HomeMy WebLinkAbout400 S Baldwin Ave - 2023 - PacsunSANTA ANITA #37
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
CALGREEN NON-RESIDENTIAL NOTES
BUILDING MATERIALS
·ADHESIVES, SEALANTS AND CAULKS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING
STANDARDS: [CALGREEN 5.504.4.1]
1)ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND
CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY
MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN
2019 CALGREEN TABLES 5.504.4.1 AND 5.504.4.2.
2)AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS
(IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT
CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND
OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF
CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 17, COMMENCING WITH SECTION 94507.
·A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS
BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR.
·ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH 2019 CALGREEN, TABLE 5.504.4.3.
[CALGREEN 5.504.3]
·AEROSOL PAINTS AND COATINGS SHALL MEET THE PWMIR LIMITS FOR ROC IN SECTION 94522(A) (3)
AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND
OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C) (2) AND (D)(2) OF CCR, TITLE 17, COMMENCING
WITH SECTION 94520." [CALGREEN 5.504.4.3.1]
·A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT PAINT HAS BEEN
USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR."
·ALL CARPET SHALL MEET AT LEAST ONE OF THE FOLLOWING TESTING AND PRODUCT REQUIREMENTS:
[CALGREEN 5.504.4.4]
3)CARPET AND RUG INSTITUTES' GREEN LABEL PLUS PROGRAM.
4)COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA
DEPARTMENT OF PUBLIC HEALTH STANDARD METHOD FOR TESTING AND EVALUATION OF VOLATILE
ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS, VERSION
1.1, FEBRUARY 2010 (ALSO KNOWN AS CDPH STANDARD METHOD V1.1 OR SPECIFICATION 01350).
5)NSF/ANSI 140 AT THE GOLD LEVEL OR HIGHER.
6)SCIENTIFIC CERTIFICATION SYSTEMS SUSTAINABLE CHOICE.
7)COMPLIANCE WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS CALIFORNIA (CA-CHPS)
CRITERIA INTERPRETATION FOR EQ 7.0 AND 7.1 DATED JULY 2012 AND LISTED IN THE CHPS HIGH
PERFORMANCE PRODUCT DATABASE
·ALL CARPET CUSHION SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN
LABEL PROGRAM. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 5.504.4.1. A
LETTER FROM THE INSTALLER CERTIFYING COMPLIANCE MUST BE SUBMITTED TO THE BUILDING
INSPECTOR.
·AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL MEET ONE OF THE
FOLLOWING CRITERIA: [CALGREEN 5.504.4.6].
8)CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM.
9)COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA
DEPARTMENT OF PUBLIC HEALTH'S 2010 STANDARD METHOD FOR THE TESTING AND EVALUATION
CHAMBERS, VERSION 1.1, FEBRUARY 2010.
10)COMPLIANT WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS CALIFORNIA (CA-CHPS)
CRITERIA INTERPRETATION FOR EQ 7.0 AND 7.1 DATED JULY 2012 AND LISTED IN THE CHPS HIGH
PERFORMANCE PRODUCT DATABASE.
11)PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD.
FIXTURE FLOW RATES:
1)LAVATORY FAUCETS IN RESTROOMS SHALL BE THE SELF-CLOSING TYPE AND SHALL NOT EXCEED A
WATER FLOW OF 0.20 GAL/USE.
2)EACH FAUCET SHALL NOT EXCEED A WATER FLOW OF 1.8GPM.
3)WALL MOUNTED URINALS SHALL NO EXCEED 0.125 G.P.F. AND FLOOR MOUNTED URINALS SHALL NOT
EXCEED 0.5 G.P.F.
4)TOILETS SHALL BE ULTRA-LOW FLUSH TYPE (1.28 G.P.F. MAX.).
5)EACH SHOWERHEAD SHALL NOT EXCEED A WATER FLOW OF 1.8 GPM
6)WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE
SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED
1.8 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER
OUTLET TO BE IN OPERATION AT A TIME. [CAL GREEN SECTION: 5.303.3.3.2].
HVAC, INSULATION, REFRIGERATION, COMMISSIONING:
·THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO
CONDITION THE BUILDING OR AREAS OF ADDITION OR ALTERATION WITHIN THE REQUIRED
TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED
DURING CONSTRUCTION, RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE
(MERV) OF 8, BASED ON ASHRAE 52.2-1999, OR AN AVERAGE EFFICIENCY OF 30% BASED ON ASHRAE
52.1-1992 SHALL BE USED. ALL FILTERS SHALL BE REPLACED IMMEDIATELY PRIOR TO OCCUPANCY OR
AT THE CONCLUSION OF CONSTRUCTION. (CAL GREEN SECTION: 5.504.1)
·AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL
FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER
RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET
METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF
DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. (CAL GREEN SECTION: 5.504.3)
·IN MECHANICALLY VENTILATED BUILDINGS, REGULARLY OCCUPIED AREAS OF THE BUILDING SHALL BE
PROVIDED WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A
MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR
TO OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE
SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. (CAL GREEN SECTION: 5.504.5.3)
·FOR BUILDINGS OR ADDITIONS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND
VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF CALIFORNIA ENERGY CODE, SECTION 120.1(C)(4). (CAL GREEN SECTION: 5.506.2)
·WALL AND ROOF-CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE MAKING UP THE BUILDING OR
ADDITION ENVELOPE OR ALTERED ENVELOPE SHALL MEET A COMPOSITE STC RATING OF AT LEAST 50
OR A COMPOSITE OITC RATING OF NO LESS THAN 40, WITH EXTERIOR WINDOWS OF A MINIMUM STC OF
40 OR OITC OF 30 IF LOCATED WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT OR WITHIN THE 65
CNEL OR L DN NOISE CONTOUR OF A FREEWAY OR EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR
FIXED-GUIDEWAY SOURCE AS DETERMINED BY THE NOISE ELEMENT OF THE GENERAL PLAN. (SECTION
5.507.4.1 CGBSC)
·INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH
SECTIONS 5.508.1.1 AND 5.508.1.2. HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL
NOT CONTAIN CHLOROFLUOROCARBONS (CFCS) AND SHALL NOT CONTAIN HALONS (SECTION: 5.508.1).
·PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE
INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS
SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER
RELATED REGULATIONS.
·DISPOSER SHALL EITHER MODULATE THE USE OF WATER TO NO MORE THAN 1GPM WHEN THE
DISPOSER IS NOT IN USE OR SHALL AUTOMATICALLY SHUT OFF AFTER NO MORE THAN 10 MINUTES OF
INACTIVITY. DISPOSERS SHALL USE NO MORE THAN 8 GPM OF WATER.
·INSTALLED FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER INDICATING THE MERV
RATING.
·A COMPLETE REPORT OF COMMISSIONING PROCESS ACTIVITIES UNDERTAKEN THROUGH THE DESIGN,
CONSTRUCTION, AND REPORTING RECOMMENDATIONS FOR POST-CONSTRUCTION PHASES OF THE
BUILDING PROJECT SHALL BE COMPLETED AND PROVIDED TO THE OWNER OR REPRESENTATIVE.
IRRIGATION:
·IRRIGATION SYSTEMS SHALL BE DESIGNED AND MAINTAINED TO PREVENT SPRAY ON STRUCTURES.
[CALGREEN 5.407.2.1]
·FIXTURES, FURNITURE AND EQUIPMENT
·INTERIOR PARTITIONS AND DOORS
·CEILING IN ALL AREAS
·FINISHES IN ALL AREAS
·LIGHTING IN ALL AREAS
·RESTROOM(S) INCLUDING PLUMBING FIXTURES
·DRINKING FOUNTAIN(S) AND WATER HEATER
SCOPE OF WORK
G000
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/25/23
07/24/23 BUILDING COMMENTS
COVER
SHEET
NO. ITEM FURNISHED INSTALLED DEMOLITION REMARKS
1.00 STOREFRONT LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
1.01 STOREFRONT SYSTEM X X X X
1.02 STOREFRONT SYSTEM OVERLAY METAL/BELBIEN X X X X
1.03 1" TEMPERED STOREFRONT GLASS X X X X CLEAN TO "LIKE NEW" CONDITION
1.04 ALUM/GLASS ENTRY DOORS X X X X ROLLING GRILLE CLEAN TO "LIKE NEW" CONDITION
1.05 ENTRY DOOR HARDWARE LOCKS X X X X
1.06 EXTERIOR STOREFRONT BLOCKING X X X X
1.07 STOREFRONT WOOD/EXTERIOR ALTERNATE X X X X SEE PLANS AND ELEVATIONS
1.08 SUITE NUMBERS X X X X WHEN REQUIRED
1.09 BLADE SIGN BRACKET X X X X COORDINATE INSTALL WITH SIGNAGE CONTRACTOR
1.10 KNOX BOX X X X X WHEN REQUIRED
1.11 ELECTRICAL FOR STOREFRONT SIGN X X X X COORDINATE INSTALL WITH SIGNAGE CONTRACTOR
1.12 STOREFRONT SIGN X X X X COORDINATE INSTALL WITH SIGNAGE CONTRACTOR
1.13 BACKING FOR STOREFRONT SIGN X X X X
1.14 BLADE SIGN X X X X INSTALLED BY SIGN VENDOR
2.00 FLOORING/BASE/TRIM LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
2.01 FLOOR DEMO,SCRAPE,PREP.X X PREPARE EXISTING SLAB FOR NEW FINISHES (SEE PLANS)
2.02 TRANSITION STRIPS X X X
2.03 RUBBER BASE (NON-SALES)X X X
2.04 4" WOOD BASE PAINTED AND CLEAR COAT (SALES AREA)X X
2.05 4" MAPLE BASE AND TRIM IN FITTING ROOMS AND ALCOVE ONLY X X
2.06 POLISHED CONCRETE FLOOR X X E.C. TO PROVIDE TEMP POWER AS REQUIRED
2.07 TOILET ROOM FLOORING AND BASE X X X
2.08 PATCHING CONCRETE X X CONCRETE ONLY; ALTERNATE TO BE APPROVED BY CM
2.09 FLOOR PROTECTION X X
2.10 GRIND AND SEALED CONCRETE (NON-SALES)X X
3.00 WALLS LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
3.01 DEMISING WALL GYP. BD.X X X X PATCH/REPAIR AS REQUIRED PER UL 465
3.02 DEMISING WALL STUDS X X X X
3.03 SALES WALLS FRAMING/BLOCKING/GYP. BD.X X X X
3.04 TOILET ROOM FRAMING/BLOCKING/GYP. BD.X X
3.05 FITTING ROOM FRAMING/BLOCKING/GYP. BD.X X
3.06 INTERIOR PARTITIONS X X X X
3.07 WALL PREPREATION AND PAINT X X
3.08 SURFACE MOUNTED AND CONCEALED BLOCKING X X
3.09 PAINT AND TOUCH-UP PAINT X X PRIOR TO PUNCH, TURNOVER AND OPENING - AFTER HOURS FOR LAST TOUCH UP
3.10 FRP WAINSCOTT WALL PANELS X X GP-1
3.11 CORNER GUARDS - STAINLESS STEEL (NON SALES)X X
3.12 CORNER GUARDS - CLEAR (SALES AREA)X X
3.13 SOUND ATTENUATING INSULATION X X
3.14 COLUMN PAINT X X
3.15 PARTIAL HEIGHT WALL X X
4.00 CEILING LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
4.01 GYP. BD. CEILINGS OR SOFFITS X X X X
4.02 BOH CEILING X X X X
4.03 FITTING ROOM CEILING X X X X
4.04 FRAMING/GYP. BD./PLYWOOD AT TOILET ROOM X X X X
4.05 TOILET & STORAGE ROOM CEILING X X X X P-8 ABOVE SALES AREA AND FITTING ROOMS
4.06 BANNER TRACKS X X X X 2 ROWS-SECURED AT 12" AND 24". SECURE TO METAL STUD
5.00 DOORS LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
5.01 STOCK ROOM DOOR/FRAME/HARDWARE X X
5.02 FITTING ROOM DOORS/FRAMES/HARDWARE X X Leversets provided by PS
5.03 TOILET ROOM DOOR/FRAME/HARDWARE X X
5.04 REAR DOOR AND FRAME X X
5.05 REAR DOOR HARDWARE X X
5.06 REAR DOOR PANIC BAR/7 PIN RIM CYLINDER X X
5.07 TOILET ROOM DOOR/FRAME X X
5.08 STORAGE ROOM DOOR/FRAME X X
5.09 ACCESS PANELS AS REQ'D FOR MOTORS/VAV/AV/ETC.X X AS REQUIRED
5.10 KICK PLATES X X
5.11 DOOR STOPS X X
6.00 LIGHTING LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
6.01 SALES AREA TRACK AND LIGHTS X X X X
6.02 BOH LIGHTS X X X X
6.03 TOILET ROOM & STORAGE ROOM X X X X
6.04 DECORATIVE LIGHTING X X X X
6.05 EXIT/EMERGENCY LIGHTS X X X X
6.06 AUTOMATIC LIGHTING SENSORS X X X X
6.07 FITTING ROOM DIMMER SWITCHES X X X X
6.08 FITTING ROOM & ALCOVE LIGHTS X X X X
6.09 EXTERIOR STOREFRONT LIGHTS X X X X
7.00 FIXTURES / SALES AREA LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
7.01 CASH WRAP & BACKWRAP X X
7.02 FLOOR FIXTURES X X TENANT G.C. TO COUNT IN, ASSEMBLE AND SET IN PLACE PER TENANT FIXTURE PLAN
7.03 WALL STANDARDS AND/OR OUTRIGGERS X X
7.04 WALL & COLUMN MIRRORS X X
7.05 MERCHANDISING HARDWARE X X TENANT G.C. TO COUNT IN HARDWARE
8.00 STOCK ROOM LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
8.01 MANAGER'S DESK X X TENANT G.C. TO ASSEMBLE
8.01 PROCESSING DESK X X TENANT G.C. TO ASSEMBLE
8.02 SHIPPING AND RECEIVING DESK (WHITE MELAMINE/METAL LEGS)X X TENANT G.C. TO PURCHASE & INSTALL
8.03 MOP SINK X X
8.04 WATER COOLER X X
8.05 FILE CABINET X X
8.06 PEG BOARD X X TENANT G.C. TO INSTALL ON THE SIDES OF EACH ROLLING BAY, ABOVE THE BRAKE TO T.O. RACK
8.07 SAFE X X
8.08 LOCKERS X X TENANT G.C. TO ATTACHE TO THE WALL
8.09 PLYWOOD STRAPPING/BACKING FOR STANDARDS X X
8.10 STANDARDS & BRACKETS X X
8.11 SHELVING ABOVE DESKS X X FIRE TREATED IF REQUIRED
8.12 BULLETIN BOARDS X X VERIFY LOC. WITH PACSUN OPERATIONS (4) AT TURNOVER
8.13 PRIMER & PAINTING X X
8.14 PERIMETER SHELVING, BRACKETS AND CLIPS X X
8.15 ROLLING SHELVING UNITS AND BRAKES X X TENANT G.C. TO LEVEL FLOOR PRIOR TO INSTALLING
8.16 LADDER HOOKS X X
8.17 PLAN AND PUNCH TUBES X X (2) SETS
8.18 C OF O FRAME X X
8.19 REFRIGERATOR/MICROWAVE X X
8.20 PLYWOOD BACKING FOR DSL X X
9.00 MISCELLANEOUS LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
9.01 PICK-UP PERMIT/PAY PERMIT FEES X X
9.02 OBTAIN ALL APPLICABLE PERMITS & CERTIFICATE OF OCCUPANY X X
9.03 TEMPORARY UTILITY FEES X X
9.04 UTILITY SERVICE(S) AND METER(S)X X
9.05 ALL HAZARDOUS MATERIALS REPORTS (IF REQUIRED)X X
9.06 LOW VOLTAGE PLANS/PERMIT/ FEES X X
9.07 MOBILE SHELVING (NON SALES) PLANS/PERMIT/ FEES X X
9.08 SIGNAGE PLANS/PERMIT/ FEES X X
9.09 SPECIAL INSPECTIONS/ADA PLANS/PERMIT/ FEES X X
9.10 FIRE ALARM PLANS/PERMIT/ FEES X X
9.11 SPRINKLER SYS. PLANS/PERMIT/ FEES X X VERIFY MALL'S REQUIRED CONTRACTOR
9.12 DEMOLITION/PERMIT AND FEE'S AS REQUIRED X X
9.13 MALL DEPOSIT/ INSURANCE WAIVERS X X
9.14 JANITORIAL SERVICE/FINAL CLEANING X X MIN (3) FULL CLEANINGS - AFTER HOURS FOR THE LAST CLEANING
9.15 TRASH REMOVAL/DUMPSTER RENTAL X X
9.16 ROOF PENETRATIONS X X VERIFY MALL'S REQUIRED CONTRACTOR
9.17 TEMPORARY BARRICADE X X COORDINATE WITH MALL MANAGEMENT
9.18 BARRICADE GRAPHICS X X
9.19 CASP ADA INSPECTIONS X X
9.20 TITLE 24 X X
10.00 SPECIALTY LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
10.01 COMPUTER / POS SYSTEM X X X X
10.02 BUZZER SYSTEMS X X At cashwrap & BOH
10.03 FIRE EXTINGUISHERS X X VERIFY LOCATIONS W/ FIRE MARSHALL
10.04 FIRE ALARM X X WHEN REQUIRED - SEE ELEC DRAWINGS
10.05 TRAFFIC COUNTER PULL STRING X X
10.06 TRAFFIC COUNTER INSTALLATION X X
10.07 CASH WRAP SIGNAGE X X what is this?
10.08 CASH WRAP PIN PAD BRACKETS X X
10.09 NEUTRAL PIERS X X X X
10.10 MALL FLOORING X X X X
10.11 REVEALS X X X
10.12 TAKE BEFORE AND AFTER PHOTOS OF ALL CONSTRUCTION X X PHOTOS TO BE SUBMITTED VIA POWERPOINT EVERY FRIDAY FROM START TO OPENING
11.00 FITTING ROOMS LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
11.01 FITTING ROOM BASE & TRIM X X X X
11.02 MIRRORS X X X X
11.03 MIRROR J-CHANNEL X X X X
11.04 HOOKS ON WALLS X X X X GC TO PROVIDE BACKING
11.05 CAULKS/SILICONES/MASTICS/ADHESIVES X X X X AS REQUIRED
11.06 ADA BENCH X X X X H.C. FITTING ROOM ONLY, TENANT GC TO SECURE TO THE WALL
11.07 CODE RELATED SIGNAGE X X X X AS REQUIRED
11.08 FITTING ROOM SIGNAGE X X X X PER PLAN LOCATIONS
11.09 ANTI GRAFFITI FILM X X X X ALL MIRRORS
12.00 AUDIO & VIDEO LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
12.01 MUSIC SYSTEM SPEAKERS, WIRE, INSTALLATION X X X X
12.02 MUSIC SYSTEM EQUIPMENT X X X X
12.03 PULL STRING, CONDUIT AND BOXES FOR AUDIO & VIDEO X X X X
12.04 PLYWOOD BACKING X X X X
12.05 VIDEO DISPLAY & SYSTEM X X X X
13.00 TOILET ROOM LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
13.01 PLUMBING FIXTURES X X X X Re-use where possible
13.02 SIGNAGE X X X X
13.03 MIRROR X X X X
13.04 HOT WATER HEATER X X X X
13.05 WASTE RECEPTOR X X X X
14.00 STORAGE ROOM LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
14.01 WALLS AND DOOR X X X X
14.02 DOOR HARDWARE X X X X
14.03 FLOORING X X X X
15.00 SYSTEMS LL PS GC LL PS GC REMOVE TO REMAIN RELOCATE REPLACE EXISTING SPECIAL ACTION
15.01 HVAC SYSTEM DISTRIBUTION X X
15.02 HVAC SYSTEM UNIT/TSTAT X X
15.03 ELECTIRCAL (WIRING AND OUTLETS)X X X
15.04 ELECTRICAL TRANSFORMER X X X
15.05 ELECTRICAL SYSTEM- MAIN PANEL X X X
15.06 ELECTRICAL SYSTEM - SUB PANEL X X X X
15.07 LIGHTING SYSTEM X X X X
15.08 LIGHTING INVERTER, LCP, TVSS, SWITCHES, SENSORS, DIMMERS X X X X
15.09 LOW VOLTAGE WIRING X X
15.10 LOW VOLTAGE CONDUIT X X
15.11 FIRE ALARM SYSTEM X X X X WHEN REQUIRED - SEE ELEC DRAWINGS
15.12 FIRE ALARM DEVICES/CONNECTION TO PANEL X X X X
15.13 FIRE ALARM PANEL X X X X
15.14 PLUMBING MAIN SERVICE X X X X
15.15 PLUMBING (BRANCH LINES,NEW AND OR MODIFICATIONS X X X X
15.16 SPRINKLER BRANCH LINES AND HEADS X X X X
15.17 SPRINKLER MAINS X X X X X
15.18 TELEPHONE/INTERNET SERVICE TO BUILDING X X X X
15.19 TELE/DATA BACKER BOARD X X X X
PROJECT DESCRIPTION
TENANT IMPROVEMENT
MERCHANDISE RETAIL SALE
PROJECT LOCATION
NEWPORT CENTER DRIVE & SANTA MARIA ROAD
400 SOUTH BALDWIN AVEANUE
LEVEL 2, SPACE #: H12, H13 AND H14
ARCADIA, CALIFORNIA 91007
GOVERNING CODES
ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, ANY STATE AND LOCAL CODES HAVING
JURISDICTION AS WELL AS THE REQUIREMENTS OF THE FOLLOWING:
BUILDING 2022 CALIFORNIA BUILDING CODE
MECHANICAL 2022 CALIFORNIA MECHANICAL CODE
ELECTRICAL 2022 CALIFORNIA ELECTRIC CODE
PLUMBING 2022 CALIFORNIA PLUMBING CODE
FIRE 2022 CALIFORNIA FIRE CODE
ENERGY 2022 CALIFORNIA ENERGY CODE T-24 ENERGY STANDARDS
GREEN BUILDING 2022 CALIFORNIA GREEN BUILDING CODE
ACCESSIBILITY 2022 CBC - TITEL 24, PART 2
PROJECT INFORMATION
CONSTRUCTION TYPE II-B
FULLY SPRINKLERED
OCCUPANCY GROUP M - MERCANTILE
(3) STORY BUILDING
GROSS LEASED PREMISES 5,294 SQ. FT.
OCCUPANT LOAD
ROOM NAME SQ. FT.LOAD FACTOR OCCUPANT LOAD
SALES AREA 3417 ÷ 60 57
FITTING ROOM 411 ÷ 60 7
HALLWAY 156 ÷ 60 3
STOCK ROOM (S1)825 ÷ 300 3
TOILET ROOM 1 64 ÷ 60 2
TOILET ROOM 2 64 ÷ 60 2
TOTAL NUMBER OF OCCUPANTS 74
EXIT REQUIREMENTS
TWO EXITS REQUIRED WHEN OCCUPANT LOAD IS GREATER THAN 49 OR COMMON PATH OF
TRAVEL EXCEEDS 75FT
REQUIRED PROVIDED
TOTAL NUMBER OF EXITS 2 2
MAXIMUM TRAVEL DISTANCE:114'-0"<200'
FOR EXIT PATH OF TRAVEL SEE EGRESS PLAN ON SHEET G101.
PLUMBING FIXTURE REQUIREMENTS
DISTANCE TO PUBLIC TOILET ROOMS:
FIXTURE LOAD FACTOR REQUIRED PROVIDED
MALE FEMALE
WATER CLOSET 1 PER 1-100 1 PER 1-100 2 2
LAVATORY 1 PER 1-200 1 PER 1-200 2 2
SEPARATE FACILITIES --YES YES
DRINKING FOUNTAIN 1000 1 1
SERVICE SINK ---
MOP SINK ---
SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM
OCCUPANT LOAD IS 50 OR LESS
EXIT ILLUMINATION
EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON ELECTRICAL SHEET.
MUNICIPAL REVIEW
CITY OF ARCADIA
COMMERCIAL BUILDING PERMIT
240 WEST HUNTINGTON DRIVE
P.O. BOX: 60021
FIRST LEVEL
ARCADIA, CALIFORNIA 91066
(626) 574-5423
1.ALL WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL CODES HAVING
JURISDICTION.
2.ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE BUILDING MANAGEMENT'S
RULES AND REGULATIONS.
3.MODIFICATIONS TO THE BASE BUILDING STRUCTURE, CORE AREAS, AND UTILITY SYSTEMS ARE
NOT IN THIS CONTRACT, EXCEPT AS NOTED ON THESE DRAWINGS OR AS REQUIRED TO
COMPLETE THE WORK INDICATED ON THESE DRAWINGS.
4.THE G.C. SHALL MAKE ALL ARRANGEMENTS AND PAY FOR ALL FEES AND PERMITS REQUIRED,
AS WELL AS ANY ADDITIONAL CHARGES FOR HAULING, RIGGING, AND TRANSPORTATION
CHARGES.
5.THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN PACSUN AND G.C.
(HEREINAFTER REFERRED TO AS THE AGREEMENT) WITH CONDITIONS OF THE CONTRACT
(GENERAL, SUPPLEMENTARY, AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS,
ADDENDA ISSUED PRIOR TO THE EXECUTION OF THE AGREEMENT, OTHER DOCUMENTS LISTED
IN THE AGREEMENT, AND MODIFICATIONS ISSUED AFTER EXECUTION OF THE AGREEMENT.
6.THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE
PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTORS. PERFORMANCE
BY THE G.C. SHALL BE REQUIRED ONLY TO EXTENT CONSISTENT WITH THE CONTRACT
DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE
THE INTENDED RESULTS.
7.THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL
RELATIONSHIP OF ANY KIND (1) BETWEEN THE ARCHITECT AND G.C., (2) BETWEEN PACSUN
AND A SUBCONTRACTOR OR SUB-SUBCONTRACTOR, OR (3) BETWEEN ANY PERSONS OR
ENTITIES OTHER THAN PACSUN AND G.C.
8.EXECUTION OF THE CONTRACT BY G.C. IS A REPRESENTATION THAT THE G.C. HAS VISITED THE
SITE AND HAS BECOME FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS
TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE
COMMENCING WORK AND SHALL NOTIFY ARCHITECT AND/OR ENGINEER IF A CONDITION
EXISTS WHICH PREVENTS THE CONTRACTOR FROM ACCOMPLISHING THE INTENT OF THE
DRAWINGS.
9.THE TERM "WORK" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT
DOCUMENTS, WHETHER COMPLETED OR PARTIALLY COMPLETED, INCLUDES ALL LABOR,
MATERIALS, EQUIPMENT, AND SERVICES PROVIDED (OR TO BE PROVIDED) BY THE G.C. TO
FULFILL THE G.C.'S OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR PART OF THE
PROJECT.
10.G.C. SHALL NOT CUT OR DISTURB EXISTING STRUCTURAL SYSTEM. THE G.C. SHALL
X-RAY/PACHOMETER SLAB TO DETERMINE IF POST TENSIONED SLAB OR IF DESIGN IS IN
CONFLICT WITH EXISTING STRUCTURAL SYSTEMS WHEN THE FOLLOWING OCCURS:
10.1.TENANT SPACE IS LOCATED ON SECOND FLOOR OR ABOVE
10.2.LOWER LEVEL EXTENDS BELOW THE TENANT SPACE
10.3.ABSENCE OF STRUCTURAL DRAWINGS FROM ARCHITECTS AND/OR LANDLORD
10.4.ABSENCE OF STRUCTURAL DRAWINGS INCLUDED WITH CONTRACT DOCUMENTS
11.G.C. SHALL ONLY INCLUDE AN ALLOWANCE IN HIS BID FOR THE X-RAY/PACHOMETER WHEN
ANY OR ALL OF THE ABOVE OCCUR, TYP.
12.PROVIDE CONTROL KEY AND MASTER KEY AS REQUIRED BY CONTRACT. PERFORM ALL
REQUIRED CLEANINGS AS PER CONTRACT INCLUDING, BUT NOT LIMITED TO, ALL STOREFRONT
WINDOWS, MULLIONS, CEILINGS, SUPPLY/RETURN AIR GRILLS, FLOORING AND FLOOR WAX,
TOILET ROOMS, TOILET ROOM CAULKING, AND WALK-OFF MAT. REMOVE ALL TRASH AND
DEBRIS FROM THE SITE.
13.ALL REFERENCES HEREAFTER TO CONSTRUCTION PM OR ARCHITECT REFER TO THE CONTACT
LISTED IN PROJECT TEAM.
14.PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS.
15.PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER, AND LOCATION
AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR.
GENERAL NOTES
SHEET SYMBOLS PROJECT TEAM
X#
X###
X###
X1
X###
X1
X2
X3
X###
X1
X2 X###
X1
X2
X3
X4
###
X#
X###
SECTION
NUMBER
SHEET
NUMBER
DETAIL
NUMBER
SHEET
NUMBER
CODE ANALYSIS
X#
X###
EXTERIOR ELEVATION INDICATOR
X#TITLE
1" = 1" (FULL)
SECTION
DETAIL
INTERIOR ELEVATION INDICATOR
ELEVATION
NUMBER
SHEET
NUMBER
DRAWING
TITLE
DRAWING
NUMBER DRAWING INDICATOR
SCALE
REVISION CLOUD KEYED NOTES
REVISION
NUMBER
ELEVATION
NUMBER
SHEET
NUMBER
X#
X###
ABBREVIATIONS
ACP.ACOUSTICAL CEILING
ADJ.ADJACENT
AL.,ALUM.ALUMINUM
ALT.ALTERNATE
A.P.ACCESS PANEL
APPX.APPROXIMATE
ARCH.ARCHITECTURAL
BD.BOARD
BLDG.BUILDING
BLK.BLOCK
BLKG.BLOCKING
BM.BEAM
BOT.BOTTOM
CAB.CABINET
CEM.CEMENT
CKT.CIRCUIT
CLG.CEILING
CLR.CLEAR
CMU.CONCRETE MASONRY UNIT
COL.COLUMN
CONC.CONCRETE
CONST.CONSTRUCTION
CONT.CONTINUOUS
CPT.CARPET
CTR.CENTER
DET.DETAIL
DIA.DIAMETER
DIFF.DIFFUSER
DIM.DIMENSION
DWG(S).DRAWING, DRAWINGS
DEMO.DEMOLITION
(E)EXISTING
EA.EACH
E.I.F.S.EXTERIOR INSULATION FINISH
SYSTEM
ELEC.ELECTRIC, ELECTRICAL
EM.EMERGENCY
EQ.EQUAL
EQUIP.EQUIPMENT
EWC.ELECTRIC WATER COOLER
EXH.EXHAUST
EX.EXISTING
EXTIR.EXTINGUISHER
FIN.FINISH
FIXT.FIXTURE
FLR.FLOOR
F.R. FIRE RATED/RETARDANT
F.R.P. FIBERGLASS REINFORCED
POLYESTER PANEL
F.R.T.FIRE RETARDANT TREATED
GA. GAUGE
GALV.GALVANIZED
GND,GRND GROUND
GYP. GYPSUM
H.M. HOLLOW METAL
HR. HOUR
HT.HEIGHT
H.V.A.C. HEATING, VENTILATING, AIR
CONDITIONING
J.H.A. JURISDICTION HAVING AUTHORITY
LAM.LAMINATE
LAV.LAVATORY
LL.LANDLORD
LT.LIGHT
L.V.T.LUXURY VINYL TILE
MAX.MAXIMUM
MECH.MECHANICAL
MTL.METAL
MFR.MANUFACTURER
MIN.MINIMUM
MIR.MIRROR
MISC.MISCELLANEOUS
MTD. MOUNTED
MTG.MOUNTING
N.I.C.NOT IN CONTRACT
NOM.NOMINAL
N.T.S.NOT TO SCALE
O.C.ON CENTER
O.D.OUTSIDE DIAMETER
OPP.OPPOSITE
PLYWD.PLYWOOD
PNL.PANEL
PROP.PROPERTY
P.T.PRESSURE TREATED
PWR.POWER
QTY.QUANTITY
R.RADIUS
REQ.REQUIRED
R.O.ROUGH OPENING
S.C.SOLID CORE
SCHED.SCHEDULE
SECT.SECTION
SQ.FT.SQUARE FEET
SIM.SIMILAR
SPEC.SPECIFICATION
SQ.SQUARE
STD.STANDARD
STL.STEEL
STRUCT.STRUCTURAL
SYM.SYMMETRICAL
TBD TO BE DETERMINED
TEL.TELEPHONE
TELCO.TELE-COMMUNICATIONS
TYP.TYPICAL
PAC.PACSUN
U.O.N.UNLESS OTHERWISE NOTED
VCT.VINYL COMPOSITION
W/WITH
WD.WOOD
W/O WITHOUT
WP.WATERPROOF
W.R.WATER RESISTANT
WT.WEIGHT
CONTACT:
PHONE:
EMAIL:
LANDLORD
THE SHOPS AT SANTA ANITA
DONNA T. GUERRERO
(626) 632 - 0781
DONNA@SHOPSATSANTAANITA.COM
CONTACT:
PHONE:
EMAIL:
ARCHITECTURE
SARGENTI ARCHITECTS
JELENA NIKOLIC
(480) 448 - 6250
JNIKOLIC@SARGARCH.COM
CONTACT:
PHONE:
EMAIL:
ENGINEERING
ARDEBILI ENGINEERING, LLC
HICHAM KHACHANE
(480) 626 - 7072
HICHAM@ARDEBILIENG.COM
Section 3.6.
Pursuant to Section 1938 of the California Civil Code, Landlord hereby advises
Tenant that the Premises, as delivered to Tenant, has not undergone an inspection
by a Certified Access Specialist (CASp). Landlord makes no representations or
warranties with respect to the Premises complying with any applicable federal, state
and local standards, codes, rules and regulations governing physical access for
persons with disabilities at places of public accommodation, including, but not limited
to, the Americans with Disabilities Act of 1990, California's Unruh Civil Rights Act,
California Building Standards Code, or California Health and Safety Code
(collectively, the "Accessibility Laws").
Section 1938 of the California Civil Code, as amended, also requires the following
statement:
"A Certified Access Specialist (CASp) can inspect the subject premises and
determine whether the subject premises comply with all of the applicable
construction-related accessibility standards under state law. Although state law does
not require a CASp inspection of the subject premises, the commercial property
owner or lessor may not prohibit the lessee or tenant from obtaining a CASp
inspection of the subject premises for the occupancy or potential occupancy of the
lessee or tenant, if requested by the lessee or tenant. The parties shall mutually
agree on the arrangements for the time and manner of the CASp inspection, the
payment of the fee for the CASp inspection, and the cost of making any repairs
necessary to correct violations of construction-related accessibility standards within
the premises."
If Tenant requests a CASp inspection of the Premises pursuant to this Section,
Tenant shall be solely responsible for all fees or costs associated with the CASp
inspection. To the extent Tenant's CASp inspection indicates the Premises does not
meet all of the Accessibility Laws, Landlord and Tenant mutually agree that Tenant
shall immediately make any repairs or modifications necessary to bring the Premises
into compliance with the Accessibility Laws at Tenant's sole cost and expense.
CALIFORNIA ACCESSIBILITY DISCLOSURE
RESPONSIBILITY SCHEDULE
DEFERRED SUBMITTALS
SIGNAGE SEPARATE SUBMITTAL BY VENDOR
STORAGE RACK SHOP
DRAWINGS SEPARATE SUBMITTAL BY VENDOR
FIRE SPRINKLER SYSTEM SEPARATE SUBMITTAL BY G.C.
FIRE ALARM MODIFICAITON SEPARATE SUBMITTAL BY G.C.
NOTE: ARCHITECT TO COORDINATE DEFERRED SUBMITTALS WITH ARCHITECTURAL
DRAWINGS AND CERTIFY DEFERRED SUBMITTALS PRIOR SUBMITTING TO PERMIT.
DRAWING INDEX
ARCHITECTURAL
G000 COVER SHEET
G001 ARCHITECTURAL DATA SHEET
G002 ACCESSIBILITY DETAILS (CAL)
G003 CALIGREEN REQUIREMENTS
G004 CALIGREEN REQUIREMENTS
G005 CALIGREEN REQUIREMENTS
G101 KEY PLAN, VICINITY MAP, AND EGRESS PLAN
A100 BARRICADE PLAN, ELEVATIONS AND SECTION
A101 DEMOLITION FLOOR PLAN
A102 DEMOLITION REFLECTED CEILING PLAN
A103 DEMOLITION ENLARGED STOREFRONT PLAN AND ELEVATIONS
A110 SITE PLAN
A111 CONSTRUCTION FLOOR PLAN
A121 FINISH FLOOR PLAN
A131 REFLECTED CEILING PLAN
A141 FIXTURE PLAN
A201 INTERIOR ELEVATIONS
A202 INTERIOR ELEVATIONS
A300 STOREFRONT PLAN AND ELEVATIONS
A301 STOREFRONT SECTIONS AND DETAILS
A302 STOREFRONT SECTIONS AND DETAILS
A303 STOREFRONT DETAILS
A401 ENLARGED UNISEX TOILET ROOM
A402 ENLARGED HALLWAY & STOCKROOM
A501 PARTITION DETAILS
A502 SALES AND STOCK ROOM SECTIONS AND DETAILS
A503 SECTIONS AND DETAILS
A504 CEILING DETAILS
A505 FLOORING AND BASE DETAILS
A611 DOOR SCHEDULE
A700 SCHEDULES
A701 SCHEDULES
MECHANICAL
M0.1 MECHANICAL SCHEDULES, PLANS AND DETAILS
M1.0 MECHANICAL SPECIFICATIONS
ELECTRICAL
E0.1 ELECTRICAL SPECIFICATIONS & SYMBOLS
E0.2 ELECTRICAL INTERIOR LIGHTING T-24
E0.3 ELECTRICAL LIGHTING CONTROL DEVICE CUT SHEETS
E1.0 LIGHTING FLOOR PLAN
E1.1 EMERGANCY LIGHTING PHOTOMETRIC PLAN
E2.0 POWER FLOOR PLAN
E3.0 ONE-LINE DIAGRAM
PLUMBING
P0.1 PLUMBING SCHEDULES
P0.2 PLUMBING TITLE-24 COMPLIANCE
P1.0 PLUMBING FLOOR PLANS
P2.0 PLUMBING SPECIFICATIONS
STRUCTURAL
S1.1 G.S.N.
S2.1 FLOOR AND CEILING FRAMING PLAN
S3.1 DETAILS
CONTACT:
PHONE:
EMAIL:
STRUCTURAL
CTS STRUCTURAL ENGINEERS
DAVID TROXELL, SE, PE
(480) 774 - 1762
DTroxell@CTSAZ.COM
CONTACT:
PHONE:
EMAIL:
MANAGEMENT
GEAR MANAGEMENT
JORDAN LEMOS-SCHABELY
(623) 734 - 6307
JLEMOS-SCHABELY@GEARMG.COM
CONTACT:
PHONE:
EMAIL:
CLIENT
PACSUN
ERNIE SIBAL
(714) 414 - 4303
ESIBLE@PASIFICSUNWEAR.COM
2
3
S1
3
G001
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/25/23
07/24/23 BUILDING COMMENTS
ARCHITECTURAL
DATA SHEET
TOP OF
FLOORING
TOP OF COUNTER TO
BE @ +34" A.F.F. MAX.
6X6 INTERNATIONAL
SIGN OF ACCESSIBILITY
AT CORNER OF SALES
COUNTER
B ADA COUNTER ELEVATION
ACCESSIBLE RESTROOM SIGNAGE
1/4" = 1'-0"
UNISEX
12
"
D
I
A
.
UNISEX
TRIANGLE 1/4" THICK
SUPERIMPOSED ON 12"
DIA. CIRCLE
3B
58
"
M
I
N
.
-
6
0
"
M
A
X
.
TO
C
E
N
T
E
R
O
F
S
Y
M
B
O
L
9"
5'
-
0
"
M
A
X
T
O
T
O
P
48
"
M
I
N
T
O
B
O
T
T
O
M
A ELEVATION VIEW B UNISEX RESTROOM PLAQUE
EQ.EQ.
TEXT
G002
B
-
B
-
AREA OF PICTOGRAM
UNISEX RESTROOM
NOTE:
1. ACCESSIBILITY SIGNAGE: PROVIDE ACRYLIC
REVERSE SILK SCREENED SIGNS WITH
INTERNATIONAL SYMBOL OF ACCESSIBILITY,
RAISED LETTERS, AND BRAILLE, AT ACCESSIBLE
TOILET FACILITIES; ONE FOR EACH SEX OR ONE
UNISEX.
2. LETTERS AND NUMBERS ON SIGNS SHALL BE
RAISED CONTRASTING IN COLOR, AND HAVE A
WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1
AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN
1:5 AND 1:10, AND RAISED 1/32" MIN. AND BE
ACCOMPANIED BY BRAILLE RAISED LETTERING.
3. WHERE PERMANENT SIGNAGE IS PROVIDED FOR
ROOMS AND SPACES, SIGNAGE AS DESCRIBED
ABOVE SHALL BE PROVIDED ON THE STRIKE SIDE
OF THE DOOR.
4. SEE SPECIFICATIONS FOR SIGNAGE & MOUNTING.
5. REFER TO ACCESSIBLE SIGNAGE TABLE ON SHEET
A401
4
TACTILE EXIT SIGNAGE DETAILS
1/4" = 1'-0"
B
-
60
"
M
A
X
.
F
R
O
M
T
H
E
B
A
S
E
L
I
N
E
O
F
TH
E
H
I
G
H
E
S
T
L
I
N
E
O
F
R
A
I
S
E
D
9"
MIN.
34
"
M
I
N
.
44
"
M
A
X
WALL MOUNTED
TACTILE SIGNAGE
A TACTILE EXIT SIGNAGE (PLASTIC SIGN)B EXIT SIGN DETAIL
SIGN BACKGROUND
COLOR: PMS262C.
REFER TO SPEC FOR
ADDITIONAL
INFORMATION.
LETTERS AND NUMBERS
SHALL BE UPPER CASE,
SANS SERIF TYPE
COLOR: WHITE
CORRESPONDING GRADE 2
BRAILLE REFER TO TACTILE
NOTES (THIS DETAIL) FOR
ADDITIONAL INFORMATION.
LETTERS AND
NUMBERS SHALL
BE AT LEAST 5/8"
HIGH, BUT NO
HIGHER THAN 2"
LETTERING
RAISED 1/32"
EXIT
EXIT
NOTE:
1. TACTILE SIGNAGE SHALL BE ALLOWED ON THE PUSH
SIDE OF A DOOR WHEN THE FOLLOWING CONDITIONS
EXIST: DOOR HAS A CLOSER, DOOR DOES NOT HAVE A
HOLD OPEN DEVICE THAT PREVENTS IT FROM CLOSING.
2. REFER TO ACCESSIBLE SIGNAGE TABLE ON SHEET A401
48
"
M
I
N
.
F
R
O
M
T
H
E
B
A
S
E
L
I
N
E
O
F
TH
E
L
O
W
E
S
T
B
R
A
I
L
L
E
C
E
L
L
S
18" MIN.
18
"
M
I
N
.
C LOCATION OF TACTILE SIGNS AT DOORS
CENTERED ON
TACTILE
CHARACTERS
3
TACTILE EXIT SIGNAGE REQUIREMENTS
1.EACH GRADE-LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A
TACTILE SIGN WITH THE WORD "EXIT".
2.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL
EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT
PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE
WORDS, "EXIT ROUTE".
3.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL
EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP IS IDENTIFIED BY
A TACTILE EXIT SIGN THAT STATES "EXIT STAIR DOWN", "EXIT RAMP
DOWN", "EXIT STAIR UP" OR "EXIT RAMP UP", AS APPROPRIATE.
4.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A
CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT
SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT
ROUTE".
5.EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED
BY A SIGN WITH THE WORDS, "TO EXIT".
6.LETTERS ON SIGNS ARE RAISED 1/32", SANS SERIF UPPERCASE
CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE.
7.RAISED CHARACTERS ARE BETWEEN 5/8" AND 2" HIGH.
8.BRAILLE DOTS ARE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE
BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN
THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND
CELL. [NOTE: CA AND OTHER JURISDICTIONS ONLY]
9.BRAILLE DOTS ARE RAISED A MIN. OF 1/40" ABOVE THE BACKGROUND.
10.CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR
OTHER NON-GLARE FINISH.
11.CHARACTERS CONTRAST WITH THEIR BACKGROUND (LIGHT
CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON
A LIGHT BACKGROUND.
12.LETTERS ON SIGNS HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5
AND 1:1 AND A STROKE WIDTH-TO-HEIGHT BETWEEN 1:5 AND 1:10.
13.SIGNS ARE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH
SIDE OF THE DOOR. (AT DOUBLE LEAF DOORS AND WHEN THERE IS NO
WALL SPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE
NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT.)
14.MOUNTING HEIGHT IS 60" MAX. FROM THE FINISHED FLOOR TO THE
TOP OF THE SIGN.
15.MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF
THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR
STANDING WITHIN THE SWING OF A DOOR.
HINGE SIDE APPROACHFRONT APPROACH
SWINGING DOOR
PUSH SIDE
NOTE: X=12" MIN. IF DOOR HAS
BOTH A LATCH AND A CLOSER
SWINGING DOOR
PUSH SIDE
NOTE: Y=48" MIN. IF DOOR HAS
BOTH A LATCH AND A CLOSER
SWINGING DOOR
PULL SIDE
FRONT APPROACH
60
"
M
I
N
.
X
48
"
M
I
N
.
Y
SWINGING DOOR
PULL SIDE
NOTE: X=36" MIN. IF Y=60";
X=42" MIN. IF Y=60" MIN.
HINGE SIDE APPROACH
18"
MIN.
24"
PREFERRED
54" MIN.
42
"
M
I
N
.
(
Y
)
X
48" MIN.
LATCH SIDE APPROACH
SWINGING DOOR
PUSH SIDE
NOTE: Y=48" MIN. IF DOOR HAS A CLOSER
24
"
M
A
X
.
FO
R
M
I
N
.
C
L
E
A
R
60
"
M
I
N
.
24"
MIN.
42
"
M
I
N
.
(
Y
)
LATCH SIDE APPROACH
SWINGING DOOR
PULL SIDE
NOTE: Y=60" MIN.
24"
MIN.
48" MIN.
42" MIN.
36" MIN.
32" MIN.
2 MANEUVERING CLEARANCES AT DOORS
N.T.S.
7 FITTING ROOM ADA CLEARANCES
N.T.S.
8 WHEELCHAIR TURNING REQUIREMENTS IN AN ACCESSIBLE ROUTE
N.T.S.
EQUIPMENT
PERMITTED IN
SHADED AREA HI
LO
NOTE: EQUIPMENT PERMITTED
IN SHADED AREA
48" MIN.
24" MAX.
18"-19"
30
"
M
I
N
.
CLACCESSIBLE
HEIGHT UNIT
EQ
.
EQ
.
18" MIN.
48" MIN.
30
"
M
I
N
.
32
"
M
I
N
.
C
L
E
A
R
36
"
M
I
N
.
I
F
W
I
N
G
W
A
L
L
D
E
P
T
H
I
S
>
2
4
"
5 DRINKING FOUNTAIN ADA CLEARANCES
N.T.S.
PAINT PER
FINISH PLAN
36
"
M
A
X
.
S
P
O
U
T
H
E
I
G
H
T
38
"
M
I
N
.
-
4
3
"
M
A
X
.
S
P
O
U
T
H
E
I
G
H
T
ACCESSIBLE DRINKING FOUNTAINS.
SEE PLUMBING DRAWINGS. SEE DETAIL
A FOR KNEE CLEARANCES.
PER PLAN
A SPOUT HEIGHT. & KNEE CLR.B CLEAR FLOOR SPACE C BUILT-IN FOUTAIN / COOLER B DRINKING FOUTAIN OUTLET HT.
4'
-
0
"
H
E
I
G
H
T
W
A
I
N
S
C
O
T
P
E
R
F
I
N
I
S
H
P
L
A
N
BE
H
I
N
D
A
N
D
S
U
R
R
O
U
N
D
I
N
G
W
A
L
L
S
,
T
Y
P
.
X
Z
48"
30"10"
MAX.30"
48
"
54
'
M
A
X
.
9"
MI
N
.
30"
10"
MAX.
48
"
Y
48"
30"
30
"
X
Z
46
"
M
A
X
.
24"
34
'
MA
X
.
60" MIN.
60
"
M
I
N
.
6 WHEELCHAIR CLEAR FLOOR SPACE AND REACH REQUIREMENTS
N.T.S.
NOTE: X £25"; Z ³ 25"
IF X < 20", Y = 48" MAX.
IF X = 20" - 25", Y = 44" MAX.
D HI & LO SIDE REACH LIMITS E MAX. FORWARD REACH OVER AN OBBSTRUCTION F MAX. SIDE REACH OVER AN OBBSTRUCTION
A TURNING DIAMETER B CLEAR FLOOR SPACE C CLEAR FLOOR SPACE PARALLEL APPROACH
60
"
M
I
N
.
48
"
M
I
N
.
12"
MIN.
36"
MIN.
48" MIN.36" MIN.36" MIN.42" MIN.42" MIN.
36
"
M
I
N
.
60
"
M
I
N
.
NOTE: X < 48"
60" MIN.
X
A 90° TURN RADIUS B TURN AROUND AN OBSTRUCTION C 'T'-SHAPE 180° TURNS D CLEAR. WIDTH FOR PASSING
FOR TWO WHEELCHAIRS
BENCH
FULL LENGTH
MIRROR. SEE
MOUNTING
DETAIL 2/A503.
24
"
48"
60
"
M
I
N
.
20
"
M
A
X
.
54
"
M
I
N
.
18" MIN.
17
"
-
1
9
"
A.
F
.
F
.
48"24"
17
"
-
1
9
"
A.
F
.
F
.
CLEAR
FLOOR
SPACE
60" MIN.
A TYPICAL ADA FITTING ROOM PLAN VIEW B ADA MIRROR ELEVATION C FRONT ADA BENCH ELEVATION D SIDE ADA BENCH ELEV. AND COAT HOOK HEIGHTS
MAX HEIGHT FOR COAT
HOOKS IS 46" A.F.F.
SEE MOUNTING DETAIL
1/A522.
46
"
M
A
X
.
G002
B
D
C
BENCH IS TO BE
FIXED TO THE WALL
1 CASHWRAP ADA CLEARANCES
N.T.S.
TOP OF FLOORING.
BASE PER PLANS.
27
"
M
I
N
.
36
"
M
A
X
.
9"
M
I
N
.
6"
MAX
8"
MIN
5"
MAX 15"
MIN.
A ADA COUNTER SIDE APPROCH PLAN
34
"
M
A
X
.
36" MIN.
36" MIN.
10
"
M
I
N
.
24
"
M
A
X
.
NOTE:
1. REFER TO DRAWINGS BY OTHERS.
30
"
CL
E
A
R
F
L
O
O
R
AR
E
A
48"
CLEAR FLOOR AREA
G002
(CAL)
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
ACCESSIBILITY
DETAILS
2
2
CALGREEN
REQUIREMENTS
G003
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
CALGREEN
REQUIREMENTS
G004
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
CALGREEN
REQUIREMENTS
G005
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2'-6"
CLR.
ROUTE OF
T
R
A
V
E
L
DISTANCE
=
56'-0"
MW
FRIDGE
S
S
SS S
S
S
DSL
LOCKERS
HA
R
D
W
A
R
E
B
I
N
24x48
24x48
LA
D
D
E
R
S
TRANSFORMER
BA
R
B
I
N
L-10
L-10
L-10
L-10
PR
O
C
E
S
S
I
N
G
D
E
S
K
+4
2
"
A
.
F
.
F
.
L-10
24x48
24x48
24x48
24x48
24x48
24x48
1.SEE SHEET G002 FOR ACCESSIBILITY SIGNAGE.
2.ACCESSIBILITY ROUTE OF TRAVEL SLOPES NOT TO EXCEED RUNNING
SLOPE OF 1:20 (5%) MAXIMUM CROSS SLOPE OF 1:50 (2%).
3.SITE ACCESSIBILITY PROVIDED BY LANDLORD.
4.PROVIDE WALL MOUNTED FIRE EXTINGUISHER(S) PER FIRE MARSHAL'S
INSTRUCTION.
N
1 HOUR RATED WALL
2 HOUR RATED WALL
3 HOUR RATED WALL
GENERAL NOTES
1 EGRESS PLAN
3/16" = 1'-0"
HU
N
T
I
N
G
T
O
N
D
R
I
V
E
AREA OF TENANT
IMPROVEMENT
LEVEL 1
SPACE #: H-12, H-13, & H-14
REFER TO SITE PLAN
SHEET FOR MORE
INFORMATION.
Fire Protection / Sprinkler Comments:
1.LANDLORD REQUIRES ALL TENANTS TO USE ONE OF LANDLORD'S PRE-QUALIFIED SPRINKLER
CONTRACTORS FOR TENANT'S SPRINKLER WORK. TENANT MAY COMPETITIVELY BID TO ONLY
THOSE SPRINKLER CONTRACTORS PRE-QUALIFIED BY LANDLORD. SEE DATA SHEET FOR
REQUIRED CONTRACTORS.
2.THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL DRAWINGS,
DOCUMENTATION AND FLOW CALCULATIONS TO THE LOCAL AUTHORITY HAVING JURISDICTION IN
ORDER TO OBTAIN ALL PROPER PERMITS.
3.IF LOCAL FIRE DEPARTMENT AND/OR AHJ DETERMINES ADDITIONAL SPRINKLER HEADS AND FIRE
ALARM DEVICES WILL BE REQUIRED BASED ON TENANT IMPROVEMENTS, IT IS THE TENANT’S
RESPONSIBILITY TO HIRE THE LANDLORD REQUIRED FIRE ALARM & FIRE SPRINKLER CONTRACTOR
FOR THIS WORK. TENANT IS RESPONSIBLE FOR ANY CODE REQUIRED CHANGES OR UPGRADES TO
EXISTING CONDITIONS. EXISTING BUILDING MONITORING SYSTEM PULL STATIONS AND
HORN/STROBES MUST BE KEPT CLEAR OF ALL OBSTRUCTIONS. TENANT OR ITS GENERAL
CONTRACTOR MUST VERIFY EXISTING LOCATIONS, AND MAKE ANY APPLICABLE CHANGES PER THE
LOCAL JURISDICTION.
4.SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHENEVER CONTRACTOR IS
NOT ON SITE.
5.FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING ALL PROGRAMMING OF
ADDRESSABLE DEVICES, SYSTEMS, ETC. OF THE NEWLY INSTALLED FIRE ALARM DEVICES TO
SATISFY THE REQUIREMENTS OF THE LOCAL AHJ.
6.FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL DRAWINGS,
DOCUMENTATION, BATTERY CALCULATIONS, ETC. TO THE LOCAL AHJ TO OBTAIN ALL NECESSARY
PERMITS.
7.PLAN SUBMISSIONS FOR TENANT IMPROVEMENT PROJECTS MUST BE EMAILED TO LANDLORD.
8.ALL LANDLORD EQUIPMENT, COMPONENT, AND / OR SERVICES FEEDING OTHER TENANT(S) THAT
ARE EXISTING IN THE SPACE SHALL REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. TENANT
SHALL INSTALL ACCESS PANELS AS REQUIRED TO MAINTAIN ACCESS AND SHALL BE LABELED TO
PROPERLY IDENTIFY SYSTEMS. TENANT SHALL COORDINATE LOCATION WITH MALL OPERATIONS
TEAM.
8.TENANT DISPLAY FIXTURES IN THE RETAIL SPACE AND RACK / SHELVING / STORAGE UNITS IN THE
STOCKROOM SHALL BE DESIGNED TO PROVIDE ADEQUATE CLEARANCE FOR THE AUTOMATIC
(FIRE) SPRINKLER SYSTEM. NO DISPLAYS OR STORAGE SHOULD EXCEED 12 FEET AND CEILINGS
MUST BE INSTALLED TO PROVIDE A MINIMUM OF 18" OF CLEARANCE BETWEEN THE TOP OF THE
STORAGE SYSTEM AND SPRINKLER DEFLECTORS.
9.TENANT DISPLAYS OR STORAGE HIGHER THAN 12'-0" ARE CLASSIFIED AS "HIGH PILED STORAGE",
WHICH REQUIRES HIGH HAZARDOUS AUTOMATIC (FIRE) SPRINKLER PROTECTION DESIGNED PER
FM GLOBAL LOSS PREVENTION DATA SHEET AND NFPA REQUIREMENTS FOR THE STORAGE OF
"GROUP A PLASTIC" COMMODITIES. HIGH PILED STORAGE ALSO REQUIRES A MINIMUM OF 36" OF
CLEARANCE BETWEEN THE TOP OF STORAGE AND SPRINKLER DEFLECTORS.
10.TENANT SHALL NOT DRILL, WELD, SCREW, SHOOT, AND / OR PENETRATE LANDLORD’S BUILDING
STRUCTURE, FLOOR DECK, AND / OR ROOF DECK. TENANT MAY NON-DESTRUCTIVELY ATTACH OR
SUSPEND FROM, UTILIZING ALTERNATIVE METHODS OF ATTACHMENT, THE TOP CHORD OF THE
JOIST OR THE STRUCTURAL STEEL WHICH EXISTS WITHIN THE PREMISES WITH AN EVALUATION
COMPLETED BY THE TENANT’S STRUCTURAL ENGINEER OF THE EXISTING STRUCTURE AND
DETERMINATION THAT IT IS SUFFICIENT FOR THE ADDITIONAL LOAD IN ACCORDANCE WITH THE
BUILDING CODE THAT HAS BEEN ADOPTED BY THE AUTHORITIES HAVING JURISDICTION (AHJ).
REFER TO STRUCTURAL MODIFICATION REQUIREMENTS
FIRE PROTECTION / SPRINKLER NOTES
HU
N
T
I
N
G
T
O
N
B
O
U
L
E
V
A
R
D
BALDWIN AVEN
U
E
GATE
8
GENERAL LOCATION OF TENANT
IMPROVEMENT. REFER TO SITE PLAN
SHEET FOR MORE INFORMATION
LEVEL 2 OF 3, SPACES: H-12, H-13, & H-14
KEY MAP VICINITY MAP
STRUCTURAL
COLUMNS
ADJACENT TENANT
STOCK ROOM
SALES AREA
EXIT 1
ADJACENT TENANT
FE
EXIT SIGNAGE
RO
U
T
E
O
F
T
R
A
V
E
L
DI
S
T
A
N
C
E
=
64
'
-
0
"
EXIT 3
FITTING ROOMS HALLWAY
FIRE EXTIR.
MOUNT HEIGHT
AT 48" MAX.
RO
U
T
E
O
F
T
R
A
V
E
L
DI
S
T
A
N
C
E
=
79
'
-
0
"
UNISEX
TOILET
ROOM
MALL
CORRIDOR
EXIT SIGNAGE
ROUTE OF TRAVEL
DISTANCE = 42'-8"
DIAG
O
N
A
L
D
I
S
T
A
N
C
E
=
113'-
7
"
DIVID
E
D
B
Y
3
=
37'-1
0
"
(MIN
I
M
U
M
D
I
S
T
A
N
C
E
B
E
T
W
E
E
N
E
X
I
T
S
)
66'-0"
DISTANCE BETWEEN EXITS
UNISEX
TOILET
ROOM ROUTE OF TRAVEL
DISTANCE = 56'-0"
BUG EYE EMERGENCY LIGHT TO BE MOUNTED
AT MIN. OF 12'-0" AND TIGHT TO THE CEILING
AS POSSIBLE. TYP
BUG EYE EMERGENCY LIGHT TO BE MOUNTED
AT MIN. OF 12'-0" AND TIGHT TO THE CEILING
AS POSSIBLE. TYP
RO
U
T
E
O
F
T
R
A
V
E
L
DI
S
T
A
N
C
E
=
42
'
-
8
"
3'-8"
CLR
4'-10"
CLR
4'
-
1
"
5'
-
3
"
CL
R
4'-
6
"
EQEQEQ
EQEQEQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
1'-0"
EQ EQ
3'-4 1/8"
ROUTE OF TRAVEL
DISTANCE = 80-6"
4'-4"
CLR.
3'
-
3
1
/
2
"
3'
-
1
1
"
3'
-
0
"
3'
-
3
"
3'-
8
"
CL
R
.
2'
-
7
"
3'
-
0
"
3'
-
3
"
3'
-
0
"
3'-
4
"
3'
-
5
"
3'-0"4'-0"3'-0"
3'-0"3'-0"4'-0"
3'-4"3'-0"3'-0"
5'-0"
6'-
0
"
6'
-
5
"
3'
-
8
"
CL
R
.
4'
-
0
"
3'-8"
CLR.
3'-8"
CLR.3'-9"4'-11"4'-0"
4'-0"
3'-4"3'-0"3'-7"3'-8"3'-0"3'-0"5'-6"3'-
0
"
4'
-
4
"
3'
-
0
"
3'-0"3'-0"4'-0"
3'-0"
3'-0"3'-9"
4'-
6
"
4'
-
0
"
5'
-
0
3
/
8
"
6'-11"
9'-
3
"
3'-
8
"
CL
R
.
NEW STRUCTURAL COLUMNS
(E) COLUMN
(E) COLUMN
3'-
1
1
"
9"
TACTILE SIGNAGE
(E) COLUMN
STRUCTURAL
COLUMNS
STRUCTURAL
COLUMNS
4'-3 1/
2
"
4'-1
1
/
2
"
(E) VOID
NEW STRUCTURAL
COLUMNS
NEW STRUCTURAL COLUMNS
3'-
8
"
CL
R
.
NEW STRUCTURAL COLUMNS
3'
-
0
"
CL
R
.
PROVIDE YELLOW STRIPING ON THE FLOOR FOR
44" CLEAR PATH OF TRAVEL TO REAR EXIT DOOR.
3'-
8
"
CL
R
.
3'-
8
"
CL
R
.
3'-
8
"
CL
R
.
EXIT SIGNAGE
EXIT 2
ROUTE OF TRAVEL
DISTANCE = 66'-0"
ROUTE OF TRAVEL
DISTANCE = 66'-0"
TACTILE SIGNAGE
G101
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/25/23
07/24/23 BUILDING COMMENTS
KEY PLAN, VICINITY
MAP & EGRESS PLAN
1
1
2
2
22
2
2
2
2
2
2
3
2
2
2
2
2
2
3 3
1.G.C. TO VERIFY FIELD CONDITIONS AND DIMENSIONS AND NOTIFY
ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES.
2.G.C. TO CONSTRUCT A BARRICADE PRIOR TO ANY WORK IS DONE ON SITE.
TEMPORARY
BARRICADE
WALL/ENTRANCE
TEMPORARY
BARRICADE WALL
WALL GRAPHIC
WHITE W/ PACSUN
LOGO BLACK
2'-6 1/2"
V.I.F.
TEMPORARY
BARRICADE WALL
1 TEMPORARY BARRICADE WALL
3/8" = 1'-0"
GROUND
0'-0"
5 TEMPORARY BARRICADE WALL
3/8" = 1'-0"
GROUND
0'-0"
T.O. BARRICADE
15'-10" V.I.F.
2 TEMPORARY BARRICADE WALL
3/8" = 1'-0"
GROUND
0'-0"
49'-10 1/2"
V.I.F.
12'-11 1/2"
V.I.F.
2'-3 1/2"
V.I.F.
TEMPORARY
BARRICADE WALL
4 TEMPORARY BARRICADE WALL
3/8" = 1'-0"
GROUND
0'-0"TEMPORARY
BARRICADE WALL
3
A207
GROUND
0'-0"
6
-
LEASE LINE (V.I.F.)
34" MARINE GRADE
PLYBOARD SEALED TO
CONTAIN DUST, NOISE, ETC.
PACSUN SUPPLIED
GRAPHICS. REFER TO
MALL DESIGN REQ.
3 5/8" 25 GA. MTL. STUD @
24" O.C. WITH 3 4" MARINE
GRADE PLYBOARD. FINISH,
TAPED AND SPACKLED TO
RECEIVE GRAPHICS.
3'-0"
MAX.
;1
5
'
-
1
0
"
VA
R
I
E
S
W
/
S
T
O
R
E
CO
N
D
I
T
I
O
N
;
V
.
I
.
F
.
NOTE:
L.L. G.C TO REPAIR
FACADE FOR ANY
DAMAGES INCURRED
DURING CONSTRUCTION.
T.O. BARRICADE
15'-10" V.I.F.
B.O. HEADER
10'-0"
3
-
5
-
2
-
1
-
49'-10 1/2"
1
2
'
-
1
1
1
/
2
"
2'-6 3
/
8
"
3'
-
0
"
2
'
-
3
1
/
2
"
7 TEMPORARY BARRICADE WALL - PLAN VIEW
3/8" = 1'-0"
6 TEMPORARY BARRICADE WALL SECTION
3/8" = 1'-0"
17'-6
1
/
2
"
4
-
3 TEMPORARY BARRICADE WALL
3/8" = 1'-0"
GROUND
0'-0"TEMPORARY
BARRICADE WALL
17'-6 1/2"
V.I.F.
T.O. BARRICADE
15'-10" V.I.F.
T.O. BARRICADE
15'-10" V.I.F.
T.O. BARRICADE
15'-10" V.I.F.
T.O. BARRICADE
15'-10" V.I.F.
FINES WILL BE IMPOSED FOR EACH INFRACTION STATED BELOW:
1.TENANT AND GENERAL CONTRACTOR SHALL ENSURE THAT THE WORKPLACE IS IN STRICT COMPLIANCE WITH OSHA AND MALL SAFETY GUIDELINES. WHERE
THERE IS DISPUTE BETWEEN OSHA AND MALL SAFETY GUIDELINES, THE STRICTER GUIDELINE SHALL BE ENFORCED.
2.TENANT AND TENANT G.C. SHALL WEAR THE APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT (PPE) TO PREVENT INJURY TO THEIR PERSONNEL AND OTHER
PERSONS ON THE JOB SITE. HARD HATS REQUIRED. HIGH VISIBILITY VESTS OR SHIRTS ARE STRONGLY RECOMMENDED. PROPER FOOTWEAR AND CLOTHING
ARE REQUIRED WITHIN THE NEW CONSTRUCTION AREA TO PREVENT INJURY.
3.INTERIOR WORK MAY OCCUR 24 HOURS A DAY. NOISE AND ORDERS THAT CAN DISTURB CUSTOMERS AND NEIGHBORING TENANT IS LIMITED TO
NON-OPERATING HOURS; HOWEVER CONSTRUCTION PROJECTS WITHIN THE FOOD COURT AREA REQUIRE VARIOUS ADDITIONAL OPERATING APPROVALS BY
MALL MANAGEMENT.
4.GENERAL CONTRACTOR AND SUBCONTRACTORS ARE TO USE DESIGNATED PARKING AS INSTRUCTED BY THE LANDLORD DURING OPEN MALL HOURS OF
10:00AM AND 9:00PM. A FINE WILL BE IMPOSED FOR ANY VEHICLE PARKING IN NON-DESIGNATED AREAS WHEN THE MALL IS OPEN. REPEAT IN VIOLATION WILL
RESULT IN TOWING AT VEHICLE OWNER'S EXPENSE. REFER TO SITE PLAN.
5.USE OF TOXIC SUBSTANCE INCLUDING FLOOR SEALANT AND PAINT PRODUCTS SHALL BE SCHEDULED WITH MANAGEMENT AND WILL NOT BE ALLOWED
BETWEEN THE HOURS OF 6:00AM AND 10:00PM OF EACH DAY. IF USED WITHIN THOSE HOURS OPERATION WILL BE DISCONTINUED, AND THE SITE WILL BE SHUT
DOWN UNTIL APPROVAL TO PROCEED WORK IS GRANTED BY MANAGEMENT AND OSHA.
6.ALL WORKERS BREAKS SHOULD BE TAKEN INSIDE THE WORK AREA, ADJACENT LOADING DOCK OR AN EATING ESTABLISHMENT. NO WORKERS MAY
CONGREGATE IN THE MALL INTERIOR AREA DURING MALL HOURS.
7.WORKERS MUST FOLLOW THE DIRECTIVES OF THE RETAIL DELIVERY TEAM OR SECURITY STAFF. ANY WORKER FOUND TO BE IN DISPUTE WITH MALL PATRONS
OR STAFF WILL BE ESCORTED FROM THE PREMISES.
8.TOOLS, WORK MATERIAL AND SUPPLIES SHALL BE CONFINED TO THE WORK PREMISES. NO WORK IS TO BE CONDUCTED OR MATERIALS BE STORED IN
SERVICE CORRIDORS, LOADING DOCKS OR MALL COMMON AREAS.
9.CONTRACTOR AND SUBCONTRACTORS ARE NOT TO USE PUBLIC RESTROOMS TO CLEAN THEIR TOOLS.
10.IT IS THE GENERAL CONTRACTOR’S RESPONSIBILITY TO SECURE TOOLS, EQUIPMENT, AND MATERIALS AT THE END OF EACH DAY. GENERAL CONTRACTOR
MUST PROVIDE AN ENTRY CARPET WITHIN THEIR BARRICADE TO PREVENT DUST FROM TRAILING OUT TO THE MALL COMMON AREA. GENERAL CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR THE MOPPING AND SWEEPING OF COMMON AREAS FREE OF CONSTRUCTION DIRT AND DEBRIS.
11.TENANT AND GENERAL CONTRACTOR SHALL PROTECT THEIR WORK FROM DAMAGE AND SHALL PROTECT THE WORK OF OTHER TENANTS AND LANDLORD
FROM DAMAGE BY TENANT, GENERAL CONTRACTOR AND/OR EMPLOYEES AND SUB-CONTRACTORS.
CONTRACTOR WORK AREA AND PRACTICES NOTES
FINES WILL BE IMPOSED FOR EACH INFRACTION STATED BELOW:
1.BARRICADES CONSTRUCTION COST WILL BE BORN / REIMBURSED BY THE CONTRACTOR.
2.BARRICADES WITH GRAPHICS ARE REQUIRED FOR ALL STORE REMODELS AND
RENOVATIONS AND WILL REQUIRE MANAGEMENT APPROVAL, AND THEN BE PROVIDED
BY THE LANDLORD OR CONSTRUCTED BY THE CONTRACTOR AS DETERMINED BY THE
TENANT LEASE.
3.PRIOR TO THE START OF CONSTRUCTION, A MANDATORY PRE-CONSTRUCTION MEETING
BETWEEN MANAGEMENT AND THE GENERAL CONTRACTOR MUST BE HELD. THIS
MEETING MUST BE SCHEDULED AT LEAST THREE (3) DAYS PRIOR TO THE PROPOSED
START DATE WITH THE REQUIRED DOCUMENTS.
4.BARRICADE GRAPHICS
4.1.BARRICADE GRAPHICS ARE ADDITIONAL AT THE TENANT OR TENANT
CONTRACTOR'S EXPENSE.
4.2.ALL QUESTIONS REGARDING BARRICADE GRAPHIC REQUIREMENTS MUST BE
SUBMITTED TO MANAGEMENT.
4.3.ALL BARRICADE GRAPHICS ARE REQUIRED AND MUST BE APPROVED BY
MANAGEMENT. GRAPHICS MUST BE INSTALLED WITHIN 72 HOURS OF BARRICADE
INSTALLATION.
5.TENANT G.C. OR SUBCONTRACTORS WILL NOT BE ALLOWED TO POST ANY SIGNAGE
CONTAINING THE NAME OR ADVERTISING OF THEIR FIRM TO ANY PART OF THE
BARRICADE, SHOPPING CENTER, OR PREMISES AT ANY TIME WITHOUT APPROVAL.
6.LANDLORD RESERVES THE RIGHT TO POST A NOTICE OF NON-RESPONSIBILITY ON ANY
ENTRY INTO SPACE AS REQUIRED BY TENANT'S LEASE.
7.BARRICADES MAY NOT BE MORE THAN FOUR (4) FEET FROM THE STOREFRONT.
8.ALL BARRICADES ARE REQUIRED TO HAVE A HARD LID.
9.BARRICADES ONCE IN PLACE, CANNOT BE REMOVED WITHOUT THE APPROVAL OF
MANAGEMENT.
10.NO FOOT TRAFFIC WILL BE PERMITTED THROUGH THE BARRICADE DURING MALL HOURS,
USE BACKDOOR WHERE APPLICABLE.
11.ALL FINISHED MALL AREAS, INCLUDING SOFFITS, ARE TO BE RETURNED TO THEIR
ORIGINAL CONDITION WHEN CONSTRUCTION IS COMPLETE AND BARRICADE IS
REMOVED.
12.THE SURFACES WHERE THE BARRICADE HAS BEEN FASTENED TO THE MALL MUST BE
REPAIRED AND PAINTED TO MATCH EXISTING MALL COLOR. MATCHING PAINT COLORS
CAN BE OBTAINED FROM THE MALL MAINTENANCE OFFICE.
13.ALL MALL FLOORING INSIDE THE BARRICADE MUST BE PROTECTED AT ALL TIMES.
FLOORING: ANY CHIPS, HOLES OR SCRATCHES, TAPE RESIDUE IN OR ON THE MALL
FLOORING FROM DEMOLITION OF THE OLD STOREFRONT OR CONSTRUCTION THAT WILL
REMAIN EXPOSED AFTER NEW CONSTRUCTION ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR.
14.ANY QUESTIONS OR CONCERNS THAT MAY ARISE REGARDING THESE RULES DURING
THE CONSTRUCTION OF TENANT SPACE SHOULD BE BROUGHT TO MANAGEMENT
IMMEDIATELY.
STOREFRONT BARRICADE POLICY
GENERAL NOTES
BARRICADE PLAN
AND ELEVATIONS
A100
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
KEYED NOTES
NOTES
1 REMOVE STOREFRONT SYSTEMS, GLAZING, AND DOORS IN THEIR ENTIRETY.
2 EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED.
3 LEASE LINE
4 EXISTING FLOORING AND WALL TILE TO BE REMOVED PREPARE FOR INSTALLATION OF NEW FLOORING AND WALL
MATERIALS AS INDICATED IN THESE PLANS. SEE SPECIFICATIONS FOR ADDITIONAL FLOOR PREPARATION NOTES.
5 EXISTING SERVICE DOOR TO REMAIN. SEE DOOR SCHEDULE FOR NEW HARDWARE.
6 EXISTING STRUCTURAL COLUMN TO REMAIN.
7 EXISTING DOOR AND HARDWARE TO BE REMOVED.
8 DIMENSIONS TO GIVE LOCATION OF TRENCH/CORE DRILL. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION.
9 ELECTRICAL FLOOR BOX , ELECTRICAL AND DATA FOR 3 POS STATIONS. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT
SIZE. SEE SHEET A561 FOR ADDITIONAL SLAB/TRENCH INFORMATION.
10 EXISTING INTERIOR WALL TO BE REMOVED IN ITS ENTIRETY.
11 EXISTING TOILET ROOM, PLUMBING FIXTURES, WALLS, DOOR, CEILING SYSTEM, AND LIGHT FIXTURES TO BE REMOVED IN
THEIR ENTIRETY. PATCH AND REPAIR AS NEEDED TO PREPARE FOR NEW FINISHES AS INDICATED IN THESE PLANS.
12 EXISTING FURRING TO REMAIN. PATCH AND REPAIR AS NEEDED. PREP FOR FINISHES.
13 EXISTING CEILING, LIGHT FIXTURES, AND DIFFUSERS TO BE REMOVED IN THEIR ENTIRETY.
14 EXISTING ADJACENT TENANT'S STOREFRONT TO REMAIN IN ITS ENTIRETY, N.I.S.
15 EXISTING DEMISING WALL TO BE REMOVED IN ITS ENTIRETY. PATCH AND REPAIR AS REQUIRED.
16 EXISTING SERVICE DOOR TO BE CLOSED, LOCKED AND WELDED SHUT.
17 DEMO SECTION OF WALL FOR NEW RATED EXIT DOOR - COORDINATE WITH MALL.
##1.CHECK MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO
DEMOLITION WITH REGARD TO UTILIZING ANY EXISTING WIRING,
LINES, COMPONENTS, ETC.
2.PROVIDE TRASH CONTAINER AS REQUIRED AT LOCATION TO SUIT
LANDLORD. REMOVE DEBRIS DAILY AND HAUL FROM THE SITE AT
TIME TO SUIT LANDLORD.
3.NOTIFY ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES OR
UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS.
4.ALL REMOVED MATERIAL AND DEBRIS, NOT OTHERWISE
DESIGNATED, BECOMES THE PROPERTY OF THE CONTRACTOR,
WHO SHALL REMOVE IT FROM THE SITE.
5.G.C. SHALL NOT DEMOLISH ANY LOAD BEARING WALLS OR
CONSTRUCTION THAT WILL COMPROMISE THE STRUCTURAL
INTEGRITY OF THE EXISTING SPACE. G.C. TO NOTIFY THE
ARCHITECT IMMEDIATELY OF ANY STRUCTURAL CONCERNS DURING
DEMOLITION.
6.EXISTING EQUIPMENT NOT BEING USED MUST BE COMPLETELY
REMOVED / DISPOSED OF PROPERLY. NOTHING CAN BE ABANDONED
ABOVE THE CEILING.
7.REMOVE EXISTING ACOUSTICAL CEILING GRID AND TILES, LIGHT
FIXTURES, AND GYPSUM WALLBOARD SOFFITS AS SCHEDULED FOR
DEMOLITION AND AS REQUIRED BY PARTITION DEMOLITION AND
NEW CONSTRUCTION WORK. MAINTAIN EXISTING CEILING WIRE
HANGERS FOR FUTURE USE.
8.REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, TELEPHONE
AND DATA JACKS AND THERMOSTATS IN PARTITIONS SCHEDULED
FOR DEMOLITION. MODIFY EXISTING WIRING AS REQUIRED BY NEW
CONSTRUCTION OR, IF NOT REQUIRED, TERMINATE AND CAP OFF AT
NEAREST PANEL OR SOURCE ABOVE CEILING.
9.REMOVE EXISTING FLOOR FINISHES SCHEDULED FOR REMOVAL AND
AS REQUIRED BY PARTITION DEMOLITION AND NEW CONSTRUCTION.
PREPARE EXISTING FLOOR SURFACE PER MANUFACTURER FOR
INSTALLATION OF NEW FLOORING MATERIAL AS INDICATED IN
THESE PLANS. G.C. MAY NEED TO PERFORM A MOISTURE TEST
PRIOR TO ANY DEMOLITION OR NEW FLOORING INSTALLATION.
NEWLY REPLACED OR LIKE-NEW FINISHES MAY REMAIN AT THE
DISCRETION OF THE CONSTRUCTION PM. G.C. TO VERIFY PRIOR TO
REMOVAL. PROTECT ALL NEW FLOOR FINISHES UNTIL FINAL
CLEANING.
10.REMOVE ALL CONSTRUCTION DEBRIS FROM AREA. REPAIR ALL
ADJACENT DAMAGED SURFACES, AS NECESSARY. PREPARE ALL
DAMAGED SURFACES FOR FINISHES AS SCHEDULED OR REFINISH
TO MATCH EXISTING FINISH.
11.PROVIDE A SMOOTH, NEAT, AND CONTINUOUS APPEARANCE WHERE
DEMOLITION WORK MEETS ADJACENT EXISTING WORK. REMOVE
EXISTING FINISHES AS REQUIRED TO PROVIDE NEAT, STRAIGHT
SEAMS AND TRANSITIONS BETWEEN EXISTING AND MATCHING NEW
FINISHES.
12.IN ACCORDANCE WITH LOCAL CODES, REPLACE ALL FIRE
SUPPRESSION AND FIRE ALARM EQUIPMENT DISTURBED BY
DEMOLITION WORK. MAINTAIN INTEGRITY OF FIRE SUPPRESSION
AND FIRE ALARM SYSTEMS.
13.IN THE CASE THAT THE EXISTING CABLE LINE, PHONE LINE AND
BLOCK, T-1 LINE AND DATA CABLING ARE PRESENT, G.C. SHALL
SALVAGE AND REWORK TO FACILITATE NEW INSTALLATION
14.G.C. SHALL CONSTRUCT A BARRICADE WALL AS REQUIRED. G.C.
SHALL COORDINATE REQUIREMENTS WITH MALL PROPERTY
MANAGEMENT.
15.BARRICADE GRAPHICS SHALL BE PROVIDED BY MALL UNLESS
OTHERWISE REQUESTED. G.C. SHALL ENGAGE PACSUN'S SIGN
VENDOR FOR BARRICADE GRAPHICS AS REQUIRED.
16.FIRE SPRINKLER SYSTEM TO REMAIN - G.C. TO RE-WORK/ MODIFY
SYSTEM AS REQUIRED FOR NEW CONSTRUCTION.
17.WHERE REQUIRED BY THE LOCAL JURISDICTION, G.C. SHALL
PREPARE A "RECYCLING PLAN" TO DIVERT DEBRIS FOR RECYCLING.
G.C. SHALL KEEP RECORDS OF DIVERTED MATERIAL AS REQUIRED.
G.C. TO VERIFY REQUIREMENTS WITH JURISDICTION AND TO MALL
OPERATIONS/ LANDLORD WHERE APPLICABLE.
18.REMOVE ALL EXISTING INTERIOR PARTITIONS, DOORS, AND DOOR
FRAMES SCHEDULED FOR DEMOLITION. REMOVE ALL MILLWORK,
EQUIPMENT, ETC. THAT IS ATTACHED TO PARTITIONS SCHEDULED
FOR DEMOLITION.
19.REMOVE EXISTING HVAC CEILING DIFFUSERS AND RETURN GRILLES
AS SCHEDULED FOR DEMOLITION AND AS REQUIRED BY PARTITION
DEMOLITION AND NEW CONSTRUCTION. MODIFY EXISTING
DUCTWORK AS REQUIRED BY NEW CONSTRUCTION, OR IF NOT
REQUIRED, TERMINATE AND CAP OFF SUPPLY AND RETURN DUCTS
AT NEAREST SOURCE ABOVE CEILING.
20.REMOVE ALL EXISTING PLUMBING FIXTURES, FITTINGS, AND PIPING
AS SCHEDULED FOR DEMOLITION AND AS REQUIRED BY PARTITION
DEMOLITION AND NEW CONSTRUCTION. MODIFY EXISTING PIPING AS
REQUIRED BY NEW CONSTRUCTION, OR IF NOT REQUIRED,
TERMINATE AND CAP OFF AT WET STACK.
21.REMOVAL/RELOCATION OF ALL CEILING EQUIPMENT (TYCO, FIRE
ALARM, SPRINKLER, SHOPPER TRAK, ETC.) MUST BE PERFORMED BY
THE REQUIRED VENDORS. PACSUN'S VENDOR TO RELOCATE
SECURITY CAMERAS AS NEEDED PER NEW FIXTURE LAYOUT.
COORDINATE WITH PACSUN'S PROJECT MANAGER.
22.G.C. TO CONFIRM FLOOR SLAB IS SMOOTH AND LEVEL AND NOTIFY
CONSTRUCTION PM OF ANY DISCREPANCIES.
23.MAINTAIN EXISTING EXITS, EMERGENCY LIGHTING, AND
ILLUMINATION MEANS OF EGRESS DURING DEMOLITION AND
CONSTRUCTION AS REQUIRED BY JHA AND ALL GOVERNING CODES.
24.SAW-CUTTING SHOWN ON PLANS IS AN INDICATION OF THE
INTENDED WORK FOR BIDDING AND COORDINATION PURPOSES
ONLY. IT IS NOT INTENDED TO BE A SPECIFICATION OR METHOD.
25.WHEN EXISTING MECHANICAL SYSTEM IS TO REMAIN, G.C. TO CLEAN
DUCTWORK, DIFFUSERS, AND REPLACE HVAC AIR FILTERS AFTER
CONSTRUCTION AND CLEANUP IS COMPLETE PRIOR TO TURNING
PROJECT OVER TO PACSUN.
26.DURING CONSTRUCTION, THE G.C. IS TO PROVIDE A PORTABLE
FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A
WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE
SPACE.
1.GENERAL CONTRACTOR AND/OR SUBCONTRACTORS SHALL REVIEW THE EXISTING
FACILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW
WORK. A WRITTEN OUTLINE OF ALL REQUIRED DEMOLITION SHALL BE SUBMITTED TO
THE PACSUN DESCRIBING THE FOLLOWING (BUT NOT LIMITED TO):
1.1.CONDITION OF EXISTING POWER PANELS AND TRANSFORMERS; FEASIBILITY FOR
RELOCATION AND REFURBISHING, OR NEED FOR REPLACEMENT DUE TO AGE OR
EXISTING CONDITION.
1.2.CONDITION OF EXISTING GYPSUM BOARD ON EXISTING DEMISING WALLS AND
RECOMMENDATION OF WHETHER TO REMOVE EXISTING OR REUSE TO BE
DETERMINED IN FIELD.
1.3.SUMMARIZE RECOMMENDATIONS FOR REUSE OF EXISTING MATERIALS,
EQUIPMENT AND ACCESSORIES. ONCE REFURBISHED TO A LIKE-NEW CONDITION,
ITEMIZE THE CREDIT TO THE CONTRACT.
1.4.TENANT G.C. SHALL NOTIFY ARCHITECT OF ANY UN-NOTED EXISTING CONDITION
WHICH CONFLICTS WITH THE PROJECT REQUIREMENTS AND MAY REQUIRE
MODIFICATION, RELOCATION, OR REMOVAL TO COMPLETE THE PROJECT WITHIN 24
HOURS SO THAT THE NECESSARY DRAWING REVISIONS MAY BE INCORPORATED
INTO THE PROJECT REQUIREMENTS.
1.5.IN ADDITION TO THE ABOVE, REFER TO GENERAL DEMOLITION NOTES INDICATED
IN SPECIFICATION DIVISION 2 - DEMOLITION / BUILDING ALTERATION.
1.6.CONDITION OF EXISTING MECHANICAL SYSTEM; FEASIBILITY OF REUSING,
RELOCATION, OR REFURBISHING EXISTING EQUIPMENT AND DUCTWORK; AND
RECOMMENDATION OF REPLACEMENT, IF NECESSARY, PRIOR TO BID. SEE
MECHANICAL DRAWINGS FOR SCOPE OF MECHANICAL WORK
2.WHEN EXISTING CEILING IS TO REMAIN, REPLACE INDIVIDUAL CEILING TILES IF DAMAGED
OR NOT MATCHED TO ADJACENT TILES. IF MORE THAN 25% ARE DAMAGED OR NOT
MATCHED TO ADJACENT TILES, G.C. TO REPORT CONDITION AND COORDINATE EXTENT
OF REPLACEMENT WITH CONSTRUCTION PM.
GENERAL NOTESSCOPE SUMMARY
1 DEMOLITION FLOOR PLAN
1/4" = 1'-0"N
TRENCH NOTES
1.SLAB PENETRATIONS SHALL BE MADE WITH PROPER LOCATION AND
X-RAY IDENTIFICATIONS OF EXISTING REBAR AND/OR POST TENSION
CABLES.
3
9
1
3 2
2
4
5
7
7
7
7
10
10
10
13
10
MALL
8
6'-0"
22
'
-
1
"
H-12 SPACE
H-13 SPACE
H-14 SPACE
2
A103
1
1
1
1
1
1
1
2 2
2
2
22
3
3
3
3 3
4"
V
.
I
.
F
.
2'-2"
V.I.F.
15
15
14
16
6
6
6
10
10
1015
7
7
7
1011
11
11
10
7
7
7 10
10
15
4
13
4
13
10
CORRIDOR
ADJACENT TENANT
ADJACENT TENANT
VOID
12
3
A103
18
'
-
7
"
3'
-
4
"
17
A101
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
DEMOLITION
FLOOR PLAN
2
KEYED NOTES
NOTES
1 EXISTING CEILING, LIGHT FIXTURES, AND DIFFUSERS TO BE REMOVED IN THEIR
ENTIRETY.
2 CEILING ACCESS PANEL TO BE REMOVED.
3 EXISTING SOFFIT, LIGHT FIXTURES, AND DIFFUSERS TO BE REMOVED IN THEIR
ENTIRETY.
##1.CHECK MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO
DEMOLITION WITH REGARD TO UTILIZING ANY EXISTING WIRING,
LINES, COMPONENTS, ETC.
2.PROVIDE TRASH CONTAINER AS REQUIRED AT LOCATION TO SUIT
LANDLORD. REMOVE DEBRIS DAILY AND HAUL FROM THE SITE AT
TIME TO SUIT LANDLORD.
3.NOTIFY ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES OR
UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS.
4.ALL REMOVED MATERIAL AND DEBRIS, NOT OTHERWISE
DESIGNATED, BECOMES THE PROPERTY OF THE CONTRACTOR,
WHO SHALL REMOVE IT FROM THE SITE.
5.G.C. SHALL NOT DEMOLISH ANY LOAD BEARING WALLS OR
CONSTRUCTION THAT WILL COMPROMISE THE STRUCTURAL
INTEGRITY OF THE EXISTING SPACE. G.C. TO NOTIFY THE
ARCHITECT IMMEDIATELY OF ANY STRUCTURAL CONCERNS DURING
DEMOLITION.
6.EXISTING EQUIPMENT NOT BEING USED MUST BE COMPLETELY
REMOVED / DISPOSED OF PROPERLY. NOTHING CAN BE ABANDONED
ABOVE THE CEILING.
7.REMOVE EXISTING ACOUSTICAL CEILING GRID AND TILES, LIGHT
FIXTURES, AND GYPSUM WALLBOARD SOFFITS AS SCHEDULED FOR
DEMOLITION AND AS REQUIRED BY PARTITION DEMOLITION AND
NEW CONSTRUCTION WORK. MAINTAIN EXISTING CEILING WIRE
HANGERS FOR FUTURE USE.
8.REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, TELEPHONE
AND DATA JACKS AND THERMOSTATS IN PARTITIONS SCHEDULED
FOR DEMOLITION. MODIFY EXISTING WIRING AS REQUIRED BY NEW
CONSTRUCTION OR, IF NOT REQUIRED, TERMINATE AND CAP OFF AT
NEAREST PANEL OR SOURCE ABOVE CEILING.
9.REMOVE EXISTING FLOOR FINISHES SCHEDULED FOR REMOVAL AND
AS REQUIRED BY PARTITION DEMOLITION AND NEW CONSTRUCTION.
PREPARE EXISTING FLOOR SURFACE PER MANUFACTURER FOR
INSTALLATION OF NEW FLOORING MATERIAL AS INDICATED IN
THESE PLANS. G.C. MAY NEED TO PERFORM A MOISTURE TEST
PRIOR TO ANY DEMOLITION OR NEW FLOORING INSTALLATION.
NEWLY REPLACED OR LIKE-NEW FINISHES MAY REMAIN AT THE
DISCRETION OF THE CONSTRUCTION PM. G.C. TO VERIFY PRIOR TO
REMOVAL. PROTECT ALL NEW FLOOR FINISHES UNTIL FINAL
CLEANING.
10.REMOVE ALL CONSTRUCTION DEBRIS FROM AREA. REPAIR ALL
ADJACENT DAMAGED SURFACES, AS NECESSARY. PREPARE ALL
DAMAGED SURFACES FOR FINISHES AS SCHEDULED OR REFINISH
TO MATCH EXISTING FINISH.
11.PROVIDE A SMOOTH, NEAT, AND CONTINUOUS APPEARANCE WHERE
DEMOLITION WORK MEETS ADJACENT EXISTING WORK. REMOVE
EXISTING FINISHES AS REQUIRED TO PROVIDE NEAT, STRAIGHT
SEAMS AND TRANSITIONS BETWEEN EXISTING AND MATCHING NEW
FINISHES.
12.IN ACCORDANCE WITH LOCAL CODES, REPLACE ALL FIRE
SUPPRESSION AND FIRE ALARM EQUIPMENT DISTURBED BY
DEMOLITION WORK. MAINTAIN INTEGRITY OF FIRE SUPPRESSION
AND FIRE ALARM SYSTEMS.
13.IN THE CASE THAT THE EXISTING CABLE LINE, PHONE LINE AND
BLOCK, T-1 LINE AND DATA CABLING ARE PRESENT, G.C. SHALL
SALVAGE AND REWORK TO FACILITATE NEW INSTALLATION
14.G.C. SHALL CONSTRUCT A BARRICADE WALL AS REQUIRED. G.C.
SHALL COORDINATE REQUIREMENTS WITH MALL PROPERTY
MANAGEMENT.
15.BARRICADE GRAPHICS SHALL BE PROVIDED BY MALL UNLESS
OTHERWISE REQUESTED. G.C. SHALL ENGAGE PACSUN'S SIGN
VENDOR FOR BARRICADE GRAPHICS AS REQUIRED.
16.FIRE SPRINKLER SYSTEM TO REMAIN - G.C. TO RE-WORK/ MODIFY
SYSTEM AS REQUIRED FOR NEW CONSTRUCTION.
17.WHERE REQUIRED BY THE LOCAL JURISDICTION, G.C. SHALL
PREPARE A "RECYCLING PLAN" TO DIVERT DEBRIS FOR RECYCLING.
G.C. SHALL KEEP RECORDS OF DIVERTED MATERIAL AS REQUIRED.
G.C. TO VERIFY REQUIREMENTS WITH JURISDICTION AND TO MALL
OPERATIONS/ LANDLORD WHERE APPLICABLE.
18.REMOVE ALL EXISTING INTERIOR PARTITIONS, DOORS, AND DOOR
FRAMES SCHEDULED FOR DEMOLITION. REMOVE ALL MILLWORK,
EQUIPMENT, ETC. THAT IS ATTACHED TO PARTITIONS SCHEDULED
FOR DEMOLITION.
19.REMOVE EXISTING HVAC CEILING DIFFUSERS AND RETURN GRILLES
AS SCHEDULED FOR DEMOLITION AND AS REQUIRED BY PARTITION
DEMOLITION AND NEW CONSTRUCTION. MODIFY EXISTING
DUCTWORK AS REQUIRED BY NEW CONSTRUCTION, OR IF NOT
REQUIRED, TERMINATE AND CAP OFF SUPPLY AND RETURN DUCTS
AT NEAREST SOURCE ABOVE CEILING.
20.REMOVE ALL EXISTING PLUMBING FIXTURES, FITTINGS, AND PIPING
AS SCHEDULED FOR DEMOLITION AND AS REQUIRED BY PARTITION
DEMOLITION AND NEW CONSTRUCTION. MODIFY EXISTING PIPING AS
REQUIRED BY NEW CONSTRUCTION, OR IF NOT REQUIRED,
TERMINATE AND CAP OFF AT WET STACK.
21.REMOVAL/RELOCATION OF ALL CEILING EQUIPMENT (TYCO, FIRE
ALARM, SPRINKLER, SHOPPER TRAK, ETC.) MUST BE PERFORMED BY
THE REQUIRED VENDORS. PACSUN'S VENDOR TO RELOCATE
SECURITY CAMERAS AS NEEDED PER NEW FIXTURE LAYOUT.
COORDINATE WITH PACSUN'S PROJECT MANAGER.
22.G.C. TO CONFIRM FLOOR SLAB IS SMOOTH AND LEVEL AND NOTIFY
CONSTRUCTION PM OF ANY DISCREPANCIES.
23.MAINTAIN EXISTING EXITS, EMERGENCY LIGHTING, AND
ILLUMINATION MEANS OF EGRESS DURING DEMOLITION AND
CONSTRUCTION AS REQUIRED BY JHA AND ALL GOVERNING CODES.
24.SAW-CUTTING SHOWN ON PLANS IS AN INDICATION OF THE
INTENDED WORK FOR BIDDING AND COORDINATION PURPOSES
ONLY. IT IS NOT INTENDED TO BE A SPECIFICATION OR METHOD.
25.WHEN EXISTING MECHANICAL SYSTEM IS TO REMAIN, G.C. TO CLEAN
DUCTWORK, DIFFUSERS, AND REPLACE HVAC AIR FILTERS AFTER
CONSTRUCTION AND CLEANUP IS COMPLETE PRIOR TO TURNING
PROJECT OVER TO PACSUN.
26.DURING CONSTRUCTION, THE G.C. IS TO PROVIDE A PORTABLE
FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A
WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE
SPACE.
1.GENERAL CONTRACTOR AND/OR SUBCONTRACTORS SHALL REVIEW THE EXISTING FACILITY TO
DETERMINE THE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE NEW WORK. A WRITTEN
OUTLINE OF ALL REQUIRED DEMOLITION SHALL BE SUBMITTED TO THE PACSUN DESCRIBING THE
FOLLOWING (BUT NOT LIMITED TO):
1.1.CONDITION OF EXISTING POWER PANELS AND TRANSFORMERS; FEASIBILITY FOR RELOCATION
AND REFURBISHING, OR NEED FOR REPLACEMENT DUE TO AGE OR EXISTING CONDITION.
1.2.CONDITION OF EXISTING GYPSUM BOARD ON EXISTING DEMISING WALLS AND
RECOMMENDATION OF WHETHER TO REMOVE EXISTING OR REUSE TO BE DETERMINED IN
FIELD.
1.3.SUMMARIZE RECOMMENDATIONS FOR REUSE OF EXISTING MATERIALS, EQUIPMENT AND
ACCESSORIES. ONCE REFURBISHED TO A LIKE-NEW CONDITION, ITEMIZE THE CREDIT TO THE
CONTRACT.
1.4.TENANT G.C. SHALL NOTIFY ARCHITECT OF ANY UN-NOTED EXISTING CONDITION WHICH
CONFLICTS WITH THE PROJECT REQUIREMENTS AND MAY REQUIRE MODIFICATION,
RELOCATION, OR REMOVAL TO COMPLETE THE PROJECT WITHIN 24 HOURS SO THAT THE
NECESSARY DRAWING REVISIONS MAY BE INCORPORATED INTO THE PROJECT
REQUIREMENTS.
1.5.IN ADDITION TO THE ABOVE, REFER TO GENERAL DEMOLITION NOTES INDICATED IN
SPECIFICATION DIVISION 2 - DEMOLITION / BUILDING ALTERATION.
1.6.CONDITION OF EXISTING MECHANICAL SYSTEM; FEASIBILITY OF REUSING, RELOCATION, OR
REFURBISHING EXISTING EQUIPMENT AND DUCTWORK; AND RECOMMENDATION OF
REPLACEMENT, IF NECESSARY, PRIOR TO BID. SEE MECHANICAL DRAWINGS FOR SCOPE OF
MECHANICAL WORK
2.WHEN EXISTING CEILING IS TO REMAIN, REPLACE INDIVIDUAL CEILING TILES IF DAMAGED OR NOT
MATCHED TO ADJACENT TILES. IF MORE THAN 25% ARE DAMAGED OR NOT MATCHED TO
ADJACENT TILES, G.C. TO REPORT CONDITION AND COORDINATE EXTENT OF REPLACEMENT
WITH CONSTRUCTION PM.
GENERAL NOTESSCOPE SUMMARY
1 DEMOLITION REFLECTED CEILING PLAN
1/4" = 1'-0"
LED-LC2-R-EMLED-LC2-R-EM
SD
C
C
SD
S
C
S C
SD C
S
SD
S
SD
S
C
S
SDSD SD
C
S
SC
C
C
LE
D
-
E
M
E
LE
D
-
E
M
E
LE
D
-
E
M
E
SD C
S
S
C
SD
C
SD
S
S
SD
C
CCS
C
SD
LED-EM
SS S
S
SD
S
C
SD
SD
LED-EME
1
1
1
2
2
ADJACENT TENANT
ADJACENT TENANT
MALL
CORRIDOR
1
1
1
1
1
N
1
1
1
3
3
3
3
3
3
3
3
1
3
1
3
1
3
VOID
H-12 SPACE
H-13 SPACE
H-14 SPACE
A102
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
DEMOLITION
REFLECTED
CEILING PLAN
(E
)
V
O
I
D
EXISTING SIGNAGE
1 ENLARGED DOMLITION STOREFRONT PLAN
3/8" = 1'-0"
FINISH FLOOR
0'-0"
T.O. (E) BUILDING
15'-10" V.I.F.
EXISTING LEASE LINE
31
'
-
5
"
V
.
I
.
F
.
(E
)
S
T
O
R
E
F
R
O
N
T
T
O
B
E
B
E
D
E
M
O
L
I
S
H
E
D
E
N
T
I
R
E
L
Y
58'-1" V.I.F.
(E) STOREFRONT TO BE DEMOLISHED ENTIRELY
1
A103
NOTES:
REFER TO DEMOLITION PLAN FOR MORE
PLAN DEMOLITION INFORMATION.
EXISTING SIGNAGE EXISTING SIGNAGE
(E) 5" V.I.F.
(E
)
1'
-
6
"
V.
I
.
F
.
(E) 8"
V.I.F.
(E
)
A
D
J
A
C
E
N
T
T
E
N
A
N
T
(E) MALL
2 DEMOLITION STOREFRONT ELEVATION
3/8" = 1'-0"
3
A103
3 DEMOLITION STOREFRONT ELEVATION
3/8" = 1'-0"
(E) H-12 SPACE(E) H-13 SPACE(E) H-14 SPACE
FINISH FLOOR
0'-0"
T.O. (E) BUILDING
15'-10" V.I.F.
KEYED NOTES
NOTES
1 REMOVE STOREFRONT SYSTEMS, GLAZING, AND DOORS IN THEIR ENTIRETY.
2 EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED.
3 LEASE LINE
4
EXISTING FLOORING AND WALL TILE TO BE REMOVED PREPARE FOR INSTALLATION OF NEW
FLOORING AND WALL MATERIALS AS INDICATED IN THESE PLANS. SEE SPECIFICATIONS FOR
ADDITIONAL FLOOR PREPARATION NOTES.
5 EXISTING AUTO FIRE SYSTEM 4 TO BE REMOVED ENTIRELY. V.I.F.
6 EXISTING STRUCTURAL COLUMN TO REMAIN.
7 EXISTING CEILING, LIGHT FIXTURES, AND DIFFUSERS TO BE REMOVED IN THEIR ENTIRETY.
8 EXISTING FURRING TO REMAIN. PATCH AND REPAIR AS NEEDED. PREP FOR FINISHES.
9 EXISTING ADJACENT TENANT'S STOREFRONT TO REMAIN IN ITS ENTIRETY, N.I.S.
10 EXISTING INTERIOR WALL TO BE REMOVED IN ITS ENTIRETY.
11 EXISTING SIGNAGE AND CONNECTIONS TO BE REMOVED IN ITS ENTIRETY.
##
11
1
1
1
1
1
1
11
1
3
3
3
3
6
6
2 2
2
4
7
4
7
4
7
9
1515
8
10
10
1
1
2
2 1 1 1
2
1 1 1
2
3
3
11 11 11
3
1 1 1
11
5
GENERAL NOTES
1.CHECK MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO DEMOLITION WITH REGARD
TO UTILIZING ANY EXISTING WIRING, LINES, COMPONENTS, ETC.
2.PROVIDE TRASH CONTAINER AS REQUIRED AT LOCATION TO SUIT LANDLORD. REMOVE
DEBRIS DAILY AND HAUL FROM THE SITE AT TIME TO SUIT LANDLORD.
3.NOTIFY ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES OR UNFORESEEN ITEMS
NOT SHOWN ON DRAWINGS.
4.ALL REMOVED MATERIAL AND DEBRIS, NOT OTHERWISE DESIGNATED, BECOMES THE
PROPERTY OF THE CONTRACTOR, WHO SHALL REMOVE IT FROM THE SITE.
5.G.C. SHALL NOT DEMOLISH ANY LOAD BEARING WALLS OR CONSTRUCTION THAT WILL
COMPROMISE THE STRUCTURAL INTEGRITY OF THE EXISTING SPACE. G.C. TO NOTIFY
THE ARCHITECT IMMEDIATELY OF ANY STRUCTURAL CONCERNS DURING DEMOLITION.
6.EXISTING EQUIPMENT NOT BEING USED MUST BE COMPLETELY REMOVED / DISPOSED
OF PROPERLY. NOTHING CAN BE ABANDONED ABOVE THE CEILING.
7.REMOVE EXISTING ACOUSTICAL CEILING GRID AND TILES, LIGHT FIXTURES, AND
GYPSUM WALLBOARD SOFFITS AS SCHEDULED FOR DEMOLITION AND AS REQUIRED BY
PARTITION DEMOLITION AND NEW CONSTRUCTION WORK. MAINTAIN EXISTING CEILING
WIRE HANGERS FOR FUTURE USE.
8.REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, TELEPHONE AND DATA JACKS AND
THERMOSTATS IN PARTITIONS SCHEDULED FOR DEMOLITION. MODIFY EXISTING WIRING
AS REQUIRED BY NEW CONSTRUCTION OR, IF NOT REQUIRED, TERMINATE AND CAP OFF
AT NEAREST PANEL OR SOURCE ABOVE CEILING.
9.REMOVE EXISTING FLOOR FINISHES SCHEDULED FOR REMOVAL AND AS REQUIRED BY
PARTITION DEMOLITION AND NEW CONSTRUCTION. PREPARE EXISTING FLOOR
SURFACE PER MANUFACTURER FOR INSTALLATION OF NEW FLOORING MATERIAL AS
INDICATED IN THESE PLANS. G.C. MAY NEED TO PERFORM A MOISTURE TEST PRIOR TO
ANY DEMOLITION OR NEW FLOORING INSTALLATION. NEWLY REPLACED OR LIKE-NEW
FINISHES MAY REMAIN AT THE DISCRETION OF THE CONSTRUCTION PM. G.C. TO VERIFY
PRIOR TO REMOVAL. PROTECT ALL NEW FLOOR FINISHES UNTIL FINAL CLEANING.
10.REMOVE ALL CONSTRUCTION DEBRIS FROM AREA. REPAIR ALL ADJACENT DAMAGED
SURFACES, AS NECESSARY. PREPARE ALL DAMAGED SURFACES FOR FINISHES AS
SCHEDULED OR REFINISH TO MATCH EXISTING FINISH.
11.PROVIDE A SMOOTH, NEAT, AND CONTINUOUS APPEARANCE WHERE DEMOLITION
WORK MEETS ADJACENT EXISTING WORK. REMOVE EXISTING FINISHES AS REQUIRED
TO PROVIDE NEAT, STRAIGHT SEAMS AND TRANSITIONS BETWEEN EXISTING AND
MATCHING NEW FINISHES.
12.IN ACCORDANCE WITH LOCAL CODES, REPLACE ALL FIRE SUPPRESSION AND FIRE
ALARM EQUIPMENT DISTURBED BY DEMOLITION WORK. MAINTAIN INTEGRITY OF FIRE
SUPPRESSION AND FIRE ALARM SYSTEMS.
13.IN THE CASE THAT THE EXISTING CABLE LINE, PHONE LINE AND BLOCK, T-1 LINE AND
DATA CABLING ARE PRESENT, G.C. SHALL SALVAGE AND REWORK TO FACILITATE NEW
INSTALLATION
14.G.C. SHALL CONSTRUCT A BARRICADE WALL AS REQUIRED. G.C. SHALL COORDINATE
REQUIREMENTS WITH MALL PROPERTY MANAGEMENT.
15.BARRICADE GRAPHICS SHALL BE PROVIDED BY MALL UNLESS OTHERWISE REQUESTED.
G.C. SHALL ENGAGE PACSUN'S SIGN VENDOR FOR BARRICADE GRAPHICS AS
REQUIRED.
16.FIRE SPRINKLER SYSTEM TO REMAIN - G.C. TO RE-WORK/ MODIFY SYSTEM AS
REQUIRED FOR NEW CONSTRUCTION.
17.WHERE REQUIRED BY THE LOCAL JURISDICTION, G.C. SHALL PREPARE A "RECYCLING
PLAN" TO DIVERT DEBRIS FOR RECYCLING. G.C. SHALL KEEP RECORDS OF DIVERTED
MATERIAL AS REQUIRED. G.C. TO VERIFY REQUIREMENTS WITH JURISDICTION AND TO
MALL OPERATIONS/ LANDLORD WHERE APPLICABLE.
18.REMOVE ALL EXISTING INTERIOR PARTITIONS, DOORS, AND DOOR FRAMES SCHEDULED
FOR DEMOLITION. REMOVE ALL MILLWORK, EQUIPMENT, ETC. THAT IS ATTACHED TO
PARTITIONS SCHEDULED FOR DEMOLITION.
19.REMOVE EXISTING HVAC CEILING DIFFUSERS AND RETURN GRILLES AS SCHEDULED
FOR DEMOLITION AND AS REQUIRED BY PARTITION DEMOLITION AND NEW
CONSTRUCTION. MODIFY EXISTING DUCTWORK AS REQUIRED BY NEW CONSTRUCTION,
OR IF NOT REQUIRED, TERMINATE AND CAP OFF SUPPLY AND RETURN DUCTS AT
NEAREST SOURCE ABOVE CEILING.
20.REMOVE ALL EXISTING PLUMBING FIXTURES, FITTINGS, AND PIPING AS SCHEDULED FOR
DEMOLITION AND AS REQUIRED BY PARTITION DEMOLITION AND NEW CONSTRUCTION.
MODIFY EXISTING PIPING AS REQUIRED BY NEW CONSTRUCTION, OR IF NOT REQUIRED,
TERMINATE AND CAP OFF AT WET STACK.
21.REMOVAL/RELOCATION OF ALL CEILING EQUIPMENT (TYCO, FIRE ALARM, SPRINKLER,
SHOPPER TRAK, ETC.) MUST BE PERFORMED BY THE REQUIRED VENDORS. PACSUN'S
VENDOR TO RELOCATE SECURITY CAMERAS AS NEEDED PER NEW FIXTURE LAYOUT.
COORDINATE WITH PACSUN'S PROJECT MANAGER.
22.G.C. TO CONFIRM FLOOR SLAB IS SMOOTH AND LEVEL AND NOTIFY CONSTRUCTION PM
OF ANY DISCREPANCIES.
23.MAINTAIN EXISTING EXITS, EMERGENCY LIGHTING, AND ILLUMINATION MEANS OF
EGRESS DURING DEMOLITION AND CONSTRUCTION AS REQUIRED BY JHA AND ALL
GOVERNING CODES.
24.SAW-CUTTING SHOWN ON PLANS IS AN INDICATION OF THE INTENDED WORK FOR
BIDDING AND COORDINATION PURPOSES ONLY. IT IS NOT INTENDED TO BE A
SPECIFICATION OR METHOD.
25.WHEN EXISTING MECHANICAL SYSTEM IS TO REMAIN, G.C. TO CLEAN DUCTWORK,
DIFFUSERS, AND REPLACE HVAC AIR FILTERS AFTER CONSTRUCTION AND CLEANUP IS
COMPLETE PRIOR TO TURNING PROJECT OVER TO PACSUN.
26.DURING CONSTRUCTION, THE G.C. IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER
WITH A RATING OF NOT LESS THAN 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL
PORTIONS OF THE SPACE.
A103
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
DEMOLITION ENLARGED
STOREFRONT PLAN AND
ELEVATIONS
ACCESSIBILITY COMPLIANCE NOTES
1.I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANT IMPROVEMENT PROJECT. I HAVE
INSPECTED THE SITE/PREMISES AND DETERMINED THAT EXISTING CONDITIONS ARE IN FULL COMPLIANCE
WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW.
PRINT NAME: ___________________, SIGNATURE: _________________________ , DATE: ___________________.
2.I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANT IMPROVEMENT PROJECT. I HAVE
INSPECTED THE TOILET AND BATHING FACILITIES FOR MEN AND WOMEN, AND DETERMINED THAT
EXISTING CONDITIONS ARE IN FULL COMPLIANCE WITH CURRENT ACCESSIBILITY REQUIREMENTS TO THE
EXTENT REQUIRED BY LAW.
PRINT NAME: ___________________, SIGNATURE: _________________________ , DATE: ___________________.
3.IF THE CITY BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS,
A COMPLETE AND DETAILED REVISED PLANS CLEARLY SHOWING ALL EXISTING NON-COMPLYING
CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY REQUIREMENTS
(INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) WILL BE SUBMITTED TO THE DEPARTMENT FOR
REVIEW AND APPROVAL.
PRINT NAME: ___________________, SIGNATURE: _________________________ , DATE: ___________________.
PROJECT DATA
BUILDING ADDRESS:
400 SOUTH BALDWIN AVENUE, ARCADIA, CALIFORNIA 91007
COUNTY
LOS ANGELES
MUNICIPALITY
ARCADIA
ASSESSOR PARCEL NUMBER:
5775031040
LEGAL DESCRIPTION:
P M 261-91-95 FOR DESC SEE
ASSESSOR'S MAPS POR OF LOT 2
SCHOOL DISTRICT:
ARCADIA UNIFIED SCHOOL DISTRICT
1 ARCHITECTURAL SITE PLAN
1/128" = 1'-0"N
H
U
N
T
I
N
G
T
O
N
D
R
I
V
E
H
U
N
T
I
N
G
T
O
N
B
O
U
L
E
V
A
R
D
BALDWIN AVE
N
U
E
GAT
E
8
58
9
'
-
1
0
"
T
O
P
U
B
L
I
C
R
E
S
T
R
O
O
M
PERFECT AUTO
6,232 SF
589'-10" PATH OF TRAVEL TO
PUBLIC RESTROOM FROM STORE
MALL PROPERTY LINE
NEAREST PUBLIC RESTROOM INCLUDES:
-MEN'S RESTROOM
(3) LAVATORIES
(3) TOILET STALLS
(3) URINALS
-WOMEN'S RESTROOM
(4) LAVATORIES
(6) TOILET STALLS
-FAMILY RESTROOM
(3) LAVATORIES
(1) TOILET STALLS
AREA OF TENANT IMPROVEMENT
SPACE #H-13, H-14 AND H-15
LEVEL 2 OF 3
LOCATION OF LOADING DOCK 4
(TRASH / RECYCLING AREA):
HEIGHT: OPEN AIR
WIDTH: 37'-0"
LENGTH: 42'-0"
EXISTING ADA COMPLIANT PARKING
STALLS AND ADA LOCATIONS
A110
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
SITE
PLAN
(E) VOID
1.G.C. TO FIELD VERIFY ALL DIMENSIONS AND
NOTIFY ARCHITECTS IMMEDIATELY OF ANY
DISCREPANCIES OR UNFORESEEN ITEMS NOT
SHOWN ON DRAWINGS.
2.FOR ALL PARTITION CONNECTION DETAILS (TOP
AND BOTTOM) SEE SHEET A531.
3.ALL ANGLED WALLS ARE 45°, 90°, OR 135° U.O.N.
4.MAINTAIN FIRE RESISTANCE RATING FOR ALL
TENANT DEMISING WALLS.
5.PROVIDE WATER RESISTANT GYPSUM BOARD AT
ALL WET LOCATIONS (UTILITY SINK, KITCHENETTE,
DRINKING FOUNTAIN, TOILET ROOM, ETC.)
6.G.C. TO COORDINATE LOCATION OF ELECTRICAL
FLOOR BOXES WITH ELECTRICAL DRAWINGS AND
FIXTURE PLAN.
7.WHERE EXISTING INSULATION IS REMOVED OR
MISSING, PATCH AND REPLACE INSULATION TO
MATCH EXISTING CONDITIONS AND MAINTAIN
REQUIRED R-VALUES.
8.ALL DOORS TO BE LOCATED 4" FROM
PERPENDICULAR WALL UNLESS OTHERWISE
NOTED. ALL DOORS DIMENSIONED TO ROUGH
OPENING OF DOOR.
9.ALL DIMENSIONS ARE FROM FACE OF GYPSUM
BOARD TO FACE OF GYPSUM BOARD UNLESS
OTHERWISE NOTED.
10.SLAB PENETRATIONS SHALL BE MADE WITH
PROPER LOCATION AND X-RAY IDENTIFICATION OF
EXISTING REBAR AND/OR POST TENSION CABLES.
107'-10" V.I.F.
LEASE LINE
GENERAL NOTES
1 CONSTRUCTION FLOOR PLAN
1/4" = 1'-0"
NEW FIRE EXTINGUISHER CABINET
DETAIL SYMBOL
ROOM NAME SYMBOL
ELEVATION SYMBOL
DOOR/FRAME TYPE
HARDWARE TYPE
FEC
EXISTING FIRE EXTINGUISHER CABINET(E) FEC
RELOCATED FIRE EXTINGUISHER CABINET(R) FEC
EXISTING WALLS
NEW WALLS AS SCHEDULED
RELOCATED
EXISTING
NEW
R
E
N
WALL TYPE
NOTE:
·REFER TO SHEET A611 FOR DOOR , HARDWARE, AND
PARTITION INFORMATION.
·DIMENSIONS FOR REFERENCE ONLY, TENANT G.C. TO
COORDINATE WITH FIELD CONDITIONS AND COORDINATE ANY
FIELD DISCREPANCIES WITH DESIGNER PRIOR TO
CONSTRUCTION.
ELECTRICAL FLOOR BOX
NEW DOOR AS SCHEDULED
NEW WALL
EXISTING WALL
FE
FIRE EXTINGUISHER
SALES AREA
STOCK ROOM
HALLWAY
FITTING ROOM HALLWAY
4'-0"5'-1"
NEW STOREFRONT AND
WINDOW SYSTEM, TYP.
EXISTING EXIT
DOORS
2
B
TENANT G.C. IS RESPONSIBLE TO MEASURE (VERIFY) OVERALL DIMENSIONS, COLUMN SIZE &
LOCATIONS, BULKHEAD HEIGHT, ETC. OF SPACE AFTER DEMOLITION (ALSO CONFIRM CEILING
CLEARANCES AND LOOK FOR ANY OTHER POTENTIAL OBSTRUCTIONS). IF FIELD DIMENSIONS
VARY BY ANY AMOUNT FROM THE DIMENSIONS NOTED IN THIS SET OF CONSTRUCTION
DOCUMENTS, THE CONTRACTOR SHALL NOT CONTINUE FRAMING LAYOUT UNTIL DIRECTED BY
TENANT (CONTRACTOR SHALL NOTIFY TENANT'S CONSTRUCTION MANAGER IMMEDIATELY IN
WRITING OF ANY DIMENSION DISCREPANCIES OR BUILDOUT OBSTRUCTIONS). IF OVERALL
DIMENSIONS OF SPACE MATCH THIS SET OF CONSTRUCTION DOCUMENTS, THE CONTRACTOR
SHALL BEGIN FRAMING LAYOUT BY SNAPPING CHALKLINES OF ALL WALL LOCATIONS BEFORE
BEGINNING TO SECURE TRACK. SEE PLAN ABOVE FOR LAYOUT START POINT. IF LAYOUT
START POINT IS NOT INDICATED ON PLANS, TENANT G.C. SHALL CALL ARCHITECT
IMMEDIATELY AND TO OBTAIN START POINT IN WRITING. ALL SALES AREA AND FITTING ROOM
DIMENSIONS ARE HOLD DIMENSIONS AND SHALL NOT BE ADJUSTED ON SITE UNLESS
DIRECTED BY TENANT IN WRITING. IF FRAMING CONTRACTOR DOES NOT FOLLOW THESE
PROCEDURES, ANY REQUIRED REWORK THAT IS CONSIDERED AVOIDABLE SHALL BE DONE BY
TENANT G.C. AT TENANT G.C.'S EXPENSE.
FRAMING LAYOUT START POINT NOTE
IN-WALL BLOCKING NOTE
ALL IN-WALL BLOCKING SHALL BE IN ACCORDANCE WITH BUILDING CODES (REFER TO
CONSTRUCTION CLASSIFICATION ON COVER SHEET THIS SET).
- F.R.T. WOOD BLOCKING MAY BE USED FOR (1) HOUR F.R. CONSTRUCTION TYPES AND TYPE IV
AND TYPE V CONSTRUCTION TYPES AS PERMITTED BY LOCAL A.H.J.
- F.R.T. WOOD BLOCKING IS NOT APPROVED IN TYPE I AND TYPE II-A AND NON-COMBUSTIBLE
CONSTRUCTION TYPES. ALL IN-WALL BLOCKING IN THESE CONSTRUCTION TYPES SHALL BE
18GA. METAL (MINIMUM 6" WIDE AND SHALL SPAN MINIMUM 2 STUDS).
13
'
-
6
"
UN
I
S
E
X
A
D
A
FI
T
T
I
N
G
R
O
O
M
NEW FURR-OUT WALL W/ STUDS 24" O.C. COORDINATE STUDS
SPACING WITH SURFACE MOUNTED OUTRIGGER STANDARDS.
T.G.C. SHALL CONSULT W/OWNER FOR STRUCTURAL CONNECTION
OF WALL STANDARDS TO EXISTING MASONRY WALLS, TYP.
WOMEN'S
TOILET
ROOM MALL
CORRIDOR
ADJACENT TENANT
MEN'S TOILET
ROOM
1
A401
1
A402
B
CA
A
47
'
-
9
1
/
2
"
LE
A
S
E
L
I
N
E
UNISEX FITTING ROOMS
4'-0"4'-0"4'-0"5'-0"
28'-2"
2'
-
0
"
HO
L
D
CA A
NEW FURR-OUT WALL W/ STUDS 24"
O.C. COORDINATE STUDS SPACING
WITH SURFACE MOUNTED
OUTRIGGERS. T.G.C. SHALL CONSULT
W/OWNER FOR CONNECTION OF WALL
OUTRIGGERS TO EXISTING MASONRY
WALLS WHERE IT OCCURS, TYP.
3'-0"
HOLD
8 D
4 G
F
6
C
3
C
3
K7
D
8
B1
B
A1
B1
B1B3
B1
B1
A
A
A1
35
'
-
7
1
/
2
"
17
'
-
1
"
3'
-
0
"
7'
-
1
1
"
2'-0"
2'
-
0
"
C1
B2
2'-
1
"
C
C
5'-0"
5'
-
1
"
5'
-
0
"
CL
R
.
5'
-
1
"
T
Y
P
.
B2
F
6
3
A401
NEW STRUCTURAL COLUMN, TYP.
REFER TO STRUCTURAL DRAWINGS
E
N
C
A C CA CA A
B1 C C C C
B2
B1
TYP.
TYP.
TYP.
B1
B1
NEW FURR-OUT WALL W/ STUDS 24" O.C.
COORDINATE STUDS SPACING WITH
SURFACE MOUNTED OUTRIGGERS. T.G.C.
SHALL CONSULT W/OWNER FOR
CONNECTION OF WALL OUTRIGGERS TO
EXISTING MASONRY WALLS WHERE IT
OCCURS.
ADJACENT TENANT
EXISTING DOOR TO BE WELDED IN THE
CLOSED AND LOCKED POSITION. NEW
FURR-OUT WALL AS INDICATED IN THESE
PLANS.
EXISTING DOOR TO BE WELDED IN THE
CLOSED AND LOCKED POSITION. NEW
FURR-OUT WALL AS INDICATED IN THESE
PLANS.
20
'
-
9
1
/
2
"
7'-
6
"
25'-5 1/2"
9'-5"
5'
-
0
"
CL
R
.
TYP.A1 E
E
(E) COLUMN AND BUILD-OUT.(E) COLUMN
(E) COLUMN WITH
NEW FURRING.
NEW STOREFRONT AND
WINDOW SYSTEM, TYP.
16'
-
5
1
/
2
"
OP
E
N
I
N
G
2'-
1
1
"
3'-
0
"
22
'
-
1
1
/
2
"
3'-2
"
EXISTING DOOR AS SCHEDULED
7'-3"2'-10"
77'-5 1/2"
LEASE LINE
1'-4"
1'
-
4
"
2'-5
"
2'-5
"
F
6
F
6
F
6
F
6
F
6
F
6
F
6
E
4
A
1
1.REMOVAL OR ADDITION OF INTERIOR WALLS SHALL REQUIRE A
PERMIT FROM THE ARCADIA BUILDING DIVISION, (626) 574-5448.
2.A BUSINESS LICENSE SHALL BE OBTAINED FROM THE BUSINESS
LICENSE OFFICE, (626) 574-5430.
3.MINIMUM RATED 2A:10BC FIRE EXTINGUISHERS SHALL BE
PROVIDED IN APPROVED LOCATIONS. THE TRAVEL DISTANCE TO
AN EXTINGUISHER SHALL NOT EXCEED 75 FEET.
4.A KNOX BOX SHALL BE PROVIDED ADJACENT TO THE FRONT
ENTRANCE AND MOUNTED NO HIGHER THAN 18 INCHES A.F.F.
KEYS TO THE FRONT ENTRANCE SHALL BE PROVIDED TO THE FIRE
DEPARTMENT AND PLACED IN THE KNOX BOX FOR EMERGENCY
USE ONLY.
5.ANY MODIFICATIONS TO THE FIRE SPRINKLER OR FIRE ALARM
SYSTEM SHALL REQUIRE A SEPARATE PERMIT. MODIFICATION TO
AN EXISTING SPACE REQUIRING A BUILDING PERMIT SHALL ALSO
REQUIRE FULL SMOKE DETECTION FOR THE SPACE.
6.FOR NEW OR TEMPORARY TENANTS, ANY EXISTING SMOKE
AND/OR HEAT DETECTORS IN THE SPACE SHALL BE
REPROGRAMMED TO REFLECT THE NEW TENANCY. CONTACT THE
MALL FIRE ALARM CONTRACTOR TO CONDUCT THE PROPER
PROGRAMMING.
7.ALL REQUIRED EXIT SIGNAGE AND EMERGENCY LIGHTING SHALL
BE FUNCTIONING PROPERLY.
8.EXIT PATHS SHALL BE KEPT CLEAR AT ALL TIMES, INCLUDING
REAR HALLWAYS AND CORRIDORS. ALL EXIT DOORS SHALL BE
EASILY OPENED. ANY LOCKING DEVICES SHALL REQUIRE ONLY
ONE ACTION AND NO SPECIAL KNOWLEDGE TO OPERATE.
9.THERE SHALL BE A MINIMUM CLEAR SPACE OF 36” IN FRONT OF
ELECTRICAL PANELS AND TRANSFORMERS. ELECTRICAL ROOMS
SHALL BE KEPT CLEAR OF STORAGE.
LANDLORD REQUIREMENT NOTES SHEET SYMBOLS
NAME
#
A###
X#
X###
X#
X###SECTION SYMBOL ELECTRICAL OUTLET
E
5'
-
1
1
"
3'
-
6
"
13'-3"5'-1"
11'-1 1/2"8'-0"
1'
-
6
"
8'
-
4
"
5'-4 1/2"
22'-8"
B
8'-0"
16'-7"
4'
-
3
1
/
2
"
5'-6"61'-6"
2'
-
0
"
V.
I
.
F
.
38'-0"
NEW STRUCTURAL
COLUMNS, TYP. REFER
TO STRUCTURAL
DRAWINGS
ALIGN
8"
14
'
-
9
"
5"V.
I
.
F
.
11"
NEW STRUCTURAL COLUMNS, TYP.
REFER TO STRUCTURAL DRAWINGS
NEW STRUCTURAL COLUMNS, TYP.
REFER TO STRUCTURAL DRAWINGS
NEW STRUCTURAL
COLUMNS, TYP.
NEW STRUCTURAL COLUMNS, TYP.
REFER TO STRUCTURAL DRAWINGS
5
A303
9
A303
9
A303
13
A303
TYP.
11"
11"
9'-0
"
T
Y
P
.
2'-4
"
2'-4
"
6'-7
"
3
A303
TYP.
16
'
-
2
1
/
2
"
LE
A
S
E
L
I
N
E
5'-5"
8"
2'-11"
LINE OF MALL HEADER
LINE OF NEW STOREFRONT SOFFIT
LINE OF MALL HEADER
LINE OF NEW STOREFRONT SOFFIT
MALL
MALL
J10
NEW RATED EGRESS DOOR TO MATCH
EXISTING WITH PANIC PUSH HARDWARE -
COORDIANTE WITH LANDLORD.
3'
-
1
1
"
1'-
6
"
A111
CONSTRUCTION FLOOR
PLAN
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
2
2
WALL FINISH
BASE FINISH
FLOOR FINISH
EXISTING AREA N.I.C.
1.SEE SHEET A505 FOR FLOOR TRANSITION AND BASE DETAILS.
2.PREPARE EXISTING FLOOR SURFACE PER MANUFACTURER SPECIFICATIONS FOR
INSTALLATION OF NEW FLOORING MATERIALS AS INDICATED IN THESE PLANS. SEE
SPECIFICATIONS AND MANUFACTURER INSTRUCTIONS FOR ADDITIONAL FLOOR
INSTALLATION NOTES. CLEAN AND FINISH FLOOR PER MANUFACTURER INSTRUCTIONS.
3.FOR FLOOR FINISHES, COMPLY WITH THESE RECOMMENDATIONS AT MINIMUM OR NOT
LESS THAN MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO MANUFACTURER'S
INSTALLATION SPECIFICATIONS FOR ALL FINISHES INCLUDING FLOOR LEVELING
REQUIREMENTS, EXPANSION SPACES, VAPOR BARRIERS, UNDERLAYMENT, SITE
CONDITIONS, ETC.
3.1.SUBFLOOR PREPARATION: GRIND HIGH SPOTS AND FILL LOW SPOTS TO PRODUCE A
MAXIMUM 1/8” (3-MM) DEVIATION IN ANY DIRECTION WHEN CHECKED WITH A 10' (3-M)
STRAIGHT EDGE
3.2.EXPANSION: PROVIDE EXPANSION SPACE AT WALLS AND OTHER OBSTRUCTIONS AND
TERMINATIONS OF FLOORING OF NOT LESS THAN DIRECTED BY MANUFACTURER.
3.3.PROTECTION: PROVIDE FLOOR PROTECTION UP UNTIL FINAL CLEANING.
GENERAL NOTESSHEET SYMBOLS
F
B
W
X###
X###
X###
1 FINISH PLAN
1/4" = 1'-0"
ROOM FINISH TAG
SALES AREA
STOCK ROOM
WOMAN'S
TOILET ROOM
FITTING ROOM HALLWAY
CORRIDOR
ADJACENT TENANT
F
B
W
ST-1
B-2
PT-3
UNISEX FITTING ROOMSUNISEX ADA FITTING ROOM
F
B
W
ST-2
B-4
PT-1
F
B
W
VCT
B-3
SEE ELEV.
7
A505
3
A505
F
B
W
ST-1
B-1
PT-1
VCT-1
ST-1
MEN'S
TOILET ROOM
F
B
W
VCT
B-3
SEE ELEV.
ADJACENT TENANT
MALL
3
A505
2
A505
8
A505
8
A505
N
NEW STRUCTURAL
COLUMN TO BE
PAINTED PT-1.
WALLS TO BE PAINTED
PT-1, WITH BASE B-1,TYP.
(E) COLUMN FUR OUT TO BE
PAINTED PT-1, WITH BASE B-1,TYP.
(E) COLUMN FUR OUT TO
BE PAINTED PT-1, WITH
BASE B-1,TYP.
(E) COLUMN TO
BE PAINTED PT-1.
F
B
W
ST-1
B-2
PT-3
F
B
W
ST-1
B-2
PT-3
HALLWAYS
F
B
W
ST-1
B-1
PT-1
NEW STRUCTURAL
COLUMNS TO BE
PAINTED PT-1, TYP.
NEW STRUCTURAL COLUMNS
TO BE PAINTED PT-1, TYP.
WALLS TO BE
PAINTED PT-1,
WITH BASE B-1,
TYP.
WALLS TO BE PAINTED
PT-1, WITH BASE B-1,TYP.
EXTERIOR WALLS TO BE
PREPPED FOR STOREFRONT
SF-1 FINISH. REFER TO
EXTERIOR ELEVATIONS AND
FINISH SCHEDULE, TYP.
REFER TO EXTERIOR
ELEVATIONS FOR FINISH
MATERIAL, TYP.
ST-2
EXISTING NEUTRAL PIER
TO BE PAINTED PT-6 PER
MALL REQUIREMENT, TYP.
PATCH AND REPAIR
EXISTING MALL FLOORING,
AS NEEDED, TYP.
EXISTING NEUTRAL PIER
TO BE PAINTED PT-6 PER
MALL REQUIREMENT, TYP.
EXTERIOR WALLS TO BE
PREPPED FOR STOREFRONT
SF-1 FINISH. REFER TO
EXTERIOR ELEVATIONS AND
FINISH SCHEDULE, TYP.
(E) VOID
LEASE LINE, TYP.
LEASE LINE, TYP.
NEW STRUCTURAL
COLUMN FURRING TO BE
PAINTED PT-1, WITH
BASE B-1,TYP.
NEW STRUCTURAL COLUMN
FURRING TO BE PAINTED
PT-1, WITH BASE B-1,TYP.
WALLS TO BE
PAINTED PT-1,
WITH BASE B-1,
TYP.
A121
FINISH FLOOR PLAN
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
L-9
L-1S
L-1S
L-1S
L-1S
L-1S
L-9 L-9
L-9L-9L-9
L-9 L-9 L-9
L-9L-9
L-6S
L-6S
L-6S
L-6
L-6L-4
L-4L-4L-4
L-5 L-5 L-5 L-5 L-5
L-5L-5L-5L-5
L-5
L-5
L-7L-7L-7
L-7
L-7L-7
L-7L-7
L-7 L-7
L-1
L-1
L-6
L-10
L-10
L-10
L-10
L-10
L-10
1.G.C. TO VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECTS IMMEDIATELY OF ANY
DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS, INCLUDING CEILING
HEIGHT.
2.UNLESS OTHERWISE NOTED ON PLANS, ALL CEILING EQUIPMENT SHOULD FOLLOW THE
LAYOUT GUIDE ON THIS SHEET.
3.G.C. SHALL FIELD VERIFY EXISTING EGRESS LIGHTING AND PROVIDE NEW EMERGENCY
LIGHT FIXTURES AS REQUIRED BY FIRE MARSHAL.
4.REFER TO MECHANICAL DRAWINGS FOR FURTHER INFORMATION ON SCOPE AND LOCATION
OF MECHANICAL ITEMS
5.REFER TO VENDOR INSTALLATION GUIDE AND MANUFACTURER INSTRUCTIONS FOR
FIXTURE INSTALLATION.
6.REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPES AND LIGHT FIXTURE SCHEDULE.
7.NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE
LANDLORD’S STRUCTURE, FLOOR DECK, OR ROOF DECK. YOU MAY ATTACH,
NON-DESTRUCTIVELY, TO OR SUSPEND FROM THE TOP CHORD OF THE JOIST OR THE
STRUCTURAL STEEL WHICH EXISTS ABOVE THE TENANT SPACE. WHEN ATTACHING TO
LANDLORD’S STRUCTURE, DO NOT DRILL, WELD, SCREW, OR SHOOT INTO STRUCTURE.
ALTERNATIVE METHODS OF ATTACHMENT ONLY, NOTHING TO DAMAGE LANDLORD’S BASE
BUILDING STRUCTURE. TENANT SHALL PROVIDE SIGNED AND SEALED STRUCTURAL
DRAWINGS, BY A STRUCTURAL ENGINEER WITH LEGALLY ACTIVE REGISTRATION AS
INDICATED BY ALL JURISDICTIONAL REQUIREMENTS, FOR ALL STRUCTURAL
MODIFICATIONS FOR LANDLORD RECORDS.
GENERAL NOTESSHEET SYMBOLS
GYP BOARD CEILING
CEILING TYPE
CEILING FINISH
CEILING HEIGHT
2' X 4' LIGHT
EXIT SIGNAGE
T
F
H
X###
X###
XX'-XX"
1 REFLECTED CEILING PLAN
1/4" = 1'-0"
CEILING - LAY IN TILE RECESSED LIGHT
LIGHTING FIXTURES SPECS
L1
Item: LED LINEAR LIGHT
Manufacturer: CORNET
Finish: WHITE
Size: 8'
L-2
NOT USED
L-3
NOT USED
L-4
Item: PENDANT MOUNT
LIGHT
Mfg.: SONNEMAN LIGHT
Product: KOMA TAISHO
Finish: STAIN WHITE
L-5
NOT USED
L-6
Item: ASYMMETRIC WALL
WASHER
Mfg.: CORONET
Finish:WHITE
Size: 8'
L-7
Item: RECESSED LIGHT
Mfg: LUMENTURE
Product : 2" FIXED
DOWNLIGHT
Product # : DL60
L-8
NOT USED
L-9
Item: Suspended Light
Mfg:VALRIYA
Product : HPL SERIES
Product # : VA-HPL-40-35
L-10
Item: Exit Light
Mfg:TBD
Product : TBD
ADA UNISEX FITTING
ROOM
T
F
H
PT-1
OPEN
-
SALES AREA
T
F
H
PT-1
OPEN
(E) 20'-0"
T
F
H
PT-1
GYP
9'-0"
MEN'S TOILET ROOM
EQ
EQ
EQEQ
LINEAR LIGHT
SUSPENDED LIGHT
EQ
EQ
MALL
T
F
H
PT-1
GYP
9'-0"
WOMEN'S TOILET ROOM
CORRIDOR
ADJACENT TENANT
ADJACENT TENANT
EQEQEQ
EQ
EQ
EQ
EQ
T
F
H
PT-1
GYP
9'-0"
EQEQ
EQ
EQ
EQ
EQ
8'
-
4
"
2'-0 3/4"
6'-0"
8'
-
4
"
6'
-
2
"
4'
-
7
1
/
4
"
6'-4"2'-2"
6'-0"
6'-0 1/2"
46
'
-
4
1
/
4
"
58'-5 3/4"
EQ
EQ
EQ
EQ
6'
-
1
"
6'
-
1
"
42'-10 1/4"4'-4 1/2"
38'-5 3/4"4'-4 1/2"
34'-1"4'-4 1/2"
29'-8 1/2"4'-4 1/2"
29'-8 1/2"5'-0"
4'-6"
4'
-
8
"
4'
-
8
"
T
F
H
PT-1
OPEN
-
STORAGE ROOM
LIT STOREFRONT SIGN, PROVIDE
ELECTRICAL. SEE ELECTRICAL PLANS
OPEN CEILING - ALL EXPOSED
PLUMBING, STRUCTURAL AND
ELEMENTS TO BE PAINTED PT-1
OPEN CEILING - ALL EXPOSED PLUMBING,
STRUCTURAL, MECHANICAL AND
ELEMENTS TO BE PAINTED PT-1
34'-9 3/4"
LINE OF MALL BULKHEAD
UNISEX FITTING ROOM
T
F
H
PT-1
OPEN
-
FITTING ROOM
HALLWAY
T
F
H
PT-1
OPEN
-
EQEQEQEQ
EQEQ
EQEQEQEQEQEQEQ
1
A301
EMERGENCY EXIT LIGHTS TO BE
MOUNTED @ 9'-0" TYP.
N
LINE OF SOFFIT
2'-1 3/4"
6"6"
2
A301
2'-
9
"
8"
TY
P
.
7"
4'-6
3
/
4
"
4'-6
3
/
4
"
2'-0 3/4"
2'-7 3/4"
4'-
7
1
/
4
"
2'
-
9
1
/
4
"
HALLWAY
T
F
H
PT-1
GYP.
10'-0"
SOFFIT
T
F
H
PT-1
OPEN
(E) 14'-4"
2'-4 1/2"5'-7 3/4"1'-6"6'-6"
4'-0"
3'-
6
"
EQ.
TYP.
EQ.
TYP.
10
A504
3
A504
TYP.
3
A504
TYP.
1'-1
1
"
7
A504
7
A504
7
A504
SIM.
SIM.
6"
6"
SECURITY GRILLE PER PLANS.
8
A504
8
A504
8
A504
SIM.SIM.
(E) VOID
SOFFIT STRUCTURAL BEAMS,TYP.
REFER TO STRUCTURAL.
CL
G
.
S
L
O
P
E
D
I
R
E
C
T
I
O
N
6"
6"
10'-
0
"
8"
8"
6"
7"
7"
1
A302
2
A302
1'-3
"
℄
LINE OF MALL BULKHEAD
LINE OF SOFFIT
2'-0 1/2"
1'-10"
A131
REFLECTED CEILING PLAN
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
2
MW
FRIDGE
DSL
LOCKERS
HA
R
D
W
A
R
E
B
I
N
24x48
24x48
LA
D
D
E
R
S
TRANSFORMER
BA
R
B
I
N
PR
O
C
E
S
S
I
N
G
D
E
S
K
+4
2
"
A
.
F
.
F
.
24x48
24x48
24x48
24x48
24x48
24x48
EXISTING AREA N.I.C.
SHEET SYMBOLS
FIXTURE TAG
LINETYPE INDICATES
ACCESSIBLE CLEARANCE
GENERAL NOTES
1.G.C. TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY
ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES OR
UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS.
2.G.C. TO VERIFY THAT ADA COUNTERTOPS COMPLY WITH
C1/G002
3.FIXTURES FURNISHED BY PACSUN AND PLACED BY G.C. OR
FIXTURE VENDOR.
4.G.C. TO COORDINATE FLOOR POWER WITH ELECTRICAL
SHEETS AND FIXTURE PLAN.
5.RELOCATE ALL THERMOSTATS AND OTHER WALL
MOUNTED DEVICES AS PER LOCAL CODE AS REQUIRED
PER NEW FIXTURE LAYOUT. COORDINATE WITH
CONSTRUCTION PM/ARCHITECT.
1 FIXTURE FLOOR PLAN
1/4" = 1'-0"
F-1
N
FIXTURE SUMMARY
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
AB ACCESSORY BAR MM MEN'S MANNEQUIN
AC ACCESSORY CONSOLE MR MANNEQUIN RISER
AT ACCESSORY TOWER RI RISER NESTER
BM-B BRANDY MELVILLE BENCH S SWIM FIXTURE
BM-T BRANDY MELVILLE TABLE SC STONE CUBE
BW BLACK WARDROBER SMF SMALL MINI FEATURE WALL
CTG GLASS CONSOLE TABLE SN SMALL NESTER
DT DENIM TABLE 4'X6'ST SHOE TOWER
FRB ADA FITTING ROOM BENCH SUNGLASS SUNGLASSES DISPLAY
FRS FITTING ROOM STOOL TT TEE TABLE
FT FEATURE TABLE 3'X6'TS T-STAND
GP GRID PLATFORM TW 4'X4' DISPLAY TABLE
GR GLASS ROUND TABLE AND NESTERS WC WHITE CUBE
LN LARGE NESTER WFW WHITE FEATURE WALL
LWP LARGE WOOD PLATFORM WM WOMEN'S MANNEQUIN
MC METAL CUBE WMP WHITE MEDIUM PLATFORM
MI BODY MIRROR WW WHITE WARDROBER
TOTAL NUMBER OF POS 3
TOTAL NUMBER OF CASH DRAWERS 3
ALL EQUIPMENT, FINISHES, FIXTURES, FURNITURE, AND GRAPHICS TO BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS. SEE A701 SERIES SHEETS FOR ALL SCHEDULES.
GENERAL NOTES
1.LANDLORD REVIEW IS FOR DESIGN INTENT AND COMPLIANCE WITH LANDLORD’S CRITERIA ONLY. APPROVAL BY LANDLORD OR LANDLORD’S AGENT SHALL NOT CONSTITUTE OR IMPLY A REPRESENTATION OR
CERTIFICATION BY LANDLORD THAT THESE DRAWINGS OR TENANT’S WORK IS IN COMPLIANCE WITH INSURANCE AND INDEMNITY REQUIREMENTS, OR ANY LAWS, RULES, REGULATIONS, BUILDING CODES, OR
ORDINANCES, INCLUDING BUT NOT LIMITED TO THE AMERICAN WITH DISABILITIES ACT, AND FIRE LIFE SAFETY. FURTHERMORE, LANDLORD ASSUMES NO RESPONSIBILITY FOR THE ENGINEERING OR SAFETY OF
TENANT'S DESIGN, NOR IS LANDLORD RESPONSIBLE FOR ANY COORDINATION BETWEEN OTHER TRADES AND JOB CONDITIONS AFFECTED BY TENANT'S WORK.
2.LANDLORD DELIVERS THE PREMISES IN AS-IS CONDITIONS. TENANT IS RESPONSIBLE FOR ALL FIELD VERIFICATION AND MUST DESIGN AND BUILD TO THOSE SPECIFICATIONS.
3.TENANT’S ARCHITECT TO SUBMIT TO CITY FOR PERMIT APPROVAL, ALL PLANS MUST COMPLY WITH LOCAL AND STATE JURISDICTIONS.
4.TENANT’S GC AND ARCHITECT TO FOLLOW RULES AND REGULATIONS AND WESTFIELD DESIGN CRITERIA
5.ANY CHANGES OF STORE DESIGN AND CONSTRUCTION AFTER PLAN APPROVAL MUST BE FORMALLY ADDRESSED WITH WESTFIELD AND THE CITY.
6.TENANT SHALL ENSURE THAT ENTIRE STOREFRONT IS BEHIND THE LEASE LINE. COORDINATE FIELD CONDITIONS WITH WESTFIELD ON-SITE TC/FM.
7.ANY CHANGES TO STORE DESIGN AND CONSTRUCTION DUE TO FIELD CONDITIONS ARE THE FULL RESPONSIBILITY AND SOLE COST TO THE TENANT.
8.TENANT’S GC MUST COORDINATE ANY WORK OUTSIDE LEASE LINE WITH WESTFIELD TC.
9.ANY USE OF EXISTING EQUIPMENT OR OTHERS TO BE BROUGHT UP TO CODE. TENANT IS RESPONSIBLE FOR ANY REQUIRED UPGRADES.
10.ANY IMPORTED ITEMS MUST COMPLY WITH US LOCAL STANDARD WITHOUT IMPACTING THE SCHEDULE.
11.TENANT'S BARRICADE NEEDS TO BE SET UP BEFORE CONSTRUCTION START WITH MALL REQUIRED VENDOR. PLEASE TO ENSURE TO HAVE THE VENDOR TO COORDINATE WITH THE MALL MANAGEMENT FOR
PROPER MALL COMMON AREA CLEARANCE. GRAPHIC NEEDS TO BE APPROVED BY MALL MARKETING DIRECTOR.
12.CONTRACTOR MUST CONTACT FACILITY MANAGER FOR A SET OF RULES AND REGULATIONS FOR EACH CENTER. A PRE-CONSTRUCTION MEETING MUST BE HELD WITH FACILITY MANAGER PRIOR TO STARTING
ANY CONSTRUCTION WITH AN APPROVED SET OF PLANS FROM THE CITY.
13.GC MUST SCAN OR X-RAY THE SLAB PRIOR TO ANY TRENCH OR CORING. PLEASE CHECK WITH THE MALL FM AND SEND REPORT TO FM/TC FOR REVIEW BEFORE ANY WORK.
14.ANY MALL TILE TO BE PURCHASED FROM MALL FACILITY MANAGER
15.TENANT MUST SURVEY THE SPACE BEFORE ANY DESIGN AND CONSTRUCTION.
16.GC TO USE MALL REQUIRED VENDORS (BARRICADE, FS, FA, ROOFING...ETC.) IF APPLIED. CONTACTS ON MALL CONSTRUCTION MANUAL.
17.WE DELIVER THE SPACE AS IS PENDING TENANT'S POWER AND WATER USAGE. ANY UPGRADE NEEDED PER CODE OR DESIGN WILL BE AT TENANT'S RESPONSIBILITY.
18.NO STURDOR VENT IS ALLOWED.
19.CRANE LIFT NEEDS TO BE APPROVED BY WF RISK MANAGEMENT. IT WILL TAKE ABOUT 2-4 WEEKS FOR REVIEW. GC MUST VIF AND SEND THE RISK MANAGEMENT PACKAGE AT THE BEGINNING OF CONSTRUCTION.
20.TENANT MUST PROVIDE PROPER TENANT SPACE MAIN GAS AND/OR WATER CONTROL VALVE PER CODE AT THE MALL COMMON AREA OR THROUGH ACCESS PANEL AND WITH MALL NAME TAG FOR WAY FINDING.
TYP.
21.ANY TENANT’S POWER IS ON MALL HOUSE METER MUST HAVE FUNCTIONAL SUB-METER FOR MALL MONTHLY READING. GC TO VIF AND INSTALL ONE TO MATCH THE EXISTING ONE IN THE MALL AS NEEDED IN
YOUR SPACE AND COORDINATE WITH THE MALL FM FURTHER AS NEEDED.
22.IF IS ON EDISON METER, TENANT MUST TRANSFER ACCOUNT TO THEIR NAME, AND COORDINATE WITH MALL FM FOR TEMP POWER AS NEEDED.
23.NO ITEMS OF SIGNIFICANT WEIGHT TO BE SUPPORTED BY DECK. INCLUDING CEILING FRAMING, HVAC AND IT’S TO SPAN FROM STEEL TO STEEL. TENANT TO CHECK WITH THE CITY ON ANY SPECIFIC
REQUIREMENTS.
24.GC MUST PROVIDE LABELS (SPACE NAME + WF SPACE # + MAILING ADDRESS #) TO BACK DOOR, POWER BREAKER/METER AT MALL ELECTRICAL ROOM, ANY ROOF UNITS, SPACE WATER SHUT OFF VALVE...ETC.
25.GC TO HIRE MALL REQUIRED FS/FA VENDORS FOR DESIGN/PERMIT AND INSTALLATION PER YOUR DESIGN.
26.ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS.
27.SUBMIT COLOR AND MATERIAL SAMPLE BOARD FOR REVIEW AND APPROVAL. SUBMIT SAMPLES FOR THE FORWARD SELLING AREAS AND STOREFRONT. IT IS IMPORTANT THAT STOREFRONT SAMPLES BE PART
OF THIS SUBMITTAL.
28.ANY EXISTING SYSTEM WITHIN TENANT'S SPACE THAT WILL BE REUSED MUST BE RECONDITIONED TO CURRENT LL'S STANDARDS AND BUILDING CODE AT TENANTS EXPENSE.
SURFACE MOUNTED OUTRIGGER , 48" O.C., G.C. REFER
TO DETAIL SHEET A523 FOR ATTACHMENT DETAILS.
2
A300
SURFACE MOUNTED OUTRIGGER , 48" O.C., G.C. REFER
TO DETAIL SHEET A523 FOR ATTACHMENT DETAILS.
12'-0"
MEN'STEE SHOP
12
'
-
0
"
GE
N
D
E
R
N
E
U
T
R
A
L
OUTRIGGERS TO BE ATTACHED TO
WALL STUDS 4' O.C., TYP.
16'-0"
MEN'S DENIM
2'-0"
HOLD
TS
MR
WM
MM
WW
FRS FRS FRS FRS FRSFRB
STOCK ROOM
FITTING ROOMS HALLWAY
WOMEN'S
TOILET
ROOM
MEN'S
TOILET
ROOM
HALLWAY
SALES AREA
CA
S
H
W
R
A
P
SC
MC
MI
BW
GR
GR
SMFWFW
SUNGLASS
AC
FT
BM - T
BM - B
BM - BLN
RI
DT
LN
RI
LN
RI
DT
LN
LN
RI
DT
LN
RI
S
16'-0"
BRANDY MELVILLE AND JOHN GALT
20'-0"
WOMEN'S DENIM
20'-0"
WOMEN'S FASHION
4'-0"
TYP.
CASH WRAP PROVIDED BY TENANT, INSTALLED BY G.C. REFER
TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION.
4'-4"
CLR.
OUTRIGGERS LAYOUT TO START
HERE TO MATCH STUD LAYOUT
INSIDE THE WALL
OUTRIGGERS LAYOUT TO START HERE TO
MATCH STUD LAYOUT INSIDE THE WALL
ADJACENT TENANT
WFWSMF
SMFWFWWFWSMF
WWWW
FN
FN
AB
S
WW
WW
CTG
S
BW
GP
GP
WM
MIAT
SC
MC
LP
GP
GP
MM
WM 16
'
-
5
"
OP
E
N
T
O
M
A
L
L
22
'
-
1
"
7'-3"
3
A300
MALL
3'-
0
"
2'-
1
1
"
CTG
CTG
WW
FRS FRS FRS
S
MM
GP
MM
SC
MC
BW
BW
BW
TT
TT
MI
STST
SN
TW
SN
WW
WW
MR
WM
MM
MR
WM
MM
FN
FT
AC
WW
12
'
-
0
"
GE
N
D
E
R
N
E
U
T
R
A
L
TS CTG
TS
CTG
GP
WM
1'-9 7/8"
HOLD
4'-0"
TYP.
3'-
2
"
2'-10"
47
'
-
9
"
LE
A
S
E
L
I
N
E
CORRIDOR
10'-1"
A201
1
5
2
3
A202
17
20
19
18
A201
6
10
9
7
A202
1
4
3
2
A401
2A
2D
2C
2B A401
4A
4D
4C
4B
A202
9
12
11
10
EXISTING TENANT'S STOREFRONT
5
A201
8
A201
A202
5
8
7
6
A202
13
16
15
14
MR WM
MM
MR WM
MM
FN
FT
FRS
WW
ADJACENT TENANT
LOCATION OF POWER AND DATA OUTLETS AT
CENTER OF THE BACK WRAP 7'-0" A.F.F.
BACKWRAP & PACSUN LIT SIGN PROVIDED BY TENANT. PROVIDE
ELECTRICAL, SEE DETAIL 8/A503 AND ELECTRICAL PLANS.
LOCATION OF POWER OUTLET 8" FROM
CORNER OF BACK WRAP AND 18" FROM A.F.F.
A2014
UNISEX ADA
FITTING ROOM
UNISEX FITTING
ROOMS, TYP.
2'
-
0
"
HO
L
D
2'
-
2
"
HO
L
D
NEW STRUCTURAL
COLUMNS
(E) COLUMN (E) COLUMN
8"
14
'
-
9
"
3'-8"
CLR.
(E) COLUMN
NEW STRUCTURAL COLUMNS
NEW STRUCTURAL COLUMNS
(E) VOID
LN
RI
DT
LN
RI
NEW STRUCTURAL COLUMNS
16
'
-
3
"
LE
A
S
E
L
I
N
E
2
A300
4A
A300
4B
A300
LOCATION OF POWER OUTLETS.
REFER TO ELEVATIONS.
4'
-
0
"
2'-0"
4'-4"
CLR.
A141
FIXTURE PLAN
3
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/25/23
07/24/23 BUILDING COMMENTS
2
OPEN TO
SALES FLOOR OPEN TO
FITTING
ROOMS
OPEN TO
FITTING
ROOMS
OPEN TO
SALES
FLOOR
OPEN TO
SALES
FLOOR
GROUND
0'-0"
TYP
1 INTERIOR ELEVATION
1/4" = 1'-0"
20
"
MA
X
.
3'-
1
0
"
PT-1
B-1
7'
-
6
"
PT-1
B-1
PT-1
B-1
PT-1
B-1
SURFACE MOUNTED OUTRIGGERS, 48", BOTTOM OF MOUNTING PLATE AT 5" A.F.F. LASER
LEVEL CENTER LINE OF MOUNTING HOLES AND OUTRIGGER SLOTS ALIGN ACROSS ALL
OUTRIGGERS AS WELL AS TOP AND BOTTOM.
GROUND
0'-0"
3 INTERIOR ELEVATION
1/4" = 1'-0"
5 INTERIOR ELEVATION
1/4" = 1'-0"
2 INTERIOR ELEVATION
1/4" = 1'-0"
GROUND
0'-0"
5 SECTION @ FITTING ROOMS
1/4" = 1'-0"
GROUND
0'-0"
6 INTERIOR ELEVATION
1/4" = 1'-0"
GROUND
0'-0"
7 INTERIOR ELEVATION
1/4" = 1'-0"8 SECTION @ FITTING ROOMS
1/4" = 1'-0"9 INTERIOR ELEVATION
1/4" = 1'-0"10 INTERIOR ELEVATION
1/4" = 1'-0"
TYP
TYP
TYPF-1 B-2
PT-3
WALL MOUNTED OCCUPANCY SENSOR W/
DIMMING CAPABILITIES. REFER TO ELECTRICAL
PLANS FOR MORE INFORMATION.
B.O. SOFFIT
10'-0"
TYP
TYPB-2
PT-3
TYP
TYPB-2
PT-3
EMPLOYEE SIDE OF CUSTOM CASHWRAP
FIXTURE BY OWNER. 11'-2"W X 2'-8"
CUSTOM BACKWRAP FIXTURE BY
OWNER. 98-1/2"W X 34"H
SURFACE MOUNTED OUTRIGGERS, 48", BOTTOM OF MOUNTING PLATE AT 5"
A.F.F. LASER LEVEL CENTER LINE OF MOUNTING HOLES AND OUTRIGGER
SLOTS ALIGN ACROSS ALL OUTRIGGERS AS WELL AS TOP AND BOTTOM.
TYP
F-1
TYP
TYPB-2
PT-3
TYP
F-1
TYP
TYP B-2
PT-3
TYP
TYPB-2
PT-3
1'
-
0
"
8'
-
6
"
T
Y
P
.
B.
O
.
L
I
G
H
T
F
I
X
T
U
R
E
MAPLE JAMB
MAPLE DOOR FINISH
TYP
TYP
MAPLE JAMB
MAPLE DOOR FINISH
TYP
TYP MAPLE JAMB
MAPLE DOOR FINISH
TYP
TYP
PT-1
B-1
PT-1
B-1
4 INTERIOR ELEVATION
1/4" = 1'-0"
SURFACE MOUNTED OUTRIGGERS, 48", BOTTOM OF MOUNTING PLATE AT 5"
A.F.F. LASER LEVEL CENTER LINE OF MOUNTING HOLES AND OUTRIGGER
SLOTS ALIGN ACROSS ALL OUTRIGGERS AS WELL AS TOP AND BOTTOM, TYP.
24'-7"6'-7"24'-7"
5'
-
1
"
18
"
8"LOCATION OF ELECT. OUTLET 18" A.F.F. AND 8" FROM CORNER OF
BACKWRAP. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.
3'-8"
℄
℄PT-1
B-1
PT-1
B-1
PT-1
B-1TYP
10
A502
TYP.
TACTILE EXIT SIGN ON INTERIOR. REFER TO G002 SHEET FOR
MORE INFORMATION.
9
A502
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
PT-1
B-1
B.O.DECK
+/- 20'-0"
TYP.
NEW STOREFRONT
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
℄
3'-0"
OPENING
B.O. HEADER
7'-0"
PT-1
B-1 SURFACE MOUNTED OUTRIGGERS, 48", BOTTOM OF MOUNTING PLATE AT 5"
A.F.F. LASER LEVEL CENTER LINE OF MOUNTING HOLES AND OUTRIGGER
SLOTS ALIGN ACROSS ALL OUTRIGGERS AS WELL AS TOP AND BOTTOM, TYP.
24'-7"24'-7"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
B.O. HEADER
7'-0"
10
A502
TYP.
10
A502
TYP.
10
A502
TYP.
9
A502
9
A502
9
A502
T.O. PTHT. WALL
8'-0"
ADD BLOCKING
BEHIND HOOKS, TYP.
TYP
HOOK-1
T.O. PTHT. WALL
8'-0"
B.O.DECK
+/- 20'-0"
B.O.DECK
+/- 20'-0"
B.O.DECK
+/- 20'-0"
B.O. FIXTURE
8'-6" TYP.
20
"
M
A
X
.
B.O
.
M
I
R
R
O
R
WALL MOUNTED MIRRORS ARE TO
BE CAULKED AROUND FRAME
TOUCHING WALL, TYP.
4'-0"
6'
-
0
"
2
A503
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
T.O. PTHT. WALL
8'-0"
TYP.
TYP.
TYP.
TYP.
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
T.O. PTHT. WALL
8'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
T.O. PTHT. WALL
8'-0"
3'-0"
6'
-
0
"
6'-7"
5
A503
CUSTOM BACKWRAP FIXTURE
BY OWNER. 98-1/2"W X 34"H
4'-
5
"
B.O. SOFFIT
10'-0"
B.O. SOFFIT
10'-0"
16'-0"
OPEN TO MALL
8'-
6
"
T
Y
P
.
B.
O
.
L
I
G
H
T
F
I
X
T
U
R
E
8'
-
6
"
T
Y
P
.
B.
O
.
L
I
G
H
T
F
I
X
T
U
R
E
8'-
6
"
T
Y
P
.
B.
O
.
L
I
G
H
T
F
I
X
T
U
R
E
3'-0"
6'
-
0
"
2
A503
TYP.
8'
-
6
"
T
Y
P
.
B.
O
.
L
I
G
H
T
F
I
X
T
U
R
E
NEW STOREFRONTNEW STOREFRONT
4
A503
TYP.
7'-
6
"
EQ.EQ.
PROVIDE ELECTRICAL FOR
ILLUMINATED EDGE SIGN
8"
℄
INTERIOR ELEVATIONS
A201
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
T.O. FRP
4'-0"
1'-4"1'-4"EQ.EQ.
5'
-
6
"
T.
O
.
H
O
O
K
HOOK-1
OPEN TO
FITTING
ROOMS
OPEN TO
SALES
FLOOR
2 INTERIOR ELEVATION
1/4" = 1'-0"3 INTERIOR ELEVATION
1/4" = 1'-0"4 INTERIOR ELEVATION
1/4" = 1'-0"5 INTERIOR ELEVATION
1/4" = 1'-0"6 INTERIOR ELEVATION
1/4" = 1'-0"7 INTERIOR ELEVATION
1/4" = 1'-0"8 INTERIOR ELEVATION
1/4" = 1'-0"
GROUND
0'-0"
9 INTERIOR ELEVATION
1/4" = 1'-0"
GROUND
0'-0"
10 INTERIOR ELEVATION
1/4" = 1'-0"
GROUND
0'-0"
11 INTERIOR ELEVATION
1/4" = 1'-0"
GROUND
0'-0"
12 INTERIOR ELEVATION
1/4" = 1'-0"
GROUND
0'-0"
17 INTERIOR ELEVATION
1/4" = 1'-0"
19 INTERIOR ELEVATION
1/4" = 1'-0"20 INTERIOR ELEVATION
1/4" = 1'-0"
ADD BLOCKING
BEHIND HOOKS, TYP.
℄
WALL MOUNTED OCCUPANCY SENSOR W/
DIMMING CAPABILITIES. REFER TO ELECTRICAL
PLANS FOR MORE INFORMATION.
WALL MOUNTED OCCUPANCY SENSOR W/
DIMMING CAPABILITIES. REFER TO ELECTRICAL
PLANS FOR MORE INFORMATION.
FRP-1
B-4 KICK
PLATEFRP-1
B-4
27
"
M
I
N
.
C
L
R
.
36
"
M
A
X
.
T
O
T
O
P
O
F
B
U
B
B
L
E
R
32
"
M
I
N
.
C
L
R
.
40
"
-
4
2
"
T
O
T
O
P
O
F
B
U
B
B
L
E
R
60
"
M
I
N
.
WOMEN'S ADA RESTROOM
SIGN, 12" DIA. CIRCLE.
60
"
M
I
N
.
MEN'S ADA RESTROOM SIGN,
10" W. 1/4" THICK TRIANGLE.
KICK
PLATE
KICK PLATE
B-2
PT-3 TYP
HOOK-1
TYP
F-1
TYP
TYPB-2
PT-3
TYP
TYPB-2
PT-3
TYP
TYPB-2
PT-3
PT-3
B-2
PT-3
TYP
HOOK-1
℄℄
5'
-
6
"
T.
O
.
H
O
O
K
FRP-1
B-4
FRP-1
B-4
FRP-1
B-4
FRP-1
B-4
PT-1
B-4
6
A503
TYP.
1"X4" FIRE TREATED POPLAR STRAPPING INSTALLED
HORIZONTALLY BEHIND ALL WALL STANDARDS, 24"
O.C. (SECURE TO WALL STUDS)
10' SURFACE MOUNTED HEAVY DUTY WALL STANDARDS,
48" O.C. MAX, CUT TO LENGTH AS REQUIRED
3
A502
1"X4" FIRE TREATED POPLAR STRAPPING
INSTALLED HORIZONTALLY BEHIND ALL WALL
STANDARDS, 48" O.C. (SECURE TO WALL STUDS)
10' SURFACE MOUNTED HEAVY DUTY
WALL STANDARDS, 48" O.C. MAX, CUT
TO LENGTH AS REQUIRED
GROUND
0'-0"
13 INTERIOR ELEVATION
1/4" = 1'-0"
GROUND
0'-0"
14 INTERIOR ELEVATION
1/4" = 1'-0"
CEILING
9'-0"
CEILING
9'-0"
CEILING
9'-0"
CEILING
9'-0"
CEILING
9'-0"
CEILING
9'-0"
CEILING
9'-0"
GROUND
0'-0"
15 INTERIOR ELEVATION
1/4" = 1'-0"
PT-3
B-2
PT-3
B-2
PT-3
B-2
EQ EQ
B-2
PT-3 TYP
F-1
℄
TYPB-2
TYP
ADD BLOCKING
BEHIND HOOKS, TYP.
MAPLE JAMB
MAPLE DOOR
FINISH TYP
TYP MAPLE JAMB
MAPLE DOOR FINISH
TYP
TYP
PT-1 PT-1 PT-1 PT-1 PT-1
EQEQ3'-5 1/2"
TYP
TYPFILE CABINET
PT-1
B-4 TYP
TYP PT-1
B-4 TYP
TYP
EQ EQ
GROUND
0'-0"
1 INTERIOR ELEVATION
1/4" = 1'-0"
B-2
PT-3 TYP
F-1
℄
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
EQ EQ℄
7'-4 5/8"
TYP
TYP
B.O. HEADER
8'-0"
B.O. HEADER
8'-0"
T.O. PTHT. WALL
8'-0"
T.O. PTHT. WALL
8'-0"
T.O. PTHT. WALL
8'-0"
T.O. PTHT. WALL
8'-0"
CEILING
9'-0"
GROUND
0'-0"
16 INTERIOR ELEVATION
1/4" = 1'-0"
PT-3
B-2
B.O.DECK
+/- 20'-0"
(E) COLUMN
MINI FRIDGE
MANAGER DESK
32"H x 72"W x 30"D
SAFE
ELECTRICAL PANELS
MICROWAVE
KICK PLATEKICK PLATE
18 INTERIOR ELEVATION
1/4" = 1'-0"
8' SURFACE MOUNTED HEAVY DUTY
WALL STANDARDS, 24" O.C. MAX, CUT TO
LENGTH AS REQUIRED
7'-10" SURFACE MOUNTED HEAVY
DUTY WALL STANDARDS, 24" O.C.
MAX, CUT TO LENGTH AS REQUIRED
LOCKERSPT-1
B-4 CG-1 HANGBARSTYP
TYP
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
GROUND
0'-0"
B.O.DECK
+/- 20'-0"
(E) COLUMN
BAR BIN
HARDWARE BIN
MOP SINK
DATA BOARD
MANAGER DESK
KICK PLATE
KICK PLATE
4'-
0
"
T.
O
.
H
O
O
K
PROCESSING DESK
42"H x 72"W x 30"D
KICK
PLATE
1
A503
TYP.
20
"
MA
X
.
3'-0"
6'-
0
"
2
A503
TYP.
WALL MOUNTED
MIRRORS ARE TO BE
CAULKED AROUND
FRAME TOUCHING
WALL, TYP.
3'-0"
WALL MOUNTED
MIRRORS ARE TO BE
CAULKED AROUND
FRAME TOUCHING
WALL, TYP.
20
"
MA
X
.
6'-
0
"
20
"
MA
X
.
3'-0"
6'-
0
"
2
A503
TYP.
WALL MOUNTED
MIRRORS ARE TO BE
CAULKED AROUND
FRAME TOUCHING
WALL, TYP.
3'-0"
OPEN
3'-6"3'-6"EQ.EQ.℄℄℄
4'-
3
"
B
.
O
.
B
O
A
R
D
BULLETIN BOARDS SIZED
36"W X 48"H, TO BE MOUNTED
FROM BOTTOM OF BOARD
4'-3" A.F.F., TYP.
5
A561
5
G002
TYP.
5
G002
TYP.
4
A503
TYP.
3'-0"
OPEN
8'
-
6
"
T
Y
P
.
B.
O
.
L
I
G
H
T
F
I
X
T
U
R
E
TRANSFORMER
T.O. DOOR
7'-0"
T.O. PLHT. WALL
5'-0"
T.O. DOOR
7'-0"
T.O. DOOR
7'-0"
T.O. DOOR
7'-0"
T.O. DOOR
7'-0"
T.O. DOOR
7'-0"
5
A502
3
A502
4
A502
4
A502
SIM.
3
A503
TYP.
3
A503
TYP.
2'-7"3'-9"
3'
-
7
"
6'
-
1
"
T.O. FRP
4'-0"
T.O. FRP
4'-0"
T.O. FRP
4'-0"
1
A503
TYP.
2
INTERIOR ELEVATIONS
A202
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
2
5"
V.I.F.
1 STOREFRONT PLAN VIEW
3/8" = 1'-0"
1
0
'
-
1
"
3'-2"3'-0"16'-0"
OPENING
47'-9"
LEASE LINE
LEASE LINE
LEASE LINE
2
-
3
-
1
1
"
EXISTING ADJACENT TENANT
STOREFRONT TO REMAIN.
2'-11"2
-22'-7"
6
'
-
9
"
2
'
-
1
0
"
47'-8"
EQ.EQ.SECURITY ROLL-UP GRILLE
2 STOREFRONT ELEVATION
3/8" = 1'-0"
3 STOREFRONT SIDE ELEVATION
3/8" = 1'-0"
GROUND
0'-0"
GROUND
0'-0"
TYP
SF-1
10'-1"
10
'
-
0
"
15
'
-
1
0
"
5'
-
1
0
"
SF-1
TYP
10
'
-
0
"
LEASE LINE
15
'
-
1
0
"
5'
-
1
0
"
OPEN TO
SALES FLOOR
T.O. WINDOWS
10'-0" V.I.F.
1'
-
0
"
T.O. WINDOWS
10'-0" V.I.F.
16'-0"
1.G.C. TO VERIFY FIELD CONDITIONS AND DIMENSIONS AND NOTIFY
ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES AFTER
DEMOLITION AND PRIOR TO RECLADDING OR CONSTRUCTION.
G.C. TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING ANY
MATERIALS.
2.G.C. TO VERIFY AND INSTALL BLOCKING FOR EXTERIOR SIGNAGE
AS REQUIRED. COORDINATE WITH LANDLORD AND SIGNAGE
VENDOR REGARDING LOCATION OF SIGNAGE AND EXISTING
SHELL CONSTRUCTION/FINISH CONDITIONS.
3.SIGN MANUFACTURER TO REVIEW THE LANDLORD'S SIGN
CRITERIA AND SUBMIT SHOP DRAWINGS FOR THE PROPOSED
SIGN TO THE LANDLORD AND ANY OTHER GOVERNING
AUTHORITIES. THE SIGN MANUFACTURER SHALL SECURE ANY
AND ALL PERMITS REQUIRED FOR THE INSTALLATION AND
DISPLAY OF THE PROPOSED SIGNAGE.
4.SIGN MANUFACTURER'S SHOP DRAWINGS SHALL BE REVIEWED
UNDER SEPARATE SUBMITTAL.
5.SIGNAGE AS SHOWN IN THESE DRAWINGS IS SCHEMATIC ONLY
FOR ILLUSTRATION PURPOSES AND DOES NOT IMPLY OR
DESCRIBE ANY MEANS, METHODS, OR DETAILS PERTAINING TO
INSTALLATION OF SIGNAGE. IT SHALL BE SOLELY THE SIGN
MANUFACTURER'S RESPONSIBILITY TO DESIGN, FABRICATE, AND
INSTALL THE SIGN UNDER SEPARATE PERMIT. ANY AND ALL
STRUCTURAL CONSIDERATIONS SHALL BE COORDINATED
BETWEEN THE SIGN MANUFACTURER, THE LANDLORD, AND HIS
DESIGN PROFESSIONALS.
6.SUITE NUMBERS SHOULD BE A MINIMUM OF 3" HIGH, 1/2” STROKE
WIDE, AND A CONTRASTING COLOR. PREMISES IDENTIFICATION
MUST BE VISIBLE FROM STREET OR DRIVE. ALL EXTERIOR SUITE
DOORS SHALL BE LABELED. POST 6" STREET NUMBERS AND 3"
SUITE NUMBERS. COORDINATE WITH LANDLORD
REPRESENTATIVE AND PACSUN
CONSTRUCTION PM FOR FINAL PLACEMENT OF SUITE NUMBERS.
7.ALL MATERIALS TO BE A CLASS A RATING WITH A FLAME SPREAD
INDEX OF 0-25 AND A SMOKE DEVELOPED INDEX OF 0-450.
GENERAL NOTES
18
"
MA
X
.
47'-8"16'-1"
1.REMOVAL OR ADDITION OF INTERIOR WALLS SHALL REQUIRE A
PERMIT FROM THE ARCADIA BUILDING DIVISION, (626) 574-5448.
2.A BUSINESS LICENSE SHALL BE OBTAINED FROM THE BUSINESS
LICENSE OFFICE, (626) 574-5430.
3.MINIMUM RATED 2A:10BC FIRE EXTINGUISHERS SHALL BE
PROVIDED IN APPROVED LOCATIONS. THE TRAVEL DISTANCE TO
AN EXTINGUISHER SHALL NOT EXCEED 75 FEET.
4.A KNOX BOX SHALL BE PROVIDED ADJACENT TO THE FRONT
ENTRANCE AND MOUNTED NO HIGHER THAN 18 INCHES A.F.F.
KEYS TO THE FRONT ENTRANCE SHALL BE PROVIDED TO THE FIRE
DEPARTMENT AND PLACED IN THE KNOX BOX FOR EMERGENCY
USE ONLY.
5.ANY MODIFICATIONS TO THE FIRE SPRINKLER OR FIRE ALARM
SYSTEM SHALL REQUIRE A SEPARATE PERMIT. MODIFICATION TO
AN EXISTING SPACE REQUIRING A BUILDING PERMIT SHALL ALSO
REQUIRE FULL SMOKE DETECTION FOR THE SPACE.
6.FOR NEW OR TEMPORARY TENANTS, ANY EXISTING SMOKE
AND/OR HEAT DETECTORS IN THE SPACE SHALL BE
REPROGRAMMED TO REFLECT THE NEW TENANCY. CONTACT THE
MALL FIRE ALARM CONTRACTOR TO CONDUCT THE PROPER
PROGRAMMING.
7.ALL REQUIRED EXIT SIGNAGE AND EMERGENCY LIGHTING SHALL
BE FUNCTIONING PROPERLY.
8.EXIT PATHS SHALL BE KEPT CLEAR AT ALL TIMES, INCLUDING
REAR HALLWAYS AND CORRIDORS. ALL EXIT DOORS SHALL BE
EASILY OPENED. ANY LOCKING DEVICES SHALL REQUIRE ONLY
ONE ACTION AND NO SPECIAL KNOWLEDGE TO OPERATE.
9.THERE SHALL BE A MINIMUM CLEAR SPACE OF 36” IN FRONT OF
ELECTRICAL PANELS AND TRANSFORMERS. ELECTRICAL ROOMS
SHALL BE KEPT CLEAR OF STORAGE.
LANDLORD REQUIREMENT NOTES
NEW STRUCTURAL COLUMN, REFER TO STRUCTURAL.
PAINTED PT-1 PER FINISH PLAN. TYP.
EXISTING COLUMN WITH NEW
FURRING, PAINTED PT-1 WITH
BASE B-1. PER FINISH PLAN.
1
A301
2
A301
4
A303
3
A203
3
A203
6
A203
6
A203
1
A203
1
A203
1
A203
6
A203
2'-4"
6'
-
2
"
6'
-
2
"
22'-10"
8'
-
7
"
8'
-
7
"
2'-4"2'-4"2'-4"
2'-4"17'-1"
NEW STRUCTURAL COLUMN, REFER
TO STRUCTURAL. PAINTED PT-1 PER
FINISH PLAN. TYP.
NEW STRUCTURAL COLUMN,
REFER TO STRUCTURAL. PAINTED
PT-1 PER FINISH PLAN. TYP.
1
A302
2
A302
NEW STRUCTURAL STOREFRONT
COLUMN SUPPORTS, REFER TO
STRUCTURAL, TYP.
STRUCTURAL COLUMNS, REFER TO STRUCTURAL, TYP.
EXISTING NEUTRAL PIER TO
REMAIN. PATCH AND REPAIR AS
NEEDED. PREP SURFACE TO BE
PAINTED PT-6 PER MALL
REQUIREMENT, TYP.
PER MALL REQUIREMENTS,
ALL NEUTRAL PIER TO BE
PAINTED PT-6, TYP.
SIGN BY OTHERS
PT-6
5
A303
9
A303
EXISTING NEUTRAL PIER TO REMAIN.
PATCH AND REPAIR AS NEEDED. PREP
FOR MALL REQUIRED FINISHES.SF-1
TYP
4
A303
℄℄℄℄℄
℄℄℄℄℄℄
12
A203
3
A203
8
A203
8
A203
3
A203
3
A203
4 STOREFRONT ENTRY ELEVATIONS
3/8" = 1'-0"
GROUND
0'-0"
T.O. WINDOWS
10'-0" V.I.F.
6'-9"
NEW STRUCUTRAL COLUMN
FURRING, REFER TO
STRUCTURAL. PAINTED PT-1
WITH BASE B-1. PER FINISH
PLAN.
NEW STRUCUTRAL COLUMNS
FURRING, REFER TO STRUCTURAL.
PAINTED PT-1 WITH BASE B-1 AT
INTERIOR. PER FINISH PLAN.
13'-1"
3'-4"3'-0"
SECURITY ROLL-UP GRILLE CHANNELS.
3'
-
4
"
3'
-
4
"
SIM.
4A
-
A STOREFRONT LEFT ENTRY ELEVATION B STOREFRONT RIGHT ENTRY ELEVATION
4B
-
LOCATION OF KNOX BOX,
MOUNTED 18" A.F.F. MAX PER
MALL REQUIREMENT.
8'
-
7
"
4
A303
4
A303
SIM.
SF-1
PT-1
1'-2"
1'-2"
4
A303
4
A303
SECURITY GRILLE
GUIDE REFER TO
DETAIL.
BASE BOARD.
REFER TO
DETAIL.
B-1
TOP MOTORIZED QMI OR APPROVED EQ. STORE SAFE
AL7 W/ STYLE 51 PUNCH PATTERN WITH KEY SWITCH
TO ACCEPT BEST 7 PIN CORE. REFER TO DETAILS.
DOOR TO REMAIN OPEN DURING OPERATING HOURS.
EQ EQ EQ EQ EQ
13
A303
T.O. STOREFRONT
15'-10" V.I.F.
14'-9"22'-7"
EQ.
EQ.
EQ.14'-9"
8"
16'-3"
LEAS
E
L
I
N
E
8"
6'-9"
6
"
T.O. STOREFRONT
15'-10" V.I.F.
117°
14
A303
2
'
-
0
"
1
'
-
8
"
EXISTING NEUTRAL PIER TO REMAIN.
PATCH AND REPAIR AS NEEDED. PREP
FOR MALL REQUIRED FINISHES.
INTERIOR
MALL MALL
MTL-1
TYP
MTL-1
TYP
MTL-1
TYP
STOREFRONT PLAN
AND ELEVATIONS
A300
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
GROUND
0'-0"
1 STOREFRONT SECTION @ ENTRANCE
3/4" = 1'-0"
1
A303
2 STOREFRONT SECTION @ GLAZING
3/4" = 1'-0"
MALLSALES AREA
DECK
GROUND
0'-0"
2
A501
B.O. DECK
(E) 21'-6" V.I.F.
(E
)
M
A
L
L
B
U
L
K
H
E
A
D
(E) MALL BULKHEAD
B.O. SOFFIT
10'-0"
B.O. MALL BULKHEAD
(E) 21'-6" V.I.F.
SALES AREA
10
"
9
A505
MALL
B.O. MALL BULKHEAD
(E) 15'-9 " V.I.F.
B.O. DECK
(E) 21'-6" V.I.F.
(E
)
M
A
L
L
B
U
L
K
H
E
A
D
(E) MALL BULKHEAD
B.O. SOFFIT
10'-0"
10'-0"
SOFFIT
B.O. SOFFIT
10'-0"
B.O. MALL BULKHEAD
(E) 21'-6" V.I.F.
SALES AREA
9
A505
2
A505
7
A303
3'-4"
6
A303
B.O. SIGNAGE
12'-2"
2"
HOLD
1.G.C. TO VERIFY FIELD CONDITIONS AND DIMENSIONS AND NOTIFY
ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES AFTER DEMOLITION
AND PRIOR TO RECLADDING OR CONSTRUCTION. G.C. TO FIELD VERIFY
ALL DIMENSIONS PRIOR TO ORDERING ANY MATERIALS.
2.G.C. TO VERIFY AND INSTALL BLOCKING FOR EXTERIOR SIGNAGE AS
REQUIRED. COORDINATE WITH LANDLORD AND SIGNAGE VENDOR
REGARDING LOCATION OF SIGNAGE AND EXISTING SHELL
CONSTRUCTION/FINISH CONDITIONS.
3.SIGN MANUFACTURER TO REVIEW THE LANDLORD'S SIGN CRITERIA AND
SUBMIT SHOP DRAWINGS FOR THE PROPOSED SIGN TO THE LANDLORD
AND ANY OTHER GOVERNING AUTHORITIES. THE SIGN MANUFACTURER
SHALL SECURE ANY AND ALL PERMITS REQUIRED FOR THE
INSTALLATION AND DISPLAY OF THE PROPOSED SIGNAGE.
4.SIGN MANUFACTURER'S SHOP DRAWINGS SHALL BE REVIEWED UNDER
SEPARATE SUBMITTAL.
5.SIGNAGE AS SHOWN IN THESE DRAWINGS IS SCHEMATIC ONLY FOR
ILLUSTRATION PURPOSES AND DOES NOT IMPLY OR DESCRIBE ANY
MEANS, METHODS, OR DETAILS PERTAINING TO INSTALLATION OF
SIGNAGE. IT SHALL BE SOLELY THE SIGN MANUFACTURER'S
RESPONSIBILITY TO DESIGN, FABRICATE, AND INSTALL THE SIGN UNDER
SEPARATE PERMIT. ANY AND ALL STRUCTURAL CONSIDERATIONS SHALL
BE COORDINATED BETWEEN THE SIGN MANUFACTURER, THE
LANDLORD, AND HIS DESIGN PROFESSIONALS.
GENERAL NOTES
2
A303
2"
HOLD
10'-0"
SOFFIT
8"1'-3"
B.O. MALL BULKHEAD
(E) 15'-9 " V.I.F.
B.O. SOFFIT
10'-0"
TYP.
TYP.
B.O. BOX BEAM
10'-4"
TYP.TYP.
TYP.
6"
TYP.
TYP.
B.O. BOX BEAM
10'-4"
T.O. STOREFRONT
15' - 10"TYP.
DECK 2
A501 EXISTING DECK TO REMAIN.
ATTACHMENT TO BOTTOM OF DECK. REFER TO DETAIL AND
STRUCTURAL DETAILS FOR MORE INFORMATION, TYP.
EXISTING ROOF FRAMING TO REMAIN.
PREPARE SURFACES FOR FINISHES, TYP.
EXISTING MALL BULKHEAD TO REMAIN.
PROTECT DURING CONSTRUCTION. PATCH
AND REPAIR AS NEEDED AND PAINT PT-7
PER MALL REQUIRED SPECS.
BOX BEAM. REFER TO STRUCTURAL, TYP.
STOREFRONT BASE. REFER TO DETAIL.
STOREFRONT GLASS GLAZING. ALL STOREFRONT
GLASS SHALL BE TEMPERED PLATE GLASS WITH
MAX. 1/8" JOINTS WITH CLEAR CAULK.
NEW STOREFRONT COLUMNS. REFER TO
STRUCTURAL, TYP.
3 5/8" 20 GA METAL STUD DIAGONAL BRACING
@ 48" O.C. REFER TO STRUCTURAL DRAWINGS
FOR MORE INFORMATION, TYP.
SECURITY GRILLE.
LEASE LINE.
NEW STOREFRONT COLUMN BEYOND.
FINISHED PT-1 PER PLANS. REFER TO
STRUCTURAL, TYP.
18" SIGN MOUNTED ON WALL INTERNALLY ILLUMINATED
SIGNAGE ALIGNED WITH ENTRY DOOR. UNDER SEPARATE
PERMIT BY SIGN VENDOR.
SECURITY GRILLE HOUSING AS SPECIFIED.
BOX BEAM. REFER TO STRUCTURAL, TYP.
BLOCKING AS REQUIRED, TYP.
RECESSED GRILLE GUIDE, TYP.
G.C. TO FINISH RECESS 6" INTO SOFFIT GYP. SO THAT GRILLE CAN
BE FULLY RECESSED AND CONCEALED WITH CORNER GUARDS.
GRILLE
SALES AREA WALLS TO BE FINISHED PT-1 PER PLANS.
5/8" TYPE "X" GYP. OVER 3 5/8" 20 GA. METAL STUD.
LEASE LINE.
STOREFRONT FINISH RECESSED AT HEADER, SO
THAT GLAZING CAN BE FULLY RECESSED AND
CONCEALED. SF-1 ARMOURCOAT POLISH PLASTER
FINISH SPATULATA NATURAL WHITE P70 / P80.
MALL COMMON AREA FINISH FLOOR AREA
TO BE PATCHED AND REPAIRED BY TENANT
AS NECESSARY UP TO STOREFRONT.
2x 1/2" CEMENT BOARD OVER 3
5/8" 20 GA. METAL STUDS.
SF-1 ARMOURCOAT POLISH PLASTER FINISH
SPATULATA NATURAL WHITE P70 / P80.
2x 1/2" CEMENT BOARD OVER
2 1/2" 20 GA. METAL STUDS.
6" 20 GA METAL STUD VERTICAL BRACING.
REFER TO STRUCTURAL DRAWINGS FOR
MORE INFORMATION, TYP.
5/8" TYPE "X" GYP. OVER 6" 20 GA. METAL STUD.
#10-16 SS TEK SCREWS, TYP.
PT-1
5/8" TYPE "X" GYP. OVER 6" 20 GA. METAL STUD.
PT-1
SF-1 ARMOURCOAT POLISH PLASTER FINISH SPATULATA
NATURAL WHITE P70 / P80 ON WALL BEYOND.
2" GLAZING TOP CONNECTION, FINISH
TO MATCH STOREFRONT SYSTEM, TYP.
6" 20 GA. METAL STUDS.
ATTACHMENT TO 3 5/8" GA METAL STUD.
REFER TO STRUCTURAL, TYP.
ATTACHMENT TO EXISTING MALL
BULKHEAD. REFER TO STRUCTURAL.
B-1
TENANT FINISH FLOOR
NEW STOREFRONT COLUMN BEYOND.
FINISHED PT-1 PER PLANS. REFER TO
STRUCTURAL, TYP.
SALES AREA WALLS TO BE FINISHED PT-1 PER PLANS.
TENANT FINISH FLOOR
MALL COMMON AREA FINISH FLOOR AREA
TO BE PATCHED AND REPAIRED BY TENANT
AS NECESSARY UP TO STOREFRONT.
PT-1
B-1
BOX BEAM. REFER TO STRUCTURAL, TYP.
5/8" TYPE "X" GYP. OVER 6" 20 GA. METAL STUD.
PT-1
BOX BEAM. REFER TO STRUCTURAL, TYP.
STOREFRONT FINISH RECESSED AT HEADER, SO THAT SECURITY
GRILLE CAN BE FULLY RECESSED AND CONCEALED. SF-1 ARMOURCOAT
POLISH PLASTER FINISH SPATULATA NATURAL WHITE P70 / P80.
2x 1/2" CEMENT BOARD OVER 3 5/8" 20 GA. METAL STUDS.
2x 1/2" CEMENT BOARD OVER 2 1/2" 20 GA. METAL STUDS.
2x 1/2" CEMENT BOARD OVER 6" 20 GA. METAL STUDS.
LEASE LINE.
SF-1 ARMOURCOAT POLISH PLASTER FINISH
SPATULATA NATURAL WHITE P70 / P80.
2x 1/2" CEMENT BOARD OVER
2 1/2" 20 GA. METAL STUDS.
ATTACHMENT TO 3 5/8" GA METAL STUD.
REFER TO STRUCTURAL, TYP.
ATTACHMENT TO EXISTING MALL
BULKHEAD. REFER TO STRUCTURAL.
EXISTING MALL BULKHEAD TO REMAIN.
PROTECT DURING CONSTRUCTION. PATCH
AND REPAIR AS NEEDED AND PAINT PT-7
PER MALL REQUIRED SPECS.
6" 20 GA. METAL STUDS.
EXISTING ROOF FRAMING TO REMAIN.
PREPARE SURFACES FOR FINISHES, TYP.
6" 20 GA METAL STUD VERTICAL BRACING.
REFER TO STRUCTURAL DRAWINGS FOR
MORE INFORMATION, TYP.
5/8" TYPE "X" GYP. OVER 6" 20 GA. METAL STUD.
#10-16 SS TEK SCREWS, TYP.
PT-1
3 5/8" 20 GA METAL STUD DIAGONAL BRACING
@ 48" O.C. REFER TO STRUCTURAL DRAWINGS
FOR MORE INFORMATION, TYP.
EXISTING DECK TO REMAIN.
ATTACHMENT TO BOTTOM OF DECK. REFER TO DETAIL AND
STRUCTURAL DETAILS FOR MORE INFORMATION, TYP.
T.O. STOREFRONT
15' - 10"
T.O. STUD
15'-4"
T.O. STUD
15'-4"
STOREFRONT SECTIONS
AND DETAILS
A301
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
1 STOREFRONT SECTION @ GLAZING
3/4" = 1'-0"
1.G.C. TO VERIFY FIELD CONDITIONS AND DIMENSIONS AND NOTIFY
ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES AFTER DEMOLITION
AND PRIOR TO RECLADDING OR CONSTRUCTION. G.C. TO FIELD VERIFY
ALL DIMENSIONS PRIOR TO ORDERING ANY MATERIALS.
2.G.C. TO VERIFY AND INSTALL BLOCKING FOR EXTERIOR SIGNAGE AS
REQUIRED. COORDINATE WITH LANDLORD AND SIGNAGE VENDOR
REGARDING LOCATION OF SIGNAGE AND EXISTING SHELL
CONSTRUCTION/FINISH CONDITIONS.
3.SIGN MANUFACTURER TO REVIEW THE LANDLORD'S SIGN CRITERIA AND
SUBMIT SHOP DRAWINGS FOR THE PROPOSED SIGN TO THE LANDLORD
AND ANY OTHER GOVERNING AUTHORITIES. THE SIGN MANUFACTURER
SHALL SECURE ANY AND ALL PERMITS REQUIRED FOR THE
INSTALLATION AND DISPLAY OF THE PROPOSED SIGNAGE.
4.SIGN MANUFACTURER'S SHOP DRAWINGS SHALL BE REVIEWED UNDER
SEPARATE SUBMITTAL.
5.SIGNAGE AS SHOWN IN THESE DRAWINGS IS SCHEMATIC ONLY FOR
ILLUSTRATION PURPOSES AND DOES NOT IMPLY OR DESCRIBE ANY
MEANS, METHODS, OR DETAILS PERTAINING TO INSTALLATION OF
SIGNAGE. IT SHALL BE SOLELY THE SIGN MANUFACTURER'S
RESPONSIBILITY TO DESIGN, FABRICATE, AND INSTALL THE SIGN UNDER
SEPARATE PERMIT. ANY AND ALL STRUCTURAL CONSIDERATIONS SHALL
BE COORDINATED BETWEEN THE SIGN MANUFACTURER, THE
LANDLORD, AND HIS DESIGN PROFESSIONALS.
GENERAL NOTES
1
A303
MALLSALES AREA
DECK
GROUND
0'-0"
2
A501
B.O. DECK
(E) 21'-6" V.I.F.
(E
)
M
A
L
L
B
U
L
K
H
E
A
D
(E) MALL BULKHEAD
B.O. SOFFIT
10'-0"
B.O. MALL BULKHEAD
(E) 21'-6" V.I.F.
SALES AREA
10
"
9
A505
6
A3032"
HOLD
10'-0"
SOFFIT
8"
B.O. MALL BULKHEAD
(E) 15'-9 " V.I.F.
B.O. SOFFIT
10'-0"
TYP.
TYP.
B.O. BOX BEAM
10'-4"
TYP.
1
A303
2 STOREFRONT SECTION @ GLAZING
3/4" = 1'-0"
MALLSALES AREA
DECK
GROUND
0'-0"
2
A501
B.O. DECK
(E) 21'-6" V.I.F.
(E
)
M
A
L
L
B
U
L
K
H
E
A
D
(E) MALL BULKHEAD
B.O. SOFFIT
10'-0"
B.O. MALL BULKHEAD
(E) 21'-6" V.I.F.
SALES AREA
10
"
9
A505
6
A3032"
HOLD
10'-0"
SOFFIT
6"
B.O. MALL BULKHEAD
(E) 15'-9 " V.I.F.
B.O. SOFFIT
10'-0"
TYP.
TYP.
B.O. BOX BEAM
10'-4"
TYP.
EXISTING DECK TO REMAIN.
ATTACHMENT TO BOTTOM OF DECK. REFER TO DETAIL AND
STRUCTURAL DETAILS FOR MORE INFORMATION, TYP.
EXISTING ROOF FRAMING TO REMAIN.
PREPARE SURFACES FOR FINISHES, TYP.
EXISTING MALL BULKHEAD TO REMAIN.
PROTECT DURING CONSTRUCTION. PATCH
AND REPAIR AS NEEDED AND PAINT PT-7
PER MALL REQUIRED SPECS.
BOX BEAM. REFER TO STRUCTURAL, TYP.
STOREFRONT BASE. REFER TO DETAIL.
STOREFRONT GLASS GLAZING. ALL STOREFRONT
GLASS SHALL BE TEMPERED PLATE GLASS WITH
MAX. 1/8" JOINTS WITH CLEAR CAULK.
NEW STOREFRONT COLUMN BEYOND.
FINISHED PT-1 PER PLANS. REFER TO
STRUCTURAL, TYP.
BLOCKING AS REQUIRED, TYP.
SALES AREA WALLS TO BE FINISHED PT-1 PER PLANS.
LEASE LINE.
STOREFRONT FINISH RECESSED AT HEADER, SO
THAT GLAZING CAN BE FULLY RECESSED AND
CONCEALED. SF-1 ARMOURCOAT POLISH PLASTER
FINISH SPATULATA NATURAL WHITE P70 / P80.
MALL COMMON AREA FINISH FLOOR AREA
TO BE PATCHED AND REPAIRED BY TENANT
AS NECESSARY UP TO STOREFRONT.
2x 1/2" CEMENT BOARD OVER 3
5/8" 20 GA. METAL STUDS.
SF-1 ARMOURCOAT POLISH PLASTER FINISH
SPATULATA NATURAL WHITE P70 / P80.
2x 1/2" CEMENT BOARD OVER
2 1/2" 20 GA. METAL STUDS.
6" 20 GA METAL STUD VERTICAL BRACING.
REFER TO STRUCTURAL DRAWINGS FOR
MORE INFORMATION, TYP.
5/8" TYPE "X" GYP. OVER 6" 20 GA. METAL STUD.
#10-16 SS TEK SCREWS, TYP.
PT-1
5/8" TYPE "X" GYP. OVER 6" 20 GA. METAL STUD.
PT-1
2" GLAZING TOP CONNECTION, FINISH
TO MATCH STOREFRONT SYSTEM, TYP.
6" 20 GA. METAL STUDS.
ATTACHMENT TO 3 5/8" GA METAL STUD.
REFER TO STRUCTURAL, TYP.
ATTACHMENT TO EXISTING MALL
BULKHEAD. REFER TO STRUCTURAL.
B-1
TENANT FINISH FLOOR
BOX BEAM. REFER TO STRUCTURAL, TYP.
3 5/8" 20 GA METAL STUD DIAGONAL BRACING
@ 48" O.C. REFER TO STRUCTURAL DRAWINGS
FOR MORE INFORMATION, TYP.
EXISTING DECK TO REMAIN.
ATTACHMENT TO BOTTOM OF DECK. REFER TO DETAIL AND
STRUCTURAL DETAILS FOR MORE INFORMATION, TYP.
EXISTING ROOF FRAMING TO REMAIN.
PREPARE SURFACES FOR FINISHES, TYP.
EXISTING MALL BULKHEAD TO REMAIN.
PROTECT DURING CONSTRUCTION. PATCH
AND REPAIR AS NEEDED AND PAINT PT-7
PER MALL REQUIRED SPECS.
BOX BEAM. REFER TO STRUCTURAL, TYP.
STOREFRONT BASE. REFER TO DETAIL.
STOREFRONT GLASS GLAZING. ALL STOREFRONT
GLASS SHALL BE TEMPERED PLATE GLASS WITH
MAX. 1/8" JOINTS WITH CLEAR CAULK.
NEW STOREFRONT COLUMN BEYOND.
FINISHED PT-1 PER PLANS. REFER TO
STRUCTURAL, TYP.
BLOCKING AS REQUIRED, TYP.
SALES AREA WALLS TO BE FINISHED PT-1 PER PLANS.
LEASE LINE.
STOREFRONT FINISH RECESSED AT HEADER, SO
THAT GLAZING CAN BE FULLY RECESSED AND
CONCEALED. SF-1 ARMOURCOAT POLISH PLASTER
FINISH SPATULATA NATURAL WHITE P70 / P80.
MALL COMMON AREA FINISH FLOOR AREA
TO BE PATCHED AND REPAIRED BY TENANT
AS NECESSARY UP TO STOREFRONT.
2x 1/2" CEMENT BOARD OVER 3
5/8" 20 GA. METAL STUDS.
SF-1 ARMOURCOAT POLISH PLASTER FINISH
SPATULATA NATURAL WHITE P70 / P80.
2x 1/2" CEMENT BOARD OVER
2 1/2" 20 GA. METAL STUDS.
6" 20 GA METAL STUD VERTICAL BRACING.
REFER TO STRUCTURAL DRAWINGS FOR
MORE INFORMATION, TYP.
5/8" TYPE "X" GYP. OVER 6" 20 GA. METAL STUD.
#10-16 SS TEK SCREWS, TYP.
PT-1
5/8" TYPE "X" GYP. OVER 6" 20 GA. METAL STUD.
PT-1
2" GLAZING TOP CONNECTION, FINISH
TO MATCH STOREFRONT SYSTEM, TYP.
6" 20 GA. METAL STUDS.
ATTACHMENT TO 3 5/8" GA METAL STUD.
REFER TO STRUCTURAL, TYP.
ATTACHMENT TO EXISTING MALL
BULKHEAD. REFER TO STRUCTURAL.
B-1
TENANT FINISH FLOOR
BOX BEAM. REFER TO STRUCTURAL, TYP.
3 5/8" 20 GA METAL STUD DIAGONAL BRACING
@ 48" O.C. REFER TO STRUCTURAL DRAWINGS
FOR MORE INFORMATION, TYP.
SF-1 ARMOURCOAT POLISH PLASTER FINISH SPATULATA
NATURAL WHITE P70 / P80 ON WALL BEYOND.
NEW STOREFRONT COLUMNS. REFER TO
STRUCTURAL, TYP.
2X 1/2" CEMENT BOARD OVER
2 1/2" 20 GA. METAL STUDS.
T.O. STOREFRONT
15' - 10"
T.O. STOREFRONT
15' - 10"
T.O. STUD
15'-4"
T.O. STUD
15'-4"
STOREFRONT SECTIONS
AND DETAILS
A302
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
22
2'-1"
9 STOREFRONT DETIAIL @ ENTRANCE
3/4" = 1'-0"
3'-0"
5 STOREFRONT DETIAIL
3/4" = 1'-0"
16'-0"
4
A303
6
1
/
2
"
2'-10"
3'-
2
"
3
A303
SIM.
3
A303
TENANT
6"
8"
3
A303
2'
-
5
"
1'-
3
"
2'
-
1
"
3'
-
4
"
11"
1
3
/
8
"
3'-0"
2'-11"
7 7/8"
2'
-
5
"
3'
-
4
"
4
A303
SIM.
1'-11"
11"
3'-0"
12
A303
90
°90°
117°
SECURITY GRILL AT
OPENING AS SPECIFIED.
LEASE LINE
SF-1 ARMOURCOAT POLISH
PLASTER FINISH SPATULATA
NATURAL WHITE P70 / P80.
LINE OF HEADER ABOVE.STRUCTURAL COLUMNS.
REFER TO STRUCTURAL, TYP.
SF-1 ARMOURCOAT POLISH PLASTER FINISH
SPATULATA NATURAL WHITE P70 / P80.
5/8" TYPE "X" GYP. OVER
3 5/8" 20 GA. METAL STUD, TYP.
STRUCTURAL COLUMN. REFER TO STRUCTURAL, TYP.
1/2" CLEAR
TEMPERED GLASS
LEASE LINE
1/2" CLEAR TEMPERED GLASS
BLOCKING AS REQUIRED, TYP.
LEASE LINE
FINISH SEAM TO BE AT
CENTER OF GLASS, TYP.
FINISHES ARE TO ALINE AND
BE AT CENTER OF GLASS.
1/2" CLEAR
TEMPERED GLASS
PT-1 OVER 5/8" TYPE "X" GYP. OVER
3 5/8" 20 GA. METAL STUD, REFER
TO STRUCTURAL, TYP.
BLOCKING AS REQUIRED
BLOCKING AS REQUIRED, TYP.
BLOCKING AS REQUIRED, TYP.
LEASE LINE
SF-1 ARMOURCOAT POLISH
PLASTER FINISH SPATULATA
NATURAL WHITE P70 / P80, TYP.
FINISHES ARE TO ALINE AND
BE AT CENTER OF GLASS.
1/2" CLEAR TEMPERED GLASS
5/8" TYPE "X" GYP. OVER
3 5/8" 20 GA. METAL STUD.
2x 1/2" CEMENT BOARD OVER
3 5/8" 20 GA. METAL STUDS.
REFER TO STRUCTURAL, TYP.
5/8" TYPE "X" GYP. OVER
2 1/2" 20 GA. METAL STUD.STRUCTURAL COLUMNS. REFER TO
STRUCTURAL, TYP.
PT-1 OVER 5/8" TYPE "X"
GYP. OVER 2 1/2" 20 GA.
METAL STUD.
SF-1 ARMOURCOAT POLISH
PLASTER FINISH SPATULATA
NATURAL WHITE P70 / P80.
LEASE LINE
FINISHES ARE TO ALINE AND
BE AT CENTER OF GLASS.
1/2" CLEAR TEMPERED GLASS
LINE OF SOFFIT
ABOVE
STRUCTURAL COLUMNS.
REFER TO STRUCTURAL, TYP.
EXISTING DEMISING WALL TO
REMAIN. PATCH AND REPAIR AS
NEEDED. FINISH MALL SIDE PT-6,
PER MALL REQUIREMENT FINISH.
EXISTING ADJACENT TENANT STOREFRONT TO REMAIN AS IS, N.I.S.
2x 1/2" CEMENT BOARD OVER
1 5/8" 20 GA. METAL STUDS.
2X 1/2" CEMENT BOARD OVER
3 5/8" 20 GA. METAL STUDS.
PT-1
PT-1
2X 1/2" CEMENT BOARD OVER
2 1/2" 20 GA. METAL STUDS.
BLOCKING AS REQUIRED, TYP.
SF-1
2X 1/2" CEMENT BOARD OVER
3 5/8" X 20 GA. METAL STUDS.
REFER TO STRUCTURAL, TYP.
2X 1/2" CEMENT BOARD OVER 3 5/8"
20 GA. METAL STUDS, TYP.
PT-1
PT-1 OVER 5/8"
TYPE "X" GYP.
STRUCTURAL COLUMNS.
REFER TO STRUCTURAL, TYP.
EXISTING DEMISING WALL TO REMAIN. PATCH
AND REPAIR AS NEEDED. FINISH MALL SIDE
PT-6, PER MALL REQUIREMENT FINISH.
LEASE LINE
LINE OF SOFFIT ABOVE
1/2" CLEAR
TEMPERED GLASS
SF-1 ARMOURCOAT POLISH
PLASTER FINISH SPATULATA
NATURAL WHITE P70 / P80.2X 1/2" CEMENT BOARD OVER 1 1/2" 20 GA. METAL STUDS.
BLOCKING AS REQUIRED
PT-1 OVER 5/8" TYPE "X" GYP. OVER
1 1/2" 20 GA. METAL STUD, TYP.
PT-1 OVER 5/8" TYPE "X" GYP.
PT-1
2X 1/2" CEMENT BOARD OVER
2 1/2" 20 GA. METAL STUDS.
1'
-
2
3
/
4
"
13 STOREFRONT DETIAIL
3/4" = 1'-0"
2'-11"
8"
3
A303
8"2'-3"
TYP.
TYP.
TYP.
TYP.
14 STOREFRONT DETIAIL
3/4" = 1'-0"
8"2"
6"
8"
11
A303
TYP.
PT-1 TYP.
8"
LINE OF SOFFIT ABOVE
LINE OF SOFFIT ABOVE
8"
8
"
TENANT
TENANT
TENANT
TENANTADJACENT
TENANT
ADJACENT
MALL
MALL
MALL
MALL
PT-1
TYP.
PT-1 TYP.
PT-1
TYP.
PT-1
TYP.
SF-1
TYP.
117°
STRUCTURAL COLUMNS. REFER TO STRUCTURAL, TYP.
11"
5"
2'-0"1'-8"
LINE OF SOFFIT ABOVE, TYP.
FILL THE GAP IN BETWEEN
GLAZING WITH CLEAR CAULK.
2 GRILL GUIDE BASE DETAIL
3" = 1'-0"
8 STOREFRONT GLAZING JOINT, TYP.
3" = 1'-0"
1/8"
1/8 2-12
1/8 2-12
3 5/8" x 1 1/4" x 18 GA.
CONTINUOUS METAL
TRACK FASTENED WITH
#10 SCREWS AT 12" O.C.
SIMPSON S/H2.5
CLIP EA. SIDE.
G.C. TO FILL ALL
HOLES WITH #10
SCREWS.
STRUCTURAL
SUPPORT POSTS.
SEE SPECIFIC
DETAILS.
3 5/8" x 1 1/4" x 18 GA.
CONTINUOUS METAL
TRACK FASTENED WITH
#10 SCREWS AT 12" O.C.
STOREFRONT
BEAM. REFER TO
CHART BELOW.
BOX BEAM DETAIL
N.T.S.
BOX BEAM SCHEDULE
KEY SPAN SIZE
B1 8'-0" - 11'-11"(2) 3-5/8"X1 5/8"X14 GA
(2) 6"X1 5/8"X18 GA
B2 12'-0" - 15'-11"(2) 8"X1 5/8"X18 GA
B3 16'-0" - 19'-11"(2) 10"X1 5/8"X16 GA
B4 20'-0" - 21'-11"(2) 12"X1 5/8"X14 GA
B5 22'-0" - 23'-11"(2) 12"X1 5/8"X12 GA
THIS DETAIL IS ONLY A DESIGN GUIDELINE AND SHALL BE
REVIEWED FOR ACTUAL BEAM SIZE FOR EACH PROJECT.
10
4 GRILL GUIDE DETAIL
3" = 1'-0"1 STOREFRONT BASE DETAIL
3" = 1'-0"3 STOREFRONT JAMB DETAIL @ GLAZING
6" = 1'-0"
6 STOREFRONT HEAD DETAIL @ GLAZING
3" = 1'-0"
1'
-
2
1
/
2
"
TENANT
7 STOREFRONT HEAD DETAIL @ ENTRY
3" = 1'-0"
EXISTING MALL FINISH. PATCH AND
REPAIR AS NEEDED PER PLANS.
SECURITY GRILLE LATCH MECHANISM.
FLOORING, FINISH
PER PLANS.
GRILLE GUIDES RECESSED INTO WALL.
INSTALL PER MANUFACTURE SPECS.
WHERE INDICATED IN PLANS.
ROLLING GRILLE
HOUSING
CENTERLINE OF ENTRY
GRILLE BEYOND
SEE STOREFRONT ELEVATION FOR
GLASS JOINT LOCATIONS.
1/2" CLEAR TEMPERED GLAZING
AS SPECIFIED IN ELEVATIONS.
STOREFRONT BASE BELOW,
REFER TO DETAIL 1/A302, TYP.
CLADDED BASE SHOE,
FINISH AS SPECIFIED, TYP.
HORIZONTAL STOREFRONT
MULLION SECTION.
1/4" HILTI KWK HUS EZ
AT 18" O.C.
1/2"CLEAR TEMPERED GLASS.
TENANT FLOORING
PER PLANS EXISTING MALL FINISH.
PATCH AND REPAIR AS
NEEDED PER PLANS.
SHIM AS REQUIRED.
LINE OF RECESSED HEADER
ABOVE, REFER TO SECTIONS.
LEASE LINE
5/8" TYPE "X" GYP. OVER 3 5/8" 20 GA. METAL
STUD, REFER TO STRUCT., TYP.
SF-1 ARMOURCOAT POLISH PLASTER FINISH
SPATULATA NATURAL WHITE P70 / P80.
BLOCKING AS REQUIRED, TYP.
SECURITY GRILLE GUARD. REFER TO
MANUFACTURE FOR INSTALL REQ., TYP.
OPENING FOR SECURITY GRILLE, TYP.
SECURITY GRILLE PER SPECIFICATIONS.
LEASE LINE
BASE BOARD, FINISH
PER PLANS.
CENTERLINE OF ENTRY GRILLE BEYOND.
GRILLE AS SPECIFIED.
FILL THE GAP IN BETWEEN
GLAZING WITH CLEAR CAULK.
BOX BEAM. REFER TO
STRUCTURAL DRAWINGS, TYP.
SF-1 ARMOURCOAT
POLISHED PLASTER FINISH
SPATULATA NATURAL WHITE
P70 / P80.
CLEAR TEMPERED GLASS.
GLAZING TOP CONNECTION
TO BE FULLY RECESSED AND
CONCEAL GLAZING, FINISH
TO MATCH STOREFRONT
SYSTEM, TYP.
TENANT BASE BOARD
PER PLANS
STRUCUTRAL COLUMNS.
REFER TO STRUCTURAL, TYP.
LEASE LINE
SF-1 ARMOURCOAT POLISH PLASTER FINISH
SPATULATA NATURAL WHITE P70 / P80.
STRUCTURAL COLUMN. REFER
TO STRUCTURAL, TYP.
FINISHES ARE TO ALINE AND
BE AT CENTER OF GLASS.
1/2" CLEAR TEMPERED GLASS
5/8" TYPE "X" GYP. OVER 3 5/8" 20 GA. METAL STUD, TYP.
BLOCKING AS REQUIRED, TYP.
PT-1
PT-1
PT-1 OVER 5/8" TYPE
"X" GYP., TYP.
LEASE LINE
PT-1 OVER 5/8" TYPE
"X" GYP. OVER 6" 20
GA. METAL STUD,
SECURITY GRILLE GUARD.
REFER TO ELEV. AND MFR.
FOR INSTALL REQ., TYP.
SF-1 ARMOURCOAT POLISHED
PLASTER FINISH SPATULATA
NATURAL WHITE P70 / P80.
LINE OF HEADER ABOVE,
REFER TO SECTIONS.
CORNER GUARDS, TYP.
6" 20 GA. METAL STUD
OVER FINISH SPECIFIED.
BLOCKING AS
REQUIRED, TYP.
SF-1 ARMOURCOAT POLISHED
PLASTER FINISH SPATULATA
NATURAL WHITE P70 / P80.6" 20 GA. METAL STUD.
2 1/2" 20 GA. MTL. STUD.
2x 1/2" CEMENT BOARD
OVER 3 5/8" 20 GA. METAL
STUDS @ 16" O.C., TYP.
6" 20 GA. METAL STUD.
2 1/2" 20 GA. MTL. STUD.
2x 1/2" CEMENT BOARD OVER 3 5/8"
20 GA. METAL STUDS @ 16" O.C., TYP.
BOX BEAM. REFER TO
STRUCTURAL, TYP.
2X 1/2" CEMENT BOARD OVER 3 5/8" 20 GA.
METAL STUDS. REFER TO STRUCTURAL, TYP.
2X 1/2" CEMENT BOARD OVER 3 5/8" 20 GA. METAL STUDS, TYP.
11 STOREFRONT JAMB DETAIL @ GLAZING
3" = 1'-0"12 STOREFRONT JAMB DETAIL @ GLAZING
3" = 1'-0"
1
3
/
8
"
1'
-
3
"
2 1/2"
3/
4
"
3/
4
"
7
1
/
8
"
℄
TENANT TENANT TENANTMALL MALL
MALL
MALL
TENANT
MALLTENANT
TENANT
MALL
6" RECESS GYP.
INTO SOFFIT
TENANT
MALL
STRUCTURAL COLUMN. REFER TO STRUCTURAL, TYP.
FINISHES ARE TO ALINE AND
BE AT CENTER OF GLASS.
1/2" CLEAR TEMPERED GLASS.
5/8" TYPE "X" GYP.
OVER 3 5/8" 20 GA.
METAL STUD, TYP.
BLOCKING AS REQ.
PT-1
5/8" TYPE "X" GYP. OVER 2 1/2"
20 GA. METAL STUD, TYP.
5/8" TYPE "X" GYP. OVER 3 5/8" 20 GA. METAL STUD.
LEASE LINE.
LINE OF SOFFIT
ABOVE.
5/8" TYPE "X" GYP. OVER 2 1/2" 20 GA. METAL STUD.
BLOCKING AS REQIRED.
SF-1 ARMOURCOAT POLISHED
PLASTER FINISH SPATULATA
NATURAL WHITE P70 / P80.
8"
1/2" CLEAR TEMPERED GLASS
SF-1 ARMOURCOAT POLISH PLASTER FINISH
SPATULATA NATURAL WHITE P70 / P80.
2X 1/2" CEMENT BOARD OVER 1 1/2" 20 GA. METAL STUDS.
STRUCTURAL COLUMNS. REFER TO STRUCTURAL, TYP.
PT-1 OVER 5/8" TYPE "X" GYP. OVER
1 1/2" 20 GA. METAL STUD, TYP.
EXISTING DEMISING WALL TO REMAIN. REFER TO DRAWINGS.
LINE OF SOFFIT ABOVE.
LEASE LINE
BLOCKING AS REQUIRED.
PT-1 OVER 5/8" TYPE "X" GYP., TYP.
1/8"
FILL THE GAP IN BETWEEN
GLAZING WITH CLEAR CAULK.
FILL THE GAP IN BETWEEN
GLAZING WITH CLEAR CAULK.
FILL THE GAP IN BETWEEN
GLAZING WITH CLEAR CAULK.
8
"
STOREFRONT DETAILS
A303
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
A
D
C
B
1 ENLARGED MEN'S TOILET ROOM PLAN
1/2" = 1'-0"
ADA TRAP GUARD
B MOUNTING HEIGHTSACLEAR FLOOR SPACE
MIRROR
5 LAVATORY DETAIL
1/2" = 1'-0"
PAPER TOWEL
DISPENSER
TOILET PAPER DISPENSER
AND SANITARY NAPKIN
RECEPTACLE
SEAT COVER
DISPENSER
WALL MOUNTED
LAVATORY
WATER
CLOSET
6 TYPICAL MOUNTING HEIGHTS
1/2" = 1'-0"
7
-
AUTOMATIC
HAND DRYER
TOILET TISSUE
DISPENSER
COAT HOOK /
PURSE HOOK
MIRROR
(3) 14 X 2-1/2" TYPE 304
STAINLESS STEEL PHILLIPS
ROUND-HEAD, SHEET
METAL SCREWS
20 GA. TRACK
SECURED TO STUDS
7 GRAB BAR DETAIL
1/2" = 1'-0"
1-1/2" DIA. STAINLESS
STEEL GRAB BAR
PARTITION AS
SPECIFIED
ACCESSIBLE SIGNAGE
ADA SIGN DESCRIPTION MODEL#SIGNAGE
WINDOW / COUNTER DECAL SYMBOL OF ACCESSIBILITY - SIZE: 6" X 6"ADA-1006
"EXIT" - SIZE: 6" X 6"; W/ ADA/CBC BRAILLE ADA-1242
"EXIT ROUTE" - SIZE: 6" X 6"; W/ ADA/CBC BRAILLE ADA-1243
WHEELCHAIR ACCESSIBLE ENTRANCE -
SIZE: 6" X 8"ADA-1070
"ALL GENDER" WHEELCHAIR ACCESSIBLE RESTROOM - WALL - SIZE: 8" X 8"ADA-1026
"ALL GENDER" ACCESSIBLE RESTROOM - TACTILE BRAILLE - WALL - 8" X 9"ADA-1245
"ALL GENDER" WHEELCHAIR ACCESSIBLE RESTROOM - DOOR - 12"
TRIANGLE / CIRCLE T24-1003
"ALL GENDER" WHEELCHAIR ACCESSIBLE RESTROOM - DOOR - 12' X 12"ADA-1251
G.C IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL ACCESSIBLE SIGNAGE. SIGNAGE TO BE ADA WHITE ON
BLUE AVAILABLE FROM WWW.ADASIGNDEPOT.COM
*NOT ALL USED AT THIS LOCATION
ALL GENDERRESTROOM
EXITROUTE
ALL GENDERRESTROOM
EXIT
RESTROOM
ENTRANCE
5'-0"
TURNING DIA.
2 MEN'S TOILET ROOM ELEVATIONS
1/2" = 1'-0"
A
1.DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER
FLOW SHALL NOT BE USED.
2.INTERIOR SURFACES - TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD,
NON-ABSORBENT SURFACE, SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE, OR
OTHER APPROVED MATERIALS WHICH EXTEND UPWARD ONTO THE WALLS AT LEAST 5".
3.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS.
4.PROVIDE BLOCKING AT ALL WALL MOUNTED FIXTURES AND ACCESSORIES.
5.ALL EXISTNG FIXTURES TO REMAIN AND CONFIRM TO BE ADA COMPLIANCE.
GENERAL NOTES
B.O. CEILING
9'-0"
T.O. FLOOR
0'-0"
4 WOMEN'S TOILET ROOM ELEVATIONS
1/2" = 1'-0"3 ENLARGED WOMEN'S TOILET ROOM PLAN
1/2" = 1'-0"
B.O. CEILING
9'-0"
T.O. FLOOR
0'-0"
B C D
A B C D
B-3
FRP-1 PT-1
FRP-1PT-1
B-3
MIRROR
B-3
FRP-1PT-1
B-3
FRP-1PT-1
B-3
FRP-1PT-1
B-3
B-3
SEAT COVER DISPENSER
SEAT COVER DISPENSER
MIRROR
FRP-1 PT-1FRP-1PT-1
B-3
FRP-1 PT-1
ACCESSIBILITY
SIGNAGE. SEE
DETAIL 4 / G002
4
A
D
C
B
5'-0"
TURNING DIA.
ACCESSIBILITY
SIGNAGE. SEE
DETAIL 4 / G002
30
"
M
I
N
.
CL
E
A
R
FL
O
O
R
S
P
A
C
E
48" MIN.
CLEAR FLOOR SPACE
1'-
3
"
M
I
N
.
9"
M
I
N
.
27
"
M
I
N
.
29
"
M
I
N
.
34
"
M
A
X
.
40
"
M
A
X
.
TO
R
E
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
11" MIN.
KNEE CLEARANCE
6" MAX.
TOE CLEARANCE
40
"
M
A
X
HI
G
H
E
S
T
O
P
E
R
A
B
L
E
PA
R
T
O
F
A
C
C
E
S
S
O
R
Y
15
"
M
I
N
.
48
"
M
A
X
.
40
"
M
I
N
.
TO
P
O
F
D
I
S
P
E
N
S
E
R
2'
-
6
"
40
"
M
A
X
.
TO
T
O
P
O
F
T
H
E
H
O
O
K
2'
-
9
"
TO
T
O
P
O
F
B
A
R
3'
-
3
"
1'
-
6
"
74
"
M
I
N
.
40
"
M
A
X
T
O
RE
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
34
"
M
A
X
.
TO
T
O
P
O
F
L
A
V
A
T
O
R
Y
17
"
M
I
N
.
1
9
"
M
A
X
.
TO
T
O
P
O
F
S
E
A
T
40
"
M
A
X
TO
D
I
S
P
E
N
S
I
N
G
AR
E
A
7'
-
1
1
"
8'-0"
1'-0"
MIN.
5'
-
0
"
C
L
E
A
R
A
N
C
E
M
I
N
.
9"
M
I
N
.
34
"
M
A
X
.
27
"
M
I
N
.
54" MIN.
12"
MAX
42" MIN.
8" MIN.
2'-
6
"
(3
0
"
C
L
R
.
M
I
N
.
)
1'
-
6
"
(1
8
"
M
I
N
.
)
4'-8"
(56" MIN.)
3'-6"
(42" MIN.)
3'
-
0
"
M
I
N
.
3'-4"
(32" MIN. CLEARANCE)
1'
-
6
"
(1
8
"
M
I
N
.
)
24" MIN.
4'-
1
0
"
TO
F
R
P
40
"
M
A
X
TO
D
I
S
P
E
N
S
I
N
G
AR
E
A
11" MIN
CLEAR
6" MAX
CLEAR
36" MIN.
12"
MIN.
24" MIN.
1
1 2"
M
I
N
.
3'-6"
40
"
M
A
X
54" MIN.
12"
MAX
24" MIN.
42" MIN.
7"-9"
19
"
M
I
N
.
TO
O
P
E
N
I
N
G
4'-
1
0
"
TO
F
R
P
4'-
1
0
"
TO
F
R
P
40
"
M
A
X
TO
D
I
S
P
E
N
S
I
N
G
AR
E
A
11" MIN
CLEAR
6" MAX
CLEAR
54" MIN.
12"
MAX
24" MIN.
42" MIN.
7"-9"
19
"
M
I
N
.
TO
O
P
E
N
I
N
G
36" MIN.
12"
MIN.
24" MIN.
1
12"
M
I
N
.
3'-6"
40
"
M
A
X
24" MIN.
1'-0"
CLEAR
7'
-
1
1
"
8'-0"
1'-0"
MIN.
5'
-
0
"
C
L
E
A
R
A
N
C
E
M
I
N
.
2'
-
6
"
(3
0
"
C
L
R
.
M
I
N
.
)
1'
-
6
"
(1
8
"
M
I
N
.
)
4'-8"
(56" MIN.)
3'-6"
(42" MIN.)
3'
-
0
"
M
I
N
.
3'-4"
(32" MIN. CLEARANCE)
1'
-
6
"
(1
8
"
M
I
N
.
)
1'-0"
CLEAR
3'-4"
3'-4 1/8"
6 7/8"
MIN.
TOILET
LAVATORY
5
A561
5
A561
TYP.
TYP.
ENLARGED UNISEX TOILET
ROOM
A401
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
1 ENLARGED HALLWAY & STOCKROOM PLAN
1/2" = 1'-0"
MW
FRIDGE
DSL
LOCKERS
HA
R
D
W
A
R
E
B
I
N
24x48
24x48
LA
D
D
E
R
S
TRANSFORMER
BA
R
B
I
N
PR
O
C
E
S
S
I
N
G
D
E
S
K
+4
2
"
A
.
F
.
F
.
24x48
24x48
24x48
24x48
24x48
24x48
EXISTING EXIT
DOORS
3'
-
0
"
EQEQ
HI LO
12"
MIN.
1
CL CL CL
18"
MIN.
STOCK ROOM
5
6
8 9 111220
14
15
15
4
11 STDS @ 24" O.C. + 1 STD = 20'-0 1/4"7"7"
7"
10
4
4
4
4
EQ 3'-6"3'-6"EQ
2 2 2
A 44" CLEAR BUILD AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS FOR EGRESS.
TENANT G.C. SHALL REPAIR OR REPLACE ALL DAMAGED FIRE-PROOFING WHEN APPLICABLE
EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE FOOTCANDLE (MINIMUM) AT FLOOR
LEVEL, THROUGHOUT EGRESS PATH.
EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AREAS WITH AN OCCUPANT LOAD OF 10 OR
MORE PERSONS.
DOORS OPENING INTO ONE-HOUR FIRE-RESISTIVE EXIT HALLWAY SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP
FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING
EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS
WITH 90 MINUTE BATTERY BACK-UP. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. IN
THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY
SYSTEM.
EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE
OR EFFORT.
ALL DIMENSIONS ON PLANS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS NOTED
OTHERWISE.
STOCKROOM NOTES
KEYED NOTES
NOTES
1 WALL MOUNTED HANDICAP ACCESSIBLE DRINKING FOUNTAIN. REFER TO SHEET G002.
2 BULLETIN BOARDS (3) - 36"W. X 48"H., BOTTOM OF BOARD TO BE MOUNTED @ 48" A.F.F. -
COORDINATE LOCATIONS WITH STORE OPERATIONS
3 HALLWAY FRP WALL PANELS. SEE DETAIL 5/A561
4 METAL CORNER GUARDS - SEE DETAIL 6/A522. INSTALL ON COLUMNS AND ALL OUTSIDE CORNERS
IN HALLWAY AND STOCK ROOM (SUPPLIED AND INSTALLED BY TENANT G.C.)
5 2A10BC FIRE EXTINGUISHER BY TENANT G.C. - TENANT G.C. TO COORDINATE EXACT LOCATIONS
AND QUANTITIES WITH FIRE MARSHALL
6 BAR BIN, SEE DETAIL 7/A523
7 HARDWARE BIN, SEE DETAIL 8/A523
8 MANAGER'S SAFE. TENANT G.C. TO BOLT TO FLOOR, FACE OUTWARDS
9 MANAGER'S DESK WITH HEAVY DUTY STANDARDS AND SHELVES ABOVE
10 MANAGER'S FILE CABINET
11 CERTIFICATE OF OCCUPANCY FRAME. SEE ELEVATIONS
12 SHELF MOUNTED SOUND EQUIPMENT
13 LOCATION OF DSL RACK AND PHONE BOARD ON PLYWOOD BACKER
14 HEAVY DUTY SHELVING ON HEAVY DUTY SURFACE MOUNTED STANDARDS. STANDARDS @ 24" O.C.
TYPICAL
15 STEP LADDER MOUNTED TO ROLLING SHELVING UNIT (2) LOCATIONS. MOUNTING HARDWARE
SUPPLIED BY TENANT, INSTALLED BY TENANT'S G.C..
16 ROLLING SHELVING UNIT. TENANT G.C. TO FLASH SKIM NEW OR EXISTING CONCRETE SLAB TO A
MAXIMUM TOLERANCE OF 1/8" IN 10'-0" AT STORAGE
17 PROCESSING DESK WITH HEAVY DUTY STANDARDS AND SHELVES ABOVE. MIN 42" A.F.F.
18 EXISTING TRANSFORMER TO REMAIN.
19 LOCATION OF MOP SINK.
20 ELECTRICAL PANELS - SEE ELECTRICAL PLANS
##
HALLWAY
3
T
R
A
C
K
S
A
T
9
'
-
9
"
8
S
T
D
S
@
2
4
"
O
.
C
.
+
1
S
T
D
=
1
4
'
-
5
"
7"
12
"
MI
N
.
18
"
MI
N
.
18
"
MI
N
.
14
14
2'
-
0
"
4"
18
3
7
HALLWAY
3
16
19
17
8
S
T
D
S
@
2
4
"
O
.
C
.
+
1
S
T
D
=
1
0
'
-
0
"
5
S
T
D
S
@
2
4
"
O
.
C
.
+
1
S
T
D
=
1
2
'
-
0
"
3'
-
0
"
1'
-
0
"
1'
-
0
"
5'-3"3'-4"10"
9'-5"
7'
-
6
"
4'
-
6
"
CL
R
.
3'
-
8
"
CL
R
.
3'-7 3/8"
CLR.
5'-6 3/4"
3'-0"
3'-4 1/8"2'-10 3/8"
3'
-
3
1
/
2
"
3
A523
3
A523
5
A523
2
A523
1
A523
4
A523
8
A523
7
A523
13
7"
7"
7"
7"
3'
-
1
1
1
/
4
"
ENLARGED HALLWAY &
STOCKROOM
A402
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
45°
15
'
-
0
"
M
A
X
.
8'-
0
"
M
A
X
.
20
'
-
0
"
M
A
X
.
T
O
T
A
L
S
P
A
N
3" X 3" X 3" ANGLE (20 GA.
MIN.), FASTENED TO TRACK
AND BRACE PER DETAIL 'B'
20 GA. MIN. TRACK
(PER ES REPORT
ESR-1042)
METAL STUDS, CUT
1/2" SHORT FOR 1/2"
DEFLECTION
AT SINGLE BRACE - FASTEN
ANGLE TO BRACE WITH (3)
NO. 8 SCREWS.
AT DOUBLE BRACE -
FASTEN DOUBLE BRACE TO
BOTH ANGLES WITH (6) NO.
8 SCREWS THROUGH
BRACE AND BOTH ANGLES
AT SINGLE BRACE - FASTEN
ANGLE TO TRACK WITH (4)
NO. 8 SCREWS
AT DOUBLE BRACE - FASTEN
(2) ANGLES TO TRACK WITH
(4) NO. 8 SCREWS AT EACH
ANGLE
FINISH MATERIALS VARY
(MAX. WEIGHT EQUAL TO (2)
LAYERS GYP. BD. EACH SIDE
PLUS APPLIED FINISHES)
FOR WALLS TO 10'-0" - BRACE WITH 362S137-33 AT 48" O.C. MAX. ALTERNATE
DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE.
FOR WALLS TO 15'-0" - BRACE WITH DOUBLED 362S137-33 AT 48" O.C. MAX.
ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL. FASTEN
DOUBLED STUDS TOGETHER WITH NO. 8 SCREWS AT 24" O.C. MAX.
45°
15
'
-
0
"
M
A
X
.
8'-
0
"
M
A
X
.
20
'
-
0
"
M
A
X
.
T
O
T
A
L
S
P
A
N
TOP OF WALL BRACING DETAIL
3" = 1'-0"
3" X 3" X 3" ANGLE (20 GA.
MIN.), FASTENED TO TRACK
AND BRACE PER DETAIL 'B'
20 GA. MIN. TRACK
(PER ES REPORT
ESR-1042)
METAL STUDS, CUT
1/2" SHORT FOR 1/2"
DEFLECTION
AT SINGLE BRACE - FASTEN
ANGLE TO BRACE WITH (3)
NO. 8 SCREWS.
AT DOUBLE BRACE -
FASTEN DOUBLE BRACE TO
BOTH ANGLES WITH (6) NO.
8 SCREWS THROUGH
BRACE AND BOTH ANGLES
AT SINGLE BRACE - FASTEN
ANGLE TO TRACK WITH (4)
NO. 8 SCREWS
AT DOUBLE BRACE - FASTEN
(2) ANGLES TO TRACK WITH
(4) NO. 8 SCREWS AT EACH
ANGLE
A SECTION ACROSS PARTITION B SECTION ACROSS BRACING
B
A
3
-
SIM.
FINISH MATERIALS VARY
(MAX. WEIGHT EQUAL TO (2)
LAYERS GYP. BD. EACH SIDE
PLUS APPLIED FINISHES)
FOR WALLS TO 10'-0" - BRACE WITH 362S137-33 AT 48" O.C. MAX. ALTERNATE
DIRECTION OF BRACES ALONG LENGTH OF WALL WHERE POSSIBLE.
FOR WALLS TO 15'-0" - BRACE WITH DOUBLED 362S137-33 AT 48" O.C. MAX.
ALTERNATE DIRECTION OF BRACES ALONG LENGTH OF WALL. FASTEN
DOUBLED STUDS TOGETHER WITH NO. 8 SCREWS AT 24" O.C. MAX.
4
FASTENERS:
AT PLYWOOD FLOOR (MIN. 3/4" CDX):
PROVIDE (2) NO. 8 X 3/4" WOOD SCREWS AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD.
EACH SIDE, 16" O.C. MAX. STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE.
AT CIP CONCRETE FLOOR:
PROVIDE HILTI X-DNI .145"Ø X 1" EMBED (POWDER-ACTUATED FASTENERS PER ES REPORT
ESR-1663) AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX.
STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE.
AT POST-TENSIONED CONCRETE FLOOR:
PROVIDE HILTI X-DNI .145Ø X 3/4" EMBED (POWER-ACTUATED FASTENERS PER ES REPORT
ESR-1663) AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX.
STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE.
PARTITION FLOOR CONNECTION
3" = 1'-0"
CONT 20 GA BOTTOM TRACK
WITH HILTI' X-U SHOT PIN
WITH 1 1/4" EMBEDMENT AT
BOTTOM TRACK TO SECURE
TRACK TO CONCRETE SLAB
AT 24" O.C. (ICC ESR 2269)
(INSTALL PER METAL
FRAMING MANUFACTURER'S
INSTALLATION MANUAL)
#10 SCREW CONNECTION
AT EACH STUD20 GA. MIN. TRACK
AT ALL ACOUSTICAL
PARTITIONS (PARTITIONS
CONTAINING ACOUSTICAL
INSULATION), APPLY A
FILLET OF ACOUSTICAL
SEALANT AT BOTTOM
CORNER OF TRACK, EACH
SIDE, PRIOR TO
APPLICATION OF GYP. BD.
5
1"
2 ATTACHMENT TO STRUCTURE
3" = 1'-0"
METAL STUDS FRAMING
PER SECTIONS.
LONG LEG RUNNER TRACK
W/ 2" MIN. VERT. SLOTTED
HOLES ATTACHED TO
STRUCTURE.
3 5/8" X 20 GA. 'C' CHANNEL
TRACK ATTACHED TO STUDS,
FLOATING 1" BELOW TOP
CORD IN DEEP 'C' CHANNEL.
#12-24 TEK SCREWS @ EACH STUD.
EXISTING ROOF FRAMING
TO REMAIN. PREPARE
SURFACES FOR FINISHES, TYP.
DO NOT FASTEN TO ROOF / FLOOR
DECK ABOVE. FASTEN TO THE TOP
CORD OF THE BAR JOIST ONLY.
REFER TO STRUCTURAL DETAIL
112/S3.1 FOR MORE INFORMATION,
TYP.
NEW STOREFRONT SOFFIT.
5/8" TYPE "X" GYP. BD.
OVER 3 58" X 20 GA. METAL
STUDS AT 16" O.C., TYP.
EXISTING DECK/ ROOF TO REMAIN.
(2) 3/8" HARDENED STEEL
"U" BOLTS @ EACH CONN.
EXISTING
DECK ABOVE
1/4" STEEL PLATE @
EACH CONNECTION
EXISTING BAR
JOIST (VERIFY
CONDITION)
20 GA DEEP LEG TRACK WITH 2"
FLANGE. (DEPTH TO MATCH
VERTICAL STUD DEPTH) ATTACH
TO STRUCTURE WITH (2) 0.205" DIA.
PAF OR (2) #12-24 TEK SCREWS
@16" O.C.
METAL STUDS AS SPECIFIED
P1000 UNISTRUT @ 6'-0"
O.C. ATTACH TO TOP
CHORD OF EXISTING BAR
JOIST (VERIFY CONDITION)
STANDARD TRACK WITH (1)
#8 WAFERHEAD SCREW IN
EACH FLANGE OF EACH
VERTICAL STD\UD
3/4"
MAX
3/4"
MAX
3/
4
"
DE
F
L
.
GA
P
ATTACHMENT TO STRUCTURE
3" = 1'-0"
PROVIDE SINGLE HEAD
TRACK AT SOFFIT
CONDITIONS, AND PROVIDE
DEEP LEG SLIP TRACK WITH
1/2" GAP AT FULL HEIGHT
WALLS TO STRUCTURE
3
1 PARTITION TYPES
1 1/2" = 1'-0"
NEW FULL HEIGHT WALL WITH GYP. BOARD ON BOTH SIDES:
3-5/8" 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X"
GYPSUM BOARD EACH SIDE TO BOTTOM OF DECK.
B
5
A501
3 5/8" 20 GA. METAL STUD @
16" O.C. WITH 5/8" TYPE "X"
GYP. BOARD EACH SIDE.
NEW BASE ON TENANT
SIDE (ONLY WHERE
OCCURS AS SPECIFIED).
NEW FURRED WALL:
-NEW FULL HEIGHT WALL FURRING
-MAINTAIN INTEGRITY AND FIRE RATINGS OF EXISTING
WALL.
-FURRING = 3 5/8" METAL STUDS @ 24" O.C.
-G.C. REFER TO SHEET A141 FOR STUD LAYOUT.
3 5/8" 20 GA. METAL STUDS
@ 24" O.C. WITH 5/8" TYPE
"X" GYP. BD. ON ONE SIDE
A A1
5/8" TYPE "X"
GYPSUM BOARD TO
BOTTOM OF DECK
NEW WALL WITH GYPSUM BOARD ON BOTH SIDES:
3 5/8" 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP.
BD. TO 6" ABOVE CEILING ON ONE SIDE TO BOTTOM OF DECK.
B1
5
A501
CEILING AS SPECIFIED. SEE
RCP FOR CEILING HEIGHTS.
BOTTOM OF EXISTING JOIST
5/8" TYPE "X" GYP. BD. TO
BOTTOM OF DECK
NEW WALL WITH GYPSUM BOARD ON BOTH SIDES:
3 5/8" 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X"
GYP. BD. EACH SIDE TO 6" ABOVE CEILING.
B2
5
A501
6"
5/8" GYP. BD. FULL HEIGHT TO
BOTTOM OF DECK ON THIS SIDE
NEW WALL WITH GYPSUM BOARD ON BOTH SIDES:
6" 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE
"X" GYP. BD. EA SIDE TO 6" ABOVE CEILING
B3
5
A501
6"
NEW WALL WITH GYPSUM BOARD ON BOTH SIDES:
3 5/8" 20 GA. METAL STUDS @ 16" O.C. WITH 5/8"
TYPE "X" GYP. BD. EACH SIDE AND TOP OF WALL
C
5
A501
8'
-
0
"
NEW PARTIAL HEIGHT WALL WITH GYP. BD. ON BOTH SIDES:
3 5/8" 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X"
GYP. BD. EACH SIDE AND TOP OF WALL
C1
5
A501
5'
-
0
"
NEW FULL HEIGHT WALL WITH GYP. BD. ON ONE SIDE:
6" 20 GA. METAL STUDS @ 16" O.C. FIRE RATED 5/8"
TYPE "X" GYP. BD.
D
5
A501
6" 20 GA. METAL STUDS @
16" O.C. WITH 5/8" TYPE "X"
GYP. BD. TENANT SIDE ONLY
5/8" TYPE "X" GYP. BD. TO
BOTTOM OF DECK
TENANT SIDE ADJACENT TENANT SIDE
FINISH BY ADJACENT TENANT
NEW WALL WITH GYPSUM BOARD ON BOTH SIDES:
6" 20 GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD.
ON ONE SIDE AND 3/4" CEMENT BOARD ON THE MALL SIDE.
E
5
A501
TENANT SIDE MALL SIDE
NEW BOTTOM TRACK.
REFER TO DETAIL 5/A502.
3
A501
SIM.
3
A501
SIM.
3
A501
SIM.
3
A501
SIM.
3
A501
SIM.
3
A501
SIM.
3
A501
SIM.
NEW BASE ON BOTH SIDES
(ONLY WHERE OCCURS AS
SPECIFIED).
NEW BOTTOM TRACK. REFER
TO DETAIL 5/A502.
EXISTING DEMISING
WALL OR EXTERIOR
WALL TO REMAIN (V.I.F.)
3 5/8" 20 GA. METAL STUDS @ 16"
O.C. WITH 5/8" TYPE "X" GYP. BD.
ON ONE SIDE TO 6" ABOVE CEILING.
CEILING AS SPECIFIED
6"
NEW BASE ON BOTH SIDES
(ONLY WHERE OCCURS AS
SPECIFIED).
NEW BOTTOM TRACK. REFER
TO DETAIL 5/A502.
NEW BASE ON BOTH SIDES
(ONLY WHERE OCCURS AS
SPECIFIED).
NEW BOTTOM TRACK. REFER
TO DETAIL 5/A502.
NEW BASE ON BOTH SIDES
(ONLY WHERE OCCURS AS
SPECIFIED).
NEW BOTTOM TRACK. REFER
TO DETAIL 5/A502.
CEILING AS SPECIFIED CEILING AS SPECIFIED
CEILING AS SPECIFIED. SEE
RCP FOR CEILING HEIGHTS.
CEILING AS SPECIFIED. SEE
RCP FOR CEILING HEIGHTS.
3 5/8" 20 GA. METAL STUDS @ 16"
O.C. WITH 5/8" TYPE "X" GYP. BD.
ON ONE SIDE TO 6" ABOVE CEILING.
3 5/8" 20 GA. METAL STUDS @ 16"
O.C. WITH 5/8" TYPE "X" GYP. BD.
ON ONE SIDE TO 6" ABOVE CEILING.
6"6"
NEW BASE ON BOTH SIDES
(ONLY WHERE OCCURS AS
SPECIFIED).
NEW BOTTOM TRACK. REFER
TO DETAIL 5/A502.
NEW BASE ON BOTH SIDES
(ONLY WHERE OCCURS AS
SPECIFIED).
NEW BOTTOM TRACK. REFER
TO DETAIL 5/A502.
NEW BASE ON TENANTSIDE (ONLY WHEREOCCURS AS SPECIFIED).
NEW BOTTOM TRACK. REFER
TO DETAIL 5/A502.
NEW BOTTOM TRACK. REFER
TO DETAIL 5/A502.
3 5/8" 20 GA. METAL STUDS @ 16"
O.C. WITH 5/8" TYPE "X" GYP. BD.
3 5/8" 20 GA. METAL STUD CAP
WITH 5/8" TYP "X" GYP. BOARD
FRP FINISH ON BOTH SIDES
FINISH AS SPECIFIED,
REFER TO PLANS
NEW BASE ON TENANTSIDE (ONLY WHEREOCCURS AS SPECIFIED).
FINISH AS SPECIFIED
FINISH AS SPECIFIED,
REFER TO PLANS
5/8" TYPE "X" GYP. BD. TO
BOTTOM OF DECK
6" 20 GA. METAL STUDS @
16" O.C. WITH 5/8" TYPE "X"
GYP. BD. TENANT SIDE ONLY
CEMENTITIOUS BOARD
3 5/8" 20 GA. METAL STUDS @ 16"
O.C. WITH 5/8" TYPE "X" GYP. BD.
3 5/8" 20 GA. METAL STUD CAP
WITH 5/8" TYP "X" GYP. BOARD
NEW BASE ON TENANT
SIDE (ONLY WHERE
OCCURS AS SPECIFIED).
NEW FURRED WALL:
-NEW FULL HEIGHT WALL FURRING
-MAINTAIN INTEGRITY AND FIRE RATINGS OF EXISTING
WALL.
-FURRING = 2 1/2" METAL STUDS @ 16" O.C.
-G.C. REFER TO SHEET A141 FOR STUD LAYOUT.
2 1/2" 20 GA. METAL
STUDS @ 16" O.C. WITH
5/8" TYPE "X" GYP. BD.
ON ONE SIDE
5/8" TYPE "X"
GYPSUM BOARD TO
BOTTOM OF DECK
NEW BOTTOM TRACK.
REFER TO DETAIL 5/A502.
3
A501
SIM.
EXISTING DEMISING
WALL OR EXTERIOR
WALL TO REMAIN(V.I.F.)
B.O. (E) DECK B.O. (E) DECK B.O. (E) DECK B.O. (E) DECK B.O. (E) DECK B.O. (E) DECK B.O. (E) DECKB.O. (E) DECK
6 ATTACHMENT TO STRUCTURE
1 1/2" = 1'-0"
(3) #10 TEK SCREWS.
EA. CONN.
CHANNEL
NUT
BEAM CLAMP
UNISTRUT P5000 HS @ 6'-0" O.C. AFFIX
TO TOP CHORD OF TRUSS W/ UNISTRUT
BEAM CLAMPS AT EACH END.
EXISTING ROOF DECK VERIFY
EXACT CONDITION IN FIELD.
3-5/8" X 20 GA. MET. STUD
SECTION ATTACHED TO
UNISTRUT WITH (3) #10
SCREWS
3 5/8" X 20 GA. METAL STUD BRACING
@ 48" O.C. CLIP AND BEND
EXISTING TRUSS BEYOND.
VERIFY EXACT CONDITIONS.
PARTITION DETAILS
A501
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/25/23
07/24/23 BUILDING COMMENTS
3
6'
-
6
"
18
"
5'-
0
"
18
"
18
"
1'
-
0
"
10
'
-
0
"
S
U
R
F
A
C
E
M
O
U
N
T
E
D
W
A
L
L
S
T
A
N
D
A
R
D
1'
-
0
"
10
'
-
0
"
S
U
R
F
A
C
E
M
O
U
N
T
E
D
W
A
L
L
S
T
A
N
D
A
R
D
HARDWARE BIN INSTALLED BY
TENANT G.C. SEE DETAIL
8/A551. (SCREW TO BLOCKING)
1" X 4" FIRE TREATED POPLAR
BLOCKING INSTALLED
HORIZONTALLY BEHIND ALL
WALL STANDARDS @ 24" O.C.
(SECURE TO WALL STUDS)
3/4" X 16" DEEP WHITE MELAMINE
SHELVING ON HEAVY DUTY
SHELF BRACKETS.
10'-0" HEAVY DUTY WALL
STANDARDS @ 48" O.C. MAX.
CUT TO LENGTH AS REQUIRED.
1'
-
6
"
1'
-
6
"
BAR BIN INSTALLED BY
TENANT G.C. SEE DETAIL
7/A553 (SCREW TO
BLOCKING)
10'-0" HEAVY DUTY
WALL STANDARDS @
48" O.C. MAX. CUT TO
LENGTH AS REQUIRED.
3/4" X 16" DEEP WHITE
MELAMINE SHELVING ON
HEAVY DUTY SHELF
BRACKETS.
1" X 4" FIRE TREATED POPLAR
BLOCKING INSTALLED
HORIZONTALLY BEHIND ALL
WALL STANDARDS @ 24" O.C.
(SECURE TO WALL STUDS)
1'-
6
"
1'-
6
"
REFER TO RCP
FOR CEILING
1 STOCK RM. SHELVING SECT. AT HARDWARE BIN
3/4" = 1'-0"2 STOCK ROOM SHELVING SECTION AT BAR BIN
3/4" = 1'-0"
REFER TO RCP
FOR CEILING
10
'
-
0
"
S
U
R
F
A
C
E
M
O
U
N
T
E
D
W
A
L
L
S
T
A
N
D
A
R
D
1'
-
0
"
1'
-
2
"
2'
-
0
"
2'
-
0
"
2'
-
0
"
1'
-
8
"
2'-
0
"
1" X 4" FIRE TREATED POPLAR
BLOCKING INSTALLED HORIZONTALLY
BEHIND ALL WALL STANDARDS @ 24"
O.C. (SECURE TO WALL STUDS)
10'-0" HEAVY DUTY WALL
STANDARDS @ 48" O.C. MAX. CUT
TO LENGTH AS REQUIRED.
5'-
0
"
2'-
8
"
3'
-
9
1
/
8
"
8'
-
0
"
S
U
R
F
A
C
E
M
O
U
N
T
E
D
W
A
L
L
S
T
A
N
D
A
R
D
3'
-
0
"
MANAGER'S DESK PROVIDED BY
TENANT AND ASSEMBLED AND
INSTALLED BY G.C. (3 SCREWS MIN
2" LONG SECURED THROUGH TOP
STRETCHER AT BACK INTO 1x4
BLOCKING)
ELECTRICAL WORKBOXES
(SEE ELECTRICAL
DRAWINGS THIS SET)
3/4" X 16" DEEP WHITE
MELAMINE SHELVING ON HEAVY
DUTY SHELF BRACKETS.
6'-0" HEAVY DUTY WALL
STANDARDS @ 48" O.C. MAX.
CUT TO LENGTH AS REQUIRED.
1" X 4" FIRE TREATED POPLAR
BLOCKING INSTALLED
HORIZONTALLY BEHIND ALL WALL
STANDARDS @ 24" O.C. (SECURE
TO WALL STUDS)
1'
-
6
"
1'
-
6
"
1'-
6
"
1'
-
6
"
1'
-
0
"
2'
-
0
"
2'
-
0
"
2'
-
0
"
2'
-
0
"
6"
MAX
4'-0" MAX
(SEE PLAN)4'-0" MAX
6"
MAX
1'
-
0
"
10
'
-
0
"
S
U
R
F
A
C
E
M
O
U
N
T
E
D
W
A
L
L
S
T
A
N
D
A
R
D
S
2'
-
0
"
1" X 4" 18 GA METAL BLOCKING INSTALLED
HORIZONTALLY BEHIND ALL WALL STANDARDS @
24" O.C. (SECURE TO WALL STUDS)
94" HEAVY DUTY WALL STANDARDS @ 48"
O.C. MAX. CUT TO LENGTH AS REQUIRED.
3 STOCK ROOM WALL BLOCKING SECTION
3/4" = 1'-0"
REFER TO RCP
FOR CEILING
4 MANAGER'S DESK SECTION
3/4" = 1'-0"
6 STANDARDS ELEVATION AT STOCK ROOM
3/4" = 1'-0"
REFER TO RCP
FOR CEILING
3'
-
2
"
3'
-
2
"
3'
-
2
"
1'
-
0
"
10
'
-
0
"
S
U
R
F
A
C
E
M
O
U
N
T
E
D
W
A
L
L
S
T
A
N
D
A
R
D
1'
-
0
"
HANGROD BRACKET WITH
SADDLE END, HEAVY DUTY
HANGROD, AND END CAPS.
10'-0" HEAVY DUTY
WALL STANDARDS @
48" O.C. MAX. CUT TO
LENGTH AS REQUIRED.
1" X 4" FIRE TREATED
POPLAR BLOCKING
INSTALLED HORIZONTALLY
BEHIND ALL WALL
STANDARDS @ 24" O.C.
(SECURE TO WALL STUDS)
5 STOCK ROOM HANGROD SECTION
3/4" = 1'-0"
REFER TO RCP
FOR CEILING
THE UPRIGHTS ATTACH TO THE
WOOD BLOCKING WITH 2 #8 X 1
1/2” WOOD SCREWS (THIS
WOULD BE AT EACH UPRIGHT
AT EACH ROW OF BLOCKING)
THE WOOD BLOCKING 1X4
ATTACHES TO EACH METAL
STUD WITH 2 #8 SCREWS. EACH
BLOCKING SHOULD ATTACH TO
3 STUDS MINIMUM. (TYP)
REFER TO RCP
FOR CEILING
2'-0" MAX2'-0" MAX2'-0" MAX2'-0" MAX
OUTRIGGER ATTACHMENT TO WALL
NO SCALE
(4) 3/8" DIA WITH 7 3/8"
NOMINAL EMBEDMENT HILTI
HY270 ADHESIVE ANCHORS
WITH HIT-SC SLEEVES.
5" X 5" PLATE PER
MANUFACTURE
SECTION
.67" MINIMUM CLEARANCE
(TYP.)
PLATE ELEVATION
NOTE:
TENANT G.C. TO ENSURE
OUTRIGGERS ARE LASER LEVELED
TO ENSURE NOT ONLY THE
BOTTOM AND TOP ALIGN, BUT
ALSO THAT THE SLOTS ALIGN
ACROSS ALL OUTRIGGERS.
5/8" TYPE "X" GYP. BD.
WALL PER PLANS
(4) 3/8" DIA WITH 7 3/8"
NOMINAL EMBEDMENT HILTI
HY270 ADHESIVE ANCHORS
WITH HIT-SC SLEEVES.
5" X 5" PLATE PER
MANUFACTURE
11
NOTE:
FIXTURES PROVIDED BY
OWNER VENDOR
4'-0" MAX
(SEE PLAN)
4'-0" MAX
(SEE PLAN)
7"
7'
-
1
1
"
OUTRIGGER ELEVATION AT SALES
3/4" = 1'-0"
3'
-
5
"
5"X5" MOUNTING BRACKETOUTRIGGERS PER MFR.
(2) 2x4 FIRE TREATED
WOOD BLOCKING.
11
'
-
4
"
10
4"
EXISTING DEMISING WALL
11'-11"
A.F.F.
OUTRIGGER SECTION AT SALES
3/4" = 1'-0"
8'-6"
A.F.F.
0'-7"
A.F.F.
TENANT G.C. SHALL PROVIDE AND
INSTALL SOUND ATTENUATION BATT
INSULATION IN STUD CAVITIES WHEN
SPACE OPPOSITE DEMISING WALL IS
OCCUPIED BY RETAIL TENANT
5"X5" MOUNTING BRACKET
(2) 2x4 FIRE TREATED
WOOD BLOCKING.
SCREW MOUNTING
BRACKET TO BLOCKING.
TYP
11
-
6"
OUTRIGGER PER MANUFACTURE
1"
5"
9
NOTES:
1.THIS BLOCKING IS FOR ELEMENTS WITH A
MAXIMUM VERTICAL LOAD OF 100 LBS PER
LINEAR FOOT AT A MAXIMUM OF 7" FROM THE
FACE OF WALL.
2.REFER TO INDIVIDUAL DETAILS AND MFG
INSTALLATION INSTRUCTIONS FOR REQUIRED
SCREW TYPE TO ATTACH ITEMS TO BLOCKING.
WHEN NOT SPECIFICALLY INDICATED USE MIN.
#8 SELF TAPPING SHEET METAL SCREWS.
48" O
.
C
.
MAX.
T
Y
P
.
METAL STUD FRAMING PER PLAN.
HORIZONTAL METAL STANDARDS DETAIL AT SALES
3/4" = 1'-0"
NOTCH TRACK AT EA. VERTICAL STUD
ATTACH TO EACH STUD WITH (3) #8 PAN HEAD SCREWS
6" X 18 GA. BACKING TRACK. LENGTH AS REQUIRED FOR
INDIVIDUAL ELEMENTS. REFER TO SPECIFIC DETAILS
1617NOT USED
3/4" = 1'-0"
STANDARDS DETAIL AT STOCK ROOM
3/4" = 1'-0"
12"12"12"12"12"12"12"10"
1.
7
5
"
1.50"
95.50"
1.
7
5
"
95.50"
1.50 2"
.8
7
5
"
1.975"
.7
5
0
"
1.05"
.1
8
0
"
.4
1
0
"
1.
5
0
"
1.75"
.125"
GRIND CUT EDGES &
RE-POWDER COAT
TOPBOTTOM
13
12 NOT USED
3/4" = 1'-0"
14 NOT USED
3/4" = 1'-0"15 NOT USED
3/4" = 1'-0"
17 1/
2
"
4'-
9
1
/
2
"
4'
-
0
"
MOUNTING FLUSH TO WALL STANDARDS:
SCREW BACKSIDE OF UNIT SECURELY TO HORIZONTAL WOOD
FURRING OR WALL STUDS ALONG TOP AND MIDDLE OF UNIT
7 BAR BIN DETAIL @ STOCKROOM
3/4" = 1'-0"
NOTE:
THIS UNIT IS PROVIDED BY
TENANT, TENANT G.C. TO INSTALL.
4'
-
1
0
"
17 1
/
2
"
4'-4"
8 HARDWARE BIN @ STOCKROOM
3/4" = 1'-0"
NOTE:
THIS UNIT IS PROVIDED BY
TENANT, TENANT G.C. TO INSTALL.
MOUNTING FLUSH TO WALL STANDARDS:
SCREW BACKSIDE OF UNIT SECURELY TO HORIZONTAL WOOD
FURRING OR WALL STUDS ALONG TOP AND MIDDLE OF UNIT
7
A502
8
A502
SALES & STOCK ROOM
SECTIONS AND DETAILS
A502
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
HOOK DETAIL @ FITTING ROOM
3/4" = 1'-0"
16
"
16
"
16"
ELEVATION VIEWPLAN VIEW
4'
-
0
"
A
.
F
.
F
.
(
H
.
C
.
FI
T
T
I
N
G
R
M
)
5'-
0
"
A
.
F
.
F
.
(
S
T
D
FI
T
T
I
N
G
R
M
)
SECTION VIEW
5/8" TYPE "X" GYP. BD. OVER
3-5/8" X 20 GA. METAL STUDS @
16" O.C. BY TENANT G.C.
5/8" TYPE "X" GYP. BD. OVER
3-5/8" X 20 GA. METAL STUDS
@ 16" O.C. BY TENANT G.C.
HEAVY DUTY HOOK AS
SPECIFIED. SCREW TO WALL
WITH SUPPLIED FASTENERS.
TYP. OF (3).
2" X 6" WOOD BLOCKING IN WALL
FOR ATTACHMENT OF HOOKS.
HEAVY DUTY HOOK AS SPECIFIED.
SCREW TO WALL WITH SUPPLIED
FASTENERS. TYP. OF (3).
2" X 6" WOOD BLOCKING IN WALL
FOR ATTACHMENT OF HOOKS.
HEAVY DUTY HOOK AS
SPECIFIED. SCREW TO
WALL WITH SUPPLIED
FASTENERS. TYP. OF (3).
2" X 6" WOOD BLOCKING IN WALL
FOR ATTACHMENT OF HOOKS.
4'-
0
"
A
.
F
.
F
.
(
H
.
C
.
FI
T
T
I
N
G
R
M
)
5'-
0
"
A
.
F
.
F
.
(
S
T
D
FI
T
T
I
N
G
R
M
)
16"
1J-CHANNEL DETAIL @ MIRROR
3/4" = 1'-0"
J CHANNEL BY
G.C.
WALL
FASTENERS
MIRROR
J CHANNEL BY G.C.
WALL
FASTENERS
MIRROR
WALL
WALL
MIRRORS ARE TO
HAVE ANTI-GRAFFITI
FILM FINISH APPLIED
TO SURFACES PER
RESPONSIBILITY
MATRIX.
2
24" @ H.C. ROOM
13
1
/
2
"
18
"
A
.
F
.
F
.
4
1
/
2
"
14
1
/
2
"
3/4" F.R.T. PLYWOOD BLOCKING
(TENANT G.C. SHALL USE 16 GA.
METAL BLOCKING IF LOCAL A.H.J.
DOESN'T PERMIT WOOD BLOCKING)
TENANT G.C. SHALL INSTALL IN-WALL BLOCKING AT
SCREW LOCATIONS (VERIFY EXACT LOCATIONS OF
FASTENERS WITH VENDORS INSTALLATION INSTRUCTIONS
LINE OF TENANT'S
FINISHED FLOOR
ADA BENCH SECTION @ FITTING ROOM
3/4" = 1'-0"
FITTING ROOM BENCH PROVIDED BY
TENANT AND INSTALLED BY TENANT'S G.C.
GROUND FLOOR SLAB
+0'-0"
INTERIOR PARTITION AS SPECIFIED.
3BENCH SECTION @ FITTING ROOM
N.T.S.
16"
13
1
/
2
"
18
"
A
.
F
.
F
.
4
1
/
2
"
14
1
/
2
"
3/4" F.R.T. PLYWOOD BLOCKING
(TENANT G.C. SHALL USE 16 GA.
METAL BLOCKING IF LOCAL A.H.J.
DOESN'T PERMIT WOOD BLOCKING)
TENANT G.C. SHALL INSTALL IN-WALL BLOCKING AT
SCREW LOCATIONS (VERIFY EXACT LOCATIONS OF
FASTENERS WITH VENDORS INSTALLATION INSTRUCTIONS
LINE OF TENANT'S
FINISHED FLOOR
FITTING ROOM BENCH PROVIDED BY
TENANT AND INSTALLED BY TENANT'S G.C.
GROUND FLOOR SLAB
+0'-0"
INTERIOR PARTITION AS SPECIFIED.
4
CORNER GUARD DETAIL @ SALES
3/4" = 1'-0"
CAULK AROUND ALL EDGES OF CORNER
GUARD WITH CLEAR SILICONE (TYP.)
48" x 1 1/2" x 1 1/2" - 90°, 16ga, TYPE
304, CLEAR FINISH, NSF CERTIFIED,
CLEAR CORNER GUARD WITH
ROUNDED CORNERS. PROVIDED AND
INSTALLED BY TENANT G.C.
1 1/2"
1
1
/
2
"
CORNER GUARDS TO BE
INSTALLED WITH LIQUID
NAILS IN SALES.
INTERIOR PARTITION AS SPECIFIED.
6CORNER GUARD DETAIL @ NON-SALES
N.T.S.
CORNER GUARDS TO BE
INSTALLED WITH LIQUID
NAILS IN HALLWAY.
INSTALL W/ GLUE AND #6
SELF-TAPPING DRYWALL
SCREWS @18" O.C. IN
STOCK AREA
CAULK AROUND ALL EDGES OF CORNER
GUARD WITH CLEAR SILICONE (TYP.)
48" X 1 1/2" X 1 1/2" - 90°, 16GA, TYPE
304, STAN #4 FINISH, NSF CERTIFIED,
METAL CORNER GUARD WITH
ROUNDED CORNERS. PROVIDED AND
INSTALLED BY TENANT G.C.
1 1/2"
1
1
/
2
"
INTERIOR PARTITION AS SPECIFIED.
7
7'
-
6
"
9'-5"
EQ.EQ.
18
"
LOCATION OF DELIVERY BUZZER
8"
EMPLOYEE SIDE OF CUSTOM CASHWRAP FIXTURE BY OWNER. 11'-2"W X 2'-8"
CUSTOM BACKWRAP FIXTURE BY OWNER. 98-1/2"W X 34"H
LOCATION OF ELECTRICAL OUTLET 18" A.F.F. AND 8" FROM CORNER
OF BACKWRAP. TO ELECTRICAL DRAWINGS FOR MORE INFO.
5'
-
1
"
BACKLIT LED SIGNAGE BY TENANT.
CENTERED ABOVE BACKWRAP. REFER
TO DETAIL 8/A503 AND ELECTRICAL
DRAWINGS FOR MORE INFORMATION.
℄
℄
℄
℄
34
"
8
1
/
2
"
BACK WRAP ELEVATION DETAIL - SIGNAGE
3/4" = 1'-0"5EDGE-LIT ARCRYLIC LETTERS - END VIEW
FOR REFERENCE ONLY
FOR REFERENCE ONLY:
REFER TO ELECTRICAL DRAWINGS AND
SIGN PACKAGE BY OTHERS FOR MORE
INFORMATION.
REMOTE-WIRED POWER SUPPLY
ON
PLASTIC RETURN 3/4"
1/2"
1/2"WALL PENETRATIONS
TO BE SEALED, TYP.
SPACER
3/16"
INTERIOR FITTED ALUM. BAFFLE
PAINTED ACRYLIC F ACE
ACRYLIC BACK
LED TAP ILLUMINATION
LOW VOLTAGE LED WIRE
ELECTRICAL GROUNDING
UL LISTED FITTINGS/CONNECTORS
TRIM-CAP ADHESIVE
COVER SCREW
WIRE NUT
ON / OFF SWITCH
JUNCTION BOX
POWER SUPPLY
PRIMARY POWER
NOTES:
·THE SIGN LETTERS ARE TO BE INDIVIDUALLY WIRED.
·THE ELECTRICAL IS RUN THROUGH A 1/2” HOLE,
MOUNTING IS AT 1/4”.
·120V ELECTRICAL.
·SIGNAGE INSTALLERS WILL RUN WIRING UNDER 6'.
G.C TO PROVIDE ELECTRICAL RUN TO THE BACK OF
THE WALL.
8
SECTIONS
AND DETAILS
A503
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
BLOCKING AT PENDANT LIGHT
N.T.S.
DO NOT ATTACH TO METAL DECK OR
BOTTOM CHORD OF TRUSSES.
ATTACH TO EXISTING TOP CHORD OF
TRUSSES PER CISCA 0-2
UNISTRUT SYSTEM OR TOP
CHORD OF TRUSSES
3 #12 WIRES AT EACH CORNER
5/8" FRT PLYWOOD
#8 SCREWS AT 12" O.C. MAX.
PENDANT FIXTURE BELOW
5/8" FRT PLYWOOD
1
24" ROUGH OPENING
1'-6" ACCESS OPENING
ACCESS PANEL MANUFACTURED BY:
INTEX FORMS INC, (510) 887-8000
18" x 18" GFRG FIBERGLASS ACCESS PANEL,
12"X12" GFRG FIBERGLASS ACCESS PANEL.
NOTE: THIS ACCESS PANEL IS NOT TO BE
USED IN FIRE-RATED LOCATIONS.
PUSH OUT ACCESS PANEL
N.T.S.
FILL, TAPE AND SAND
SMOOTH AT JOINT
BETWEEN FRAME AND
DRYWALL, TYP.
ACCESS PANEL
FRAME, BY MFR.
18" X 18" FIBERGLASS
DROP-IN DOOR PANEL3 5/8" METAL
STUD FRAMING
SHEET METAL
SCREW, TYP.
CENTERLINE
OF METAL
STUD
BLOCKING
ABOVE, TYP.
3
FASTEN TO STEEL FRAMING, WOOD
FRAMING, CONCRETE STRUCTURE,
CONCRETE DECK, OR STEEL DECK PER
ES REPORT ER-4071 (PARA 2.2.2.) OR PER
CISCA 3-4 (FIGURES 2, 3, 4, AND 5)
STEEL STUDS - G.C. TO
DETERMINE SPACING
STEEL STUD5/8" GYP. BD.
*
*
LENGTH OF DIAGONAL
WALLS WHERE DIAGONAL
IS ATTACHED TO TOP OF
WALL
SPACING OF DIAGONAL BRACING
INTERIOR PARTITIONS - 72" O.C. MAX
STOREFRONT FRAMING - 48" O.C. MAX
AT DIAGONAL,
ATTACH TRACK
TO WALL STUD
w/(2)-#8 SCREWS
EACH SIDE.1
1
NOTE: FOR DOUBLE STUD
DIAGONALS, "SECOND" STUD
SHALL END AS CLOSE AS
POSSIBLE TO END
CONNECTION, TOP & BOTTOM.
(4)-#8 SCREWS
WALL OR STOREFRONT STUD.
CONNECT TRACK TO VERT STUDS
W/(1)-#8 SCREW IN EACH FLANGE OF
EACH STUD, EXCEPT INSTALL (2)-#8
SCREWS IN EACH FLANGE AT VERT
STUDS WITH DIAGONALS
CONTINUOUS TRACK (GAGE TO
MATCH WALL STUD, EXCEPT USE
20 GAGE MIN TRACK)
CONNECT TO
EXISTING STRUCTURE
PER DETAIL S/A700
VIEWS A-A B-B & C-C
2"x2"x0'-6" LG,
12 GA FRAMING CLIP
W/(3)-#8 SCREWS EA
LEG
CONTINUOUS TRACK
(GAGE TO MATCH
WALL STUD, EXCEPT
USE 20 GAGE MIN
TRACK)
CENTER
DIAGONAL OVER
VERTICAL STUD
1 1/4"1 1/4"
DBL 3 5/8", 20 GA.
STUDS WITH 1 1/4"
WIDE FLANGES
1 1/4"1 1/4"
DBL 3 5/8", 20 GA. STUDS
WITH 1 1/4" WIDE
FLANGES
w/CONTINUOUS 3 5/8"
TRACK TOP & BOTTOM.
#8 SCREWS @ 12"c/c
#8 SCREWS @ 12"c/c
1 1/4"
3 5/8", 20 GA. STUDS
WITH 1 1/4" WIDE
FLANGES
VIEW A-A VIEW B-B VIEW C-C
DIAGONAL LENGTH-
UP TO 7'-6"
DIAGONAL LENGTH-
7'-7" TO 16'-6"
DIAGONAL LENGTH-
16'-7" TO 20'-0"*
20 GA. DIAGONAL BRACING OPTIONS
2 TYPICAL DIAGONAL BRACING - SEISMIC DESIGN CATEGORIES A & B
USING GRID SUSPENSION SYSTEM
4 BANNER TRACK SECTION AT SALES
1" = 1'-0"
CEILING MOUNTED BANNER TRACK IN DISPLAY
AREA (TENANT G.C. TO PROVIDE AND INSTALL
6" WIDE CONT. 18ga BLOCKING FULL LENGTH
OF IMAGE TRACKS AND SECURE WITH #10
1-1/2" SCREWS AT STUD LOCATIONS)
6"6"
5 INSTALLATION OF STEEL STUD FRAMING
USING GRID SUSPENSION SYSTEM8SUSPENDED CEILING BRACING
1" = 1'-0"7 GYP TO OPEN CEILING SECTION @ HEADER
1" = 1'-0"
BOTTOM OF DECK
METAL STUD FRAMING
CORNER GUARD FOR
HEADER EDGE, TYP.
LINE OF WALL BEYOND
METAL TRACK
SCHEDULED GYP CEILING
BOTTOM OF DECK
METAL STUD FRAMING
METAL TRACK
SCHEDULED GYP CEILING
NOTE:
FASTENING TO STRUCTURE
ABOVE TO COMPLY WITH
LANDLORD AND OR LOCAL
BUILDING DEPARTMENT
REQUIREMENTS.ALL IBC SEISMIC CATEGORIES
8" MA
X
AT P
E
R
I
M
E
T
E
R
HEAVY DUTY SUSPENDED
MAIN BEAM @ 4'-0" O.C.
ANGLE WALL MOLDING.
MINIMUM OF 3 TIGHT
TURNS AT ALL WIRES.
5/8" GYP. BD.NOTE:
REFER TO CEILING
PLAN FOR ALL
CEILING HEIGHTS.
12 GA VERTICAL SUPPORT
WIRE @ 4'-0" O.C. EA. WAY. AND
MAX. 8" FROM ALL EDGES.
HEAVY DUTY SUSPENDED
CROSS TEE @ 2'-0" O.C.
6 SUSPENDED GYP. BD. CEILING
N.T.S.
45° MAX 45° MAX
2" MAX 45° MAX
B.O. CLNG.
REFER TO RCP
12 GA VERTICAL SUPPORT
WIRE @ 4'-0" O.C. EA. WAY. AND
MAX. 8" FROM ALL EDGES.
B.O. CLNG.
REFER TO RCP
SCHEDULED GYP CEILING
12 GA VERTICAL SUPPORT
WIRE @ 4'-0" O.C. EA. WAY. AND
MAX. 8" FROM ALL EDGES.
B.O. CLNG.
REFER TO RCP
6
A504
TYP.
9 OPEN TO OPEN CEILING SECT. @ HEADER
1" = 1'-0"
BOTTOM OF DECK
METAL STUD FRAMING
CORNER GUARD FOR
HEADER EDGE, TYP.
LINE OF WALL BEYOND
METAL TRACK
B.O. CLNG.
REFER TO RCP
B.O. HEADER
7'-0"
G.C SHALL INSTALL SUSPENDED
BOARD CEILINGS IN COMPLIANCE
WITH ICC ESR 1289.
SUSPENDED CEILING.
ELEVATION
PLAN
FINISH FLOOR
COMPRESSION STRUTS
@12'-0" O.C. EA. WAY
3/8" MIN. CLEAR CROSS
RUNNER OR MAIN
RUNNER. TIE TWO
ADJACENT WALL TO
CEILING MAIN AND CROSS
RUNNERS
8"
4'-0"12'-0" MAX.
4'-0" MIN12
'
-
0
"
4'
-
0
"
8"
MIN. 12 GAUGE WIRES.
FI
N
.
C
L
G
.
H
G
T
.
8"
10
-
4
5
°
10 SUSPENDED CEILING BRACING
1" = 1'-0"
3"
34"
M
I
N
.
EXISTING STRUCTURE
FIRE SAVING
INSULATION IN "RIB" OF
METAL DECK.
DEEP LEG DEFLECTION
OR SLIP TRACK.
METAL TOP CHANNEL
MTL. STUDS AT 16" O.C.
REFER TO FLOOR PLAN.
5/8" FIRE-CODE GYP.
BD. COVER.
5/8" FIRE-CODE GYP.
BD. WALL FACING.
13 1-HOUR FULL HEIGHT SLIP JOINT AT DECK
1" = 1'-0"
362 CJS 20 VERTICAL STRUT AT 8'-0" O.C. MAX.
EACH WAY WITH FIRST STRUT TO BE WITHIN 4'-0" OF
EACH WALL FASTENED TO MAIN RUNNER AND
NEW TRACKS THAT SPAN BETWEEN ANY EXISTING
BASE-BUILDING STRUCTURAL BEAMS ONLY.
2"
M
A
X
.
2"
45
°
45
°
C.L
.
362 CJS 20 VERTICAL STRUT 4'-0" EACH WAY (TYP.)
250 S 137-33 DIAGONAL BRACING (TYPICAL)
362 CJS 20 @ 16" O.C. CEILING MAIN RUNNERS
362 CR 20 @ 48" O.C. CROSS RUNNERS (LAID FLAT)
EMT TIGHT TO NEW TRACKS THAT SPAN
BETWEEN ANY EXISTING BASE-BUILDING
STRUCTURAL BEAMS ONLY.
12 GA. VERTICAL HANGER WIRE
COMPRESSION STRUT REQUIRED @EACH SEISMIC
RESTRAINT, 12' O.C. EACH WAY. 3/4" EMT NOTCH
OVER MAIN RUNNER
45°
4
5
°
45
°
CROSS FURRING CHANNEL SCREW TO MAIN BEAM
W/ #8 BUGLE HEAD SCREWS- MIN. 1/4" THROUGH
METAL FRAMING AND SECURE ENDS TO WALL
ANGLES WITH POSITIVE ATTACHMENT. SEE ALSO
SPECIFICATION SHEET AS02 AND USG TYPICAL
INSTALLATION
5/8" TYPE 'X' GWB. ATTACHED TO CEILING
FRAMING W/ #8 BUGLE HEAD SCREWS @ 12" O/C-
MIN. 1/4" THROUGH METAL FRAMING
DRILL 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER
CEILING IS LEVELED.
NOTE:
INSTALL BRACING AT 12'-0" O.C. EA. WAY AND
WITHIN 4'-0" OF PERIMETER WALLS
4"
M
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P
WALL CONDITION
SUSPENDED CEILING NOTES:
1.ALL HANGER & BRACING WIRES SHALL BE
SECURED TO MAIN RUNNERS.
2.FURNISH TRAPEZE OF OTHER SUPPLEMENTARY
SUPPORT MEMBERS AT OBSTRUCTIONS TO
MAIN HANGER SPACING. FURNISH
ADDITIONAL HANGERS, STRUTS, OR BRACES
AS REQUIRED AT ALL CLG. BREAKS, SOFFITS,
OR DISCONTINUOUS AREAS. HANGER WIRES
THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB
ARE TO HAVE COUNTER-SLOPING WIRES.
PERIMETER WIRES:
12 GAUGE PERIMETER WIRES INSTALLED WITHIN
8" OF WALL AT EACH MAIN AND CROSS TEE TO
WALL JUNCTURE ALL WIRES SHALL BE TAUT &
TIED @ BOTH ENDS W/ (3) TURNS IN 1" OF RUN.
SUSPENSION SYSTEM FRAME COMPONENTS:
- 20 GA. FURRING HAT CHANNELS 24" O.C.
- 1 1/2" X 16GA. COLD ROLLED CHANNELS 48" O.C.
- GALV. WIRE METAL FURRING CLIPS., (CHANNEL
TO CHANNEL)
MAIN SUPPORTS:
12 GAUGE HANGER WIRES AT 4'-0" O.C. EACH WAY
ALL WIRES SHALL BE TAUT & TIED @ BOTH ENDS W/
(3) TURNS IN 1" OF RUN
GYP. BD FINISH:
- 5/8" TYPE "X" GYP. BD.
12 SEISMIC SUSPENDED GYPSUM WALL BOARD CEILING
1/4" = 1'-0"11 SUSPENDED GYPSUM WALL BOARD CEILING DETAIL
1/4" = 1'-0"
NOTE:
ATTACHMENTS TO THE DECK PAN ABOVE IS STRICTLY
PROHIBITED; ATTACHMENTS TO NEW TRACKS THAT SPAN
BETWEEN ANY EXISTING BASE-BUILDING STRUCTURAL
BEAMS ONLY. GC TO VERIFY ALL CEILING ATTACHMENT
COMPLIANCE WITH MALL PRIOR TO INSTALLATION.
NOTE:
ATTACHMENTS TO THE DECK PAN ABOVE IS STRICTLY
PROHIBITED; ATTACHMENTS TO NEW TRACKS THAT SPAN
BETWEEN ANY EXISTING BASE-BUILDING STRUCTURAL
BEAMS ONLY. GC TO VERIFY ALL CEILING ATTACHMENT
COMPLIANCE WITH MALL PRIOR TO INSTALLATION.
G.C SHALL INSTALL SUSPENDED
BOARD CEILINGS IN COMPLIANCE
WITH ICC ESR 1289.
CEILING DETAILS
A504
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
22 2
2
2
7 FLOOR DETAIL AT SERVICE DOOR
6" = 1'-0"
CENTERLINE OF DOOR OPENING
EXISTING CORRIDOR DOOR
EXISTING CORRIDOR
FLOORING
DOOR THRESHOLD AS SPECIFIEDEXISTING EXPANSION JOINT
NEW FLOORING AS SPECIFIED
1/
2
"
M
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.
LO
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A
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N
O
F
F
L
O
O
R
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MA
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E
R
I
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L
C
H
A
N
G
E
P
E
R
P
L
A
N
S
CONCRETE
FLOORING
VCT
3/32" SCHLUTER SCHIENE AE20
CENTERED UNDER DOOR.
3 CONCRETE TO VCT
6" = 1'-0"
LO
C
A
T
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N
O
F
F
L
O
O
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I
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MA
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R
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H
A
N
G
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E
R
P
L
A
N
S
POLISHED CONCRETE FLOORING EXISTING MALL TILE
3/32" SCHLUTER SCHIENE AE20
CENTERED UNDER DOOR.
2 POLISHED CONCRETE TO MALL TILE
6" = 1'-0"
GENERAL NOTES
PARTITION AS SPECIFIED
EXISTING WALL TILE
BRUSHED STAINLESS METAL TRIM
WATERPROOF MEMBRANE
WHERE SPECIFIED 30 MIL.
POLYETHYLENE CLEAVAGE
MEMBRANE (EQUAL TO NOBEL
SEAL TS) CONTINUOUS UNDER
FLOORING AND UP WALL 6" MIN.
BEHIND FRP AND BASE.
COVED VCT BASE
VCT FLOORING
6"
VCT BASE
6" = 1'-0"4
1"
SEE MFR SPECIFICATIONS
FOR FLOORING EXPANSION TYP.
PARTITION AS SPECIFIED
6"
NOTCH BASE OVER EXISTING
DOOR JAMBS, TYP. RUN
CONTINUOUS LINE OF CAULK AT
JOINT AND PAINT PT-2 FINISH.
FRT. BLOCKING AS REQUIRED FOR
FASTENING OF BASE
TOP OF FINISH FLOOR
9 MDF BASE
6" = 1'-0"
1.IF EXISTING CONDITIONS VARY, CONTACT ARCHITECT FOR ALTERNATE
TRANSITION PROFILES.
2.FLOORING TRANSITIONS TO BE PROVIDED BY G.C. AS INDICATED IN THE
RESPONSIBILITY SCHEDULE ON SHEET G001.
3.PREPARE EXISTING FLOOR SURFACE PER MANUFACTURER
SPECIFICATIONS FOR INSTALLATION OF NEW FLOORING MATERIALS AS
INDICATED IN THESE PLANS
4.SEE MANUFACTURER SPECIFICATIONS FOR FLOORING EXPANSION
LO
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N
O
F
F
L
O
O
R
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N
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MA
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H
A
N
G
E
P
E
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P
L
A
N
S
4"
G.C. SHALL KEEP TRENCHING TO A MIN. TO
PROVIDE STUB-UPS FOR ALL FIXTURES. 36" MAX.
FOR TRENCHES 8" MAX. WIDTH, G.C. MAY ELIMINATE REBAR AND DOWELS AND
SHALL APPLY BONDING AGENT TO EXISTING CONCRETE SURFACES PRIOR TO
POURING (N) CONCRETE OVER COMPACTED FILL.
1-1/2" TYP.
LOCATE CONDUIT
ABOVE VAPOR BARRIER
NEW 3,500 PSI CONCRETE SLAB ON GRADE TO
MATCH DEPTH OF EXIST., WITH #3 BARS AT 16"
O.C. EACH WAY AT MIDDLE DEPTH OF SLAB.
DRILL AND EPOXY 6" INTO EXIST. SLAB.
SAW CUT AND REMOVE EXISTING
SLAB FOR TRENCH AS REQUIRED
VAPOR BARRIER TO
MATCH EXISTING
#3 REBAR CONT. (TYP) AT ALL INTERSECTIONS
AND LAPS REBAR SHALL BE TIED WITH 16 GA.
REBAR TIE WIRE. TAPE IS NOT ACCEPTABLE.
#3 REBAR (TYP) EPOXY
COATED WITH HILTI HIT-HY 200.
INSTALL PER ICC-ES-3187
EXISTING SLAB ON
GRADE AS OCCURS
PROVIDE CONTINUOUS SEPARATED
CHEMICAL PEST BARRIER @ ALL
DISTURBED AND EXPOSED SOIL PRIOR TO
COVERING WITH CONCRETE AND ABC FILL
COMPACTED FILL
AS REQUIRED
6 SLAB DOWELING AT TRENCH
6" = 1'-0"
LO
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A
N
S
8 GRINDED CONC. TO POLISHED CONC.
6" = 1'-0"
CENTERLINE OF
DOOR OPENING
DOOR AS
SPECIFIED
SAW CUT EXISTING SLAB WITH
JOINT FILLER, COLOR TO
MATCH OTHER JOINT FILLER
POLISHED CONCRETE
FLOORING
GRINDED CONCRETE
FLOORING
JOINT SEALER. GC TO
DETERMINE WIDTH AND
DEPTH OF JOINT SEALER PER
MFR RECOMMENDATIONS
STOCK ROOM SALES FLOOR
5
WATERPROOF MEMBRANE TO BE INSTALL
BEHIND FINISHES ONLY WHEN REQUIRED
PER LOCAL JURISDICTION AND/OR
LANDLORD. REFER TO FLOOR AND WALL
FINISH PLAN FOR REQUIREMENTS.
6"
WA
T
E
R
P
R
O
O
F
ME
M
B
R
A
N
E
WHEN REQUIRED, WATERPROOF
MEMBRANE SHALL CONTINUE 6"
UP WALL BEHIND FINISHES.
REFER TO FLOOR AND WALL FINISH
PLAN FOR FLOOR FINISH.
6" VCT COVE BASE
J-MOLD END CAP TRIM CONTINUOUS ACROSS
TOP EDGE AND ANY EXPOSED VERTICAL EDGES.
CAULK TO PAINTED DRYWALL, NO GAPS.
COLOR TO MATCH FRP.
FRP PANELS TO BE SLIPPED INTO
THE TRIM MOLDING CHANNEL
PAINTED GYP BD. REFER
TO FLOOR AND WALL
FINISH PLAN FOR FLOOR
FINISH.
FRP SECTION
6" = 1'-0"
TRIM MOLDING CHANNEL TO BE
FASTENED TO THE SUB WALL.
T.O.WALL PANEL
+4'-10" A.F.F.
+/- 0'-0" A.F.F.
FINISHED FLOOR
1"
SEE MFR SPECIFICATIONS
FOR FLOORING EXPANSION TYP.
PARTITION AS SPECIFIED
6"
NOTCH BASE OVER EXISTING
DOOR JAMBS, TYP. RUN
CONTINUOUS LINE OF CAULK AT
JOINT AND PAINT PT-1 FINISH.
FRT. BLOCKING AS REQUIRED FOR
FASTENING OF BASE
TOP OF FINISH FLOOR
1 WOOD BASE
6" = 1'-0"
B-1 TYP.
B-2 TYP.
TENANT SPACE MALL SPACE
TENANT SPACE MALL SPACE
SECTION A-A
NOTES:
1.FLOOR ASSEMBLY — MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL
WEIGHT (100-150 PCF OR 1600-2400 KG/M³) CONCRETE. AS AN ALTERNATE, ANY MIN 2 HR FIRE
RATED D700, D800 OR D900 SERIES FLOOR-CEILING DESIGN IN THE UL FIRE RESISTANCE
DIRECTORY HAVING A MIN 2-1/2 IN. (64 MM) THICKNESS OF LIGHTWEIGHT OR NORMAL WEIGHT
(100-150 PCF OR 1600-2400 KG/M³) CONCRETE TOPPING OVER THE STEEL DECK MAY BE USED.
MAX DIAM OF OPENING IS 12-3/4 IN. (324 MM).
2.THROUGH-PENETRANT — ONE METALLIC PIPE INSTALLED CONCENTRICALLY OR
ECCENTRICALLY WITHIN OPENING. ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY
OF OPENING SHALL BE MIN OF 0 IN. (POINT CONTACT) TO MAX 2 IN. (51 MM). PENETRANT TO BE
RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR ASSEMBLY. THE FOLLOWING TYPES AND
SIZES OF PENETRANTS MAY BE USED:
A.STEEL PIPE — NOM 10 IN. (254 MM) DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER)
STEEL PIPE.
B.IRON PIPE — NOM 10 IN. (254 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C.CONDUIT — NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING
OR NOM 6 IN. (152 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT.
3.FIRESTOP SYSTEM — THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
A.PACKING MATERIAL — MIN 2 IN. (51 MM) THICKNESS OF MIN 4 PCF (64 KG/M³) MINERAL
WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. WHEN
CP 604, CFS-S SIL GG OR CFS-S SIL SL SEALANT IS USED (SEE ITEM 3B), MIN THICKNESS
OF PACKING MATERIAL IS 4 IN. (102 MM) AND MIN THICKNESS OF FLOOR IS 4-1/2 IN. (114
MM). PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR TO
ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.
B.FILL, VOID OR CAVITY MATERIALS* - SEALANT — MIN 1/2 IN. (13 MM) THICKNESS OF
SEALANT APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR. HILTI
CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE SEALANT, FS-ONE MAX
INTUMESCENT SEALANT OR CP 604 SELF-LEVELING FIRESTOP SEALANT, CFS-S SIL GG OR
CFS-S SIL SL SEALANT. W RATING APPLIES ONLY WHEN CP 604, CFS-S SIL GG OR CFS-S
SIL SL SEALANT IS USED.
C.DUCT WRAP MATERIAL* — ENCAPSULATED DUCT WRAP TIGHTLY WRAPPED AROUND
PENETRANT TO EXTEND 24 IN. (610 MM) ABOVE THE FLOOR FOR PENETRANTS OF NOM 4
IN. (102 MM) DIAM OR SMALLER, AND 36 IN. (914 MM) ABOVE FLOOR FOR PENETRANTS
GREATER THAN A NOM 4 IN. (102 MM) DIAM. AN ADDITIONAL LAYER OF ENCAPSULATED
DUCT WRAP TIGHTLY WRAPPED AROUND THE FIRST LAYER OF DUCT WRAP TO EXTEND
12 IN. (305 MM) (914 MM) ABOVE FLOOR. ALL LONGITUDINAL SEAMS OF BOTH LAYERS OF
DUCT WRAP AND JOINTS BETWEEN LAYERS OF DUCT WRAP ARE SEALED WITH FOIL
TAPE. ONE OF THE FOLLOWING TYPES AND THICKNESSES OF DUCT WRAP MAY BE USED:
C.1.NOM 1-1/2 IN. (38 MM) OR 2 IN. (51 MM) THICK ENCAPSULATED DUCT WRAP. UNIFRAX I
LLC — FYREWRAP DUCT INSULATION OR FIREWRAP DUCT 1.5 INSULATION
C.2.NOM 1-1/2 IN. (38 MM) THICK ENCAPSULATED DUCT WRAP. THERMAL CERAMICS INC
— FIREMASTER FASTWRAP XL DUCT INSULATION
*INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR
JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA),
RESPECTIVELY.
1
3B
3A
2
3C
SYSTEM NO. F-A-1105
ANSI/UL1479 (ASTM E814)ANSI/UL1479 (ASTM E814)
F RATING - 2 HR F RATING - 2 HR
T RATING - 2 HR FT RATING - 2 HR
L RATING AT AMBIENT - LESS
THAN 1 CFM/SQ FT FH RATING - 2 HR
L RATING AT 400 F - 4 CFM/SQ FT FTH RATING - 2 HR
W RATING - CLASS 1 (SEE ITEM 3B)L RATING AT AMBIENT - LESS
THAN 1 CFM/SQ FT
L RATING AT 400 F - 4 CFM/SQ FT
C
CL A S S IFI
E
D
CLASSIFIED BY
UNDERWRITERS
LABORATORIES, INC.
TO UL 1479 AND
CAN/ULC-S115
US
SECTION A-ANOTES:
1.FLOOR OR WALL ASSEMBLY — MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR
NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M³) CONCRETE. WALL MAY ALSO BE
CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 32 IN.
(813 MM).
2.METALLIC SLEEVE — (OPTIONAL) NOM 32 IN. (813 MM) DIAM (OR SMALLER) SCHEDULE 40 (OR
HEAVIER) STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH
FLOOR OR WALL SURFACES OR EXTENDING A MAX OF 3 IN. (76 MM) ABOVE FLOOR OR BEYOND
BOTH SURFACES OF WALL.
2.A.SHEET METAL SLEEVE — (OPTIONAL) MAX 6 IN. (152 MM) DIAM, MIN 26 GA. GALV STEEL
PROVIDED WITH A 26 GA GALV STEEL SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT
APPROX MID-HEIGHT, OR FLUSH WITH BOTTOM OF SLEEVE IN FLOORS, AND SIZED TO BE A
MIN OF 2 IN. (51 MM) LARGER THAN THE SLEEVE DIAM. THE SLEEVE IS TO BE CAST IN
PLACE AND MAY EXTEND A MAX OF 4 IN. (102 MM) BELOW THE BOTTOM OF THE DECK AND
A MAX OF 1 IN. (25 MM) ABOVE THE TOP SURFACE OF THE CONCRETE FLOOR.
2.1.SHEET METAL SLEEVE — (OPTIONAL) - MAX 12 IN. (305 MM) DIAM, MIN 24 GA GALV STEEL
PROVIDED WITH A 24 GA GALV STEEL SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT
APPROX MID-HEIGHT, OR FLUSH WITH BOTTOM OF SLEEVE IN FLOORS, AND SIZED TO BE A
MIN OF 2 IN. (51 MM) LARGER THAN THE SLEEVE DIAM. THE SLEEVE IS TO BE CAST IN
PLACE AND MAY EXTEND A MAX OF 4 IN. (102 MM) BELOW THE BOTTOM OF THE DECK AND
A MAX OF 1 IN. (25 MM) ABOVE THE TOP SURFACE OF THE CONCRETE FLOOR.
3.THROUGH-PENETRANT — ONE METALLIC PIPE, TUBE OR CONDUIT TO BE INSTALLED EITHER
CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE
BETWEEN PENETRANT AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO
MAX 1-7/8 IN. (48 MM). PENETRANT MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT.
PENETRANT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE
FOLLOWING TYPES AND SIZES OF METALLIC PENETRANTS MAY BE USED:
A.STEEL PIPE — NOM 30 IN. (762 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL
PIPE.
B.IRON PIPE — NOM 30 IN. (762 MM) DIA (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C.COPPER PIPE — NOM 6 IN. (152 MM) DIA (OR SMALLER) REGULAR (OR HEAVIER) COPPER
PIPE.
D.COPPER TUBING — NOM 6 IN. (152 MM) DIA (OR SMALLER) TYPE L (OR HEAVIER) COPPER
TUBING.
E.CONDUIT — NOM 6 IN. (152 MM) DIA (OR SMALLER) STEEL CONDUIT.
F.CONDUIT — NOM 4 IN. (102 MM) DIA (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING
(EMT).
4.FIRESTOP SYSTEM — THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
A.A. PACKING MATERIAL — MIN 4 IN. (102 MM) THICKNESS OF MIN 4 PCF (64 KG/M³) MINERAL
WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING
MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR SLEEVE OR FROM BOTH
SURFACES OF WALL OR SLEEVE AS REQUIRED TO ACCOMMODATE THE REQUIRED
THICKNESS OF FILL MATERIAL.
B.FILL, VOID OR CAVITY MATERIAL* — SEALANT — MIN 1/4 IN. (6 MM) THICKNESS OF FILL
MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR
SLEEVE OR WITH BOTH SURFACES OF WALL OR SLEEVE. AT THE POINT OR CONTINUOUS
CONTACT LOCATIONS BETWEEN PENETRANT AND CONCRETE OR SLEEVE, A MIN 1/4 IN. (6
MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CONCRETE OR SLEEVE/ PIPE
PENETRANT INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF
WALL.
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE SEALANT OR FS-ONE MAX
INTUMESCENT SEALANT
* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR
JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.
SYSTEM NO. C-AJ-1226
ANSI/UL1479 (ASTM E814)ANSI/UL1479 (ASTM E814)
F RATING - 3 HR F RATING - 3 HR
T RATING - 0 HR FT RATING - 0 HR
L RATING AT AMBIENT - LESS
THAN 1 CFM/SQ FT FH RATING - 3 HR
L RATING AT 400 F - 4 CFM/SQ FT FTH RATING - 0 HR
L RATING AT AMBIENT - LESS
THAN 1 CFM/SQ FT
L RATING AT 400 F - 4 CFM/SQ FT
C
CL A S S IFI
E
D
CLASSIFIED BY
UNDERWRITERS
LABORATORIES, INC.
TO UL 1479 AND
CAN/ULC-S115
US
1
4B
4A
3
2
3
4B
A
ANOTES
1.FLOOR OR WALL ASSEMBLY MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL
WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED
CONCRETE BLOCKS*. MAX AREA OF OPENING 224 SQ IN. WITH MAX DIMENSION OF 32 IN.
2.SEE CONCRETE BLOCKS (CAZT) IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF
MANUFACTURERS. CONDUIT ONE OR MORE NOM 4 IN DIAM (OR SMALLER) STEEL ELECTRICAL
METALLIC TUBING OR STEEL CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR
ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE SPACE BETWEEN CONDUITS OR TUBES
SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1/2 IN. THE ANNULAR SPACE BETWEEN THE
CONDUIT OR TUBE AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX
2-3/4 IN. CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL
ASSEMBLY.
3.CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC CONDUIT OR STEEL
CONDUIT. FILL, VOID OR CAVITY MATERIAL*- FOAM MIN 5 IN. THICKNESS OF FILL MATERIAL
APPLIED WITHIN THE ANNULUS, EXTENDING 1/2 IN. ABOVE THE TOP SURFACE OF THE FLOOR
OR BOTH SURFACES OF WALL AND OVERLAPPING THE CONCRETE 1/2 IN. ON ALL SIDES OF THE
OPENING. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP 620 FIRE FOAM *BEARING
THE UL CLASSIFICATION MARK
SYSTEM NO. C-AJ-1388
ANSI/UL1479 (ASTM E814)
F RATING = 2-HR
T RATING = 0-HR
SECTION A-A
1
2
A
A
3
C
CL A S S IFI
E
D
CLASSIFIED BY
UNDERWRITERS
LABORATORIES, INC.
TO UL 1479 AND
CAN/ULC-S115
US
10 CORE SLAB DETAILS
6" = 1'-0"
FLOORING AND BASE
DETAILS
A505
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
A.HARDWARE FINISHES SHALL BE BLACK FINISH UNLESS NOTED OTHERWISE.
B.ALL LOCKSETS SHALL BE LEVER HANDLES
C.VERIFY ALL EXISTING DOOR HARDWARE TO COMPLY WITH CURRENT CODE. SHALL NOT REQUIRE
TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. VERIFY EXISTING DOOR
HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ARE INSTALLED BETWEEN 34" -
44" AFF.
D.G.C. TO PURCHASE AND PACSUN TO INSTALL CORES PER HARDWARE SCHEDULE FROM PACSUN'S
VENDOR AT TIME OF STORE TURNOVER.
E.AT EXISTING DOORS TO REMAIN, VERIFY THAT EXISTING DOOR AND HARDWARE MEETS OR EXCEEDS
THE REQUIREMENTS OF THESE SPECIFICATIONS. REPLACE AS REQUIRED.
F.LEVER SETS TO BE FALCON GRADE 1 WITH INTERCHANGEABLE CORES. T-SERIES OR APPROVED
EQUAL LEVER TO BE AVALON STYLE.
G.EXIT DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE, WITHOUT THE USE OF A KEY OR
SPECIAL KNOWLEDGE OR EFFORT. THE UNLATCHING OF ANY EXIT DOOR SHALL NOT REQUIRE MORE
THAN ONE OPERATION. INSTALL ALL PANIC HARDWARE PER PLANS. GC TO INSTALL AND FURNISH.
GENERAL NOTES1.SIGNAGE BY G.C.; PROVIDE SIGNAGE ABOVE DOOR(S), SEE SHEET G002.
2.POSTAL ADDRESS NUMBERS PER LANDLORD REQUIREMENTS.
3.ADA PANIC HARDWARE TO BE INSTALLED ON INSIDE WHEN REQUIRED BY LOCAL JURISDICTION.
4.LOCKS SHALL BE KEY-OPERATED WITH INDICATOR TO BE READILY DISTINGUISHABLE AS LOCKED.
5.WEATHER STRIPPING AND SWEEPS TO BE INSTALLED AS REQUIRED.
6.EXISTING DOOR - VERIFY EXISTING HARDWARE MEETS REQUIREMENTS OF, OR IS EQUAL TO SPECIFIED
HARDWARE. REPLACE WITH SPECIFIED HARDWARE AS REQUIRED.
7.KICK PLATE TO BE PROVIDED ON PUSH SIDE. IF NOT, PROVIDE AND INSTALL NEW KICK PLATE ON PUSH SIDE OF
DOOR: IVES 8400 10"X2" LDW630.
8.VERIFY ALL EXISTING DOOR HARDWARE TO COMPLY WITH CURRENT CODE.
9.HARDWARE PURCHASED AND INSTALLED BY G.C., DOOR PREP BY G.C..
10.PROVIDE NON REMOVABLE PINS (NRP), PIANO TYPE HINGE OR GEARED HINGE (ROTON) AS APPROVED BY
PACSUN ON IN-SWINGING DOOR.
11.ROLL DOWN SHUTTER SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE
OR EFFORT WHILE THE SPACE IS OCCUPIED.
12.SHUTTER SHALL REMAIN SECURED IN THE FULL OPEN POSITION DURING THE PERIOD OF OCCUPANCY BY THE
GENERAL PUBLIC.
13.MAX SHUTTER SIZE: 160 SF OR 150" HIGH.
14.PROVIDE RISER AS REQUIRED FOR CARPET INSTALLATION.
15.PROVIDE LATCH GUARD USE "BG" GUARD PLATE.
16.PROVIDE 5 1/2" THROAT.
17.VERTICALLY STIFFED HOLLOW METAL DOOR RECOMMENDED FOR SECURITY AND EASE OF INSTALLATION.
18.LOCK HARDWARE PURCHASED AND INSTALLED BY G.C. THROUGH APPROVED VENDOR, SECURITY SOURCE.
19.MOUNT AT UPPER CORNER OF DOOR AND JAMB.
20.PROVIDE APPROPRIATE RESTROOM SIGNAGE, SEE SHEET G002 & A401.
21.LOCK HARDWARE PURCHASED AND INSTALLED BY SECURITY SOURCE (VENDOR), DOOR PREP BY G.C..
22.ORDER 6" BOTTOM BAR WITH 60° BEVEL (ALTERNATE OPTION: 10" BOTTOM BAR), 7-PIN KEYED CYLINDERS
(CONSTRUCTION CORES) WITH THUMBTURNS ON INSIDE, AND PATCH HINGES WITH DOOR.
23.PROVIDE LOUVRE VENT IN DOOR U.O.N. SEE MECHANICAL SHEETS.
24.G.C. TO PAINT 4 INCH "NO STORAGE" ON DOOR.
25.PROVIDE IC-7PIN MORTISE HOUSING AND INSTAKEY CORE.
26.TAMPER-PROOF PEEP HOLE AS REQUIRED - WIDE ANGLE SET AT 60" A.F.F. UL LISTED FOR 90 MINUTE FIRE DOOR.
NO PEEP HOLES ON EXTERIOR DOORS.
27.SELF-LATCHING LOCK HARDWARE PURCHASED AND INSTALLED THROUGH SECURITY SOURCE (VENDOR) BY
G.C.. DOOR PREP BY G.C..
28.SUPPLY COMPLETE EXIT DEVICE PART NUMBER BASED ON DOOR SIZE AS REQUIRED. 36" DOOR = 36, NARROW
STILE = NS, DOUBLE DOOR = 94. FOR NARROW STILE, ADD NARROW STILE KIT #101879-1.
29.BOTTOM RAIL TO BE 10" MINIMUM.
30.PROVIDE ADDITIONAL INTERMEDIATE PIVOT FOR DOORS 8'-0" AND TALLER.
31.DO NOT PROVIDE HOLD OPEN DEVICE ON DOOR IF TACTILE SIGNAGE IS MOUNTED TO DOOR.
32.PAINT DOOR AND FRAME P101 ON SALES AREA SIDE ONLY.
33.THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. 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 THE CLOSED POSITION. THE FLOOR OR
LANDING SHALL BE LESS THAN OR EQUAL TO 1/2" LOWER THAN THE THRESHOLD. RAISED THRESHOLDS AND FLOOR
LEVEL CHANGES GREATER THEN 1/4" AT DOORWAYS SHALL BE BEVELED WITH SLOPE NOT GREATER THEN 1 UNIT
VERTICAL IN 2 UNITS HORIZONTAL
34.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR
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.
DOOR NOTES LEGEND
1'-
0
"
KICK PLATE
8'-
0
"
T
Y
P
.
7'-
0
"
TY
P
.
TACTILE STORE ADDRESS SIGN MUST DISPLAY OFFICIAL ADDRESS ON EXTERIOR
SURFACE OF DOOR. THE FOLLOWING ADDRESS: 400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14, ARCADIA, CALIFORNIA 91007 ON SERVICE DOOR.
"ADDRESS" SIGN ON
EXTERIOR FACE OF DOOR.
OPENING
IN WALL
1'-
1
0
"
5'-
2
"
PT-4
1.SIGNAGE IDENTIFICATION:
1.1.TENANT G.C. MUST INSTALL SIGNAGE CENTERED JUSTIFIED ON EXTERIOR FACE OF
SERVICE DOOR IN CONTRASTING COLOR OF FINISH OF DOOR. ADDRESS FONT MUST BE 0'-2
1/2" IN ARIAL BOLD FONT DISPLAYING BOTH TENANT'S NAME AND SUITE NUMBER.
1.2.KNOX BOX ZONE IDENTIFICATION PLACARD.
1.3.ROOFTOP HVAC EQUIPMENT IDENTIFICATION PLACARD ON ALL ROOF TOP EQUIPMENT AND
PENETRATIONS HVAC UNITS, VENTS MECHANICAL OR PLUMBING, DISHES, ETC. THAT ARE
EXCLUSIVELY SERVICING THE TENANT SPACE.
1.4.MALL ELECTRICAL ROOM METER AND SERVICE DISCONNECT IDENTIFICATION PLACARDS.
1.5.SPACE WATER MAIN SHUT OFF VALVE SIGN IN CORRIDOR.
1.6.IDENTIFICATION LABELS FOR ALL EQUIPMENT, CONDUIT LINE SET, ETC. OUTSIDE OF THE
SPACE.
2.TENANT G.C. TO ENSURE THE SECURITY OF TENANT'S PREMISES BY WHATEVER MEASURES DEEMS
NECESSARY, INCLUDING RE-KEYING OF ALL LOCKSETS.
LANDLORD REQUIREMENT NOTE
TYP.
DOOR SCHEDULE
DOOR #DESCRIPTION
DOOR FRAME DETAILS FIRE
RATING HARDWARE FURNISHED BY INSTALLED BY NOTES
SIZE TYPE MATERIAL FINISH MATERIAL FINISH SILL JAMB HEAD FINISH
1 SECURITY GRILLE - ENTRY 16'-0" X 10'-0" V.I.F.A METAL CLEAR ANODIZED METAL CLEAR ANODIZED 2/A505 4/A303 7/A303 CLEAR ANODIZED --G.C.G.C.G.C. TO INSTALL SECURITY EQUIPMENT AS INSTRUCTED BY MANUFACTURE. REFER TO GRILLE IN STOREFRONT FINISH SCHEDULE. FINISH
TO MATCH STOREFRONT SYSTEM.
2 (E) SERVICE CORRIDOR DOOR 3'-0" X 7'-0" X 1 34" V.I.F.B EXISTING PT-4 EXISTING PT-4 7/A505 EXISTING EXISTING INTERIOR: PT-4
EXTERIOR: PT-8 (E) 1 HR EXISTING G.C.-G.C. TO CLEAN DOOR AND FRAME, PAINT DOOR & INSTALL HARDWARE WIHT PANIC PUSH BAR
3 (E) TOILET ROOM 3'-0" X 7'-0" X 1 3
4" V.I.F.C EXISTING PT-4 EXISTING PT-4 3A505 EXISTING EXISTING PT-4 -EXISTING G.C.-
4 HALLWAY 3'-0" X 7'-0" X 1 34"E -PT-4 -PT-4 ------G.C.G.C.G.C. TO FRAME OUT OPENING WHERE INDICATED IN THESE PLANS.
5 ADA FITTING ROOM 3'-0" X 6'-0" X 1 3
4"G SOLID MAPLE WOOD -WOOD PT-4 -4/A611 -CLEAR COAT -HW2 G.C.G.C.
6 FITTING ROOM 3'-0" X 5'-0" X 1 3
4"F SOLID MAPLE WOOD -WOOD PT-4 -4/A611 -CLEAR COAT -HW2 G.C.G.C.
7 HALLWAY TO RESTROOMS AND EXIT DOOR 3'-0" X 7'-0" X 1 3
4"K WOOD PT-4 WOOD PT-4 8/A505 3/A611 2/A611 PT-4 -HW3 G.C.G.C.W/ PANIC PUSH BAR
8 STOCK ROOM 3'-0" X 7'-0" X 1 34"D WOOD PT-4 WOOD PT-4 8/A505 3/A611 2/A611 PT-4 -HW3 G.C.G.C.
9 (E) SERVICE CORRIDOR DOOR 3'-0" X 7'-0" X 1 3
4" V.I.F.H EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING INTERIOR: PT-4
EXTERIOR: PT-8 (E) 1 HR EXISTING G.C.-G.C. TO CLEAN EXTERIOR DOOR AND FRAME, CLOSE AND LOCK THE DOOR IN THE CLOSED POSITION AND PREPARE TO BE WELD SHUT.
10 (N) CORRIDOR EXIT DOOR 3'-0" X 7'-0" X 1 34" V.I.F.J METAL METAL METAL METAL 5/A611 5/A611 5/A611 INTERIOR: PT-4
EXTERIOR: PT-8 (N) 1 HR MATCH EXISTNG G.C.G.C.NEW 1HR DOOR WITH PANIC HARDWARE INSTALLED PER CODE
1 DOOR TYPES
DOOR HARDWARE LEGEND
HW1 HW2 HW3 HW4 HW5
SALES/NON-SALES DOOR:
3'-0" X 7'-0" HOLLOW METAL DOOR AND FRAME WITH CONTINUOUS SS BARREL HINGE (STANLEY 651 7'-0"
OR EQUAL). HINGE AND S/S LEVER TYPE PASSAGE SET WITH SELF CLOSING DEVICE. (90 MIN. RATING
FOR DOORS OPENING TO ONE HOUR PASSAGEWAY, 20 MIN. RATING AT DOORS OPENING TO
UNPROTECTED PASSAGEWAY).
NO LOCKS PERMITTED ON SALES AREA DOOR.
TENANT G.C. TO INSTALL DOOR, FRAME, LATCHSET AND 34" X 34" X 1/8" STAINLESS STEEL ARMOR KICK
PLATE FASTEN TO DOOR WITH SELF THREADING PAN HEAD SCREWS. PAINT PER ELEVATIONS. CAULK
BOTTOM OF DOOR FRAME.
DOOR STOP - DS-3. SEE SPECIFICATIONS SHEET.
ALL FITTING ROOM DOORS:
DOORS, JAMBS, BUTTS, HANDLE AND LOCKING HARDWARE SUPPLIED BY TENANT G.C. AND INSTALLED BY TENANT
G.C.
TENANT G.C. TO INSTALL DOOR, FRAME, AND LATCHSET. TENANT G.C. SHALL PROVIDE AND INSTALL CLEAR PLASTIC
DOOR BUMPERS. DOOR BUMPERS ON JAMBS SHALL BE 6'-0" LONG AND INSTALLED AT LENGTH OF DOOR ONLY (DO
NOT EXTEND STOPS TO FLOOR AND HEAD). PAINT PER ELEVATIONS.
TENANT G.C. TO MORTISE DOOR ONLY. JAMB HINGES TO BE MORTISE. CAULK BOTTOM OF DOOR FRAME.
LATCHSET SHALL BE LEVER TYPE AND SHALL COMPLY WITH ADA, ANSI, TAS AND CALDAG REQUIREMENTS.
LEVER SETS - LVS-1. SEE SPECIFICATIONS SHEET.
HINGES: SCHLAGE (2) 3.5" X 3.5" PLAIN BEARING 5/8" RADIUS CORNER MORTISE HINGES - MATTE BLACK FINISH. ADA TO
HAVE (3) HINGES.
DOOR STOP - DS-1 FITTING ROOM. SEE SPECIFICATIONS SHEET.
DS-2 ADA FITTING ROOM. SEE SPECIFICATIONS SHEET.
TENANT G.C. TO INSTALL 'DELTANA DOME STOP' HIGH PROFILE BUMPER #DSHP916U26D, FINISH US26D (BRUSHED
CHROME).
TENANT G.C. TO SUPPLY AND INSTALL DOOR SILENCERS.
ALL FITTING ROOM DOORS TO BE KEYED THE SAME SC-1.
STORAGE/STOCK ROOM/HALLWAY DOOR:
DOORS, JAMBS, BUTTS, HANDLE AND LOCKING HARDWARE SUPPLIED BY TENANT G.C. AND INSTALLED
BY TENANT G.C.
DOOR CLOSER, LAWRENCE HARDWARE LH816, POLISHED CHROME - US26 (625).
TENANT G.C. TO INSTALL DOOR, FRAME, AND LATCHSET. TENANT G.C. SHALL PROVIDE AND INSTALL
CLEAR PLASTIC DOOR BUMPERS. DOOR BUMPERS ON JAMBS SHALL BE 6'-0" LONG AND INSTALLED AT
LENGTH OF DOOR ONLY (DO NOT EXTEND STOPS TO FLOOR AND HEAD). PAINT PER ELEVATIONS.
TENANT G.C. TO MORTISE DOOR ONLY. JAMB HINGES TO BE SURFACE MOUNTED. CAULK BOTTOM OF
DOOR FRAME.
LEVER SETS - LVS-2. SEE SPECIFICATIONS SHEET.
DOOR STOP TO BE DELTANA DOME STOP HIGH PROFILE BUMPER. PRODUCT #DSH916US26D, FINISH
US26D (BRUSHED CHROME).
TENANT G.C. TO SUPPLY AND INSTALL DOOR SILENCERS.
ALL STORAGE AND STOCK ROOM DOORS TO BE KEYED THE SAME SC-1.
DOOR STOP - DS-3. SEE SPECIFICATIONS SHEET.
DOORS IN DIRECTION OF LIFE SAFTEY EGRESS TO BE INSTALLED WITH A PANIC PUSH BAR PER CODE.
ENTRY DOOR:
EXISTING DOOR TO REMAIN.
NEW ENTRY DOOR PULL - PULL-1 SEE SPECIFICATIONS
NOT USED.
OPEN TO MALL
A
B
PACSUN
400 SOUTH BALDWIN AVE., ARCADIA, CALIFORNIA 91007
H-12. H-13AND H-14
C
(E
)
7
'
-
0
"
V.
I
.
F
.
D
7'-
0
"
T
Y
P
.
2
-
E
2
-
TYP.
"EMPLOYEE
ONLY" SIGN
KICK PLATE
PT-4
KICK PLATE
PT-4
7'-
0
"
T
Y
P
.
BASE BOARD CONTINUED
AROUND CORNER, TYP.F G
8'-
0
"
T
Y
P
.
1'-
1
0
"
6'-
0
"
MAPLE DOOR
MAPLE JAMB
TYP.
TYP.
MAPLE DOOR
MAPLE JAMB
TYP.
TYP.
(E
)
7
'
-
0
"
V.
I
.
F
.
16'-0" MAX.
H DOOR TO BE WELDED IN SHUT
AND LOCKED POSITION WHERE
INDICATED IN THESE PLANS.
10
'
-
0
"
M
I
N
.
SECURITY GRILLE PER PLAN
B-1
PT-1
TYP.
TYP.
B-1
PT-1
TYP.
TYP.
3
-
3
-
3
-
3
-
4
-
4
-
TYP.TYP.TYP.TYP.TYP.TYP.
TYP.
2
-
TYP.
2
-
J
7'-
0
"
T
Y
P
.
5
-
TYP.
KICK PLATE
PT-4
5
-
SIM.
K
7'-
0
"
T
Y
P
.
2
-
TYP.
KICK PLATE
PT-4
3
-
SIM.
TYPICAL JAMB DETAIL
3" = 1'-0"
1/
2
"
1/
2
"
2"
PARTITION AS SPECIFIED
NOTCH WOOD WALL BASE AROUND DOOR
JAMB IN SALES AREA. CONTINUOUS BEAD
OF CAULK AND PAINT FINISH, TYP.
CONTINUOUS SEALANT TYP.
HOLLOW METAL
KNOCKDOWN FRAME.
PAINT PER DOOR SCHEDULE.
DOUBLE STUDS AT JAMBS AS
SCHEDULED TYP.
DOOR AS SCHEDULED
STEEL STUD JAMB ANCHOR
(3 PER JAMB, MIN.)
3TYPICAL HEAD DETAIL
3" = 1'-0"
1/2"1/2"
DOOR AS
SCHEDULED
CONTINUOUS
SEALANT TYP.
PARTITION AS
SPECIFIED
HOLLOW METAL
KNOCKDOWN FRAME
2"
M
I
N
.
TO
F
I
N
I
S
H
C
E
I
L
I
N
G
2"
2 55 NEW 1HR WALL AND 90 MIN DOOR - UL #U465
3" = 1'-0"
DOOR STOP (5'-0" AND 6'-0" LONG,
ALIGN WITH TOP OF DOOR).
TYPICAL FITTING ROOM JAMB DETAILS
3" = 1'-0"
5/8" TYPE "X" GYP. BD.
BOTH SIDES OVER
3-5/8" METAL STUDS.
JAMB
(REFER TO DOOR SCHEDULE FOR
HEIGHT, DETAILS, AND ELEVATION).
DOOR AS SCHEDULEDDOOR AS SCHEDULED
5/8" TYPE "X" GYP. BD. BOTH
SIDES OVER 3-5/8" METAL
STUDS.
3/4"
5"
2"
3/
4
"
2
1
/
4
"
1"
2
1
/
4
"
3/
4
"
5"
2"
1"
JAMB
(REFER TO DOOR SCHEDULE FOR
HEIGHT, DETAILS, AND ELEVATION)
LEFT JAMB DETAIL RIGHT JAMB DETAIL
FITTING ROOM
DOOR IS TO BE HINGED ON FITTING
ROOM SIDE OF JAMB. REFER TO
PLANS FOR DIRECTION OF DOOR
SWING, TYP.
WOODEN DOWEL
CONNECTION
SCREWS ARE TO BE RECESSED INTO JAMB.
FILL SCREW HOLE WITH WOOD FILLER,
SAND SMOOTH, PRIME AND PAINT TO
MATCH WOOD FINISH. TYP.
TOP OF JAMB AND TOP OF DOOR
ARE TO BE ALIGNED WITH EACH
OTHER, TYP.
FITTING ROOM HALLWAY
BA
3'-2" OPENING
3'-0" DOOR
3'-0"
1/4"
4
REAR SERVICE
CORRIDOR HALLWAY
EXISTING CONCRETE SLAB
90 MINUTE 'B' LABEL METAL DOOR AND
WELDED METAL FRAME (PROVIDED
AND INSTALLED BY TEN G.C.
(2) LAYERS CONTINUOUS 5/8" TYPE
'X' GYP. BD. ON 3-5/8" X 20ga METAL
FRAMING - PER UL DESIGN 465 - (2)
TWO LAYERS OF 5/8" GYP BD
SHALL ACHIEVE A (1) HOUR FIRE
RATING
5/8" TYPE 'X' GYPSUM BOARD TIGHT TO DECK
ABOVE TO MAINTAIN A 1-HOUR RATING PER U.L.
DESIGN U465. TOP CONNECTION 10/A504
NEW ADA TRANSITION
AND SMOKE FIRE SEAL
MATCH EXISTING ADJACENT WALL TYPE AND FINISH.
COORDINATE WITH LANDLORD
DOOR SCHEDULE
A6112
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
2
2
2
2
2
2
2
FLOORING FINISH SCHEDULE
TAG DESCRIPTION MANUFACTURER PRODUCT PRODUCT NUMBER STYLE COLOR SIZE FLAME SPREAD /
SMOKE DEVT.FURNISHED BY INSTALLED BY NOTES
ST-1 CONCRETE FLOORING - SALES AREA TBD BY OWNER -POLISHED ---G.C.G.C.GRIT UP TO 400. REFER TO FINISH PLAN FOR LOCATION.
ST-2 CONCRETE FLOORING - STOCK ROOM TBD BY OWNER -GRIND AND SEALED ---G.C.G.C.GRIT UP TO 400. REFER TO FINISH PLAN FOR LOCATION.
VCT-1 SHEET VINYL FLOORING - RESTROOM(S)TBD BY G.C.-POLISHED ---G.C.G.C.INSTALL PER MANUFACTURE INSTRUCTIONS. REFER TO FINISH PLAN FOR LOCATION.
CEILING FINISH SCHEDULE
TAG DESCRIPTION MANUFACTURER PRODUCT STYLE COLOR SIZE FLAME SPREAD /
SMOKE DEVT.FURNISHED BY INSTALLED BY NOTES
C-1 LAY-IN ACOUSTICAL CEILING SYSTEM - WHERE APPLICABLE ARMSTRONG FINE FISSURED SECOND
LOOK 1761C FINE FISSURED SECOND LOOK WHITE 24" X 48" TEGULAR EDGE CLASS A G.C.G.C.ARMSTRONG PRELUDE XL 15/16" TEE GRID. SEE REFLECTED CEILING PLANS FOR LOCATION.
C-2 LAY-IN ACOUSTICAL CEILING SYSTEM - SALES AREA ARMSTRONG MESA 681 -WHITE
24" X 24" ANGLED
TEGULAR EDGE, 3/4"
THICK
CLASS A G.C.G.C.ARMSTRONG PRELUDE XL 15/16" TEE GRID. SEE REFLECTED CEILING PLANS FOR LOCATION.
E EXISTING EXISTING EXISTING EXISTING TBD BY OWNER EXISTING ---VERIFY EXISTING CONDITION. PATCH AND REPAIR AS NEEDED.
GYP HARDLID CEILNG TBD BY G.C.--PAINT TO MATCH SPACE --G.C.G.C.SEE REFLECTED CEILING PLANS FOR LOCATION.
OPEN OPEN TO BOTTOM OF DECK - WHERE APPLICABLE OPEN PAINT TO MATCH N/A -G.C.G.C.SEE REFLECTED CEILING PLANS FOR LOCATION.
PAINT, WALLCOVERING, AND WINDOW FINISH SCHEDULE
TAG DESCRIPTION MANUFACTURER PRODUCT PRODUCT NUMBER COLOR FINISH SIZE FLAME SPREAD /
SMOKE DEVT.FURNISHED BY INSTALLED BY NOTES
FILM-1 WINDOW VINYL FILM - NOT USED.BELBIEN VINYL FILM -----G.C.G.C.
FILM-2 WINDOW VINYL FILM - NOT USED.BELBIEN VINYL FILM -----G.C.G.C.
FRP-1 FRP MARLITE STANDARD FRP P100 WHITE PEBBLE SURFACE 4'-0"X 10'-0" X 3/32"-G.C.G.C.ALL TRIM PIECES AND CORNER GUARDS AS REQUIRED, FINISH TO MATCH.
REFER TO PLANS AND ELEVATIONS FOR LOCATION.
PT-1 PAINT - SALES AREA SHERWIN WILLIAMS ACRYLIC LAYTEX SW 7004 SW7004: SNOWBOUND EGGSHELL --G.C.G.C.REFER TO INTERIOR ELEVATIONS.
PT-2 PAINT - SALES AREA'S BASE AND TRIM SHERWIN WILLIAMS ACRYLIC LAYTEX SW 7004 SW7004: SNOWBOUND SEMI-GLOSS --G.C.G.C.REFER TO INTERIOR ELEVATIONS.
PT-3 PAINT - FITTING AREAS AND HALLWAY BENJAMIN MOORE SCUFF X -MATCH SW SNOWBOUND EGGSHELL --G.C.G.C.REFER TO INTERIOR ELEVATIONS.
PT-4 PAINT - FITTING AREAS AND HALLWAY'S BASE, TRIM AND DOORS BENJAMIN MOORE SCUFF X -MATCH SW SNOWBOUND SEMI-GLOSS --G.C.G.C.REFER TO INTERIOR ELEVATIONS.
PT-5 PAINT - CASHWRAP / BACKWRAP BENJAMIN MOORE SCUFF X 2132-10 BLACK SEMI-GLOSS --G.C.G.C.REFER TO INTERIOR ELEVATIONS.
PT-6 PAINT - NEUTRAL PIERS DUNN EDWARDS SPARTAZERO SZR020-0 CRISP WHITE SHIRT INTERIOR VELVET --G.C.G.C.REFER TO MALL SPECIFICATIONS AND MANAGEMENT PRIOR TO FINISHING.
PT-7 PAINT - BULK HEAD AND CEILING DUNN EDWARDS SPARTAZERO SXRO10-0 CRISP WHITE SHIRT INTERIOR FLAT --G.C.G.C.REFER TO MANAGEMENT FOR ADDITIONAL QUESTIONS.
PT-8 PAINT - SERVICE DOOR AND FRAME DUNN EDWARDS ASTROSHIELD ASHL50-0 DEEP ONYX INTERIOR / EXTERIOR
SEMI-GLOSS --G.C.G.C.PAINT TO BE ON EXTERIOR MALL SIDE OF DOOR. REFER TO DOOR SCHEDULE AND MANAGEMENT
FOR ADDITIONAL QUESTIONS.
CG-1 CORNER GUARD - NON-SALES AREAS TBD BY G.C.--SS ROUNDED CORNERS 48" X 1-1/2" X 1-1/2"NSF CERTIFIED G.C.G.C.INSTALLATION: MANUFACTURER RECOMMENDED ADHESIVE. MOUNTED ABOVE WALL BASE. 90°
1-1/2" ROUNDED 16ga. CORNER GUARD, 48" LENGTH.
CG-2 CORNER GUARD - SALES AREA TBD BY G.C.--CLEAR ROUNDED CORNERS 48" X 1-1/2" X 1-1/2",NSF CERTIFIED G.C.G.C.INSTALLATION: MANUFACTURER RECOMMENDED ADHESIVE. MOUNTED ABOVE WALL BASE. 90°
1-1/2" ROUNDED 16ga. CORNER GUARD, 48" LENGTH.
SF-1 POLISHED PLASTER - STOREFRONT ARMOURCOAT POLISH PLASTER P70 / P80 SPATULATA NATURAL WHITE -CLASS 1 G.C.G.C.REFER TO STOREFRONT ELEVATIONS. INSTALL FINISH PER MANUFACTURER'S SPECIFICATION AND
RECOMMENDATIONS.
LIGHTING SCHEDULE
REPRESENTATIVE CONTACT:JULIE GLESNE 206-455-5666 REACH OUT WITH ANY QUESTIONS.
TAG DESCRIPTION MANUFACTURER PRODUCT PRODUCT NUMBER STYLE COLOR SIZE DIM.FURNISHED BY INSTALLED BY NOTES
L-1P RECESSED FIXTURE - SALES AREA CORONET SUSPENDED LINEAR
DIRECT LIGHT
LS1-LP-XX-30-HIGH-UNV-D
B-W-AC-FL-NA-NA-NA 3000K, 800LM, 10W, 90 CRI WHITE 2.9"-3.5" H x 1.9"-3"W x 8'L 0-10 DIM PACSUN G.C.REMOTE DRIVERS (VERIFY AC CABLE LENGTH REQUIRED WITH SITE CONDITIONS.)
L-2T TRACK FIXTURE - SALES AREA CONTECH LIGHTING SURFACE MOUNT TRACK LT-8-P 120V WHITE 1-3/8"W x 11/16"H x 8' L -PACSUN G.C.
+L-2T TRACK FIXTURE - SALES AREA CONTECH LIGHTING -LT-2-P 120V MINI CONNECTOR WHITE --PACSUN
+L-2T TRACK FIXTURE - SALES AREA CONTECH LIGHTING -LA-12-P 90° CONNECTOR WHITE --PACSUN
+L-2T TRACK FIXTURE - SALES AREA CONTECH LIGHTING -LA-23T-R-P / REG6-P 5A CURRENT LIMITER PO --PACSUN
L-2TWW TRACK FIXTURE -LUMENTURE TRACK MOUNT WALL
WASH FIXTURE TWW-160-30H-1600-W-J 3000K, 1600LM, 17W,
90CRI, J TYPE ADAPTER WHITE -INC PACSUN
L-2TS TRACK ACCENT FIXTURE -LUMENTURE TRACK MOUNT ACCENT
LIGHT T50-30H-1100-15-W-J-SN 3000K, 1100LM, 14W, 90
CRI, J TYPE ADAPTOR WHITE -INC PACSUN G.C.15 DEGREE SPOT WITH SNOOT
L-4 PENDENT FIXTURE - FITTING ROOM HALWAY SONNEMAN KOMA TAISHO 2750.03-E 1 BULB, 75W, MEDIUM SATIN WHITE ALUMINUM 11"H x 9"D INC PACSUN G.C.MOUNT 7'-6" A.F.F. TO BOTTOM OF FIXTURE (VERIFY AC CABLE LENGTH REQUIRED WITH SITE
CONDITIONS.).
+L-4 FIXTURE LED LAMP SATCO -S8499 3000K, 1050LM, 12.5W, 90
CRI, A19, 120V LED LAMP -INC PACSUN
L-5S RECESSED LIGHT - FITTING ROOM SEASCAPE LUCA LED FLUSH MOUNT
LUCA FLUSH - WHITE LINEN
- 15X5 - 2 MEDIUM BASE
SOCKETS - 20W MAX
WATTAGE LABEL
2000LM, 20W MAX LABEL,
90 CRI WHITE LINEN SHADE
15"D x 3"H
TWO MEDIUM BASE
SOCKETS
INC PACSUN G.C.
+L-5 FIXTURE LAMP SATCO DIMMABLE LAMP S9704 3000K, 800LM, 10W, 90
CRI, A19, 120V --INC PACSUN
L-8 RECESSED LIGHT - STOCK ROOM & NON-SALES AREA VALRIYA 2'X4' TROFFER VA-TTR-24-40-3000K 3000K, 5000LM, 40W, 80
CRI WHITE 2' x 4'0-10V PACSUN G.C.
EM EMERGENCY LIGHT FIXTURE DUAL LITE EM LIGHT LZ2-03L 10W, 6V,WHITE 3W LED LAMPS N/A PACSUN G.C.CONTAINS LEAD CALCIUM BATTERY.
EX EXIT SIGN FIXTURE WITH GREEN LETTERS EXITRONIX SINGLE FACED EXIT SIGN S902-WB-SR-WB-GC-AG 10 TO 277 VAC
EDGE-LIT EXIT SIGN WITH
GREEN LETTERS, SINGLE
FACE FIELD INSTALLED
ARROWS SILVER TRIM
N/A PACSUN G.C.CONTAINS INTEGRAL BATTERY. UNIVERSAL MOUNTING.
(E)EXISTING LIGHT FIXTURE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ---EXISTING LIGHT FIXTURE TO REMAIN AS IS.
NOTES:
*REFER TO MANUFACTURE FOR INSTALL.
*REFER TO PLANS FOR LOCATION AND MOUNTING
*DIMMING CONTROLS SPECIFIER IS RESPONSIBLE FOR ALL DIMMING LOADS (ELV, MLV, 0 TO 10 ETC.) AND VERIFICATION OF LUMINAIRES DIMMING RANGE (1%,10% ETC.) *LIGHTING CONTROLS CONSIST OF WALL BOX DIMMERS AND OCC SENSORS, PROVIDED BY OTHERS.
SCHEDULES
A700
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
TRIM FINISH SCHEDULE
TAG DESCRIPTION MANUFACTURER PRODUCT PRODUCT NUMBER COLOR SIZE FLAME SPREAD /
SMOKE DEVT.FURNISHED BY INSTALLED BY NOTES
B-1 BASE AND TRIM - SALES AREA TBD BY G.C.MDF PAINTED PT-2 4" H -G.C.G.C.REFER TO ELEVATIONS FOR LOCATION AND DETAIL 9/A561.
B-2 WOOD BASE AND TRIM - FITTING AREA AND HALLWAY TBD BY G.C.MAPLE WOOD MATTE 4" H -G.C.G.C.REFER TO ELEVATIONS FOR LOCATION AND DETAIL 1/S561.
B-3 RUBBER COVE BASE - TOILET ROOM ROPPE 700 SERIES WALL BASE WHITE 6" H -G.C.G.C.REFER TO ELEVATIONS FOR LOCATION AND DETAIL 4/A561.
B-4 RUBBER COVE BASE - STOCK ROOM ROPPE 700 SERIES WALL BASE BLACK BROWN 6" H -G.C.G.C.REFER TO ELEVATIONS FOR LOCATION AND DETAIL 4/A561.
WD-1 WOOD BASE - CASHWRAP TBD BY G.C.-PAINTED TO MATCH -G.C.G.C.REFER TO ELEVATIONS FOR LOCATION AND DETAIL 1/A561.
STOREFRONT FINISH SCHEDULE
TAG DESCRIPTION MANUFACTURER PRODUCT STYLE COLOR SIZE FLAME SPREAD /
SMOKE DEVT.FURNISHED BY INSTALLED BY NOTES
MTL-1 METAL STOREFRONT SYSTEM TBD BY G.C.--CLEAR ANODIZED 11 OR SIMILAR -G.C.G.C.INSTALL AS SHOWN IN THESE PLANS. REFER TO STOREFRONT ELEVATIONS, SECTIONS AND DETAILS.
MTL-2 METAL STOREFRONT SYSTEM - NOT USED ------G.C.G.C.
THERMAL - STOREFRONT SYSTEM KAWNEER TRIFAB VERSAGLAZE 451T #14 CLEAR 2" X 4 1/2"-G.C.G.C.
NON-THERMAL - STOREFRONT SYSTEM KAWNEER TRIFAB VERSAGLAZE 451 #14 CLEAR 2" X 4 1/2"-G.C.G.C.
HURRICANE RESISTANT - STOREFRONT SYSTEM KAWNEER 1R 501 CENTERGLAZED #14 CLEAR 2 1/2" X 5"-G.C.G.C.
GRILLE SECURITY GRILLE - STOREFRONT QMI USA SOLID & ALUMINUM
SHUTTERS
STYLE 51 PUNCH
PATTERN,CLEAR ANODIZED 16'-0" X 10'-0"-G.C.G.C.TOP MOTORIZED STORE SAFE AL7, KEY SWITCH TO ACCEPT BEST 7 PIN CORE. INSTALL PER MANUFACTURE WHERE INDICATED
IN THESE PLANS. FINISH TO MATCH STOREFRONT SYSTEM. REFER TO DOOR SCHEDULE AND DETAILS FOR MORE INFORMATION.
FIXTURE SCHEDULE
TAG DESCRIPTION MANUFACTURE PRODUCT PRODUCT NUMBER MATERIAL FINISH SIZE FLAME SPREAD /
SMOKE DEVT.QUANTITY CONDITION FURNISHED BY INSTALLED BY NOTES
AB ACCESSORY BAR TBD BY OWNER ------NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
AC ACCESSORY CONSOLE TBD BY OWNER ------NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
BM-B BRANDY MELVILLE BENCH TBD BY OWNER ------NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
BM-T BRANDY MELVILLE TABLE TBD BY OWNER ------NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
BW BLACK WARDROBER TBD BY OWNER ------NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
CLOSER-1 DOOR CLOSER - SERVICE DOOR LAWRENCE LH816-US26 -POLISHED CHROME (625)NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
CT CONSOLE TAABLE TBD BY OWNER ------NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
DS-1 DOOR STOP - FITTING ROOMS BALDWIN WALL MOUNT CONVEX
FLUSH BUMPER 4015190 BRASS / RUBBER SATIN BLACK 1"DIAMETER x 1"D NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
DS-2 DOOR STOP - ADA FITTING ROOM DELTANA DOME DOOR STOP DSHP916U19 SOLID BRASS PAIN BLACK 2"L x 1-3/4"W x 1-3/8"H NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
DS-3 DOOR STOP - NON-SALES AREA DELTANA DOME DOOR STOP DSHP9116U26 SOLID BRASS POLISH CHROM (US26)2"L x 1-3/4"W x 1-3/8"H NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
DT DENIM TABLE TBD BY OWNER ------NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
GP GRID PLATFORM TBD BY OWNER REFER TO PLAN AND ELEVATIONS FOR LOCATION.
HOOK-1 COAT HOOKS - FITTING ROOMS MOEN TRIVIA SINGLE ROBE
HOOK BP1803BL -MATTE BLACK 2"W x 2-5/16"H x 2-1/4"D NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
LN LARGE NESTER TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION.
LVS-1 LEVER SET - FITTING ROOMS YALE LOCKS PRIVACY LEVER SET YALE 4602LN -BLACK SUEDE POWDER
COAT
BACKSET: 2-3/4"
LATCH: 1-1/8" X 2-1/4"
FACE, 1/2" THROW
UL-cUL FIRE RATED UP
TO 3-HOURS NEW PACSUN G.C.3 YEAR WARRANTY PER MGF.
REFER TO HW2 ON SHEET A611 FOR MORE INFORMATION.
LVS-2 LEVER SET - NON-SALES ARROW LOCK STORE ROOM LEVER SET RL-12-SR-IC-26D-R62-R71 -US26D SATIN CHROME NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
MC METAL CUBE TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION. REFER TO DETAILS FOR MOUNTING TYPE.
MR MANNEQUIN RISER TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION. REFER TO DETAILS FOR MOUNTING TYPE.
MM MEN'S FULL FORM MANNEQUIN TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION. REFER TO DETAILS FOR MOUNTING TYPE.
MI BODY MIRROR TBD BY OWNER --MIRROR BLACK 3'-0"W x 6'-0"L
MOUNTED 20" MAX. A.F.F.G.C.G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION. REFER TO DETAILS FOR MOUNTING TYPE.
PULL-1 DOOR PULL - MAIN ENTRY ROCKWOOD OFFSET SINGLE BAR SET BF15747CT3 315 ALUMINUM BLACK ANODIZED
PUSH 2-3/4", PULL 3-1/2",
1" D THICKNESS
33" CTC X 10" CTC
NEW PACSUN G.C.1-3/4" CLEARANCE. REFER TO PLANS AND ELEVATIONS FOR LOCATION.
RI RISER NESTER TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION.
RTN ROUND TABLE WITH NESTERS TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION.
SC STONE CUBE TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION.
SMF SMALL MINI FEATURE WALL TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION.
TEE TEE TABLE TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION.
TS T-STAND TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION.
TWW TALL WHITE WARDROBE TBD BY OWNER -----REFER TO PLAN AND ELEVATIONS FOR LOCATION.
F-1 MIRROR - FITTING ROOMS TBD BY G.C.--BLACK 1" FRAME 6'-0" H x 3'-0" W -NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION. REFER TO DETAILS FOR MOUNTING TYPE.
F-2 MIRROR - FITTING ROOM HALLWAY MIRROR TBD BY G.C.--BLACK 1" FRAME 7'-0" H x 3'-0" W -NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION. REFER TO DETAILS FOR MOUNTING TYPE.
F-3 MIRROR - SALES TBD BY G.C.--BLACK 1" FRAME 7'-0" H x 2'-0" W -NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION. REFER TO DETAILS FOR MOUNTING TYPE.
F-4 MIRROR - SALES TBD BY G.C.--BLACK 1" FRAME 7'-0" H x 1'-0" W -NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION. REFER TO DETAILS FOR MOUNTING TYPE.
F-5 MIRROR - SALES TBD BY G.C.--BLACK 1" FRAME 7'-0" H x 1'-6" W -NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION. REFER TO DETAILS FOR MOUNTING TYPE.
FRB FITTING ROOM BENCH - ADA TBD BY OWNER 17-19"H x 24"W x 48"L NEW REFER TO PLAN AND ELEVATIONS FOR LOCATION.
FRS FITTING ROOM STOOL TBD BY OWNER NEW REFER TO PLAN AND ELEVATIONS FOR LOCATION.
WM WOMEN'S FULL FORM MANNEQUIN NEW REFER TO PLAN AND ELEVATIONS FOR LOCATION.
WW WHITE WARDROBER TBD BY OWNER -NEW PACSUN G.C.REFER TO PLAN AND ELEVATIONS FOR LOCATION.
SCHEDULES
A701
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/03/23
2
2
2
TRANSFORMER
L-9
L-1S
L-1S
L-1S
L-1S
L-1S
L-9 L-9
L-9L-9L-9
L-9 L-9 L-9
L-9L-9
L-6S
L-6S
L-6S
L-6
L-6
L-5 L-5 L-5 L-5 L-5
L-5L-5L-5L-5
L-5
L-5
L-1
L-1
L-6
L-10
L-10
L-10
L-10
L-10
L-10
LE
D
E
X
I
T
S
I
G
N
LE
D
EX
I
S
T
I
N
G
LE
D
E
X
I
T
S
I
G
N
LE
D
EXI
S
T
I
N
G
LED EXIT SIGN
LED
EXISTING
LED EXIT SIGNLED
EXISTING
LED EXIT SIGN LED
EXISTING LED EXIT SIGN LED
EXISTING
L-7L-7
L-7 L-7
L-7 L-7
L-7
L-7 L-7 L-7
L-10 L-10
L-4
L-4L-4L-4
FITTING ROOMS
253 SQ. FT.
@ 9'-6" A.F.F.
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/25/23
07/24/23 BUILDING COMMENTS
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
KR22609
36618REGISTERED P R O FESSIONAL
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MECHANICAL SCHEDULES,
PLANS, AND DETAILS
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
KR22609
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ELECTRICAL
SPECIFICATIONS &
SYMBOLS
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
HK22609
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
6/
3
0
/
2
3
E0.2
ELECTRICAL INTERIOR
LIGHTING T-24
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
HK22609
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/25/23
07/24/23 BUILDING COMMENTS
7/25/23
7328 E. STETSON DR.
PATRICK CRONAN
SCOTTSDALE, AZ 85251 480-626-7270
07/25/2023
PATRICK CRONAN
7328 E. STETSON DR.
SCOTTSDALE, AZ 85251 480-626-7270
07/25/2023
22197
ARDEBILI ENGINEERING
ARDEBILI ENGINEERING
Santa Anita, CA
Santa Anita, CA
ENTIRE SHEET
E0.3
ELECTRICAL LIGHTING
CONTROL DEVICE CUT
SHEETS
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
HK22609
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
6/
3
0
/
2
3
DIMMABLE
OCCUPANCY
SENSOR
SWITCH
DIMMABLE
OCCUPANCY
SENSOR
SWITCH
(CONT'D)
DIMMING
POWER
PACK
DIMMING
POWER
PACK
(CONT'D)
LOW
VOLTAGE
CEILING
SENSOR
LOW
VOLTAGE
CEILING
SENSOR
(CONT'D)
OCCUPANCY
SENSOR
SWITCH
OCCUPANCY
SENSOR
SWITCH
(CONT'D)
OVERRIDE
SWITCH
OVERRIDE
SWITCH
(CONT'D)
E1.0
LIGHTING FLOOR PLAN
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
HK22609
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/25/23
07/24/23 BUILDING COMMENTS
7/25/23
0.5
0.5
0.1
0.4
0.9
1.2
0.1
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.2
1.6
0.3
1.6
1.0
0.1
0.1
0.1
0.6
3.0
0.7
0.3
0.1
0.9
0.1
0.1
2.1
2.5
0.3
0.3
0.1
1.4
0.1
0.1
0.4
0.4
0.4
0.2
0.2
0.1
0.2
0.6
0.2
0.1
0.4
0.5
0.2
0.4
2.7
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.3
4.7
0.6
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
4.3
0.3
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.3
0.2
0.1
0.2
0.3
0.3
0.2
0.2
0.3
4.7
0.1
0.1
0.1
0.3
1.8
3.3
0.4
0.2
0.2
0.3
0.1
0.1
0.1
0.3
1.9
3.5
0.5
0.2
0.2
0.2
0.1
0.2
0.4
0.5
0.7
0.6
0.3
0.2
0.2
0.4
4.4
4.3
0.5
3.0
0.6
0.6
0.3
0.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.8
EM @ 10'
EM @ 10'
EM @ 10'
EM @ 10'EM @ 10'
EM @ 9'
EM @ 9'
EM @ 9'
EM @ 10'
EM @ 10'
EM @ 12'EM @ 12'EM @ 12'
EM @ 12'
EM @ 12'
EM @ 12'EM @ 12'
EM @ 12'
EM @ 12'
EM @ 12'EM @ 12'
EM @ 12'
EM @ 12'
EM @ 12'
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone #1 0.6 fc 4.8 fc 0.0 fc N/A N/A
Schedule
Symbol Label Quantity Manufacturer Catalog Number Description Number
Lamps
Lumens
Per Lamp
Light Loss
Factor Wattage
EM
24 DUAL-LITE LZxx-03L LED EMERGENCY LUMINAIRE 1 155 1 3
E1.1
EMERGENCY LIGHTING
PHOTOMETRIC PLAN
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
HK22609
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
6/
3
0
/
2
3
MW
FRIDGE
LOCKERS
HA
R
D
W
A
R
E
B
I
N
24x48
24x48
LA
D
D
E
R
S
BA
R
B
I
N
PR
O
C
E
S
S
I
N
G
D
E
S
K
+4
2
"
A
.
F
.
F
.
24x48
24x48
24x48
24x48
24x48
24x48
E2.0
POWER FLOOR PLAN
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
HK22609
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
07/25/23
07/24/23 BUILDING COMMENTS
7/25/23
E3.0
ONE-LINE DIAGRAM
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
HK22609
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
6/
3
0
/
2
3
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
KR22609
36618REGISTERED P R O FESSIONAL
E
N
G
I
N
E
ER
FA IS A L H ELHAL
I
S
M
ECHA N I C A LS
T
A
TE OF CA L I F O R NIA
6/
2
9
/
2
3
P0.1
PLUMBING SCHEDULES
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
KR22609
36618REGISTERED P R O FESSIONAL
E
N
G
I
N
E
ER
FA IS A L H ELHAL
I
S
M
ECHA N I C A LS
T
A
TE OF CA L I F O R NIA
6/
2
9
/
2
3
P0.2
PLUMBING TITLE-24
COMPLIANCE
MW
FRIDGE
B.O.H.
824 SQ. FT.
@ 11'-0" A.F.F.
HALLWAY
152 SQ. FT.
@ 9'-6" A.F.F.
FITTING ROOMS
253 SQ. FT.
@ 9'-6" A.F.F.
TRANSFORMER
TOILET ROOM
63 SQ. FT.
TOILET ROOM
63 SQ. FT.
PR
O
C
E
S
S
I
N
G
D
E
S
K
+4
2
"
A
.
F
.
F
.
24x48 24x48 24x48 24x48
24x48 24x48 24x48 24x48 24x48
24x48
24x48 24x48 24x48 24x48 24x4824x4824x4824x4824x48
HA
R
D
W
A
R
E
B
I
N
BA
R
B
I
N
LA
D
D
E
R
S
24x48
24x48 24x48 24x48
HA
R
D
W
A
R
E
B
I
N
BA
R
B
I
N
LOCKERS
DSL
MW
FRIDGE
B.O.H.
824 SQ. FT.
@ 11'-0" A.F.F.
HALLWAY
152 SQ. FT.
@ 9'-6" A.F.F.
FITTING ROOMS
253 SQ. FT.
@ 9'-6" A.F.F.
TRANSFORMER
TOILET ROOM
63 SQ. FT.
TOILET ROOM
63 SQ. FT.
PR
O
C
E
S
S
I
N
G
D
E
S
K
+4
2
"
A
.
F
.
F
.
24x48 24x48 24x48 24x48
24x48 24x48 24x48 24x48 24x48
24x48
24x48 24x48 24x48 24x48 24x4824x4824x4824x4824x48
HA
R
D
W
A
R
E
B
I
N
BA
R
B
I
N
LA
D
D
E
R
S
24x48
24x48 24x48 24x48
HA
R
D
W
A
R
E
B
I
N
BA
R
B
I
N
LOCKERS
DSL
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
KR22609
36618REGISTERED P R O FESSIONAL
E
N
G
I
N
E
ER
FA IS A L H ELHAL
I
S
M
ECHA N I C A LS
T
A
TE OF CA L I F O R NIA
6/
2
9
/
2
3
P1.0
PLUMBING FLOOR PLANS
ISSUE DATE: 05/01/2023
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
DATE
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
TITLE:
SHEET NUMBER:
STORE NO. 37
LANDLORD:
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
X
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
Project Number: | Project Manager:
7328 E Stetson Dr., Scottsdale, AZ 85251
P: 480.626.7072 | ardebilieng.com
KR22609
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P2.0
PLUMBING
SPECIFICATIONS
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
DATE
TITLE:
SHEET NUMBER:
LANDLORD:
X
CARUSO TURLEY SCOTT INC
Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX)
1215 West Rio Salado Parkway, Suite 200
consulting structural engineers
www.ctsaz.com
ISSUE DATE: 05/01/2023
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
STORE NO. 37
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
G.S.N.
S1.1
GENERAL STRUCTURAL NOTES Applies unless noted otherwise on drawingsABBREVIATIONS
DA V I D S . TROX
E
L
L
06-27-23
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
DATE
TITLE:
SHEET NUMBER:
LANDLORD:
X
CARUSO TURLEY SCOTT INC
Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX)
1215 West Rio Salado Parkway, Suite 200
consulting structural engineers
www.ctsaz.com
ISSUE DATE: 05/01/2023
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
STORE NO. 37
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
FLOOR AND
CEILING FRAMING PLAN
S2.1
SCALE:1/4" = 1'-0"SCALE:1/4" = 1'-0"
DA V I D S . TROX
E
L
L
06-27-23
WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED
DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE
CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS.
REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY
INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT
TO THE TENANT'S REPRESENTATIVE. REPORT DISCREPANCIES
DURING BIDDING PROCESS AND BEFORE START OF
CONSTRUCTION. CHANGE ORDERS NEED TO BE APPROVED BY
TUMI CONSTRUCTION MANAGER FOR ISSUES ARISING FROM
THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS
AND THE EXISTING CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK.
CONTRACTOR'S NOTES:
REVISION
LOCATION:
PROJECT INFORMATION:
ARCHITECTURAL SEAL:
CONSULTANTS (ENGINEER):
DATE
TITLE:
SHEET NUMBER:
LANDLORD:
X
CARUSO TURLEY SCOTT INC
Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX)
1215 West Rio Salado Parkway, Suite 200
consulting structural engineers
www.ctsaz.com
ISSUE DATE: 05/01/2023
AREA: 5,294 SQ. FT.
REVIEWED BY: JN
PROJECT NUMBER: 8566 - 22
DRAWN BY: EM / AD
THE SHOPS SANTA ANITA
DONNA GUERRERO
(626) 462-8510
400 SOUTH BALDWIN AVE., SUITE 231,
ARCADIA, CALIFORNIA 91007
THE SHOPS AT SANTA ANITA
400 SOUTH BALDWIN AVENUE,
SPACES H-12, H-13, AND H-14
ARCADIA, CALIFORNIA 91007
STORE NO. 37
05/02/23 LANDLORD COMMENTS
06/20/23 BUILDING COMMENTS
DETAILS
S3.1
DA V I D S . TROX
E
L
L
06-27-23