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L ABBREVIATION LEGEND ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ABOVE FINISHED FLOOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARCHITECTURAL AMERICAN SOCIETY OF TESTING AND MATERIALS AMERICAN WELDING SOCIETY BELOW FINISHED FLOOR BLOCK LINTEL BOTTOM OF BOTTOM OF STEEL BEARING CONTROL JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS DIAMETER ELECTRICAL DISTRIBUTION CENTER EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL EQUAL EACH WAY FOUNDATION FINISHED FLOOR FIBER REINFORCED PLASTIC FAR SIDE FOOTING GAUGE GENERAL CONTRACTOR GYPSUM BOARD HANDICAP HORIZONTAL HEADED STUD ANCHOR INFORMATION ISOLATION JOIST BEARING ELEVATION JOIST JOINT KIPS PER SQUARE INCH LENGTH POUNDS LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL MAXIMUM MECHANICAL MECHANICAL ELECTRICAL PLUMBING MINIMUM MISCELLANEOUS MASONRY OPENING METAL NOT IN CONTRACT NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND POWDER ACTUATED FASTENER POUNDS PER CUBIC FOOT PLASTIC LAMINATE PLATE PREMOLDED EXPANSION JOINT POUNDS PER SQUARE INCH POUNDS PER LINEAR FOOT QUANTITY REFER TO REINFORCING REQUIRED REVERSE ROUGH OPENING ROOF TOP UNIT SCHEDULE STEEL DECK INSTITUTE SIMILAR STEEL JOIST INSTITUTE SPECIFICATIONS STRUCTURAL TOP AND BOTTOM THICKNESS TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF GRADE BEAM TOP OF MASONRY TOP OF PAVING TOP OF STEEL TRANSVERSE TYPICAL VERTICAL WALMART GENERAL ABBREVIATIONS AB ACI AFF AISC ARCH ASTM AWS BFF BL BO BOS BRG CJ CL CLR CMU COL CONC CONST CONT DIA EDC EIFS EJ EL ELEC EQ EW FDN FF FRP FS FTG GA GC GYP BD HC HORIZ HSA INFO ISO JBE JST JT KSI L LB LLH LLV LONG MAX MECH MEP MIN MISC MO MTL NIC NO NS NTS OC OD OH PAF PCF PLAM PL PMEJ PSF PSI QTY REF REINF REQD REV RO RTU SCHED SDI SIM SJI SPECS STRUC T&B THK TO TOC/TC TOF TOGB TOM TOP/TP TOS TRANS TYP VERT WM ABBR DEFINITION UNO UNLESS NOTED OTHERWISE PLF POUNDS PER SQUARE FOOT GM GENERAL MERCHANDISE GROCERYGR MASONRY ELEVATIONME MECHANICAL AIR UNITMAU EXHAUST FANEF CONDENSING UNITCU FIELD VERIFYFV ELECTRIC WATER COOLEREWC EXISTING TO REMAINETR ADA AMERICANS WITH DISABILITIES ACT DIRECTS SHIPPING DELIVERYDSD ADJ ADJACENT HIGH DEFINITION TELEVISIONHDTV HOLLOW STRUCTURAL SECTIONHSS PVC POLYVINYL CHLORIDE ACRYL ACRYLIC PLASTICPLAST TEMPEREDTEMP ELECTRONIC ARTICLE SURVEILLANCEEAS REFRIGERATION CONTRACTORRC STANDARDSTD ABOVE FINISHED GRADEAFG SANITARY COVE BASESCB STAINLESS STEELSS PHARMACY PAINT FIX CLEANRXPFC VISION CENTER PAINT FIX CLEANVCPFC WIDTHW HEIGHTHT PAINT, FIX, CLEANPFC MANUFACTURERMFR LUXURY VINYL TILELVT EXPOSED CONCRETEEC DEFINITION LEGEND FINAL MERCHANDISE PLAN -FINALIZED MERCHANDISE PRINT FROM WM ALSO REFERRED TO AS THE DEAL BOX COPY SYMBOLS LEGEND 2-A2 10.1 X-XX 100 A6 101 A M 100'-0" FF EL 100'-0" X.XX 100 X.XX X.XX X.XX X.XX X.XX X.XX X.XX X.XX 5 A2 5 A2 KEYNOTE INDICATOR FULL AND PARTIAL SECTION INDICATOR EXTERIOR AND INTERIOR ELEVATION INDICATOR ROOM NAME AND NUMBER COLUMN LINE INDICATOR HEIGHT ELEVATION INDICATOR PLAN ELEVATION INDICATOR ENLARGED DETAIL INDICATOR PARTITION TYPE INDICATOR COLOR INDICATOR DOOR INDICATOR WINDOW INDICATOR DETAIL INDICATOR REFERENCE AT KEYNOTE INDICATOR TV MONITOR A KEYNOTE OR BLOCK OF KEYNOTES WITH A LEADER ATTACHED APPLY SPECIFICALLY TO THE ITEM, AREA, OR SURFACE TO WHICH THE LEADER IS POINTING IN ADDITION TO THE ROOM FINISH SCHEDULE, A KEYNOTE OR BLOCK OF KEYNOTES ATTACHED TO THE ROOM NAME TAG APPLY TO THE ENTIRE ROOM SALES A SALES P3 2-A2 SITE VERIFICATION REQUIREMENTS: GENERAL CONSTRUCTION REQUIREMENTS: DEMOLITION REQUIREMENTS: 1. THE ARCHITECT HAS PREPARED THESE DRAWINGS BASED ON THE EXISTING BUILDING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRATOR TO VERIFY ALL THE EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UTILITIES. 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING PARAPETS, SCUPPERS AND ROOF DRAINS), AND JOIST BEARING ELEVATIONS PRIOR TO THE FABRICATION OF ANY STRUCTURAL ITEMS. IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF STRUCTURAL STEEL FABRICATION BY THE GENERAL CONTRACTOR, STEEL FABRICATOR, OR JOIST MANUFACTURER MEANS ACCEPTANCE OF THE EXISTING CONDITIONS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF A BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY AND MAINTAIN (REPAIR IF DAMAGED) EXISTING IRRIGATION SYSTEMS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 5. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL PROPERTY LINES, EASEMENTS, SETBACKS AND RESTRICTIONS. A REGISTERED SURVEYOR SHALL ESTABLISH ALL PROPERTY LINES AND SETBACKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND CLEARLY FLAG PROPERTY LINES AND SETBACKS. IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES. 6. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 7. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS, STAIRS, SIDEWALKS, FLATWORK OR PAVING ARE INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC., TO ACCOMMODATE THE REQUIRED RAMP SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WALMART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS. 8. NOT USED. 9. NOT USED. 10. NOT USED. 11. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS. 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251. 5. NOT USED. 6. NOT USED. 7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK. 8. REFER DETAILS 2,3,4,5 AND 6-D1 WHEN DEMOLITION REQUIRES THE USE OF A DUSTWALL. 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE, CABC AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION (AHJ). 2. PROVISIONS REGARDING THE USE OF GAS AND DIESEL EQUIPMENT WITHIN AN ENCLOSED BUILDING, FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE 3. PROVISIONS REGARDING CORDS FOR ELECTRICAL EQUIPMENT AND ROUTING OF EQUIPMENT CORDS AND HOSES, FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE 4. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO REVIEW THESE DOCUMENTS DOES NOT RELIEVE THE SUBCONTRACTOR OF ANY RESPONSIBILITY FOR PERFORMING WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 5. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 6. ANY DAMAGE TO WALMART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE. 7. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY EXTERIOR WALL. 8. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION. 9. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES AS REQUIRED SHOWN OR NOT SHOWN, FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 10. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS TO MAINTAIN NORMAL STORE OPERATIONS AND AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION. 11. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN ORDER TO PERFORM WORK, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND APPROPRIATE MEANS OF ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE. 12. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WALMART CONSTRUCTION MANAGER. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 14. NOT USED. 15. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE STRUCTURAL ENGINEER/ARCHITECT FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 16. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. 17. NOT USED. 18. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 19. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 20. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE AT A MINIMUM. COORDINATE UTILITY DISRUPTIONS WITH THE STORE MANAGER. SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: CO N S U L T A N T S ST I P U L A T I O N F O R R E U S E PR O T O : JO B N U M B E R : TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . SEAL: 5/ 2 0 / 2 0 2 4 7 : 5 5 : 5 6 A M N1 GENERAL INFORMATION ATL 23 8 0 3 SA N T A A N A , C A 02 / 0 2 / 2 4 02/02/24 ST O R E N O : 2 5 1 7 13 5 12/15/23 SA N T A A N A , C A RD 36 0 0 W M C F A D D E N A V E , S A N T A A N A , C A 9 2 7 0 4 ISSUE BLOCK A1 Addendum1 02/22/2024 A1 LAOFCIF ANIRO RENEWAL DATE L I CENSE D A R CHITE C T PAGE WINKLER 9-30-2025 C-31839 STATE 05.17.2024 3600 W McFadden Ave - 1011183846/20/2024