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100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 40138887 - Plan
Rentable Area Legend 1072 SF 1072 SF RSF Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:40:05 PM 1/16" = 1'-0" 8/ 2 / 2 0 2 4 5 : 4 0 : 0 5 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A0 COVER SHEET 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 100 N.HARBOR BLVD. SUITE C - 3 SANTA ANA CA 92703 PARCEL # (APN):198-061 -25 LEGAL DESCP:S TWP 5 RGE 10 SEC 9 T 5 R 10 SEC 9 POR SE1/4 SUITE SQFT:1072 SF (LEASABLE SQFT) 831 SQFT (USABLE SQFT) YEAR: BUILT:- PROPOSED USE TYPE:RESTAURANT BUILDING OCCUPANCY :B OCCUPANCY LOAD PER TABLE: 25 PER TABLE 508.4 NO SEPARATION NEEDED CONSTRUCTION TYPE:VB (NON-SPRINKLERD BUILDING) STORIES:1 STORE OPERATIONS: 3-4 EMPLOYEES PER SHIFT ON AVERAGE THIS LOCATION IS FOCUSED ON TAKEOUT/DELIVERY, SO SINGLE-USE UTENSILS. SCOPE OF WORK: 1. TENANT IMPOVEMENT BUILD OUT: NEW PIZZA WALK IN RESTAURANT, NO DINE IN. NEW PLUMBING, ELECTRICAL, AND MECHANICAL PER MEP PLANS. NO STRUCTURAL WORK INSTALL NEW GREASE INTERCEPTOR PER OSD S -11c NEW ROOF MOUNTED HVAC UNIT, PER MECH. PLANS DEFERRED SUBMITTAL: HOOD AMEREX SYSTEM AND EXTINGUISHERS SHEET INDEX Sheet # Sheet Name A0 COVER SHEET A0.1 Green Building A0.2 Green Building A0.3 Green Building A0.4 MENU INFO & HEALTH DEPT. NOTES A0.10 CODE / ACCESSIBILITY PLAN A0.20 SITE DETAILS A1 SITE PLAN A1.1 EXISTING PLAN / DEMO PLAN A2 FLOOR PLAN A3 R.C.P. A3.1 SUSPENDED CEILING ICC A4 FINISH PLAN A5 ENLARGED RESTROOM PLANS A5.1 INTERIOR ELEVATIONS & SECTION A5.2 ARCH DETAILS A6 EQUIPMENT PLAN A6.1 WALK IN COOLER A7 ROOF PLAN A7.1 LINE OF SIGHT A951 TYP. SUSP. ACOUSTICAL CEILING DETAILS AW1 METAL STUD INFO. GN GENERAL NOTES S1 STRUCTURAL PLAN SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS VICINITY MEP INDEX Sheet # Sheet Name E100 SYMBOLS AND LEGEND E101 GENERAL NOTES E102 GENERAL NOTES E103 GENERAL NOTES E200 LIGHTING PLAN E300 SINGLE LINE DIAGRAM E301 ELECTRICAL PANEL SCHED. E400 T-24 E401 ELEC. T24 EH100 HOOD INFO EH101 HOOD INFO M100 MECHANICAL LEGEND & SYMBOLS M101 GENERAL NOTES M102 GENERAL NOTES M103 GENERAL NOTES M200 HVAC PLAN M201 HVAC DETAILS M202 HVAC DETAILS M203 WALK IN COOLER M204 WALK IN COOLER M205 WALK IN COOLER M300 MECH T24 M301 MECH T24 MH100 HOOD INFO MH101 HOOD INFO MH102 HOOD INFO MH103 HOOD INFO FIRE SPRINKLER T.I. & AUTOMATIC EXTINGUISING SYSTEM: NOT AT THIS SITE NOTE: 20. UPON COMPLETION OF THE JOB, THE GENERAL CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSPECTION OF SATISFACTORY COMPLETION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN CONFORMANCE WITH ANY CODE OR CODES OF FEDERAL, STATE, COUNTY OR MUNICIPALITY HAVING JURISDICTION OVER SUCH WORK. ALL APPPLICABLE REQUIREMENTS IN THESE REGULATIONS SHALL BE FOLLOWED TO SAME AS IF NOTED ON THE DRAWINGS. CONFLICTS BETWEEN WORK SET FORTH ON THE DRAWINGS AND BUILDING CODES, LAWS OR REGULATIONS NOTED BY THE GENERAL CONTRACTOR SHALL BE SUBMITTED TO THE DESIGN TEAM FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. 22. THE CONTRACTOR SHALL, AT ALL TIMES KEEP PREMISES FREE FROM ACCUMULATION OF DEBRIS CAUSED BY HIS OR HER OPERATION. AT THE COMPLETION OF THE WORK, HE OR SHE SHALL CLEAN ALL GLASS SURFACES AND LEAVE THE WORK BROOM CLEAN. 23. THE GENERAL CONTRACOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT AND OTHER ITEMS NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, CALLED FOR, OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 24. WHERE WORK OR EQUIPMENT IS INDICATED N.I.C., SUCH WORK AND/OR EQUIPMENT SHALL BE PROVIDED BY OTHERS. THE CONTRACTOR SHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION. 25. ALL REQUESTS FOR CLARIFICATION OF THESE DRAWINGS SHALL BE DIRECTED TO THE DESIGN TEAM. 26. ALL DRAWINGS AND NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ANY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. 27. NOT USED 28. THE CONTRACTOR SHALL PROVIDE AN APPROVED FIRE STOP MATERIAL TO MAINTAIN THE 1 HOUR RATING AT ALL ELECTRICAL AND MECHANICAL/ PIPING PENETRATIONS THROUGH TENANT PARTY WALLS, CEILINGS, FLOOR OR ANY OTHER LOCATIONS AS REQUIRED BY LOCAL CODES. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ACTUAL FLOOR TRUSS LAYOUTS AND QUANTITY IN ORDER TO ALLOW WASTE AND SUPPLY PIPING AND DUCTS TO SERVE UNITS AS SHOWN. 30. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 31. PLANS SHALL BE SIGNED BY SOILS ENGINEER WHEN REPORTS ARE REQUIRED. 32. NOTWITHSTANDING ANY PROVISIONS IN THESE SPECIAL CONDITIONS, GENERAL CONDITIONS OR ANY OTHER MATTERS SPECIFIED IN THE PLANS AND THE SPECIFICATIONS, THE CONTRACTOR IS HEREBY NOTIFIED THAT REPORTS OF GEOTECHNICAL INVESTIGATIONS ARE NOT INCLUDED WITHIN THE SPECIFICATIONS . THE DESIGN TEAM/OWNER MAKES NO REPRESENTATION OR WARRANTY AS TO THE ACCURACY OF THE DATA, THE SOIL AND ROCK MATERIAL ENCOUNTERED, OR THE DIFFICULTY OF EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF OR HERSELF WITH THE SITE, VERIFYING THE DATA AND SATISFYING HIMSELF/HERSELF AS TO THE TYPE, NATURE AND QUANTITIES OF ALL MATERIALS TO BE EXCAVATED. ALL TRENCHING AND EXCAVATING OF MATERIALS ENCOUNTERED, EQUIPMENT OR METHODS REQUIRED FOR EXCAVATION WILL BE UNCLASSIFIED AND THE COST THEREOF SHALL BE CONSIDERED AS BEING INCLUDED IN LUMP SUM BID. NO EXTRA PAYMENT OR CHANGE ORDERS WILL BE ALLOWED FOR EXCAVATION. 1. THE CONSTRUCTION SHALL BE IN CONFORMATION WITH THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE BEFORE COMMENCING WORK 3. OMISSION OR CONFLICTS BETWEEN THE DRAWINGS, NOTES AND DETAILS, SHALL BE BROUGHT TO THE ATTENTION 4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 6. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. DO NOT SCALE DRAWINGS. 7. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED ON ALL BEAMS, WALLS, ETC., ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. 8. CONTRACTOR AGREES THAT HE OR SHE SHALL ASSUME SOLE AND COMPLETE RESPONCIBILITY FOR SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND DESIGN TEAM HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK IN THIS PROJECT. 9. CONTRACTOR SHALL USE EXTREME CARE AND CAUTION DURING CONSTRUCTION SO AS NOT TO DAMAGE ANY EXISTING FACILITIES, PAVING, EQUIPMENT, LANDSCAPE, ETC. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING FACILITIES SHALL BE REPAIRED TO THE SATISFACTION OF AND AT NO EXPENSE TO THE OWNER. 10. ALL DIMENSIONS ARE FACE OF STUD TO FACE OF STUD (F.O.S.) UNLESS OTHERWISE NOTED. 11. PROVIDE SOLID BLOCKING AS REQUIRED FOR ALL WALL MOUNTED AND WALL HUNG EQUIPMENT. 12. ALL WALL PARTITIONS SHALL EXTEND TO THE STRUCTURE ABOVE UNLESS NOTED OTHERWISE. 18. GENERAL CONTRACTOR OR HIS OR HER SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFICATION AND 19. IT SHALL BE THE RESPONCIBILITY OF THE GENERAL CONTRACTOR TO DISTRIBUTE ADEQUATE COPIES OF ALL DRAWINGS TO ALL TRADES FALLING UNDER THEIR RESPONCIBILITY AT ALL TIMES DURING THE PROGRESS OF THE JOB. MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS THEY ARE TO BE REUSED, RELOCATED, STORED 15. CONTRACTOR SHALL SUPPLY ONE (1) SET OF AS-BUILTS CONSTRUCTION DOCUMENTS TO THE OWNER, WHICH 16. THE CONTRACTOR SHALL NOTE THAT THERE SHALL BE NO SUBSTITUTIONS FOR ANY MATIERIAL WHERE SPECIFIC MANUFACTURERS ARE SPECIFIED. WHERE APPROVED EQUAL IS USED IT SHALL BE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE BY JUDGEMENT AND APPROVAL OF THE ENGINEER, AND NOTIFICATION SHALL BE MADE PRIOR TO ORDERING 17. MANUFACTURERS OF MATERIALS OTHER THAN THOSE SPECIFIED ON THESE PLANS SHALL MEET THE SPECIFIC 13. CONTRACTOR SHALL COMPLETELY REMOVE ALL DEMOLISHED MATERIALS FROM THE SITE. ALL DEMOLISHED SHALL INCLUDE PLANS AND SPECIFICATIONS. APPROVALS OF SUBSTITUTED MATERIALS AS REQUESTED BY GOVERNING AGENCIES. 14. PROPERLY PREPARE AND READY ALL SURFACES TO RECEIVE FINISH MATERIALS. REQUIREMENTS OF GOVERNING AGENCIES HAVING JURISDICTION OVER THIS PROJECT. (I.E. REVISIONS). AND/OR INSTALLATION. 5. TYPICAL DETAILS SHOWN APPLY WHERE NO SPECIAL DETAIL IS SHOWN. ON SITE OR AS OTHERWISE NOTED. AND REQUIREMENTS OF THE GOVERNING AGENCY WITH JURISDICTION. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL OF THE FOLLOWING CONDITIONS: AND SHALL IMMEDIATELY REPORT ANY DISCREPANCIES TO THE DESIGN TEAM. OF THE DESIGN TEAM AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 33. THE MEANS OF EGRESS SERVING ANY OCCUPIED PORTION OF THE BUILDING SHALL BE ILUMINATED TO AN INTENSITY OF NOT LESS THAN ONE (1) FOOT CANDLE AT THE FLOOR LEVEL. IN THE EVENT OF POWER SUPPLY TO THE ILLUMINATION POWER SUPPLY, AUTOMATIC ILLUMINATION SHALL BE PROVIDED BY A BATTERY BACK-UP SYSTEM. TO THE CALIFORNIA BUILDING CODE. 34. THE PATH OF EXIT TRAVEL TO AN WITHIN EXITS IN A BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA ENERGY STANDARDS CODE (CESC) ABBREVIATIONS SYMBOLS 1. THIS PROJECT SHALL COMPLY WITH TITLE 24 SECTION REFERENCE DETAIL REFERENCE DOOR NUMBER WINDOW NUMBER KEY NOT E NUMBER REVISIONGRI D OR COLUM N LINE ROOM NUMBER INTERIOR ELEVATION MATC H LINE NORT H POINT EXISTING CONTOURS FINISH ELEVATION EXHAUST FAN N SECTIO N NUMBE RSHEET NUMBE RDETAIL NUMBE RSHEET NUMBE R CLOUD AROUND REVISE D AREA MATCH LINE NUMBER MATCHING SHEET NUMBER 1 2 3 4 ROOM NUMBER INTERIOR ELEVATION SHEET NO. INTERIOR ELEVATION CALL OUT NO. INTERIOR ELEVATION NO. EARTH (NEW FILL) CONCRETE/ POUR IN PLACE STONES/ MARBLE BRICK METAL/ STEEL WOOD/ CONTINUOUS OR DIMENSION GYPSUM TILE/ CERAMI C OR QUARR Y TILE INSULATION/ BATT OR LOOSE GRAVEL FILL REGULAR BLOCK STONE LIGHT WEIGHT BLOCK STEEL STUD BLOCKING ORNON CONT- INUOUS RIGID INSULATION FINISHED WOOD GENERAL NOTES 2. ALL WORK SHALL CONFORM TO THE 3. THE FIRE EXTINGUISHERS ARE TO BE PROVIDED PER CFC 906 DURING THE FRAMING STAGE OF CONSTRUCTION. EXIT/ OCCUPANT ANALYSIS: TOTAL OCCUPANT LOAD = 25 OCCUPANTS EXITS (s) REQUIRED = 1 EXIT EXITS (s) PROVIDED = 1 EXIT CONTRACTOR: BCAL CONSTRUCTION CHRISTOPHER MCGOWAN 909.717.8050 CLIENT: JD PHAM PHAMTASTIC PIZZA LLC 10361 BLAKE ST. 714-383-4077 jdpham1@yahoo.com EXIT WIDTH 72" WIDE DOOR PROVIDED FOR EXIT. MEP INDEX Sheet # Sheet Name MH104 HOOD INFO P100 PLUMBING LEGEND P101 GENERAL NOTES P102 GENERAL NOTES P110 TABLES P200 WATER SYSTEM PLAN P300 WASTE & VENT FLOOR PLAN P400 GAS FLOOR PLAN P500 PLUMBING T24 2022 CALIFORNIA FIRE CODE (CFC) SQFT IS BASED ON USABLE SQFT THIS # IS LESS THAN LEASABLE SQFT SHOWN ABOVE OCCUPANCY SCHEDULE .., ROOM NAME ROOM AREA OCC. LOAD FACTOR OCC. LOAD 01 LOBBY 126 SF B 7 SF 20 03 KITCHEN 714 SF B 200 SF 4 05 RESTROOM 51 SF B 100 SF 1 3 89 1 SF 25 SQFT ABOVE IS LEASABLE SQFT, THIS # IS MORE THEN USABLE SQFT SHOWN FOR OCCUPANCY (USABLE) 1 3 DESIGN TEAM: EVERETT SMITH DESIGNS 951.323.2187 EVERETT@EVERETTSMITHDESIGNS.COM MEP BLUEBERRY, INC. KOUROSH ABADANI,P.E. (949)945-5036 No. Description Date 1 REVISION 1 2024.03.1 5 3 BUILDING CORR. 2024.05.15 Bldg# 101118438 Elec# 20182225 Plmg# 30146961 Mech# 40138887 APPROVALS: PLNG - HJacinto BLDG - WLee POLICE - BMartin ELEC - MSmith PLMG - TLuka MECH - TLuka 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 SG EX 36" CLEAR WIDTH WITHOUT -THIS DOOR CAN ACCOMMODATE THE ENTIRE TOTAL OCCUPANT LOAD OF 31 OCCUPANTS 1 HR FIRE BARRIER FIRE EXTINGUISHER (TYP.) 1004.3 MULTIPLE FUNCTION OCCUPANT LOAD WHERE AN AREA UNDER CONSIDERATION CONTAINS MULTIPLE FUNCTIONS HAVING DIFFERENT OCCUPANT LOAD FACTORS, THE DESIGN OCCUPANT LOAD FOR SUCH AREA SHALL BE BASED ON THE FLOOR AREA OF EACH FUNCTION CALCULATED INDEPENDENTLY. ROOM CAPCITY SIGN POSTED IN CONSPICUOUS PLACE ON AN APPROVED SIGN NEAR THE MAIN EXIT OR EXIT-ACCESS DOORWAY. CBC 1004.3 "THE SUITE LETTER OF THE SUITE WILL BE POSTED ON THE EXTERIORS OF FRONT AND BACK EXIT DOORS TO IDENTIFY THE SUITE." "PROVIDE SIGN ABOVE INTERIOR OF DOOR STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED."" 72' MA X I M U M T R A V E L D I S T A N C E LOBBY 01 KITCHEN 03 LOCKER MECHANISMS TO BE PROVIDED ON LOCKERS 11B-309.1 GENERAL OPERABLE PARTS SHALL COMPLY WITH SECTION 11B-309. 11B-309.2 CLEAR FLOOR SPACE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION 11B-305 SHALL BE PROVIDED. 11B-309.3 HEIGHT OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 11B-308. 11B-309.4 OPERATION OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM. LOCKER TO COMPLY WITH REACH RANGES SECTION 11B-308 EXIT EXIT ROUTE B SIGNAGE TEXT, 1" HIGH LETTERS, RAISED 1/32" - TEXT & COLOR AS SELECTED BY ARCHITECT "EXIT" "EXIT ROUTE" A NOTE: 1. MOUNT SIGN AT 5'-0" MAX. A.F.F. AT BOTTOM OF FIRST SIGNAGE TEXT, TYP. 2. PROVIDE DIRECTION ARROWS AS REQUIRED PER PLAN 3. SIGNS TO COMPLY WITH CBC SEC. 1003.2.8.6.1 6" 4" 6" 6" 1" 1"1/ 2 " M A X . 3/ 8 " M I N . 3/ 4 " 3/ 4 " BRAILLED CHARACTERS 1 1 / 2 " 1" 3/ 8 " 1" 1/ 2 " M A X . 3/ 8 " M I N . 3/ 4 " 1" F.F. F.F.OF L O W E S T B R A I L L E 48 " M I N . T O B A S E L I N E OF H I G H E S T C H A R A C T E R / T E X T 60 " M A X . T O B A S E L I N E OF L O W E S T B R A I L L E 48 " M I N . T O B A S E L I N E OF H I G H E S T C H A R A C T E R / T E X T 60 " M A X . T O B A S E L I N E 6" MIN., 8" MAX. FINISHED FLOOR LEVEL ILLUMINATED EXIT SIGN MOUNT CENTERED ABOVE DOOR. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATION. MOUNT TO CEILING WHERE CALLED FOR ON PLANS OR TO CLEAR DOOR SWING. (CBC 1003.2.8. THRU 1003.2.9) SELF LUMINOUS LOW LEVEL EXIT SIGN PER CBC. WHERE OCCURS PER ELECT. DWGS. EXIT EXIT SIGN W/ BRAILLE PER EXIT EXIT EQ EQ 4". 6" . 8' - 6 " T Y P . U . N . O . PA N I C B A R SE E D O O R S C H E D U L E 2 - - 9" MIN 10 " "PROVIDE SIGN ABOVE INTERIOR OF DOOR STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED."" 204 SG SG SG 1 X PRIMARY EXIT EXIT NUMBER ROOM NUMBER ILLUMINATED EXIT SIGN DIRECTIONAL ILLUMINATED EXIT SIGN TACTILE 'EXIT' SIGN TACTILE 'EXIT ROUTE' SIGN TACTILE 'EXIT STAIRS DOWN' SIGN TACTILE 'NOT AN EXIT' SIGN PANIC HARDWARE VON DUPRIN-35A- NL-OP OR EQUAL EXIT PLAN NOTES SIGN MOUNTING HT. PH OCCUPANCY LEGEND 48 " M I N 60 " M I N 1013.4 RAISED CHARACTER AND BRAILLE EXIT SIGNS TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: 1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT". 2. EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, AND THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: A. "EXIT STAIR DOWN" B. "EXIT RAMP DOWN" C. "EXIT STAIR UP" D. "EXIT RAMP UP" 3. EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, AND THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE." 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT." RAISED CHARACTER AND BRAILLE EXIT SIGNS SHALL COMPLY WITH CHAPTER 11A, SECTION 1143A OR CHAPTER 11B, SECTIONS 11B- 703.1, 11B-703.2, 11B-703.3 AND 11B-703.5. 1013.5 INTERNALLY ILLUMINATED EXIT SIGNS ELECTRICALLY POWERED, SELF-LUMINOUS AND PHOTOLUMINESCENT EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CHAPTER 27. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 1013.6.3 POWER SOURCE EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CHAPTER 27. GROUP I-2, CONDITION 2 EXIT SIGN ILLUMINATION SHALL NOT BE PROVIDED BY UNIT EQUIPMENT BATTERIES ONLY. 1013.1 WHERE REQUIRED EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY EXIT SIGNS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT ANY POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS WITHIN 100 FEET (30 480 MM) OR THE LISTED VIEWING DISTANCE OF THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:40:23 PM As indicated 8/ 2 / 2 0 2 4 5 : 4 0 : 2 3 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A0.10 CODE / ACCESSIBILITY PLAN 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 1/4" = 1'-0"1 OCCUPANT LOAD PLAN 3" = 1'-0"A 2020- EXIT SIGN 1/2" = 1'-0"B 2020-DOOR LOCATION INFO NOTE: "EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED WITH 5-FOOT-CANDLES. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND WILL BE CONNECTED TO THE BUILDING POWER AND AN EMERGENCY POWER SOURCE PROVIDING 90 MINS. OF ILLUMINATION IN CASE OF PRIMARY POWER LOSS OCCUPANCY & EXIT ANALYSIS (PER SECTION 1004.6 & TABLE 1004.5) NO. ROOM NAME AREA LOAD FACTOR OCCUPANT LOAD NUMBER OF EXITS REQUIRED EXIT WIDTH FACTOR EXIT WIDTH REQUIRED EXIT WIDTH PROVIDED 01 LOBBY 126 SF 7 18 1 0.2 4 36 03 KITCHEN 714 SF 200 4 1 0.2 0.8 36 05 RESTROOM 51 SF EXIT NOTES: 1. "EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED WITH 5-FOOT-CANDLES. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND WILL BE CONNECTED TO THE BUILDING POWER AND AN EMERGENCY POWER SOURCE PROVIDING 90 MINS. OF ILLUMINATION IN CASE OF PRIMARY POWER LOSS. 2. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL. THE MEANS OF EGRESS ILLUMINATION AND EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY 3. ELECTRICAL SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CHAPTER 27. (CBC 1008, 1013.6.3) SUPPLY LIGHT FIXTURES THAT ARE CONNECTED TO THE EMERGENCY POWER SUPPLY OR BATTERY PACK AT THE FOLLOWING LOCATIONS: A. AISLES, HALLWAYS, CORRIDORS AND EXIT ACCESS STAIRWAYS & RAMPS. B. INTERIOR EXIT ACCESS STAIRWAYS & RAMPS, INTERIOR AND EXTERIOR EXIT STAIRWAYS & RAMPS, EXIT PASSAGEWAYS, VESTIBULES AND AREAS ON THE LEVEL OF EXIT DISCHARGE USED FOR EXIT DISCHARGE AND EXTERIOR LANDINGS FOR EXIT DOORWAYS THAT LEAD DIRECTLY TO THE EXIT DISCHARGE. C. ELECTRICAL EQUIPMENT ROOMS, FIRE COMMAND CENTERS, FIRE PUMP ROOMS, GENERATOR ROOMS & PUBLIC RESTROOMS WITH AREA GREATER THAN 300 SQ. FT ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS SHALL COMPLY WITH SECTION 11B-308.1. A. A. WHERE A FORWARD REACH IS UNOBSTRUCTED, CONTROLS, SWITCHES & ELECTRICAL RECEPTACLES SHALL BE LOCATED NO MORE THAN 48”MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15”MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF FINISH FLOOR. (CBC 11B-308.1.1) B. ELECTRICAL RECEPTACLES SHALL BE LOCATED NO MORE THAN 48”MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15”MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR C. RECEPTACLE HOUSING TO THE LEVEL OF FINISH FLOOR. (CBC 11B-308.1.2) No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 4" WIDE BORDER, PAINTED BLUE, TYP. 4" TYP 5' - 0" MIN. AT TYP. ACCESSIBLE SPACES 8' - 0" MIN. AT VAN ACCESSIBLE SPACES 4" WIDE STRIPES, PAINTED WHITE, TYP. NO PARKING WITHIN THE LOADING & UNLOADING ACCESS AISLE, PAINT THE WORDS "NO PARKING" IN 12" HIGH MIN. WHITE LETTERS TYP. 36" MAX. O. C . ACCESSIBLE SPACES 9' - 0" MIN. 3' - 0" SQ. PAVEMENT SYMBOL PER C.B.C. SECT. 11B-502.6.4, TYP. AT EACH ACCESSIBLE STALL SPACE, SEE 5 -TYP. EQ EQ ACCESSIBLE VAN SPACE 9' - 0" MIN. EQ EQ 18 ' - 0 " M I N . 20 ' L O N G 9'-0" WIDE NOTE: 1. FOR ADDITIONAL RAMP INFORMATION SEE BELOW. 2. GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP 3. SHADED AREA MUST HAVE DETECTABLE WARNING TILES, SEE DETAIL ACCESSIBLE AISLE STRIPING PROVIDE IN-LINE TRUNCATED DOMES, SEE DET. B HEAVY BROOM FINISHCONC. CURB, TYP. 1: 1 2 M A X . CONC. SIDEWALK, SEE SITE PLAN 3' - 0 " 4' - 0" 2 - INTEGRAL WALK AND CURB BASE COURSE 1/2" EXPANSION JOINT WITH SEALANT AND BACKER ROD FLUSH TRANSITION @ SLAB EDGE CONC. SIDEWALK CONC. RAIN GUTTER WHERE OCCURS CONC. CURB, TYP. LANDSCAPE WHERE OCCURS RAMP SECTIONB SEE PLANS 4'-0" MIN. CLR. 13 - 13 - 12 - PLAN VIEWA 11B-406.2.1 SLOPE Ramp runs shall have a running slope not steeper than 1:12. 11B-406.2.2 SIDES OF CURB RAMPS Where provided, curb ramp flares shall not be steeper than 1:10. 3' - 0 " 4" WIDE BORDERS AT CROSSWALKS, PAINTED WHITE OR CONTRASTING COLOR FROM PAVING, TYP. TYP. 36" M AX. O. C . 4' - 0" MIN. 4" WIDE DIAGONAL STRIPING, PAINTED WHITE, TYP. TYP. 4" 45.00° NOTES 1. SIGN SHALL BE POSTED AT EACH ACCESSIBLE PARKING STALL PER PLANS. 2. "VAN ACCESSIBLE" SIGN SHALL BE DISPLAYED AT VAN ACCESSIBLE STALLS PER PLANS. 1' - 0" 1/2" RADIUS TYP PORCELAIN ENAMEL STEEL REFLECTORIZED SIGN (70 SQ. INCHES MINIMUM.) PER C.B.C. SECTION 1129B.5 BLUE(COLOR #15090; FEDERAL STANDARD 595C) 2" X 2" GALV. STEEL BREAK-AWAY TYPE SIGN POST -"SIGN- MATE BY ALLSTATE SIGNS" OR EQ., FOR FOOTING REFER TO 6' - 8 " M I N I M U M 1' - 6 " TEXT TO BE 1" MINIMUM NOTES: 1. LOCATE SIGNS PER PLANS AND AS DIRECTED BY DESIGNER 2. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FASTENERS. COMPLY W/ TITLE 24 AND THE AMERICANS WITH DISABILITIES ACT (A.D.A.) REQUIREMENTS 3. LETTERS AND NUMBERS ON SIGNS SHALL 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 PER CBC 11B-703.2.4 AND 11B-703.7.6. 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND PER CBC 11B-703.5.1 5. LETTERS, NUMBERS AND GRAPHICS ON SIGNS SHALL BE SANS-SERIF UPPERCASE CHARACTERS. REFLECTIVE WHITE END OF STALL INTERNATIONAL SYMBOL OF ACCESSIBILITY TO BE PAINTED REFLECTIVE WHITE ON DARK BLUE BACKGROUND 3" MIN. STROKE NOTE: BLUE BACKGROUNDS COLOR SHALL BE: COLOR NO. 15090 IN FEDERAL STD. 595C 3' - 0". 2" TYP. 3' - 0 " . TYP. R = 6" DARK BLUE BACKGROUND CENTER OF STALL EQ EQ SEE PLAN FOR WIDTH 1/2" TOOLED RADIUS, TYP. CROSS SLOPE 2% MAX. #4 CONT. @ ALL EDGES CONCRETE WALK W/ MEDIUM BROOM FINISH, PERPENDICULAR TO PATH OF TRAVEL,U.N.O. #4 AT 24" O.C. EACH WAY NOTE: 1.JOINTS SHALL CONFORM TO SPECIFICATION SECTION 32 13 13, SUBMIT JOINT LAYOUT PLAN FOR APPROVAL. 2. PROVIDE EXPANSION JOINTS AT 30' - 0" O.C. MAX AND AT ALL START AND END POINTS OF ALL CURVES. LANDSCAPE PLANTING OR ROCKS PER PLANEXISTING DECOMPOSED GRANITE OR FINISH GRADE PER PLAN 6" 6" TY P . LE S S T H A N 4 " TYP. LESS THAN 4" 0' - 4" NOTES 1. SIGN SHALL BE POSTED AT EACH ACCESSIBLE PARKING STALL PER PLANS. 2. "VAN ACCESSIBLE" SIGN SHALL BE DISPLAYED AT VAN ACCESSIBLE STALLS PER PLANS. 1' - 0" 1/2" RADIUS TYP 11B-502.6.1 FINISH AND SIZE PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE INCHES BLUE(COLOR #15090; FEDERAL STANDARD 595C) 2" X 2" GALV. STEEL BREAK-AWAY TYPE SIGN POST -"SIGN- MATE BY ALLSTATE SIGNS" OR EQ., FOR FOOTING REFER TO 6' - 8 " M I N I M U M 1' - 6" TEXT TO BE 1" MINIMUM NOTES: 1. LOCATE SIGNS PER PLANS AND AS DIRECTED BY DESIGNER 2. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FASTENERS. COMPLY W/ TITLE 24 AND THE AMERICANS WITH DISABILITIES ACT (A.D.A.) REQUIREMENTS 3. LETTERS AND NUMBERS ON SIGNS SHALL 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 PER CBC 11B-703.2.4 AND 11B-703.7.6. 4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND PER CBC 11B-703.5.1 5. LETTERS, NUMBERS AND GRAPHICS ON SIGNS SHALL BE SANS-SERIF UPPERCASE CHARACTERS. AXON SECTION (2) #5 REINFORCING BARS - FULL LENGTH OF WHEELSTOP #5 BARS (E) ASPHALT PAVING4" 2" 2"2" 2" 6" 6" 4'-0" 6" 6 1/2" PRECAST CONCRETE WHEELSTOP (2) #5x24" BARS -DRIVEN INTO ASPHALT PAVING 8" 8" ASPHALTIC CONCRETE PAVING CONCRETE WALKWAY PAVING PER 1/2" RADIUS @ CONC PAVING 6 - 0' - 1" TYP. 0' - 6" EXPANSION JOINT FILLER W/ SEALANT, TYP. AT JOINT 1" TOOLED RADIOUS EDGE, TYP.FLUSH O.C. TYP 6"2" 2" 1/4"3/4" 1/ 4 " (B) PLAN DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES 0.65 MIN. 2.3 - 2.4 2.3 - 2.4 (A) ELEVATION (ENLARGED) 0.18" - 0.22" TOP DIAM. OF 0.45 - 0.47" BASE DIAM. OF 0.9 - 0.92" NOTE: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS A MINIMUM 3'-0" WIDE. Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 5/23/2024 8:28:18 AM As indicated 5/23/2024 8:28:18 AM Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A0.20 SITE DETAILS 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 3/8" = 1'-0"2 TYP. ACCESSIBLE PARKING ACCESS AISLE2 3/8" = 1'-0"1 TYP. ACCESSIBLE CURB CUT (11B-406) 1/2" = 1'-0"3 TYP. ACC. PEDESTRIAN P.O.T. CROSSWALK 1 1/2" = 1'-0"4 TYP. ACCESSIBLE PARKING STALL SIGNAGE2 1" = 1'-0"5 TYP. ACCESSIBLE PARKING STALL SYMBOL2 1 1/2" = 1'-0"6 TYP. CONCRETE WALKWAY PAVING2 1 1/2" = 1'-0"8 TYP. VAN ACCESSIBLE PARKING STALL SIGNAGE 1" = 1'-0"7 TYP. PRECAST CONCRETE WHEEL STOP2 1 1/2" = 1'-0"11 TYP. CONCRETE CURB TO ASPHALT PAVING 3/4" = 1'-0"13 GROOVING DETAIL 1/2" = 1'-0"12 TRUNCATED DOMES No. Description Date 3 BUILDING CORR. 2024.05.15 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 5/30/2024 10:09:36 AM 5/ 3 0 / 2 0 2 4 1 0 : 0 9 : 3 6 A M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A0.4 MENU INFO & HEALTH DEPT. NOTES 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 EVERYTABLE 8' - 0 " 9' - 0 " N H A R B O R B O U L E V A R D (E ) P U B L I C S I D E W A L K (E ) L A N D S C A P E A R E A EX I T PROPOSED PROJECT LOCATION SIGN(S) SHALL BE POSTED AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES. THE SIGN SHALL NOT BE LESS THAN 17" x 22" IN SIZE WITH 1" HIGH LETTERING WHICH STATES THE FOLLOWING: "UNAUTHORIZE VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT _______ OR BY TELEPHONING ____________." CBC 11B-502.8.2 11B-206.2.4 A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ACCESSIBLE ELEMENTS AND SPACES OF AN ACCESSIBLE SITE, BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A DISABILITY USING A WHEELCHAIR, AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES. INTERIOR ACCESSIBLE ROUTES MAY INCLUDE CORRIDORS, HALLWAYS, FLOORS, RAMPS, ELEVATORS AND LIFTS. EXTERIOR ACCESSIBLE ROUTES MAY INCLUDE PARKING ACCESS AISLES, CURB RAMPS, CROSSWALKS AT VEHICULAR WAYS, WALKS, RAMPS AND LIFTS. ACCESSIBLE ROUTE TO BE 5% MAX RUNNING SLOPE W/ 2% MAX. CROSS SLOPE. (PER CBC 402.2 11B-502.6.4 PARKING SPACE MARKING 11B-705.1.1 GENERAL DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES AND SHALL COMPLY WITH SECTION 11B-705. A0.20 2 A0.20 8 A0.20 5 ADJACENT PROPERTY (NOT IN SCOPE) 5% MAX SLOPE IN THE DIRECTION OF TRAVEL 2% MAX CROSS SLOPE ACCESSIBLE PARKING IDENTIFICATION SIGN ACCESSIBLE CURB RAMP WITH REQUIRED DETECTABLE PARKING ACCESSIBLE PAVEMENT SYMBOL ACCESSIBLE PARKING STALL ACCESSIBLE PATH OF TRAVEL FROM ACCESSIBLE PARKING SPACE TRASH ENCLOSURE NOTE NO SITEWORK IS INCLUDED IN THIS TENANT IMPROVEMENT SUBMISSION. A0.20 1 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:40:33 PM 1/16" = 1'-0" 8/ 2 / 2 0 2 4 5 : 4 0 : 3 3 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A1 SITE PLAN 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 1/16" = 1'-0"1 SITE PLAN NORTH No. Description Date 3 BUILDING CORR. 2024.05.15 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 5/23/2024 8:28:20 AM 1/4" = 1'-0" 5/23/2024 8:28:20 AM Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A1.1 EXISTING PLAN / DEMO PLAN 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 1/4" = 1'-0"1 EXISTING FLOOR PLAN DEMOLITION NOTES 1. REMOVE ONLY NON LOAD BEARING CONSTRICTION AND PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC.. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ENGINEER PRIOR TO REMOVAL OF ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM THE DESIGN INTENT. CONTRACTOR'S NON CONTACT OF ENGINEER PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTRACT. 2. CONTRACTOR TO VERIFY ALL PLUMBING REQUIREMENTS BASED ON NEW EQUIPMENT PROVIDED. IDENTIFY EXTENT OF SLAB REMOVAL PRIOR TO CUTTING. INSTALL NEW PLUMBING FIXTURES TO COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES. 3. CUTTING OF EXISTING CONSTRUCTION FOR THE INSTALLATION OF ALL NEW WORK BY ALL TRADES, AND SUBSEQUENT PATCHED THEREOF, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, WHETHER THE WORK IS DONE BY HIS OWN FORCES OR NOT. CUTTING SHALL BE TO A STRAIGHT LINE, UNWORKMANLIKE CUTTING, DAMAGE RESULTING FROM AND UNACCEPTABLE PATCHING SHALL REPAIRED AND/OR REPLACED TO AN ACCEPTABLE CONDITION APPROVED BY THE OWNER. 4. PATCHING MATERIAL SHALL MATCH EXISTING ADJACENT MATERIALS AND CLOSELY AS POSSIBLE IN COLOR, PATTERNS AND/OR TEXTURE. 5. ALL SALVAGE MATERIALS REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER U.N.O. ALL NON-SALVAGED CONSTRUCTION MATERIALS AND DEBRIS FROM DEMOLITION WORK SHALL BE REMOVED FROM THE SITE AS WORK PROGRESSES. 6. PROTECT ALL EXISTING FINISHES, WALLS, FIXTURES, AND DEVICES TO REMAIN. 7. THE CONTRACTOR SHALL COORDINATE THE SEQUENCE OF WORK WITH THE OWNER. 8. CONTRACTOR TO PATCH EXISTING FINISHES TO ORIGINAL CONDITION AND TO TOUCH-UP FINISHES AS REQUIRED PRIOR TO INSTALLATION. 9. ALL EXISTING ELECTRICAL OUTLETS, SWITCHES, JUNCTION BOXES, CLEAN-OUTS, PLUMBING ACCESS SHALL REMAIN ACCESSIBLE. 10. CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING SANITARY SEWER LINE AND ADJUST SYSTEM LAYOUT TO ACCOMMODATE. 11. CONTRACTOR SHALL REMOVE ALL EXISTING INTERIOR WALLS, FURRING, DUCT WORK, PIPING, HVAC EQUIPMENT & EXISTING EXHAUST FAN ALONG WITH ANY OTHER ITEMS NOT SPECIFICALLY SHOWN TO REMAIN. 12. CONTRACTOR SHALL CAP ALL UNUSED SEWER LINES.PER "CPC DEAD ENDS "IN THE INSTALLATION ORREMOVAL OF ANY PART OF A DRAINAGE SYSTEM,DEAD ENDS SHALL BE PROHIBITED. CLEANOUTEXTENSIONS AND APPROVED FUTURE FIXTURE DRAINAGE PIPING SHALL NOT BE CONSIDERED AS DEAD ENDS. 13. DEMOLITION SHALL BE IN ACCORDANCE WITH CFC CHAPTER 33. (N) POUR BACK SLAB TO MATCH (E) THICKNESS.F(C)=3500 PSI W/ MAXIMUM WATER TO CEMENTRATIO OF 0.45 OVER DRAIN ROCK AND COMPACTED FILL AS NOTED. FOR DOWELING AND REINFORCEMENT. SAW -CUT SLAB TO 1" LESS THAN SLAB THICKNESS. FOR 6" SLAB SAW-CUT 5" VISQUEEN (STEGO WRAP 15 MIL) DRAIN ROCK TRENCH BACKFILL SHALL BE MOISTURE CONDITIONED TO AT LEAST 5 PERCENT OVER OPTIMUM MOISTURE CONTENT AND COMPACTED TO BETWEEN 85 AND 90% RELATIVE COMPACTION PER ASTM D1557 SAVE AND PROTECT AT LEAST 6" (EACH SIDE) OF VISQUEEN FOR OVERLAPPING AND TAPING THE UPPER 12" OF THE SOILS UNDER THE DRAIN ROCK ARE SELCT FILL SEPARATE SELECTED FILL FOR REUSE AS BACKFILL FOR THE UPPER FOOT OF THE TRENCH BELOW THE DRAIN ROCK. SELECTED FILLS BE COMPACTED TO AT LEAST 90% RELATIVE COMPACTION PER ASTM D1557 REPLACED DRAIN ROCK AND VISQUEEN OVERLAP REPLACEMENT VISQUEEN AT LEAST 6" WITH THE EXISTING VISQUEEN AND TAPE WITH STEGO WRAP TAPE 1-0" MIN. 1-0" MIN. TRENCH WIDTH (N) 3500 PSI CONCRETE WITH MAX. WATER TO CEMENT RATIO OF 0.45 #3 REBAR 12" O.C. EACH WAY TIED OFF TO DOWELING #4 DOWEL @ 12" O.C. DRILL 5/8DIA X 6" MIN DEEP HOLE, BLOW CLEAN AND EPOXY BAR IN PLACE. EPOXY GROUT, SIMPSON SET-XP OR AN APPROVED EQUIVALENT NOTES: 1.THE POUR BACK CONCRETE AND REBAR SHALL CONFORM TO THE SHELL BUILDING PLANS AND SPECIFICATIONS 1/4" = 1'-0"2 DEMO PLAN No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 FLOOR SINK (SEE PLUMBING PLAN) INSTALL NEW LAYER OF 5/8" GYP. BD FROM FLOOR TO ROOF DECK & R-13 BATT. INSULATION WHILE USING EXISTING WOOD STUDS TO COMPLETE 1-HR FIRE BARRIER. ALL PENETRATIONS SHALL BE IN ACCORDANCE WITH UL DETAILS. THE CONTRACTOR SHALL PERMANENTLY LABEL EACH SIDE OF THE DEMISING WALL ABOVE THE CEILING WITH 2" HIGH LETTERS SPACED EVERY 12'-0". THE FOLLOWING WORDING IS RECOMMENDED : "1 HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS." A SIGN CLEARLY STATING THAT SMOKING IS PROHIBITED SHALL BE CONSPICUOUSLY POSTED BY THE BUILDING OWNER, AGENT, OPERATOR, PERSON IN CHARGE OR PROPRIETOR AT EACH ENTRANCE OR IN A POSITION CLEARLY VISIBLE UPON ENTRY INTO THE BUILDING. ACCEPTABLE SIGNS SHALL DISPLAY EITHER "NO SMOKING" OR THE INTERNATIONAL "NO SMOKING SYMBOL (CONSISTING OF A PICTORIAL REPRESENTATION OF A BURNING CIGARETTE ENCLOSED IN A RED CIRCLE WITH A RED BAR ACRO A5 1 TYPE I HOOD II SEE MECHANICAL ALL BUSINESS TRANSACTION AREAS MUST MEET THE REQUIREMENTS OF THE ACCESSIBILITY CODE WITH A PORTION OF EACH TRANSACTION COUNTER CONSTRUCTED WITH A SECTION OF THE COUNTER HAVING A MAXIMUM HEIGHT OF 34" FOR A MINIMUM LENGTH OF 36". IT IS RECOMMENDED THAT THIS ISSUE IS DISCUSSED WITH THE BUILDING INSPECTOR PRIOR TO CONSTRUCTION AND/OR INSTALLATION. INSULATION NOTE: CONTRACTOR SHALL INSULATE ALL FURRED OUT WALLS THAT ARE AGAINST INTERIOR AND EXTERIOR MASONRY / CONCRETE WALLS. CONTRACTOR SHALL ALSO INSULATE ALL RESTROOM WALLS AND CEILIN WALL BLOCKING/ BACKING NOTE: ALL WALLS WITH SHELVING IN THE KITCHEN AREA AS WELL AS ANY WALL WITH A WALL MOUNTED T.V. AND ANY RESTROOM WALL WITH A MOUNTED FIXTURE SHALL HAVE BACKING AND BLOCKING. (U.N DIMENSIONAL NOTE: * -EXISTING DIMENSION TO BE FIELD VERIFIED -ALL DIMENSIONS PULLED FROM EXISTING BUILDING WALLS ARE FROM THE FACE EXISTING MATE CONTRACTOR SHALL LABEL ALL EXTERIOR DOORS AND ELECTRICAL DISCONNECT WITH THE SUITE NUMBER IN ACCORDANCE WITH THE INTERNATIONAL BUILDING COD TACTILE SIGNAGE: PROVIDE EXIT TACTILE SIGNAGE IN ACCORDANCE WITH NFPA-101:7.10.1.3, INTERNATIONAL FIRE PREVENTION CODE AND ANSI A117.1, 2009 EDITIO WALL BRACING NOTE: ALL WALLS, OVER 6' IN HEIGHT, SHALL BE BRACED IN ACCORDANCE WITH A-1 WD A3 1 AW1 FRONT DOOR TO BE SELF-CLOSING AND TIGHT FITTING. RESTROOM DOOR TO SELF CLOSE 11B-404.2.5 THRESHOLDS THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (12.7 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 11B-302 AND 11B-303. PROVIDED FIRE RETARDANT TREATED BLOCKING ON ALL WALLS IN THE RESTROOM(S) & KITCHEN FOR PLUMBING FIXTURES & ACCESSORIE NEW WALK-IN COOLER -INSTALL STAINLESS STEEL CLOSURE STRIPS AT THE WALLS || CONTRACTOR SHALL INSTALL WALK-IN WITH A MINIMUM OF 2" CLEARANCE TO GYPSUM BOARD WALLS A A5.1 B A5.1 ADD DIAMOND PLATE KICK-PLATE TO WALK-IN COOLER DOOR "THE SUITE LETTER OF THE SUITE WILL BE POSTED ON THE EXTERIORS OF FRONT AND BACK EXIT DOORS TO IDENTIFY THE SUITE." "PROVIDE SIGN ABOVE INTERIOR OF DOOR STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED."" 58 ' - 5 " 4'-11"12'-6" THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES THAT ARE READILY DISTINGUISHABLE FROM THE EGRESS SIDE AND A SIGN IS POSTED STATING: “THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED.” THE SIGN SHALL BE IN LETTERS 1”HIGH ON A CONTRASTING BACKGROUND. (CBC 1010.1.9.4) INTERNATIONAL SYMBOL OF ACCESSIBILITY 2'-10" HIGH COUNTER, 36" LONG ENTRY DOOR REQUIREMENTS ALL ENTRANCES AND EXTERIOR GROUND-FLOOR EXITS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES IN ACCORDANCE WITH SECTION 11B-206.4. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH SECTION 11B-404 AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH SECTION 11B-402. (CBC 11B-206.4) A. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32”MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP; WITH THE DOOR OPEN 90 DEGREES. (CBC 11B-404.2.3) B. THE FLOOR OR LANDING SHALL BE NOT MORE THAN ½”LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN ¼“AND ½“SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL TO 2 UNITS HORIZONTAL (50% SLOPE). (CBC 11B-303.2, 11B-303.3, 11B-404.2.5) PROVIDE DETAIL ON PLANS. C. THE LEVEL AREA (2% MAXIMUM SLOPE IN ANY DIRECTION) FOR MANEUVERING CLEARANCES AT DOORS SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60”AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48”AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. (CBC 11B-404.2.4) D. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS. (CBC 11B-404.2.4) THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS AWAY SHALL EXTEND 12 INCHES PAST THE STRIKE EDGE IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER PER CBC FIGURE 11B-404.2.4.1. E. HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. (CBC 11B-309.4, 11B-404.2.7) 3'-0" 7' - 1 1 " 2' - 8 " 35 ' - 4 " 3' - 7 " 2' - 8 " 6' - 4 " 2'-2"8'-1" 7'-2" SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL ONLY BE REQUIRED TO COMPLY WITH SECTIONS 11B-207.1, 11B-215.3, 11B-302, 11B-303, 11B-308.1.1, 11B-308.1.2 11B-404.2.3 AND SHALL BE DESIGNED AND CONSTRUCTED SO THAT INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER, AND EXIT THE EMPLOYEE WORK AREA. (CBC 11B-203.9) THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36”MINIMUM. (CBC 11B-403.5.1) 8 A5.2 7 A5.2 LOCKERS 30"x48" 11B-305.1 General Clear floor or ground space shall comply with Section 11B-305. 11B-305.2 Floor or Ground Surfaces Floor or ground surfaces of a clear floor or ground space shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. 11B-305.3 Size The clear floor or ground space shall be 30 inches (762 mm) minimum by 48 inches (1219 mm) minimum. 3 3'-0" FEC LOBBY 01 RESTROOM 05 FEC 7' - 1 0 " 4 ' - 8 " 37 ' - 1 1 " 7' - 1 1 " 24" 30 " x 4 8 " FLOOR PLAN (E) 1-HOUR RATED CORRIDOR PARTITION PROVIDE 1-HOUR FIRE PROTECTION FOR ALL PENETRATIONS (E) WALL TO REMAIN 1i NEW WALL TYPE INFILL OF EXISTING WALL NEW ELECTRICAL / AUDIO-VIDEO COMPONENT: SEE CONSULTANT PLANS FOR MORE INFORMATION. NEW PLUMBING FIXTURE: SEE CONSULTANT PLANS FOR MORE INFORMATION. NEW STORAGE / CASEWORK: SEE FINISH INTERIOR ELEVATIONS AND ROOM FINISH SCHEDULE A4 FEC FIRE EXTINGUISHER CABINET *PLEASE PROVIDE AT LEAST ONE 2A:10B:C FIRE EXTINGUISHER IN A CENTRAL LOCATION OF THE SUITE AND ANOTHER, CLASS K, EXTINGUISHER NEAR THE COOKING EQUIPMENT. (IF USING GREASE FRYING EQUIPMENT) DOOR TAG SEE DOOR SCHEDULE A2### ADA DOOR CLEARANCE (E) SUITE DEMISING PARTITION -BUILD PARTITION TO UNDERSIDE OF FLOOR DECK STRUCTURE ABOVE. (N) PARTITION WALL METAL STUD @ 16" O.C. (SEE DETAIL 1/AW1)3 A CB DOOR TYPES 2" VARIES SE E S C H E D U L E 1' - 0 " ALUM. STOREFRONT W/ FULL LIGHT 2" TYP FRAME, SEE SCHEDULEWOOD DOOR HOLLOW CORE METAL DOOR SE E S C H E D U L E SE E S C H E D U L E SEE SCHEDULE SEE SCHEDULESEE SCHEDULE SE E S C H E D U L E Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:40:35 PM As indicated 8/ 2 / 2 0 2 4 5 : 4 0 : 3 5 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A2 FLOOR PLAN 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 1/4" = 1'-0"1 PROPOSED PLAN DOOR SCHEDULE Mark Description Door Type Finish Width Lock set Frame Type / Finish Frame Material 3' - 0" 16 WOOD, PAINT GRADE 1-3/4" Thick, Solid Core Construction 3070 3' - 0" O-06 0' - 0" REACH IN REQUIREMENTS 1. ELECTRICAL CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT TO CONTROL; LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING ELECTRICAL CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT TO CONTROL; LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED WITHIN ALLOWABLE REACH RANGES AND SHALL COMPLY WITH CBC 11B-308.1.1 REFER TO DETAIL 16 ON SHEET A-6. 2. ELECTRICAL RECEPTACLES OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED WITHIN ALLOWABLE REACH RANGES AND SHALL COMPLY WITH CBC 11B-308.1.2. REFER TO DETAIL 16 AND SHEET A-6. 11B-404.2.7 DOOR AND GATE HARDWARE HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (864 MM) MINIMUM AND 44 INCHES (1118 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. EXCEPTIONS: 1. EXISTING LOCKS SHALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS WITHOUT STILES, EXISTING OVERHEAD ROLLING DOORS OR GRILLES, AND SIMILAR EXISTING DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED ONLY AT THE TOP OR BOTTOM RAIL. 2. ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON SELF-LATCHING DEVICES AT 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK. 11B-404.2.9 DOOR AND GATE OPENING FORCE THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.7 N). 4. EXTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. WINDOWS ARE FIXED AND NON-OPERABLE No. Description Date 3 BUILDING CORR. 2024.05.15 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 LEGEND CT-1 USG FROST -SEE FINISH SCHEDULE 2x2, PAINT DIFFUSER WITH RUSTOLEUM TO MATCH GYP BD. CEILING HEIGHT OF CEILING / SOFFIT+ X'-X" SUPPLY AIR DIFFUSER (SEE HVAC PLANS) RETURN AIR DIFFUSER (SEE HVAC PLANS) LIGHT FIXTURES PER ELECT. DWGS. "WM" DESIGNATES WALL-MOUNTED & "UC" DESIGNATES UNDER-CABINET SHADED FIXTURE SYMBOLS INDICATE FIXTURE IS CONNECTED TO THE LIFE SAFETY SYSTEM CEILING ACCESS PANEL EXIT SIGNAGE PER ELECTRICAL DRAWINGS CT-2 VINYL FACED GYP BD PANELS WHITE 2x4 (KITCHEN CEILING), STAINLESS STEEL AROUND EXHAUST DUCTS LT7 LT5 LT8 CT-2 CT-2 CEILING TILE , REFER TO FINISH SCHEDULE. UPLIFT PREVENTION CLIP. CEILING TILE , REFER TO FINISH SCHEDULE. 8'-3 3/4" T.O. WALK-IN COOLER PER PLAN B.O. CEILING P-3 6" 8" MAX. 3 5/8" MTL WALL STUD. #10 TEK SCREW @ EA STUD. CEILING GRID RUNNER. PERIMETER HANGER WIRE. #10 SCREW @ EA STUD. 5/8" GYP BD. WALL TRACK. PAINT , REFER TO FINISH SCHEDULE. 8'-0" AFF BOTTOM OF SOFFIT 8'-6" AFF BOTTOM OF CEILING LIGHTING WITHIN THE WALK-IN TO BE PROVIDE BY THE WALK-IN MANUFACTURER & INSTALLED BY THE ELECTRICAL CONTRACT CT-1: 2'x2' CEILING SYST CT-2: 2'x4' CEILING SYST LT5 A951 5 4 A951 4 A951A951 5 LT5 LT7 A A5.1 B A5.1 BY WALK-IN SUPPLIER BY WALK-IN SUPPLIER 1 AW1 WD A3 5 A951 1 A951 5 A951 LT8 LT8 LT8 LT8 LT8LT8 LT8 2 A951 6 A951 5 A951 20 GA. METAL STUD TRACK W/ RAMSET - 0.177" SHANK x 1" SHOT PINS @ 24" O.C. (ICC ESR-1166 OR EQUAL.) OR 1/4" DIA. x 3.5" LONG @ 24" OC. 2x BLKG @ 48" O.C. W/ (N) T.N. EA END, WHERE OCCURS. 3-5/8" x20 GA @ 16" O.C. METAL STUDS W/ MATCHING RUNNER TRACK ICC-ESR-1166 OR EQUAL 1/2 GYPSUM BOARD W/ 5d COOLER NAIRS @ 8"O.C. TO ALL FRM'G MEMBERS (E) CONC. FLOOR VA R I E S 3.SEAL ALL PENETRATIONS EXCEPT AT STUDS. NO GYP. BD. JTS. TO RUN VERTICALLY. ALL GYP. BD. JTS. TYPICAL NOTES 2. 1. (E) CEILING JOISTS CONT. TRACK RUNNER W/ 2#8 SCREWS @ 16" O.C. FIRE STOP SEALANT GLASS FIBER INSULATION (OPTIONAL) 3/ 4 " M A X HEAD OF WALL - 1 HR UL DESIGN: HW-D-0079 UL DESIGN: HW-D-0083 PARTITION - 1HR UL DESIGN: U465 UL DESIGN: V438 NOTE: WHERE STUDS ARE OVER 14'-0" IN HEIGHT USE 3-5/8" x 22 GA STUDS @ 16" O.C. Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:40:36 PM As indicated 8/ 2 / 2 0 2 4 5 : 4 0 : 3 6 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A3 R.C.P. 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 COLOR VINYL FACED GYP BD PANELS WHITE SIZE 2X4 ITEM # CT-2 09 51 00 MANUFA... ARMSTRONG COLOR FACTORY FINISH - PER FINISH SCH. SIZE 2X2 ITEM # CT-1 09 51 00 MANUFA...ARMSTRONG CODE SPECIFICATION DESCRIPTION 09 51 00 ACOUSTICAL CEILINGS 1 1/2" = 1'-0"2 Ceiling to Walk-In Cooler 3" = 1'-0"3 Soffit Restroom R.C.P. GENERAL NOTES: 1. ALL ELECTRIC FOR SIGNAGE TO BE PROVIDED BY THE CONTRACTOR. 2. COORDINATE ALL LIGHTING WITH TH ELECTRICAL DRAWINGS. 3. U.N.O. ALL SUSPENDED LIGHT FIXTURES TO BE CENTERED ABOVE TABLES OR IN SPACE AS SHOWN. 4. ALL EMERGENCY LIGHTING TO BE INSTALLED AT LOCATIONS INDICATED ON ELECTRICAL DRAWINGS. 5. ALL LIGHTS ABOVE ALL FOOD PREP / COOK / SERVE AREAS MUST HAVE A SHATTERPROOD LENS INSTALLED. 1/4" = 1'-0"1 RCP 3/4" = 1'-0"WD 1-HR RATED DEMISING WALL DETAIL REFLECTED CEILING NOTES: SUSPENDED CEILINGS ARE BEING USED WITHIN THE PROPOSED TENANT IMPROVEMENT. PLEASE PROVIDE NOTES ON THE PLANS TO SHOW THE SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E & F COMPLY WITH ASCE 7-16 SECTION 13.5.6.2.2 AS FOLLOWS: A. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE OR CHANNEL SHALL BE NOT LESS THAN 2.0 IN. UNLESS QUALIFIED PERIMETER SUPPORTING CLIPS ARE USED. B. CLOSURE ANGLES OR CHANNELS SHALL BE SCREWED OR OTHERWISE POSITIVELY ATTACHED TO WALL STUDS OR OTHER SUPPORTING STRUCTURES. PERIMETER SUPPORTING CLIPS SHALL BE QUALIFIED IN ACCORDANCE WITH APPROVED TEST CRITERIA PER SECTION 13.2.5. C. PERIMETER SUPPORTING CLIPS SHALL BE ATTACHED TO SUPPORTING CLOSURE ANGLE OR CHANNEL WITH A MINIMUM OF TWO SCREWS PER CLIP AND SHALL BE INSTALLED AROUND THE ENTIRE CEILING PERIMETER. D. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE, CHANNEL, OR PERIMETER SUPPORTING CLIP. THE OTHER END OF THE CEILING GIRD IN EACH HORIZONTAL DIRECTION SHALL HAVE A MINIMUM 0.75-IN CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE, CHANNEL, OR PERIMETER SUPPORTING CLIP. E. CEILING AREAS OVER 2500 FT.² MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. F. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2” OVERSIZE TRIM RINGS FOR SPRINKLERS AND OTHER CEILING PENETRATIONS. No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 5/30/2024 10:09:44 AM 5/ 3 0 / 2 0 2 4 1 0 : 0 9 : 4 4 A M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A3.1 SUSPENDED CEILING ICC 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 2 A4 7 A4 4 A4 2 A4 5 A4 - --- A4 6 CEILING TILE IN LOBBY WHITE. AREA OVER COUNTER TO BE P-2 SEE MARCOS DESIGN SPECS FOR GRAPHIC AND FINAL LOBBY PAINT COLOR AND TEXTURES. FRP 8FT HIGH BEHIND & ADJACENT TO SINKS "B2" BASE ON ALL EXPOSED WALLS OF THE WALK-IN ALL EXPOSED WALK-IN WALLS AND CEILING SHALL BE "GALVALUME -EMBOSSED 26 GA" PANELS. THEY ARE DURABLE, SMOOTH, NONABSORBENT AND EASILY CLEANABL A A5.1 B A5.1 P1 SF2 SF4 SF3 SF5 F1 F -2 B-2 CT-2 B2 F -2 F -3 B-3 P-1ABOVE FRP 3 CT-1 CT-3 INTEGRAL END-RETURN THAT GOES UP THE WALL 8" AND IS SEALED TO THE WALL. 3 A4 SF-7 F-2 B-2 5/8" GYP BOARD. FRP , REFER TO FINISH SCHEDULE. FLOOR TILE , REFER TO FINISH SCHEDULE. 5/8" CEMENT BOARD. 3/8" RADIUS. COVE BASE REFER TO FINISH SCHEDULE. 1' - 0 " B-3 F-2 5/8" CEMENT BOARD. FRP 4'-0" TALL WITH WASHABLE PAINT ABOVE AT RESTROOM & KITCHEN. 8FT TALL BEHIND AND ADJACENT TO ALL SINKS 3/8" RAIDUS COVE BASE , REFER TO FINISH SCHEDULE. FLOOR TILE , REFER TO FINISH SCHEDULE. EXTEND WATERPROOF MEMBRANE TO 1'-6" DISTANCE FROM WALL ON FLOOR. EXTEND WATERPROOF MEMBRANE TO 1'-0" AFF. WATERPROOF MEMBRANE W A T E R P R O O F ME M B R A N E TR-1 5/8" GYPSUM WALL, REFER TO INTERIOR ELEVATIONS FOR FINISH. TILE, REFER TO INT. ELEVATIONS FOR FINISH 5/8" CEMENT BOARD SCHLUTER QUADEC , REFER TO FINISH SCHEDULE. TR-2SCHLUTER QUADEC , REFER TO FINISH SCHEDULE. TILE, SEE INTERIOR ELEVATIONS 5/8" CEMENT BOARD TILE, SEE INTERIOR ELEVATIONS TR-1 F-1 T-1 SCHLUTER QUADEC , REFER TO FINISH SCHEDULE. TILE , REFER TO FINISH SCHEDULE. 5/8" CEMENT BOARD TILE , REFER TO FINISH SCHEDULE. F-2 TR-1 F-2 5/8" GYP BOARD. FLOOR TILE , REFER TO FINISH SCHEDULE. 5/8" CEMENT BOARD BEHIND TILE. SCHLUTER QUADEC , REFER TO FINISH SCHEDULE. TILE , REFER TO FINISH SCHEDULE. FINISH MATERIAL LEGEND (BASED ON JULY 9, 2021 -INTERIM STANDARDS) TAG DESCRIPTION MANUFACTURER ITEM #NAME/COLOR SIZE TYPE NOTES F-1 FLOOR TILE DALTILE SD14636S1P SADDLEBROOK || FARMHOUSE 6"X36"1, 5 F-2 FLOOR TILE DALTILE 0T03661P ASHEN GRAY 6"X6"2, 6 F-3 FLOOR TILE DALTILE VL7012121P VOLUME 1.0 || AMPLIFY BLACK 12"X12"3, 6 B-1 FLOOR TILE DALTILE SD14636S1P SADDLEBROOK || FARMHOUSE 6"X36"1, 16 B-2 COVE TILE BASE DALTILE ASHEN GRAY 5"X6" B-3 COVE TILE BASE DALTILE VOLUME 1.0 || AMPLIFY BLACK 6"X12" T-1 WALL TILE DALTILE VV10361P VITRUVIAN WHITE GLOSSY 3"X6"4 T-2 WALL TILE DALTILE VV12361P VITRUVIAN LIGHT GREY GLOSSY 3"X6"4 TR-1 TRIM TILE SCHLUTER Q 100E QUADEC -SS 3/8"11 TR-2 TRIM TILE SCHLUTER Q 80E QUADEC -SS 5/16"12 TR-3 COVE BASE TRIM SCHLUTER AHK 1S 100 A DILEX-AHK 3/8"16 P-1 PAINT SHERWIN WILLIAMS SW 9165 GOSSAMER VEIL SATIN / EGGSHELL P-2 PAINT BENJAMIN MOORE PM-11 ESSEX GREEN SATIN / EGGSHEL WC-1 CUSTOM PRINT WOOD LOOK WALLCOVERING SHAW PPC DESIGN CT-1 CEILING TILE USG FROST -SLB 440 -PROFILE A 2'X2'7 CT-2 CEILING TILE VINYL FACED GYP BOARD PANELS 2'X4'9 SF-1 SURFACE MSI QUARTZ CALCUTTA LEON 2 CM SLAB SF-1 (ALT) SURFACE WILSON ART Q4008 QUARTZ, HAID 2 CM SLAB SF-2 WOOD WALL TREATMENT MDF BOARD PRIMED 1" x 2" x 8'-0 19 SF-3 WOOD WALL TREATMENT MDF BOARD PRIMED 1" x 3" x 8'-0 20 SF-4 WOOD CHAIR RAIL MDF BOARD PRIMED 1" x 3" x 8'-0 21 SF-5 COMPACT LAMINATE WILSONART LAMINATE SHEER MESH 4876-38 FINE VELVET || TYPE 569 || DOUBLE SIDES ES1/4" THICK || 4'x8' SF-5 (ALT) KOROGARD WALL PROTECTION KOROSEAL INTERIOR FINISH MIST (33) || TEXTURE: P1 DUNE 0.28" SF-6 LAMINATE WILSONART LAMINATE BLACK 1595 FINISH: 60 MATTE 4'x8' SF-7 FRP MARLITE P-199 FIBRE REINFORCED PLASTIC, BRITE WHITE PEBBLE QUARRY TILE (3/8" RAD.) QUARRY TILE (3/8" RAD.) 2, 13, 22 3, 13, 22 GLOSS / SEMI GLOSS CT-3 CEILING. HARD LID HARD LID PAINTED WITH SEMI GLOSS Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:40:47 PM As indicated 8/ 2 / 2 0 2 4 5 : 4 0 : 4 7 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A4 FINISH PLAN 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 1/4" = 1'-0"1 FINISH PLAN & ARTWORK PLAN 1 1/2" = 1'-0"2 KITCHEN FLOOR TO WALL TILE SEE MARCOS DESIGN SPECS FOR EXACT COLORS RO O M N o . RO O M N A M E FLOOR BASE WALLS CEILINGS ROOM AREA ROOM PERIMETER CEILING HEIGHT (FEET) ROOM WALL AREA F I N I S H F I N I S H F I N I S H CO L O R F I N I S H 01 LOBBY F-1 RUBBER BASE SD-2, SF-3, SF-4, SF-5 PAINT CT-1 126 SF 64' - 0" 10 639' - 9" 03 KITCHEN F-2 B-2 SF-7 SF-7 CT-2 714 SF 137' - 11" 10 1379' - 5" 05 RESTROOM F-1 RUBBER BASE GB PAINT GB / PT-2 51 SF 28' - 8" 8 229' - 3" TOTAL 891 SF 230' - 7" 2248' - 5" 1 1/2" = 1'-0"3 TILE TO FLOOR AT WET AREAS 3" = 1'-0"5 WALL TILE SECTION 3" = 1'-0"6 WALL TILE OUTSIDE CORNER 3" = 1'-0"7 WALL TILE TRANSITION 1 1/2" = 1'-0"4 DINING FLOOR TO BASE TILE FINISH SCHEDULE KEY NOTES: 1. GROUT FOR FLOOR TILE TO BE MAPEI ULTRACOLOR PLUS CACOA #79 (3/16" JOINT) 2. GROUT FOR FLOOR TILE TO BE MAPEI ULTRACOLOR PLUS CHARCOAL #47(3/8" JOINT) 3. GROUT FOR FLOOR TILE TO BE MAPEI ULTRACOLOR PLUS CHARCOAL #47 (3/16" JOINT) 4. GROUT FOR WALL TILE TO BE MAPEI KERACOLOR IRON #107 (1/4" JOINT) 5. ORIENTATION TO BE HORIZONTAL TO THE FRONT COUNTER WITH 1/3 STAGGER 6. ORIENTATION TO BE STACKED 7. GRID TO BE PROFILE "A" AND TILE TO HAVE SLB (SHADOWLINE BEVEL) PROFILE. 8. --9. GRID TO BE 5/16" COMMERCIAL QUALITY 10. --11. TRIMFOR USE BETWEEN DIFFERENT ADJACENT TILES AND TILE TO GYP. BD. TRANSITIONS 12. TRIM FOR USE AT OUTSIDE CORNERS 13. INSIDE AND OUTSIDE CORNERS TO BE USED. 14. BAR TOPS TO HAVE 1/4" RADIUS TOP & BOTTOM WITH 1/4" RADIUS CORNERS. THE FINISH IS TO BE NATURAL WITH PREMIUM POLYURETHANE. ALL LEG SUPPORTS SHALL BE 2" DIA. WITH ESCUTCHEON PLATES @ TOP AND BOTTOM AND HAVE BLACK CRINKLED FINISH. THE BAR TOPS AND SUPPORTS SHALL BE PROVIDED BY THE TABLE VENDOR. 15. -- 16. TR-3 AND ALL REQUIRED TRIM ACCESSORIES FOR FLOORING INSTALLATION 17. -- 18. CONTACT RAFAEL BERNAL @ RAFEAL.B@MSISURFACES.COM OR 248.930.3459 19. 1x2 MDF OR SIMILAR TO BE MOUNTED TO THE WALL @ 11" O.C. SPACING VIA CONSTRUCTION ADHESIVE AND CONCEALED HARDWARE || ANY NAIL / SCREW HOLES ARE TO BE FILLED, EDGES TO BE CAULKED || TRIM & WALL TO BE PAINTED P-1 || IT IS RECOMMENDED TO SAND THE WALLS, PRIME AND THEN INSTALL THE TRIM 20. 1x3 MDF OR SIMILAR TO BE MOUNTED TO THE WALL VIA CONSTRUCTION ADHESIVE AND CONCEALED HARDWARE || ANY NAIL / SCREW HOLES ARE TO BE FILLED, EDGES TO BE CAULKED || TRIM & WALL TO BE PAINTED P-1 || IT IS RECOMMENDED TO SAND THE WALLS, PRIME AND THEN INSTALL THE TRIM 21. 1x3 MDF OR SIMILAR TO BE MOUNTED TO THE WALL VIA CONSTRUCTION ADHESIVE AND CONCEALED HARDWARE || ANY NAIL / SCREW HOLES ARE TO BE FILLED, EDGES TO BE CAULKED || TRIM & WALL TO BE PAINTED P-1 || IT IS RECOMMENDED TO SAND THE WALLS, PRIME AND THEN INSTALL THE TRIM 22. COVE BASE MUST CONTINUE UP WALL MIN 4" & FORM A SEAMLESS INTEGRAL 3/8" MIN RADIUS COVE WITH THE FLOOR RESTROOM BASE COVE WILL HAVE 3/8" RADIUS COVING INTEGRAL WITH THE FLOOR 6" HIGH METAL SPLASHGUARD WILL BE INSTALLED BETWEEN THE PREP SINK & 3- COMPARTMENT SINK FLOORING Flooring shall be smooth, durable, nonabsorbant and easily cleanable. Flooring must be smooth on base coving and under equipment, shelving, sinks, and counters. The flooring shall be of an approved type that continues up the wall four (4) inches, in a seamless manner, forming a 3/8 inch minimum radius cove as an integral unit. Vinyl/rubber topset coved base and/or the vinyl composition tiles (VCT) are not acceptable. Some slim foot ceramic, quarry and metal topset cove bases are generally acceptable. Submit samples of the proposed flooring and base cove for approval prior to installation. Concrete floors are to be patched so as to remove cracks and divots. If floor sealer is to be used, provide detailed specifications on the proposed floor sealer for evaluation and approval. The sealer must be an approved clear penetrating sealer that is oil, acid, and water resistant; pigmented sealers and epoxy paints are not acceptable. When excessive amounts of slip resistant agents are used, a high pressure cleaning system or equivalent must be provided with drainage to floor drains. (114268, 114269). CEILING Approved ceilings are required over all food and utensil handling areas, in restrooms and janitorial areas. Exposed beams must be flush and sealed to the ceiling to prevent any gaps where dust or vermin can accumulate. Hanging beams, pipes, fire sprinkler lines, conduit, décor, or other dust-and-vermin collecting items are not permitted over food and utensil handling areas. (113980, 113984, 114179, 114271). WALLS The wall surfaces behind sinks shall be covered with Fiberglass Reinforced Plastic (FRP), stainless steel, or the equivalent.The approved wall cover must extend up the wall at least four (4) feet from the back splash and cover the walls behind the sink and accompanying drainboards. The wall surface in the area where the dish machine is installed shall be covered with FRP, stainless steel, or the equivalent. The approved wall cover must extend up the wall at least eight feet from the floor and cover the walls behind the dish machine and accompanying drainboards. If high pressure spray cleaning equipment is proposed or required to clean nonskid flooring, then wall surfaces in these areas must be covered with an approved water resistant covering (i.e., FRP, stainless steel, or the equivalent) to a minimum of four (4) feet above the base cove. Indicate approved wall surfaces if you will be installing high pressure spray cleaning equipment. (§114268, 114269, 114271). WAREWASHING SINKS Warewashing sinks shall have at least three compartments with two integral metal drainboards. Sink compartments shall be large enough to accommodate immersion of the largest utensil; a minimum compartment size of 18" wide by 18" long by 12" deep is requried unless otherwise specified by this department. The utensil sink shall be installed to have a minimum 2" clearance between end walls, or have an integral end- return that goes up the wall 8" and is sealed to the wall. (114097, 114099, 114130.1, 114169). CLEAN IN PLACE Equipment or utensils that are fixed or are too large to fit in the warewashing sink or machine must be equipped with clean-in-place facilities. The minimum requirements for clean-in-place facilities are: a) Hot (minimum 120 °F) and cold water dispensed from a mixing faucet. b) Hoses must be food-grade/for potable water use, and have an approved backflow prevention device. c) The wastewater must be drained by indirect connection to an approved sewer line. (i.e., trench drain). (114099.3) HANDWASHING SINK Handwashing facilities shall be sufficient in number and conveniently located and unobstructed so as to be accessible at all times for use by food employees. Handwashing cleanser and single-use sanitary towels must be provided in dispensers at all handwashing facilities. Hot air blowers may be provided in lieu of the hand towel dispensers. All handwashing facilities shall have warm water supplied through a mixing valve or combination faucet at a temperature of at least 100°F. If the temperature is not readily adjustable at the faucet, the temperature shall be at least 100°F but not to exceed 108°F. (113953) JANITORIAL SINK A curbed cleaning facility or janitorial sink equipped with hot (120°F) and cold water and a drain shall be provided. The janitorial sink must be securely attached to the wall, the rim of the sink shall be no more than 30" above the floor. The wall surfaces behind and for 24 inches around the janitorial sink shall be water-resistant usch as Fiberglass Reinforced Plastic (FRP), tile, stainless steel, or equivalent. Provide a chemical storage shelf and mop rack in the janitorial area. (114279, 114281, 114282) FLOOR SINKS AND FLOOR DRAINS All equipment which generates condensate or similar liquid wastes shall be drained by means of indirect waste pipes into a floor sink. Floor drains are not to be used in lieu of floor sinks. All floor sinks must be at least half-exposed under the curb mounted equipment, or be in line with the front face of elevated freestanding equipment, and located within 15 feet of the condensate producing equipment. A properly coved protective enclosure will be required around the backside of half-exposed floor sinks where the floor sink is installed under curb or base mounted equipment, e.g., storage cabinet, display refrigerators, etc. Provide easily removable (without the use of tools) safety grates on exposed floor sinks. Floor drains are required in floors that are water-flushed for cleaning, where pressure spray methods for cleaning equipment are used, and where slip resistant agents are used on floors. Where floor drains are utilized, the floor surface shall be sloped 1:50 to the floor drains. Where floor drains are required for slip resistant floor surfaces inside walk-in refrigeration units, the floor shall be sloped toward the door to a trench drain or a floor drain located within the swing of the door. For sheet vinyl floroing, provide a special locking floor drain. Provide specifications on the locking clamp floor drain(s). (114193, 114268, 114269) No. Description Date 3 BUILDING CORR. 2024.05.15 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 5 1 A5 B A D C 3 A5 AS 6" 36 " 18 " 15 " 15 " 60 " 48" 28"42"12" 82" 12" max. 90 " 60 " 30 " ø 5' - 0" First Floor+0'-8" FRP 48 " 42"12" 16 " First Floor+0'-8" 48 " 11B-603.3 MIRRORS MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 15" 17 " 18" 34 " 36"6" First Floor+0'-8" 48 " 18" 6"36" 16 " RESTROOM COLOR NOTES: 1. COLOR & CONTRAST OF THE IDENTIFICATION SYMBOLS SHALL BE DISTINCTLY DIFFERENT FROM COLOR & CONTRAST OF DOOR. 1' - 0 " D I A M . ALL GENDER SYMBOL 1/4" THICK - BLUE 1/4" THICK - WHITE 58 " M I N - 6 0 " M A X 9" SIGNAGE SIGNAGE BASELINE OF RAISED CHARACTERS BASELINE OF BRAILLE 11B-703.2 Raised Characters Raised characters shall comply with Section 11B-703.2 and shall be duplicated in Braille complying with Section 11B-703.3. Raised characters shall be installed in accordance with Section 11B-703.4. SIGNAGE SIGNAGE NAGE 4' - 6 1 / 4 " 5' - 0 " 3/ 8 " M I N 3/ 8 " - 1 / 2 " 18" MINIMUM CLEAR FLOOR SPACE ENTERED ON TACTILE CHARACTERS SHALL BE PROVIDED BEYOND THE ARC OF ANY DOOR SWING. 1'-6" MIN 1' - 6 " M I N 45.00° CENTERED ON TACTILE CHARACTERS EQ EQ FIGURE 11B-703.4.2 11B-703.7.2.6.3 Unisex Toilet and Bathing Facilities A combined circle and triangle symbol shall be located at entrances to unisex toilet and bathing facilities. The combined circle and triangle symbol shall consist of a circle symbol 1/4 inch (6.4 mm) thick and 12 inches (305 mm) in diameter with a 1/4 inch (6.4 mm) thick equilateral triangle symbol superimposed on and geometrically inscribed within the 12-inch (305 mm) diameter of the circle symbol. The vertices of the triangle symbol shall be located 1/ 4 inch (6.4 mm) maximum from the edge of the circle symbol with a vertex pointing upward. The color of the triangle symbol shall contrast with the color of the circle symbol, either light on a dark background or dark on a light background. The color of the circle symbol shall contrast with the color of the door or surface on which the combined circle and triangle symbol is mounted, either light on a dark background or dark on a light background. First Floor+0'-8" 6" 9" 34 " 17" 29 " 40 " Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:40:47 PM 1/2" = 1'-0" 8/ 2 / 2 0 2 4 5 : 4 0 : 4 7 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A5 ENLARGED RESTROOM PLANS 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 11B-213.2.1 UNISEX (SINGLE-USER OR FAMILY) TOILET AND UNISEX (SINGLE-USER OR FAMILY) BATHING ROOMSUNISEX (SINGLE-USER OR FAMILY) TOILET ROOMS SHALL CONTAIN NOT MORE THAN ONE LAVATORY, AND NOT MORE THAN TWO WATER CLOSETS WITHOUT URINALS OR ONE WATER CLOSET AND ONE URINAL. UNISEX (SINGLE-USER OR FAMILY) BATHING ROOMS SHALL CONTAIN ONE SHOWER OR ONE SHOWER AND ONE BATHTUB, ONE LAVATORY, AND ONE WATER CLOSET. DOORS TO UNISEX (SINGLE-USER OR FAMILY) TOILET ROOMS AND UNISEX (SINGLE-USER OR FAMILY) BATHING ROOMS SHALL HAVE PRIVACY LATCHES. 11B-603.1 GENERAL TOILET AND BATHING ROOMS SHALL COMPLY WITH SECTION 11B-603. 11B-603.2 CLEARANCES CLEARANCES SHALL COMPLY WITH SECTION 11B-603.2. 11B-603.2.1 TURNING SPACE TURNING SPACE COMPLYING WITH SECTION 11B-304 SHALL BE PROVIDED W ITHIN THE ROOM. 11B-603.2.2 OVERLAP REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. 11B-603.2.3 DOOR SWING DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE WITHOUT LIMITATION. OTHER THAN DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS, A DOOR, IN ANY POSITION, SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12 INCHES (305 MM) MAXIMUM. 11B-603.3 MIRRORS MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (889 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-604.2 LOCATION THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTER-LINE OF THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM TO 18 INCHES (457 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN SECTION 11B-604.8.2. WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH. 11B-604.3.1 SIZE CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1422 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES (1524 MM) WIDE AND 48 INCHES (1219 MM) DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. 11B-604.4 SEATS THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. SEATS SHALL BE 2 INCHES (51 MM) HIGH MAXIMUM. 11B-604.5.1 SIDE WALL THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES (1372 MM)MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET. 11B-604.5.2 REAR WALL THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE. 11B-604.6 FLUSH CONTROLS FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 11B-309 EXCEPT THEY SHALL BE LOCATED 44 INCHES (1118 MM) MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2. 11B-604.7.2 DISPOSAL UNITS SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION 11B-309.4 AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDEWALL BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR W ITH THE OPENING OF THE DISPOSAL UNIT 19 INCHES MINIMUM (483 MM) ABOVE THE FINISH FLOOR. 1. Toilet room floors shall have a smooth, hard nonabsorbent surface such as Portland cement, ceramic tile or other approved material that extends upward onto the walls at least 4" (1210.2.1) 2. Walls within 2 feet (610 mm) of the front and sides of urinals and water closets shall have a smooth, hard non-absorbent surface of Portland cement, concrete, ceramic tile or other smooth, hard non- absorbent surface to a height of 4 feet (1219 mm), and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. (1210.2.2) 3. Cement, fiber-cement or glass mat gypsum backers in compliance with ASTM C1178, C1288 or C1325 shall be used as a base for wall tile in tub and shower areas and wall and ceiling panels in shower areas. Water- resistancegypsum backing board shall be used as a base for tile in water closet compartment walls when installed in accordance with GA-216 or ASTM C840. Regular gypsum wallboard is permitted under tile or wall panels in other wall and ceiling areas when installed in accordance with GA-216 or ASTM C840. Water-resistant gypsum board shall not be used in the following locations: Section 2506.1 a. Over a vapor retarder. b. In areas subject to continuous high humidity, such as saunas, steam rooms or gang shower rooms c. On ceilings where frame spacing exceeds 12 inches O.C. for 1/2 inch thick and more than 16 inches O.C. for 5/8 inch thick. SIDE: BOBRICK (or equal) B-6806 X 42"10 GRAB BARS BACK: BOBRICK (or equal) B-6806 x 36" STAINLESS - CONCEALED MOUNTING,1 1/2" dim. CAPABLE OF 250 LBS LOAD MIN 9 TOILET TISSUE DISPENSER BOBRICK B-3091 OR SIMILAR VERIFY SPECIFICATIONS WITH CITY 8 TOILET SEAT COVER BOBRICK B-3091 OR SIMILAR VERIFY SPECIFICATIONS WITH CITY 7 MIRROR BOBRICK B-290 2448 6 LIQUID SOAP DISPENSER BOBRICK B-2013 VERIFY SPECIFICATIONS WITH CITY 5 TOWEL DISPENSERS AND WASTE RECEPTACLE BOBRICK B-3979 SURFACE MOUNTED, STAINLESS STEEL 4 FAUCET AMERICAN STANDARD PARDIGM SELECTRONIC INTEGRATED PROXIMITY LAVATORY FAUCET ADA ACCESSIBLE, VERIFY SPECS. WITH CITY 3 LAVATORY AND FAUCET (WALL MOUNTED) AMERICAN STANDARD - DECORUM 21"x20-1/4" WALL HUNG LAVATORY. 9134001EC (CENTER HOLE ONLY) ADA ACCESSIBLE, VERIFY SPECS. WITH CITY 2 URINAL N/A ADA ACCESSIBLE, VERIFY SPECS. WITH CITY 1 WATER CLOSET AMERICAN STANDARD - 3451.660 MADERA 15" HEIGHT 1.6 GPF FLUSHOMETER... ADA ACCESSIBLE, VERIFY SPECS. WITH CITY ITEM PRODUCT COMMENTS KEYNOTES -RESTROOM 1/2" = 1'-0"1 ENLARGED RESTROOM 1/2" = 1'-0"B RESTROOM "B" 1/2" = 1'-0"A RESTROOM "A" 1/2" = 1'-0"C RESTROOM "C" 1/2" = 1'-0"AS ACCESSIBILITY SIGNAGE No. Description Date 3 BUILDING CORR. 2024.05.15 1/2" = 1'-0"D RESTROOM "D" 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 First Floor+0'-8" KITCHEN 03 First Floor+0'-8" LOBBY 01 KITCHEN 03 First Floor+0'-8" 10 ' - 1 " A5.2 3 3'-0" 30" x 48" 2' - 1 0 " First Floor+0'-8" LOBBY 01 First Floor+0'-8" A5.2 1 A5.2 6 A5.2 4 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:41:02 PM 1/2" = 1'-0" 8/ 2 / 2 0 2 4 5 : 4 1 : 0 2 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A5.1 INTERIOR ELEVATIONS & SECTION 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 1/2" = 1'-0"A SECTION "A" 1/2" = 1'-0"B Section "B" 1/2" = 1'-0"7 RECEPTION/LOBBY A 1/2" = 1'-0"1 RECEPTION/LOBBY B 1/2" = 1'-0"2 RECEPTION/LOBBY D No. Description Date 3 BUILDING CORR. 2024.05.15 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 SF-1 SF-2 T-2 B-2 16" X 16" ACCESS PANEL 5/8" WATER RESISTANT GYP BD. COVE BASE . 3" CIRCULAR OPENING FOR DATA & POWER CORDS, TYP. COORDINATE WITH POS LOCATIONS. COUNTERTOP , REFER TO FINISH SCHEDULE. 2X4 BLOCKING. CONCRETE ANCHOR BOLTS 16" OC STAGGERED UNO. WALL TILE , REFER TO FINISH SCHEDULE. 3/4" PLYWOOD. 5/8" CEMENT BOARD. FRP , REFER TO FINISH SCHEDULE. 2X4 ORDER COUNTER @ ADA SECTION 1 1/2"=1'-0" 2' - 1 0 " M A X C O U N T E R H E I G H T 2'-8" 61/2" 1' - 4 " 11/2" SF-1 L-2 COUNTERTOP , REFER TO FINISH SCHEDULE. 2X4 WOOD STUD WALL, . WALL 2X4 WOOD STUD WALL W/ 5/8" GYP BD & LAMINATE ON EXPOSED EDGES, REFER TO FINISH SCHEDULE. 9'-53/8 3'-0" MIN. ADA COUNTER 2' - 8 " 6'-63/8" 2' - 4 3/4" R3/4" SF-2 T-1WALL TILE , REFER TO FINISH SCHEDULE. 5/8" CEMENT BOARD 1" X 12" MAPLE FAUX WOOD BEAM. FRP , REFER TO FINISH SCHEDULE. 5/8" GYP BOARD. 3-5/8" METAL STUDS. 3/4" PLYWOOD. KITCHEN LOBBY 0.1250ORDER SERVICE WALL 1 1/2"=1'-0" SF-2 BOXED BEAM. 1x MAPLE FAUX WOOD BEAM. J TRIM PIECE. KITCHEN LOBBY 1" X 12" MAPLE FAUX WOOD BEAM. FRP , REFER TO FINISH SCHEDULE. 5/8" GYP BD. 3-5/8" METAL STUDS. 5/8" PLYWOOD. 5/8" GYP BD. 0.1250KITCHEN CASED OPENING HEAD 1 1/2"=1'-0" BTM OF CLG. 6" RE : C E I L I N G P L A N SF-2 T-1 TR-2 TR-2 FRP , REFER TO FINISH SCHEDULE. 3-5/8" METAL STUDS. SCHLUTER QUADEC , REFER TO FINISH SCHEDULE. 5/8" GYP BD. WALL TILE , REFER TO FINISH SCHEDULE. 5/8" CEMENT BOARD. SCHLUTER QUADEC , REFER TO FINISH SCHEDULE. J TRIM PIECE. 3-5/8" METAL STUDS. 5/8" PLYWOOD. MENU BOARD MOUNT. DIGITAL MENU BOARD. 5/8" GYPSUM BOARD. J-BOX. 9'-3" AFF EXTERIOR PAVING - SLOPE TO DRAIN CONCRETE FLOOR SLAB HOLLOW METAL DOOR FRAME RECESSED BOTTOM SWEEP/SEAL 2 1 MAX. SLOPE 2% MAX. FINISH FLOOR PER FINISH SCHEDULE INTERIOREXTERIOR DOOR PER DOOR SCHEDULE ALUMINUM THRESHOLD SET IN SEALANT -SEE A PEMKO 195B / 192B / 196B, TYP. U.N.O. 1/ 2 " M A X . A 1/ 4 " M A X . 1/ 4 " M A X . THRESHOLD DETAIL HALF SIZE @ SILL 2 1 MAX. 1/ 4 " M A X . 1/ 2 " M A X . 1/ 2 " M A X . BLUE (COLOR #15090; FEDERAL STANDARD 595C WHITEWHITE BLUE (COLOR #15090; FEDERAL STANDARD 595C WHITEWHITE DISPLAY OPTIONS PROPORTIONS NOT TO SCALE Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 PROJECT: 5/30/2024 10:09:54 AM As indicated 5/ 3 0 / 2 0 2 4 1 0 : 0 9 : 5 4 A M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A5.2 ARCH DETAILS 23-2292 J.D. PHAM Author Checker 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 1" = 1'-0"1 Order Counter at ADA Section1 1/2" = 1'-0"2 Order Counter Plan 6_1 1 1/2" = 1'-0"3 Order Service Wall1 1 1/2" = 1'-0"4 Kitchen Cased Opening Head1 3" = 1'-0"5 Kitchen Cased Opening Jamb1 1 1/2" = 1'-0"6 Menu Board Mounting1 3" = 1'-0"7 THRESHOLD DETAIL 1 1/2" = 1'-0"8 INTERNATIONAL SYMBOL No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 EXIT 44.3" 14" 14" 14”x14” DUCTWORK = 3 DECK OVEN 11.5”x11.5” DUCTWORK = 2 DECK OVEN WIDE FLANGE CONTROL PANEL (OPTIONAL) NARROW FLANGE TAB PORT 131.3" 22.2" 32.1" 64.2" 18" 7' - 6 " 3' - 7 " 3' - 0" 7'-2"3'-0" 3' - 0 " 3' - 0" 3' - 0" 54 41 54 43 14 54 23 FEC DATA CABINET 23 20 32 33 34.A 22 44 54 42 41 5442 29 3 41 24.3 43 6 24.4 5.A 4.A 41 1.1 24.2 54a 10 ' - 0 " 9 ' - 6 " 12 2417.117 13.B 13.1 23.1 23 19.2 19.4 63 9 25.A 22 18 24.1 7.1 8 A6 2 21 21 21 21 21 16 2626 22.1 12'-6" 12 24.2 41 41 54a 54a 12 23 23 34.a 19.3 19.1 19 80 28 7' - 6 " 6'-10" 10'-0" 3' - 2 " 4.1 2'-0" FEC 31a 31 34.A 23 EQUIPMENT SCHEDULE Item No Qty Equipment Category Manufacturer Model Number Am p s KW HP Vo l t s Ph a s e Cy c l e Di r e c t Pl u g NE M A El e c t r i c a l AF F ( i n ) El e c t r i c a l Ro u g h - I n Co l d W a t e r Si z e ( i n ) Co l d W a t e r AF F ( i n ) Ho t W a t e r Si z e ( i n ) Ho t W a t e r AF F ( i n ) Di r e c t D r a i n Si z e ( i n ) Di r e c t D r a i n AF F ( i n ) In d i r D r a i n Si z e ( i n ) In d i r D r a i n AF F ( i n ) Ga s Si z e ( i n ) MB T U H Ga s AF F ( i n ) 1.1 1 Refrigerator, Pizza Prep RANDEL 84111N-290-MP/L 12.8 0.6 120 1 60 X 5-20P 8 Mega Top Sandwich/ Salad Preparation Refrigerator 4.A 2 Display Case, Refrigerated True Mfg. - General Foodservice T 23G HC CW FGD01 RH 6.9 0.2 120 1 60 X 5-15P 82.25 5 1 Table, Work John Boos ZMARCO-ST6R1.5-36120GSK 6 1 Dough Roller Somerset CDR-300 MPF 6.8 0.5 115 1 60 X 5-15P BKHS W 1410 SS P G122Sink, Hand, Wall Mount 13.B 1 Sink, 1 Comp 13.1 1 Faucet, Wall Mount T&S Brass B 1126 1 Drain, Lever Handle BK LWR 1 17 1 Sink, Scullery, 3 Compartments BKS-3-24-14-24T 0.5 38.5 0.5 38.5 1.5 22 17.1 2 Pre-Rinse Faucet, Wall Mount B-0133-B 3 Drain, Lever Handle BK-LWR-1 18 1 Mixer, Pizza Globe Food Equipment, (Middleby)SP62P 3 MPF 12.0 3.0 208 3 60 X L15-20P 44 BK Resources BKS-1-18-12-18L 18x18x12"BK Resources BK Resources BK Resources T&S Brass BK Resources 4.1 1 PROOFER DOUGH TRAY RACK Channel Custom RIR-16-MPF 19.2 1 Veggie SLICER NEMCO 55200AN-6(55200AN-6) PRIOR TO ANY UTILITY ROUGH-IN(S) THE G.C. AND SUB-CONTRACTORS SHALL REVIEW THE PROJECT SPECIFIC EQUIPMENT CUT SHEETS AND SUBMITTAL PROVIDED BY THE CLIENT AND FOOD EQUIPMENT COMPANY TO DETERMINE ALL UTILITY INFORMATION PROVIDED IN THE DESIGN DRAWINGS IS ACCURATE. Furniture Menu Board & Illuminated Logo Computer Equipment Computer Equipment Computer Equipment Drivers Station Computer Equipment Computer Equipment 20 1 Reach in One Door Freezer Seagate SB25WF 6.2 0.2 115 1 60 X 5-15P 7 21 5 Bun Sheet Pack Rack UPR1826F20580 22 2 Rack, Dunnage Winco ADRK 2048 23 1 Wire Shelving Wire Shelving, Epoxy Coated Metro Model BH6K3 24.1 1 Wire Shelving, Epoxy Coated FF1448C 24.3 BK Resources BKWSE 1624 25.A 5 Shelving, Wire 26 2 Walk-In Shelving W/ Casters 28.0 1 Display Case, Refrigerated True Manufacturing Co., Inc.GDM-LD Double Door 5.2 0.6 0.3 115 1 60 X 5-15P 29 1 Howard Co Menu Boards & Illuminated Logo COORD. W/ VENDOR 30.0 0 By Others 4'-0" Bench Seat 31 1 Wall Hung Dry Chemical Fire Extinguisher Per Code, Min. Size 3A; 40BC 5 Lb. 31a 1 Wall Hung Dry Chemical Fire Extinguisher Per Code Larsens Type K 32 1 Mop / Broom Rack / Chemical storage shelf and mop rack Rubbermade RM1992 33 1 Tankless Water Heater Nortiz Noritz NCC300DV 39 1 Dual-Housing Water Treatment System With Drop-in Cartridges Pentair 150233 41 4 By Vendor Receipt Printer COORD. W/ VENDOR 42 2 By Vendor Report Printer COORD. W/ VENDOR 1 VTTR 4824 COORD. W/ VENDOR 44 1 By Owner TV (Wall Mounted) COORD. W/ VENDOR 54 4 By Vendor POS / Computer COORD. W/ VENDOR 54a 2 By Vendor Bump Screen COORD. W/ VENDOR Employee Lockers U-line Double Tier 2 Wide63 1 By Vendor Cambro 1 Cheese Dunnage Cambro DRS480480 23.1 5 1 SMART WALL OVER 3 BAY SINK24 FF2448C FF2448G 1880 Hospitality Shelf, Wall Mount1 24.2 BK Resources BKWSE 1648 Shelf, Wall Mount2 24.4 BK Resources BKWSE 1648 Shelf, Wall Mount2 34.A 1 Shelving Wire Hot Bag Rack Oneida Hospitality Group FF2448C 43 BK Resources 3 19.3 19.4 1 1 CAN OPENER Edlund u-125 Tomato Slicer Nemco 55600-1 80 1 Single-Safe Compartment, Single Drop McGunn B1512WD-SR2 2.1 1 Shelving, Wire Front Counter FF2142C1880 Hospitality 3 1 Turbo Air MST 36 15 N6 MPF 8 1 Oven, Conveyor Middleby Marshall X70-2 15.0 208 1 60 X L6-20P 25 0.75 160 22 15.0 208 1 60 X L6-20P 44 0.75 160 398.1 1 Eyebrow Hood System Halton P2-TIP 9 1 Custom Pizza Table,LaRosa Refrigeration L 601108 32 LB MT CW/ SS Screen Catcher Box,Cutting Table Overshelf 8.1 1 Eyebrow Hood System 8.4 1 Ansul System ANSUL Ansul R-102 19 1 Table, Work, 84" Stainless Steel Top John Boos Z-MARCO-ST4-3084GSK 19.1 1 Work Table Drawer John Boos DR2015-S30-X 22.1 FF1860C 1880 Hospitality 1880 Hospitality 1880 Hospitality 1880 Hospitality FF1860C 1880 Hospitality FF2448C 16 1 Walk-In Cooler w/ Remote Condenser Kolpack 9'-9" x 11'-6" x 8'-4"(h) Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:41:15 PM As indicated 8/ 2 / 2 0 2 4 5 : 4 1 : 1 5 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A6 EQUIPMENT PLAN 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 1/4" = 1'-0"1 EQUIPMENT PLAN **NOTE: ALL PIECES OF EQUIPMENT SHALL BE WASHED AND SANITIZED IN THE 3-COMPARTMENT SINK SHALL BE IMMERSED INTO THE BASINS. SEE CODE SECTION 112099(B) CFC §607.4 APPLIANCE CONNECTION TO BUILDING PIPING. GAS-FIRED COMMERCIAL COOKING APPLIANCES INSTALLED ON CASTERS AND APPLIANCES THAT ARE MOVED FOR CLEANING AND SANITATION PURPOSES SHALL BE CONNECTED TO THE PIPING SYSTEM WITH AN APPLIANCE CONNECTOR LISTED AS COMPLYING WITH ANSI Z21.69. THE COMMERCIAL COOKING APPLIANCE CONNECTOR INSTALLATION SHALL BE CONFIGURED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS. MOVEMENT OF APPLIANCES WITH CASTERS SHALL BE LIMITED BY A RESTRAINING DEVICE INSTALLED IN ACCORDANCE WITH THE CONNECTOR AND APPLIANCE MANUFACTURER’S INSTRUCTIONS. 1/4" = 1'-0"2 hood No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 5/30/2024 10:09:56 AM 5/ 3 0 / 2 0 2 4 1 0 : 0 9 : 5 6 A M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A6.1 WALK IN COOLER 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 EXIT EXISTING UNIT EXISTING UNITEXISTING UNITEXISTING UNIT EXISTING UNIT EXISTING UNIT EXISTING UNIT 9' - 1 " 10 ' - 3 " A7.11 (E) SIMPSON HCCT HINGE CONNECTOR W/ 10,990 # CAPACITY UNIT MAX WEIGHT: 1100# (E) 4"DIA. PIPE COL. (E) 5 1/8" x 21 GLULAM BEAM (E) 5 1/8" x 21 GLULAM BEAM (E ) 4 x 1 4 P U R L I N S (E ) 4 x 1 4 P U R L I N S (E) 2x6 ROOF JOISTS @ 2'-0" O.C. MAX Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 8/2/2024 5:41:24 PM 3/16" = 1'-0" 8/ 2 / 2 0 2 4 5 : 4 1 : 2 4 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A7 ROOF PLAN 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 3/16" = 1'-0"1 ROOF PLAN (E) UNIT FOR SUITE BELOW TO BE DEMO'D CONTRACTOR TO VERIFY IN FIELD THE EXACT LOCATION OF AC UNIT (N) UNIT FOR SUITE BELOW RTU-1 PER M200 (583 LBS) (N) UNIT FOR SUITE BELOW RTU-2 PER M200 (561 LBS) 1. SEE RECORD DRAWINGS BY R.J. MOON, INC CONSULTING STRUCTURAL ENGINEERS DATED AUGUST 14, 1985 FOR BALANCE OF INFO. 2. CONTRACTOR TO ENSURE WOOD FRAMING MEMBERS AND THEIR CONNECTIONS (AROUND THE AREA OF WORK) IS IN ACCEPTABLE CONDITION AND DOES NOT SHOW SIGNS OF DEGRADATION. No. Description Date 2 Revision 2 2024.03.22 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 EVERYTABLE (E ) L A N D S C A P E A R E A EX I T 300'-0" (E) BUILDING PARAPET 6' - 0 " 20 ' - 8 " RTU-2 RTU-1 9'-1"10'-3" Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 PROJECT: 8/2/2024 5:41:32 PM 1" = 10'-0" 8/ 2 / 2 0 2 4 5 : 4 1 : 3 2 P M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.07.25.rvt A7.1 LINE OF SIGHT 23-2292 J.D. PHAM Author Checker 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 1" = 10'-0"1 SCREEN VIEW 1" = 10'-0"2 ROOF PLAN (LINE OF SITE) No. Description Date 2 Revision 2 2024.03.22 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 STRUTS SHALL NOT REPLACE HANGER WIRES. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFER WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN STRAIGHT AND UNOBSTRUCTED. NOTES: RIGID VERT. STRUT. (SIMILAR TO SOFFIT ATTACHEMENT SEE STRUCT. FOR SOFFIT DETAIL) 12 GA VERTICAL HANGERS AT 4'-0" O.C. EACH WAY AT MAIN RUNNER WITH MINIMUM 3- TIGHT TURNS IN 3" AT BOTH ENDS, SEE 12 GA. BRACING WIRE W/MIN. 4-TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS 90º APART, 4- TOTAL AT EACH STRUT (U.N.O.) SEE SEE DETAIL 2/A9.5.2 FOR LOCATION OF BRACING WIRES AND STRUT MAIN RUNNER CROSS RUNNER 1. . 6 MIN 1 0° TO 45° (NOTE 2) 2'-0" TYP 4'-0" 2'-0" TYP 2. 6 A951 6 A951 FREE JOINT ATTACHED JOINT CROSS RUNNERS TYP. BRACING WIRE LOCATION-TYP. CONT ANGLE @ PERIMETERNOTE: BRACING WIRES AND COMP. STRUT SHALL OCCUR AT EVERY 144 SQ. FT. MAX. IN ROOMS OVER 144 SQ. FT. MAIN RUNNERS STABILIZER BARS, CROSS TEES OR STRUTS 8" MAX. FROM WALL TYP. ALONG FREE JOINTS MAX 6' - 0" MAX 12' - 0" MAX 6' - 0" MA X 6' - 0 " MA X 12 ' - 0 " MA X 6' - 0 " ATTACHED JOINT FREE JOINT FREE JOINT ATTACHED JOINT 144 SQ FT MAX TYP 4 A951 2 A951 4 A951 4 A951 4 A951 HEAVY-DUTY T-BAR GRID SYSTEM ATTACHED JOINT FREE JOINT NOTES: 1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS. CONT. SLOTTED ANGLE STABILIZER BAR W/ HORIZ. 6d RINGSHANK NAIL (NOTE 2). OMIT STRUT WHERE RUNNER IS WITHIN 8" OF WALL . HANGER WIRE MAIN OR CROSS RUNNER CEILING PANEL STEEL POP RIVET @ ATTACHED SIDE ONLY CHANNEL. (STABILIZER BAR) RUNNER (SEE NOTE 1 BELOW) 8" MAX. (SEE NOTE 1 BELOW) 8" MAX. 2. NAILS AT ENDS OF HORIZONTAL STABILIZERS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT. 3/4" CLR. 4. APPROVED STABILIZER 1" x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO 20 GA. MIN. WALL STUD @ 24" O.C. (T Y P . ) 1/ 2 " M I N . (SEE NOTE 3) NOTE #4 STABILIZER BAR MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT. 3. (1) #10 SMS TO 20 GA. MIN. WALL STUD @ 24" O.C. 4. 1" 2" AIR TERMINAL OR LIGHT FIXTURE (56# MAX.) (2) 12 GA. SLACK SAFETY WIRE HANGERS FOR DEVICES THAT WEIGH LESS THAN 56 LBS PLACE ON DIAGONAL CORNERS. EXCEPTION: FIXTURES GREATER THAN 2 FEET X 4 FEET WEIGHING LESS THAN 56 LBS. REQUIRE A 12 GA. SLACK SAFETY WIRE HANGER AT EA. CORNER. 2-#8 S.M.S. IN TWO OPPOSITE SIDES (4 TOTAL) LOCATE SCREWS NEAR CORNERS OF TERMINAL OR FIXTURE HEAVY DUTY SYSTEM 3 TURNS @ HANGER WIRE TYPICAL @ EACH END 4 TURNS @ BRACE WIRES TYP. @ EACH END FOR CONNECTION TO STRUCTURE SEE CONNECTION MATRIX ON FOR CONNECTION TO STRUCTURE SEE CONNECTION MATRIX ON HANGER WIRE BRACING WIRE 1 1/2" MAX. 10° TO 45° 3" M A X . U.N.O. 1/2" MAX. 1/2" MAX. U.O.N. #12 GAGE WIRE #12 GAGE WIRE 1/ 2 " T Y P 1/2" TYP 10 A951 10 A951 1/4" DIA. CLOSED SCREW EYE. INSTALL IN THE DIRECTION OF THE BRACE WIRE BLOCKING FASTEN TO JOIST w/ 1-1/2" X 1-1/2" X 18 GA. CLIP AND (4) 8d X 1-1/2" NAILS EACH SIDE AND EACH END THREE 1-1/2" X 9 GA. STAPLES OR 3-STRONGHOLD "J" NAILS AT EACH WIRE LOOP JOIST OR RAFTER 1" M I N . BRACING WIRE . 1-1/2" MIN. PENETRATION THREE 1-1/2" X 9 GA. STAPLES OR 3-STRONGHOLD "J" NAILS AT EACH WIRE LOOP BRACING WIRE2X BLKG. w/ 2-16d COMMON NAILS AT EACH END JOIST OR RAFTER BRACING WIRE 1/4" DIA. SCREW EYE w/ FULL THREAD EMBEDMENT (1-1/2" MIN.) INSTALL IN DIRECTION OF WIRE 3" M A X . 6 A951 TYP 3 TURNS IN 3" TYPICAL @ EACH END HANGER WIRE ONLY HANGER WIRE 4 TURNS IN 1-1/2" TYPICAL @ EACH END HANGER OR BRACE WIRE BRACE OR HANGER WIRE NOTES: WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED. SAWN TIMBER 8/- STRUCTURAL CONDITION OF FLOOR/ ROOF ABOVE SUSPENDED CEILING APPLICABLE HANGER WIRE DETAIL 8/A9.5.1 APPLICABLE BRACING WIRE DETAIL WOOD I JOIST N/A N/A METAL DECK N/A N/A ARMSTRONG WORLD INDUSTRIES, INC.ICC-ES EST-13087301 XL7342 N/A N/A N/A GYPSUM BOARD PER FINISH SCHEDULE 7/8" 25 GA. GALV. HAT CHANNEL CROSS RUNNER AT 24" O.C. - SADDLE TIE AT EA. INTERSECTION WITH (2) #18 GA. TIE WIRES 1-1/2" COLD ROLLED CHANNEL MAIN RUNNER, .475 LBS./FT., AT 3'-6" OC (FOR 4'-0" HANGER USE RUNNER AT 3'-0" O.C.) (4) #12 GA SPLAY WIRES - MIN. (4) TWISTS PER WIRE #8 GA WIRE AT 3'-6" O.C. - (3) TWIST MIN. FOR STUD CONNECTION: 2"X2"X16 GA. CONT. ANGLE - ATTACH TO STUDS WITH #10 SMS @ 16" O.C. FOR CMU CONNECTION: W/3/8" DIA. HILTI KWIK BOLT 3 ANCHORS, 2 1/2" MIN. EMBED AT 32" O.C. MAX. (ICC ESR-1385) WALL FINISH CLEARANCE TO ADJACENT WALL PER ASCE 7-05, CH. 13 16 GA BLOCKING SAME SIZE AS STUD PER S0.2.5 3/4" NOTE: FOR ADDITIONAL INFORMATION, SEE WALL TYPE PER PLAN 3 A9.5.1 FIRE-RATED METAL STUD PARTITION, SEE PLAN FOR WALL TYPE FIRE-RATED CAULKING OR CLOSED CELL POLYURETHANE FOAM & TAPE LISTED BY STATE FIRE MARSHALL 1/2" MAX. ANNULAR SPACE AROUND PENETRATION DUCT, PIPE OR CONDUIT U.L. SYSTEM # W-L-1001 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 PROJECT: 5/30/2024 10:09:59 AM As indicated 5/ 3 0 / 2 0 2 4 1 0 : 0 9 : 5 9 A M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A951 TYP. SUSP. ACOUSTICAL CEILING DETAILS 23-2292 J.D. PHAM Author Checker 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A SCALE:2SUSP. CLG. - SUSPENSION & BRACING ASSEMBLY1 SCALE:1 TYP. CLG. PLAN FOR 12' X 12' BRACE ASSEMBLY SPACING2 SCALE:4CEILING PERIMETER1 SCALE:5 SUSP. CLG. LIGHT FIXT./AIR TERMINAL SUPPORT DETAIL2 SCALE:6HANGER & BRACING WIRE CONN. - TYP. WIRE TURNS1 SCALE:8BRACING WIRE CONNECTION TO SAWN TIMBER2 SCALE:13CEILING WIRE SPLICES2 SCALE:10HANGER & BRACING WIRE CONNECTION MATRIX1 SCALE:16CEILING NOTES2 SCALE:3TYP. SUSPENDED GYPSUM BOARD CEILING1 NOTE: "SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS." SCALE:17FIRE PENETRATION No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 MIN 2- #8x SCREW @12" OC METAL STUD TO P T R A C K / S L I P TR A C K 1166 1166 PARTITION WALLS 1166 1166 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 5/30/2024 10:10:00 AM 1/8" = 1'-0" 5/ 3 0 / 2 0 2 4 1 0 : 1 0 : 0 0 A M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt AW1 METAL STUD INFO. 23-2292 J.D. PHAM RS ES TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 1/8" = 1'-0"1 METAL DETAIL TO FLOOR & CEILING No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 RA H M A N E N G I N E E R I N G 69 3 9 S C H A E F E R A V E . , D - 1 7 0 CH I N O , C A 9 1 7 1 0 TE L . 2 1 3 - 4 0 0 - 8 0 7 8 DESIGN CRITERIA WOOD NOTES CONCRETE NOTES WOOD NOTES (cont.)GENERAL NOTES STRUCTURAL STEEL NOTES ABBREVIATIONS REINFORCING STEEL NOTES LIGHT GAUGE STEEL T. I . FO R M A R C O S P I Z Z A 10 0 N . H A R B O R B L V D . SU I T E C - 3 SA N T A A N A C A 9 2 7 0 3 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 WIND: SEISMIC: 6' - 1 0 " 7' - 9 " (E) SIMPSON HCCT HINGE CONNECTOR W/ 10,990 # CAPACITY UNIT MAX WEIGHT: 1100# (E) 4"DIA. PIPE COL. (E) 5 1/8" x 21 GLULAM BEAM (E) 5 1/8" x 21 GLULAM BEAM (E ) 4 x 1 4 P U R L I N S (E ) 4 x 1 4 P U R L I N S (E) 2x6 ROOF JOISTS @ 2'-0" O.C. MAX 17 ' - 1 1 " 20 ' - 1 " 20 ' - 7 " 6'-0"6'-0"6'-0" RA H M A N E N G I N E E R I N G 69 3 9 S C H A E F E R A V E . , D - 1 7 0 CH I N O , C A 9 1 7 1 0 TE L . 2 1 3 - 4 0 0 - 8 0 7 8 T. I . FO R M A R C O S P I Z Z A 10 0 N . H A R B O R B L V D . SU I T E C - 3 SA N T A A N A C A 9 2 7 0 3 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 SECTION VIEW 1 5/8" x 1 5/8" 12 GAGE SEE MECHANICAL SHEET FOR ADDITIONAL INFORMATION PLAN VIEW UNISTRUT SIZE: 1 5/8" x 1 5/8" 12 GAGE V = 345 LB V =143 LB CONNECTED W/ 1/2" BOLT EXISTING WALL TOTAL WT = 523 LB AND HORZ. LOAD IN ALL DIRECTION RA H M A N E N G I N E E R I N G 69 3 9 S C H A E F E R A V E . , D - 1 7 0 CH I N O , C A 9 1 7 1 0 TE L . 2 1 3 - 4 0 0 - 8 0 7 8 T. I . FO R M A R C O S P I Z Z A 10 0 N . H A R B O R B L V D . SU I T E C - 3 SA N T A A N A C A 9 2 7 0 3 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 FIRE WALL RATED PENETRATIONS (WHERE OCCURS TYP.)4 ORDERING AREA SERVICE AREA TYPICAL ORDERING -DINING AREA/ 3 SOFFIT DETAIL SERVICE AREA SUSPENDED CEILING DETAIL 6 CEILING STRUT DETAIL SUSPENDED GYP. BD. CEILING FIRE SPRINKLER TYPICAL INSTALLATION WIRE ANCHORS ATTACHED JOINT UNATTACHED JOINT T-BAR CEILING NOTES: T-BAR CEILING NOTES (CONT): OPTION 1 OPTION 2 COMPRESSION STRUT CONNECTION TO TIMBER STRUCTURE INTERIOR WALL @ SLAB TYPICAL NON-BEARING 1 NON BEARING WALL DETAIL 5 SUSPENDED (T - BAR ) CEILING 8 "C3" X-BRACING @ 48" OC "C3" W/ HU HGR @ 16" ALTERNATE W/ 2-#10 SCREWS METAL STUD DESIGNATION PER SHEET GN 3 7 5'-0" TYP. SPACING 5'-0" TYP. SPACING SOFFIT DETAIL LONG DISTANCE "C3" X-BRACING @ 48" OC "C3" W/ HU HGR @ 16" ALTERNATE W/ 2-#10 SCREWS (E)TRUSS BOTTOM CHORD (E)TRUSS BOTTOM CHORD RA H M A N E N G I N E E R I N G 69 3 9 S C H A E F E R A V E . , D - 1 7 0 CH I N O , C A 9 1 7 1 0 TE L . 2 1 3 - 4 0 0 - 8 0 7 8 T. I . FO R M A R C O S P I Z Z A 10 0 N . H A R B O R B L V D . SU I T E C - 3 SA N T A A N A C A 9 2 7 0 3 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 5/30/2024 10:09:35 AM 5/ 3 0 / 2 0 2 4 1 0 : 0 9 : 3 5 A M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A0.1 Green Building 23-2292 J.D. PHAM Author A0.1 TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)^20-9 0 0 10-25 2 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20% of total ¹25% of EV capable spaces ¹ TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 3 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] BUILDING TYPE BUILDING SIZE (SQ. FT.) NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10,000 to 90,000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 400 Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G1 G2 G3 G4 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G1 G1 G2 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G1 G1 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G0 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meetU-value limits for "all other outdoor lighting" Y N/A Y N/A Y N/A Y N/A Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2(and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW-EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962. 2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards. TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero-emission standards. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance . Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS].For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2(and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS].An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO).The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD]The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1]A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.106.5.3 Electric vehicle (EV) charging . [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section 5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE.Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1et seq.for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. 5.106.5.3.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with theCalifornia Building Code, Chapter 11B, Section 11B-228.3. Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with theCalifornia Building Code, the California Electrical Code and as follows: 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces. [N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following: 1. The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE. 2. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table 5.106.5.4.1 3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles. 4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.4.1. 5.106.8 LIGHT POLLUTION REDUCTION. [N].l Outdoor lighting systems shall be designed and installed to comply with the following: 1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. 1. Where there is insufficient electrical supply. 2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing-Glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N] 1.See alsoCalifornia Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1,California Energy CodeTables 130.2-A and 130.2-B. 3. Refer to theCalifornia Building Codefor requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2. Designated and marked play areas of organized sport activity are not included in the total area calculation. No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 5/30/2024 10:09:36 AM 5/ 3 0 / 2 0 2 4 1 0 : 0 9 : 3 6 A M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A0.2 Green Building 23-2292 J.D. PHAM Author AGRN-2 TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 Y N/A Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead.Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. 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. Note: A hand-held shower shall be considered a showerhead. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2(and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA).The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR.British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS.Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn).The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV).An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of theCalifornia Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj).One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE).The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq).The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY.An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY.A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP).The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE).A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT.A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW.Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT.A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR).The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR).The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES.Access fittings with a valve core installed. SHORT RADIUS ELBOW.Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET.For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) . Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. 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, use 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 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception : Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception : Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of thePublic Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements inCalifornia Code of Regulations(CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS.Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS.For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23,California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception : Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with theCalifornia Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Codeand in Chapter 6 of this code. SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2(and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION.Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL.Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings . Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.410.2 COMMISSIONING. [N]New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with theCalifornia Energy Code. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. 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. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre-rinse spray value When installed, shall meet the requirements in theCalifornia Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from theCalifornia Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Scale Project number Date Drawn by Checked by This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Everett Smith, and is not to be used in whole or in part, for any other project without the written authorization of Everett Smith/ ESDESIGNS. All Rights Reserved PREPARED BY: Email: everett@everettsmithdesigns.com PROJECT: CLIENT NAME: PROJECT ADDRESS: REVISIONS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. HIDDEN CONDITIONS MAY EXIST, AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND BRING TO THE DESIGNERS ATTENTION. MENIFEE, CA 92584 EEEEVVVVEEEERRRREEEETTTTTTTT SSSSMMMMIIIITTTTHHHH DDDDEEEESSSSIIIIGGGGNNNNSSSS,,,, IIIINNNNCCCC 2023 DDDDD S E 30141 ANTELOPE RD. D774 5/30/2024 10:09:36 AM 5/ 3 0 / 2 0 2 4 1 0 : 0 9 : 3 6 A M Z:\Shared\Everett Smith Designs\___ES Design Jobs\23-2292 BCAL Marcos Orange\23-2292 Orange Marcos Pizza 2024.05.15.rvt A0.3 Green Building 23-2292 J.D. PHAM Author Checker TE N A N T I M P R O V E M E N T MA R C O S P I Z Z A 100 N.HARBOR BLVD. SUITE C-3 SANTA ANA CA 92703 TABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 5.504.4.3 - CONT. GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS 1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD 2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 Y N/A Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. 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) ofCalifornia Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with theCalifornia Mechanical Codeand as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING.HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD].When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of theCalifornia Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. 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 the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of theCalifornia Energy Code,shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. 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 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building 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. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 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 Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 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, ofCalifornia Code of Regulations, Title 17, commencing with Section 94507. No. Description Date 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:40 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: E100 . (N.L.) J 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:40 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: E101 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:40 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: E102 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:41 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: E103 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Tuesday, July 30, 2024 10:19 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 4 - B B R e v 4 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 2 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: E200 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 FEC LOBBY 01 RESTROOM 05 FEC EXISTING UNIT Plotted: Tuesday, July 30, 2024 10:19 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 4 - B B R e v 4 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 2 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: E300 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Tuesday, July 30, 2024 10:20 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 4 - B B R e v 4 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 2 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: E301 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Tuesday, July 30, 2024 10:20 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 4 - B B R e v 4 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 2 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: E400 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Thursday, December 07, 2023 10:27 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 0 - B B R e v 0 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 0 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: E401 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:41 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: EH100 ”” 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:41 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - E - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: EH101 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:44 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M100 ""” – ”” ’ ’ . 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:44 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M101 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:44 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M102 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:44 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M103 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 EXISTING UNIT EXISTING UNIT Plotted: Wednesday, July 31, 2024 8:48 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 4 - B B R e v 4 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 2 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M200 ” “ ”’ ’ 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Wednesday, July 31, 2024 8:48 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 4 - B B R e v 4 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 2 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M201 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M202 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M203 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M204 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M205 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M300 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: M301 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: MH100 ”” 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: MH101 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: MH102 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: MH103 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 10:45 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - M - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: MH104 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 11:19 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - P - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: P100 OFF ON . 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 11:19 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - P - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: P101 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 11:19 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - P - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: P102 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 11:20 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - P - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: P110 ’ 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 FEC LOBBY 01 RESTROOM 05 FEC Plotted: Wednesday, July 31, 2024 8:43 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 4 - B B R e v 4 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - P - R E V 2 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: P200 ˚ ˚ 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 FEC LOBBY 01 RESTROOM 05 FEC Plotted: Wednesday, July 31, 2024 8:43 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 4 - B B R e v 4 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - P - R E V 2 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: P300 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 FEC LOBBY 01 RESTROOM 05 FEC Plotted: Wednesday, July 31, 2024 8:43 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 4 - B B R e v 4 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - P - R E V 2 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: P400 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Plotted: Saturday, May 18, 2024 11:20 AM \\ M Y C L O U D P R 2 1 0 0 \ B l u e b e r r y \ 0 1 - B l u e b e r r y I n c \ 0 2 - B l u e b e r r y E n g i n e e r i n g \ 0 3 - P r o j e c t s \ 1 0 - 2 0 2 3 P r o j e c t s \ 2 3 6 9 2 2 _ O r a n g e M a r c o s \ 2 - T e c h n i c a l \ 3 - N a t i v e F i l e s \ 0 3 - B B R e v 3 \ 0 1 - D r a w i n g s \ 2 3 6 9 2 2 - P - R E V 1 . d w g DATE: of DRAWING NO. SCALE: N0 . DA T E RE V I S I O N SHEET TITLE PR O J E C T T I T L E OWNER/CLIENT: PROJECT ADDRESS © blueberry,inc. PROJECT NO.: P500 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Rahman Engineering Inc. A Civil / Structural & Environmental Engineering Services Company (Professional Engineer License # C69263, QSD/QSP # 22406) Rahman Engineering Inc. Tel: (213) 400-8078 13611 12th St., Suite-B, Chino, CA 91710 E-mail: moksud.rahman@gmail.com STRUCTURAL CALCULATIONS Project Name & Address by - Moksud Rahman, PE T.I. FOR MARCOS PIZZA 1 2091 Madera Rd, Simi Valley, CA 93065, USA 1 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 !""# $%&'()*+,-.'/&01., 233'%445 6778 9 :; ;<" 7=;> ?..'31,&0%45 == @AB766;!66 <"7@A"C DE%F&01.,5 " G1/%40&/H5 "7"@!7C!7B6=IA7I@7 7"J K&L&'3*GMH%5 N O%-%'%,(%*P.(Q/%,05 !6B O14R*?&0%S.'M5 TT $10%*?E&445 U! V&41(*W&'&/%0%'4 X&/% Y&EQ% P%4('1H01., 6=" Z [\ N ] ^7"_ 6 7@ Z [\ N ] ^67_ Z 6AC@ !N : Z6 ` !N : U 67AB 8N N\: 7" U6 ` 8N N\: 67 ` 66@C a233101.,&E*+,-.'/&01., X&/% Y&EQ% P%4('1H01., U ` N\ \ #6" N 7" #:` N 67 [ 7<"= ]7"_ [6 7<"" ]67_ b 7AB= Z b \ #b6" N b bZ 7B B N \ C \! ]_ [ 6=" ! \ \ N ]7"_ > 6@=6 # N! ]"c dA7 _ U 6C6 # N : ]7"_ 6[ 7@ ! \ \ N ]67_ 6> 7A6 # N! ]"c dA7 _ 6U 7B"C # N : ]67_ b 7 @C # N : ]b_ ` 66@C efghigjklmjhnopnqrmgphfgighsthutehigvlgqmhrowhjmrmghxihlxqrlhrygopygomjhmxhmfghzrlkgjhxihrowhpglnogrmnxohlnogjhyrpghpkino{hmfgh|knlpno{hqxpghrpx}mnxoh}ixqgjj~hjgijhjfxklphqxovniyhrow xkm}kmhx|mrnogphvixyhmfnjhmxxlh€nmfhmfghlxqrlh kmfxinmwh‚rzno{hƒkinjpnqmnxoh|gvxigh}ixqggpno{h€nmfhpgjn{o~ „…†‡ˆ ‰Š‹Œ ŠŽŠŒ ‘ ’Œ“””•–—˜Œ™š›“™œ—‹”šŽŒŠŒžŠ‹Œ—šš”š 2 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Wood Beam LIC# : KW-06017805, Build:20.23.2.14 MS CONSULTING ENGINEERS (c) ENERCALC INC 1983-2022 DESCRIPTION:NEW 2-2x6 Project File: BM.ec6 Project Title: Engineer: CODE REFERENCES Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.2 900 900 1350 625 1600 580 180 575 31.21 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 2.0 ft Point Load : D = 0.60 k @ 3.0 ft, (HVAC WT. =) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.780: 1 Load Combination D Only Span # where maximum occurs Span # 1 Location of maximum on span 3.000 ft 34.26 psi= = 1,053.00 psi 2-2x6Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination D Only = = = 162.00 psi== Section used for this span 2-2x6 Maximum Shear Stress Ratio 0.211 : 1 0.000 ft= = 821.16 psi Maximum Deflection 0 <360 710 Ratio =0 <180 Max Downward Transient Deflection 0.018 in 4084Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.101 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #F Max Stress Ratios fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1 0.780 0.211 0.90 1.300 1.001.00 1.00 1.04 821.2 1,053.0 0.38 162.034.3 0.00.0 1 0.659 0.194 1.25 1.300 1.001.00 1.00 1.22 964.0 1,462.5 0.48 225.043.6 0.00.0 1 0.635 0.183 1.25 1.300 1.001.00 1.00 1.17 928.3 1,462.5 0.45 225.041.2 0.00.0 1 0.263 0.071 1.60 1.300 1.001.00 1.00 0.62 492.7 1,872.0 0.23 288.020.6 Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16 Load Combination Set : IBC 2021 3 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 Wood Beam LIC# : KW-06017805, Build:20.23.2.14 MS CONSULTING ENGINEERS (c) ENERCALC INC 1983-2022 DESCRIPTION:NEW 2-2x6 Project File: BM.ec6 Project Title: Engineer: Project ID: Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.1013 3.022 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.510 0.510 Max Upward from Load Combinations 0.510 0.510 Max Upward from Load Cases 0.390 0.390 D Only 0.390 0.390 +D+Lr 0.510 0.510 +D+0.750Lr 0.480 0.480 +0.60D 0.234 0.234 Lr Only 0.120 0.120 4 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 ASCE Seismic Demands on Nonstructural Components LIC# : KW-06017805, Build:20.23.2.14 MS CONSULTING ENGINEERS (c) ENERCALC INC 1983-2022 Project File: BM.ec6 Project Title: Engineer: Seismic Demands on Nonstructural Components per ASCE 7-16 Section 13.3.1 and 13.4.1 30.0 DSS =h = HVAC WT. = 1100LB 2.50 1,100.00 30.00 6.00 1.00 1.00 1.00 819.502,622.40 491.70 819.50 z/h : Actual = Fp Calc'd :Fp DESIGN :Components =Components =Fp Upper Limit = W =z =R =I = Connections =819.50 Connections =819.50 P Description : a =P P z/h Design =P ft Fp Lower Limit = a : Component operating weight Fp - Calc'd W P : Component response modification factor (Table 13.5-1 or Table 13.6-1)Fp - Lower : Component importance factor (Section 13.1.3)Fp - Design : Calculated Fp, Eq (13.3-1), Same units as Wp: Component amplification factor, Table 13.5-1 or Table 13.6-1 : Upper Limit on Fp, Eq (13.3-2) ,(Same units as WpFp - Upper R Z P : Lower Limit on Fp, Eq (13.3-3), Same units as Wp I P P : Fp for design purposes, Same units as Wp : Height of point of attachment ft 1.05 5 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 6 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments • Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. • Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. • If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. • In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. • Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS: No further action required on this specific plan type, based on information provided on: ____/______/______. Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 100 N Harbor Blvd #C-3 - 101118438, 20182225, 30146961, 4013888710/31/2024