Saffron Mission Viejo, CA Construction Documents by jlavenant

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

CLIENT

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

GAUGE (GAGE) GYPSUM WALLBOARD GENERAL CONTRACTOR GALVANIZED GALVANIZED IRON GLUE-LAMINATED BEAM

HB H.C. H.D. HDR. HDW. HGR. HGT. or HT. H.M. HORIZ. or H H.S.B.

HOSE BIBB HOLLOW CORE HUB DRAIN HEADER HARDWARE HANGER HEIGHT HOLLOW METAL HORIZONTAL HIGH STRENGTH BOLT

I.D. I.E. IN. INSUL. INT. INV.

INSIDE DIAMETER IN EXAMPLE INCH / INCHES INSULATION INTERIOR INVERTED

JT. OR JNT. JST.

JOINT JOIST

RAD. OR (R) RCP R.D. REF. REINF. REV. RQMTS.

RADIUS REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REINFORCEMENT REVERSE REQUIREMENTS

S.C. SCHED. SHT. SHT'G SIM. SM SMS SPEC.(S) SQ. SQ. IN. / FT. S.S. STD. STL. STOR. STRUCT. SUSP. SYM.

SOLID CORE SCHEDULE SHEET SHEATHING SIMILAR SHEET METAL SHEET METAL SCREW SPECIFICATION(S) SQUARE SQUARE INCH / FOOT STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL

TEMP. OR T° THK. T&G T.N. T.O.B. T.O.C. T.O.F. T.O.P. T.O.PL. T.O.S. T.O.W. T.S. TYP. U.N.O. U.L.

TEMPERATURE THICKNESS TONGUE & GROOVE TOE NAIL TOP OF BEAM TOP OF CURB TOP OF FOOTING TOP OF PARAPET TOP OF PLATE TOP OF SLAB TOP OF WALL TOP OF SHEATHING TYPICAL UNLESS NOTED OTHERWISE UNDERWRITERS LABORATORY

VERT. OR (V) V.I.F. V.T.R. V.W.C.

VERTICAL VERIFY IN FIELD VENT THROUGH ROOF VINYL WALL COVERING

w/ or w/o W/C WD. WH W.I.B. W.R. WT. WWF. WWM.

WITH, WITHOUT WATER CLOSET WOOD WATER HEATER WALK-IN BOX WATER RESISTANT WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH

X AX.0 SHEET REFERENCE NO.

INTERIOR ELEVATION IDENTIFICATION

ELEVATION REFERENCE IDENTIFICATION 0'-0" FINISH FLOOR

A DETAIL DESIGNATION 16 -

SECTION / ELEVATION / FLOOR DATUM

PROJECT REFERENCE

SHEET REFERENCE NO.

N N

GRID LINE IDENTIFICATION

101

DOOR NUMBER

101

WINDOW NUMBER

P-2

MATERIAL NAME / FINISH NAME

W-1

MATERIAL DESIGNATION HEIGHT REFERENCE

ACT-1 +10'-0" NOTE

CPT-1

17. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED O.S.H.A. STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS ARCHITECT WILL BE HELD HARMLESS BY SAFFRON AND GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE / ACTUAL / POST CONSTRUCTION PHASES OF THIS PROJECT. 18. CONTRACTORS WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG w/ A BROOM / VACUUM FINISH AT THE END OF EACH WORKING DAY. 19. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE OF DOORS TYPICALLY.

ENERGY CODE

2016 CALIFORNIA ENERGY CODE

FIRE / LIFE SAFETY CODE

2016 CALIFORNIA FIRE CODE (CFC)

ACCESSIBILITY CODE

2016 CALIFORNIA BUILDING CODE (TITLE 24, PART 2)

THESE PLANS ARE INTENDED TO COMPLY WITH ALL OF THE PROVISIONS SET FORTH BY CHAPTER 11B OF THE 2016 CBC AND THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CODE COMPLIANCE

OCCUPANCY GROUP:

B RESTAURANT CBC 303.1.1, TABLE 1004.1.2

CONSTRUCTION TYPE:

V-B

EXISTING SPRINKLERED (NON-SEPARATED PER TABLE 508.4)

AP-1

GRAPHIC NAME

FDXSCXX-1

LEGAL DESCRIPTION ASSESSOR PARCEL NUMBER: TRACT/PARCEL MAP NO: LOT AREA:

2 ROOM NAME MATERIAL FINISH

REVISION / ADDENDUM NUMBER

740 - 013 - 230 P.M.P. 65/12 ±1.7 ACRES OR 14,607 S.F. (EXISTING)

1 KEYNOTE NUMBER TYP

BUILDING SUMMARY TENANT IMPROVEMENT AREA GROSS FLOOR AREA: NET T.I. IMPROVEMENT AREA: GROSS LEASABLE AREA: TOTAL BUILDING HEIGHT

14,965 S.F. 1,542 S.F. (NO NEW S.F. ADDED) 1,646 S.F.

E1.1 E1.2 E1.3 E2.1 E2.2 E2.3 E4.1 E5.1

INTERIOR ELEVATIONS INTERIOR ELEVATIONS WALL AND MISCELLANEOUS DETAILS GRAPHIC KEY & DOOR SCHEDULE, HARDWARE NOTES & DETAILS ROOM FINISH PLAN AND SCHEDULE EQUIPMENT/FIXTURE PLAN AND SCHEDULE ELECTRICAL PROJECT INFORMATION AND GENERAL NOTES ELECTRICAL SPECIFICATIONS LIGHTING T-24 LIGHTING PLAN POWER PLAN ELECTRICAL ROOF PLAN ONE LINE DIAGRAM AND ELECTRICAL SCHEDULES EQUIPMENT / FIXTURE PLAN AND SCHEDULE

DEFERRED SUBMITTAL

- PROPOSED (N) DINING AREA: - ADA SEATING:

M0.1 M1.1 M3.1 M4.1 M5.1 M5.2 M5.3 M6.1 M6.2 M6.3

LEGENDS, NOTES, ABBREVIATIONS & SCHEDULES

P0.1 P0.2 P1.0 P1.1 P4.1 P4.3 P4.2

LEGENDS, NOTES & ABBREVIATIONS

MECHANICAL FLOOR PLANS MECHANICAL ROOF PLAN DETAILS DETAILS (CAPTIVEAIRE SHEET 1 OF 3) DETAILS (CAPTIVEAIRE SHEET 2 OF 3) DETAILS (CAPTIVEAIRE SHEET 3 OF 3) TITLE 24 SHEETS TITLE 24 SHEETS TITLE 24 SHEETS

± 35' (EXISTING 3 STORY)

SEATING COUNT TOTAL 41 TOTAL 2 TOTAL

(PROVIDED AND INCLUDED)

PARKING SUMMARY

CALCULATIONS & SCHEDULES SITE PLAN FLOOR PLANS RISER DIAGRAMS DETAILS

STAMP

EXTERIOR WALL MOUNTED BUILDING SIGNS

AUTOMATIC FIRE SPRINKLER (EXISTING SPRINKLERS TO REMAIN. IF SPRINKLERS CONFLICT WITH NEW PROPOSED WORK, G.C. TO COORDINATE AND RELOCATE AS REQUIRED)

FIRE ALARM

KITCHEN HOOD FIRE SUPPRESSION SYSTEM

8/31/2019

INTERIOR LED SIGNAGE

RENEWAL DATE

15. PROVIDE SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE ADDITIONAL STRUCTURAL SUPPORT (ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE THE WEIGHT OF ATTACHED ITEMS OR EQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL STUDS. PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS. 16. WEATHER CONDITIONS: CONTRACTOR(S) WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO THE SATISFACTION OF THE ARCHITECT ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED.

2016 CALIFORNIA ELECTRICAL CODE (CEC)

PROJECT ANNOTATION IDENTIFICATION

ROOM IDENTIFICATION (E) CUSTOMER LOBBY

FIXTURE / EQUIPMENT TYPE

F-1

CEILING IDENTIFICATION

11. LAYOUT ALL PARTITIONS AND CABINETS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS AND CABINETS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. IF APPLICABLE, GENERAL CONTRACTOR MUST OBTAIN RESOLUTION FROM ARCHITECT FOR ANY DISCREPANCIES PRIOR TO CONSTRUCTION OF WALL PARTITIONS AND CABINETS.

14. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL NOTIFY THE ARCHITECT. FIGURED AND CALCULATED DIMENSION TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TYPICALLY TAKES PRECEDENCE OVER SMALLER SCALE DRAWINGS VERIFY WITH ARCHITECT. ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE.

ELECTRICAL CODE

FLOOR PLAN REFLECTED CEILING PLAN PARTIAL ROOF PLAN & PARTIAL SECOND FLOOR PLAN ENLARGED RESTROOM PLAN, INTERIOR ELEVATIONS & DETAILS

WALL TYPE

10. UNLESS NOTED OTHERWISE, ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. OR OTHER INDUSTRY STANDARDS.

13. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND / OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE ARCHITECT FOR WRITTEN AND / OR GRAPHIC DIRECTION PRIOR TO PROCEEDING WITH THAT WORK.

2016 CALIFORNIA MECHANICAL CODE (CMC)

F.O.M.

WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE AND AVOID OMISSIONS.

12. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS.

MECHANICAL CODE

PROJECT SYMBOL IDENTIFICATION

GRID LINE FACE OF STUD FACE OF MASONRY CENTER LINE OF COLUMN

1.0

2016 CALIFORNIA PLUMBING CODE (CPC)

ACCESSIBILITY NORTH ARROW

IF A CONFLICT OCCURS BETWEEN THE DESIGN DRAWINGS AND SPECIFICATIONS, PROMPTLY NOTIFY THE ARCHITECT IN WRITING. AT THAT POINT, A WRITTEN INTERPRETATION WILL BE MADE BY THE ARCHITECT AND SAID DECISION SHALL BE CONSIDERED PART OF THE CONTRACT DOCUMENTS.

ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND / OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, I.E.; STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT.

SHEET REFERENCE NO.

ELEVATION DESIGNATION

CONTRACTOR IS RESPONSIBLE FOR THE MORE COSTLY RESOLUTION ON ALL CONFLICTING INFORMATION PRESENTED ON THE PLANS, OR BETWEEN THE EXISTING CONDITIONS AND THE PLANS.

THIS ARCHITECT WILL NOT HAVE CONTROL OF, AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS.

X AX.0

PLUMBING CODE

TENANT

ARCHITECT/ELECTRICAL

SAFFRON 28662 MARGUERITE PARKWAY MISSION VIEJO, CALIFORNIA 92692 CONTACT S:M I ONPARK PHONE: (9495 )27-5494 EMA sm iL I:on83k@gmca .loim

AMORARCHT IECTURALCORPORATO IN 9483HAVENAVENUES ,UT IE100 RANCHOCUCAMONGAC , A91730 CONTACT: JOSEREYNOSO PROJECTMANAGER PHONE: (9092 )59-9971 FAX: (9099 )44-8409 PHONE: rejynoso@amorarchc.om

PLUMBING

(EXISTING REMAIN UNCHANGED)

ARCH SED I N E I A M A.

AT E

PROJECT TEAM

MECHANICAL&

SITE AND PARKING

THCENGN I EERSN I,C. 6417PRESCOTTSTREET, CHN I OC , A9.1710 CONTACTT:HANHTUT PHONE: (8188 )18-0046 EMh A taL In:@h tc-engc.om

20. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS. ALL NEW PAINTING SHALL INCLUDE (1) ONE COAT PRIMER AND (2) TWO COATS OF PAINT (UNLESS NOTED OTHERWISE). 21. ALL WEATHER - EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF.

C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

VICINITY MAP

DESCRIPTIVE SUMMARY OF WORK

THIS MAP IS REFERRED FROM GOOGLE MAPS WEBSITE

C - 24421

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

THE WORK INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT TO BUILD, FINISH, AND PROVIDE TENANT IMPROVEMENT FOR A PROPOSED RESTAURANT.

TITLE SHEET, PROJECT INFORMATION AND GENERAL NOTES

QUARRY TILE

DETAIL DESIGNATION

SHEET TITLE

Q.T.

SECTION DESIGNATION

ISSUED FOR PLAN CHECK SUBMITTAL

THE WORK SHALL INCLUDE ALL ITEMS REQUIRED AS SHOWN ON THE DRAWINGS. ALL MECHANICAL EQUIPMENT AND SYSTEMS, ALL ELECTRICAL SYSTEMS, AND EQUIPMENT ARE TO BE INCLUDED FOR A COMPLETE OPERATING SYSTEM WITH COORDINATION AND INSTALLATION INCLUDED.

PROJECT SITE

INTERIOR: NEW INTERIOR PARTITIONS/ DOORS/ CEILING/ FLOOR TILES. NEW LIGHTING FIXTURES/ OUTLETS AND SWITCHES. NEW PAINT/ GRAPHIC SIGNAGE.

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

T1.1

PLAN CHECK SUBMITTAL: 2019_03_21

GA. GWB G.C. GALV. G.I. GLB.

PL. P.L. or PL PLAS. PLBG. PLYWD. P.O.C. PR. PSF PSI P.T.

PARTITION PLASTIC LAMINATE OR PARALLAM (BEAM) PLATE PROPERTY LINE PLASTER PLUMBING PLYWOOD POINT OF CONNECTION PAIR POUNDS PER SQ. FOOT POUNDS PER SQ. INCH PRESSURE TREATED

SECTION DETAIL IDENTIFICATION

2016 CALIFORNIA BUILDING CODE (CBC)

GENERAL CONSTRUCTION NOTES ADA STANDARDS - ACCESSIBLE DESIGN PLAN O.C. FIRE AUTHORITY NOTES LIFE SAFETY PLAN EXISTING SITE PLAN ( FOR REFERENCE ONLY)

F.G. FLR. FIN. F.O.F. F.O.M. F.O.S. F.R. F.R.P. FT. FTG. F.V.

PART'N P. LAM

PARTIAL SECTION IDENTIFICATION

BUILDING CODE

TITLE SHEET, PROJECT INFORMATION, AND GENERAL NOTES

FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FINISHED FLOOR FINISHED FLOOR LEVEL FURNITURE, FIXTURES & EQUIPMENT FLOAT GLASS FLOOR FINISH FACE OF FINISH FACE OF MASONRY FACE OF STUD FIRE RETARDANT FIBERGLASS REINFORCED PANEL FOOT / FEET FOOTING FIELD VERIFY

O.D. OPN'G. OPP.

SHEET REFERENCE NO.

T1.1 T1.2 T1.3 T1.4 T2.1 AS1.1 A1.1 A2.1 A3.1 A6.1 A6.2 A6.3 A7.1 A8.1 A8.2 K1.1

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

FACT. F.D. FDN. F.E. F.F. F.F.L. F.F. & E.

OFD. O.F.O.I.

CURRENT CODES

WI L

EXISTING EACH ELECTRICAL CONTRACTOR ELECTRICAL ELEVATION EDGE NAIL EDGE OF COUNTER / EQUIPMENT EQUAL EXISTING RELOCATED EXPANSION EXTERIOR

ON CENTER OWNER FURNISHED, CONTRACTOR INSTALLED OVERFLOW DRAIN OWNER FURNISHED, OWNER INSTALLED OUTSIDE DIAMETER OPENING OPPOSITE

SHEET REFERENCE NO.

THE CONTRACTOR SHALL FOCUS SPECIAL ATTENTION ON A FIELD REVIEW OF THE EXISTING SITE PRIOR TO CONSTRUCTION. ANY CONDITIONS THAT ARE FOUND TO BE INCONSISTENT WITH THESE DOCUMENTS OR WHERE THE INTENT IS IN DOUBT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO BID SUBMITTAL. CONTRACTOR SHALL NOT RELY UPON ORAL COMMUNICATIONS; ALL COMMUNICATIONS MUST BE IN WRITTEN OR GRAPHIC FORMAT. REVISIONS TO WORK OR PLANS MUST BE APPROVED BY THE CITY AND / OR LOCAL JURISDICTION's INSPECTION SERVICES PRIOR TO IMPLEMENTATION. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ARCHITECT. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY USING PREDETERMINED ARCHITECT SUPPLEMENTAL INSTRUCTIONS, CHANGE ORDER OR CONSTRUCTION CHANGE DIRECTIVES.

X AX.0

CONSULTANT

1 2 3 4 5

saff RON

(E) EA. E.C. ELEC. ELEV. E.N. E.O.C. EQ. or = ER EXP. EXT.

O.C. O.F.C.I.

ELEVATION DESIGNATION

REVISIONS

PROPOSED TENANT IMPROVEMENT / ALTERATION CONSTRUCTION FOR A RESTAURANT

DETAIL DESIGNATION

X AX.0

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE INCLUDED IN, AND NOT SUPPLEMENTARY TO, THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND OTHER DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY THE CONTRACTOR FOR WRITTEN AND GRAPHIC CLARIFICATION.

PROPOSED USE

L IC

DOUBLE DEGREE DETAIL DIAMETER DIAGONAL DIMENSION DOWNSPOUT DRAWING(S)

NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE

ENLARGED DETAIL IDENTIFICATION

EMAIL: simon83k@gmail.com

PROJECT LOCATION

DBL. DEG. or ° DET. DIA. or Ø DIAG. DIM. DS. DWG.(S)

(N) NA OR N/A N.I.C. NO. or # NOM. N.T.S.

ELEVATION IDENTIFICATION

ARCHITECTURAL

CONDUIT CENTER LINE CABINET CEMENTITIOUS BACKER BOARD CORE DRILL CERAMIC CONTROL JOINT (COLD JOINT) CEILING CAULKING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONSTRUCTION JOINT CONTINUOUS CONTRACTOR COMPACTED / COMPACTION CERAMIC TILE

M.S.B. MTD. MTL.

MATERIAL MAXIMUM / MINIMUM MACHINE BOLT MEZZANINE MISCELLANEOUS MASONRY OPENING MODULAR PANELBOARD SYSTEM MAIN SWITCH BOARD MOUNTED METAL

ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS.

ELECTRICAL

C C.L. or CL CAB. C.B.B. C.D. CER. C.J. CLG. CLKG. CLR. C.M.U. COL. CONC. CONN. CONST. CONST. JT. CONT. CONTR. COMP C.T.

MAT'L. MAX. / MIN. M.B. MEZZ. MISC. M.O. M.P.S.

MECHANICAL

BOARD BLOCKING BOUNDARY NAIL BEAM BOTTOM OF CEILING BOTTOM OF JOIST BUILT-UP ROOFING BOTTOM

ANGLE LAMINATED LAVATORY POUND(S) LONG LIGHT

PLUMBING

BD. BLK'G B.N. BM. B.O.C. B.O.J. B.U.R. BOTT. or (B)

L LAM. LAV. LB(S). or # LG. LT.

SHEET INDEX

CT TE

ANCHOR BOLT ABOVE ASPHALTIC CONCRETE ALUM. COMPOSITE METAL PANEL ACOUSTIC CEILING PANEL ABOVE FINISH FLOOR ALUMINUM ABRASIVE QUARRY TILE ARCHITECT OF RECORD ARCHITECTURAL

PROJECT INFORMATION

OR AM

A.B. ABV. A.C. ACM A.C.P. A.F.F. ALUM. A.Q.T. AOR ARCH.

SYMBOL AND LEGEND

Plotted: 3/28/2019 2:09 PM (jlavenant) File: 01_a2105_t1.1_title sheet.dwg

(NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT)

GENERAL NOTES

F.O.S.

ABBREVIATIONS

GENERAL CONSTRUCTION NOTES

5. 6.

LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATION BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. NEW HAND ACTIVATED DOOR OPENING HARDWARE SHALL MATCH EXISTING DOORS (WHERE APPLIES,) LEVER MUST BE CENTERED BETWEEN 34" MIN. AND 44" MAX. ABOVE THE FLOOR. EVERY DOORWAY LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3'-0" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32". THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" (5'-0") AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" (4'-0") AS MEASURED AT RIGHT ANGLE TO THE PLANE OF THE DOOR IN THE CLOSED POSITION.

FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY.

DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH (KICK PLATE) SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

10. MAXIMUM EFFORT TO OPERATED DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATION DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY NOT TO EXCEED 15 POUNDS.

2. THE WORK INCLUDES, BUT IS NOT LIMITED TO FURNISHING OF MATERIALS AND EQUIPMENT, AND COMPLETION OF PAINTING AND PAINTER'S FINISH ON EXPOSED SURFACES AS REQUIRED TO COMPLETE FINISHING OF THE WORK INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN.

B. THERE MAY BE INSTANCES WHERE THERE ARE OUTSTANDING PLAN CHECK FEES THAT HAVE NOT BEEN PAID. THE G.C. WILL COORDINATE WITH THE APPROPRIATE MUNICIPALITY PLANNING AND / OR BUILDING DEPARTMENT AND DETERMINE ANY OUTSTANDING FEES. THE G.C. WILL NOTIFY THE ARCHITECT AND RECEIVE APPROVAL PRIOR TO PAYING THESE OUTSTANDING FEES. THIS WILL ALLOW THE G.C. TO NOT BE DELAYED IN PULLING THE BUILDING PERMIT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE OF MATERIALS AND APPLICATION WITH GOVERNING AGENCIES (LOCAL STATE AND FEDERAL) IN CONNECTION WITH THIS PROJECT.

C. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO HIRE HIS / HER OWN SIGNAGE SUBCONTRACTOR FOR THE PROJECT.

4. THE FOLLOWING EXPOSED SURFACES ARE TO BE PAINTED: A. UNLESS NOTED OTHERWISE, ALL GYPSUM WALLBOARD NOT COVERED BY OTHER MATERIALS. B.

ALL EXISTING WALLBOARD TO A MIN. OF 6" ABOVE ROOM CEILING. TYPICAL, UNLESS NOTED OTHERWISE ON ROOM FINISH SCHEDULE.

ALL METAL IN IMPROVED AREAS NOT PRE-FINISHED PRIOR TO INSTALLATION.

ALL WOOD SURFACES, TRIM, OR PIECES NOT PRE-FINISHED PRIOR TO INSTALLATION. (DO NOT PAINT INTERIOR ELEMENTS NORMALLY CONCEALED SUCH AS STRUCTURAL COMPONENTS AND ELECTRICAL WIRING)

5. MATERIALS A. PAINTED PRODUCTS SHALL BE MANUFACTURED BY APPROVED OR SCHEDULED PRODUCT. B. C.

THE NUMBER OF COATS IS TO BE THREE (3) MINIMUM. ADDITIONAL COATS SHALL BE APPLIED AT NO ADDITIONAL COST IF NECESSARY TO COMPLETELY HIDE BASE MATERIALS, PRODUCE UNIFORM COLOR, AND PROVIDE SATISFACTORY FINISH RESULTS.

APPLICATION AND SURFACE PREPARATION SHALL BE DONE ACCORDING TO MANUFACTURER'S WRITTEN SPECIFICATIONS AND APPLICATION INSTRUCTIONS. ALL FINISHES SHALL BE APPLIED EVENLY AND BE FREE OF RUNS, SAGS, SKIPS, CRAWLS, AND / OR DEFECTS.

THE CONTRACTOR SHALL PROTECT HIS OWN WORK, AND ADJACENT EXISTING WORK AND MATERIALS, WITH SUITABLE COVERINGS OR MASKINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CLEANING THE AREA OF HIS WORK AS WELL AS REMOVAL OF ALL EXCESS MATERIAL (EITHER FROM ADJACENT SURFACES OR EXTRA MATERIALS). CONTRACTOR TO PAINT, REPAIR OR REPLACE ANY BUILDING OR ELECTRICAL COMPONENTS DURING CONSTRUCTION AT HIS OWN EXPENSE.

11. DOORS WITH CLOSING DEVICES TO CLOSE SLOWER THAN 5 SECONDS WHEN OPEN TO 70Â° OR MORE.

DEMOLITION

(WHERE APPLIES) GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL, HAULING AWAY, AND RECYCLING OF ALL DEMOLISHED ITEMS TO INCLUDE WALL PARTITIONS, CEILINGS, DOORS AND FRAMES, MILLWORK, CONVEYOR SYSTEM, FLOORING, SIGNAGE, ETC. ON-SITE DUMPSTERS ARE NOT ALLOWED TO BE USED FOR CONSTRUCTION DUMPING. (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, 5.408.1.3 OF CGBSC

ACCESSORY MATERIALS SUCH AS TURPENTINE / THINNER / UNSEED OIL SHALL BE APPROVED BY THE COATING MANUFACTURER.

SURFACES TO BE PAINTED SHALL BE FREE OF OIL GREASE, LOOSE PAINT, OR OTHER FOREIGN MATERIAL.

6. CONTRACTOR TO VERIFY FINISHES ON SIGNAGE WITH THE ARCHITECT.

CABINET WORK 1. MAKE ALL FINISHED WORK PER THE DETAILED DRAWINGS. 2. TAKE SUCH FIELD MEASUREMENTS AS MAY BE REQUIRED.

GENERAL RESPONSIBILITIES 1.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL CONTACT INFORMATION REGARDING THE PROJECT SITE TO INCLUDE NAMES AND TELEPHONE NUMBERS. CONTACTS SHOULD INCLUDE STORE MANAGER, LANDLORD / PROPERTY MANAGER, CITY BUILDING INSPECTORS, FIRE DEPARTMENT INSPECTORS, ETC. THIS MUST BE DONE AT LEAST (2) TWO WEEKS PRIOR TO START OF CONSTRUCTION SO THAT G.C. CAN GAIN ACCESS TO ALL AREAS OF THE SITE AND COMPLETE ALL NECESSARY INSPECTIONS FOR THE PROJECT. THE GENERAL CONTRACTOR SHALL PROVIDE STORAGE CONTAINERS, IF NECESSARY, TO RECEIVE CONSTRUCTION ITEMS SUCH AS MILLWORK, CONVEYOR SYSTEM, CART, ETC. G.C. SHALL, UPON RECEIVING OF OWNER FURNISHED ITEMS, REPORT ALL DAMAGED OR MISSING PARTS OR COMPONENTS TO THE ARCHITECT IMMEDIATELY. G.C. MUST COORDINATE FOR THE DELIVERY OF OWNER FURNISHED ITEMS TO BE PLACED IN THE G.C.'s DESIGNATED STORAGE CONTAINER LOCATION (2) TWO DAYS PRIOR TO START OF INSTALLATION OF THESE ITEMS. IT IS THE INTENT OF THE TENANT TO SALVAGE AND RECYCLE AS MUCH OF THE EXISTING MATERIALS AT THE JOBSITE AS POSSIBLE. FOR THE EXISTING MILLWORK, GENERAL CONTRACTOR SHALL PHYSICALLY VERIFY IF THE FIXTURES ARE STILL IN GOOD OR REASONABLE CONDITION FOR REUSE AT OTHER TENANT FACILITIES. G.C. SHALL INFORM THE TENANT OF HIS ANALYSIS. IF IT IS VERIFIED THAT THE FIXTURES ARE SO DAMAGED THAT IT WOULD NOT BE WORTH SALVAGING, THEN THE FIXTURES WOULD BE DEMOLISHED. IF THE FIXTURES ARE SALVAGEABLE WHEN DISCONNECTED FROM ITS CURRENT LOCATION, THEN THE G.C. SHALL MOVE THEM INTO THE EXISTING WAREHOUSE AT A LOCATION DETERMINED WITH THE TENANT AND / OR STORE MANAGER. THE TENANT SHALL PICK THE FIXTURES UP AT A LATER TIME FOR STORAGE AND FUTURE REUSE. FOR OTHER MATERIALS, THE G.C. SHALL PROVIDE AN ALTERNATE PRICE IN THE PROJECT BID FORM TO THE TENANT TO RECYCLE THESE MATERIALS (I.E., CEILING TILES, DRYWALL, DOORS, FLOORING, ETC.) THE TENANT SHALL INFORM THE G.C. WHETHER TO RECYCLE THE MATERIALS OR TO HAUL AWAY TO THE LOCAL LANDFILL.

THE G.C. IS RESPONSIBLE FOR MATERIALS AND LABOR REQUIRED FOR ANY ALTERATIONS TO FIRE SPRINKLERS, ELECTRICAL EQUIPMENT, PLUMBING, EMERGENCY & EXISTING LIGHTING, ALARM AND MECHANICAL SYSTEMS AS REQUIRED TO COMPLETE THE PROJECT AND OBTAIN FINAL INSPECTIONS.

ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK.

THE GENERAL CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS CONSTRUCTIBLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION.

THE GENERAL CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS FOR REVIEW BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT. SUB-CONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT.

Plotted: 3/21/2019 8:40 AM (jlavenant) File: 02_a2105_t1.2_gc notes.dwg

10. THE GENERAL CONTRACTOR IS RESPONSIBLE TO FOLLOW OWNER's GROUP RULES AND REGULATIONS. WHEN THE G.C. ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, (S)HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS.

11. THE GENERAL CONTRACTOR SHALL MAINTAIN, FOR THE ENTIRE DURATION OF THE WORK, ALL EXITS, EXIT / EGRESS LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES.

12. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD BY THE GENERAL CONTRACTOR AND COORDINATED WITH THE OWNER's REPRESENTATIVE PRIOR TO CUTTING / CORING.

13. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ALL ADJACENT AND NEIGHBORING TENANTS. 14. PROVIDE PORTABLE FIRE EXTINGUISHER(S) IN ACCORDANCE WITH NFPA 10, WITH U.L. LABEL AND A RATING OF NOT LESS THAN 2-A WITH 75 FEET OF TRAVEL DISTANCE TO ALL POSITIONS OF STORE AND / OR AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 15. ALL EXTERIOR BUILDING SIGNAGES SHALL BE SUBMITTED UNDER SEPARATE PERMIT APPLICATION FOR REVIEW AND APPROVAL AS REQUIRED BY LOCAL AUTHORITIES. EXTERIOR SIGNAGES ARE NOT WITHIN THE SCOPE OF BUILDING DEPARTMENT APPROVAL. 16. PRIOR TO COMMENCEMENT OF ANY WORK - THE OWNER OR OWNER'S REPRESENTATIVE SHALL ENGAGE LICENSED DESIGN PROFESSIONAL(S) TO PROVIDED ALL REQUIRED DOCUMENTATION FOR REVIEW, AND RECEIVE APPROVAL BY THE LOCAL AUTHORITIES HAVING JURISDICTION. INCLUDING BUT NOT LIMITED TO STRUCTURAL VERIFICATION AND DESIGN, BUILDING, FIRE, LIFE SAFETY, HEALTH, PLUMBING, ELECTRICAL, AND MECHANICAL APPROVALS. 17. IF REQUIRED BY LOCAL JURISDICTION - SPRINKLER, LIFE SAFETY, AND FIRE ALARM SYSTEMS ARE TO BE DESIGNED AND SUBMITTED FOR REVIEW AND APPROVAL BY LOCALLY LICENSED DESIGN PROFESSIONAL. THE DESIGN OF ALL SYSTEM(S) MUST COMPLY TO ALL FEDERAL, NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES. 18. EXISTING ENERGY MANAGEMENT SYSTEM (VERIFY IN FIELD) TO REMAIN IN STORE AND BE FULLY FUNCTIONAL AND OPERATIONAL AT COMPLETION OF REMODEL PROJECT.

6. ALL DRAWERS TO BE FULL EXTENSION SIDES WITH A 75 LBS. LOAD CAPACITY.

A. THE INTENTION OF THESE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK INDICATED ON THE DRAWINGS OR REASONABLY INFERRED THESE FROM. THE ARCHITECT WILL IN NO WAY BE RESPONSIBLE FOR HOW THE FIELD WORK IS PERFORMED, SAFETY IN, OR ABOUT, THE JOB SITE METHODS OF PERFORMANCE OR TIMELINES IN THE PERFORMANCE, OF THE WORK . IF DISCREPANCIES EXIST BETWEEN PLANS OF DIFFERENT SCALES, THE LARGER SCALE PLAN TYPICALLY WILL GOVERN. NOTIFY ARCHITECT FOR A WRITTEN OR GRAPHIC CLARIFICATION OF SUCH DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

C. CONTRACTORS PRIOR TO BIDDING SHALL GUARANTEE THAT ALL OTHER SUB-BIDDEES OR SUB CONTRACTORS SHALL BE GIVEN COMPLETE FULL SETS OF PLANS TO INSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. ANY ITEM MISSED BY THESE SUBCONTRACTORS IN THEIR BIDS SHALL BE ABSORBED BY THE GENERAL CONTRACTOR AT HIS OR HER OWN EXPENSE AND IN NO WAY WILL AFFECT ANY ADDITIONAL COST OVER AND ABOVE THE FINAL BID. D. ALL TRADES SHALL PROVIDE BIDS ACCORDING TO THE PLANS AND SPECIFICATIONS. ANY ALTERNATE SHALL BE SUBMITTED TO THE OWNER (IN WRITING) FOR APPROVAL PRIOR TO ACCEPTANCE OF BID.

5. CONTRACTOR A. PRIOR TO COMMENCING, THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND VERIFY CONDITIONS AT THE SITE. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL VERIFY w/ THE PROPER UTILITY COMPANY OR OTHER AGENCY OR COMPANY THE LOCATIONS OF ALL EXISTING BELOW GRADE UTILITIES AND THEIR SERVICE CONNECTION PRIOR TO THE COMMENCEMENT OF WORK. B. NO CONTRACTOR OR SUB-CONTRACTOR IS TO START ANY WORK UNTIL A THOROUGH EXAMINATION OF ALL THE EXISTING CONDITIONS IS PERFORMED. IF FOR ANY REASON A SATISFACTORY JOB IS IMPOSSIBLE, IT SHALL BE IMMEDIATELY REPORTED TO THE PROJECT SUPERINTENDENT AND ARCHITECT FOR WRITTEN OR GRAPHIC CLARIFICATION BEFORE PROCEEDING WITH THE JOB. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, FOR COORDINATION OF HIS WORK WITH THAT OF OTHER TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER.

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES AND LEVELS. THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE CONSTRUCTION OF THE WORK AND SHALL BRING TO THE ARCHITECT'S ATTENTION OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

4. THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE LOCAL, STATE & FEDERAL CODES AND REGULATIONS. 5. (WHERE APPLIES,) GENERAL CONTRACTOR TO SUPPLY (N) PANEL SCHEDULES FOR ALL ELECTRICAL PANELS PRIOR TO COMPLETION OF THE REMODEL.

HAZARDS AND PROTRUDING OBJECTS - IN ACCORDANCE TO DETAIL 8 / T1.3 1. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES ABOVE 27" AND BELOW 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGE WAYS OR AISLES. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. 3. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. 4. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 5. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" (INCHES) MINIMUM CLEAR HEAD ROOM. 6. CONTRACTOR TO CONTACT ARCHITECT IF ROOF PENETRATIONS ARE DEEMED NECESSARY. ANY ROOF PENETRATIONS MUST BE COMPLETED BY LANDLORD APPROVED ROOFING CONTRACTOR.

SIGNAGE 1. THE SIGNAGE AT THE STOREFRONT WILL BE CONTRACTED DIRECTLY BY THE GENERAL CONTRACTOR. THE G.C. MUST PROVIDE ANY AND ALL REQUIRED J-BOXES AS WELL AS ACCESS PANELS TO ALL SIGNAGE AS NECESSARY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH ITS SIGN CONTRACTOR AND MAKING SURE THE JOB IS DONE ON TIME. FULLY DETAILED SHOP DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW. THESE ARCHITECTURAL PLANS ONLY SHOW LIMITED DESIGN DETAILS AND ARE NOT ADEQUATE FOR CONSTRUCTION OF THE SIGN. SEE SIGN SHOP DRAWINGS. SIGN DRAWINGS WILL BE PREPARED BY OTHERS AND ARE UNDER SEPARATE PERMIT. 2. BARRIER LAWS FOR THE PHYSICALLY HANDICAPPED ARE MINIMUM GUIDELINES. SHOULD THERE BE A CONFLICT BETWEEN THESE MINIMUM REQUIREMENTS AND WHAT IS CALLED FOR ON THE DRAWINGS, THE CONTRACTOR IS TO INFORM THE ARCHITECT FOR WRITTEN AND/OR GRAPHIC CLARIFICATION PRIOR TO PROCEEDING WITH WORK SO AFFECTED.

FIRE SPRINKLER SYSTEM

(WHERE APPLIES) IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY IF THE EXISTING FIRE SPRINKLER SYSTEM NEEDS TO BE MODIFIED IN ORDER TO ACCOMMODATE THE RENOVATION SPACE. THIS INCLUDES ALL AFFECTED AREAS TO INCLUDE MAIN LOBBY AND ADJACENT ROOMS. IF REQUIRED, THE CONTRACTOR MUST SUBMIT FIRE SPRINKLER SHOP DRAWINGS AND OBTAIN A FIRE SPRINKLER PERMIT FROM THE LOCAL FIRE DEPARTMENT AND / OR BUILDING DEPARTMENT. ALL COSTS AND FEES SHOULD BE INCLUDED IN THE CONTRACTOR'S BID PROPOSAL TO THE OWNER. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AN INSPECTION FOR APPROVAL AND SIGN-OFF FOR THE MODIFIED FIRE SPRINKLER SYSTEM BY THE FIRE DEPARTMENT AND BUILDING INSPECTOR.

PLUMBING

(WHERE APPLIES) GENERAL CONTRACTOR TO PERFORM A LINE JETTING OF ALL PLUMBING LINES AFTER NEW WORK IS COMPLETE. GENERAL CONTRACTOR MUST SUPPLY CERTIFICATE OF INVOICE WITH CLOSE OUT PACKAGE.

CONSULTANT

B. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR REASONABLY INFERRED OR REQUIRED BY ANY APPLICABLE CODE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB.

10.HARDWARES TO BE AS CALLED OUT PER PLANS AND SCHEDULES. (TYPICAL)

3. THE TOP OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FINISHED FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK.

EMAIL: simon83k@gmail.com

A. ALL BIDDERS PRIOR TO SUBMITTAL OF BIDS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECTS' PLANS & EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY OR OMISSIONS OF ANY INFORMATION NECESSARY FOR COMPLETION OF THEIR SCOPE OF WORK.

E. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY ARCHITECT OF PROBLEMS IF ANY. FAILURE TO DO SO SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURE, DOCUMENTATION, ETC. SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND TIME.

2. THE TOP OF THE J-BOX OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL NOT BE MORE THAN 48" ABOVE THE FINISHED FLOOR OR WORKING PLATFORM.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

4. BIDS

9. FINISHES COUNTERTOP FINISHES TO BE PER FINISH SCHEDULE AND / OR SHOP DRAWINGS CABINET FACES TO BE PER FINISH SCHEDULE AND / OR SHOP DRAWINGS

1. BOTTOM OF ELECTRICAL OUTLET J-BOXES SHALL BE INSTALLED NOT LESS THAN 15" ABOVE THE FINISHED FLOOR OR WORKING PLATFORM.

CLIENT

B. ALL ARCHITECT CLARIFICATIONS WILL BE WRITTEN AND / OR GRAPHIC VIA ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS, CHANGE ORDERS OR CONSTRUCTION DIRECTIVES.

8. THE GENERAL CONTRACTOR AND MILLWORK CONTRACTOR ARE TO COORDINATE AND INSTALL ALL REQUIRED BLOCKING, ANGLE BRACES, SUPPORTS, ETC., TO SUFFICIENTLY SUPPORT ALL COUNTERS.

ELECTRICAL - IN ACCORDANCE TO DETAIL 12 / T1.3

WEST COAST | CENTRAL | EAST COAST

3. CONSTRUCTION DOCUMENTS

D. CONTRACTOR TO VERIFY AND ENSURE AVAILABILITY AND TIMELY DELIVERY OF SPECIFIED OR SUBSTITUTED PRODUCTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT OF POSSIBLE CHANGES TO CONSTRUCTION DOCUMENTS OR ANY CONSTRUCTION DELAY DUE TO NON AVAILABILITY OR LATE DELIVERY OF MATERIALS. CONTRACTOR (& NOT THE ARCHITECT) IS RESPONSIBLE FOR NON AVAILABILITY OR LATE DELIVERY OF PRODUCTS DURING CONSTRUCTION.

7. MILLWORK CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

www.AmorArch.com

G. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR ALL WALL MOUNTED ITEMS, LIGHT FIXTURES AND ALL OTHER ITEMS REQUIRED.

6. LIABILITIES A. THE DESIGN PROFESSIONAL (DP) SHALL CONSULT WITH THE CLIENT REGARDING THE PROBABLE SERVICES REQUIRED TO COMPLY WITH BUILDING CODES AND AMERICANS with DISABILITIES ACT (ADA). THE DP IS NOT AN ATTORNEY NOR SHOULD THE DP'S RENDERING AN OPINION OF PROBABLE SERVICES REQUIREMENTS BE CONSIDERED EQUIVALENT TO A LEGAL INTERPRETATION OF ADA. THE DP'S OPINION WILL BE BASED SOLELY ON HIS / HER OWN EXPERIENCE AND KNOWLEDGE. THIS REQUIRES THE DP TO MAKE A CERTAIN NUMBER OF ASSUMPTIONS AS TO THE TYPES OF DISABILITIES COVERED BY ADA. THE DEGREE OF ACCESS THAT IS READILY ACHIEVABLE AND WHAT CONSTITUTES 'READILY ACCESSIBLE AND USABLE'. GIVEN THE ASSUMPTIONS WHICH MUST BE MADE THE DP CANNOT AND DOES NOT GUARANTEE THE ACCURACY OF HIS / HER OPINION AS TO FULL COMPLIANCE AND IN RECOGNITION OF THAT FACT, THE CLIENT WAIVES ANY CLAIM AGAINST THE DP RELATIVE TO THE ADEQUACY OF THE OPINION TO FULLY COMPLY WITH BUILDING CODES AND ADA REQUIREMENTS. B. THE ARCHITECT WHO SIGN THESE PLANS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE SHALL NOT BE HELD RESPONSIBLE FOR DAMAGES RESULTING FROM CHANGES OR USES NOT AUTHORIZED OR APPROVED BY THE ARCHITECT. THE SIGNING OF THESE DOCUMENTS WILL NOT IMPOSE A LEGAL DUTY OR RESPONSIBILITY TO OBSERVE THE CONSTRUCTION AND / OR INSTALLATION OF THE FIXED WORKS SUBJECT TO THESE DOCUMENTS.

STAMP

ARCH SED I N E I A M A.

D. THE DESIGN ADEQUACY AND SAFETY OF THE ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

7. INTENTION UNLESS NOTED OTHERWISE, THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT & TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK.

8. SUBSTITUTION NO SUBSTITUTION SHALL BE MADE WITHOUT THE ARCHITECT'S APPROVAL.

C - 24421

8/31/2019

C. ALL BRACING NECESSARY FOR CONSTRUCTION PURPOSES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

ALL INTERIOR DIMENSIONS ARE TO THE FACE OF NEW STUD, UNLESS NOTED OTHERWISE. COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR DIMENSIONING. VERIFY EXACT LOCATIONS IN FIELD (AS REQUIRED).

5. INSTALLATION - INSTALL UNITS LEVEL AND PLUMB WITH TIGHT JOINTS BETWEEN ANY MULTIPLE UNITS. SCRIBE TO WALL AND OTHER SURFACES AS REQUIRED. ADJUST ALL DRAWERS, DOORS AND MOVABLE PARTS TO OPERATE EASILY AND SMOOTHLY WITHOUT BINDING.

P. 909.259.9971 | F. 909.944.8409

OR AM

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. ALL DOOR AND OPENING LOCATIONS SHALL BE SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT OF RECORD. FLOOR PLAN BY ARCHITECT OF RECORD SUPERSEDES OTHER PLANS. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, VINYL COMPOSITE TILE, ETC.

4. PLASTIC LAMINATE FINISHING SHALL CONFORM TO REQUIREMENTS OF ARCHITECTURAL WOODWORK INSTITUTE. "QUALITY STANDARDS" FOR "CUSTOM" GRADE AND NOTES CONTAINED HEREIN.

RANCHO CUCAMONGA, CA 91730

CT TE

3. ALL FINISHED CABINET MATERIALS TO BE AS CALLED OUT PER THE CONSTRUCTION DOCUMENTS.

9483 HAVEN AVENUE, SUITE 100

AT E

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

2019-03-26

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

9. CHANGES THE OWNER OR ARCHITECT MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK. THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY.

10. SCOPE ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND PERFORM ALL WORK NECESSARY. REASONABLY INFERRED OR REQUIRED BY ANY CODE OR REGULATION ADOPTED BY LOCAL JURISDICTION, TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB.

11. CUTTING AND PATCHING ALL TRADES SHALL DO THEIR OWN CUTTING, FITTING, PATCHING, ETC. TO MAKE THE SEVERAL PARTS COME TOGETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES.

12. CLEANING THE CONTRACTOR SHALL CLEANUP, REMOVE AND RECYCLE IN A LEGAL MANNER AND NOT DISPOSE IN LANDFILL ALL DEBRIS AND WASTE ATTRIBUTED TO THE JOB.

13. (AS-BUILT) DRAWINGS GENERAL CONTRACTOR TO KEEP AN ACCURATE RECORD OF CHANGES IN FIELD AND SUBMIT A COMPLETE SET OF AS-BUILT DRAWINGS TO THE ARCHITECT FOR HIS / HER REVIEW AND TO THE OWNER. FOREMAN TO HAVE AN ACCURATE FLOOR PLAN AND PROJECT SCHEDULE ON-SITE AT ALL TIMES.

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

T1.2

PLAN CHECK SUBMITTAL: 2019_03_21

PAINTING 1. SEE FINISH SCHEDULE FOR ALL PAINT PRODUCTS AND SPECIFICATIONS.

GENERAL CONSTRUCTION NOTES

MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOBS OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION.

3. FINISHES A. UNLESS NOTED OTHERWISE (E.G. SPECIAL WALL COVERING AREAS) ALL GYPSUM WALLBOARD SHALL BE TAPED, SMOOTH, AND PAINTED. B. VERIFY ANY SPECIAL FINISH AREA PRIOR TO COMMENCING WORK.

A. THE GENERAL CONTRACTOR (G.C.) WILL PAY FOR ALL APPLICABLE BUILDING AND SIGNAGE PERMIT AND ANY LOCAL JURISDICTION FEES OR ASSESSMENTS AS APPLICABLE. HOWEVER, THE GENERAL CONTRACTOR SHALL INCORPORATE ALL MECHANICAL, ELECTRICAL, PLUMBING (M.E.P.) AND CIVIL PERMITS AS NECESSARY IN HIS / HER BID PROPOSAL TO THE OWNER. THE M.E.P. AND CIVIL PERMITS WILL NOT BE PAID BY THE ARCHITECT. THE G.C. WILL PHYSICALLY PULL THE BUILDING PERMIT AND THE SIGNAGE PERMIT. THE G.C. MUST COORDINATE WITH HIS / HER SUBCONTRACTORS TO ENSURE THEIR APPLICABLE PERMITS ARE PULLED. THE G.C. AND ALL SUBCONTRACTORS PERFORMING WORK ON SITE MUST OBTAIN THEIR MUNICIPALITY BUSINESS LICENSES AT THEIR EXPENSE PRIOR TO START OF CONSTRUCTION. NOT HAVING ALL SUBCONTRACTOR BUSINESS LICENSES PAID FOR AT THE MUNICIPALITY MAY PREVENT THE PROJECT FROM FINAL LOCAL JURISDICTION APPROVAL AND SIGN-OFF.

SHEET TITLE

EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

2. PERMITS

2. ARCHITECT WILL NOT REIMBURSE CONTRACTOR OR SUB-CONTRACTOR FOR CITY OR STATE LICENSE FEES WHICH MAY BE REQUIRED TO PERFORM WORK.

ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. NOTHING SHOWN IN THESE DRAWINGS SHALL BE CONSTRUED AS PERMISSION TO VIOLATE ANY GOVERNING CODES.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDING AND FACILITIES SHALL BE MADE ACCESSIBLE OR REMAIN ACCESSIBLE.

1. CODES

WI L

GYPSUM WALLBOARD (WHERE APPLIES) 1. PROVIDE GYPSUM WALLBOARD, STEEL FRAMING COMPONENTS, AND ACCESSORIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS GYPSUM ASSOCIATION'S FIRE RESISTANCE DESIGN MANUAL. PRODUCTS SPECIFIED HEREIN ARE AS MANUFACTURED BY U.S. GYPSUM ASSOCIATION. EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS WILL BE CONSIDERED PROVIDED THEY MEET THOSE ESTABLISHED STANDARDS. MAKE APPROPRIATE SUBMITTAL FOR ANY SUBSTITUTIONS.

saff RON

ENTRANCES AND EXITS

FINISHES

L IC

(WHERE APPLIES) IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY IF THE EXISTING FIRE ALARM / BURGLAR ALARM SYSTEM NEEDS TO BE MODIFIED IN ORDER TO ACCOMMODATE THE RENOVATION SPACE. THIS INCLUDES ALL AFFECTED AREAS TO INCLUDE MAIN LOBBY AND ADJACENT ROOMS. IF REQUIRED, THE CONTRACTOR MUST SUBMIT FIRE ALARM / BURGLAR ALARM SYSTEM SHOP DRAWINGS. ALL COSTS AND FEES SHOULD BE INCLUDED IN THE CONTRACTOR'S BID PROPOSAL TO THE OWNER. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN APPROVAL AND SIGN-OFF FOR THE MODIFIED FIRE ALARM / BURGLAR ALARM SYSTEM BY ANY JURISDICTIONAL REQUIREMENTS.

PROJECT LOCATION

FIRE ALARM / BURGLAR ALARM SYSTEM

1/2" MAX. 1/4" MAX. 1/4" MAX.

(b) Hinge Approach

FIGURE 11B-26A

PULL SIDE

*NOTE: 48-1/4" MINIMUM IF DOOR HAS BOTH A LATCH AND A CLOSER

ACCESSIBLE DOOR CLEARANCES

N.T.S.

30-1/8" MIN. 9-7/8" MAX.

(d) Stop or Latch Approach FIGURE 404.2.4.2

(a) UNOBSTRUCTED SIDE REACH

(b) OBSTRUCTED HIGH SIDE REACH

APPROACH DIRECTION

MINIMUM MANEUVERING CLEARANCE

NOTES:

PERPENDICULAR TO DOORWAY

PARALLEL TO DOORWAY (beyond stop/latch side unless noted)

48-1/8 INCHES

0 INCHES

42-1/8 INCHES

0 INCHES

FROM POCKET/HINGE SIDE

42-1/8 INCHES

22-1/8 INCHES

FROM STOP/LATCH SIDE

42-1/8 INCHES

24-1/8 INCHES

DOORWAY WITH NO DOOR ONLY. BEYOND POCKET/HINGE SIDE.

TABLE 404.2.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, MANUAL SLIDING AND MANUAL FOLDING DOORS

ACCESSIBLE DOOR CLEARANCES

SCALE N.T.S.

WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 47-7/8" MAXIMUM AND THE LOW SIDE REACH SHALL BE 15-1/8" MINIMUM ABOVE THE FINISH FLOOR OR GROUND. EXCEPTION: AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 9-7/8" MAXIMUM. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 33-7/8" MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 23-7/8" MAXIMUM. THE HIGH SIDE REACH SHALL BE 47-7/8" MAXIMUM FOR A REACH DEPTH OF 9-7/8" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10", THE HIGH SIDE REACH SHALL BE 45-7/8" MAXIMUM FOR A REACH DEPTH OF 23-7/8" MAXIMUM.

SIDE REACH

SCALE N.T.S.

N.T.S.

ANY AMOUNT

FIGURE 11B-7A WALKING PARALLEL TO WALL

POST OR PYLON

FIGURE 11B-7A WALKING PERPENDICULAR TO WALL 12" MAX.

POST OR PYLON

1117B.5.5 RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS. WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. 1. CHARACTER TYPE. CHARACTERS ON SIGNS SHALL BE RAISED 132 INCH (0.794 mm) MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED (GRADE 2) BRAILLE COMPLYING WITH SECTION 1117B.5.6. CHARACTER SIZE. RAISED CHARACTERS SHALL BE A MINIMUM OF 5 8 INCH (15.9 mm) AND A MAXIMUM OF 2 INCHES (51 mm) HIGH.

PICTORIAL SYMBOL SIGNS (PICTOGRAMS). PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6 INCHES (152 mm) IN HEIGHT.

CHARACTER PLACEMENT. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MINIMUM OF 3 8 INCH (9.5 mm) AND A MAXIMUM OF 12 INCH (12.7 mm) DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT.

PROTRUDING OBJECTS

SCALE N.T.S.

ADA STANDARDS ACCESSIBLE DESIGN PLAN SHEET TITLE

ARCH SED I N E I A M A. L

C - 24421

AT E

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

2019-03-26

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

1117B.5.7 MOUNTING LOCATION AND HEIGHT. WHERE PERMANENT IDENTIFICATION SIGNS ARE PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE.

MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.

FIGURE 11B-7B (PLAN) OBJECTS MOUNTED ON POSTS OR PYLONS

STAMP

8/31/2019 2.

TACTILE CHARACTERS (INCLUDING RAISED TEXT AND BRAILLE CHARACTERS) ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER.

CANE RANGE FIGURE 11B-7B (ELEVATION) OBJECTS MOUNTED ON POSTS OR PYLONS

1117B.5.3 PROPORTIONS. CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS THAT HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 (60 PERCENT) AND 1:1 (100 PERCENT) MEASURED BY THE WIDTH OF THE UPPERCASE LETTER "O" AND HEIGHT OF THE UPPERCASE LETTER "I", AND A STROKE WIDTH-TO-HEIGHT RATIO OF BETWEEN 1:5 (20 PERCENT) AND 1:10 (10 PERCENT) MEASURED BY THE WIDTH AND HEIGHT OF THE UPPERCASE LETTER "I".

1117B.5.6 BRAILLE. CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 110 INCH (2.54 mm) ON CENTER IN EACH CELL WITH 2/10-INCH (5.08 mm) SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 140 INCH (0.635 mm) ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED.

CANE RANGE

THIS OVERHANG CAN BE GREATER THAN 12" BECAUSE NO ONE CAN APPROACH THE OBJECT FROM THIS DIRECTION.

TACTILE EGRESS SIGNAGE (SECURE TO STOREFRONT GLASS W/ ADHESIVE). PROVIDE PLASTIC BACKING OVER OTHER SIDE OF GLASS FOR COVERAGE. ADHESIVE SHALL BE COMPATIBLE w/ GLASS APPLICATION.

SCALE

NOTES: SIGNAGE AS PER CBC SECTION 1117B.5.1 ITEM 1 & PER CBC 1117B.5.1. ALSO AS PER CBC SECTION 1117B.5.3 SPECIFIES TACTILE CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10

9-1/4" MIN. A.F.F.

27" MIN A.F.F.

KNEE CLEARANCE

SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9-1/4" ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH 306.2. SPACE UNDER AN ELEMENT BETWEEN 9-1/4" AND 27" ABOVE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH 306.3.

12" MAX.

TACTILE EXIT SIGN EXIT

RAISED GRADE 2 BRAILLE: "EXIT".

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

9-1/4" MIN. A.F.F.

N.T.S.

1117B.5.2 FINISH AND CONTRAST. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NONGLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.

(b) plan

11 TOE & KNEE CLEARANCE

23-7/8" MAX.

SCALE

WI L

47-7/8" MAX.

9-7/8" MAX.

EXIT

24-7/8" MAX.

4" MAX

9-7/8" MAX.

CLEAR FLOOR SPACE PARALLEL APPROACH

N.T.S.

(b) plan

NOTES:

RAISED GRADE 2 BRAILLE: "HANDICAP ACCESSIBLE".

BUILDING ENTRY SIGN

17-1/8"- 24-7/8"

11" MIN.

FIGURE 11B-5D - SIDE REACH

1. 2.

SCALE

MIN

MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING AND FOLDING DOORS

FROM SIDE

FIGURE 11B-26B

24-1/8"

FIGURE 404.2.4.2

FROM FRONT

*NOTE: 48-1/8" MINIMUM IF DOOR HAS A CLOSER

42-1/8" MIN

MIN (b) Side Approach

54-1/8" MIN. 42-1/8" MIN

42-1/8" MIN

48-1/8" MIN

22-1/8"

FORWARD REACH

N.T.S.

WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY

48-1/8" MIN.

WHEN HIGHER THAN 26-3/4"

N.T.S.

SCALE

BUILDING ENTRY SIGNAGE (SECURE TO STOREFRONT GLASS W/ ADHESIVE). PROVIDE PLASTIC BACKING ON OTHER SIDE OF GLASS FOR COVERAGE. ADHESIVE SHALL BE COMPATIBLE W/ GLASS APPLICATION.

NOTE: SIGNS AS PER SECTION 1117B.5.1 AND SHALL COMPLY WITH 1117B.5.2, 1117B.5.3, 1117B.5.5, 1117B.5.6 & 1117B.5.7.

48-1/8" MIN.

CONSULTANT

BLUE BACKGROUND COLOR 15090 OF FEDERAL STANDARD NUMBER 599b

8-1/8" MIN. KNEE SPACE

EMAIL: simon83k@gmail.com

METAL SIGN

TOE CLEARANCE

WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 47-7/8" MAXIMUM WHERE THE REACH DEPTH IS 20" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20", THE HIGH FORWARD REACH SHALL BE 43-7/8" MAXIMUM AND THE REACH DEPTH SHALL BE 24-7/8" MAXIMUM.

SCALE

1'-0"

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

saff RON

CLEAR FLOOR & TURNING SPACE

80-1/4" MIN. A.F.F.

SCALE

TEST DOORS FOR DOOR OPENING FORCE AND CLOSING SPEED WITH AIR CONDITIONING AND OTHER FORMS OF MECHANICAL PRESSURIZATION TURNED ON AND ALSO WHEN TURNED OFF.

CLIENT

L IC

THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60-1/8" SQUARE MINIMUM WITH ARMS AND BASE 36-1/8" WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MINIMUM. THE SPACE SHALL BE PERMITTED PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH DETAIL ONLY AT THE END OF EITHER THE BASE OR ONE ARM.

(a) elevation 2.

48" MIN. A.F.F.

WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 47-7/8" MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15-1/8" MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

WEST COAST | CENTRAL | EAST COAST

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

SEE ALSO SECTION 1115B.6 FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES.

BUILDING EXIT SIGN

SCALE N.T.S.

T1.3

PLAN CHECK SUBMITTAL: 2019_03_21

54-1/8" MIN

INTERIOR DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90-DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12-DEGREES SHALL BE 5-SECONDS MINIMUM.

STRIKE SIDE EDGE OF

SEE 2010 CBC CHAPTER 11B, FIGURE 11B-5A(b) FOR ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVES.

(a) elevation

NOTES:

TABLE 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS

60-1/8" MIN

5-7/8" MAX.

FIGURE 11B-5C - FORWARD REACH

24-1/8 INCHES

36-1/8" MIN 24" MIN

30-1/8"

ALCOVES SHALL BE 48-1/4" WIDE MINIMUM WHERE THE DEPTH IS 15" OR LESS.

26-3/4" MAX.

PUSH SIDE

(a) Front Approach

DOOR / OPENING FRAME

36-1/4" MIN CLEAR

1/4" MAX. *15" OR LESS

WHEN GREATER THAN 26-3/4"

60-1/4" MIN

ALCOVES SHALL BE 30-1/4" WIDE MINIMUM WHERE THE DEPTH IS 24" MAX.

34" MAX.

24-1/8 INCHES

ACCESSIBLE DOOR CLEARANCES

60-1/4" MIN

MIN

*44-1/4" MIN

60-1/8" MIN 48-1/8" MIN

36-1/8"

PROVIDE THIS SPACE IF DOOR IS EQUIPPED 12-1/8" WITH BOTH A LATCH PUSH AND A CLOSER SIDE MIN *NOTE: ALL DOORS IN (a) ALCOVES SHALL COMPLY Front Approach WITH THE CLEARANCES FOR FRONT APPROACHES

*44-1/4" MIN

Plotted: 3/21/2019 8:40 AM (jlavenant) File: 03_a2105_t1.3_ada standards.dwg

PULL SIDE

43-7/8" MAX.

22-1/8 INCHES

54-1/8" MIN. PUSH 24-1/8" CLEAR AT EXTERIOR SIDE MIN DOORS 18-1/8" CLEAR AT INTERIOR MIN DOORS

47-7/8" MAX.

NOTES: 1. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND 2. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM

(b) OBSTRUCTED HIGH FORWARD REACH

www.AmorArch.com

N.T.S.

(a) UNOBSTRUCTED FORWARD REACH

FIGURE 11B-12(b) T-SHAPED SPACE FPR 180° TURNS

36-1/8 INCHES 42-1/8 INCHES

IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR.

12" 36-1/8" 12" MIN MIN MIN

*NOTE: IF GREATER THAN 15", THEN ADD 12" (60-1/4" MIN.)

>20"-24-7/8" MAX.

45-7/8" MAX.

SIGNS / BRAILLE

0 INCHES

P. 909.259.9971 | F. 909.944.8409

CT TE

SCALE

RANCHO CUCAMONGA, CA 91730

POWER-OPERATED DOORS. WHERE MEANS OF EGRESS DOORS ARE OPERATED BY POWER, SUCH AS DOORS WITH A PHOTOELECTRIC-ACTUATED MECHANISM TO OPEN THE DOOR UPON THE APPROACH OF A PERSON, OR DOORS WITH POWER-ASSISTED MANUAL OPERATION, THE DESIGN SHALL BE SUCH THAT IN THE EVENT OF POWER FAILURE, THE DOOR IS CAPABLE OF BEING OPENED MANUALLY TO PERMIT MEANS OF EGRESS TRAVEL OR CLOSED WHERE NECESSARY TO SAFEGUARD MEANS OF EGRESS. THE FORCES REQUIRED TO OPEN THESE DOORS MANUALLY SHALL NOT EXCEED THOSE SPECIFIED IN SECTION 1008.1.3, 2010 CBC, EXCEPT THAT THE FORCE TO SET THE DOOR IN MOTION SHALL NOT EXCEED 50 POUNDS (220 N). THE DOOR SHALL BE CAPABLE OF SWINGING FROM ANY POSITION TO THE FULL WIDTH OF THE OPENING IN WHICH SUCH DOOR IS INSTALLED WHEN A FORCE IS APPLIED TO THE DOOR ON THE SIDE FROM WHICH EGRESS IS MADE. FULL-POWER-OPERATED DOORS SHALL COMPLY WITH BHMA A156.10. POWER-ASSISTED AND LOW-ENERGY DOORS SHALL COMPLY WITH BHMA A156.19.

60-1/8" MIN

FIGURE 11B-5A(a,b) CLEAR FLOOR SPACE IN ALCOVES

N.T.S.

DOOR OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS (22 N). FOR REQUIRED FIRE DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND (67 N) FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND (133 N) FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHEN SUBJECTED TO A 15-POUND (67 N) FORCE.

OR AM

BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.

SCALE

33-7/8" MAX

BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS

18-1/8 INCHES

FROM FRONT PUSH 48-1/8 INCHES FROM HINGE PULL 60-1/8 INCHES SIDE FROM HINGE PULL 54-1/8 INCHES SIDE FROM HINGE 2 PUSH 42-1/8 INCHES SIDE 4 FROM LATCH PULL 48-1/8 INCHES SIDE FROM LATCH 4 PUSH 42-1/8 INCHES SIDE 1. ADD 12" IF CLOSER AND LATCH ARE PROVIDED. 2. ADD 6" IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE 4. ADD 6" IF CLOSER IS PROVIDED.

N.T.S.

NOTES:

47-7/8" MAX.

60-1/8 INCHES

20" MAX.

33-7/8" MAX.

BRAILLE SHALL BE CONTRACTED (GRADE 2)

PULL

PARALLEL TO DOORWAY (beyond latch side unless noted)

47-7/8" MAX.

FROM FRONT

PERPENDICULAR TO DOORWAY

15-1/8" MIN.

BLANK CELL SPACE BETWEEN WORDS

FIGURE 703.4.3 BRAILLE MEASUREMENT

DOOR SIDE

30-1/8" MIN.

RAISED DOT

NO RAISED DOT

PUSH SIDE

(b) TURNS AROUND AN OBSTRUCTION

WIDTH OF ACCESSIBLE ROUTE

MINIMUM MANEUVERING CLEARANCE

APPROACH DIRECTION

SCALE

9483 HAVEN AVENUE, SUITE 100

48-1/4" MIN.

*NOTE: IF GREATER THAN 24", THEN ADD 12" (36-1/4" MIN.)

CORRIDORS AND HALLWAYS THAT ARE LOCATED ON AN ACCESSIBLE ROUTE AND EXCEED 200 FEET IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 60-1/8 INCHES. IF AN ACCESSIBLE ROUTE HAS LESS THAN 60-1/8 INCHES CLEAR WIDTH, THEN PASSING SPACES AT LEAST 60-1/8 INCHES BY 60-1/8 INCHES SHALL BE LOCATED AT INTERVALS OF 200 FEET MAXIMUM. A "T" INTERSECTION OF TWO CORRIDORS OR WALKS IS AN ACCEPTABLE PASSING PLACE. SEE FIGURE 11B-34.

15-1/8" MIN.

TYPE OF USE

DOT DIAMETER

MIN

CHANGES IN LEVEL BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.

MANEUVERING CLEARANCE AT RECESSED DOORS

DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW

ALL NEW CONSTRUCTION MUST COMPLY WITH DIMENSIONS AS DENOTED ON THESE CONSTRUCTION DOCUMENTS AND WITH THE ADA. DIMENSIONS WITHIN A SPECIFIED DIMENSIONAL "RANGE" MUST BE LESS-THAN THE MAXIMUM DIMENSIONAL RANGE OR GREATER THAN THE MINIMUM DIMENSIONAL RANGE. IN OTHER WORDS, NEW CONSTRUCTION SHALL NOT BE EQUAL TO EITHER THE MAXIMUM OR MINIMUM DIMENSIONS, BUT SHALL BE LESS THAN THE MAXIMUM AND GREATER THAN THE MINIMUM. MAXIMUM SLOPES FOR NEW RAMPS SHALL BE ONE (1) VERTICAL TO 13 HORIZONTAL MAXIMUM. DESIGN INTENT OF ARCHITECT IS TO PROVIDE REASONABLE DIMENSIONAL TOLERANCES, ENSURE COMPLIANCE WITH THE ADA, AND TO SIMPLIFY AND EXPEDITE THE CONSTRUCTION PROCESS. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR NON-COMPLIANCE WITH THIS NOTICE. CONTRACTOR TO NOTIFY ARCHITECT PRIOR TO BIDDING OF ANY QUESTIONS OR CONCERNS RELATING TO THIS MATTER.

PROJECT LOCATION

FIGURE 404.2.4.3

WHEN GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

60" MAX. A.F.F.

DISTANCE BETWEEN DOTS IN THE SAME CELL

24-1/8"

48" MIN. A.F.F.

(b) Push Side

SINGLE BRAILLE CELL

30-1/4" MIN.

EVERY CORRIDOR AND HALLWAY SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. CORRIDORS AND HALLWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36-1/4 INCHES IN WIDTH.

(a) Pull Side

DISTANCE BETWEEN DOTS IN THE SAME CELL

36-1/4" MIN CLEAR 48" OR GREATER

NOTES: 1.

GRATINGS LOCATED IN WALKING SURFACES SHALL HAVE GRID OPENINGS A MAXIMUM OF 1/2" WIDE IN ONE DIRECTIONS.

30-1/4" MIN

MIN

12-1/8" MIN

CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL.

FLOOR / GROUND SURFACE

FIGURE 11B-5E WIDTH OF ACCESSIBLE ROUTE

FIGURE 404.2.4.1

48-1/8" MIN

18-1/8"

N.T.S.

36-1/4" MIN CLEAR

42-1/4" MIN CLEAR (a) LESS THAN 48" 90° TURN

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2" MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303, CHANGES IN LEVEL.

30-1/4" MIN

(k) Latch Approach, Push Side Door provided with closer

(j) Latch Approach, Push Side

SCALE

36-1/4" MIN

48-1/8" MIN

54-1/8" MIN

MIN

42-1/4" MIN CLEAR

TABLE 703.3.1 BRAILLE DIMENSIONS

24-1/8"

GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT.

BEVELED CHANGE IN LEVEL

WHEELCHAIR CLEARANCE SPACE IS 30-1/8" MIN. X 48-1/8" MIN.

48-1/8" MIN

MIN

MEASURED CENTER TO CENTER

DISTANCE BETWEEN DOTS IN ADJACENT CELLS

42-1/8" MIN

24-1/8"

MIN

X > 8"

DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL BELOW 1

0.059 TO 0.063 0.090 TO 0.100 0.241 TO 0.300 0.025 TO 0.037 0.395 TO 0.400

CLEAR WIDTH AT ROUTE / TURN

24-1/8"

(i) Latch Approach, Pull Side Door provided with closer

(g) Hinge Approach, Push Side, Door provided with both closer and latch

48-1/8" MIN

DOT HEIGHT

(h) Latch Approach, Pull Side

X > 8"

DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS 1

MIN

X > 8"

DISTANCE BETWEEN TWO DOTS IN THE SAME CELL 1

24-1/8"

36-1/4" MIN CLEAR

FIGURE 403.5.2 (b) CLEAR WIDTH AT 180 DEGREE TURN (EXCEPTION)

48-1/4" MIN

N.T.S.

MINIMUM IN INCHES MAXIMUM IN INCHES

DOT BASE DIAMETER

SCALE

22-1/8" MIN

60-1/8" MIN

MEASUREMENT RANGE

36-1/4" MIN CLEAR X < 48"

(f) Hinge Approach, Push Side 42-1/8" MIN

ACCESSIBLE DOORS IN A SERIES

22-1/8" MIN

(e) Hinge Approach, Pull Side

(SERVING OTHER THAN A REQUIRED EXIT STAIRWAY) NOTE: THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY SHALL PROVIDE A MINIMUM OF 48-1/8 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.

2013_02_12

NOTES:

24" MAX.

(d) Hinge Approach, Pull Side

VERTICAL CHANGE IN LEVEL

WHEN 27" OR BELOW

42-1/8" MIN

54-1/8" MIN

60-1/8" MIN

36-1/8" MIN

FIGURE 11B-30 (a) DOOR IN SERIES

32-1/4" MIN CLEAR

ACCESSIBILITY NOTES CARPET PILE HEIGHT

1/2" MAX.

(b) Front Approach, Push Side

THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32-1/4" MINIMUM FOR A LENGTH OF 23-3/4" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48-1/4" LONG MINIMUM AND 36-1/4" WIDE MINIMUM.

60-1/4" MIN

(a) Front Approach, Pull Side

FIG. 11B-31 (b) DOORS AT OPPOSITE WALLS

* PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER

32-1/4" MIN CLEAR

12-1/8" MIN

36-1/4" MIN CLEAR

MIN

48-1/8" MIN

60-1/8" MIN

18-1/8"

NOTES:

23-3/4" 48-1/4" MIN 23-3/4" CLEAR MAX MAX

FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE

18-1/8" MIN.

48-1/8" MIN. DOOR WIDTH 12-1/8" MIN.*

FIG. 11B-30 (b) BOTH DOORS OPEN OUT

18-1/8" MIN.

48-1/8" MIN.

12-1/8" MIN.*

DOOR 48-1/8" MIN DOOR WIDTH WIDTH

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

PROJECT LOCATION

SHEET TITLE

saff RON

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

O.C. FIRE AUTHORITY NOTES

CONSULTANT

C - 24421

8/31/2019

Plotted: 3/28/2019 2:07 PM (jlavenant) File: 03.1_a2105_t1.4_o.c.fire authority notes.dwg

AT E

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

ISSUED FOR PLAN CHECK SUBMITTAL

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

T1.4 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PLAN CHECK SUBMITTAL: 2019_03_21

WI L

CT TE

ARCH SED I N E I A M A.

OR AM

L IC

STAMP

LEGEND #

NUMBER OF PEOPLE EXITING

PER CBC 2016, SECTION AND TABLE 1006.2.1 MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE WITH SPRINKLER SYSTEM IS 100 FEET. SEE PLAN FOR TRAVEL DISTANCE ON EACH AREA

ANSUL SYSTEM WILL BE SERVICED EVERY SIX (6) MONTHS. F.E.

TYPE K FIRE EXTINGUISHER REQUIRED; FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS - ORDINARY HAZARD OCCUPANCY. 2-A RATED SINGLE EXTINGUISHER - THE MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER IS 75 FEET PER CALIFORNIA FIRE CODE TABLE 906.3 (1).

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

- TO BE MOUNTED AT 4'-0" HIGH FROM FINISH FLOOR TO HANDLE OF FIRE EXTINGUISHER

CLIENT

OCCUPANT LOAD CALCULATION 1

2.1

6.5

ROOM NO.

ROOM NAME

AREA (SF)

LOAD FACTOR

201

ENTRY

202

DINING - UNCONCERNTRATED TABLES & CHAIRS

450

OCCUPANT

EMAIL: simon83k@gmail.com 30

DINING AREAS - FIXED SEATS

(E) ADJACENT TENANT (N.I.C.)

203

HALLWAY

204

ALL-GENDER RESTROOM

205

WALK-IN COMBO (FOR EMPLOYEE ONLY)

206

WASH/ PREP AREA (FOR EMPLOYEE ONLY)

207

COOK/SERVICE AREA (FOR EMPLOYEE ONLY)

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

CONSULTANT

7 107

813

200

F.E.

EXIT #1 EGRESS SIZING CALCULATION (CBC 1005.3.2) 21 OCCUPANTS X 0.2" = 4.2 LINEAR INCHES REQUIRED EXISTING = 72 LINEAR INCHES PROVIDED

DINING 202

F.S. F.D.

PROJECT LOCATION

30x48

HALLWAY 203

TRAVEL DISTANCE = 27'-8"

F.E. 30x48

STAMP

6.5

WI L

2.1

CT TE

ARCH SED I N E I A M A.

OR AM

L IC

C - 24421

8/31/2019

AT E

EXIT #2 EGRESS SIZING CALCULATION (CBC 1005.3.2) 21 OCCUPANTS X 0.2" = 4.2 LINEAR INCHES REQUIRED EXISTING = 36 LINEAR INCHES PROVIDED

RENEWAL DATE

OF CA LI FOR

Plotted: 3/22/2019 8:30 AM (jlavenant) File: 04_a2105_t2.1_life safety plan.dwg

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

2019-03-26

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

DATE 2019.03.21

PROJECT NUMBER A2105

SHEET NUMBER

LIFE SAFETY PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

T2.1

PLAN CHECK SUBMITTAL: 2019_03_21

ENTRY 201

TRAVEL DISTANCE = 27'-8"

ALL-GENDER RESTROOM 204

INCLUDING ADA SEATS

ENTRY

18x60

5-tier

LIFE SAFETY PLAN

TRAVEL DISTANCE = 39'-3" 30x48

5-tier

18x60

5-tier

18x60

SEAT COUNT

PER TABLE 1004.1.2 2016 CBC MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT ASSEMBLY WITHOUT FIXED SEATS

WALK-IN COMBO 205

TRAVEL DISTANCE = 39'-3" 18x60

SYRUP RACK

5-tier

WASH/ PREP AREA 206

TRAVEL DISTANCE = 64'-7"

F-9

TRAVEL DISTANCE = 80'-3"

16x18

5-tier

TOTAL OCCUPANTS

SHEET TITLE

18x36

1,542

18x36

GROSS AREA TOTAL (INCLUDING WALLS)

saff RON

F-9

1,483

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

COOK/SERVICE AREA 207

NET AREA TOTAL:

GENERAL NOTES 1.

GENERAL (E) SURFACE DRAINAGE PATTERN, INCLUDING (E) ROOF DRAINAGE LOAD TRANSFERRED TO GROUND LEVEL, IS TO REMAIN AS IS.

THIS IS A CONCEPTUAL SITE PLAN. UNLESS OTHERWISE NOTED, ALL ELEMENTS AND CONDITIONS ARE EXISTING.

VEHICULAR ACCESS DRIVES MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION.

CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND TRAFFIC CONES PER LOCAL REQUIREMENTS. ACCESS TO DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.

ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO CITY STANDARD CONSTRUCTION SPECIFICATIONS.

CONTRACTOR SHALL SWEEP ENTIRE SITE OR PORTIONS OF SITE TO BE USED BY THE PUBLIC AND SURROUNDING RIGHT-OF-WAY AREA OF THE STREET PRIOR TO USE BY THE GENERAL PUBLIC.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730

THE SITE SHALL BE KEPT FREE OF FIRE HAZARDS FROM THE START OF CONSTRUCTION TO FINAL INSPECTION.

P. 909.259.9971 | F. 909.944.8409

THE G.C. SHALL IMPLEMENT A BMP FOR ALL ACTIVITIES PER CAL GREEN REQUIREMENTS.

WEST COAST | CENTRAL | EAST COAST

THE G.C. IS RESPONSIBLE TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TO PERFORMING EXTERIOR WORK. CALL 811 AT LEAST 2 DAYS BEFORE DIGGING.

www.AmorArch.com

CLIENT

10. G.C. TO VERIFY ANY ABRUPT CHANGE IN LEVEL EXCEEDING 1/2" EXISTING CONCRETE SLAB/ASPHALT TRANSITION FROM ENTRY TO PUBLIC WAY/ ACCESS. G.C. TO PROVIDE CLEAR PATH OF TRAVEL, PER SECTION 11B-303. 11. SITE & PARKING IS EXISTING TO REMAIN UNCHANGED. 12. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, CONTRASTING WITH THEIR BACKGROUND. NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE OF .5 INCHES. WHERE ACCESS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. (CFC 505.1)

AVERY PARKWAY (E) TRANSFORMER (E) CLEAN AIR SITE ENTRY SIGN (E) MONUMENT SIGN

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

13. THE G.C. IS RESPONSIBLE TO FIELD VERIFY AND LOCATE ALL WET AND DRY UTILITIES CONNECTION POINTS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. (I.E. GAS, WATER AND SEWER, CLEAN OUTS, ETC.

(E) ACCESSIBLE SITE ENTRY SIGN

14. GENERAL CONTRACTOR SHALL REDUCE CONSTRUCTION WASTE BY 65%. 15. GENERAL CONTRACTOR SHALL VERIFY THAT CALIFORNIA PROHIBITED UNIVERSAL WASTE MATERIALS ARE DISPOSED OF PROPERLY AND DIVERTED FROM LANDFILLS.

12 (E) PATIO

(E) PARKING AREA

SECOND FLOOR PATH OF TRAVEL 14

(E) 1ST FLOOR PATH OF TRAVEL FROM ELEVATOR

(E) ELEV.

(E) ELECTRICAL P.O.C.

(E) GAS RISER P.O.C.

(E) BUILDING (N.I.C.)

(E) PARKING AREA BELOW

09 (E) PARKING AREA

STAMP

C - 24421

8/31/2019

(E) PARKING AREA BELOW

AT E

RENEWAL DATE

PL (E) PARKING AREA BELOW

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

Plotted: 3/21/2019 8:41 AM (jlavenant) File: 05_a2105_as1.1_site plan.dwg

REVISIONS 2019-03-21

2019-03-26

(E) BUILDING

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

NOTE: MEP ENGINEERS TO VERIFY (E) GREASE INTERCEPTOR. MUST BE INSTALLED PER MNWD BACKBONE APPROVED GI PLAN

DATE 2019.03.21

PROJECT NUMBER A2105

PLAN CHECK SUBMITTAL: 2019_03_21

(E) DRIVE AISLE BELOW

(E) BUILDING UNDER SEPARATE APPROVED PERMIT #120914

ARCH SED I N E I A M A.

CT TE

L IC

DN.

OR AM

WAY

K PAR

WI L

RITE

(E) DOMESTIC WATER P.O.C.

PROJECT LOCATION

(E) PARKING AREA

(E) GREASE WASTE LINE TO 3,000 GAL. GREASE 18 INTERCEPTOR -

RAMP DOWN FROM ABOVE

(E) COURTYARD

(E) PARKING AREA

SHEET TITLE

(E) ACCESSIBLE PARKING

(E) 2ND FLOOR PATH OF TRAVEL FROM ELEVATOR

saff RON

(E) TRUNCATED DOMES 11B-705.1

(E) PARKING AREA

GUE

MAR

DN.

ENTRY

AREA OF SAFFRON 1,542 SQ. FT.

FIRST FLOOR PATH OF TRAVEL

EXISTING SITE PLAN (FOR REFERENCE ONLY)

(E) PARKING AREA BELOW

(E) HEIGHT GUARD CLEARANCE BAR

(E) PARKING AREA

8 A1.1

(E) BUILDING (N.I.C.)

(E) PARKING STRUCTURE UNDER SEPARATE APPROVED PERMIT #122459

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

(E) PARKING AREA

(E) LANDSCAPE AREA

LEGEND

(E) TRASH ENCLOSURE

(E) PARKING AREA

SHEET NUMBER

EXISTING SITE PLAN - (FOR REFERENCE ONLY) C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1" = 20'-0"

(E) GREASE INTERCEPTOR CUTSHEET

SCALE NTS

AS1.1

GENERAL NOTES 1.

SEE SHEET K1.1 FOR EQUIPMENT, FURNITURE, FIXTURES AND PLUMBING FIXTURES.

SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION.

NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT EVER SCALE DRAWINGS.

DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED WALL (GWB), UNLESS OTHERWISE NOTED ON PLANS.

ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE ARCHITECT, OWNER, AND LANDLORD UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENTS, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION AND OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

10. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL NEW DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID.

(E) ADJACENT TENANT (N.I.C.)

(E) ADJACENT TENANT (N.I.C.) ±59'-9 1/4" 28'-1 1/2"

W-1

A W-5

W-5

HALLWAY 203

203 W-7 2'-11"

10'-0 1/4" 3'-8"

W-2

ABOVE 13

14 202 1

W-1

1 6'-4"

30x48

W-1

2'-3 3/4"

W-1

DINING 202

201

(E) EXTERIOR WALL TO REMAIN

W-2

(E) 1 HOUR RATED DEMISING WALL TO REMAIN (G.C TO VERIFY TYPE "X" 5/8" GYPSUM BOARD ON BOTH SIDES, WITH NO PENETRATIONS) OR PROVIDE

W-3

(N) 6" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYP. BD. ON EACH SIDE

18 A8.1

W-4

(N) 4" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYP. BD. ON EACH SIDE

8 A7.1

W-5

(N) FURRED WALL, 6" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYP. BD.

18 A7.1

W-6

(N) 4" x 16GA. METAL STUD (32-3/4" HI.) LOW WALL @ 16" O.C. 5/8" GYP. BD.

2 A8.2

W-7

(N) 6" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" TYPE "X" GYP. BD. ON EACH SIDE(UNLESS OTHERWISE NOTED ON PLANS)

14 A8.1

KEYNOTES

13 ABOVE

30x48

H W-1

(N) IMPACT DOOR w/ WINDOW. SEE DOOR SCHEDULE

(N) DOOR AND FRAME. SEE DOOR SCHEDULE

(N) FLOOR SINK, SEE PLUMBING PLANS

(N) FLOOR DRAIN, SEE PLUMBING PLANS

PROVIDE (N) TRANSITION STRIP

20 A7.1 (N) WALL-MOUNTED FIRE EXTINGUISHER UNIT. MOUNT HANDLE AT +4'-0" A.F.F. MAX.

ARCH SED I N E I A M A. L

OR AM

STAMP

CT TE

6.5

(E) DOORS TO REMAIN. SEE DOOR SCHEDULE

W-1

43'-8 1/2"

(N) ACCESSIBLE P.O.S. COUNTER. LOW WALL RE: MANUF. DETAIL

PROVIDE FULL HEIGHT STAINLESS STEEL COVER PLATE/ ANGLE

8/31/2019

(N) 32" HIGH SNEEZE GUARD ABOVE COUNTERTOP

RENEWAL DATE

LOCATION OF (N) ELECTRICAL SUB-PANELS

RUN DATA / CABLE / PHONE / POWER PER NEW P.O.S. UNDER FIXTURE

Plotted: 3/26/2019 3:46 PM (jlavenant) File: 06_a2105_a1.1_floor plan.dwg

W-1

16'-8 1/2"

W-1 TYP.

15'-6 3/4"

2.1

(E) INTERIOR WALL TO REMAIN

NOTE: · PROVIDE 5/8" WATER RESISTANT GYP. BOARD WHERE PLUMBING WALLS OCCUR, TYP. · PROVIDE 5/8" TYPE "X" GYP. BOARD WHERE COOKLINE WALLS OCCUR, TYP. · TYPICAL WALLS TO RECEIVE 5/8" GYP. BOARD.

±71'-10"

W-0

15 15'-6 3/4"

ENTRY 201

6 A6.2

W-1 3'-11"

9'-6"

13 ABOVE

204

6 A6.2

W-2

ABOVE 13

4'-8 1/4"

7'-6"

30x48

W-6

F.S. 6'-7 3/4"

5'-10 3/4"

ALL-GENDER RESTROOM 204

W-6

1'-8"

18x60

2'-8"

5-tier

° 133

1'-8" 1'-7 1/4"

W-3

W-3 17

207

205

W-3 F.D.

207

11 TYP.

1'-6"

8 A6.1 5

WALL TYPES

F-9

4 A6.2

5-tier

206

W-3

5-tier

W-2

5-tier

18x60

B PREP AREA

18x60

WALK-IN COMBO 205

W-2

18x60

8 18x60

2" 1/

WASH/

6 A6.3 C

18x60

±23'-6 3/4"

1/ 4"

18x60

D 5

11'-7 3/4"

10'-7 3/4"

2' -1

1 -1 3'

W-1

5-tier

20 COOK/SERVICE D TYP. AREA

ENTRY

5-tier

W-4

SYRUP RACK

SHEET TITLE

16x18

±26'-10"

18x36

AT E

C - 24421

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

(N) ROLLER SHADES. SEE FINISH LEGEND

(N) TACTILE EXIT SIGN

(N) INTERNATIONAL ACCESSIBILITY SYMBOL

(N) WOOD SHELF w/ WOOD VENEER TO MATCH ADJACENT WOOD FINISHES

(N) HAND WASH SINK

(E) ROOF ACCESS LADDER

(E) STOREFRONT WINDOWS ARE FIXED AND NON-OPENABLE

(E) 6"X6" COLUMN

PROVIDE BLACK-OUT WINDOW FILM TO MATCH CENTER STANDARDS- SILVER (RMS PS2) BY LLUMAR

(E) DOUBLE DOORS TO REMAIN. (DOORS TO BE LOCKED BY COOK/SERVICE AREA). SEE DOOR SCHEDULE

4 T1.3 2 T1.3

REVISIONS 2019-03-21

2019-03-26

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

(N) FLOOR PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

A1.1

PLAN CHECK SUBMITTAL: 2019_03_21

20 TYP.

16. NO PLUMBING IS ALLOWED IN DEMISING WALLS. FURR OUT AS REQUIRED.

22 21

206

18x36

W-5

5'-8"

2'-6"

F-9

W-2 145°

15. THERE SHALL BE NO PENETRATIONS TO A DEMISING WALL. UNLESS OTHERWISE NOTED. IF PENETRATIONS ARE TO BE NOTED, THEN ALL PENETRATIONS INCLUDING CONDUITS, PIPES, DUCTWORK, ETC. SHALL BE UL RATED PER CURRENT CODE REQUIREMENTS.

WI L

2 W-2

14. ALL PLUMBING WALLS ARE TO BE 6" METAL STUD FRAMING. PROVIDE REQUIRED BLOCKING FOR WALL MOUNTED FIXTURES, GRAB BARS, SHELVING, CABINETRY, ETC.

11'-3 1/4"

W-1

CONSULTANT

13. ALL WET/PLUMBING WALLS ARE TO BE PROVIDED WITH MOISTURE RESISTANT GYP. BOARD. UNLESS TILE IS TO BE USED, THEN PROVIDE CEMENT BACKER BOARD.

21 7

22'-5 1/4"

1/2 "

12. THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATIONS FOR THE WALL MOUNTED TELEVISIONS AND GRAPHIC SIGNAGE TO PROVIDE BLOCKING FOR MOUNTING.

(N) FLOOR PLAN

W-2 3'9

EMAIL: simon83k@gmail.com

W-2

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

6'-1"

11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE AREA OF WORK AND AREA AFFECTED BY CONSTRUCTION; TO INCLUDE BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

6.5

saff RON

ALL OUTSIDE CORNERS AT DRYWALL PARTITION AND FURRING TO HAVE METAL CORNER BEADS SPACKLE AND SMOOTH.

L IC

2.1

CLIENT

PROJECT LOCATION

THE CONTRACTOR WARRANT TO THE OWNER AND TO THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORKS SHALL BE AS SPECIFIED AND FREE OF DEFECTS.

LEGEND

WALL STRUCTURE (SEE FLOOR PLAN FOR TYPE) UNDERSIDE OF (E) ROOF DECK (V.I.F.)

SPREADER 13 14 15 A7.1 A7.1 A7.1

4" LED DOWNLIGHT #CLI-NASVNRA

3/4" MIN.

LED LINEAR PENDANT LIGHT #CLI-NASVNPA

(N) 6" x 20 GA. METAL STUD @ 16" O.C.

CONT. METAL TOP TRACK, TYP. 5/8" GYPSUM BOARD PAINTED PER ELEVATION

MTL. STUD BLK'G

5/8" GYPSUM BOARD PAINTED PER FINISH SCHEDULE

PAINTED MTL. CORNER BEAD, TYP.

STUD WALL, PER FLOOR PLAN

#6 STSM SCREW

2''

HEAVY DUTY MAIN TEE

MAX

AX. 6'' M

PER REFLECTED CEILING PLAN

SCALE

TYP. GWB CEILING

3" = 1'-0"

SCALE

3" = 1'-0"

GYP. BOARD. +9'-0" CLG. HT.

4'-4 1/2"

7'-6"

ELECTRICAL CONTRACTOR MUST PROVIDE AN IDENTIFICATION NAME PLATE ON TENANT'S MAIN ELECTRICAL SERVICES FUSIBLE DISCONNECT SWITCH IN LANDLORD'S DISTRIBUTION PANEL AND RTU, NAMEPLATE MUST BE 1/8" THICK PLASTIC, BLACK ON WHITE ETCHED TO LEAVE WHITE LETTERS. THE SIZE SHALL BE ONE INCH HIGH BY REQUIRED LENGTH, WITH TENANT'S SPACE NUMBER ENGRAVED ON IT. PERMANENTLY AFFIX TO DISTRIBUTION PANEL.

DIFFUSERS AND LIGHTS TO HAVE HANG WIRES ON ALL FOUR CORNERS.

ALL FIRE DAMPERS MUST BE IDENTIFIED BY A STICKER INSTALLED ON CEILING BELOW. DUCT FIRE DAMPER MUST BE INSTALLED WITH A BREAKAWAY CONNECTION PLENUM THAT CANNOT CONTAIN ANY COMBUSTIBLES.

10 TYP.

12 TYP. 13 TYP.

ENTRY 201

E.Q.

±13'-0" OPEN TO STRUCTURE ABOVE

2'-0"

H ±13'-0" OPEN TO STRUCTURE ABOVE

(N) CEILING GRID

(N) 2' x 2' WASHABLE CEILING TILES, SEE FINISH SCHEDULE

(N) SMOKE DETECTOR

(N) GREASE HOOD, REFER TO EQUIPMENT PLAN & MECHANICAL DRAWINGS

(N) 2' x 4' LIGHT FIXTURE. SEE LEGEND

(N) PENDANT LIGHT FIXTURE. SEE LEGEND

(N) DECORATIVE PENDANT LIGHT FIXTURE. SEE LEGEND

(N) RECESSED LED LIGHT FIXTURE. SEE LEGEND

(N) TRACK LIGHT FIXTURE. SEE LEGEND

(N) DECORATIVE PENDANT LIGHT FIXTURE AT COUNTER. SEE LEGEND

(N) EMERGENCY LIGHT FIXTURE w/ ILLUMINATED EXIT SIGN. SEE LEGEND

5 -

6 -

SHEET TITLE

WI L

ARCH SED I N E I A M A. L

C - 24421

8/31/2019

AT E

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS

(N) AIR CURTAIN

(N) EXHAUST FAN

(N) CEILING SUSPENDED SPEAKERS

(N) DATA RECEPTACLE

(N) POWER RECEPTACLE

(N) HVAC SUPPLY AIR DIFFUSER. SEE LEGEND

(N) HVAC RETURN AIR DIFFUSER. SEE LEGEND

PROVIDE POWER FOR EXTERIOR SIGNAGE. FIELD VERIFY EXACT LOCATION

ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DINING 202

(N) GYPSUM BOARD CEILING

2019-03-21

EQ.

GYP. BOARD. +10'-0" CLG. HT.

2.1

ENTRY

4'-4 1/2" SP

1'-5 1/2"

2'-0"

EXIT

3'-4 1/2" SD

7 -

5'-0"

2'-0"

5'-2"

5'-0"

8 TYP.

1'-3"

1'-6"

8 -

5'-0"

2'-0"

10"

1'-6"

Plotted: 3/21/2019 8:43 AM (jlavenant) File: 07_a2105_a2.1_rcp.dwg

2'-0"

HALLWAY 203

ALL-GENDER RESTROOM 204

ALL EQUIPMENT SHALL BEAR U.L. LABELS.

CT TE

GYP. BRD. +9'-0" SFFT. HT.

EXIT

OR AM

5'-0"

ELECTRICAL CONTRACTOR TO VERIFY IF SERVICE PROVIDED IS ADEQUATE. NOTIFY ARCHITECT IMMEDIATELY IF NOT.

L IC

6 TYP.

5'-0"

15 TYP.

TYP. 8

7 TYP.

21 TYP.

OPEN TO (E) STRUCTURE ABOVE

CONTRACTOR TO USE LASER FOR LEVELING OF ALL SOFFITS, CEILINGS AND SUSPENDED GRIDS.

STAMP

18 TYP.

11 TYP.

3'-3"

PROJECT LOCATION

EXIT

19 TYP.

ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO THE FINISH SCHEDULE SPECIFICATIONS AND INTERIOR ELEVATIONS.

KEYNOTES

EXIT

18 TYP.

EMAIL: simon83k@gmail.com

16. GENERAL CONTRACTOR TO CONTACT LIGHTING VENDOR, MIKE HERRELL, AT COMMERCIAL LIGHTING INDUSTRIES FOR PRICING AND SUPPLIES.

2 TYP.

F.D.

ALL LIGHT FIXTURES INCLUDING EXIT LIGHTS, EMERGENCY LIGHTS, ETC., SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

14. FIRE ALARM, FIRE STROBE, FIRE PULL SHALL BE BY OTHERS ON A SEPARATE SUBMITTAL.

6 TYP.

2'-0"

13. GENERAL CONTRACTOR TO VERIFY FIRE ALARM REQUIREMENTS AND NOTIFY ARCHITECT AS SOON AS POSSIBLE OF ANY DISCREPANCIES.

F-9

5'-2"

EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT.

12. GENERAL CONTRACTOR SHALL COMPLY WITH CURRENT STATE ENERGY CODES.

3 TYP.

1'-6"

J-BOX

11. ALL LIGHTING SHOULD BE IN WORKING ORDER AND ALL COVERS / LENSES IN PLACE.

COOK/SERVICE AREA 207

F-9

17 TYP.

15. GENERAL CONTRACTOR TO OBTAIN AN AIR BALANCE REPORT FOR EXHAUST HOOD AND MAKE UP AIR PRIOR TO FINAL INSPECTION.

GYP. BOARD. +11'-0" CLG. HT.

16 TYP. 5'-3"

MOTION DETECTOR

CROSS TEE

WASH/PREP AREA 206

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

CONSULTANT

GYP. BOARD. +9'-0" CLG. HT.

2 TYP.

SMOKE DETECTOR

10. GENERAL CONTRACTOR TO INSTALL ACCESS DOORS AS NECESSARY AND CONFIRM EXACT LOCATIONS. ACCESS PANEL MUST BE FLUSH, FRAMELESS GYPSUM PANELS IN SALES AREA. G.C. MUST PROVIDE AN ALLOWANCE FOR ACCESS PANELS IN BID.

(E) ADJACENT TENANT (N.I.C.)

12 A7.1 TYP.

2-GANG DATA BACK BOX w/ 1" CONDUIT (PROVIDE BUSHING ON END) BY DATA COMMUNICATION SUB-CONTRACTOR.

., TY

8 CEILING BRACING DETAIL

CAMERA

6.5

REFLECTED CEILING PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

NOTE: EXISTING SPRINKLERS TO REMAIN. IF SPRINKLERS CONFLICT WITH NEW PROPOSED WORK, G.C. TO COORDINATE AND RELOCATE AS REQUIRED

SCALE 1/4" = 1'-0"

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

A2.1

PLAN CHECK SUBMITTAL: 2019_03_21

SOFFIT HEIGHT SEE RCP

GENERAL NOTES

45° TYP.

CONT. UNPUNCHED "C" STUD LEDGER

DOUBLE "C" STUD HEADER

NOTE: GROUP OF (4) 45° WIRES AND VERTICAL STRUT OCCUR AT THE SAME INTERSECTIONS.

SPEAKER

CONT. METAL TRACK

3" = 1'-0"

MECHANICAL VENTILATION LIGHT ACTIVATED -WOMEN MIN. 50 CFM/ 70 UNIT -MEN MIN. 100 CFM/ 70 UNIT

CLIENT

3 5/8" x 20 GA. METAL STUDS @ 16" O.C., TYP.

#12 GA. SPLAY-WIRE LATERAL BRACING IN PLANE OF EACH RUNNER, AND TIED w/ (4) TIGHT TURNS, TYP.

VERTICAL STRUT 12'-0" O.C., 6'-0" MAX. FROM WALL. ATTACH TO ROOF DECK ABOVE.

(N) 3 5/8" x 20 GA. METAL STUD ANGLE BRACES ALTERNATING @ 48" O.C. W/ (3) #10 SCREWS @ EACH END (ATTACH TO STRUCTURE ABOVE)

LIGHT SWITCH w/ PHOTO SENSOR

WEST COAST | CENTRAL | EAST COAST

REFLECTED CEILING PLAN

SPLAY-WIRE VERTICAL BRACING PERPENDICULAR TO RUNNER. HANGERS TO BE 12 GALVANIZED, SOFT ANNEALED MILD STEEL WIRE AT 12'-0'' O.C. AND 6'-0" MAX. FROM END WALLS. ATTACHED WITH MINIMUM OF (3) TURNS TO CEILING SUSPENSION MEMBERS AND TO 1/4'' x 3'' LAG INTO BOTTOM EDGE OF ROOF JOIST. PROVIDE COUNTER SLOPING WIRES WHERE WIRES ARE SPLAYED MORE THAN 1 IN 6 OUT OF PLUMB.

RETURN AIR DIFFUSER

SCALE

CEILING PERIMETER

13 15 14 A7.1 A7.1 A7.1

P. 909.259.9971 | F. 909.944.8409

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

UNDERSIDE OF (E) ROOF DECK (V.I.F.)

1 1/2" = 1'-0"

LIGHT SWITCH w/ MULTI-LEVEL DIMMING

ROUND SUPPLY AIR DIFFUSER

TWO ADJACENT CEILING GRID EDGES MUST BE ATTACHED TO THE PERIMETER ANGLE, AND THE OTHER TWO EDGES MUST BE FREE TO SLIDE AND HAVE 3/4'' MINIMUM CLEARANCE FROM WALL.

ALIGN

RANCHO CUCAMONGA, CA 91730 www.AmorArch.com

PROVIDE SPREADER BAR IF CROSS TEE OR MAIN TEE DISTANCE TO WALL IS GREATER THAN 8''.

9483 HAVEN AVENUE, SUITE 100

SINGLE POLE TOGGLE SWITCH AT 48" A.F.F.

saff RON

1. CLG. HEIGHT SEE RCP

SOFFIT DETAIL 1

SUPPLY AIR DIFFUSER

NOTE:

(N) CORNER GUARD

SCALE

ILLUMINATED EXIT SIGN

LED DECORATIVE PENDANT LIGHT #CLI-NASVNPC

8" (MAX.)

(N) SUSPENDED WASHABLE ACOUSTIC CEILING TILE SYSTEM

DINING

EXIT

FASTENED TO WALL

COOK/ SERVICE AREA

SOFFIT HEIGHT SEE RCP

EMERGENCY LIGHT w/ ILLUMINATE EXIT SIGN

6" LED CYLINDER #CLI-NASVNPB 2" MIN.

(N) 5/8" TYPE "X" GYPSUM BOARD SEE FINISH SCHEDULE

EXIT

B.O. (E) ROOF/ FLOOR FRAMING

EMERGENCY LIGHT CLI-NASVNEM CSELFDIAGNOSTICS

CONT. METAL TOP TRACK

2"x4" FPL1- FLAT LED PANEL #CLI-NASVNRB

HEAVY DUTY T-BAR SYSTEM

GENERAL NOTES 1.

REFRIGERATION COMPRESSOR UNIT PROVIDED AND INSTALLED BY CONTRACTOR ON CURB. PROVIDE TAPERED INSULATION CRICKET - 1/2":12" AT ALL NEW UNITS.

2. 3.

SEE MECHANICAL DRAWINGS FOR PIPE PENETRATION TO ROOF AND ADDITIONAL INFORMATION NOT SHOWN HERE

VERIFY ROOF SYSTEM AND MATCH EXISTING WHERE NEW WORK TO BE IMPLEMENTED MEMBRANE ROOF (CLASS A PER SPECIFICATIONS). SLOPE 1/4":12"(MIN.), TYP.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

11 11

EMAIL: simon83k@gmail.com

CONSULTANT

(E) SLOPE

ADJACENT TENANT (N.I.C.)

ADJACENT TENANT N.I.C.

(E) SLOPE

2 TYP. 20 16 TYP.

1 5 TYP.

SAFFRON SPACE

21 11

MUA 1

EF 2 (E) S

LOPE

(E) S

LOPE

DASHED LINE INDICATES TENANT DEMISING WALL BELOW. SEE FLOOR PLAN

(N) MECHANICAL EQUIPMENT WITH (E) CURB AND CRICKET. SEE MECHANICAL DRAWINGS

(E) CURB AND CRICKET

(E) CRICKET TO REMAIN

(E) ROOF DRAIN / OVERFLOW SUMP TO REMAIN

(E) LOUVERED ACCESS DOOR TO REMAIN

(E) ROOF ACCESS HATCH LOCATION TO REMAIN

(E) WOOD TRELLIS BELOW

(E) FABRIC AWNING BELOW

(E) EXTERIOR DECK BELOW

(E) STONE CLAD COLUMN WITH CONCRETE CAP BELOW

(E) DECORATIVE RAILING WITH CONCRETE SILL BELOW

(E) WOOD RAFTERS

(E) GLASS CANOPY

(N) KITCHEN EXHAUST FAN (EF-1), SEE MECHANICAL DRAWINGS

(N) MAKE UP AIR UNIT (MUA-1), SEE MECHANICAL DRAWINGS

(N) RESTROOM EXHAUST FAN (EF-2), SEE MECHANICAL DRAWINGS

4 -

STAMP

ARCH SED I N E I A M A. C - 24421

8/31/2019

4 TYP.

AT E

ROOF MOUNTED EQUIPMENT ON PREFAB MANUFACTURES CURB, IF REQUIRED. SEE MECHANICAL DWGS.

GASKETT PER MANUFACTURES RECOMMENDATIONS

SHAPE PLATFORM EDGES AS SHOWN ALL AROUND 22 GA. G.I. FLASHING LID W/ SOLDERED SEAMS SECURED USING SHEET MTL. SCREWS THROUGH STEEL / FASTNER @ 8" O.C.

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

MIN. 24 GA. GALV. STEEL COVER

BUILT UP ROOFING - CARRY OVER TOP OF PLATFORM

ROOF SHEATHING

REVISIONS 2019-03-21

2019-03-26

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

LEVEL

8" MIN. 4" MIN.

Plotted: 3/26/2019 3:27 PM (jlavenant) File: 09_a2105_a3.1_roof plan.dwg

CT TE

3 TYP.

OR AM

18 TYP.

TYP. 19

OUTLINE OF (E) TOWER WALL BELOW

EF 1

5 TYP.

OUTLINE OF (E) WALL BELOW

4" SHAPED WOOD CANT DATE 2019.03.21

(E) ROOF SHEATHING (E) ROOF STRUCTURE TO REMAIN

PARTIAL ROOF PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

NOTE: 1. VERIFY WITH RESPECTIVE CONTRACTOR(s) FOR EXACT SIZE AND LOCATIONS OF ROOF PLATFORMS. 2. PROVIDE BLOCKING BELOW ROOF SHEATHING AS REQUIRED.

EQUIPMENT PLATFORM

SCALE 1 1/2" = 1'-0"

PROJECT NUMBER A2105

SHEET NUMBER

A3.1

PLAN CHECK SUBMITTAL: 2019_03_21

2 TYP.

PARTIAL ROOF PLAN PARTIAL SECOND FLOOR PLAN

(E) PARAPET WALL TO REMAIN

SHEET TITLE

17 TYP.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

AC 1

(E) CONCRETE ROOF TILE TO REMAIN

WI L

saff RON

(E) BUILT-UP ROOF TO REMAIN

L IC

14 TYP.

PROJECT LOCATION

13 TYP.

ROOF - KEYNOTES

NOTES: GRAB BARS AT WATER CLOSET (511.1A-9) 1. ONE AT SIDE 42" LONG EXTENDING 24" IN FRONT OF WATER CLOSET; ONE AT REAR OF WATER CLOSET 36" LONG; BOTH MOUNTED 33" ABOVE FINISH FLOOR. (EXCEPTION: REAR GRAB BAR OVER TANK TYPE WATER CLOSER MAY BE UP TO 36" ABOVE FINISH FLOOR)

GENERAL NOTES

NOTE: CONTRACTOR TO PROVIDE APPROPRIATE BLOCKING IN WALL FOR ANCHORAGE OF GRAB BARS AS REQUIRED.

PROVIDE 1-1/2 CLEARANCE BETWEEN WALL AND GRAB BARS.

DRAIN AND HOT WATER PIPES UNDER ALL LAVATORIES TO BE INSULATED.

GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250# LOAD AND SHALL NOT ROTATE WITHIN THEIR FITTINGS.

FLUSH VALVE CONTROL ON WATER CLOSET SHALL BE OPERABLE BY AN OSCILLATING HANDLE WITH MAXIMUM FORCE OF 5 LBS. TOP OF ALL ELECTRICAL SWITCHES AND CONVENIENCE OUTLET NOT TO EXCEED 40", TYPICAL THROUGH-OUT.

NO SHARP OR ABRASIVE SURFACES IN FRONT OF LAVATORIES.

A CLEAR SPACE OF 30" X 48" SHALL BE PROVIDED IN FRONT OF LAVATORY TO ALLOW A FORWARD APPROACH AND COMPLY WITH.

OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOWELS, WASTE, COIN SLOTS, ETC.) ARE TO BE AT 40" A.F.F. MAX.

MIRRORS - MOUNT MIRRORS AT 39" ABOVE FINISH FLOOR TO BOTTOM OF REFLECTIVE SURFACE. (MAXIMUM 40" A.F.F.)

2. BARS SHALL BE 1-1/4" TO 1-1/2" IN DIAMETER WITH 1-1/2" CLEARANCE TO WALL. 3. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LBS. POINT LOAD IN BENDING, SHEAR TENSION. ROTATION IN FITTING NOT ALLOWED.

SIDE WALL OR STALL PARTITION (CENTER TOILET IN STALL IF NOT HANDICAPPED)

TISSUE DISPENSER

TOILET SEAT COVER DISPENSER

SANITARY NAPKIN DISPOSAL

34" 33" - 36" 17" MIN. 19" MAX.

SEAT RIM

URINAL

7" MIN. 9" MAX.

SIDE VIEW

17" MIN. 18" MAX.

FRONT VIEW

INSULATE DRAIN & HOT WATER PIPES w/ WHITE ANTI SCALD PIPE WRAP.

30" 29" MIN.

39" MIRROR 40" MAX.

12" CL

44" MAX.

MAX.

17"

31" MAX. 33" MIN. 36" MAX.

40" MAX.

24"

18" MIN.

MAX.

40"

MAX.

SOAP DISPENSER

24"

24" MIN.

FIT DRYWALL w/ "J" BEAD AND TILE TIGHT TO ANCHOR PLATE, TYP. 18" LAVATORY

TOILET TISSUE DISPENSER TO BE MOUNTED WITHIN 12" FROM THE FRONT EDGE OF TOILET SEAT.

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409

10. THE RESTROOM DOORS MUST BE WELL FITTING AND SELF-CLOSING.

www.AmorArch.com

11. PROVIDE SUFFICIENT VENTILATION IN RESTROOMS BY MEANS OF A WINDOW OR MECHANICAL CEILING VENTILATION.

WEST COAST | CENTRAL | EAST COAST

12. TOILET ACCESSORIES LOCATED ON OR WITHIN WALLS BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE.

WATER CLOSET & GRAB BARS

CLIENT

13. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE W/ ONE HAND) SHALL BE OF TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LBS.

SCALE

TYP. MOUNTING HEIGHT: RESTROOM ACCESSORIES AND FIXTURES

LETTERING RAISED 1/32"

PT-3

ALL-GENDER RESTROOM

WB-1

NOTE: 1. WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR SWING. SIGNS WITH RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60" MAXIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.

UPPERCASE SANS SERIF CHARACTERS

ELEVATION - A

CONTRACTED BRAILLE (GRADE 2)

PT-1

RESTROOM ACCESSORIES MARK QTY

SCALE

DOOR SIGNAGE STANDARDS

AMERICAN STANDARD YORKVILLE FLOWISE 1.1 GPF

WALL MOUNTED LAVATORY

AMERICAN STANDARD COMRADE MODEL #0124.024

ELECTRONIC LAVATORY FAUCET

DELTA MODEL #596-LGHGMHDF

INSULATE DRAIN AND HOT WATER PIPES

SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER

BOBRICK MODEL #B-2740 (SATIN FINISH)

PAPER TOWEL DISPENSER

BOBRICK MODEL #B-262 (SATIN FINISH)

RECESSED SANITARY NAPKIN DISPOSAL

BOBRICK MODEL #B-4353 CONTURA SERIES (SATIN FINISH)

SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL

BOBRICK MODEL #B-270 CONTURA SERIES (SATIN FINISH)

SURFACE MOUNTED SEAT-COVER DISPENSER

BOBRICK MODEL #B-221 CLASSICS SERIES (SATIN FINISH)

SURFACE MOUNTED SOAP DISPENSER

BOBRICK MODEL #B-4112 CONTURA SERIES (SATIN FINISH)

3'-6" GRAB BAR

BOBRICK MODEL #B-6806x42" (SATIN FINISH)

17 -

3'-0" GRAB BAR

BOBRICK MODEL #B-6806x36" (SATIN FINISH)

17 -

DOUBLE ROBE HOOK

BOBRICK MODEL #B-6727 (SATIN FINISH)

DOOR MOUNTED SIGNAGE (SAFFRON)

6 -

DOOR STRIKE SIDE MOUNTED ACCESSIBLE SIGNAGE

6 -

MIRROR

BOBRICK MODEL #B-290 1836 SERIES (SATIN FINISH)

URINAL

AMERICAN STANDARD PINTBROOK URINAL OR EQUAL .125 GPF

SIGNAGE

SIGNAGE - CREW MUST WASH HANDS

4'-0" A.F.F.

9'-0"

1/2" = 1'-0"

CL 1'-5"

ELEVATION - B

CL 2'-9"

1'-7 3/4"

PT-1

1'-6"

N 1'-6"

PT-1

G P B

ALL-GENDER RESTROOM 204

F.D. F

J A

WB-2

203 L

STAMP

ARCH SED I N E I A M A. L

C - 24421

8/31/2019 REFER TO SHEET A8.2 FOR FINISH PLAN AND SCHEDULE.

HALLWAY 203

ELEVATION - C

6'-7 3/4"

1'-5"

8'-7 3/4"

9'-0"

5'-9 3/4"

CT TE

FLOOR MOUNTED ELONGATED TOILET

OR AM

11'-4 1/4"

WB-2

REMARKS

PT-1

ITEMS

SHEET TITLE

WB-2

19. THE INSIDE & OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED W/ A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL FLIP OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

18. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END & 34" WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.

WI L

ALL-GENDER RESTROOM

17. SEE FIXTURE AND STANDARD ACCESSIBILITY MOUNTING HEIGHTS DETAIL 5 / A6.2.

AT E

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

(E) ROOF ACCESS ROOM

REVISIONS

PT-1

2019-03-21

PT-1

2019-03-26

3'-11"

9'-0"

5'-8 3/4"

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

11'-4 1/4" DATE 2019.03.21

WB-2

PROJECT NUMBER A2105

SHEET NUMBER

ELEVATION - D

INTERIOR ELEVATIONS - ALL-GENDER RESTROOM

SCALE 1/4" = 1'-0"

ENLARGED RESTROOM PLAN

SCALE 1/2" = 1'-0"

A6.1

PLAN CHECK SUBMITTAL: 2019_03_21

9" MIN.

CONSULTANT

ENLARGED RESTROOM PLAN, INTERIOR ELEVATIONS, AND DETAILS

HEIGHT OF LETTERING 1" MIN. TO 2" MAX.

16. REGARDLESS OF STALL CONFIGURATION, A 48" LONG MINIMUM CLEARANCE FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.

THIS IMAGE REPRESENTS THE DOOR SYMBOL THAT IS REQUIRED BY CBC 11B-216.8 TO IDENTIFY AN ALL-GENDER / UNISEX SINGLE-USER TOILET FACILITY. THE SYMBOL MUST COMPLY WITH THE REQUIREMENTS OF CBC 11B-703.7.2.6.3. NO PICTOGRAM, TEXT, OR BRAILLE IS REQUIRED ON THE SYMBOL

A DESIGNATION SIGN ADJACENT TO THE DOOR MUST COMPLY WITH THE SCOPING REQUIREMENTS OF CBC 11B-216.2, AND THE TECHNICAL REQUIREMENTS FOR RAISED CHARACTERS (CBC 11B-703.2), BRAILLE (CBC 11B-703.3), VISUAL CHARCTERS (CBC 11B-703.5), AND REQUIREMENTS FOR INSTALLATION HEIGHT AND LOCATION (CBC 11B-703.4). NO PICTOGRAM IS REUIRED

EMAIL: simon83k@gmail.com

15. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

saff RON

PT-1

10'-0"

9'-0"

PT-4

1/4" = 1'-0"

14. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR & WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN. OF 30" IN WIDTH & 8" MIN. DEPTH AT THE TOP. TOE CLEARANCE SHALL BE A MIN. OF 9" HIGH FROM THE FLOOR & A MIN. OF 17" DEEP FROM THE FRONT OF THE LAVATORY.

L IC

D BR-1

Plotted: 3/21/2019 8:45 AM (jlavenant) File: 10_a2105_a6.1_restroom plans.dwg

9483 HAVEN AVENUE, SUITE 100

PROJECT LOCATION

3" = 1'-0"

PAPER TOWEL DISPENSER

42"

WALL HUNG LAVATORY

60"

GRAB BAR DETAIL

SCALE

ROBE HOOK

12" MAX.

48" MAX. SEE NOTE #1

WALL FINISH OVER WATER RESISTANT GYPSUM BOARD

MAX.

1 1/2" DIA. STAINLESS STEEL GRAB BAR (SEE FIXTURE SCHEDULE)

33"-36" TO FIN. FLOOR

VERIFY WALL FRAMING TYPE AND PROVIDE BLOCKING AS REQUIRED. VERIFY MOUNTING HEIGHT w/ GRAB BAR MOUNTING HEIGHT

1 1/2" 1 1/2"

48"

13 1/2" MIN.

CONT. TILE BEHIND MIRROR

33" 34"MAX.

4. SURFACE OF WALL ADJACENT TO GRAB BAR IS TO BE FREE OF SHARP OR ABRASIVE ELEMENTS.

2" LONG STAINLESS STEEL VANDALRESISTANT SCREWS

MIRROR. SEE SPEC's.

KEYNOTES FURNITURE SHOWN FOR REFERENCE ONLY

SEE EQUIPMENT DRAWING FOR EQUIPMENT AND FIXTURES TYPE

(N) IMPACT DOOR. SEE DOOR SCHEDULE

(N) UL LISTED GREASE HOOD. REFER TO MECHANICAL DWG'S.

(E) WINDOW MULLION

(N) KINGSTON BRICK WALL PANEL. SEE FINISH SCHEDULE FOR PAINT COLOR.

(N) 1 x 2 WOOD TRIM. SEE FINISH LEGEND

TL-2

(N) AIR CURTAIN

SS-1

(N) SNEEZE GUARD

(N) STANDARD CORRUGATED PANEL. SEE FINISH LEGEND

(N) WOOD VENEER. SEE RENDERING RE: 4/ A6.3

(N) GRAPHIC MENU BOARD BY OWNER

TYP. 5 BEYOND

TL-3

TL-1

TL-2

6'-8" MIN.

F.E.

34" MAX.

3'-8"

48" MAX.

TL-2

TL-1

9'-0"

3'-4"

TL-3

POS

43" A.F.F. MAX.

9'-0" (N) CEILING HEIGHT

OPEN

TL-1

0'-0" FINISH FLOOR

SERVICE AREA 2 TYP.

F.E.

WB-3 TYP.

FRP

2 TYP.

WB-3 TYP.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com NOTE: REFER TO FINISH SCHEDULE AND FINISH LEGEND ON SHEET A8.2 FOR SPECIFICATION OF ALL INTERIOR MATERIALS AND FINISHES

SCALE

INTERIOR ELEVATIONS @ COOK LINE

1/4" = 1'-0"

CONSULTANT

STORAGE CALCULATION DRY STORAGE REQUIREMENT: (PER COUNTY OF ORANGE ENVIRONMENTAL HEALTH): PROVIDE 32 LINEAR FEET AT (3) TIER DRY STORAGE. TOTAL LINEAR FOOT OF STORAGE REQUIRES AT LEAST 96 LNFT PER 100 SQ. FT.

ST-2 7

16 A8.1

PT-1

TYP. BR-1 6

4 BEYOND

PT-3

WASH/PREP AREA

PT-3 ±13'-0" B.O. (E) TRUSS

BR-1 6

PT-1

TYP. 5

POS

WB-1

2 TYP.

WB-1

PT-3

2'-10"

COOK AREA PT-3

PT-3

WB-1

75 LINEAR FEET

(2) F-14

5-TIER STORAGE x 3'-0" WIDE

30 LINEAR FEET

(6) WF-08

WALL MOUNTED SHELVES 4'-0"

24 LINEAR FEET

PROVIDED

TOTAL

102 LINEAR FEET

REQUIRED

TOTAL

81 LINEAR FEET

1. 2.

OPEN

5'-0"

SS-1

6" PT-3

5-TIER STORAGE x 5'-0" WIDE

43" A.F.F. MAX.

POS

2'-10"

2'-4"

OPEN

(3) F-16

NOTE: 1'-8"

3'-0"

OPEN TO COOK AREA

2'-2"

Saff RON

2'-10"

3'-0"

1'-8"

+9'-0" (N) CEILING HEIGHT

325 SQ. FT. X 25% = 81 LINEAR FEET

1 TYP.

PT-3

WB-1

9 A8.2

10 STL-1

2 TYP.

SS-1

WB-3

SS-1

(E) ENTRY DOOR

WB-1

B PROJECT LOCATION

0'-0" FINISH FLOOR

PROVIDE 1" OPEN SPACE BETWEEN THE BACK EDGE OF THE WALL SHELF PROVIDE 18" DEPTH SHELVING MINIMUM

INTERIOR ELEVATIONS

PT-2

TYP. ST-2 7

SHEET TITLE

PT-1

TYP. ST-2 7

TYP. 11

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

BR-1 6

TYP. PT-2

saff RON

TYP. PT-1

STAMP

C - 24421

8/31/2019

AT E

+10'-0" (N) CEILING HEIGHT

RENEWAL DATE

±13'-0" B.O. (E) TRUSS

OF CA LI FOR

2019-03-21

2019-03-26

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

2'-4"

F.E.

REVISIONS

6'-0"

OPEN TO HALLWAY 48" MAX.

Plotted: 3/21/2019 8:46 AM (jlavenant) File: 11_a2105a6.2_int elev.dwg

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

0'-0" FINISH FLOOR

TO RESTROOM (E) DOOR 2 TYP.

1 TYP.

WB-1 TYP.

1 WB-1

WB-1 BEYOND

PT-3 DATE 2019.03.21

PROJECT NUMBER A2105

SHEET NUMBER

INTERIOR ELEVATIONS @ DINING C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

A6.2

PLAN CHECK SUBMITTAL: 2019_03_21

TYP. ST-2 7

WI L

20 A8.1

TYP. PT-1

L IC

TYP. BR-1

CT TE

PT-3

BEYOND PT-3

OR AM

PT-3

TYP. 5

ARCH SED I N E I A M A.

KEYNOTES PT-3

PT-3

FURNITURE SHOWN FOR REFERENCE ONLY

SEE EQUIPMENT DRAWING FOR EQUIPMENT AND FIXTURES TYPE

(N) IMPACT DOOR. SEE DOOR SCHEDULE

FACTORY FINISH ON WALK-IN FREEZER/ COOLER, DEFERRED SUBMITTAL

(E) WINDOW MULLION

PROVIDE PLYWOOD BACKING TO MOUNT MOP RACK

WALL-MOUNTED TANKLESS WATER HEATER. PROVIDE CLEARANCE AND PLYWOOD BACKING (SHOWN DASHED) AS REQUIRED

(N) WOOD VENEER. SEE RENDERING RE: 4/ A6.3 AND FINISH LEGEND

RANCHO CUCAMONGA, CA 91730

(N) BLACK ANODIZED ALUMINUM TRIM

P. 909.259.9971 | F. 909.944.8409

PROVIDE PLYWOOD BACKING (SHOWN DASHED) FOR FIXTURES

5 BEYOND +11'-0" (N) CEILING HEIGHT

2 A8.2

9483 HAVEN AVENUE, SUITE 100

www.AmorArch.com

CLIENT

3'-6"

F.E.

WEST COAST | CENTRAL | EAST COAST

0'-0" FINISH FLOOR WB-1

WB-1

9 8 VNR-1 TYP.

ALUM.

WB-1

1 TYP.

WB-1 28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

EMAIL: simon83k@gmail.com

CONSULTANT

SCALE

INTERIOR ELEVATION @ DINING 6

1/4" = 1'-0"

TYP. 10

+11'-0" (N) CEILING HEIGHT

WB-3 TYP.

PROJECT LOCATION FRP

STAMP

OF CA LI FOR

8'-0"

AT E

RENEWAL DATE

43" A.F.F. MAX.

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

Plotted: 3/21/2019 8:46 AM (jlavenant) File: 12_a2105_a6.3_int elev.dwg

F- SIDE

WB-3

(N) ELECTRICAL SUB-PANELS

WB-3

F-20 FRONT

WB-3

F-20 FRONT

2 TYP.

REVISIONS

0'-0" FINISH FLOOR

F- SIDE

2019-03-21

2019-03-26

WB-3 TYP.

2 TYP.

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

INTERIOR ELEVATION @ WASH / PREP AREA C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

A6.3

PLAN CHECK SUBMITTAL: 2019_03_21

WI L

C - 24421

8/31/2019

FRP TYP.

CT TE

+8'-0" (N) CEILING HEIGHT

ARCH SED I N E I A M A.

OR AM

L IC

+11'-0" (N) CEILING HEIGHT

SHEET TITLE

WB-3 TYP.

INTERIOR ELEVATIONS

43" A.F.F. MAX.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

2 TYP.

0'-0" FINISH FLOOR

saff RON

(N) MOP SINK

FRP TYP.

34" MAX.

3'-0"

4'-3" TYP.

FRP TYP.

FRAMING NOTES

L 1 1/4" x 1 1/4" x 1/4" GA. x STUD DEPTH

(E) DECK OR STRUCTURE UNDERSIDE OF (E) STRUCTURE ABOVE. (V.I.F.)

GALVANIZED STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A446 GRADE D (Fy=50KSI) FOR 12 GAUGE ASTM A446 GRADE A (Fy=33KSI) FOR 14 & 16 GAUGE ASTM A446 GRADE A (Fy=33KSI) FOR 18 GAUGE AND LIGHTER FOR THE ITEM AND USE INTENDED GALVANIZED COATINGS MUST MEET THE ASTM A525 SPECIFICATIONS.

CARBON SHEET STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A570 GRADE 50 KSI FOR 12 GAUGE ASTM A570 GRADE 50 KSI OR GRADE 33 KSI FOR 14 & 16 GAUGE AND GRADE 33 KSI FOR 18 GAUGE AND LIGHTER MEMBERS CARBON SHEET STEEL PRODUCTS MUST BE THOROUGHLY COATED WITH A RUST INHIBITIVE PAINT.

ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" 2010 EDITION WITH SUPPLEMENT 2.

TRACK (E) DEMISING WALL SD SCREWS (#9 X1-1/2"); (PRE-DRILLING IS REQ'D), TYP.

"C" STUD HEADER

TYP.

METAL STUD STRAP @ 4" O.C.

L 1 1/4" x 1 1/4" x 1/4" GA. x STUD DEPTH w/ 2 - #8 SMS MIN.

TYP. HEADER OR SILL CONN. TO (E) STUD

DOUBLE STUD PUNCHED

"C" STUD

(N) METAL STUDS @ 16" O.C.

FLOOR/ CEILING ASSEMBLY (STC 50 - IIC FIRE RATING)

PROVIDE METAL STUD BLOCKING AS REQUIRED FOR WALL MOUNTED EQUIPMENTS

SCALE N.T.S.

JAMB SECTION

SILL SECTION SCALE

STUD CONNECTION

HEADER SIZE

UP TO 6'-0"

550 S 162 - 43

6'-1" - 8'-0"

600 S 162 - 43

8'-1" - 10'-0"

600 S 162 - 54

SCALE

3" = 1'-0"

(N) 2 X BLK'G.

(N) TOP METAL RUNNER w/ MIN. #10 x 1/2" LONG SELF-DRILLING SCREWS

FLOOR OR ROOF STRUCTURE ABOVE

20 GA. METAL STUD DIAGONAL BRACING, ALTERNATING AT 48" O.C., TYP.

FRP-1 STL-1 WASH/ PREP AREA OR COOK LINE. SEE FINISH SCHEDULE

FINISH PER SCHEDULE METAL CLIP ANGLE TO TOP TRACK & BRACING w/ (3) #10 SCREWS INTO EACH MEMBER

SCHED. WALL SEE WALL TYPES

0.157" Ø SHOT PIN w/ 1-1/4" EMBED AT 24" O.C. ICC-ES-ER 2269, (LARR #25675)

SIM.

(N) 3 5/8" x 20 GA. METAL STUD ANGLE BRACES ALTERNATING @ 48" O.C. w/ (3) #10 SCREWS @ EACH END (ATTACH TO STRUCTURE ABOVE)

www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

USE ONLY ONE TYPE THROUGHOUT THE WORK, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED IN ADVANCE BY THE ENGINEER AND/OR ARCHITECT.

ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR WELDING SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH PAINT.

CONSULTANT

PROVIDE A GOOD GRADE OF COMMERCIAL GROUT FOR LEVELING THE FLOOR RUNNER MEMBER OF STEEL STUD PARTITIONS AS REQUIRED.

CONTINUOUS METAL TOP TRACK w/ #10 SHEET METAL SCREW EA. FLANGE

WB-1 WB-2 3/8" MIN. RADIUS COVING

45°

QUARRY TILES FLOOR AND COVE BASE PER FINISH SCHEDULE 3/8" MIN. RADIUS COVING

(N) SUSPENDED OR HARD LID CEILING WHERE OCCURS

EP-1 EPOXY SEALED ON (E) CONCRETE FLOOR PER FINISH SCHEDULE

SUSPENDED T-BAR CEILING WHERE OCCURS METAL STUD BLOCKING AS REQUIRED

TOP TRACK BRACING

2X WOOD BLOCKING @ 24" O.C. (WHERE OCCURS)

(E) CEILING/ FLOOR FRAMING

(E) FLOOR SLAB

2X CONTINUOUS WOOD BLOCKING

#4 REBAR w/ EPOXY

ALIGN

14 -

SLIP TRACK OR CROSS-BRACING WHERE OCCUR (AS REQ'D.)

2X CONTINUOUS WOOD BLOCKING

3" = 1'-0"

PARTITION SCHEDULE 1.

ALL THE METAL STUDS USED SHALL BE "ICC-ES" TYPE OR APPROVED EQUAL.

THE BRIDGING, BLOCKING OR END BEARING STIFFENERS SHALL BE AS REQUIRED BY THE MANUFACTURER UNLESS NOTED OTHERWISE ON THE DRAWINGS.

ALL THE STUDS SHALL CONFORM TO "ICC-ES EVALUATION REPORT" ESR-3064P OR APPROVED EQUAL.

UNLESS OTHERWISE NOTED ON THE PLANS, USE THE FOLLOWING GUIDELINE FOR STUD SIZE & SPACING FOR INTERIOR PARTITIONS.

TOP TRACK SIZE WILL BE 20 GA. MINUMUM FOR PARTITION, U.N.O.

(E) CEILING/ FLOOR FRAMING

MIN.

1/2" CLEAR FOR DEFLECTION

B.O. ROOF DECK ± 12'-0" (V.I.F.)

EDGE NAILING AS REQUIRED

COMPACTED SUBGRADE PER INDUSTRY STANDARDS

TRENCH IN-FILL

NON BEARING WALL 19 PARTITION @ B.O. FRAMING

1 1/2" = 1'-0"

4" 20 GA. METAL STUDS @ 24" O.C.

TYP. (N) CLG. HEIGHT SEE RCP

1/4"

INTERSECTION

(N) 5/8" THK. USG ACOUSTICAL CEILING TILE. TYP.

(N) 20 GA. 4" OR 6" METAL STUDS @ 16" O.C. (FULL HEIGHT AT OPEN CEILINGS) (N) 5/8" TYPE "X" GYPSUM BOARD · 6" ABOVE LAY-IN CEILINGS, · OR FULL HEIGHT AT OPEN CEILINGS (INCLUDING FRAMING) · END AT GYP. BOARD CEILINGS

4" 20GA. METAL SLIP TRACK ATTACH TO STUDS w (2) #8 TEK SCREWS

T.O. FREEZER/COOLER PER MANUFACTURER

FLOORFN IS IH PERFN IS IHSCHEDULE

10 18 GA. BOTTOM TRACK ICC-ESR-2012, LARR #24923

3 STUDS AT INTERSECTIONS SAME SIZE AS ADJACENT STUDS

#8 SMS @ 16" O.C., TYP.

362 S 125 - 30

16"

15' - 6"

24"

13' - 6"

550 S 125 - 30

16"

21' - 6"

24"

18' - 11"

600 S 125 - 30

16"

22' - 11"

24"

20' - 0"

STAMP

PRE-FAB COOLER/FREEZER

ARCH SED I N E I A M A.

METAL JOIST SCHEDULE

4" 20GA. METAL STUDS @ 24" O.C.

SEALED CONCRETE FLOOR SLAB

HEIGHT

CEILING HEIGHT SEE RCP

LAY-IN ACOUSTICAL CEILING, WHERE OCCURS

3 STUDS AT INTERSECTIONS SAME SIZE AS ADJACENT STUDS

SPACING

(N) USG ACOUSTICAL SUSPENDED CEILING SYSTEM. ICC-ESR-1222, TYP.

5/8" TYPE "X" GYP. BOARD TO 6" ABOVE CEILING TILE

#8 SMS @ 16" O.C., TYP.

ACCESSIBLE TRANSITION STRIP

SCALE

CEILING HEIGHT SEE RCP

1/2" CLR.

5/8" TYPE "X" GYP. BOARD BOTH SIDES W/ (2) #10 TEX SCREWS @ 12" O.C.

4" METAL STUD BRACING @ 24" O.C. FOR ATTACHMENT TO ROOF STRUCTURE SEE DETAIL 14 -

1/2" MAX.

1/4"

1/2"

METAL STUD WALL (PER WALL SCHEDULE)

15 -

HEIGHT

C - 24421

8/31/2019

1-1/2" = 1'-0"

16GA. SLOTTED TOP CHANNEL TRACK w/ (2) #10 TEX SCREWS

SPACING

CT TE

SCALE

16GA. UNPUNCHED TOP CHANNEL TRACK w/ (2) #10 TEX SCREWS

MAXIMUM PARTITION HEIGHT MAXIMUM PARTITION HEIGHT SIZE

OR AM

INTO 5/8" Ø HOLES. TWIST REBARS TO ENSURE AN EVEN COATING AROUND REBAR. · USE DUCT TAPE THROUGH REBARS TO PREVENT THE EPOXY FROM DRIPPING OUT WHILE CURING · PAINT THE PORTION OF THE REBAR EXTENDING OUT WITH METAL PRIMER TO REDUCE RUSTING. · POUR (N) CONCRETE TO MATCH (E), OVER 2" SAND CUSHION OVER COMPACTED SUBGRADE

(N) 5/8" TYPE 'X' GYP. BD. FOR 1-HR ASSEMBLY

· DRILL 5/8" Ø HOLES, CENTERED INTO (E) CONCRETE THICKNESS AT 6" DEEP AT 12" O.C. · FLUSH WITH WATER · WHEN DRY, INJECT EPOXY IN HOLES APPROXIMATELY HALF WAY AND INSERT #4 REBAR

TAPE & JOINT COMPOUND BOTH SIDES

(N) METAL BRACING

L IC

MIN.

A35 SIMPSON STRONG TIE CONNECTOR, EACH END.

5/8" TYPE 'X' GYP. BOARD CEILING FOR 1-HR ASSEMBLY

AT E

USE "ICC-ES EVALUATION REPORT" ESR-3064P OR APPROVED EQUAL.

USE 600S125-43 @ 16" O.C. UP TO 16'-0" MAXIMUM SPAN WHERE CEILING SUPPORTED TOILET PARTITIONS OCCUR.

STUD TRACKS SHALL BE UNPUNCHED STUDS OF SAME GAUGE AS STUD UNLESS NOTED OTHERWISE.

ACOUSTIC CEILING TIES (SEE FINISH SCHEDULE) WITH 1 - #8 SCREWS AT EACH JOIST.

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

2019-03-26

GYPSUM BOARD CEILING

MIN.

REPAIR MOISTURE BARRIER

TYP.

6'-0" MAX.

WITH A35 N STOP FOR CONNECTORS ON EACH END, TYP.

B.O. ROOF DECK ± 15'-0" (V.I.F.)

2" SAND CUSHION 6"

UNDERSIDE OF (E) DECK OR (E) STRUCTURE ABOVE. (V.I.F.)

CEILING TIES (BRACING) SPACING

SIZE

4' - 0"

MAXIMUM SPAN

SPACING

SPAN

SPACING

SPAN

362 S 125 - 30

16"

8' - 0"

24"

7' - 0"

3' - 6"

550 S 125 - 30

16"

11' - 0"

24"

9' - 0"

3' - 6"

600 S 125 - 30

16"

16' - 0"

24"

13' - 0"

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

WALL BASE AS SCHEDULED DATE 2019.03.21 PROJECT NUMBER A2105 PAINTABLE FIRE-STOP CONTINUOUS SEALANT AS REQUIRED

CORNER

TRANSITION STRIP

SCALE 3" = 1'-0"

TYP. STUD FRAMING

SCALE 1 1/2" = 1'-0"

WALL @ FREEZER

SCALE 1 1/2" = 1'-0"

WALL PARTITION NON RATED

SCALE 1 1/2" = 1'-0"

SHEET NUMBER

A7.1

PLAN CHECK SUBMITTAL: 2019_03_21

00_WALL BASE_SOUTHGATE

WALL AND MISCELLANEOUS DETAILS

PROVIDE BACKER ROD AND SEAL

FIELD VERIFY ADD #3 BAR @ 18" O.C. IF TRENCH IS WIDER THAN 24"

16GA. SLOTTED TOP CHANNEL TRACK w/ (2) #10 TEX SCREWS

3" = 1'-0"

(N) CONCRETE INFILL

WALL BASE DETAIL

SHEET TITLE

18 BRACING @ STRUCTURAL1 1/2" = 1'-0" 14

SCALE

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

1 1/2" = 1'-0"

SCALE

WI L

WALL FURRING

SCALE

saff RON

SCALE

(E) CONCRETE SLAB

(N) TOP METAL RUNNER MIN. 1/2" LONG SELF-DRILLING SHEET METAL SCREWS, (1) PER STUD, EACH SIDE

PROJECT LOCATION

PAINTABLE FIRE-STOP CONTINUOUS SEALANT AS REQUIRED

P. 909.259.9971 | F. 909.944.8409

GYP. BD. BOTH SIDES

18 GA. BOTTOM TRACK WALL BASE AS SCHEDULED

RANCHO CUCAMONGA, CA 91730

PROVIDE ANCHOR 10 -

9483 HAVEN AVENUE, SUITE 100

EMAIL: simon83k@gmail.com 6.

NOTE: WHERE PLUMBING OCCURS PROVIDE 5/8" WATER RESISTANT GYPSUM BOARD

METAL STUDS AND / OR JOISTS: A. FOR METAL STUD WALLS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE STANDARD PUNCHED STEEL MEMBERS OF THE GAUGES SHOWN ON THE DRAWINGS. B.

BOX HEADER

3" = 1'-0"

OPENING WIDTH

A35 SIMPSON STRONG TIE CONNECTOR, EACH END.

(N) 5/8" TYPE "X" GYPSUM BOARD · 6" ABOVE DROPPED CEILINGS, · OR FULL HEIGHT AT OPEN CEILINGS · END AT GYP. BOARD CEILINGS

Plotted: 3/21/2019 8:47 AM (jlavenant) File: 14_a2105_a7.1_details & wall types.dwg

400T 162-54 UNPUNCHED "L" TRACK

PROVIDE (N) "C" STUD, WHERE OCCURS

CEILING HEIGHT SEE RCP LAY-IN ACOUSTICAL CEILING, WHERE OCCURS

PUNCHED "C" STUD HEADER. SEE SCHEDULE

DOOR SCHEDULE

PARTITION

EXTEND GYP. BD. INTO FRAME 5/8" MIN.

(N) METAL BRACING

15 A7.1

SCALE

3" = 1'-0"

(N) 20 GA. 4" OR 6" METAL STUDS @ 16" O.C. (FULL HEIGHT AT OPEN CEILINGS)

TOILET ROOM SIDE

5/8"

DOOR - PER SCHEDULE

(E)

8 9 12 13

202

HALLWAY

PR. 3'-0" x 7'-0"

(E)

8 9 12 14

203

ALL-GENDER RESTROOM

3'-0" x 7'-0"

1-3/4"

S.C. WD.

ST-1

H.M.

ST-1

9/A8.1

10/A8.1

204

ROOF ACCESS

3'-0" x 7'-0"

(E)

205

WASH/ PREP AREA

3'-0" x 7'-0"

1-3/4"

ABS

SS-1

ABS

SS-1

11/A8.1

12/A8.1

1 3 5 6 7

206

COOK/SERVICE AREA

3'-0" x 7'-0"

1-3/4"

ABS

SS-1

ABS

SS-1

11/A8.1

12/A8.1

1 3 5 6 7

207

COOK/SERVICE AREA

PR. 3'-0" x 7'-0"

(E)

WIDTH

PARTITION

1 2" CLR.

5/8" MIN. (TYP.)

5/8" GYPSUM BOARD EACH SIDE

P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

SCALE 1 1/2" = 1'-0"

NEW BEST LOCK LEVER TYPE HARDWARE, FINISH TO MATCH EXISTING. G.C. TO VERIFY IN FIELD.

EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

SET #2: 3 EA 1 1 1 2

PASSAGE DOOR - NON RATED BUTT HINGES SELF CLOSER MORTISE LOCK FLOOR STOP PUSH-PULL KICK PLATE IMPACT DOOR - NON RATED BUTT HINGES SELF CLOSER DOOR STOP PUSH-PULL ARMOR PLATE

DOOR HINGES: USE 3-1/2" SCREWS (ALL HARDWARE TO BE STAINLESS STEEL)

SIGNAGE: "ALL GENDER" ON TOILET ROOM DOOR

SIGNAGE: "EMPLOYEE ONLY" ON PASSAGE DOOR

RESTROOMS THAT OPEN INTO A RETAIL FOOD ESTABLISHMENT MUST BE COMPLETELY ENCLOSED WITH SELF-CLOSING DOORS.

CLIENT

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

DOOR CLOSER: HEAVY DUTY - AMERICAN DEVICE SERIES 6301 or LCN 4021

WITH TEMPERED VISION LIGHT

PROVIDE KICK PLATE, FULL WIDTH OF DOOR AT BASE

PROVIDE ACCESSIBLE IDENTIFICATION SYMBOLS

G.C. SHALL PROVIDE A FLOOR MOUNTED DOOR STOP FOR DOORS THAT SWING AGAINST THE WALL.

CLEAN, REPAIR AS REQUIRED

ALL DOOR SILENCERS SHALL BE INSTALLED AFTER DOOR AND FRAME HAVE RECEIVED FINAL PAINTED.

ALL WOOD DOORS TO BE PREFINISHED "STAINED AT FACTORY". COLOR TO BE MATTE BLACK. G.C. TO INSTALL

11 HOLLOW METAL DOOR FRAME TO BE BLACK

G.C. TO PROVIDE SIGNAGE ON PRIMARY EGRESS DOORS STATING "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED."

ALL FINISH HARDWARE SHALL COMPLY WITH ALL GOVERNING CODES AND ACCESSIBILITY CODES.

ALL DOOR EDGES SHALL BE PRIMED AND PAINTED. VERIFY COLOR WITH INTERIOR ELEVATIONS.

EMAIL: simon83k@gmail.com

CONSULTANT

12 AIR CURTAIN 13 PROVIDE DECAL " NO DELIVERIES, USE OTHER DOOR"

11. DOOR OPENING FORCE: FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN, EXTERIOR OR INTERIOR HINGED DOORS WITH CLOSERS AND SLIDING OR FOLDING DOORS, SHALL NOT EXCEED FIVE POUNDS (22.2 N) MAXIMUM.

14 PROVIDE DECAL "ALL DELIVERIES AT THIS DOOR" 15

EXISTING STOREFRONT DOUBLE DOORS TO BE LOCKED

13. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES THAT ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. (11B-309.4). OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MINIMUM AND 44" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND (11B-404.2.7)

PAINTABLE FIRE-STOP CONTINUOUS SEALANT AS REQUIRED

1 2 4 5 7 8 10 11

12. OVERHEAD AUTOMATIC SWITCH AIR CURTAINS MUST BE PROVIDED AT ALL DELIVERY DOORS. THE AIR CURTAIN WILL PRODUCE AN AIR FLOW (8) EIGHT INCHES THICK AT THE DISCHARGE OPENING AND WITH AN AIR VELOCITY OF NOT LESS THAN 1600 FPM (FEET PER MINUTE) ACROSS THE ENTIRE OPENING MEASURED AT THREE (3) FEET BELOW THE AIR CURTAIN.

WALL BASE AS SCHEDULED

WALL PARTITION NON RATED

ALL EXISTING DOORS TO REMAIN SHALL KEEP THE EXISTING HARDWARE U.N.O. OR FOUND TO NOT FUNCTION PROPERLY. G.C. TO CLEAN AND REPAIR HARDWARE TO AS-NEW CONDITION.

SET #1: 3 EA 1 1 1 1 2

10. INSTALL CAULKING AROUND DOOR FRAME JAMBS, HEAD AND AT BOTTOM OF FRAME.

18 GA. BOTTOM TRACK ICC-ESR-2012, LARR #24923

G.C. TO VERIFY THAT EXISTING DOORS TO REMAIN ARE IN GOOD WORKING CONDITION.

10 A7.1

T.O. EXISTING SLAB

1 1/2" = 1'-0"

(E)

HALLWAY SIDE

HOLLOW METAL FRAME

INTERIOR DOOR JAMB

SCALE

3" = 1'-0"

PARTITION WIDTH

1/2" EA. SIDE (TYP.)

5/8" GYP. BD. EA. SIDE

DOOR - PER SCHEDULE

9'-0"

L IC 3" = 1'-0"

1'-8"

ADHERED FAUX BRICK WALL PANEL TO BE PAINT PER FINISH SCHEDULE, TYP.

DOOR - PER SCHEDULE

(E) GYP. BOARD. CLEAN AND RECEIVE NEW PAINT. SEE FINISH SCHEDULE

RENEWAL DATE

OF CA LI FOR

REVISIONS

2019-03-26

CENTER DOOR WITH FRAME 5/8" MIN. (TYP.)

DECORATIVE WALL 1

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

DATE 2019.03.21 5/8" GYPSUM BOARD EACH SIDE

PROJECT NUMBER A2105

NOTE: DECORATIVE MATERIALS AND TRIM SHALL BE RESTRICTED BY COMBUSTIBILITY, FIRE PERFORMANCE OR FLAME PROPAGATION PERFORMANCE CRITERIA IN ACCORDANCE WITH SECTION 806.

1 1/2" = 1'-0"

C - 24421

8/31/2019

2019-03-21

PARTITION

10 A7.1

CLEAN AND SEALED (E) CONCRETE FLOOR

3/8" = 1'-0"

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

HOLLOW METAL FRAME

SCALE

DOOR TYPES

AT E

1 x 2 WOOD TRIM. (TYP.)

2'-10"

CLEAN AND SEALED (E) CONCRETE FLOOR

SCALE

ARCH SED I N E I A M A.

WIDTH

9'-0"

IMPACT DOOR HEAD

SCALE

1/2" EACH SIDE

6'-2"

1 x 2 WOOD TRIM. (TYP.)

GYP. BOARD. CLEAN AND RECEIVE NEW PAINT. SEE FINISH SCHEDULE

TYPE - B

CT TE

2'-10"

TYPE - A

OR AM

ADHERED FAUX BRICK WALL PANEL TO BE PAINT PER FINISH SCHEDULE, TYP.

STAMP

Plotted: 3/26/2019 3:59 PM (jlavenant) File: 15_a2105_a8.1_dr and wndw sched.dwg

PER SCHEDULE

CENTER DOOR WITH FRAME

COMPANY GRAPHIC LOGO BY OWNER. CENTER BETWEEN THE TRIMS

DECORATIVE WALL 2

PROJECT LOCATION

HOLLOW METAL FRAME

WOOD VENEER ON 1/4" THK. PARTICLE BOARD, TYP.

10 A7.1

36" x WIDTH OF DOOR STAINLESS STEEL ARMOR PLATE ON BOTH SIDES OF IMPACT DOOR.

43" A.F.F. MAX.

JAMB ANCHOR

(E) WALL, SEE WALL TYPES

10" x WIDTH OF DOOR STAINLESS STEEL KICK PLATE WHERE OCCUR, TYP.

3'-0"

EXTEND GYP. BD. INTO FRAME 5/8" MIN.

PER SCHEDULE

5/8" MIN. (TYP.)

20" Ø TEMPERED VIEW WINDOW

1'-8"

8" DEPTH SHELF. ADHERE WOOD VENEER AROUND 5/8" THK. PARTICLE BOARD, WHERE OCCURS

PER SCHED.

3'-0"

UNDERSIDE OF (E) DECK OR (E) STRUCTURE ABOVE. (V.I.F.)

VARIES RE: RCP

UNDERSIDE OF (E) DECK OR (E) STRUCTURE ABOVE. (V.I.F.)

PER SCHED.

WI L

FULL HT. WALL PART.

(E)

DOOR AND HARDWARE NOTES

DOOR - PER SCHEDULE

INTERIOR DOOR HEAD

CONT. UN-PUNCHED "C" STUD LEDGER

4" 20GA. METAL SLIP TRACK ATTACH TO STUDS w/ (2) #8 TEK SCREWS

SCALE

(E)

RANCHO CUCAMONGA, CA 91730

5/8" GYPSUM BOARD PAINTED PER FINISH SCHEDULE

6" 20GA. METAL STUDS @ 16" O.C.

10 A7.1

(E)

9483 HAVEN AVENUE, SUITE 100

1/2" EACH SIDE

MIN.

5/8" TYPE "X" GYP. BD. PER PLAN

PR. 3'-0" x 7'-0"

B.O. CEIL'G SEE RCP

WASH/ PREP AREA

DINING

ENTRY

HOLLOW METAL FRAME

MTL. STUD BLK'G

LAY IN CEILING

201

1. 3 5/8" x 20 GA. METAL STUDS @ 16" O.C., TYP.

B.O. CEILING ± 11'-0" (V.I.F.)

REMARKS

FINISH HEAD JAMB

STANDARD RABBET

6" 20GA. METAL STUDS @ 16" O.C.

5/8" TYPE "X" GYP. BD. PER PLAN

MAT'L

JAMB ANCHOR

5/8"

(E) ROOF TRUSS

3 5/8" x 20 GA. METAL STUDS @ 16" O.C., TYP.

TYPE

FRAME

SHEET NUMBER

SCALE 1 1/2" = 1'-0"

IMPACT DOOR JAMB

SCALE 3" = 1'-0"

A8.1

PLAN CHECK SUBMITTAL: 2019_03_21

B.O. (E) STRUC. SEE RCP

5/8" GYP. BD. EA. SIDE

SIZE

THK.

HDW. FINISH SET NO. MAT'L

GRAPHIC KEY AND DOOR SCHEDULE, HARDWARE NOTES AND DETAILS

1/2" EA. SIDE (TYP.)

UNDERSIDE OF (E) DECK OR (E) STRUCTURE ABOVE. (V.I.F.)

DOOR

ROOM NAME

1/2" CLEAR FOR DEFLECTION

NO.

SHEET TITLE

(2) #10 SCREWS @16" O.C. TO BLK'G

WIDTH

SLIP TRACK OR CROSS-BRACING WHERE OCCUR (AS REQ'D.)

saff RON

16GA. SLOTTED TOP CHANNEL TRACK w/ (2) #10 TEX SCREWS

14 -

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

(E) ROOF STRUCTURE

5/8" MIN. (TYP.)

2X WD. BLK'G ATTACH TO (E) ROOF W/ A35 EA. SIDE PER INDUSTRY STD.

MATERIAL NAME

PRODUCT/ SERIES

COLOR

SC-1

EAGLE

SUPREME SEAL

LOW VOC

CRYSTAL CLEAR

GLOSS FINISH SEALED CONCRETE

QT-1

DALTILE

QUARRY TILE

6" X 6" - ADOBE FLASH: 0T06

GROUT COLOR TO MATCH

WB-1

FLEXCO

RUBBER BASE

BLACK

STRAIGHT 6" WALL BASE

BENJAMIN MOORE

PAINT

REGAL SELECT 551

SNOW WHITE - OC-66

SEMI-GLOSS

PT-2

BENJAMIN MOORE

PAINT

REGAL SELECT 551

SWEATSHIRT GRAY - 2126-40

SEMI-GLOSS

PT-3

BENJAMIN MOORE

PAINT

REGAL SELECT 551

KITTY GRAY - 1589

SEMI-GLOSS

PT-4 FRP TL-1

BENJAMIN MOORE MARLITE DALTILE

PAINT

REGAL SELECT 551

FIBER REINFORCED PLASTIC

STANDARD FRP, SMOOTH SURFACE

S100G - WHITE

CERAMIC TILE

SEMI-GLOSS GRAY GROUT, MOLD RESISTANCE

TL-2

DALTILE

CERAMIC TILE

4" X 4" - VERMILLION 0DM1

SEMI-GLOSS GRAY GROUT, MOLD RESISTANCE

TL-3

DALTILE

CERAMIC TILE

4" X 4" - BLACK K111

SEMI-GLOSS GRAY GROUT, MOLD RESISTANCE

CG-1

MARLITE

CORNER GUARD

CP-1

MARLITE

COVER PLATE (S.S.)

VNR-1

PETER LUMBER

WOOD VENEER

MAPLE SAP

ALUM.

BRAND X METALS

ALUMINUM

BLACK ANODIZED

BR-1

KINGSTON

BRICK HARDWOOD WALL PANEL

F 560SS STAINLESS STL. CORNER GUARD

ENTRY

SC-1

WB-1

GWB

PT-3

(E)

202

DINING

SC-1

WB-1

(E)

SEE ELEV.

(E)

SEE ELEV.

(E)

PT-3

(E)

SEE ELEV.

GWB

PT-6

PT-1

GWB

HALLWAY

204

INSTALL WITH PVC TRIM - WHITE

4" X 4" - WHITE: 0190

201

203

SEMI-GLOSS

OUTRAGEOUS ORANGE 2013-10

PAINT

PT-1

MATERIAL

6" X 6" - ADOBE FLASH: 0T06

PAINT

COVED BASE

SC-1

ALL-GENDER RESTROOM

SC-1

WB-1

GWB

WB-2

PT-3

GWB

PT-1

PT-3

GWB

PT-4

GWB

PT-1

GWB

PT-6

WASH/ PREP AREA

QT-1

WB-3

FRP

ACT-1

COOK/ SERVICE AREA

QT-1

WB-3

GWB

SEE ELEV.

GWB

SEE ELEV.

GWB

PT-3

GWB/ FRP

SEE ELEV.

ACT-1

205

WALK-IN COMBO

206 207

WHITE

PROVIDE CONTINUOUS STAINLESS STEEL CORNER TRIM, TYPICAL (SCHLUTER: RONDEC) SEE FINISH LEGEND

A D

B C

HSS4X2X3 16@4'-0" O.C.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 1

6" SQ.X12" BASE W/ DRILL & (4) 2"Ø EPOXY ANCHORS (HILTI HIT-HY 200, ICC ESR-3187) 1

3 1

1/4 " X 48" X 96" HARDBOARD WALL PANEL-278844

P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

WOOD VENEER ON 1/4" PLYWOOD. SEE FINISH PLANS/ SCHEDULE LOW WALL SEE WALL TYPES

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

FINISH SCHEDULE REMARKS

PLAIN SAWN ON 1/2" THK. GRADE A PLYWOOD

MODEL # 278844

SS-2 SCHLUTER: RONDEC, SEE FINISH LEGEND

(NUMBERS REFER TO NOTES BELOW)

MATERIAL

QUARRY TILE

REMARKS

PAINT

DALTILE

C MATERIAL

WB-3

w/ 3/8" RADIUS (SMOOTH & SEALED) (GROUT COLOR TO MATCH)

PAINT

w/ 3/8" RADIUS (GROUT COLOR TO MATCH)

A MATERIAL

6" X 6" - WHITE: 0100

ROOM NAME

PAINT

WALLS

SLIMFOOT S3619TN

CERAMIC TILE

DALTILE

ROOM NO.

CEILING

MATERIAL

WB-2

BASE 2000

WALLS

BASE

FLOORING

REMARKS

FLOOR

MARK

HEIGHT

MANUFACTURER

TYPE

BASE

FINISH SCHEDULE

SEE REFLECTED CEILING PLAN 10/ A2.1

FINISH LEGEND

EMAIL: simon83k@gmail.com

REFERENCE INTERIOR ELEVATIONS AND ROOM FINISH PLAN FOR EXTENT OF FINISHES

ALL GYPSUM BOARD TO BE 5/8" THICK TAPED, SPACKLED, SANDED AND READY FOR PAINT (MOISTURE RESISTANT WHERE IT OCCURS) CONSULTANT REFER TO MANUFACTURER SPECIFICATIONS FOR FINISH MATERIALS

EXPRESSO

@ DINING WOOD TRIM

G.C. TO REPAIR / PROVIDE INSULATION AS REQUIRED PRIOR TO PAINT

WHT IE

@ COOK/ SERVICE LINE AND WASH/ PREP AREA ACOUSTICAL CEILING SUSPENSION ASSEMBLY: ESR-1222

STAINS CEILING ACT-1

USG

GWB

MILLWORK

ROLLER SHADES

24x"48S "MOOTHWASHABLE

ACOUSTC I ALCEL IN I GTL IE

WALL CORNER PLAN DETAIL

REFER TO SPECIFICATIONS

GYPSUM WALL BOARD

PT-6

BENJAMIN MOORE

PAINT

REGAL SELECT 551

WHITE

SEMI-GLOSS

PT-7

BENJAMIN MOORE

PAINT

REGAL SELECT 551

BLACK

SEMI-GLOSS. APPLY TO WALL WHERE OCCURS.

STL-1

SEMCO

STANDARD CORRUGATED

GALVANIZED STEEL 29 GA

SS-1

STAINLESS STEEL

SS-2

SCHLUTER SYSTEMS RONDEC; EDGE PROTECTION TBD

TBD

RS-1

ROLL-A-SHADE

ALL FABRIC TO BE 016 WHITE/ LINEN IN COLOR w/ ANODIZED HARDWARE

LOW WALL PANEL@ SERVING COUNTER

20 GA

LEGACY SERIES MANUAL ROLLER SHADE

INTERIOR FINISHES NOTES: 1. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.11 FOR THE GROUP AND LOCATION DESIGNATED. INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 AND MEETING THE ACCEPTANCE CRITERIA OF SECTION 803.1.2.1, SHALL BE PERMITTED TO BE USED WHERE A CLASS A CLASSIFICATION IN ACCORDANCE WITH ASTM E84 OR UL 723 IS REQUIRED. 2.

ENLARGED DETAIL

ALL WALLS AND CEILING AT COOK AREA AND WASH PREP AREA TO BE SMOOTH WASHABLE AND EASILY CLEANABLE AND NON ABSORBENT.

6" X 1" ANODIZED ALUM. CAPPING

PULL CHAIN TO BE STAINLESS STEEL

PATCH AND SMOOTH GYP. BD. TO RECEIVE PAINT AT BOOTH SEAT AREA

2.1

6.5

WOOD VENEER ON 1/4" PLYWOOD. SEE FINISH PLANS/ SCHEDULE

2'-7 1/4"

3" = 1'-0"

@ SERVING COUNTER

BRUSHED FINISH

LEGACY SERIES W/ 5% SIGNATURE SERIES FABRIC

SCALE

LOW WALL SEE WALL TYPES HSS4X2X3 16@4'-0" O.C.

(E) CONC. SLAB

CONT. METAL TOP & BOTTOM TRACK

0'-0" FINISH FLOOR

CONTINUOUS METAL BOTTOM TRACK w/ .145" x 1 1/4" MIN. HILTI X-U FASTENERS @ 16" O.C. MAX. ESR 2269, LARR 25675

1 3/8" 6" SQ.X1/2" BASE PLATE

1/4

PLAN VIEW

FRP TL-1 TL-2 TL-3

WASH / PREP AREA 206

FRP

QT-1 ACT-1 WB-3

COORDINATE w/ EQUIPMENT OPENING WIDTH AND HEIGHT SS-1

F-9

PT-3

QT-1 ACT-1 WB-3

TYP. LOW WALL @ DINING

STAMP

3 -

PT-1 PT-3 BR-1

VNR-1

2'-2"

FIBERGLASS REINFORCED PANEL (FRP)

VNR-1

ALL-GENDER RESTROOM 204

PT-1

SC-1 WB-2

PT-1

PT-3

PT-2 PT-3 BR-1

HALLWAY 203 SC-1 WB-1

PT-6

PT-1

PT-1 PT-3 BR-1

1 -

DINING 202

TYP.

SC-1 WB-1

ENTRY 201 ALUM. +3'-6" A.F.F.

SC-1 WB-1

2'-10"

PT-4

ENTRY

RS-1

LOW WALL SEE WALL TYPES HSS4X2X3 16@4'-0" O.C.

5/8" THK. TYPE 'X' GYP. BOARD CONT. METAL TOP & BOTTOM TRACK

1-1/4" CORRUGATED SIDING PANELS FASTEN 16" O.C. MAX. ON 1/2" PLYWOOD

EQUIPMENT WHERE OCCURS

ANCHOR

RS-1

CONTINUOUS METAL BOTTOM TRACK w/ .145" x 1 1/4" MIN. HILTI X-U FASTENERS @ 16" O.C. MAX. ESR 2269, LARR 25675

RS-1

2.1

6.5

ROOM FINISH PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

NOTE: FOR TOE & KNEE CLEARANCES SEE 8 / T1.3

7 SCALE 1/4" = 1'-0"

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

2019-03-26

1 3/8"

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

6" SQ.X1/2" BASE PLATE DATE 2019.03.21

1/4

OF CA LI FOR

0'-0" FINISH FLOOR

RS-1 PT-3

RENEWAL DATE

(E) CONC. SLAB

SCHED. WALL BASE

RS-1

C - 24421

SCHED. WALL BASE

PT-6 PT-3

AT E

#9 - 1 1/2" SCREW, PAINTED BLACK

8/31/2019

⅊

7/8"

Plotted: 3/21/2019 8:48 AM (jlavenant) File: 16_a2105a8.2_room fin sched.dwg

PT-3 PT-1 PT-3 BR-1

DADO THE COUNTERTOP TO RECEIVE STL.

TOP & BOT.

VNR-1

CP-1

FRP

G SS-1 +2'-10" A.F.F. *

SS-1 WRAP ON 2 LAYER OF 5/8" THK. PLYWOOD

EMBED

ABOVE FRP

2 -

3" MIN.

FRP

STL-1

2 1/2"

WALK-IN COMBO 205

PT-1 PT-3 VNR-1 BR-1

1 1/4"

OR AM

PT-1 PT-2 PT-3 VNR-1 BR-1

ABOVE PT-3

ARCH SED I N E I A M A.

CT TE

SNEEZE GUARD

9" CP-1

1" = 1'-0"

FRP

CG-1

SCALE

L IC

FRP

COOK/ SERVICE AREA 207

WI L

F-9

SHEET TITLE

TL-1 TL-2 TL-3

HSS 4x2x3/16"

7/8"

NOTE: FOR TOE & KNEE CLEARANCES SEE 8 / T1.3

PROJECT LOCATION

(E) ADJACENT TENANT (N.I.C.)

saff RON

SCHED. WALL BASE

HSS 4x2x3/16"

PROJECT NUMBER A2105

PLAN VIEW

12 TYP. SERVING COUNTER

SHEET NUMBER

SCALE 1" = 1'-0"

A8.2

PLAN CHECK SUBMITTAL: 2019_03_21

POLYSHADES

ROOM FINISH PLAN AND SCHEDULE

STAIN & FINISH

MINWAX

REFER TO DOOR FINISH. APPLY TO WOOD TRIM

ST-2

BLACK, MATTE

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

WOOD STAIN

BENJAMIN MOORE

3/4"

ST-1

EQUIPMENT / FIXTURE SCHEDULE

GENERAL NOTES R-01

F-14

18x36

CUTSHEET ITEM #4

DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED WALL (GWB), UNLESS OTHERWISE NOTED ON PLANS.

R-04

SANDWICH / SALAD PREP REFRIGERATOR -3DR - CASTER

72 3/8"L x 30 1/8"D x 34"H

TRUE

TSSU-72-18-ADA-H C

1/2" DRAIN

115V/60/1 7.2A

CUTSHEET ITEM #2

R-05

2 DRW REFRIGERATED CHEF BASE

48 3/8"L x 32 1/8"D x 20 3/8"H

TRUE

TRCB-48

115V / 60 / 1 5.4A

R-06

REFRIGERATED SELF-SERVICE COUNTER TYPE II - CASTERS

36-1/4"L x 24-1/8"D x 32-3/4"H

STRUCTURAL CONCEPTS

CO3324R-UC-E3

110-120V/60/1 12A

ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE ARCHITECT AND OWNER, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENTS, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION AND OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK. THE CONTRACTOR WARRANT TO THE OWNER AND TO THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORKS SHALL BE AS SPECIFIED AND FREE OF DEFECTS. ALL OUTSIDE CORNERS AT DRYWALL PARTITION AND FURRINGS TO HAVE METAL CORNER BEADS SPACKLE AND SMOOTH.

E-09 E-10

E-01

P-08

STAINLESS STEEL TABLE 4" REAR

16"Lx 30"D x 35"H

F-02

STAINLESS STEEL TABLE 4" REAR

18"Lx 30"D x 35"H

F-03

STAINLESS STEEL TABLE 4" REAR

F-04

STAINLESS STEEL TABLE 4" REAR

F-05

5-tier

SYRUP RACK

P-14

WASH/ PREP AREA 206

F-05

F-20

POS

30x48

5-tier

18x60

FREEZER

72"L x 30"D x 35"H

GSW

WT-PB3072

F-08

STAINLESS STEEL TABLE 4" REAR

84"L x 30"D x 35"H

GSW

WT-PB3084

F-09

STAINLESS STEEL TABLE 4" REAR

96"L x 30"D x 35"H

GSW

WT-PB3096

F-10

STAINLESS STEEL CABINET

GSW

CUSTOM

60"L x 30"D x 34"H (MAX.)

GSW

CUSTOM

5 TIER WIRE SHELVING w/ CASTERS

24" x 18" x 74"

METRO

DRY STORAGE

5 TIER WIRE SHELVING w/ CASTERS

36" x 18" x 74"

METRO

DRY STORAGE

5 TIER WIRE SHELVING w/ CASTERS

48" x 18" x 74"

METRO

DRY STORAGE

5 TIER WIRE SHELVING w/ CASTERS

60" x 18" x 74"

METRO

DRY STORAGE

F-17

5 TIER WIRE SHELVING (WALK-IN)

24" x 18" x 74"

METRO

EPOXY COATED

F-18

5 TIER WIRE SHELVING (WALK-IN)

36" x 18" x 74"

METRO

EPOXY COATED

F-19

5 TIER WIRE SHELVING (WALK-IN)

48" x 18" x 74"

METRO

EPOXY COATED

60" x 18" x 74"

METRO SALSBURY INDUSTRIES

EPOXY COATED

VENTED

F-12 F-13

D-05

F-11 E-07 E-08

E-11 E-14

HALLWAY 203

D-02 D-01

D-08

D-06

EMAIL: simon83k@gmail.com F-14

F-20

5 TIER WIRE SHELVING (WALK-IN)

F-21

EMPLOYEE LOCKERS

F-22

ADA CASHIER COUNTER

P.O.S

2 1

DEEP FRYER

E-02 E-03

HOTPLATE COUNTERTOP

E-14 D-09

1/4" = 1'-0"

GSW

WS-W1448

60" x 14" x 10 7/8"

GSW

WS-W1460

72" x 14" x 10 7/8

GSW

WS-W1472

36" x 18"

METRO

42" x 18"

METRO

48" x 18"

METRO

60" x 18"

METRO

34" x 8" x 13"

BOBRICK

E-08

1 1

SODA DISPENSER

E-09 E-10

DRAWER WARMERS

E-11

1 1 1 3 1

ICE TEA BREWER

SHAWARMA MACHINE

15 5/8"W x 32"D x 34"H

PITCO

VF35

3/4" NPT GAS IN

70K BTU

24"W x 33"D x 15.5"H

CENTAUR

CGR-24

3/4" NPT GAS IN

60K BTU

12.13"W x 29.41"D x 13.08"H

CENTAUR

CHP-12

3/4" NPT GAS IN

50K BTU

14 3/4"W x 13 1/2"L x 23 7/16"H

ROBOT COUPE

CL 50

120V / 60 / 1 12A

COCA COLA

Series 9000

18"W x 22"D x 46"

AXIS

AX-VB4

29 1/4"W x 21 1/2"D x 10 7/8" H

WELLS

RW-16HD

BUNN

ITCB

11.5"L x 22"Dx 34"H

CO2 TANK - 50 lbs SYRUP RACK AIR CURTAIN GREASE HOOD

18"L x 16"D x 77.1"H

DRAIN TO F.S.

1/2" NPT

120

44,382 BTU

36"L

MARS

12'L x 4'D

CAPTIVEAIRE 1/2" DRAIN w/ VALVE 0.5" WASTE

SERVING COUNTER - WARM CASTERS

42"L x 34"D x 34"H

VOLLRATH + WELLS

M37021 + RW-16HD

60"L x 30"D x 35"H

GSW

WT-PS3060L / R

72"L x 30"D x 35"H

GSW

WT-PS3072L / R

18" BOWL

GSW

SE18183D

1/2" CW -1/2" HW

57 1/2"L x 57 1/2"W x 45"H

GSW

SE18183C

1 COMPARTMENT SINK (LEFT DRAIN BD)

39 1/8"L x 24"D x 45"H

GSW

1 COMPARTMENT SINK (RIGHT DRAIN BD)

39 1/8"L x 24"D x 45"H

HAND SINK W/ SPLASH GUARDS

P-08

1 1

SPLASH GUARD INSERT TYPE

P-09 P-10

SPLASH GUARD MOUNTING TYPE w/ BACK BLACKFLOW FLOW MOP BASIN SINK w/ PREVENTER DEVICE HAND SINK W/ SPLASH GUARDS (HALL)

UNDERBAR HAND SINK GREASE INTERCEPTOR

2 4

208V 120/60/1

SEE PLAN

10.1A

CUTSHEET ITEM #3

3.8A

CUTSHEET ITEM #1

STAMP

DIRECT TO F.S.

GSW

SE18181R

1/2" CW -1/2" HW

DIRECT TO F.S.

12 1/2"L x 17 7/8"D x 5 5/8"H

GSW

HS-1217S

1/2" CW -1/2" HW

DIRECT TO F.S.

21 15/16"L x 11"H

GSW

SP-SH1810

FIELD VERIFY L/R

CUSTOM SIZE

GSW

SP-S -

24"L x 24"D x 13"H

GSW

SE2424FM

1/2" CW -1/2" HW

DIRECT TO DRAIN

15 3/4"L x 15 1/4"D x 13 3/8"H

KROWNE

HS-26L

1/2" C.W. -1/2" H.W.

DRAIN TO F.S.

10" x 14" x 6" D BOWL

KROWNE

18-12DST

1/2"CW 1/2"H.W.

DRAIN TO F.S.

AMKO

TBD

AMKO

TBD

ARCH SED I N E I A M A. L

C - 24421

8/31/2019

AT E

RENEWAL DATE

OF CA LI FOR

Y 2" CW - 1.6 H.W. 1.6" GAS

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS Y

2019-03-21

2019-03-26

199K BTU

ISSUED FOR PLAN CHECK SUBMITTAL ISSUED FOR CLIENT REVIEW

COSCO RF 48" x 24" x 42"H

CHAIR - LOW BARSTOOL TBD 24 90" x 24x 28" or 30 x 48

COSCO RF AMKO

TBD

AMKO

TBD

AMKO

TBD

200 1/2" 20" TBD 27 xx 27

CUSTOM

TBD

DATE 2019.03.21

119 1/2" 27"x 18" R TBD

CUSTOM

TBD

PROJECT NUMBER A2105

CHAIR - EXTERIOR

AMKO

TBD

D-11

CHAIR - EXTERIOR

AMKO

TBD

TRASH BIN

1/2" CW -1/2" HW

D-10

SE18181L

28 x 48 TOP

TABLE -- EXTERIOR CUSTOM (RND. w/ UMBRELLA)

120/60/1 25A

24 x 24 TOP

DIRECT TO F.D.

TABLE - INTERIOR

D-09

1/2" CW -1/2" HW

TABLE - INTERIOR

120/__ /3.8A

C199i KBD3237FFUDC

D-08

RINNAI

CUSTOM (SQ. w/ TABLE -- EXTERIOR UMBRELLA)

DIRECT TO F.D.

18.3" L x 10.1"D x 25.7"H

CUSTOM TABLE -- EXTERIOR

FIELD VERIFY L/R

THERMACO

BOOTH - END CAP

BOOTH - DOUBLE

19 17 1

FIELD VERIFY L/R

SEE PLAN & CUT SHEET

TANKLESS WATER HEATER NATURAL GAS

115V/ 2.4A

LPN2 36

E-17

M37023

P-07

COCA COLA

VOLLRATH

80"L x 34"D x 34"H

3 COMPARTMENT CORNER SINK (BOH)

COCA COLA

SERVING COUNTER - WARM CASTERS

3 COMPARTMENT SINK (BOH)

115-120V / 60 / 1 15A max.

PREP TABLE WITH SINK

3/8" O.D WATER-IN 3/4" FTP WATER OUT

E-16

1 1

B-239

KM-600MAH

ICE MAKER (COMPACTIBLE w/ FREESTYLE COCA COLA MACHINE)

CONSULTANT

Y SUPER-ERECTA-ME TROSEAL-3 SUPER-ERECTA-ME TROSEAL-3 SUPER-ERECTA-ME TROSEAL-3 SUPER-ERECTA-ME TROSEAL-3

HOSHIKAZI

D-12

EQUIPMENT/ FIXTURE PLAN

48" x 14" x 10 7/8"

22"L x 27 5/8"D x 37 7/16"H

E-07

D-07

SCALE

120V / 60 / 1 6.25A

D-02

WS-W1436

WSB55

14" IMMERSION BLENDER

DINING D-01

GSW

WARING

D-06

6.5

36" x 14" x 10 7/8"

5"W x 5.5"D x 29"H

E-06

D-05

120V / 60 / 1 15A

D-04

2.1

WS-W1424

GX14IS

D-03

GSW

STAR

30x48

24" x 14" x 10 7/8"

16.5"W x 20"D x 11"H

P-14

CUSTOM

SANDWICH / PANINI GRILL

P-13

18.0000

VARIES, DIM. PER PLAN

E-05

P-12

119.4175

70000 SERIES

FOOD PROCESSOR

P-11

D-05

24" GRIDDLE COUNTERTOP

PER PLAN

E-04

P-06

D-05 TYP.

30x48

Plotted: 3/21/2019 8:48 AM (jlavenant) File: 17_a2105_k1.1_equipment plan.dwg

ALL-GENDER RESTROOM 204

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

CT TE

F.D.

DINING 202

F.S.

STAINLESS STEEL CABINET w/ HINGED DR STAINLESS STEEL CABINET w/ HINGED DR

CLIENT

CUSTOM

SEE PLAN & CUT SHEET 48"L x 30"D x 34"H (MAX.)

P-04

ENTRY 201

STAINLESS STEEL TABLE 4" REAR

D-02

D-12

WT-PB3036

OR AM

5-tier

D-01

GSW

F-07

P-05

D-02

WEST COAST | CENTRAL | EAST COAST

36"Lx 30"D x 35"H

P-03

D-02

Y Y

CUSTOM BOOTH SEAT

D-06 TYP.

WT-PB3030

WT-PB3060

P-02

D-12 D-07 5-tier

5-tier

18x60

GSW

WT-PB3048

PLUMBING FIXTURE P-01 PREP TABLE WITH SINK

D-05

WALK-IN COMBO 205

18x60 5-tier

18x60

COOLER

F-16

F-22

www.AmorArch.com

30"Lx 30"D x 35"H

GSW

E-14

POS

GSW

E-13

E-17

WT-PB3018

48"L x 30"D x 35"H

E-15

R-02

5-tier

P-03

F-20

R-04

P. 909.259.9971 | F. 909.944.8409

GSW

60"L x 30"D x 35"H

E-12

ENTRY

P-05

18x60

R-03

R-06 P-10

COOK/SERVICE AREA 207 E-16

E-12

STAINLESS STEEL TABLE 4" REAR

P-09

16x18

CUSTOM

STAINLESS STEEL TABLE 4" REAR

WALL FIXTURE STAINLESS STEEL WALL MOUNT WF-0 SHELF 1 STAINLESS STEEL WALL MOUNT WF-0 2 SHELF WF-0 STAINLESS STEEL WALL MOUNT 3 SHELF STAINLESS STEEL WALL MOUNT WF-0 4 SHELF WF-0 STAINLESS STEEL WALL MOUNT 5 SHELF WF-0 WALL MOUNTED WIRE SHELF 6 WF-0 WALL MOUNTED WIRE SHELF 7 WF-0 6 WALL MOUNTED WIRE SHELF 8 WF-0 WALL MOUNTED WIRE SHELF 9 WF-1 1 MOP RACK & CHEMICAL SHELF 0 EQUIPMENT

F-9

9483 HAVEN AVENUE, SUITE 100

F-06

F-11

P-02

CUTSHEET ITEM #6

RANCHO CUCAMONGA, CA 91730

FIXTURE F-01

P-07

E-13

18x36

115V/60/1 5.8A

E-15

F-9

1/3" DRAIN

F-05

P-07

DRAIN TO F.S./F.D.

TSSU-48-12-ADA-H C

E-06

WF-08

QUICK SHIP

TRUE

E-03

WF-08

MASTER-BILT

48 3/8"L x 30 1/8"D x 34"H

E-01

F-21

PER PLAN

SANDWICH / SALAD PREP REFRIGERATOR - 2DR - CASTERS

(E) ADJACENT TENANT (N.I.C.)

WF-10

P-07

R-03

6.5

E-02

DRAIN TO F.S./F.D.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT EVER SCALE DRAWINGS.

F-16

R-05

QUICK SHIP

CUSTOM WALK-IN COMBO

F-15

MASTER-BILT

2.1

PER PLAN

R-02

10. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL NEW DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID.

CUSTOM WALK-IN FREEZER

SHEET NUMBER

K1.1

PLAN CHECK SUBMITTAL: 2019_03_21

NSF UL

EQUIPMENT/FIXTURE PLAN AND SCHEDULE

REMARKS

ELECTRICAL

L IC

PLUMBING

SHEET TITLE

NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS.

MODEL NUMBER

MANUFACTURER

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION.

SIZE

WI L

QT DESCRIPTION REF REFRIGERATOR/ FREEZER

saff RON

SEE FIXTURE PLAN AND FIXTURE DETAILS FOR FIXTURE INFORMATION.

PROJECT LOCATION

ELECTRICAL - GENERAL NOTES (AS APPLICABLE) 1.

THE INTENT OF THESE DRAWINGS & SPECIFICATIONS IS TO ESTABLISH A STANDARD

ALL BOXES SHALL BE RECESSED w/ COVER PLATE TO SUIT THE INTENDED

OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO ALLOW OTHER METHODS &

APPLICATION.

MATERIALS NOT REFLECTED HEREIN. THE CONTRACTOR SHALL REQUEST APPROVAL TO WAIVE THE STANDARDS, PRIOR TO BEGINNING THE PROJECT. CONTRACT

23. REFER TO THE ARCHITECTURAL RCP(s) FOR EXACT LOCATION OF ALL CEILING

DOCUMENT REVISIONS TO ACCOMMODATE INSTALLED CONDITIONS, w/o PRIOR

MOUNTED LIGHTING FIXTURES. ARCHITECTURAL DRAWINGS SHALL GOVERN IN CASE

APPROVAL, WILL RESULT IN ADDITIONAL DESIGN CHARGES TO THE CONTRACTOR.

OF CONFLICT w/ THESE DRAWINGS.

THESE DRAWINGS INDICATE FINISHED REQUIREMENTS FOR ELECTRICAL SYSTEMS,

24. PRIOR TO INSTALLATION, CONTRACTOR SHALL REVIEW THE COMPLETE SET OF

EQUIPMENT, LIGHTING FIXTURES, OUTLETS & DEVICES. DUE TO STRUCTURAL

CONSTRUCTION DOCUMENTS FOR CONFLICTS w/ OTHER TRADES. THE CONTRACTOR

CONDITIONS, MECHANICAL DUCTWORK, PIPING CONFLICTS, OR OTHER LEGITIMATE

SHALL BE RESPONSIBLE TO COORDINATE ALL WORK w/ OTHER TRADES TO AVOID

REASONS, THE CONTRACTOR MAY INSTALL INDICATED WORK IN A MANNER

INSTALLATION CONFLICTS. THE CONTRACTOR SHALL MAKE NECESSARY MINOR

DIFFERENT FROM WHAT IS DRAWN; CHANGES SHALL BE PRESENTED TO THE OWNER's

ADJUSTMENTS IN EQUIPMENT LOCATION & ROUTING AT NO ADDITIONAL COST TO THE

REPRESENTATIVE FOR REVIEW & APPROVAL PRIOR TO PROCEEDING. UPON

OWNER.

APPROVAL, THE WORK SHALL BE PERFORMED & THE AS-BUILT DRAWINGS SHALL BE REVISED TO ACCURATELY REFLECT ANY CHANGES.

LINEAR FLUORESCENT FIXTURE

FLUORESCENT WALL MTD. FIXTURE

TWO POLE SW.,20A,120/277V

LIGHT FIXTURE (RECESSED OR SURFACE)

THREE-WAY SW., 20A, 120/277V

PENDANT FIXTURE

FOUR-WAY SW.,20A,120/277V

WALL MTD. LIGHT FIXTURE

ACCORDANCE w/ THE N.E.C.A. INSTALLATION STANDARDS TO THE SATISFACTION OF

SHALL ACCURATELY MATCH ALL SURROUNDING WORK TO SATISFY THE ARCHITECT.

WALL WASHER

E1.1 E1.2 E1.3 E2.1 E2.2 E2.3 E4.1 E5.1

ELECTRICAL PROJECT INFORMATION AND GENERAL NOTES ELECTRICAL SPECIFICATIONS LIGHTING T-24 LIGHTING PLAN POWER PLAN ELECTRICAL ROOF PLAN ONE LINE DIAGRAM AND ELECTRICAL SCHEDULES EQUIPMENT / FIXTURE PLAN AND SCHEDULE

REVISIONS 1 2 3 4 5

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409

ACCOMMODATE QUANTITY & SIZE OF CONDUCTORS REQUIRED. CONTRACTORS

EDITION OF ALL APPLICABLE NATIONAL, STATE & CITY CODES & ORDINANCES.

SHALL PROVIDE EQUIPMENT w/ OVERSIZED ENCLOSURES WHERE REQUIRED. 27. ALL NEW PANELBOARDS & SWITCHBOARDS SHALL BE OF THE SAME MANUFACTURER

www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

DIMMER SW., MIN. 2000W, 120/277V

CLIENT

MONO-POINT LIGHT FIXTURE

ALL WORK, MATERIALS & EQUIPMENT WILL CONFORM TO THE CURRENTLY ACCEPTED

RECOGNIZED TESTING FACILITY AS PERMITTED BY THE JURISDICTION AUTHORITY.

LOW VOLTAGE (0-10 VOLT.) WALL MTD. SW. FOR MANUAL ON/OFF & DIMMING (STEPPED/CONTINUOUS) CONTROL OF LTG.

LINEAR FLUORESCENT STRIP FIXTURE

SHALL BE EQUAL MATERIALS, WORKMANSHIP & FINISH AS THE EXISTING WORK &

ALL ELECTRICAL SYSTEM COMPONENTS SHALL BE LISTED BY U.L. OR ANOTHER

SINGLE POLE SW., 20A, 120/277V

LINEAR FLUORESCENT CLG. MTD. FIXTURE

ELECTRICAL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN

26. ALL ELECTRICAL EQUIPMENT SHALL HAVE SUFFICIENT GUTTER SPACE & LUGS TO

LIGHTING

WALL SCONCE

THE ARCHITECT & THE ENGINEER. 4.

(NOT ALL SYMBOLS MAY BE USED IN THESE DOCUMENTS)

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY CUT & PATCHED EXISTING CONSTRUCTION AS REQUIRED TO INSTALL NEW ELECTRICAL WORK. ALL PATCHING

SHEET INDEX

SYMBOL AND LEGEND

TRACK LIGHT FIXTURE

HP RATED MOTOR SW. w/ THERMAL OC.P. KEY SW., 20A, 120/277V

PARKING LOT POLE MTD. LIGHT FIXTURE

PUSH BUTTON CONTROL STATION

BOLLARD LIGHT FIXTURE OCCUPANCY SENSOR - CLG.

& HAVE LOCKING DOORS & BE KEYED THE SAME U.N.O.

DESCRIPTIVE SUMMARY OF WORK SUBJECT: DESCRIPTIVE SUMMARY

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

EM. BATTERY UNIT W/ HEADS 6.

WHERE AN APPARENT DISCREPANCY EXISTS BETWEEN THE REQUIREMENTS OF THE

28. PROVIDE AN UPDATED TYPE WRITTEN PANEL DIRECTORY MOUNTED ON THE INSIDE

GENERAL NOTES & INFORMATION IN THE ELECTRICAL DRAWINGS, THE CONTRACTOR

OF ALL PANEL DOOR COVERS. DIRECTORY SHALL REFLECT ALL MODIFICATIONS TO

SHALL INCLUDE IN HIS BID THE COST OF THE GREATER QUALITY OR QUANTITY.

EXISTING PANELS & SHALL REFLECT ACTUAL "AS-BUILT" CONDITIONS.

THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID & VERIFY EXISTING

29. VERIFY DEVICE COLOR & MOUNTING ORIENTATION (VERTICAL OR HORIZONTAL) w/

CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN THE BASE BID ALL COSTS

ARCHITECTURAL & INTERIOR DESIGN DRAWINGS PRIOR TO ORDERING ANY

REQUIRED FOR PERMITS & INSPECTIONS.

EQUIPMENT & PROVIDE DEVICES AS REQUIRED. U.N.O., DEVICES & DEVICE PLATES SHALL BE WHITE IN COLOR.

THE CONTRACTOR SHALL VERIFY, w/ OWNER's REPRESENTATIVE PRIOR TO BID SUBMISSION, THE ALLOWABLE WORKING HOURS, EMPLOYEE PARKING AREAS,

30. WHERE MOTORS ARE INSTALLED IN SUSPENDED CEILINGS, THE CONTRACTOR SHALL

MATERIAL DELIVERY, STORAGE REQUIREMENTS, DEMOLITION, REMOVAL OF

PROVIDE A DISCONNECT SWITCH IN SUSPENDED CEILING WITHIN REACH FROM

CONSTRUCTION DEBRIS & DAILY CLEAN UP REQUIREMENTS. INCLUDE ALL COSTS IN

ACCESS POINT.

BID FOR REQUIRED MATERIALS NEEDED FOR THE DURATION OF THE PROJECT. PERFORM ALL WORK AS DIRECTED BY OWNER'S REPRESENTATIVE & ARCHITECT.

31. SIZING OF MOTOR-RELATED ELECTRICAL COMPONENTS, INCLUDING FEEDER &/or

EMAIL: simon83k@gmail.com

OVERRIDE SWITCH

OCCUPANCY SENSOR WALL MTD.

LIGHTING CONTACTOR

OCCUPANCY SENSOR w/ DIMMER - WALL MTD.

PHOTOCELL

TIME CLOCK

SIGNAL ENCLOSED C/B

DATA OUTLET ABV. COUNTER

RELAY TIME SWITCH

FLUSH FLOOR BOX w/ COMBINATION TELE./DATA OUTLET

CONTACTOR

TELEVISION OUTLET

TRANSFORMER

TELEVISION CAMERA (CCTV)

THE SAFFRON PROJECT IS LOCATED IN 28662 MARGUERITE PARKWAY, MISSION VIEJO, CA 92692. THE LOCATION WHERE THE SAFFRON WILL OCCUPY SPACE IS IN A NEW BUILDING. THE SAFFRON IS TAKING THE VACANT SPACE WITH AN APPROXIMATE AREA OF 1,718 SQUARE FEET.

CONSULTANT

THE ELECTRICAL SCOPE OF WORKS COVERS THE COORDINATION TO ALL TRADES INVOLVED, VERIFICATION, AND THE COMPLETE SUPPLY, WIRING, AND INSTALLATIONS OF ALL THE ELECTRICAL LIGHTING FIXTURES, OUTLETS, SWITCHES, SENSORS, TITLE 24 COMPLIANCE, DISCONNECTS, PANELBOARD(S), INCLUDING TESTING AND COMMISSIONING, AND ALL OTHER ANCILLARIES NOT SHOWN, NOR MENTIONED OR SPECIFIED IN THE PLANS BUT ARE RELEVANT FOR THE COMPLETE AND SAFE OPERATION OF THE SAFFRON SPACE TO THE SATISFACTION OF THE SAFFRON FRANCHISEE.

BRANCH CIRCUITS (WIRE & CONDUIT) & OVERCURRENT PROTECTION (BREAKER &/or SHOW DEFECTIVE WORK, THE CONTRACTOR SHALL MAKE ALL NECESSARY

APPROXIMATED LOADS FOR A GIVEN MOTOR HORSEPOWER, VOLTAGE & PHASE. IT IS

DATA OUTLET AT +18"

CORRECTIONS AT NO ADDITIONAL COST TO OWNER.

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL MOTOR & APPLIANCE

COMBINATION TELE. / COMPUTER OUTLET @ +18"

OF THE FOLLOWING EQUIPMENT:

WIRING

11. PROVIDE AS-BUILT DRAWINGS TO ARCHITECT. DRAWINGS SHALL INCLUDE ACCURATE CONDUIT & DEVICE LOCATIONS DIMENSIONED FROM PERMANENT LANDMARKS.

ELECTRICAL SWITCHGEAR: SWITCHBOARDS, PANELS, MOTOR CONTROL CENTERS & SAFETY DEVICES.

12. DO NOT SCALE ELECTRICAL DRAWINGS. VERIFY EXACT LOCATION OF ALL DEVICES, JUNCTION BOXES, LIGHTING FIXTURES, OUTLET HEIGHTS, ETC. w/ ARCHITECTURAL &

OVERCURRENT DEVICES: CIRCUIT BREAKERS & FUSES INCLUDING TIME/CURRENT TRIP CURVES.

INTERIOR DESIGN DRAWINGS PRIOR TO INSTALLATION. THE CONTRACTOR TO VERIFY EXACT LOCATIONS OF ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTION PRIOR TO ROUGH-IN. COORDINATE w/ CABINET SHOP DRAWINGS TO ENSURE PROPER

13. RACEWAY SYSTEMS ARE SHOWN DIAGRAMMATICALLY. ACTUAL LOCATION & ROUTING

DEVICES: SWITCHES, RECEPTACLES, MOTOR CONTROLLERS & DEVICE PLATES.

LIFE SAFETY/FIRE ALARM SYSTEM: CONTROL PANEL, ANNUNCIATOR PANEL,

OF ALL, SHALL BE DETERMINED BY CONTRACTOR TO MEET FIELD CONDITIONS. 14. PROVIDE A DEDICATED NEUTRAL FOR NEW CIRCUITS. HOME RUN CONDUCTORS MAY

INITIATION & NOTIFICATION DEVICES/APPLIANCES, SYSTEM WIRING

BE COMBINED INTO (1) ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE

REQUIREMENTS & DIAGRAM, SYSTEM LOAD CALCS, STANDARD BATTERY

THAN (9) NINE CURRENT CARRYING CONDUCTORS. WHERE MULTIPLE CONDUCTORS IN

CALCULATIONS, & AUXILIARY POWER SUPPLY.

EXCESS OF (3) THREE ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN RATED AS REQUIRED BY N.E.C ARTICLE 310.

C ROUTED UNDERFLOOR / UNDERGROUND

RACEWAY TURNED DOWN

RACEWAY w/ #12 CONDUCTORS U.N.O.

HOME RUN TO PANELBOARD 1.2"C w/ 3#12 CONDUCTORS U.N.O.

RACEWAY TURNED UP

C CAP-OFF

POWER

LIGHTING FIXTURES: INDOOR/OUTDOOR AS SPECIFIED, PHOTOMETRIC PERFORMANCE DATA & LAMPS.

HEIGHT & LOCATION w/ RESPECT TO MILLWORK, EQUIPMENT, ETC.

33. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR WALLS SHALL BE PROTECTED BY

SINGLE RECEPTACLE, N.E.M.A. 5-20R, 20A, 125V

FLOOR OUTLET w/ DEVICE AS INDICATED

DUPLEX RECEPTACLE, N.E.M.A. 5-20R, 20A, 125V

COMBINATION FLOOR OUTLET w/ DEVICES AS INDICATED

GFCI DUPLEX RECEPTACLE, N.E.M.A. 5-20R, 20A, 125V

JUNCTION BOX

DOUBLE DUPLEX RECEPTACLE N.E.M.A. 5-20R, 20A, 125V DUPLEX RECEPTACLE / HALF-SWITCHED

MATERIALS & INSTALLATION DIAGRAMS THAT CONFORM TO U.L. LISTING FOR 15. WHERE ALLOWED, MC CABLE MAY BE INSTALLED PER N.E.C ARTICLE 330. WHERE

"THROUGH-PENETRATION FIRE STOP SYSTEMS".

MULTIPLE CABLES ARE ROUTED ADJACENT TO EACH OTHER (BUNDLED), A MINIMUM SEPARATION OF (1) ONE CABLE DIAMETER (LARGEST) SHALL BE REQUIRED.

REQUIRED FOR APPROVAL BY THE JURISDICTION AUTHORITY. SUBMIT ALL PLANS & PERMITS REQUIRED FOR A COMPLETE, OPERABLE & APPROVED LIFE SAFETY SYSTEM. 35. FIRE ALARM DEVICE WIRING SHALL BE MIN. #14 AWG COPPER OR PER SYSTEM MANUFACTURER REQUIREMENTS. PROVIDE MIN. 3/4" SEPARATE RACEWAY SYSTEM

SHALL BE RUN PARALLEL w/, OR AT RIGHT ANGLE TO WALLS.

OR AS REQUIRED FOR LIFE SAFETY SYSTEM WIRING CONFIGURATION. 36. UPON COMPLETION OF THE INSTALLATION OF LIFE SAFETY SYSTEM WIRING &

EXPANSION JOINTS. PROVIDE BONDING JUMPER(s) SIZED PER CODE WHERE

DEVICES, A PERFORMANCE TEST OF THE ENTIRE LIFE SAFETY SHALL BE PERFORMED

REQUIRED. PROVIDE ALL FITTINGS REQUIRED FOR A COMPLETE INSTALLATION.

TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION.

Plotted: 3/27/2019 8:06 AM (salumbaugh) File: 60_a2105_e1.1_elec gnrl.dwg

REFER TO ARCHITECTURAL DRAWINGS FOR EXPANSION JOINT LOCATION(s). 37. ALL ELECTRICAL TERMINATIONS OR EQUIPMENT TO UNDERGO A TORQUE TEST. THE 19. MIN. RACEWAY SIZE SHALL BE 1/2". MIN. HOMERUN SIZE SHALL BE 3/4". MIN. CONDUCTOR SIZE SHALL BE #12 AWG U.N.O. TYPICAL. ALL POWER RELATED

ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE MANUFACTURER's TORQUE DOCUMENTATION & THE TOOLS NECESSARY TO PERFORM A TORQUE TEST.

CONDUITS SHALL HAVE A CODE SIZE GROUND WIRE INSTALLED IN EACH RUN. 38. ALL UNDERGROUND SERVICE CONDUITS SHALL BE SEALED PER N.E.C. ARTICLE 230-8. 20. CONTRACTOR SHALL PROVIDE PULL CORDS IN ALL EMPTY CONDUITS. WHERE MORE THAN (1) ONE CONDUIT TERMINATES IN A JUNCTION BOX, THE CONTRACTOR SHALL

39. FLOOR MOUNTED ELECTRICAL EQUIPMENT SHALL BE ON A 4" HIGH CONCRETE PAD.

IDENTIFY EACH CONDUIT & JUNCTION BOX IN A MANNER ALLOWING IDENTIFICATION AFTER ALL WALL FINISHES HAVE BEEN APPLIED.

40. INSTALL TRANSFORMER FOLLOWING MANUFACTURER's RECOMMENDATIONS FOR

GFCI RECEPTACLE N.E.M.A. 5-20R, 125V "C" INDICATES HALF CONTROLLED DUPLEX RECEP. MTD. ABV. COUNTER - VERIFY HEIGHT

PER N.E.C REQUIREMENTS & GENERAL NOTES. ANY CHANGE IN THE WIRING

GFCI RECEPTACLE, ABV. COUNTER DUPLEX RECEPTACLE MTD. ABV. COUNTER - VERIFY MTD. HEIGHT. "C" INDICATES HALF CONTROLLED GFCI RECEPTACLE, ABV. COUNTER. "C" INDICATES HALF CONTROLLED SPECIAL PURPOSE OUTLET CLOCK OUTLET NEMA 5-20R, 20A, 125V w/ RECESSED COVER PLATE AT +9O", U.N.O. DUPLEX RECEPTACLE N.E.M.A. 5-20R, 20A, 125V - FLUSH CLG. MTD.

METHODS INDICATED SHALL REQUIRE WRITTEN APPROVAL FROM THE ARCHITECT,

EQUIPMENT w/ FINAL CONTRACTOR SELECTION. THE CONTRACTOR SHALL SIZE

ENGINEER OR OWNER. THE CONTRACTOR's BID SHALL INCLUDE ALL COSTS FOR

DISCONNECTS BASED UPON CIRCUIT BREAKER RATINGS & PROVIDE FUSING AS

RACEWAY SYSTEMS AS SPECIFIED U.N.O. w/ WRITTEN APPROVAL FROM THE

REQUIRED PER EQUIPMENT MANUFACTURER's RECOMMENDATIONS & U.L. LISTING

ARCHITECT, ENGINEER OR OWNER & IS SUBMITTED AS PART OF CONTRACTOR's

REQUIREMENTS. 42. PROVIDE 10 AWG CONDUCTORS FOR 20AMPERE, 120VOLTS BRANCH CIRCUITS

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT SIZE & INSTALLATION OF ALL OUTLET, PULL & JUNCTION BOXES IN ACCORDANCE w/ N.E.C 314-16. ALL BOXES SHALL BE MINIMUM 4" SQUARE BY 1-1/2" DEEP OR AS INDICATED ON THE DRAWINGS.

SERVICE CABLE TERMINATION

LONGER THAN 75' & 8 AWG CONDUCTORS FOR 20 AMPERE, 120VOLTS BRANCH CIRCUITS LONGER THAN 120'. PROVIDE 10 AWG CONDUCTORS FOR 20 AMPERE, 277VOLTS BRANCH CIRCUITS LONGER THAN 200'.

PANELBOARD - FLUSH MOUNT SWITCHBOARD OR DISTRIBUTION BOARD NON-FUSED DISC. SWITCH

N.C. N.E.C. N.E.C.A.

A.S. A.W.G

AMPERE ARC FAULT, AMP FUSE ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY AMP SWITCH AMERICAN WIRE GAUGE

B.C. BLDG.

BARE COPPER BUILDING

CAT. C/B CKT. CO, EC COMM. CU.

CATALOG/CATEGORY CIRCUIT BREAKER CIRCUIT CONDUIT ONLY COMMUNICATION COPPER

NEUT. N.F.C. NF. N.L. N.O. N.P.CO.

NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL CONTRACTOR'S ASSOCIATION NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION NEUTRAL NATIONAL FIRE CODE NON-FUSIBLE NIGHT LIGHT NORMALLY OPEN NEVADA POWER COMPANY

OC.P.

OVERCURRENT PROTECTION

(D), DEMO DISC. DN.

DEMOLITION/DEMOLISH DISCONNECT DOWN

ELECT. EM. E.M.T. (ER)

ELECTRICAL EMERGENCY ELECTRICAL METALLIC TUBING EXISTING ELECTRICAL RELOCATED

P PH. PNL. PV. PVC PWR.

POLE PHASE PANEL PHOTOVOLTAIC POLYVINYL CHLORIDE POWER

QTY.

QUANTITY

(R) RECEP. R.S.C.

REMOVE AND RELOCATE RECEPTACLE RIGID STEEL CONDUIT

SECT. S.P. S.N. SPEC. SW. SWBD. SWGR. SYS.

PARTIAL SINGLE POLE SOLID NEUTRAL SPECIFICATION SWITCH SWITCHBOARD SWITCH GEAR SYSTEM

TELE. T-STAT T.T.B.

TELEPHONE THERMOSTAT TELEPHONE TERMINAL BACKBOARD TELEPHONE TERMINAL CABINET

F.B.O. FLEX. FLUOR.

FURNISHED BY OTHERS FLEXIBLE METALLIC CONDUIT (STEEL) FLUORESCENT

FUSED DISC. SWITCH MOTOR CONTROLLER OR STARTER COMBINATION CONTROLLER DISC. SW.

SURGE SUPPRESSOR

GND. G.F.A. G.F.C.I.

GROUND GROUND FAULT ALARM GROUND FAULT CIRCUIT INTERRUPTER

HP. HVAC

I.S.C.

HORSEPOWER HEATING, VENTILATING & AIR CONDITIONING INTERNATIONAL BUILDING CODE INTERMEDIATE METAL CONDUIT INTERNATIONAL RESIDENTIAL CODE SHORT CIRCUIT AMPERES

J.B., J-BOX

JUNCTION BOX

I.B.C. I.M.C. I.R.C.

GROUNDING ELECTRODE

FUSE POWER METER FUSED DISC. SWITCH SWITCH

FORMAL BID PROPOSAL.

PANELBOARD - SURFACE MOUNT

ONE LINE DIAGRAM CIRCUIT BREAKER

41. COORDINATE ELECTRICAL REQUIREMENTS FOR ALL PLUMBING & MECHANICAL

TELEPHONE TERMINAL CABINET AT +72" TO TOP TELEPHONE BACKBOARD

VENTILATION CLEARANCES. 21. CONTRACTOR SHALL PROVIDE ALL RACEWAY SYSTEMS INDICATED ON THE DRAWING

PULLBOX - EXT. OR INTERIOR AS INDICATED

A A.F. A.F.G. A.I.C.

MOTOR

SHUNT TRIP

GROUND FAULT INTERRUPT

TRANSFER SWITCH

CONTACT N.O.

CONTACT N.C.

KCMIL, MCM THOUSAND CIRCULAR MILS KVA. KILOVOLT AMPERE KW. KILOWATT LTG.

LIGHTING

M.C.B. MECH. M.L.O.

MAIN CIRCUIT BREAKER MECHANICAL MAIN LUGS ONLY

N.E.M.A.

T.T.C.

U.B.C. VOLT. V.A. V.D. V.P.

UNIFORM BUILDING CODE VOLTAGE OR VOLT VOLT AMPERE VOLTAGE DROP VAPOR PROOF

W W.C.R. W.P.

WATT, WIRE WITHSTAND CURRENT RATING U.L. LISTED WEATHERPROOF, N.E.M.A. 3R

XFMR

TRANSFORMER

STAMP

ARCH SED I N E I A M A. L

C - 24421

8/31/2019

RACEWAYS INSTALLED EXPOSED SHALL BE ROUTED OUT OF PUBLIC VIEW. RACEWAYS

18. PROVIDE APPROVED EXPANSION FITTINGS WHERE RACEWAYS CROSS BUILDING

MULTI-OUTLET SURFACE RACEWAY w/ N.E.M.A. 5-20R, 20A, 125V AT 12" ON CENTER, U.N.O.

(NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENTS)

CT TE

17. RACEWAYS SHALL BE CONCEALED (IN CMU OR OTHER WALL) WHENEVER POSSIBLE.

JUNCTION BOX - FLUSH FLOOR MOUNT

ABBREVIATIONS

OR AM

SUPPORTS PER CABLE MANUFACTURER's INSTALLATION REQUIREMENTS.

DUPLEX RECEPTACLE N.E.M.A. 5-20R,125V "C" INDICATES HALF CONTROLLED

JUNCTION BOX - WALL MTD.

34. THE CONTRACTOR SHALL UTILIZE SERVICES FOR A STATE LICENSED FIRE ALARM MANUFACTURER/INSTALLER TO PREPARE ALL DESIGN DRAWINGS & CALCULATIONS

16. PLASTIC CABLE TIES PROHIBITED FOR USE TO SUPPORT MC CABLE. USE ONLY CABLE

SPEAKER, CLG. OR WALL MTD.

AT E

RENEWAL DATE

32. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW

SHEET TITLE

ADDITIONAL CHARGE TO OWNER.

HEAT DETECTOR TELE./DATA OUTLET ABV. COUNTER

ACCEPTANCE. ALL DEFECTS SHALL BE PROMPTLY CORRECTED BY CONTRACTOR w/o

TELE. OUTLET ABV. COUNTER

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

CHANGES IN THE AS-BUILT DRAWINGS.

SMOKE DETECTOR

WI L

WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USE FOR 1 YEAR AFTER OWNER's

OVERLOAD ELECTRICAL COMPONENTS BASED ON NAMEPLATE RATING. REFLECT ALL

saff RON

10. CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST DEFECTS IN MATERIALS &

CARD READER

L IC

RATING & LOADS. THE CONTRACTOR SHALL PROVIDE CORRECTLY SIZED MOTOR

FIRE ALARM HORN/STROBE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

ISSUED FOR P.C. SUBMITTAL

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

E1.1

PLAN CHECK SUBMITTAL: 2019_03_21

FUSES) IS BASED ON RATINGS INDICATED IN THE CONTRACT DOCUMENTS & ON N.E.C.

ELECTRICAL PROJECT INFORMATION & GENERAL NOTES

TELEVISION OUTLET AT +18"

ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS

PROJECT LOCATION

ELECTRICAL - SPECIFICATIONS (AS APPLICABLE)

1.1.3.

CONDUIT 5.2.

2.1.

TELEPHONE OUTLETS & CONDUITS AS INDICATED. 2.1.1.

RELATED WORK BY OTHERS

2.1.

2.2.

THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, TRENCH, & BACKFILL FOR A ELECTRICAL SERVICE ENTRANCE FROM THE MAIN SERVICE TO THE UTILITY POINT OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ENTRANCE w/ THE SERVING UTILITY COMPANY.

2.1.2.

2.1.3.

THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, TRENCH, & BACKFILL FOR PRIMARY PHONE & CATV SERVICE FROM THE TELEPHONE TERMINAL BOARD OR CABINET TO THE PHONE COMPANY & CATV COMPANY POINT OF SERVICE.

3.2.

THE INSTALLATION SHALL COMPLY w/ APPLICABLE LOCAL & STATE CODES, ORDINANCES, & THE REGULATIONS OF THE CURRENTLY ACCEPTED EDITION OF THE N.E.C. IT SHALL ALSO COMPLY w/ THE POWER, TELEPHONE, & CATV COMPANY FURNISHINGS REQUIREMENTS FOR THE INSTALLATION.

THE NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION STANDARDS.

3.2.2.

THE NATIONAL ELECTRICAL CODE, INCLUDING LOCAL AMENDMENTS.

U.L.'s INCORPORATED STANDARDS.

3.2.4.

AMERICAN NATIONAL STANDARDS INSTITUTE.

INSPECTION OF SITE

4.1.

PRIOR TO SUBMITTING A BID FOR ELECTRICAL WORK, THE CONTRACTOR SHALL VISIT THE PROPOSED SITE OF CONSTRUCTION & SHALL THOROUGHLY ACQUAINT HIMSELF (HERSELF) w/ EXISTING UTILITIES, & WORKING CONDITIONS TO BE ENCOUNTERED, ETC. ALLOWANCE WILL NOT BE MADE FOR NONCOMPLIANCE w/ THIS CONDITION AFTER BIDDING.

FLEXIBLE STEEL CONDUIT SHALL BE USED FOR INDOOR FINAL CONNECTIONS TO EQUIPMENT IN LENGTHS NOT TO EXCEED 72".

2.1.6.

LIQUID-TIGHT FLEXIBLE STEEL CONDUIT SHALL BE FOR OUTDOOR FINAL CONNECTIONS TO EQUIPMENT NOT TO EXCEED 36".

2.2.

2.5.

CONDUIT SIZES SHALL BE AS REQUIRED BY CODE & AS INDICATED OR SPECIFIED.

2.6.

ALL EMPTY CONDUIT SYSTEMS SHALL HAVE A NYLON PULL STRING TO FACILITATE INSTALLATION OF FUTURE WIRE.

ELECTRICAL INSTALLATION SHALL MEET THE EXISTING CONDITIONS.

DELIVER MATERIALS & EQUIPMENT TO THE PROJECT IN THE MANUFACTURER's ORIGINAL, UNOPENED, LABELED CONTAINERS. PROTECT AGAINST MOISTURE, TAMPERING, OR DAMAGE FROM IMPROPER HANDLING & STORAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO WORK OR MATERIALS UNTIL FINAL ACCEPTANCE BY THE OWNER, & SHALL MAKE GOOD w/o COST TO THE OWNER, ANY DAMAGE OR LOSS THAT MAY OCCUR DURING THIS PERIOD.

2.8.

2.9. 5.2.

5.3.

CLEANUP

6.1.

10. COOPERATION w. OTHER CONTRACTORS 10.1.

COOPERATE w/ THE OTHER TRADES SO THAT THE INSTALLATION OF THE ELECTRICAL OUTLETS & EQUIPMENT WILL BE PROPERLY COORDINATED TO AVOID CONFLICT w/ THE PIPING, DUCTWORK, STEEL, BEAMS, OR OTHER OBSTRUCTIONS. CAREFULLY CHECK LOCATIONS OF OUTLET BOXES & DETERMINE THAT THEY HAVE NOT BEEN DISTURBED DURING THE INSTALLATION OF OTHER TRADE MATERIALS.

10.2.

COORDINATE THE LOCATION OF THE TRENCHES & CONDUITS FOR ELECTRICAL & TELEPHONE UTILITY SERVICES w/ THE GENERAL CONTRACTOR.

10.3.

COORDINATE HVAC EQUIPMENT CONNECTION REQUIREMENTS w/ HVAC CONTRACTOR.

5.6.

3.2.

3.3.

EACH SWITCH, LIGHT, RECEPTACLE OR OTHER OUTLET SHALL BE PROVIDED w/ A CODE GAUGE, GALVANIZED STEEL OUTLET BOX. JUNCTION & PULL BOXES SHALL BE CODE GAUGE, GALVANIZED STEEL. OUTLET BOXES SHALL BE OF THE ONE PIECE, KNOCKOUT TYPE, IN GENERAL 4" SQUARE WITH PLASTER RING. PLASTER RINGS SHALL BE SET TO PROVIDE NOT MORE THAN 1/8" FROM WALL SURFACE TO RING. IN NO CASE SHALL PLASTER RING PROJECT BEYOND SURFACE OF WALL. SINGLE GANG RINGS SIMILAR TO STEEL CITY 52050 SHALL BE USED FOR 4" BOXES IN UNFINISHED BRICK NUMBER 180 BOXES MAY BE USED FOR UNFINISHED MASONRY FLUSH WALL OUTLETS. CENTER ALL OUTLET BOXES IN BLOCK COURSE. BOXES INSTALLED IN POURED CEMENT FLOORS SHALL BE FLUSH TYPE CAST IRON OR STEEL w/ WATERTIGHT CASKETED COVERS. WHERE BOXES ARE INSTALLED IN FLOORS w/ TILE OR CARPET FLOOR COVERING, COVERS SHALL BE OF THE RECESSED TYPE TO ACCOMMODATE THE FLOOR COVERING.

5.7. 5.8.

6.1.

SWITCHBOARDS SHALL BE PROVIDED w/ FULLY RATED COPPER OR ALUMINUM BUS. HORIZONTAL TAPERED BUSSING SHALL NOT BE ALLOWED.

4.2.

ACCEPTABLE MANUFACTURERS - CUTLER HAMMER, SEIMENS, SQUARE D OR APPROVED EQUAL.

4.3.

FACTORY ASSEMBLED DEAD FRONT, METAL ENCLOSED, & SELF-SUPPORTING SWITCHBOARD ASSEMBLY CONFORMING TO N.E.M.A. PB 2, U.L. 891, & COMPLETE FROM INCOMING LINE TERMINALS TO LOAD SIDE TERMINATIONS.

4.4.

LINE & LOAD TERMINATIONS: ACCESSIBLE FROM ONLY THE FRONT OF THE SWITCHBOARD. SUITABLE FOR THE CONDUCTOR MATERIALS & NUMBER OF CONDUCTORS USED.

LOAD CENTERS SHALL NOT BE ALLOWED U.N.O. ALL NEW PANELBOARDS SHALL COMPLY w/ N.E.C ARTICLE 110.16. EQUIPMENT MANUFACTURER's SHALL PROVIDE WARNING LABELS FOR ALL PANELBOARDS, GENERATORS, AUTOMATIC TRANSFER SWITCHES, ETC. TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE BEFORE EXAMINATION, ADJUSTMENT, SERVICE, OR MAINTENANCE OF THE EQUIPMENT.

CONDUCTOR SIZES SHOWN ON THE DRAWINGS ARE BASED ON COPPER WIRE. U.N.O., ALL WIRE SHALL BE TYPE XHHW FOR FEEDERS OR BRANCH CIRCUITS LARGER THAN 4 AMERICAN WIRE GAUGE, TYPE THHN/THWN INSULATION FOR FEEDERS & BRANCH CIRCUITS 4 AMERICAN WIRE GAUGE & SMALLER. ALL BRANCH CIRCUIT WIRING SHALL BE COPPER. SERVICE & PANEL FEEDERS #1/0 & LARGER MAY BE ALUMINUM, PROVIDED THE CONDUCTOR SIZES ARE INCREASED FOR EQUAL OR GREATER AMPACITY & EQUAL OR LESS EQUIVALENT VOLTAGE DROP. INCREASE CONDUIT SIZE AS REQUIRED. THE WIRES SHALL BE MARKED w/ COLOR TO SIMPLIFY CIRCUIT IDENTIFICATION. U.N.O., BY LOCAL ORDINANCES GROUND WIRES SHALL BE GREEN, NEUTRAL WIRES SHALL BE 120V-WHITE, 277V-GRAY, & LIVE WIRES 208Y/120V & 120/240 SHALL BE BLACK (PHASE A), RED (PHASE B), & BLUE (PHASE C). FOR 480Y/277V CIRCUITS, THE COLOR CODE SHALL BE BROWN (PHASE A), ORANGE (PHASE B), & YELLOW (PHASE C). THE WIRE SHALL BE 12 AMERICAN WIRE GAUGE U.N.O. CIRCUIT SHALL BE LABELED IN EACH J-BOX.

10.7.

6.2.

6.4.

6.5. 7.

WHERE ALUMINUM WIRE IS USED, ALUMINUM CONDUCTOR MATERIAL SHALL COMPLY w/ N.E.C. 310-14 & ALL CONNECTIONS & TERMINATIONS SHALL BE MACHINE COMPRESSION TYPE EQUAL TO BURNDY "HI PLUG" OR "MACADAPT", NO EXCEPTIONS.

10.9.

BOND TOGETHER METAL SIDING NOT ATTACHED TO GROUNDED STRUCTURE.

7.2.

11.1.

12. LIGHTING CONTROL 12.1.

12.2.

PROVIDE FULLY-RATED NEUTRAL BUS & FULLY RATED GROUND BUS MATCHING MATERIAL USED FOR MAIN BUS.

4.7.

FUTURE PROVISIONS: FULLY EQUIP SPACES FOR FUTURE DEVICES w/ BUSSING & BUS CONNECTIONS. SUITABLY INSULATED & BRACED FOR SHORT CIRCUIT CURRENTS. CONTINUOUS CURRENT RATING AS INDICATED ON DRAWINGS.

RANCHO CUCAMONGA, CA 91730 14.10. UPS TO BE PROVIDED w/ AN EMERGENCY POWER OFF SWITCH TO TRIP OPEN THE UPS & BATTERY CIRCUIT BREAKERS. UPS SHALL CONTAIN A SERIAL DATA LINK TO ENABLE UPS TO INTERFACE TO A COMPUTER THAT WILL PROVIDE STATUS & DIAGNOSTIC INFORMATION.

P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

14.11. UPS SHALL USE INSULATED-GATE BIPOLAR TRANSISTOR TECHNOLOGY FOR THE POWER INPUT SECTION. UPS SHALL NOT REQUIRE AN OVERSIZED GENERATOR TO MAINTAIN CONTINUOUS POWER TO EQUIPMENT. 15. GUARANTEE 15.1.

IT IS GUARANTEED THAT ALL MATERIAL FURNISHED & ALL WORKMANSHIP PERFORMED FOR A PERIOD OF (1) ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF WORK. ANY DEFECTS DEVELOPING WITHIN THIS PERIOD, TRACEABLE TO MATERIAL FURNISHED AS A PART OF THIS SECTION OR WORKMANSHIP PERFORMED HEREUNDER, SHALL BE MADE GOOD AT NO EXPENSE TO THE OWNER.

SPLICES IN EXTERIOR PULL BOXES & MANHOLES SHALL BE WEATHERPROOF USING "SCOTCHCAST" SPLICE KIT OR APPROVED EQUAL. SEAL ENDS OF CONDUITS & DUCTS w/ "DUCTSEAL" OR APPROVED EQUAL.

13.3.

UNIT SHALL AUTOMATICALLY SENSE LOSS OF NORMAL AC SUPPLY & USE A SOLID-STATE SWITCH TO TRANSFER LOADS. TRANSFER IN 0.004 SECOND OR LESS FROM NORMAL SUPPLY TO BATTERY-INVERTER SUPPLY. INVERTER SHALL BE COMPATIBLE w/ INCANDESCENT, MAGNETIC & ELECTRONIC FLUORESCENT BALLASTS, HIGH POWER FACTOR COMPACT FLUORESCENT, & HIGH INTENSITY DISCHARGE LAMP TYPES.

13.4.

UNIT SHALL SUPPLY POWER TO OUTPUT CIRCUITS FROM A SINGLE, EXTERNAL, NORMAL SUPPLY SOURCE. UNIT AUTOMATICALLY TRANSFERS LOAD FROM NORMAL SOURCE TO INTERNAL BATTERY/INVERTER SOURCE. RETRANSFER TO NORMAL IS AUTOMATIC WHEN NORMAL POWER IS RESTORED.

13.5.

UNIT SHALL COMPLY w/ NATIONAL FIRE PROTECTION AGENCY 70 & 101. & BE U.L. 924 LISTED.

PROVIDE SOLID CONDUCTOR FOR 12 AMERICAN WIRE GAUGE & SMALLER.

RECEPTACLES SHALL BE SPECIFICATION GRADE, DUPLEX TYPE, NEMA 5-20R, 20 AMPERE, 120 VOLT GROUNDED TYPE. SPECIAL APPLICATION RECEPTACLES SHALL BE INDICATED ON PLANS. MOUNT w/ THE GROUND DOWN.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

LIGHTING FIXTURE

13.8.

SERVICE ENTRANCE EQUIPMENT SHALL BE PROVIDED w/ A FULLY RATED COPPER OR ALUMINUM BUS. HORIZONTALLY TAPERED BUSSING SHALL NOT BE ALLOWED.

UNIT SHALL CONTAIN GROUP DISPLAYS, INDICATIONS, & BASIC SYSTEM CONTROLS ON COMMON CONTROL PANEL ON FRONT OF CENTRAL BATTERY INVERTER ENCLOSURE. ENCLOSURE SHALL BE STEEL, w/ HINGED LOCKABLE DOORS, SUITABLE FOR FLOOR MOUNTING. MANUFACTURER's STANDARD CORROSION-RESISTANT FINISH.

UPS SHALL BE A CONTINUOUS DUTY, (3) THREE PHASE, ONLINE, SOLID STATE UNINTERRUPTIBLE POWER SUPPLY SYSTEM w/ SIZE & VOLT. AS INDICATED ON THE DRAWINGS.

14.2.

ACCEPTABLE MANUFACTURERS: TOSHIBA INTERNATIONAL CORPORATION, MGE UPS SYSTEMS & MITSUBISHI.

14.3.

UPS SHALL AUTOMATICALLY SENSE LOSS OF NORMAL AC POWER SUPPLY & CONVERT IT TO DC POWER. THE DC POWER IS THEN USED TO CHARGE THE BATTERY BANK WHILE PROVIDING CLEAN, DC POWER TO THE INVERTER CIRCUITRY. THE INVERTER WILL CONVERT DC POWER TO REGULATED AC POWER TO FEED THE LOAD.

14.4.

UPON FAILURE OF COMMERCIAL AC POWER, THE UPS SHALL DERIVE POWER FROM THE BATTERY BANK & CONTINUE FEEDING THE LOAD w/ CLEAN, REGULATED AC POWER. THERE SHALL BE NO INTERRUPTION TO THE CRITICAL LOAD UPON FAILURE OR RESTORATION OF COMMERCIAL AC POWER.

10. SYSTEM GROUNDING GROUNDING SHALL COMPLY w/ REQUIREMENTS OF ARTICLE 250. ALL EXPOSED NONCURRENT CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT, METALLIC RACEWAY SYSTEMS, METALLIC CABLE ARMOR, GROUNDING CONDUCTORS OF NONMETALLIC SHEATHED CABLES, GROUNDING CONDUCTORS IN NONMETALLIC RACEWAYS, & GROUNDED CONDUCTORS OF THE WIRING SYSTEMS SHALL BE GROUNDED.

UNIT SHALL SUSTAIN A FULL-CAPACITY OUTPUT FOR A MIN. OF 90 MINUTES. PROVIDE BATTERIES THAT ARE MAINTENANCE FREE, SEALED LEAD CALCIUM BATTERY w/ AN EXPECTED LIFE OF NO LESS THAN 10 YEARS.

14. UNINTERRUPTIBLE POWER SUPPLY (UPS)

SERVICE ENTRANCE SECTION SERVICE ENTRANCE EQUIPMENT SHALL BE AS INDICATED ON THE DRAWINGS EQUIPMENT SHALL CARRY THE U.L. LABEL & CONFORM TO THE POWER COMPANY REGULATIONS.

16.2.

THE CONTRACTOR SHALL SUBMIT (7) SEVEN IDENTICAL BOUND SETS OF SHOP DRAWINGS ON THE FOLLOWING ITEMS:

16.2.1.

LIGHTING FIXTURE CUTS & PERFORMANCE DATA.

16.2.2.

OUTLINE DRAWINGS & DATA SHEETS OF EACH PANELBOARD & SWITCHBOARD.

16.2.3.

OUTLINE DRAWINGS OF ALL SWITCHGEAR.

16.3.

SUBMIT ITEMS AT ONE TIME IN A NEAT & ORDERLY MANNER WITHIN 15 DAYS OF AWARD OF CONTRACT. PARTIAL SUBMITTALS WILL NOT BE ACCEPTABLE.

17.1.

THE ELECTRICAL CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS AT THE JOB SITE FOR THE EXCLUSIVE PURPOSE OF MAINTAINING A RECORD OF ALL WORK INSTALLED & TO SHOW ANY DEVIATIONS FROM THE WORK INDICATED ON THE DRAWINGS. AT THE COMPLETION OF THE PROJECT, ONE SET OF REPRODUCIBLE DRAWINGS, SHOWING ALL AS-BUILT CONDITIONS, SHALL BE DELIVERED TO THE OWNER FOR ACCEPTANCE PRIOR TO FINAL PAYMENT.

STAMP

13.7.

PROVIDE ALL LIGHTING FIXTURES, WIRED & CONNECTED. THE DRAWINGS INDICATE THE FIXTURES FOR EACH LOCATION. PROVIDE LAMPS FOR ALL FIXTURES. THE LAMPS SHALL BE BY THE SAME MANUFACTURER. VERIFY CEILING CONSTRUCTION BEFORE ORDERING RECESSED UNITS. PROVIDE PLASTER FRAMES & HANGERS AS REQUIRED. CEILING CONSTRUCTION, ARCHITECTURAL ACCESSORIES, VOLTAGE, & BALLASTS TO MEET THE EXISTING CONDITION.

THE ITEMS SPECIFIED HEREIN & ON DRAWINGS ARE USED AS A STANDARD OF QUALITY. ANY MATERIALS OF EQUAL QUALITY & AESTHETIC VALUE WILL BE GIVEN CONSIDERATION AS A SUBSTITUTE FOR THE MATERIALS SPECIFIED. NO APPROVAL WILL BE GIVEN TO A SPECIFIC CATALOG NUMBER, MODEL, OR TYPE OF EQUIPMENT, PRIOR TO BIDDING. AFTER BIDDING, THE DECISION OF THE ARCHITECT &/or ENGINEER DETERMINING EQUAL MATERIALS WILL BE FINAL.

17.2.

ACCEPTABLE MANUFACTURES - DUAL-LITE, HUBBELL LIGHTING, LITHONIA LIGHTING EMERGENCY LIGHTING SYSTEMS, MCPHILBEN EMERGENCY LIGHTING OR APPROVED EQ.

WALL SWITCHES SHALL BE SPECIFICATION GRADE AC SILENT TYPE SWITCHES, 20A, 120/277 VOLT.

16.1.

PHOTOCELLS SHALL BE EQUAL TO TORK OR INTERMATIC w/ VOLTAGE AS INDICATED.

13. LIGHTING INVERTER SYSTEM

13.6.

10.1.

TIME SWITCHES SHALL BE EQUAL TO PARAGON, GENERAL ELECTRIC, TORK, OR INTERMATIC & SHALL HAVE SIZE & NUMBER OF POLES AS REQUIRED.

13.2.

RECEPTACLES IN OUTDOOR & WET LOCATIONS SHALL BE INSTALLED w/ A HINGED OUTLET COVER/ENCLOSURE CLEARLY MARKED & U.L. LISTED SUITABLE FOR WET LOCATIONS WHILE IN USE, EQUAL TO TAYMAC SPECIFICATION GRADE.

9.2.

4.6.

9483 HAVEN AVENUE, SUITE 100

17. RECORD & AS-BUILT DRAWINGS

NO WIRE SHALL BE INSTALLED IN THE CONDUIT SYSTEM UNTIL THE CONDUIT SYSTEM IS COMPLETE. USE MINERALAC NO. 100 OR EQUIVALENT AS A LUBRICANT TO FACILITATE THE INSTALLATION OF THE CONDUCTORS IN THE CONDUIT SYSTEM.

7.4.

FURNISH & INSTALL TIME SWITCHES, PHOTOCELLS, CONTACTORS & FULL LIGHTING CONTROL SYSTEMS AS REQUIRED FOR LIGHTING CONTROLS INDICATED ON THE DRAWINGS.

LIGHTING INVERTERS SHALL HAVE A CENTRAL BATTERY AS EMERGENCY POWER SOURCE FOR EGRESS LIGHTING w/ SIZE & VOLTAGE AS INDICATED ON THE DRAWINGS.

DEVICE PLATES SHALL BE EQUAL TO SIERRA SMOOTH-LINE PLASTIC WALL PLATES. COLOR SHALL BE WHITE, U.N.O.

8.1.

TELEPHONE WALL OUTLETS SHALL CONSIST OF STANDARD BOXES MOUNTED 18" ABOVE THE FLOOR U.N.O. CONNECT OUTLETS TO TELEPHONE TERMINAL w/ SEPARATE 3/4" CONDUIT U.N.O. ON DRAWINGS. PROVIDE A TERMINAL MOUNTING BOARD FOR THE INCOMING SERVICE CABLE.

13.1.

7.3.

9.1.

BUS CONNECTIONS: BOLTED. ACCESSIBLE FROM FRONT FOR MAINTENANCE. PROVIDE BELLEVILLE WASHERS FOR CONNECTION & PROPERLY TORQUE.

ENCLOSURE SHALL BE STEEL, w/ HINGED LOCKABLE DOORS, SUITABLE FOR FLOOR MOUNTING. MANUFACTURER's STANDARD CORROSION-RESISTANT FINISH.

11. TELEPHONE SYSTEM

WIRING DEVICES

7.1.

IN INACCESSIBLE LOCATIONS, MAKE CONNECTIONS BY EXOTHERMIC WELD PROCESS. IN ACCESSIBLE LOCATIONS, CONNECTIONS SHALL BE MADE w/ BOLTED THROUGH, APPROVED SOLDERLESS BRONZE GROUNDING DEVICES.

14.1.

4.5.

14.9.

RACEWAYS MAY NOT BE USED AS A GROUNDING CONDUCTOR FOR POWER & LIGHTING CIRCUITS. ALL CONDUITS SHALL HAVE SEPARATE CODE SIZED GREEN GROUND WIRE INSTALLED IN THE CONDUIT TO INSURE A CONTINUOUS GROUNDING PATH.

10.8.

12.3.

SWITCHBOARDS

4.1.

10.6.

PANELBOARDS TO BE PROVIDED w/ COPPER BUSSING ONLY.

WIRE

BOXES INSTALLED FOR THE ALARM, COMPUTER, & SECURITY SYSTEM SHALL BE PROVIDED w/ APPROPRIATE COVER PLATES. BOXES FOR TELEPHONE, COMPUTER, T.V., FIRE ALARM, SECURITY, & SIMILAR SYSTEMS SHALL BE MIN. 4" SQUARE AND 2-1/8" DEEP.

WHERE PANELBOARDS ARE INSTALLED FLUSH w/ THE WALLS, EXTEND EMPTY CONDUITS FROM THE PANELBOARD TO AN ACCESSIBLE SPACE ABOVE OR BELOW. PROVIDE 3/4" (MIN. SIZE) CONDUIT FOR EVERY (3) THREE SINGLE SPARE CIRCUIT BREAKERS OR SPACE EQUIVALENT MULTI-POLE ARRANGEMENT, OR FRACTION THEREOF, BUT NOT LESS THAN (2) TWO CONDUITS FOR EACH PANEL.

WHEN INDICATED ON THE DRAWINGS, EQUIPMENT GROUNDING CONDUCTORS SHALL BE EXTENDED FROM THE GROUND BUS IN THE DISTRIBUTION EQUIPMENT TO THE RECEPTACLE, FIXTURE OR DEVICE LUGS WHERE THEY ARE PROVIDED. WHERE LUGS ARE NOT PROVIDED, EQUIPMENT GROUNDING CONDUCTORS SHALL BE CONNECTED TO EQUIPMENT ENCLOSURES. THE CONNECTIONS SHALL BE ARRANGED SUCH THAT REMOVAL OF THE RECEPTACLE, EQUIPMENT GROUND CONDUCTORS, OR GROUND JUMPERS FROM GROUND BUSING SHALL NOT AFFECT THE GROUND SYSTEM.

UNIT SHALL CONTAIN GROUP DISPLAYS, INDICATIONS & BASIC SYSTEM CONTROLS ON COMMON CONTROL PANEL ON FRONT OF UPS ENCLOSURE.

16. SHOP DRAWINGS & APPROVALS

8. 3.4.

PROVIDE A TYPEWRITTEN CIRCUIT INDEX BEHIND CLEAR PLASTIC ON THE INSIDE OF THE DOOR. INFORMATION SHALL INCLUDE ROOM & TYPE LOAD SERVED. ALL CIRCUIT BREAKERS SHALL BE IDENTIFIED, INCLUDING SPARES. INDEX CARD FRAME SHALL BE METAL, SECURED TO DOOR.

GROUND BUSES & NEUTRAL BUSES IN ALL DISTRIBUTION PANELS, SWITCHBOARDS, PANELBOARDS, & THOSE PROVIDED IN ANY EQUIPMENT SHALL BE ISOLATED EXCEPT WHERE REQUIRED TO BE CONNECTED AS SPECIFIED ABOVE FOR THE SERVICE ENTRANCE & IN TRANSFORMER TERMINAL COMPARTMENTS.

14.8.

14.5.

UPON RESTORATION OF THE COMMERCIAL AC SOURCE, THE RECTIFIER/CHOPPER POWERS THE INVERTER WHILE SIMULTANEOUSLY RECHARGING THE BATTERY BANK.

ARCH SED I N E I A M A. L

CT TE

PERFORM THE EXCAVATION, CUTTING, FITTING, REPAIRING, & FINISHING OF THE WORK NECESSARY FOR THE INSTALLATION OF THE EQUIPMENT OF THIS SECTION. HOWEVER, NO CUTTING OF THE WORK OF OTHER TRADES OR OF ANY STRUCTURAL MEMBERS SHALL BE DONE w/o THE CONSENT OF THE ARCHITECT.

5.5.

OUTLET, PULL, & JUNCTION BOXES

3.1.

WIRE TERMINATION FOR PANELBOARDS & CIRCUIT BREAKERS SHALL BE LISTED AS SUITABLE FOR 75 DEGREES CELSIUS.

A GROUND BUS SEPARATE FROM THE NEUTRAL BUS SHALL BE PROVIDED IN ALL SWITCHBOARDS & PANELBOARDS. GROUND BUS SHALL BE TORQUED (CHECKED) PRIOR TO ENERGIZING EQUIPMENT PER MANUFACTURER's RECOMMENDATIONS.

OR AM

Plotted: 3/27/2019 8:06 AM (salumbaugh) File: 61_a2105_e1.2_elec spec.dwg

EXCAVATION, CUTTING & FITTING

9.1.

5.4.

6.3.

CONDUITS SHALL BE ROUTED SURFACE ON THE STRUCTURE, PARALLEL & PERPENDICULAR TO THE STRUCTURE.

10.4.

10.5.

ALL CONDUIT SYSTEMS SHALL HAVE A CODE SIZED COPPER GROUND CONDUCTOR INCREASE CONDUIT SIZE AS REQUIRED.

2.11.

10.3.

C - 24421

8/31/2019

THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT & LOCATIONS OF THE ELECTRICAL WORK. DATA PRESENTED ON THESE DRAWINGS ARE AS ACCURATE AS PLANNING CAN DETERMINE, BUT FIELD VERIFICATION OF ALL DIMENSIONS, LOCATIONS, LEVELS, ETC., TO SUIT FIELD CONDITIONS IS REQUIRED. REVIEW ALL ARCHITECTURAL, STRUCTURAL, & MECHANICAL DRAWINGS & ADJUST ALL WORK TO MEET THE REQUIREMENTS OF CONDITIONS SHOWN. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. DISCREPANCIES BETWEEN DIFFERENT PLANS, OR BETWEEN DRAWINGS & SPECIFICATIONS, OR REGULATIONS & CODES GOVERNING THE INSTALLATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE THE DATE OF BID OPENING. IF DISCREPANCIES ARE NOT REPORTED, THE CONTRACTOR SHALL BID THE GREATER QUANTITY OR BETTER QUALITY, & APPROPRIATE ADJUSTMENTS WILL BE MADE AFTER CONTRACT AWARD. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD MEASURE & CONFIRM MOUNTING HEIGHTS & LOCATION OF ELECTRICAL EQUIPMENT w/ RESPECT TO COUNTERS, RADIATION, ETC. DO NOT SCALE DISTANCES OFF THE ELECTRICAL DRAWINGS, USE ACTUAL BUILDING DIMENSIONS.

CONDUITS & OUTLETS SHALL BE CONCEALED w/ THE BUILDING STRUCTURE, EXCEPT THAT CERTAIN MOTOR & LIGHTING FEEDER CONDUITS MAY BE RUN EXPOSED IN CERTAIN AREAS AS INDICATED ON THE DRAWINGS. CONDUITS SHOWN TO BE INSTALLED IN CABINETS, COUNTERS, & CASEWORK SHALL BE RUN AS DIRECTED BY THE ARCHITECT.

CONDUIT PENETRATION THROUGH ROOF SHALL HAVE ROOF FLASHING w/ CAULK TYPE COUNTER FLASHING SLEEVE. INSTALLATION SHALL BE WATERTIGHT.

PERFORM ALL EXCAVATION & BACK FILLING REQUIRED FOR WORK PERFORMED UNDER THIS DIVISION OF THE SPECIFICATIONS. USE EXCAVATED MATERIALS FOR BACKFILL UNLESS OFF SITE MATERIALS ARE DEEMED NECESSARY.

DRAWINGS

8.1.

KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS, OR RUBBISH CAUSED BY EMPLOYEES OR WORK UNDER THIS DIVISION OF THE SPECIFICATIONS. AT THE COMPLETION OF THE WORK REMOVE ALL SURPLUS MATERIALS, TOOLS, ETC., & LEAVE THE PREMISES BROOM-CLEAN.

5.3.

SCHEDULE 40 PVC CONDUIT SHALL BE PERMITTED UNDERGROUND w/ PROPER FITTINGS, ALL U.L. APPROVED & CEMENTED JOINTS. PENETRATIONS THROUGH FLOOR SLABS & BENDS GREATER THAN 22 DEGREES SHALL BE WRAPPED RIGID GALVANIZED STEEL ELBOWS.

2.10.

EXCAVATION

7.1.

ARRANGE FOR TIMELY DELIVERY OF MATERIALS & EQUIPMENT TO THE JOB SITE IN ORDER TO MINIMIZE THE LENGTH OF TIME BETWEEN DELIVERY & INSTALLATION. COVER & PROTECT ANY MATERIAL THAT MAY BE AFFECTED BY WEATHER WHILE IN TRANSIT OR STORED AT THE PROJECT SITE. ANY MATERIAL FOUND DEFECTIVE OR NOT INSTALLED IN ACCORDANCE w/ THE CONSTRUCTION DOCUMENTS MAY BE REJECTED BY THE ENGINEER.

COVER METALLIC CONDUIT CONTACTING THE EARTH w/ POLYETHYLENE TAPED SPIRAL WRAPPED, 1/2 LAPPED TO PROVIDE 20 MIL. THICKNESS. TAPE SHALL BE SCOTCH NO. 50 TAPE. CONDUITS & DUCTS NOT UNDER BUILDINGS & FEEDER DUCTS SHALL COMPLY w/ N.E.C. 300-5. MAKE JOINTS w/ COMPOUND WATERTIGHT. FITTINGS & CONDUIT BODIES SHALL BE STEEL. NO DIECAST FITTINGS.

STORAGE AND HANDLING OF MATERIAL

5.1.

WHERE CONDUITS ENTER OUTLET BOXES, FIXTURES OR CABINETS, FIRMLY FASTEN w/ STEEL SET SCREW, COMPRESSION CONNECTORS, OR DOUBLE LOCKNUTS FOR GALVANIZED RIGID CONDUIT. ALL CONNECTIONS SHALL HAVE BUSHINGS OR INSULATED THROAT CONNECTORS. FIRMLY FASTEN CONDUIT TO THE BUILDING CONSTRUCTION. RUN EXPOSED CONDUIT PARALLEL TO THE BUILDING LINES, SUPPORTED BY APPROPRIATE HANGERS (UNISTRUT, T & B, APPLETON, OR EQUAL).

2.4.

2.7. 4.2.

ELECTRICAL METALLIC TUBING MAY BE USED IN INDOOR LOCATIONS NOT IN CONTACT w/ EARTH, NOT IN CONCRETE SLABS OR WALLS & NOT SUBJECT TO DAMAGE.

2.1.5.

2.3. 3.2.3.

INTERMEDIATE METAL CONDUIT MAY BE USED IN INDOOR LOCATIONS NOT IN CONTACT w/ THE EARTH.

PVC MAY BE USED IN OR BELOW CONCRETE & DIRECTLY BURIED IN EARTH.

THE FOLLOWING INDUSTRY STANDARDS, SPECIFICATIONS, & CODES ARE MIN. REQUIREMENTS:

3.2.1.

GALVANIZED RIGID STEEL CONDUIT, w/ A 20 MIL PVC COATING WILL BE USED WHEN IN CONTACT w/ EARTH.

2.1.4.

CODES, REGULATIONS AND STANDARDS

3.1.

ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC CONDUIT EXCEPT AS PERMITTED BELOW:

THE CIRCUIT BREAKERS SHALL BE OPERABLE IN ANY POSITION & BE REMOVABLE FROM THE FRONT OF THE PANELBOARD w/o DISTURBING ADJACENT UNITS. BRANCH BREAKERS SHALL BE OF SUCH DESIGN THAT COMBINATION OF SINGLE-P, DOUBLE-P, & TRIPLE-P BREAKERS CAN BE ASSEMBLED ON THE SAME PANEL. EACH BRANCH CIRCUIT SHALL BE CLEARLY NUMBERED. BRANCH & MAIN TERMINALS SHALL BE OF THE SOLDERLESS TYPE. HANDLE TIES TO FORM MULTI-POLE BREAKERS NOT ACCEPTABLE.

14.7.

UNIT SHALL COMPLY w/ NATIONAL FIRE PROTECTION AGENCY 70, AMERICAN NATIONAL STANDARDS INSTITUTE C62.41 (IEEE 587), INTERNATIONAL ORGANIZATION FOR STANDARDIZATION 9001, 14001 & BE U.L. 1778 LISTED. THE UPS SHALL SUSTAIN A FULL-CAPACITY OUTPUT FOR A MIN. OF 40 MINUTES. PROVIDE BATTERIES THAT ARE MAINTENANCE FREE, ABSORBED GLASS MAT (AGM) w/ AN EXPECTED LIFE OF NO LESS THAN 10 YEARS.

AT E

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

ISSUED FOR P.C. SUBMITTAL

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

E1.2

PLAN CHECK SUBMITTAL: 2019_03_21

14.6.

ELECTRICAL SPECIFICATIONS

ELECTRICAL PANELS, SERVICING, CONDUITS, WIRING, ETC. FOR ALL OUTLETS & EQUIPMENT.

CIRCUIT BREAKER TYPE AS INDICATED ON DRAWINGS. U.N.O., ALL PANELS SHALL HAVE PANELBOARD TYPE CONSTRUCTION w/ BOLT-ON CIRCUITS. BREAKERS FOR 3PHASE PANELS. MANUFACTURER's SHALL BE GENERAL ELECTRIC, SQUARE D, SIEMENS, CUTLER-HAMMER OR EQUAL w/ VOLTAGE, SIZES, & RATINGS AS INDICATED ON DRAWINGS.

GROUNDING CONDUCTOR (NEUTRAL) OF THE WIRING SYSTEM SHALL BE CONNECTED TO THE SYSTEM GROUNDING CONDUCTOR AT A SINGLE PLACE IN EACH SYSTEM BY REMOVABLE BONDING JUMPERS; SIZED ACCORDING TO THE APPLICABLE PROVISIONS OF THE N.E.C. THE GROUNDED CONDUCTOR (NEUTRAL) TO THE GROUNDING CONDUCTOR CONNECTION SHALL BE LOCATED IN THE ENCLOSURE FOR THE SYSTEM's OVERCURRENT PROTECTION OR WHERE OTHERWISE INDICATED ON THE PLANS OR SPECIFICATIONS.

1.1.2.

5.1.

10.2.

SHEET TITLE

LIGHTING FIXTURES AS INDICATED & SPECIFIED ON THE PLANS.

ALL MATERIALS SHALL BE NEW & OF THE QUALITY SPECIFIED ON THE PLANS OR SPECIFICATIONS & MUST CARRY THE U.L.'s APPROVAL COVERING THE PURPOSE FOR WHICH THEY ARE USED & MEET ALL REQUIREMENTS OF CURRENT APPLICABLE CODES & REGULATIONS.

PANELBOARDS

1.1.1.

1.1.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

FURNISH & INSTALL A COMPLETELY WIRED & OPERATIONAL ELECTRICAL SYSTEM AS SHOWN & SPECIFIED ON THE DRAWINGS HEREIN, INCLUDING BUT NOT LIMITED TO, THESE ITEMS:

MATERIALS

saff RON

1.1.

L IC

CONDITIONS

PROJECT LOCATION

PART II - PRODUCTS & EXECUTION

WI L

PART I - GENERAL

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

LIGHTING TITLE - 24

PROJECT LOCATION

SHEET TITLE

saff RON

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

CONSULTANT

C - 24421

8/31/2019

AT E

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

Plotted: 3/27/2019 8:06 AM (salumbaugh) File: 62_a2105_e1.3_elec t24.dwg

REVISIONS 2019-03-21

ISSUED FOR P.C. SUBMITTAL

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

E1.3 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PLAN CHECK SUBMITTAL: 2019_03_21

WI L

CT TE

ARCH SED I N E I A M A.

OR AM

L IC

STAMP

GENERAL NOTES (AS APPLICABLE)

LUMINAIRE SCHEDULE

PROVIDE A DISCONNECTING MEANS FOR EACH MULTI-WIRE LIGHTING BRANCH CIRCUIT IN ACCORDANCE w/ N.E.C. 410.130(G)(1) THRU (3). DISCONNECTING MEANS SHALL BE LOCATED AT POINT WHERE CIRCUIT ORIGINATES & SHALL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS.

REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL LIGHTING FIXTURES.

VERIFY EXACT CEILING CONSTRUCTION w/ ARCHITECTURAL REFLECTED CEILING PLAN & PROVIDE LIGHTING FIXTURES w/ ALL NECESSARY MOUNTING HARDWARE.

COORDINATE EXACT LIGHTING FIXTURE LOCATIONS w/ MECHANICAL EQUIPMENT & DUCT WORK PRIOR TO ROUGH-IN.

ALL RECESSED FIXTURES SHALL BE PROVIDED w/ ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY CURRENTLY ACCEPTED EDITION OF ALL APPLICABLE NATIONAL, STATE, & CITY CODES, ORDINANCES, AND AMENDMENTS.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409

ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED w/ A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL.

www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

ALL FLUORESCENT DIMMING ZONES/CHANNELS SHALL BE PROVIDED w/ 3 LINE VOLTAGE CONDUCTORS (NEUTRAL, DIMMED HOT, SWITCHED HOT) OR 2 LINE VOLTAGE CONDUCTORS/2 CONTROL CONDUCTORS AS REQUIRED BY THE CONTROL/BALLAST TYPE.

ALL EMERGENCY BATTERY PACK FIXTURES & NIGHT LIGHT FIXTURES SHALL BE PROVIDED w/ AN UN-SWITCHED CONSTANT HOT CONNECTION TO THE CHARGING LEAD.

REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CHEVRONS & NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL & ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS.

CLIENT

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

10. ALL ELECTRICAL EQUIPMENT LOCATED OUTSIDE SHALL BE WEATHERPROOF. 11. ALL LOW VOLTAGE WIRING NOT RUN IN CONDUIT SHALL BE PLENUM RATED.

CONSULTANT 12. PROVIDE UNIFORM DUAL LEVEL SWITCHING OF LIGHTS IN ROOMS WHERE (2) TWO SWITCHES ARE SHOWN CONNECTED TOGETHER. GENERAL CONTRACTOR TO PROVIDE ALL NECESSARY CONDUCTORS FOR ALL DUAL SWITCHING APPLICATIONS AS SHOWN ON PLAN. 13. CONTRACTOR TO PROVIDE ALL NECESSARY TRAVELER CONDUCTORS FOR ALL 3 & 4 WAY SWITCHING APPLICATIONS. 14. ALL EXTERIOR BUILDING MOUNTED LIGHTING SHALL BE 2#8,1#8 GROUND IN A 3/4"C, U.N.O. 15. GENERAL CONTRACTOR SHALL VERIFY CEILING FIRE RATING w/ ARCHITECT, & BOX OR TENT ALL RECESSED LIGHT FIXTURES, IF REQUIRED, TO MAINTAIN CEILING FIRE RATING.

CEILING MOUNTED PHOTOCELL EQUAL OR EQUIVALENT TO ACUITY PHOTOCELL CONTROL (CM ADC VLP LT).

DIMMING OCCUPANCY WALL SWITCHES EQUAL OR EQUIVALENT TO ACUITY CONTROLS (WSX PDT D 347 WH 8H).

CEILING EXHAUST FAN INTERLOCKED TO THE LIGHTING CONTROL SWITCH/SENSOR. PROVIDE RELAY AS REQUIRED. INSTALL PER MANUFACTURER's REQUIREMENTS. REFER TO MECHANICAL PLANS FOR EXACT LOCATION.

120W CURRENT LIMITER INSTALLED / ATTACHED TO THE LINE VOLTAGE TRACK FEED. /HOMERUN CIRCUIT. (NOT USED)

3 WAY SWITCH WITH DIMMER. (NOT USED)

TIME CLOCK MOUNTED NEAR PANELBOARD.

SHOW WINDOW RECEPTACLE MOUNTED ON CEILING 18" OFF THE TOP OF THE WINDOW.

PP-4

4 10

SD PANEL 'PP'

LIGHTING CONTROL DIAGRAM

SD SD SD SD

PP-6 1

PRIMARY DAYLIGHT AREA

11 5

ALL-GENDER RESTROOM 204

GYP. BOARD. +10'-0" CLG. HT.

1 PP-14

J 2

5 5

2019-03-21

TO LIGHTING VIA SWITCHES/SENSOR CONTROLS 120V

ENTRY 201 11

HALLWAY 203

OF CA LI FOR

REVISIONS

LP-11

EXIT

AT E

RENEWAL DATE

PP-12

PP-16 1 PP-10 1

C - 24421

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

ENTRY

3 6

8/31/2019

PP-8

EXIT

Plotted: 3/27/2019 8:06 AM (salumbaugh) File: 64_a2105_e2.1_elec lite.dwg

1 PP-2

PANEL 'LP'

ARCH SED I N E I A M A.

OPEN TO (E) STRUCTURE ABOVE

GYP. BRD. +9'-0" SFFT. HT.

EXIT

STAMP

GYP. BOARD. +11'-0" CLG. HT.

±13'-0" OPEN TO STRUCTURE ABOVE

N 2

PP-2

PP-4

PP-6

PP-8 PP-10

PP-12

PP-14

PP-16

DINING 202

DATE 2019.03.21

±13'-0" OPEN TO STRUCTURE ABOVE

GYP. BOARD. +9'-0" CLG. HT.

LIGHTING PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

ISSUED FOR P.C. SUBMITTAL

SCALE 1/4" = 1'-0"

MANUAL OVERRIDE SWITCH (MAY BE MECHANICAL SPRING WOUND) FOR 2 HOURS MAX., (CA ENERGY CODE SECTION 131 (D). LABEL 'LIGHT OVERRIDE SWITCH').

365 DAYS, 24 HOURS PROGRAMMABLE TIMER/ TIME CLOCK, PER CA ENERGY CODE SECTIONS 119 & 131 (D).

RELAY COIL & CONTACTORS FOR LIGHTINGS. NOTE: ALL CONTROL DEVICES SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION.

PROJECT NUMBER A2105

SHEET NUMBER

E2.1

PLAN CHECK SUBMITTAL: 2019_03_21

WALL/CEILING MOUNTED OCCUPANCY SENSOR TO BE EQUAL OR EQUIVALENT TO ACUITY CONTROLS (CM PDT 10 R LT).

LIGHTING PLAN

WASH/PREP AREA 206

SHEET TITLE

PROVIDE 1 - 2 HOURS MANUAL OVERRIDE SWITCH FOR TIME CLOCK. COORDINATE EXACT LOCATION.

WI L

GYP. BOARD. +9'-0" CLG. HT.

saff RON

PROVIDE A WEATHER PROOF JUNCTION BOX & A MANUAL DISCONNECT SWITCH FOR CONNECTION TO BUILDING SIGNAGE. COORDINATE EXACT LOCATION OF SIGNAGE PRIOR TO ROUGH-IN.

L IC

COOK/SERVICE AREA 207

CT TE

ROUTE CIRCUIT THROUGH TIME CLOCK. REFER TO CONTACTOR SCHEDULE ON SAME SHEET FOR MORE INFORMATION.

OR AM

EXIT

(E) ADJACENT TENANT (N.I.C.)

PROJECT LOCATION

KEYNOTES

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

16. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE w/ AN APPROVED FIRE STOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL.

GENERAL NOTES (AS APPLICABLE) 1.

REFER TO MECHANICAL & PLUMBING DRAWINGS FOR EQUIPMENT LOCATION & REQUIREMENTS.

ALL RECEPTACLES & OUTLETS LOCATED ON FURNITURE SHALL BE COORDINATED w/ ARCHITECTURAL DRAWINGS PRIOR TO ROUGH IN.

VERIFY EXACT LOCATION OF ALL EQUIPMENT PER ARCHITECTURAL DRAWINGS.

ALL EXTERIOR DISCONNECTS SHALL BE N.E.M.A. 3R RATED.

EXTERIOR RECEPTACLES SHALL BE WEATHERPROOF TYPE.

CONTRACTOR TO COORDINATE (RG-6) UTILITY SERVICE DROP AT OFFICE BACKBOARD (TTB) & DISTRIBUTION TO SPECIFIED LOCATIONS.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 7.

COORDINATE w/ ARCHITECTURAL PLANS FOR TV MOUNTING HEIGHT & LOCATIONS PRIOR TO ROUGH IN.

P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

KEYNOTES

COOK/SERVICE AREA 207

E-09

R-05

E-10

E-01

E-06

WASH/PREP AREA 206

GFI LP-16 LP-28

LP-1

PROVIDE POWER TO WALK-IN COMBO CONDENSER. CONTRACTOR TO VERIFY AMPERAGE OF EQUIPMENT & PROVIDE THE CORRECT CONDUCTORS, CONDUIT, & BREAKER SIZE. INSTALL PER MANUFACTURER's RECOMMENDATION.

POS UNDER FIXTURE. RUN DATA/CABLE/PHONE/POWER AS REQUIRED. COORDINATE EXACT LOCATION & REQUIREMENTS TO THE OWNER.

PROVIDE GFCI POWER & DATA JACK AS REQUIRED. COORDINATE EXACT LOCATION & REQUIREMENTS TO THE OWNER.

J-BOX FOR AIR CURTAIN. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION & REQUIREMENTS.

3' X 4' X 3/4" THK FIRE RATED BACKBOARD FOR TELEPHONE TERMINAL BOARD (TTB). PROVIDE 1 1/2 " EMPTY CONDUIT w/ PULL STRING CONNECTED TO THE MAIN LANDLORD TELEPHONE/CABLE CABINET. ELECTRICAL CONTRACTOR TO PROVIDE DEDICATED QUAD OUTLET & GROUNDING (#6 GR.) CONNECTION TO THE MAIN BUILDING GROUNDING SYSTEM. VERIFY & COORDINATE EXACT ROUTING/LOCATION & REQUIREMENTS.

J-BOX FOR ELECTRONIC LAVATORY FAUCET. COORDINATE EXACT LOCATION & REQUIREMENTS.

E-17

R-04

E-16

3 9

R-03

LP-10

LP-3,5

LP-27,29

REFER TO EQUIPMENT/FIXTURE SCHEDULE ON SHEET E5.1 FOR MORE INFORMATION.

LP-7 R-06

R-02 11

WP, GFI 7

J E-07

LP-24

LP-23

E-14 E-11

LP-12 LP-18

8 LP-33

LP-21 8

ENTRY 201

STAMP

DINING 202

CT TE

ALL-GENDER RESTROOM 204

ARCH SED I N E I A M A.

OR AM

L IC

E-14

HALLWAY 203

SHEET TITLE

LP-4

PROJECT LOCATION

5-tier

LP-20,22

ENTRY

5-tier

LP-2

PANEL 'LP'

PP-31,33 J

GFI

18x60

PANEL 'PP' LP-31

C - 24421

8/31/2019

AT E

RENEWAL DATE

PP-35

5-tier

LP-8

OF CA LI FOR

Plotted: 3/27/2019 8:06 AM (salumbaugh) File: 65_a2105_e2.2_elec powr.dwg

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

ISSUED FOR P.C. SUBMITTAL

DATE 2019.03.21

PROJECT NUMBER A2105

SHEET NUMBER

POWER PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

E2.2

PLAN CHECK SUBMITTAL: 2019_03_21

LP-14

4 29

POWER PLAN

LP-26

2 J

PROVIDE POWER TO WALK-IN COMBO. CONTRACTOR TO VERIFY AMPERAGE OF EQUIPMENT & PROVIDE THE CORRECT CONDUCTOR, CONDUIT, & BREAKER SIZE. INSTALL PER MANUFACTURER'S RECOMMENDATION.

WI L

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

LP-6

PROVIDE POWER TO CIRCULATING PUMP AS REQUIRED. REFER TO PLUMBING SCHEDULES FOR MORE INFORMATION. COORDINATE HEIGHT & EXACT LOCATION w/ MECHANICAL CONTRACTOR PRIOR TO ROUGH IN (VERIFY).

CONSULTANT

7 1

PROVIDE POWER TO TANKLESS WATER HEATERS. REFER TO PLUMBING SCHEDULES FOR MORE INFORMATION. COORDINATE HEIGHT & EXACT LOCATION w/ MECHANICAL CONTRACTOR PRIOR TO ROUGH IN.

saff RON

(E) ADJACENT TENANT (N.I.C.)

EMAIL: simon83k@gmail.com

GENERAL NOTES (AS APPLICABLE) 1.

VERIFY EXACT LOCATIONS OF ALL EQUIPMENT PER ARCHITECTURAL/MECHANICAL DRAWINGS.

CONTRACTOR TO VERIFY ALL EXISTING DISCONNECTS ARE N.E.M.A. - 3R RATED.

CONTRACTOR TO VERIFY ALL EXISTING EXTERIOR RECEPTACLES TO BE IN WEATHERPROOF TYPE.

POWER TO HOOD EXHAUST FAN. PROVIDE ALL NECESSARY CONNECTION FOR A COMPLETE FUNCTIONAL HOOD EXHAUST SYSTEM. REFER TO MECHANICAL SCHEDULE FOR MORE INFORMATION & FOR MECHANICAL DRAWINGS FOR EXACT LOCATION.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

45AF/60AS, 208V, 3P, WP. DS.

KEYNOTES

PP-26

PP-7,9,11 1"C, 3#8 + #10 GR.

(N) AIR CONDITIONER UNIT (AC-1). SEE MECHANICAL DRAWINGS.

(N) MAKE UP AIR UNIT (MUA-1). SEE MECHANICAL DRAWINGS.

(N) KITCHEN EXAUST FAN (EF-1). SEE MECHANICAL DRAWINGS.

(N) RESTROOM EXAUST FAN (EF-2). SEE MECHANICAL DRAWINGS.

(N) DUPLEX RECEPTACLE FOR ROOFTOP UNIT MAINTENANCE.

3 1 PP-1,3, 3/4"C, 2#12 + #12 GR. PP-41 1/2"C, 2#12 + #12 GR.

PROJECT LOCATION

SAFFRON SPACE

15AF/30AS, 120V, 1P, WP. DS.

15AF/30AS, 208V, 2P, WP. DS.

STAMP

CT TE

ARCH SED I N E I A M A.

OR AM

L IC

EF 2

MUA 1

WI L

15AF/30AS, 208V, 3P, WP. DS.

SHEET TITLE

PP-25,27,29 3/4"C, 3#12 + #12 GR.

EF 1

C - 24421

8/31/2019

AT E

RENEWAL DATE

OF CA LI FOR

Plotted: 3/27/2019 8:06 AM (salumbaugh) File: 66_a2105_e2.3_elec roof.dwg

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21

ISSUED FOR P.C. SUBMITTAL

DATE 2019.03.21

PROJECT NUMBER A2105

SHEET NUMBER

ELECTRICAL ROOF PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

E2.3

PLAN CHECK SUBMITTAL: 2019_03_21

AC 1

saff RON

WP,GFI

ELECTRICAL ROOF PLAN

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

ADJACENT TENANT (N.I.C.)

ADJACENT TENANT N.I.C.

FEED THRU: NO

I/G BUS: NO

WIRES: 4

LOCATION LOADS

CIRCUITS

DESCRIPTION

TRIP AMPS

POLES

15A

1,000

MUA-1

SPARE

20A

AC-1

45A

200 500 350 400

3,000

350

3,000

1,200

3,000

SPARE

20A

SPARE

20A

SPARE

20A

250 120

POLES

TRIP AMPS

20A

GROUND

BUS: 225

F204

3/4"C

4#12

#12

A.I.C.: 22,000

F304

3/4"C

4#10

#10

FED FROM:

F404

1"C

4#6

#10

F504

3/4"C

4#8

#10

DESCRIPTION

CIRCUITS

LOADS

NOTES

HALLWAY / RESTROOM LIGHTS

F604

1"C

4#4

#10

20A

KITCHEN / FOOD PREP LIGHTS

F704

1-1/4"C

4#4

20A

DINING LIGHTS

F804

1-1/4"C

4#2

20A

RECEPTION LIGHTS

F904

1-1/4"C

4#2

20A

DINING LIGHTS

F1004

100

1-1/2"C

4#1

20A

STORE SIGNAGE

F1254

125

2"C

4#1/0

20A

DINING LIGHTS

F1504

150

2"C

4#1/0

20A

DINING LIGHTS

F1754

175

2"C

4#2/0

20A

SPARE

F2004

200

2"C

4#3/0

225

2-1/2"C

4#4/0

SPARE

20A

SPARE

20A

SPARE

F2504

250

3"C

4#250KCMIL

SPARE

20A

TIME CLOCK / CONTACTOR PANEL

F4004

400

4"C

4#500KCMIL

EF-1

15A

20A

ROOF OUTLET

F6004

600

(2) 3"C.

4#350KCMIL

20A

DUCT SMOKE DETECTOR (VERIFY)

F8004

800

(2) 4"C

4#500KCMIL

#1/0

20A

SPARE

F10004

1000

(3) 4"C

4#500KCMIL

#3/0

20A

SPARE

F12004

1200

(4) 3"C

4#350KCMIL

#3/0

20A

SPARE

F16004

1600

(5) 4"C

4#500KCMIL

#4/0

20A

SPARE

F20004

2000

(5) 5"C

4#600KCMIL

250KCMIL

90A

NEW PANEL 'LP'

F30004

3000

(8) 5"C

4#500KCMIL

500KCMIL

F40004

4000

(10) 5"C

4#600KCMIL

500KCMIL

500 1,000

360 1,000

WIC CONDENSER (VERIFY) (N)

20A

SPARE

20A

SPARE

20A

EF-2

15A

180 1,000

WIC (R-02), VERIFY (N)

20A

1,000 1,000 500 7,865 9,270 4,097

500 A

TOTAL LOAD DEMAND

16,038

17,413

12,285

TOTAL DEMAND AMPS

134A

145A

102A

LOAD CLASSIFICATION

3PH, 3W, w/ GROUND

71% BALANCE

FEEDER

AMPS

CONDUIT

CONDUCTOR

GROUND

F203

3/4"C

3#12

#12

PANEL LOADS

F303

3/4"C

3#10

#10

DEMAND FACTOR

ESTIMATED DEMAND

125%

TOTAL CONNECTED LOAD (VA): 42,642

F403

3/4"C

3#8

#10

KITCHEN EQUIPMENT LOAD = K

2,500

100%

2,500

TOTAL ESTIMATED DEMAND (VA): 45,735

F503

1"C

3#6

#10

LIGHTING LOAD = L

3,370

125%

4,213

TOTAL CONNECTED (AMPS): 118

F603

1"C

3#4

#10

MOTOR LOAD = M

14,500

100%

16,750

TOTAL ESTIMATED DEMAND (AMPS): 127

F703

1"C

3#4

100%

F803

1-1/4"C

3#2

21,732

100%

21,732

F903

1-1/4"C

3#2

540

100%

540

F1003

100

1-1/4"C

3#1

F1253

125

1-1/2"C

3#1/0

F1503

150

1-1/2"C

3#1/0

F1753

175

1-1/2"C

3#2/0

F2003

200

2"C

3#3/0

F2253

225

2-1/2"C

3#4/0

F2503

250

2-1/2"C

3#250KCMIL

F4003

400

4"C

3#500KCMIL

NON-CONTINUOUS LOAD = N PANEL LOAD = P RECEPTACLE LOAD = R PANEL SCHEDULE NOTES:

PROVIDE LOCK-ON DEVICE.

PROVIDE CFCI TYPE DEVICE.

PROVIDE "HACR" TYPE CIRCUIT BREAKER FOR HVAC E.

PROVIDE LOCK-OFF DEVICE.

PROVIDE ARED CIRCUIT BREAKER

10.

CIRCUIT BREAKER CONTROLLED BY ANSUL SYSTEM. REFER TO HOOD FIRE SYSTEM INTERLOCK DIAGRAM.

PROVIDE A NEW BREAKER TO (E) TYPE & A.I.C. RATING IN PANEL.

PROVIDE PHOTOCELL AND TIME CLOCK WITH RELAYS FOR EXTERIOR LIGHT CONTROL. REFER TO EXTERIOR LIGHTING CONTROL DIAGRAM ON SHEET E2.1.

EXISTING BREAKER. CIRCUIT MADE AVAILABLE THROUGH DEMOLITION.

11. PROVIDE HANDLE- TIE TO SHUT DOWN CIRCUITS SIMULTANEOUSLY.

PANEL 'LP' (NEW) MOUNTING: RECESSED

DOUBLE LUG: NO

VOLTS: 208Y/120V

MAIN: MLO

F6003

600

(2) 3"C.

3#350KCMIL

NEMA 3R: NO

200%: NO

PHASES: 3

BUS: 125

F8003

800

(2) 4"C

3#500KCMIL

#1/0

FEED THRU: NO

I/G BUS: NO

WIRES: 4

A.I.C.: 22,000

F10003

1000

(3) 3"C

3#500KCMIL

#3/0

FED FROM:

F12003

1200

(4) 3"C

3#350KCMIL

#3/0

F16003

1600

(5) 3"C

3#500KCMIL

#4/0

LOCATION NOTES

LOADS

CIRCUITS

TRIP AMPS

POLES

TELEPHONE BACKBOARD

20A

500

POS UNDER FIXTURE (QUAD)

20A

POS UNDER FIXTURE (QUAD)

20A

KITCHEN RECEPTACLE

20A

SPARE

20A

SHOW WINDOW RECEPTACLE

20A

SPARE

20A

SPARE

20A

SPARE

20A

AIR CURTAIN

20A

AIR CURTAIN

20A

ANSUL SYSTEM (VERIFY)

20A

WATER HEATER IGNITER (VERIFY)

20A

CP-1 (VERIFY)

20A

GEN RECEPTACLE

20A

GEN RECEPTACLE

20A

SPARE

20A

SPARE

39 41

667 900

828 900

621 1,380

540

719 1,725

540 1,000 456

200 1,050

POLES

TRIP AMPS

20A

CIRCUITS

LOADS

REF - 2DR (R-03)

F20003

2000

(5) 4"C

3#600KCMIL

250KCMIL

20A

REF - 3DR (R-04)

F30003

3000

(8) 3"C

3#500KCMIL

500KCMIL

20A

CHEF BASE (R-05)

F40003

4000

(10) 4"C

3#600KCMIL

500KCMIL

20A

REF (R-06)

20A

BLENDER (E-06)

VOLTAGE DROP WIRE TABLE

20A

ICE MAKER (E-07)

110VOLT, SINGLE PHASE, MAXIMUM 3% VOLTAGE DROP

20A

SHRWARMA (E-09)

LENGTH OF RUN

10'-25'

26'-50'

51'-100'

101'-150

151'-200'

AMPS

20A

WARMER (E-10)

CU WIRE

#12

20A

TEA BREWER (E-11)

CU WIRE

#12

#10

CU WIRE

#10

CU WIRE

DESCRIPTION

WARMER (E-16)

20A

1,050

300

NOTES

20A

WARMER (E-17)

CU WIRE

20A

FOOD PREP OUTLETS (VERIFY)

CU WIRE

20A

IGNITER (FRYER), VERIFY

CU WIRE

#00

20A

SPARE

CU WIRE

#00

#000

100

20A

SPARE

20A

SPARE

LENGTH OF RUN

10'-25'

26'-50'

51'-100'

101'-150

151'-200'

AMPS

20A

SPARE

CU WIRE

#12

#10

20A

SPARE

CU WIRE

#12

#10

SPARE

20A

SPARE

CU WIRE

#10

SPARE

20A

SPARE

CU WIRE

100

300

456

600

720 180

180 180

360 720

TOTAL LOAD DEMAND

5,383

4,264

3,871

TOTAL DEMAND AMPS

45A

36A

32A

LOAD CLASSIFICATION CONTINUOUS LOAD = C KITCHEN EQUIPMENT LOAD = K

72% BALANCE

CONNECTED LOAD

DEMAND FACTOR

ESTIMATED DEMAND

125%

TOTAL CONNECTED LOAD (VA): 16,532

10,152

65%

6,599

TOTAL ESTIMATED DEMAND (VA): 12,979

LIGHTING LOAD = L

125%

MOTOR LOAD = M

100%

TOTAL ESTIMATED DEMAND (AMPS): 36

1,560

100%

1,560

100%

4,820

100%

4,820

PANEL LOAD = P RECEPTACLE LOAD = R

ALL SERVICE ENTRANCE EQUIPMENT, SWITCHBOARDS, DISTRIBUTION BOARDS, & PANELBOARDS RATED AT 400 AMPS OR GREATER, SHALL BE PROVIDED w/ A MAIN OVERCURRENT DEVICE & BUSSING RATED AT 100%%% CONTINUOUS OPERATION.

ALL BRANCH OR FEEDER CIRCUIT OVER-CURRENT DEVICES RATED AT 400 AMPS OR HIGHER SHALL BE RATED FOR 100%%% CONTINUOUS OPERATION.

CONTRACTOR SHALL SUBMIT SWITCHBOARD SHOP DRAWINGS TO THE SERVING UTILITY FOR APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL SECURE CONFIRMATION THAT THE PROPOSED SWITCHBOARD COMPLIES w/ THE POWER COMPANY REGULATIONS.

P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

ALL BUSSING SHALL BE COPPER OR ALUMINUM IN CONSTRUCTION. MAIN HORIZONTAL & VERTICAL BUSSING SHALL BE FULL CAPACITY IN ALL SWITCHBOARD SECTIONS.

7.2.

HORIZONTAL & VERTICAL BUSSING SHALL BE FULL LENGTH. ALL BUSSING SHALL HAVE A MIN. WITHSTAND RATING EQUAL TO THE AVAILABLE FAULT CURRENT INDICATED, BUT IN NO CASE SHALL THE RATING BE LESS THAN 65,000 AMPS, SYMMETRICAL.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

GROUND FAULT RELAY SETTINGS:

8.1.

TO MINIMIZE NUISANCE TRIPPING OF THE MAIN & FEEDER BREAKER, THE CONTRACTOR SHALL ADJUST THE GROUND FAULT RELAY SETTINGS FOR ALL THE GFP DEVICES TO BE HIGHER THAN ALL DOWNSTREAM GFP & NON-GFP DEVICES. THE GROUND FAULT CURRENT PICK-UP & TIME DELAY SETTINGS SHALL BE ADJUSTED, PER THE MANUFACTURERS RECOMMENDATIONS, RESULTING FROM A CONTRACTOR/MANUFACTURER PREPARED COORDINATION STUDY - WHICH SHALL BE DOCUMENTED IN THE SHOP DRAWING SUBMITTAL.

8.2.

DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL GROUND FAULT RELAYS SHALL BE SET AT THE SHORTEST AVAILABLE TIME DELAY.

8.3.

AFTER ALL SETTINGS HAVE BEEN ADJUSTED, THE CONTRACTOR SHALL HAVE THE GROUND FAULT SYSTEM TESTED BY AN INDEPENDENT TESTING AGENCY PER N.E.C. 230-95 (C). THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE LOCAL AUTHORITY HAVING JURISDICTION & THE TEST RESULTS SHALL BE DELIVERED TO THE ENGINEER OF RECORD.

RANCHO CUCAMONGA, CA 91730

BUSSING:

7.1.

9483 HAVEN AVENUE, SUITE 100

CONSULTANT

DRY TYPE TRANSFORMERS:

9.1.

DRY TYPE TRANSFORMERS OVER 112-1/2KVA SHALL HAVE A MIN. CLASS 155 INSULATION RATING SYSTEM.

9.2.

ALL DRY TYPE TRANSFORMERS SHALL BE COMPLETELY ENCLOSED EXCEPT FOR VENTILATED OPENINGS.

10. EACH SERVICE DISCONNECTING MEANS, & THE EXTERIOR DOOR PROVIDING ACCESS TO THE DISCONNECTING MEANS, LOCATED IN AN APPROVED ELECTRICAL ROOM, SHALL BE PERMANENTLY MARKED w/ A 1 FOOT SQUARE YELLOW SIGN w/ 1" HIGH X 1/4" STROKE BLACK LETTERING OR NUMBERS AS REQUIRED BY CODE & THE AUTHORITY HAVING JURISDICTION.

SINGLE LINE DIAGRAM EXISTING MSB: 3000A, 120/208V, 3PH, 4W (VERIFY)

STAMP

(E) (E)

200A 3P

ARCH SED I N E I A M A. L

C - 24421

8/31/2019

208VOLT, SINGLE PHASE, MAXIMUM 3% VOLTAGE DROP

AT E

(E)

RENEWAL DATE

OF CA LI FOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

SB (E)

REVISIONS 2019-03-21

ISSUED FOR P.C. SUBMITTAL

(N) 2 "C, 4#3/0 + #8 GR.CU.

PANEL LOADS

TOTAL CONNECTED (AMPS): 46

NON-CONTINUOUS LOAD = N

CT TE

SPARE

ALL TERMINATIONS & ENCLOSURES SHALL BE RATED FOR USE w/ 75 DEGREE CELSIUS CONDUCTORS.

OR AM

Plotted: 3/27/2019 8:06 AM (salumbaugh) File: 67_a2105_e4.1_elec schd diag.dwg

DESCRIPTION

SERIES CONNECTED DEVICES SHALL HAVE BEEN INVESTIGATED BY U.L. IN COMBINATION w/ THE END USE EQUIPMENT, & THE EQUIPMENT IN WHICH THESE DEVICES ARE USED SHALL BE MARKED w/ THE SERIES CONNECTED RATING. ALL EQUIPMENT SHALL BE MARKED IN ACCORDANCE w/ N.E.C. REQUIREMENTS.

COPPER FEEDER SCHEDULE

CONNECTED LOAD

CONTINUOUS LOAD = C

F2254

1,000

CONDUCTOR

PANEL 'PP' (N)

PANEL 'LP' (N) 1 1/2"C, 4#3 + #8 GR.CU.

DATE 2019.03.21 PROJECT NUMBER A2105

SHEET NUMBER

PANEL SCHEDULE NOTES:

PROVIDE LOCK-ON DEVICE.

PROVIDE CFCI TYPE DEVICE.

PROVIDE "HACR" TYPE CIRCUIT BREAKER FOR HVAC E.

PROVIDE LOCK-OFF DEVICE.

PROVIDE ARED CIRCUIT BREAKER

10.

CIRCUIT BREAKER CONTROLLED BY ANSUL SYSTEM. REFER TO HOOD FIRE SYSTEM INTERLOCK DIAGRAM.

PROVIDE A NEW BREAKER TO (E) TYPE & A.I.C. RATING IN PANEL.

PROVIDE PHOTOCELL AND TIME CLOCK WITH RELAYS FOR EXTERIOR LIGHT CONTROL. REFER TO EXTERIOR LIGHTING CONTROL DIAGRAM ON SHEET E2.1.

EXISTING BREAKER. CIRCUIT MADE AVAILABLE THROUGH DEMOLITION.

11. PROVIDE HANDLE- TIE TO SHUT DOWN CIRCUITS SIMULTANEOUSLY.

E4.1

PLAN CHECK SUBMITTAL: 2019_03_21

PHASES: 3

CONDUIT

ONE LINE DIAGRAM AND ELECTRICAL SCHEDULES

200%: NO

AMPS

NEMA 3R: NO

FEEDER

SHEET TITLE

MAIN: MLO

VOLTS: 208Y/120V

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

DOUBLE LUG: NO

ALL OVERCURRENT DEVICES IN AN INDIVIDUAL PIECE OF EQUIPMENT SHALL HAVE AN AIC RATING EQUAL TO THE OVERALL RATING OF THE EQUIPMENT.

saff RON

MOUNTING: RECESSED

WI L

3PH, 4W, w/ GROUND

L IC

PANEL 'PP' (NEW)

NOTES

GENERAL NOTES (AS APPLICABLE)

COPPER FEEDER SCHEDULE

PROJECT LOCATION

PANEL SCHEDULES

EQUIPMENT / FIXTURE SCHEDULE

GENERAL NOTES R-01

F-14

18x36

CUTSHEET ITEM #4

DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED WALL (GWB), UNLESS OTHERWISE NOTED ON PLANS.

R-04

SANDWICH / SALAD PREP REFRIGERATOR -3DR - CASTER

72 3/8"L x 30 1/8"D x 34"H

TRUE

TSSU-72-18-ADA-H C

1/2" DRAIN

115V/60/1 7.2A

CUTSHEET ITEM #2

R-05

2 DRW REFRIGERATED CHEF BASE

48 3/8"L x 32 1/8"D x 20 3/8"H

TRUE

TRCB-48

115V / 60 / 1 5.4A

R-06

REFRIGERATED SELF-SERVICE COUNTER TYPE II - CASTERS

36-1/4"L x 24-1/8"D x 32-3/4"H

STRUCTURAL CONCEPTS

CO3324R-UC-E3

110-120V/60/1 12A

E-09 E-10

E-01

P-08

STAINLESS STEEL TABLE 4" REAR

16"Lx 30"D x 35"H

F-02

STAINLESS STEEL TABLE 4" REAR

18"Lx 30"D x 35"H

F-03

STAINLESS STEEL TABLE 4" REAR

F-04

STAINLESS STEEL TABLE 4" REAR

F-05

5-tier

SYRUP RACK

P-14 P-05

WASH/ PREP AREA 206

P-03 F-20

POS

30x48

5-tier

18x60

FREEZER

72"L x 30"D x 35"H

GSW

WT-PB3072

F-08

STAINLESS STEEL TABLE 4" REAR

84"L x 30"D x 35"H

GSW

WT-PB3084

F-09

STAINLESS STEEL TABLE 4" REAR

96"L x 30"D x 35"H

GSW

WT-PB3096

F-10

STAINLESS STEEL CABINET

GSW

CUSTOM

60"L x 30"D x 34"H (MAX.)

GSW

CUSTOM

5 TIER WIRE SHELVING w/ CASTERS

24" x 18" x 74"

METRO

DRY STORAGE

5 TIER WIRE SHELVING w/ CASTERS

36" x 18" x 74"

METRO

DRY STORAGE

5 TIER WIRE SHELVING w/ CASTERS

48" x 18" x 74"

METRO

DRY STORAGE

5 TIER WIRE SHELVING w/ CASTERS

60" x 18" x 74"

METRO

DRY STORAGE

F-17

5 TIER WIRE SHELVING (WALK-IN)

24" x 18" x 74"

METRO

EPOXY COATED

F-18

5 TIER WIRE SHELVING (WALK-IN)

36" x 18" x 74"

METRO

EPOXY COATED

F-19

5 TIER WIRE SHELVING (WALK-IN)

48" x 18" x 74"

METRO

EPOXY COATED

60" x 18" x 74"

METRO SALSBURY INDUSTRIES

EPOXY COATED

VENTED

F-12 F-13

F-20

5 TIER WIRE SHELVING (WALK-IN)

F-21

EMPLOYEE LOCKERS

F-22

ADA CASHIER COUNTER

P.O.S

2 1

DEEP FRYER

E-02 E-03

HOTPLATE COUNTERTOP

D-05

F-11 E-07 E-08

E-11 E-14

HALLWAY 203

D-02 D-01

D-08

D-06

119.4175

EQUIPMENT/ FIXTURE PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

1/4" = 1'-0"

GSW

WS-W1448

60" x 14" x 10 7/8"

GSW

WS-W1460

72" x 14" x 10 7/8

GSW

WS-W1472

36" x 18"

METRO

42" x 18"

METRO

48" x 18"

METRO

60" x 18"

METRO

34" x 8" x 13"

BOBRICK

Y SUPER-ERECTA-ME TROSEAL-3 SUPER-ERECTA-ME TROSEAL-3 SUPER-ERECTA-ME TROSEAL-3 SUPER-ERECTA-ME TROSEAL-3

15 5/8"W x 32"D x 34"H

PITCO

VF35

3/4" NPT GAS IN

70K BTU

24"W x 33"D x 15.5"H

CENTAUR

CGR-24

3/4" NPT GAS IN

60K BTU

12.13"W x 29.41"D x 13.08"H

CENTAUR

CHP-12

3/4" NPT GAS IN

50K BTU

14 3/4"W x 13 1/2"L x 23 7/16"H

ROBOT COUPE

CL 50

120V / 60 / 1 12A

HOSHIKAZI

KM-600MAH

ICE MAKER (COMPACTIBLE w/ FREESTYLE COCA COLA MACHINE)

E-08

1 1

SODA DISPENSER

E-09 E-10

DRAWER WARMERS

E-11

1 1 1 3 1

ICE TEA BREWER

SHAWARMA MACHINE

COCA COLA

Series 9000

18"W x 22"D x 46"

AXIS

AX-VB4

29 1/4"W x 21 1/2"D x 10 7/8" H

WELLS

RW-16HD

BUNN

ITCB

11.5"L x 22"Dx 34"H

CO2 TANK - 50 lbs SYRUP RACK AIR CURTAIN GREASE HOOD

18"L x 16"D x 77.1"H

DRAIN TO F.S.

1/2" NPT

120

44,382 BTU

36"L

MARS

12'L x 4'D

CAPTIVEAIRE 1/2" DRAIN w/ VALVE 0.5" WASTE

SERVING COUNTER - WARM CASTERS

42"L x 34"D x 34"H

VOLLRATH + WELLS

M37021 + RW-16HD

60"L x 30"D x 35"H

GSW

WT-PS3060L / R

72"L x 30"D x 35"H

GSW

WT-PS3072L / R

18" BOWL

GSW

SE18183D

1/2" CW -1/2" HW

57 1/2"L x 57 1/2"W x 45"H

GSW

SE18183C

1 COMPARTMENT SINK (LEFT DRAIN BD)

39 1/8"L x 24"D x 45"H

GSW

1 COMPARTMENT SINK (RIGHT DRAIN BD)

39 1/8"L x 24"D x 45"H

HAND SINK W/ SPLASH GUARDS

P-08

1 1

SPLASH GUARD INSERT TYPE

P-09 P-10

SPLASH GUARD MOUNTING TYPE w/ BACK BLACKFLOW FLOW MOP BASIN SINK w/ PREVENTER DEVICE HAND SINK W/ SPLASH GUARDS (HALL)

10.1A

CUTSHEET ITEM #3

3.8A

CUTSHEET ITEM #1

STAMP

GSW

SE18181R

1/2" CW -1/2" HW

DIRECT TO F.S.

12 1/2"L x 17 7/8"D x 5 5/8"H

GSW

HS-1217S

1/2" CW -1/2" HW

DIRECT TO F.S.

21 15/16"L x 11"H

GSW

SP-SH1810

FIELD VERIFY L/R

CUSTOM SIZE

GSW

SP-S -

24"L x 24"D x 13"H

GSW

SE2424FM

1/2" CW -1/2" HW

DIRECT TO DRAIN

15 3/4"L x 15 1/4"D x 13 3/8"H

KROWNE

HS-26L

1/2" C.W. -1/2" H.W.

DRAIN TO F.S.

18-12DST

1/2"CW 1/2"H.W.

DRAIN TO F.S.

24 x 24 TOP

AMKO

TBD

28 x 48 TOP

AMKO

TBD

BOOTH - DOUBLE

ARCH SED I N E I A M A. L

C - 24421

8/31/2019

AT E

RENEWAL DATE

OF CA LI FOR

Y 2" CW - 1.6 H.W. 1.6" GAS

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS Y

2019-03-21

ISSUED FOR P.C. SUBMITTAL

199K BTU

COSCO RF 48" x 24" x 42"H

CHAIR - LOW BARSTOOL TBD 24 90" x 24x 28" or 30 x 48

COSCO RF AMKO

TBD

AMKO

TBD

AMKO

TBD

200 1/2" 20" TBD 27 xx 27

CUSTOM

TBD

DATE 2019.03.21

119 1/2" 27"x 18" R TBD

CUSTOM

TBD

PROJECT NUMBER A2105

D-10

CHAIR - EXTERIOR

AMKO

TBD

D-11

CHAIR - EXTERIOR

AMKO

TBD

TRASH BIN

120/60/1

TABLE - INTERIOR

208V

Y SEE PLAN

DIRECT TO F.S.

TABLE - INTERIOR

TABLE -- EXTERIOR CUSTOM (RND. w/ UMBRELLA)

1/2" CW -1/2" HW

C199i KBD3237FFUDC

SE18181L

RINNAI

D-09

120/60/1 25A

18.3" L x 10.1"D x 25.7"H

DIRECT TO F.D.

THERMACO

D-08

1/2" CW -1/2" HW

SEE PLAN & CUT SHEET

CUSTOM (SQ. w/ TABLE -- EXTERIOR UMBRELLA)

120/__ /3.8A

GREASE INTERCEPTOR

CUSTOM TABLE -- EXTERIOR

P-13

BOOTH - END CAP

DIRECT TO F.D.

KROWNE

19 17 1

FIELD VERIFY L/R

10" x 14" x 6" D BOWL

2 4

UNDERBAR HAND SINK

TANKLESS WATER HEATER NATURAL GAS

FIELD VERIFY L/R

P-12

115V/ 2.4A

LPN2 36

E-17

M37023

P-07

COCA COLA

VOLLRATH

80"L x 34"D x 34"H

3 COMPARTMENT CORNER SINK (BOH)

COCA COLA

SERVING COUNTER - WARM CASTERS

3 COMPARTMENT SINK (BOH)

115-120V / 60 / 1 15A max.

PREP TABLE WITH SINK

3/8" O.D WATER-IN 3/4" FTP WATER OUT

E-16

1 1

B-239

22"L x 27 5/8"D x 37 7/16"H

E-07

D-12

SCALE

48" x 14" x 10 7/8"

120V / 60 / 1 6.25A

D-07

WSB55

14" IMMERSION BLENDER

D-02

WS-W1436

WARING

D-06

6.5

GSW

5"W x 5.5"D x 29"H

E-06

D-05

36" x 14" x 10 7/8"

120V / 60 / 1 15A

D-04

2.1

GX14IS

D-03

WS-W1424

STAR

DINING D-01

GSW

16.5"W x 20"D x 11"H

30x48

24" x 14" x 10 7/8"

SANDWICH / PANINI GRILL

P-14

18.0000

CUSTOM

E-05

P-11

D-09

VARIES, DIM. PER PLAN

FOOD PROCESSOR

E-14 D-05

70000 SERIES

E-04

P-06

D-05 TYP.

30x48

Plotted: 3/27/2019 8:07 AM (salumbaugh) File: 68_a2105_e5.1_equipment plan.dwg

ALL-GENDER RESTROOM 204

24" GRIDDLE COUNTERTOP

PER PLAN

CONSULTANT

CT TE

F.D.

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

DINING 202

EMAIL: simon83k@gmail.com F-14

P-04

ENTRY 201

F.S.

STAINLESS STEEL CABINET w/ HINGED DR STAINLESS STEEL CABINET w/ HINGED DR

CLIENT

CUSTOM

SEE PLAN & CUT SHEET 48"L x 30"D x 34"H (MAX.)

D-02

D-12

OR AM

5-tier

D-01

WT-PB3036

STAINLESS STEEL TABLE 4" REAR

P-05

D-02

GSW

F-07

P-03

D-02

WEST COAST | CENTRAL | EAST COAST

36"Lx 30"D x 35"H

CUSTOM BOOTH SEAT

D-06 TYP.

Y Y

P-02

D-12 D-07 5-tier

5-tier

18x60

WT-PB3030

WT-PB3060

PLUMBING FIXTURE P-01 PREP TABLE WITH SINK

D-05

WALK-IN COMBO 205

18x60 5-tier

18x60

COOLER

F-16

F-22

GSW

WT-PB3048

E-14

POS

www.AmorArch.com

30"Lx 30"D x 35"H

GSW

E-15

R-02

5-tier

F-20

GSW

E-13

E-17

WT-PB3018

48"L x 30"D x 35"H

E-12

R-04

P. 909.259.9971 | F. 909.944.8409

GSW

60"L x 30"D x 35"H

P-09

ENTRY

F-05

18x60

R-03

R-06 P-10

COOK/SERVICE AREA 207 E-16

E-12

STAINLESS STEEL TABLE 4" REAR

16x18

CUSTOM

STAINLESS STEEL TABLE 4" REAR

F-15

F-9

9483 HAVEN AVENUE, SUITE 100

F-06

F-11

P-02

CUTSHEET ITEM #6

RANCHO CUCAMONGA, CA 91730

FIXTURE F-01

P-07

E-13

18x36

115V/60/1 5.8A

E-15

F-9

1/3" DRAIN

F-05

P-07

DRAIN TO F.S./F.D.

TSSU-48-12-ADA-H C

E-06

WF-08

QUICK SHIP

TRUE

E-03

WF-08

MASTER-BILT

48 3/8"L x 30 1/8"D x 34"H

E-01

F-21

PER PLAN

SANDWICH / SALAD PREP REFRIGERATOR - 2DR - CASTERS

(E) ADJACENT TENANT (N.I.C.)

WF-10

P-07

R-03

6.5

E-02

DRAIN TO F.S./F.D.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT EVER SCALE DRAWINGS.

F-16

R-05

QUICK SHIP

CUSTOM WALK-IN COMBO

12. DRINK DISPENSER CONTROL AT ACCESSIBLE REACH RANGES FROM 15-1/8" MIN. TO 47-7/8" MAX. ALSO REFER TO DETAIL 12, SHEET T1.3

MASTER-BILT

2.1

PER PLAN

R-02

10. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL NEW DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID.

CUSTOM WALK-IN FREEZER

SHEET NUMBER

E5.1

PLAN CHECK SUBMITTAL: 2019_03_21

NSF UL

EQUIPMENT/FIXTURE PLAN AND SCHEDULE

REMARKS

ELECTRICAL

L IC

PLUMBING

SHEET TITLE

NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS.

MODEL NUMBER

MANUFACTURER

28662 MARGUERITE PARKWAY SUITE 201 MISSION VIEJO, CALIFORNIA 92692

SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION.

SIZE

WI L

QT DESCRIPTION REF REFRIGERATOR/ FREEZER

saff RON

SEE FIXTURE PLAN AND FIXTURE DETAILS FOR FIXTURE INFORMATION.

PROJECT LOCATION

MECHANICAL LEGEND

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

LEGENDS & NOTES

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

SHEET TITLE

AIR DISTRIBUTION SCHEDULE

PROJECT LOCATION

saff RON

THC Engineers, Inc.

RESTROOM EXHAUST FAN SCHEDULE

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS

Inline Cabinet Fan TAG

Greenheck Model G-060

Volume External SP Operating Total SP FRPM (CFM) (in wg) Power (hp) 100

0.3

1,550

0.02

Motor Information Motor Windings FLA Encl: RPM

Weight (Lb.)

Size (hp)

V/C/P

1/8

115/60/1

1,550

NOTES

ALL NOTES

OPTIONS AND ACCESSORIES

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

M0.1 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PERMIT SET: 2019_03_21

Plotted: 3/29/2019 1:32 PM (than htut) File: a2105_m0.1_notes & legends.dwg

STAMP

GENERAL NOTES 1.

REFER TO A-SHEETS FOR ALL KITCHEN EQUIPMENT.

ALL JOINTS AND SEEMS FOR EXHAUST DUCT SHALL BE SEALED OR WELDED FOR EASE OF CLEANING. RIVETED SEAMS ARE NOT ACCEPTABLE.

SEE E-SHEET FOR POWER CONNECTION & CONTROL WIRING.

PROVIDE DUCT INSULATION TO SUPPLY & RETURN DUCTS.

PROVIDE COMPLETE TEST AND BALANCE AIR DISTRIBUTION PER PLAN.

ALL DUCT SHALL BE PROVIDED PER SMACNA STANDARDS.

PROVIDE MANUAL VOLUME DAMPER FOR EACH BRANCH DUCT.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

8. 9.

2.1

6.5

(E) ADJACENT TENANT (N.I.C.)

PROVIDE SPIRAL ROUND DUCTS FOR ALL SA & RA DUCTS IN LAY-IN CEILING. PROVIDE HARD DUCTS IN EXPOSED CEILING AREAS.

10. ALL DETAILS RELATED TO KITCHEN HOOD, EXHAUST AND MAKEUP AIR, REFER TO CAPTIVEAIRE DRAWINGS (M5.1, 5.2 & 5.3 SHEETS)

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

COOK/SERVICE AREA 207

CONSULTANT

WASH/PREP AREA 206

EXIT

THC Engineers, Inc.

F-9

FLOOR PLAN KEYNOTES

WATER HEATER MOUNTED AGAINST THE WALL BELOW CEILING. SEE DETAIL 11/M4.1. 18" GREASE EXHAUST DUCT CONNECTED TO HOOD. 4" EXHAUST PIPE FROM WH-1 & WH-2. SEE DETAIL 7/M4.1.

F.S. F.D.

6" EXHAUST DUCT UTR TO EXHAUST FAN. SEE DETAIL 3/M4.1

ENTRY 201

16" GREASE EXHAUST DUCT UTR. SEE CONTINUATION IN M3.1. GREASE DUCT SHALL HAVE SLOPE OF AT LEAST 1/4" PER FOOT TOWARD HOOD & SEE DETAILS IN M5.1 THRU M5.3 SHEETS FOR FIRE RESISTANT DUCT SPEC.

EXIT

HALLWAY 203

DINING 202

30x48

20" MAKEUP AIR DUCT FROM MUA-1. SEE CONTINUATION IN M3.1. SEE DETAILS IN M5.1 THRU M5.3 SHEETS FOR REQUIREMENTS.

H ALL-GENDER RESTROOM 204

PROJECT LOCATION

30x48

PROVIDE DUCT PLENUM (11'-6"x15"x24") APPROX.

ENTRY

EXIT

MECHANICAL FLOOR PLAN

SHEET TITLE

30x48

saff RON

TYP. AIR DEVICE & DUCT SUPPORT INSTALLATION, SEE DETAIL 2/M4.1.

EXIT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

PROVIDE TITLE 24 COMPLIANCE THERMOSTAT AT 4' AFF & CONNECT WIRING TO AC UNIT. SEE DETAIL 5/M4.1.

STAMP

2.1

6.5

Plotted: 3/21/2019 4:23 PM (than htut) File: a2105_m1.1_floor plan.dwg

REVISIONS 2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21

PROJECT NUMBER A2105

SHEET NUMBER

MECHANICAL FLOOR PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

M1.1

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

GENERAL NOTES 1.

THE DRAWING IS PREPARED BASED ON INFORMATION RECEIVED AT THE TIME.

FIELD VERIFY EXACT LOCATIONS OF RELATED ITEMS PRIOR TO START WORK.

GC TO INFORM TO RESPONSIBLE PARTY FOR ANY DEVIATION BEYOND DRAWING SHOWN, UNUSUAL INSTALLATION, OR SIMILAR NON ENGINEERING PRACTICE ARE FOUND.

GC TO USE ANTI-RUSTY MATERIALS & EQUIPMENT WHEREVER NECESSARY AS THIS BUILDING IS LESS THAN 5 MILES AWAY FROM COAST LINE.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

SPECIAL NOTES USE PAINTED OR COATED MATERIAL FOR ANY POTENTIAL RUSTY SURFACES WHEREVER APPLICABLE.

PROVIDE (N) AC UNIT W/ DUCTS, GAS, POWER, CONTROL WIRING. SEE DETAIL 6/M4.1.

TYP.

PROVIDE (N) KITCHEN EXHAUST FAN. SEE M5.1 THRU M5.3 SHEETS FOR DETAILS. DUCT RUNS ABOVE ROOF. SEE DETAIL 8/M4.1 FOR DUCT SUPPORT. SA & RA DUCTS DOWN TO 1ST FLOOR.

TYP.

SAFFRON SPACE

PROVIDE (N) KITCHEN MAKEUP AIR UNIT. SEE M5.1 THRU M5.3 SHEETS FOR DETAILS. PROVIDE RESTROOM EXHAUST FAN WITH ROOF CURB. SEE DETAIL 3/M4.1.

PROJECT LOCATION

CD PIPE DOWN TO 1ST FLOOR.

MECHANICAL ROOF PLAN

TYP.

saff RON

KEYNOTES

SHEET TITLE

TYP.

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

ADJACENT TENANT (N.I.C.)

THC Engineers, Inc.

(E) SLOPE

ADJACENT TENANT N.I.C.

(E) SLOPE

CONSULTANT

STAMP

(E) S

LOPE

PROVIDE EXHAUST AIR OUTLET FROM WH-1 & WH-2. SEE DETAIL 11/M4.1.

LOPE

(E ) S

1-1/2" DRAIN DOWN TO 1ST FLOOR. 1/2" CW SUPPLY FROM 1ST FLOOR. GAS PIPE DOWN TO 1ST FLOOR. SEE DETAIL 4/P4.2.

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

Plotted: 3/21/2019 3:56 PM (than htut) File: a2105_m3.1_roof plan.dwg

REVISIONS 2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

MECHANICAL ROOF PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

M3.1

PERMIT SET: 2019_03_21

ANY EXHAUST OR PLUMBING VENT SHALL HAVE MINIMUM 10 FT AWAY FROM OUTSIDE AIR INTAKE.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

NOTE:

CONSULTANT

REFER TO MANUFACTURER RECOMMENDATION FOR INSTALLATION, TESTING AND OPERATION.

AC UNIT DETAIL

SCALE: NTS

RESTROOM EXHAUST FAN DETAIL

ROOF EXH./VENT CAP DETAIL

SCALE: NTS

TYPICAL DUCT DETAIL

CEILING DIFFUSER DETAIL

SCALE: NTS

THC Engineers, Inc.

SCALE: NTS

WATER HEATER EXHAUST PIPE DETAIL

SCALE: NTS

MECHANICAL DETAILS

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

SHEET TITLE

NOT USED

PROJECT LOCATION

saff RON

12" MIN.

STAMP

ROOF LEVEL NOTE: SEE M5.1 THRU M5.3 FOR SCHEDULES & DETAILS OF KITCHEN HOOD, EXHAUST FAN, DUCT & MAKEUP AIR UNIT.

4" PVC COMBUSTION AIR PIPE BELOW CEILING IN WASH AREA

2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

3" PVC

4" 3"

4" PVC EXHAUST AIR DUCT UTR

4" 3" PVC DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

NOTE: PROVIDE INSTALLATION PER MANUFACTURER RECOMMENDATIONS.

WATER HEATER COMBUSTION & EXHAUST AIR PIPE DETAIL

SCALE: NTS

DUCT SUPPORT DETAIL ON ROOF

SCALE: NTS

T-STAT MOUNTING DETAIL

SCALE: NTS

M4.1

PERMIT SET: 2019_03_21

REVISIONS

3" PVC

4" Plotted: 3/21/2019 4:05 PM (than htut) File: a2105_m4.1 details.dwg

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

DETAILS SHEET TITLE

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

PROJECT LOCATION

saff RON

THC Engineers, Inc.

STAMP

REVISIONS Plotted: 3/21/2019 5:33 PM (than htut) File: a2105_m5.1_captiveair.dwg

2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

EQUIVALENT SHEET REFERENCE MECHANICAL SHEETS

CAPTIVEAIRE SHEETS

M5.1

1 OF 3

DATE 2019.02.21

M5.2

2 OF 3

PROJECT NUMBER A2105

M5.3

3 OF 3

SHEET NUMBER

M5.1 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

THC Engineers, Inc.

EQUIVALENT SHEET REFERENCE

2 OF 3

M5.3

3 OF 3

DETAILS

M5.2

SHEET TITLE

1 OF 3

PROJECT LOCATION

M5.1

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

CAPTIVEAIRE SHEETS

saff RON

MECHANICAL SHEETS

STAMP

REVISIONS Plotted: 3/21/2019 5:36 PM (than htut) File: a2105_m5.2_captiveair.dwg

2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

M5.2 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

DETAILS SHEET TITLE

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

PROJECT LOCATION

saff RON

THC Engineers, Inc.

STAMP

REVISIONS Plotted: 3/21/2019 5:38 PM (than htut) File: a2105_m5.3_captiveair.dwg

2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

EQUIVALENT SHEET REFERENCE MECHANICAL SHEETS

CAPTIVEAIRE SHEETS

M5.1

1 OF 3

DATE 2019.02.21

M5.2

2 OF 3

PROJECT NUMBER A2105

M5.3

3 OF 3

SHEET NUMBER

M5.3 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

9483 HAVEN AVENUE, SUITE 100

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CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

TITLE 24 SHEET TITLE

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

PROJECT LOCATION

saff RON

THC Engineers, Inc.

STAMP

REVISIONS

Plotted: 3/21/2019 4:28 PM (than htut) File: a2105_m6.1_title 24.dwg

2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

M6.1 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

TITLE 24 SHEET TITLE

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

PROJECT LOCATION

saff RON

THC Engineers, Inc.

STAMP

REVISIONS

Plotted: 3/21/2019 4:38 PM (than htut) File: a2105_m6.2_title 24.dwg

2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

M6.2 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

TITLE 24 SHEET TITLE

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

PROJECT LOCATION

saff RON

THC Engineers, Inc.

STAMP

REVISIONS

Plotted: 3/21/2019 4:36 PM (than htut) File: a2105_m6.3_title 24.dwg

2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

M6.3 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

LEGENDS & NOTES SHEET TITLE

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

PROJECT LOCATION

saff RON

THC Engineers, Inc.

STAMP

REVISIONS 2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

P0.1 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PERMIT SET: 2019_03_21

Plotted: 3/21/2019 12:26 PM (than htut) File: a2105_p0.1 legends & notes.dwg

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

9483 HAVEN AVENUE, SUITE 100

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CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

CALCULATIONS & SCHEDULES

SHEET TITLE

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

PROJECT LOCATION

saff RON

THC Engineers, Inc.

STAMP

REVISIONS Plotted: 3/21/2019 12:01 PM (than htut) File: a2105_p0.2_schedules.dwg

2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

NOTES 1.

REFER TO TITLE 24 M-SHEETS FOR WATER HEATING SYSTEM PER TITLE 24 COMPLIANCE.

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

P0.2 C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

GENERAL NOTES 1.

THIS SHEET IS DESIGNED BASED ON (E) AS-BUILT DRAWINGS. ACTUAL SITE LAYOUT MAY HAVE DEVIATION.

VERIFY SITE CONDITION FOR LOCATION, SIZE, ACTUAL CAPACITIES AND ETC. PRIOR TO START PLANNING AND WORK.

SEE P4.1 SHEET FOR ALL PIPE SIZES.

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CLIENT

AVERY PARKWAY

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

(E) TRANSFORMER (E) CLEAN AIR SITE ENTRY SIGN

CONSULTANT

(E) MONUMENT SIGN

(E) ACCESSIBLE SITE ENTRY SIGN

3" (E) CW LINES

THC Engineers, Inc.

BID ALTERNATE NOTES

12 (E) PATIO

(E) PARKING AREA

(E) TRUNCATED DOMES 11B-705.1

(E) ELECTRICAL P.O.C.

RITE

(E) DOMESTIC WATER P.O.C. (E) GAS RISER P.O.C.

(E) BUILDING (N.I.C.)

KEYNOTES CONNECT CW PIPING TO (E) 2" CW LINE. FIELD VERIFY LOCATION.

(E) PARKING AREA BELOW

CONNECT GAS PIPING TO (E) 2-1/2" GAS LINE. FIELD VERIFY LOCATION.

(E) PARKING AREA

DN.

KWA

PAR

CONNECT WASTE PIPING TO (E ) 4" SANITARY WASTE LINE. FIELD VERIFY LOCATION.

PROJECT LOCATION

(E) 1ST FLOOR PATH OF TRAVEL FROM ELEVATOR

(E) ELEV.

RAMP DOWN FROM ABOVE

(E) PARKING AREA

4"(E) W

saff RON

(E) PARKING AREA

(E) GREASE WASTE LINE TO 3,000 GAL. GREASE INTERCEPTOR

(E) COURTYARD

4"(E) GW

GUE

MAR

DN.

4"(E) GW

GW W

(E) PARKING AREA

GAS

(E) 2ND FLOOR PATH OF TRAVEL FROM ELEVATOR

(E) ACCESSIBLE PARKING

ENTRY

PLUMBING SITE PLAN

(E) PARKING AREA BELOW

FOR NOTE-4 BELOW: IF THE (E) 3,000 GAL.GREASE INTERCEPTOR CAPACITY IS NOT SUFFICIENT TO SHARE FOR SAFFRON KITCHEN, ADD (N) GREASE INTERCEPTOR UNIT PER SIZE IN P0.2, APPROX. LOCATION PER P1.1 SHEET. CONTRACTOR NEEDS TO PREPARE DRAWING(S) FOR APPROVAL. ALSO SEE DETAIL 5/P4.3.

(E) HEIGHT GUARD CLEARANCE BAR

SHEET TITLE

AREA OF SAFFRON 1,542 SQ. FT.

(E) PARKING STRUCTURE UNDER SEPARATE APPROVED PERMIT #122459

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

(E) LANDSCAPE AREA

(E) PARKING AREA

(E) BUILDING (N.I.C.)

(E) TRASH ENCLOSURE

(E) PARKING AREA

STAMP

CONNECT GREASE WASTE TO (E) 4" GREASE WASTE LINE. FIELD VERIFY LOCATION. SEE BID ALTERNATE NOTE. (E) DRIVE AISLE BELOW

AREA OF WORK. PL

(E) PARKING AREA BELOW

2-1/2" (E) GAS RISER FROM BELOW.

(E) PARKING AREA BELOW

3,000 GAL. (E) GREASE INTERCEPTOR. VERIFY IN FIELD.

Plotted: 3/21/2019 12:23 PM (than htut) File: a2105_p1.0_site plan.dwg

REVISIONS 2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

(E) BUILDING NOTE: MEP ENGINEERS TO VERIFY (E) GREASE INTERCEPTOR. MUST BE INSTALLED PER MNWD BACKBONE APPROVED GI PLAN

DATE 2019.02.21

PROJECT NUMBER A2105

SHEET NUMBER

PLUMBING SITE PLAN C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1" = 20'-0"

P1.0

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

2.1

6.5

P-02

FS-1

TP P-10

P-05

TP P-07

P-03

ALL RELATED RELATED EQUIPMENT SHALL BE PURCHASED & INSTALLED PER "RETAIL FOOD CONSTRUCTION GUIDE PER THE COUNTY, DIVISION OF ENVIRONMENTAL HEALTH SERVICES (DEHS)"

PROVIDE A SLOPE OF 1/4” PER FOOT OR 2 PERCENT FOR HORIZONTAL DRAINAGE PIPING.

E-03

E-02

E-09

E-01 E-01

PROVIDE A SLOPE OF 1/4” PER FOOT OR 2 PERCENT FOR HORIZONTAL VENT PIPING TOWARD DRAIN.

PIPE SUPPORTS FOR ALL (N) CW PIPES, SEE DETAIL #1/P4.

PIPE SUPPORTS FOR ALL (N) HW PIPES WITH INSULATION. SEE DETAIL 11/P4.2 .

ALL (N) WASTE PIPING ARE INSTALLED UNDER 2ND FLOOR UNO.

VENT, CW, HW PIPING ARE INSTALLED ABOVE CEILING UNO.

VENT SHALL BE LEVEL OR BE SO GRADED AND CONNECTED AS TO DRIP BACK BY GRAVITY TO THE DRAINAGE PIPE IT SERVES.

SEE E-SHEET FOR POWER CONNECTION & CONTROL WIRING.

FS-1

F-9 HW

FD-1 CW

FS-1

R-03

FS-1

1. TP

P-07

F-9

GENERAL NOTES

E-16

R-06 TP

30x48

FD-1

R-04 TP

UTR

GAS

10. ALL DETAILS RELATED TO KITCHEN HOOD AND MAKEUP AIR, REFER TO CAPTIVEAIRE DRAWINGS.

LAV

F.S.

F.D.

UTR

2" (E) GAS

FD-1

ENTRY

TP-1

2" (E) GAS

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CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

11. SEE RISER DIAGRAMS FOR ALL PIPE SIZES. CONSULTANT

12. CONTRACTOR CHECK EXISTING CAPACITY AND FIELD VERIFY FOR LOCATION & INSTALLATION REQUIREMENTS.

30x48

FS-1

GAS, COLD & HOT WATER KEYNOTES

30x48

THC Engineers, Inc.

PROVIDE GAS PIPING WITH SHUT-OFF VALVE TO AC-1 ON ROOF. PROVIDE 1/2" CW PIPE WITH WATER FILTER FOR ICE MAKER E-07.

2.1

6.5

N PROVIDE GAS TYPE TANKLESS WATER HEATER WITH UTILITY CONNECTION. SEE DETAIL 1&2/P4.2.

1/4" = 1'-0"

PROVIDE SOLENOID VALVE IN CEILING SPACE. COORDINATE WITH KITCHEN HOOD MFR FOR FINAL CONNECTIONS.

PROVIDE 2" WATER METER WITH 2" BFP.

2.1

6.5

CW, HW & GAS PIPES DOWN TO WH-1 & WH-2 FOR CONNECTIONS. HAND SINK OR LAV (TYP.). SEE DETAIL 7/P4.2. P-07 (TYP.)

P-02

TRAP PRIMER (TYP.). SEE DETAIL 3/P4.3.

FS-1

F-9

3 COMPARTMENT SINK (TYP.). SEE DETAIL 10/P4.2.

P-05

P-10

P-03

P-07

FS-1

PROVIDE CW AT LOW LEVEL APPROX. 1' AFF FOR TRAP PRIMERS.

F-9

FD-1 FS-1

R-03 FS-1

FS-1

E-16

WASTE & VENT KEYNOTES

R-04

R-06 FD-1 UTR

(N) SANITARY WASTE PIPING UNDER 2ND FLOOR. SEE CONTINUATION IN P1.0 SHEET

30x48

(TYP.)

PROJECT LOCATION

PIPE SUPPORT (TYP.). SEE DETAIL 11/P4.2.

saff RON

1/ 2" CW CONNECTION TO MUA-1.

PLUMBING FLOOR PLAN

GAS, COLD & HOT WATER PIPING LAYOUT

SHEET TITLE

SCALE

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

PROVIDE 4" COMBUSTION AIR PIPE AT 7' AFF & 4" EXHAUST PIPE UP THRU ROOF. SEE DETAIL 7/P4.1.

STAMP

FLOOR SINK (TYP.). SEE DETAIL 6/P4.2. CONNECT 3/4" CD RUNS ABOVE CEILING & DOWN TO FS. TYP. WASTE PIPE RUNS IN DRY WALL.

UTR

LAV

4"(E) GW

F.D.

FD-1

WALL CLEANOUT (TYP.). SEE DETAIL 8/P4.2. HAND SINK OR LAV (TYP.). SEE DETAIL 7/P4.2.

30x48

FS-1 W

GREASE WASTE PIPING RUNS BELOW 2ND FLOOR. FOR CONTINUATION, SEE P1.0 SHEET.

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS 2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

TYP. CLEANOUT BELOW 2ND FLOOR. 30x48

UTR 4"(E) GW

Plotted: 3/21/2019 12:05 PM (than htut) File: a2105_p1.1_floor plan.dwg

F.S.

H 1

2.1

TYP. INDIRECT WASTE DRAIN, SEE DETAIL 2/P4.3.

TYP. FLOOR DRAIN, SEE DETAIL 4/P4.3.

6.5

1-1/2" MUA-1 DRAIN UTR. PIPE SUPPORT (TYP.). SEE DETAIL 11/P4.2.

VTR REFER TO ROOF PLAN. SEE VENT CAP DETAIL 4/P4.2. BID ALTERNATE FOR GREASE INTERCEPTOR. REFER TO P1.0 SHEET.

WASTE & VENT PIPING LAYOUT C COPYRIGHT 2018 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

P1.1

PERMIT SET: 2019_03_21

4"(E) W

WCO

3 COMPARTMENT SINK (TYP.). SEE DETAIL 10/P4.2.

WCO

ENTRY

TP-1

WCO

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CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

PROJECT LOCATION

RISER DIAGRAMS

NTS

SHEET TITLE

SCALE:

saff RON

WASTE & VENT RISER DIAGRAM

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

THC Engineers, Inc.

STAMP

REVISIONS 2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

GAS RISER DIAGRAM

SCALE: NTS

COLD & HOT WATER RISER DIAGRAM

SCALE: NTS

P4.1

PERMIT SET: 2019_03_21

Plotted: 3/21/2019 11:57 AM (than htut) File: a2105_p4.1 riser diagrams.dwg

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

NOTE-4

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CLIENT

1-1/4" GAS 1" CW 1" HW

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494

NOTE-3 NOTE: 1. REFER TO MANUFACTURER RECOMMENDATION FOR INSTALLATION, TESTING AND OPERATION. 2. SEE S-SHEET FOR MOUNTING SUPPORTS. 3. SEE DETAIL #2 FOR CIRCULATION PUMP ASSEMBLY. 4. SEE DETAIL 11/M4.1 FOR EXHAUST & VENT PIPES.

NOT USED

SCALE: NTS

FLOOR SINK DETAIL

SCALE: NTS

NOT USED.

SCALE: NTS

WATER HEATER DETAIL

SCALE: NTS

EMAIL: simon83k@gmail.com

CONSULTANT

THC Engineers, Inc.

COMPARTMENT SINK PIPING DETAIL

SCALE: NTS

HAND SINK PIPING DETAIL

SCALE: NTS

GAS PIPE THRU ROOF DETAIL

NOTE: 1. SELECTION OF THE ITEMS FOR CIRCULATION PUMP ASSEMBLY, VERIFY WITH MANUFACTURER.

SCALE: NTS

WATER HEATER DETAIL (CONTD.)

SCALE: NTS

PROJECT LOCATION

NOTE: OTHER EQUIVALENT DETAIL CAN ALSO BE USED.

PLUMBING DETAILS

LINE CHECK VALVE (TYP.) CIRCULATION PUMP (CP-1) BALL VALVE UNIT CONTROLLER EXPANSION TANK (ET-1)

SHEET TITLE

KEY NOTE:

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

saff RON

1" CW

STAMP

Plotted: 3/21/2019 12:08 PM (than htut) File: a2105_p4.2 details.dwg

REVISIONS 2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

PIPE SUPPORT DETAILS

SCALE: NTS

WALL CLEANOUT DETAIL

SCALE: NTS

FLOOR CLEANOUT DETAIL

SCALE: NTS

P4.2

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

9483 HAVEN AVENUE, SUITE 100

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CLIENT

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO,CALIFORNIA 92692 PHONE: (949) 527 5494 EMAIL: simon83k@gmail.com

CONSULTANT

NOT USED

NTS

TRAP PRIMER CONNECTION DETAIL

FLOOR DRAIN DETAIL

SCALE: NTS

FLOOR DRAIN DETAIL

FLOOR SINK W/ INDIRECT WASTE DRAIN DETAIL

SCALE: NTS

THC Engineers, Inc.

SCALE: NTS

PROJECT LOCATION

NOT USED

PLUMBING DETAILS

SCALE:

SHEET TITLE

NTS

NOT USED

28662 MARGUERITE PARKWAY SUITE #TBD MISSION VIEJO, CALIFORNIA 92692

SCALE:

saff RON

NOT USED

STAMP

Plotted: 3/21/2019 12:14 PM (than htut) File: a2105_p4.3 details.dwg

REVISIONS 2019-03-21 ISSUED FOR PLAN CHECK SUBMITTAL 2019-03-26 ISSUED FOR CLIENT REVIEW

DATE 2019.02.21 PROJECT NUMBER A2105

SHEET NUMBER

NOT USED

SCALE: NTS

NOT USED

SCALE: NTS

GREASE INTERCEPTOR DETAIL

SCALE: NTS

P4.3

PERMIT SET: 2019_03_21

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.