The URL can be used to link to this page

Home My WebLink About2 Hutton Center Dr. Unit# 200 - PlanPlan Check IDSR158539Establishment NameLynnko Bakery Service Date04/07/2026Establishment Address2 Hutton Center Dr, #200, Santa Ana CA 92707 Type ServicePlan Review Plan CheckerOsvaldo Campos Inspector Phone(714) 433-6064 Status of ProjectPLAN APPROVED / AUTHORITY TO CONSTRUCTEstab TypeNEW CON - REST 2000-5999 SQ FT Next StepsRequest InspectionOwnerWHEAT BLOOM LLC 37 Establishment NameLynnko Bakery Plan Check IDSR158539 Service Date04/07/2026Establishment Address2 Hutton Center Dr, #200, Santa Ana CA 92707 Iterative - ViolationsGeneral Inspection Comments: SR158539/FA0023860 Lynnko Bakery, 2 Hutton Center Dr, #200, Santa Ana PLAN APPROVAL REPORT. NOTES: PREVIOUS DBA: RUBIOS RESTAURANTS INC #118 (PR0023922) WATER HEATER PROPOSED: EXISTING BRADFORD GAS STORAGE TANK 76,000 BTU's Establishment NameLynnko Bakery Plan Check IDSR158539 Establishment Address2 Hutton Center Dr, #200, Santa Ana CA 92707 Service Date04/07/2026 How was this report provided InfoA COPY OF THIS REPORT WAS SHARED WITH: PIC NameEmailed admin@jonathanwangdesign.com. PIC Title PIC Signature InspectorInspector: Inspector NameO. Campos Reinspection Fees Inspector Job TitleEnvironmental Health Specialist II Inspector Phone(714) 433-6064 Inspector Emailocampos@ochca.com Permit NumberDA10231571 Lynnko Bakery Bread Menu Signature Toast &Milk Bread 1.Organic Grass-Fed Milk Shokupan 2.Vanilla Cloud Tangzhong Toast 3.Organic Whole Wheat Milk Toast 4.Classic Milk Pretzel Toast 5.Pistachio Lychee Pretzel Mini loaf 6.Vanilla Rice Pudding Toast 7.Taro Coconut Jelly Pretzel Toast 8.Hokkaido Corn Ice Cream Toast 9.Milk Taro Mochi Toast 10.Matcha Crumble Milk Toast 11.Scallion Pork Floss Toast 12.Cheese Corn Pork Sausage Toast 13.Japanese Chestnut Crumble Toast 14.Black Sesame Peanut Mochi Toast 15.Coconut Purple Rice Milk Toast 16.Vanilla Bean Crispy Canelé 17.Strawberry Cream Cheese Toast 18.Pistachio Raspberry Cheesecake Toast 19.Red Bean Milk Mochi Toast 20.Madagascar Vanilla Earl Grey Toast Milk Buns &Mochi Rice Breads 21.Valrhona Chocolate Crunch Rice Bun 22.Matcha Lava Mochi Rice Bun 23.Hojicha Vanilla Rice Bun 24.Blueberry Chocolate Oreo Rice Bun 25.Soy Milk Black Sesame Mochi Bun 26.Japanese Au Lait Red Bean Bun 27.Purple Rice Coconut Cheese Bun 28.Pumpkin Cheese Mochi Bun29.Black Sesame Pistachio Rice Bun Sea Salt Rolls 30.Bacon Cheese Sea Salt Roll 31.Vanilla Cream Cheese Sea Salt Roll 32.Everything Sea Salt Roll 33.Hokkaido Corn Cream Sea Salt Roll 34.Japanese Classic Sea Salt Roll 35.Dubai Chocolate Sea Salt Roll 36.Triple Matcha Yuzu Sea Salt Roll Échiré Butter Croissants 37.Échiré Butter Croissant 38.Échiré Butter Strawberry Cream Croissant 39.Échiré Butter Vanilla Cream Croissant 40.Échiré Butter Chestnut Cream Croissant 41.Échiré Butter Pistachio Cream Croissant Drinks Menu CITY OF SANTA ANA Planning and Building Agency Coffee Cold Brew Coffee Drip Coffee , Matcha & Specialty Matcha Cheese Foam Strawberry Matcha White Peach Mochi Avocado Mango. �j Milk Tea Brown Sugar Boba Milk Tea Creme Brulee Milk Tea Sparkling Drinks Strawberry Sparkling Water Lemon Sparkling Water Peach Sparkling Water Yuzu Sparkling Water Approved FOR PERMIT ISSUANCE Master ID: Date: 0 5' - 0" Room name 101 150 SF 101 1 A101 SIM 1 A101 SIM 1 A101 SIM R4.1 A1C W00.0 ? Name Elevation X Axxx 1 A101 SIM 0' - 0" GRID LINE LEVEL MARKER PLAN ELEVATION LABEL ARCHITECTURAL BUILDING SECTION ARCHITECTURAL WALL SECTION ARCHITECTURAL SECTION DETAIL ARCHITECTURAL PLAN DETAIL ARCHITECTURAL ELEVATION DIMENSION LINE ROOM TAG DOOR TAG WALL TAG WINDOW TAG KEYNOTE TAG OWNERS WHEAT BLOOM LLC A: 2 HUTTON CENTER DR, #200, SANTA ANA, CA 92707. E: xiaohuiwei67@gmail.com DESIGNER JONATHAN WANG A: 12621 WASHINGTON PL, # 202 LOS ANGELES CA 90066 T: (626) 684-6651 E: jwang@jonathanwangdesign.com MEP ENGINEER GMEP ENGINEERS A: 26439 RANCHO PKWY S., STE. #120, LAKE FOREST, 92630 T: (949) 267-9095 E: info@gmepe.com CONSTRUCTION TYPE: TYPE V-B FIRE SUPPRESSION: SPRINKLERED ZONE: COMMERCIAL OCCUPANCY GROUP: B TOTAL FLOOR AREA: 2,062 S.F. OCCUPANCY ANALYSIS:(OCC. LOAD PER CBC 1004.5) CUSTOMER AREA: 554 S.F. (1/15) = 37 DISPLAY AREA: 178 S.F. (1/60) = 3 STAFF ROOM: 59 S.F. (1/150) = 1 SERVICE : 212 S.F. (1/150) = 2 BACK KITCHEN AREA: 869 S.F. (1/200) = 5 UNOCCUPIED = 190 S.F. = N/A TOTAL OCCUPANT LOAD: 48 EGRESS ANALYSIS: -TOTAL BUILDING OCCUPANCY: 48 OCC. LOAD < 50 -1 EXIT REQUIRED , 3 EXITS PROVIDED( EXIT 1, EXIT 2, EXIT 3) -EGRESS WIDTH REQUIRED: 48 X 0.2 = 9.6'' EXIT 1: 72'' PROVIDED > 9.6'' EXIT 2: 36'' PROVIDED > 9.6'' EXIT 3: 36'' PROVIDED > 9.6'' COMMON PATH OF TRAVEL DISTANCE ANALYSIS: PER TABLE 1006.2.1, OCCUPANCY B IS WITH SPRINKLER SYSTEM MAXIMUM COMMON PATH OF TRAVEL DISTANCE IS 100'. LONGEST EXIT ACCESS TRAVEL DISTANCE: 62' < 100' 1. DEMOLISH NON-LOAD BEARING PARTITION WALL 2. NEW NON-LOAD BEARING PARTITION WALL 3. NEW ADA COMPLIANT SERVICE COUNTER 4. NEW INDOOR LED SIGNAGE 5. ADD AND INSTALL NEW FOOD SERVICE EQUIPMENT IN SERVICE AND KITCHEN AREA 6. ADD NEW RECEPTACLES AND LIGHTING FIXTURES 7. INSTALL NEW CASEWORK, WALL FINISH 8. NEW PLUMBING FLOOR SINK, FLOOR DRAIN, HAND SINK, PREP SINK. 9. EXISTING MECHANICAL SYSTEM TO REMAIN THE SAME, MINOR DUCTWORK ONLY PROJECT SITE CONTACTS: JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN PROJECT DATA:SCOPE OF WORK: SHEET INDEX: APPLICABLE CODES: SYMBOL: VICINITY MAP: DEFERRED SUBMITTAL:SEPARATE PERMIT: G 0.01 COVER PAGE Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 G 0.01 COVER PAGE G 0.02 ACCESSIBILITY DETAILS G 0.03 GENERAL NOTES A 1.01 EXISTING SITE PLAN & ACCESSIBILITY A 2.00 DEMO FLOOR PLAN A 2.01 DEMO RCP A 2.02 PROPOSED FLOOR PLAN A 2.03 PROPOSED RCP A 2.04 EGRESS PLAN & ANALYSIS & DOOR SCHEDULE A 2.10 EQUIPMENT PLAN & EQUIPMENT SCHEDULE A 2.11 FINISH PLAN & SCHEDULE, RESTROOM ELEVATIONS A 4.01 INTERIOR ELEVATIONS - SERVICE A 4.02 INTERIOR ELEVATIONS - BACK KITCHEN A 5.01 DETAILS S-0 GENERAL NOTES & STRUCTURAL SPECS S-1 FRAMING PLAN M-1.0 HVAC GENERAL NOTES AND LEGENDS M-1.1 HVAC EQUIPMENT SCHEDULES M-2.0 HVAC CEILING PLAN T-24.0 TITTLE 24 FORMS E-1.0 ELECTRICAL GENERAL NOTES E-1.1 SINGLE LINE DIAGRAM E-2.0 ELECTRICAL LIGHTING PLAN E-3.0 ELECTRICAL POWER PLAN E-LTI ELECTRICAL T24 - INDOOR P-1.0 PLUMBING GENERAL NOTES P-2.0 PLUMBING COLD/HOT WATER & GAS P-3.0 PLUMBING WASTE & VENT 2025 CALIFORNIA BUILDING CODE 2025 CALIFORNIA ENERGY CODE 2025 CALIFORNIA GREEN BUILDING CODE (CALGREEN) 2025 CALIFORNIA MECHANICAL CODE 2025 CALIFORNIA ELECTRICAL CODE 2025 CALIFORNIA PLUMBING CODE 2025 CALIFORNIA FIRE CODE LOCAL MUNICIPAL CODE THE BUILDING AND SITE ARE WITHIN FULL COMPLIANCE OF CBC 11-B 1. FIRE SPRINKLER SYSTEM TI 2. FIRE ALARM SYSTEM TI 1. SIGNAGE PLUMBING FIXTURE CALCULATIONS: PER CPC 422.2 EXCEPTION (3), IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 50 OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES. OCCUPANCY GROUP: B OCCUPANCY LOAD = 48 < 50 REQUIRED: 1 TOILET FACILITY PROVIDED: 1 TOILET FACILITY REVISIONS NO. DATE DESCRIPTION C JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN G 0.02 ACCESSIBILITY DETAILS Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 2025 REVISIONS NO. DATE DESCRIPTION JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN G 0.03 GENERAL NOTES Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 REVISIONS NO. DATE DESCRIPTION MA C A R T H U R P L TRASH 9 4 PROJECT SITE 2 1 5 5 6 7 E MACARTHUR BLVD HUTTON CENTRE DR HUTTON CENTRE DR 5' - 0 " 12 ' - 0 " 19'-0" VAN ACCESSIBLE PARKING VAN ACCESSIBLE PARKING VAN ACCESSIBLE PARKING VAN ACCESSIBLE PARKING NOTES JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN KEYNOTES A 1.01 EXISTING SITE PLAN & ACCESSIBILITY Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1" = 20'-0"1 SITE PLAN 1. PROVIDE ILLUMINATED EXIT SIGN PER \CBC BACK-UP POWER 90 MIN. 2. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 3. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 4. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 5. ALL HANDICAP ACCESSIBLE PATH OF TRAVEL SHALL NOT HAVE ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2 % REPECTIVELY. 6. BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. SEE FIG. 6 / G0.02 7. SELF CLOSING DOOR HARDWARE SHALL BE ADJUSTED TO HAVE A MINIMUM 5 SECONDS OF CLOSING SPEED FROM OPEN POSITION TO CLOSE POSITION. 1. (E) ACCESSIBLE PATH OF TRAVEL TO PUBLIC RIGHT OF WAY 2. (E) ACCESSIBLE PATH OF TRAVEL TO ACCESSIBLE PARKING STALLS 3. (E) STANDARD PARKING 4. RESERVED PARKING VAN ACCESSIBLE, SEE FIG.9/ G0.02 FOR DETAIL 5. (E) CURB RAMP W/ TRUNCATED DOMES, SEE FIG.14 /G0.02 FOR TRUNCATED DOME DETAIL 6. (E) TRASH ENCLOSURE 7. (E) MAIN ENTRANCE 8. (E) SIDE WALK 9. (E) ACCESSIBLE PARKING SPACE, SEE FIG.8 /G0.02 FOR ADA PARKING SIGNAGE DETAIL 10. (E) LANDSCAPE 11. (E) PATH TO AREA OF REFUSE 12. (E) ELE METER REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (E) WALLS TO BE DEMOLISHED (E) FLOOR TILES TO BE DEMOLISHED (E) FLOOR TILES TO REMAIN (E) ELEMENT TO BE DEMOLISHED (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSING L5 (E) FLOOR SINK(F.S.) (E) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT 5'-1" 11 ' - 7 1 / 4 " 7' - 1 1 / 4 " 13 ' - 0 " 7" 2' - 1 1 " 7'-9" 6'-3" 7' - 4 3 / 4 " 7'-0" 4'-0" 5' - 0 " 14 ' - 7 " 4' - 1 1 / 2 " 6' - 1 0 1 / 2 " 9' - 0 " 25 ' - 7 " 12'-4 3/4" 11'-6" 6' - 1 " 6"3'-0" 14'-5" 15'-0"3'-9"3'-0" 11 ' - 4 " 8'-5" 7'-1" 3'-7" 3'-1" 3' - 1 0 " 5'-4" 6' - 3 " 2"4'-0"2"4'-0"2"4'-0"2" 3'-2" 2" 3'-2" 9" 3'-0" 3'-9" 2" 3'-1" 2" 3'-1" 2" 3'-1" 2" 6'-0" 9" 6'-0" 3'-7" 3'-2" 7'-6" 3'-3 1/2" 7'-6" 1'-9" 5'-0 3/4" 3'-0" 3'-4" 2"2'-7" 5'-1" 3' - 0 " 1'-6" ø 5'-0" (E) ADA RESTROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) OFFICE (E) STORAGE 1'-10" (E) ELE PANEL 'B' (E) ELE PANEL 'A' 1' - 2 " 5'-1 1/2" 7"3'-1" 9' - 4 1 / 2 " 3' - 7 1 / 2 " RELOCATE (E) F.S. (E) F.S. 3' - 8 " (E) KITCHEN (E) COUNTER (E) MOP SINK W/ W.H. ABOVE (E) TYPE-1 HOOD 15'-11" 1'-4"3'-5"2'-6"4'-1" 5' - 2 " 11'-8 1/2" 7'-4" (E) F.S.RELOCATE (E) F.S. 1'-6" 3' - 1 0 " RELOCATE (E) F.S. DEMOLISH (E) COUNTER, TYP. DEMOLISH (E) NON-LOAD BEARING WALL, TYP. (E) AIR CURTAIN (E) HAND SINK (E) 48'' ICE MACHINE (E) 3 COMP SINK DEMOLISH (E) NON-LOAD BEARING WALL, TYP. REMOVE (E) DOOR REMOVE (E) EQUIPMENT, TYP. REMOVE (E) FIXTURE, TYP. (E) DINING AREA NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 2.00 DEMO FLOOR PLAN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT-IN-USE . 2. PROVIDE ILLUMINATED EXIT SIGN PER CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 8. ALL EXTERIOR DOORS SHALL BE SELF-CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1/4" = 1'-0"1 DEMO FLOOR PLAN REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (E) WALLS TO BE DEMOLISHED (E) FLOOR TILES TO BE DEMOLISHED (E) FLOOR TILES TO REMAIN (E) ELEMENT TO BE DEMOLISHED (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSING L5 (E) FLOOR SINK(F.S.) (E) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT (E) 2X4 ACT CEILING @ 12'-10" AFF. V.I.F. (E) W.I.C. CEILING @ 8'-6" (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 10'-0" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-4" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-9" AFF. V.I.F. (E) DRYWALL SOFFIT @ 7'-7" AFF. V.I.F. 8'-7" (E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. 3'-0"7'-3 1/2" ø 9'-3 1/2" 2'-8 1/2" (E) TYPE-1 HOOD REMOVE (E) LIGHT FIXTURE, TYP. REMOVE (E) SOFFIT REMOVE (E) SOFFIT, TYP. RELOCATE (E) SUPPLY L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2 L2 L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L2L2 L2 L2 L2 L2 L2 L2 L1 L1 L1 L1 L2 L2 L2 L3 L1 L1 L1 L2 L2 L2 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L1 L1 L1 REMOVE (E) SOFFIT, TYP. NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 2.01 DEMO RCP Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT-IN-USE . 2. PROVIDE ILLUMINATED EXIT SIGN PER CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 8. ALL EXTERIOR DOORS SHALL BE SELF-CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1/4" = 1'-0"1 DEMO RCP REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (N) INTERIOR NON BEARING WALL, METAL STUD 20 GA 3-5/8" W/ 5/8" GYP. BD BOTH SIDE, REFER TO 6/A5.01 ADA 30" X 48" ACCESSIBLE FLOOR CLEARANCE 5'-0" WIDE ACCESSIBLE TURNING RADIUS CLEARANCE (N) INTERIOR NON BEARING HALF- HEIGHT WALL, REFER TO 5/A5.01 (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSINGL5 FLOOR SINK(F.S.) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT L6 (N) L6- CEILING RECESSED LIGHT BOD: NORA/ NIOC-4RNDC OR EQ A 4.013 A 4.02 3 5'-1" 11 ' - 7 1 / 4 " 7' - 1 1 / 4 " 7'-9" 6'-3" 7' - 4 3 / 4 " 4' - 1 1 / 2 " 6' - 1 0 1 / 2 " 9' - 0 " 25 ' - 7 " 12'-4 3/4" 3'-9"3'-0"1'-0" 11 ' - 4 " 8'-5" 7'-1" 3'-7" 3'-1" 3' - 1 0 " 5'-4" 2"4'-0"2"4'-0"2"4'-0"2" 3'-2" 2" 3'-11" 3'-0" 3'-9" 2" 3'-1" 2" 3'-1" 2" 3'-1" 2" 6'-0" 9" 6'-0" 3'-5 1/4" 3'-1" 7'-5 1/4" 3'-2 1/2" 7'-5" 1'-9" 5'-0 3/4" 3'-0" 3'-3 1/2" 2"2'-7" 5'-1" 3' - 0 " ø 5'-0" (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) ELE PANEL 'B' (E) ELE PANEL 'A' 5'-1 1/2" (E) F.S. (R) F.S. (E) KITCHEN (E) MOP SINK W/ W.H. ABOVE (E) TYPE-1 HOOD 6' - 6 " (E) 3 COMP SINK 3'-6" BREAD DISPLAY AREA ADA PICK UP @34'' MAX. AFF. 60'' DISPLAY FRIDGE 3'-0" DECK OVEN FREEZER 50QT DOUGH MIXER 25QT DOUGH MIXER COMBI OVEN 36'' GRIDDLE 4 BURNER GAS RANGE 3' - 2 " 2' - 0 " CABINET ø 5'-0" 72'' UC FREEZER 72'' X 36'' WT PREP SINK 20QT PLANETARY MIXER RETARDER PROOFER DOUGH SHEETER HAND SINK (E) 48'' ICE MACHINE GRINDER COFFEE BREWER (N) DISPLAY AREA V.I.F.5'-8" BENCH 4'-6 1/2" ø 5'-0" 9'-6 3/4" 3'-6" (N) SERVICE (N) DINING AREA (N) DINING AREA 3'-6 1/2" 3' - 3 " 4'-11 3/4" 4'-5" 3' - 2 " 1' - 2 " 13'-5 1/4" 4' - 8 " 5' - 1 " 5' - 4 " 3' - 0 " ADA ＯRDER @34'' MAX. AFF. BUN DIVIDER 4'-6"2'-6 1/2" 7'-0" 4'-6 1/4" 4' - 0 " 3'-3" 2' - 9 " 16 ' - 6 " RETARDER PROOFER 36'' X 24'' WT 3' - 0 " 3'-7" FRIDGE 72'' UC FREEZER 36'' X 84'' S.S. WT 3' - 0 " HW DIS.DUMP SINK ICE BIN TEA BREWER SY R U P BLENDER 2'-8" COUNTERTOP OVEN 3'-0"4'-10" 24'' HIGH PONY WALL 3'-0"6'-6" 12 ' - 3 1 / 2 " 7' - 3 1 / 2 " 6' - 0 " 3'-3 1/4" 3'-0 1/4" CABINET COLD BREWER 48 ' ' U C F R I D G E JUICER 60 ' ' U C F R I D G E 4' - 1 " 2' - 2 " 5' - 1 0 3 / 4 " 5' - 2 " 2' - 0 " HAND SINK (E) HAND SINK 2'-6"5'-0"6'-0" DI S P L A Y W I N D O W 8' - 0 " 2' - 0 " 3'-8" WO R K S T A T I O N 24 ' ' X 3 0 ' ' W T 1' - 2 1 / 2 " (E) F.S. (N) F.S. (R) F.S. 3' - 2 " 36'' ES W/ PLATE SHELF 6" (R) F.S. RET A I L D I S P L A Y SH E L F 9' - 0 " 720mm 2'-4 3/8" SMOOTHIE BLENDER EMPLOYEE LOCKER (E) CHEM. SHELF & MOP RACK 4' - 0 " SNEEZE GUARD @ 60'' MIN. AFF. ø 5'-0" 30''X48''CLR 30''X48''CLR 16'-0" 6" 1'-1" 3'-7 1/4" BUBBLE TEA MACHINE ADD. FAUCET FOR FILTERED WATER WATER FILTER SYSTEM FOR FRONT KITCHEN WATER FILTER SYSTEM FOR PROOFERS 01 03 02 04 05 A 4.022 1 WALL BELOW A 4.01 2 1 A 4.024 5 A 4.026 A 2.113 4 A 2.11 5 - 6 PROPOSED INTERIOR SIGNAGE. NOTE: SIGNAGE CANNOT EXCEED 25% OF WINDOW AREA. (N) HAND SINK 3'-0" 30''X48''CLR 30''X48''CLR 30''X48''CLR 3'-4"3'-1" 6" (N) F.S. (N ) T R E N C H D R A I N NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN KEYNOTES A 2.02 PROPOSED FLOOR PLAN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT IN USE. 2. PROVIDE ILLUMINATED EXIT SIGN PER CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 8. ALL RESTROOM DOORS AND EXTERIOR DOORS SHALL BE SELF- CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1 ALL FLOOR SINKS ARE AT LEAST 50% EXPOSED WHEN LOCATED UNDER MILLWORK OR NON-MOVEABLE EQUIPMENT. 2 PROVIDE DIRECT CONNECTION TO THE MAIN LINE FOR THE 3-COMPARTMENT WARE WASHING SINK. AND THE FAUCET SPOUT OF THE WARE WASHING SINK IS REACHING TO ALL COMPARTMENTS ACCESSIBLE. 3 PROVIDE A BACKFLOW PREVENTION DEVICE AT MOP SINK FAUCET 4 A SPLASHGURAD IS REQUIRED WHEN A SINK IS INSTALLED ADJACENT TO FOOD, UTENSILS, EQUIPMENT, LINENS OR FOOD PREPARTION SURFACES. THE SPLASHGURAD MUST BE A MINIMUM 6'' HIGH, EXTEND FROM THE BACK EDGE OF THE HAND SINK TO THE FRONT EDGE OF THE HANDSINK, AND HAVE ROUND CORNERS. 5 FIRE EXTINGUISHER (MINIMUM 2A-10BC)WITHIN IN A SEMI-RECESSED CABINET WITHIN 75 FEET TRAVEL DISTANCE FROM ALL POINTS IN THE TENANT SPACE; THE TOP OF THE EXTINGUISHER CABINET SHALL BE NO HIGHER THAN 48 INCHES ABOVE THE FLOOR; EXTINGUISHER SHALL BE PLACED IN LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. REFER TO 8/A3.01 FOR DETAIL. 1/4" = 1'-0"1 PROPOSED FLOOR PLAN • 2 PEOPLE TABLE: 2 (2 X 4 = 8), PROVIDE 1 ACCESSIBLE SEATING • 4 PEOPLE TABLE: 4 (4 X 3 = 12), PROVIDE 1 ACCESSIBLE SEATING TOTAL SEAT NUMBER: 20 ACCESSIBLE SEATINGS REQUIRED: 20 X 5% = 1 SEAT ACCESSIBLE SEATINGS PROVIDED: 2 SEATS (AT LEAST 1 WHEELCHAIR SPACE PROVIDED FOR EACH TYPE OF TABLE) ACCESSIBLE SEATING ANALYSIS REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (N) INTERIOR NON BEARING WALL, METAL STUD 20 GA 3-5/8" W/ 5/8" GYP. BD BOTH SIDE, REFER TO 6/A5.01 ADA 30" X 48" ACCESSIBLE FLOOR CLEARANCE 5'-0" WIDE ACCESSIBLE TURNING RADIUS CLEARANCE (N) INTERIOR NON BEARING HALF- HEIGHT WALL, REFER TO 5/A5.01 (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSINGL5 FLOOR SINK(F.S.) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT L6 (N) L6- CEILING RECESSED LIGHT BOD: NORA/ NIOC-4RNDC OR EQ (E) 2X4 ACT CEILING @ 12'-10" AFF. TO REMAIN, V.I.F. (E) W.I.C. CEILING @ 8'-6" (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. TO REMAIN, V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 10'-0" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-4" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-9" AFF. TO REMAIN, V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. TO REMAIN, V.I.F. (N) DRYWALL CEILING @ 8'-11" AFF. V.I.F. 3'-0" 4'-9 1/4" 4'-9" 2' - 6 " 4' - 2 " 3' - 9 1 / 2 " 4' - 0 " 4' - 0 " 4' - 0 " 3'-4"2'-6" 1'-4" 3'-1" 1'-9" 1'-6" (E) TYPE-1 HOOD L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L1 L1 L2 L2 L2 L3 L1 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L6 L6 L6 L6 L6 L6 L6 L6 L6L6 L6 L6 (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN KEYNOTES A 2.03 PROPOSED RCP Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT IN USE. 2. PROVIDE ILLUMINATED EXIT SIGN PER 2022 CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER 2022 CBC 11B. 8. ALL RESTROOM DOORS AND EXTERIOR DOORS SHALL BE SELF- CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1 ALL FLOOR SINKS ARE AT LEAST 50% EXPOSED WHEN LOCATED UNDER MILLWORK OR NON-MOVEABLE EQUIPMENT. 2 PROVIDE DIRECT CONNECTION TO THE MAIN LINE FOR THE 3-COMPARTMENT WARE WASHING SINK. AND THE FAUCET SPOUT OF THE WARE WASHING SINK IS REACHING TO ALL COMPARTMENTS ACCESSIBLE. 3 PROVIDE A BACKFLOW PREVENTION DEVICE AT MOP SINK FAUCET 4 A SPLASHGURAD IS REQUIRED WHEN A SINK IS INSTALLED ADJACENT TO FOOD, UTENSILS, EQUIPMENT, LINENS OR FOOD PREPARTION SURFACES. THE SPLASHGURAD MUST BE A MINIMUM 6'' HIGH, EXTEND FROM THE BACK EDGE OF THE HAND SINK TO THE FRONT EDGE OF THE HANDSINK, AND HAVE ROUND CORNERS. 1/4" = 1'-0"1 PROPOSED RCP REVISIONS NO. DATE DESCRIPTION (E) KITCHEN 869 SF 5 OCC. (N) SERVICE 212 SF 2 OCC. (N) DINING AREA 404 SF 27 OCC. (N) DISPLAY AREA 178 SF 3 OCC. (N) STAFF ROOM 59 SF 1 OCC. (E) ADA RESTROOM (E) WALK IN COOLER (N) DINING AREA 150 SF 10 OCC. EXIT-3 EXIT-1 EXIT-2 TACTILE EXIT SIGN , TYP. REFER TO FIG9/ G0.02 "S" OCCUPANT LOAD SIGN PER CBC 1004.9 1'' BLOCK LETTER & NUMBER ON CONSTRASTING BACKGROUND STATING "MAXIMUM OCCUPANCY 166" "E" 6'-0" 3'-0" 3'-0" TACTILE EXIT SIGN , TYP. REFER TO FIG9/ G0.02 "E" TACTILE EXIT SIGN , TYP. REFER TO FIG9/ G0.02 "E" 7'-0" 17 ' - 0 " 6'-9" 4'-3" 6'-0" 16'-6" 4'-4" 62 FT 6' - 0 " 10'-0" 3' - 0 " 19 FT 14 ' - 0 " 10'-0" 27 FT 12'-0" 4' - 0 " 16 FT 10'-0" 27 FT 8' - 0 " 5' - 0 " 8'-0"10'-0" 17 ' - 0 " 28 FT 11 ' - 0 " 24 FT 5'-0" 5'-9" 37 FT 22'-0"27 FT 03 05 04 01 02 06 07 (E) FIRE EXTINGUISHER IN SEMI- RECESSED CABINET, REFER TO 10/A5.01 FOR DETAIL DOOR SCHEDULE DO O R N o . ST A T U S SIZE LOCATION 01 E WIDTH HEIGHT THICK HARDWARE 6'- 0" 7'- 0"0'- 1 3/4" MAIN ENTRY ALUMINUM W. TEMP. GLASS PRE-FINISHED ALUMINUM PANIC HARDWARE, DEADBOLT, CLOSER TYPE SWING NOTE: 1. DOOR HARDWARE IS OPERABLE WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE HAND. CBC 11B-404.2.7 AND 11B-309.4 2. DOOR THRESHOLDS, IF PROVIDED AT DOORWAYS, TO BE 1/2 INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH CBC SECTION 11B-302 AND 11B-303. CBC 11B-404.2.5. 3. DOOR OPENING FORCE IS 5-POUNDS MAXIMUM FOR INTERIOR AND EXTERIOR DOORS PER CBC 11B-404.2.9. 4. DOOR OPENING HARDWARE IS MOUNTED 34'' TO 44'' ABOVE THE FNISH FLOOR PER CBC 11B-404.2.7. 5. THE LOWER 10 INCH OF THE DOOR SURFACE IS PROVIDED WITH A SMOOTH SURFACE FOR THE FULL WIDTH OF THE DOOR, AT THE PUSH SIDE OF THE DOOR PER CBC 11B-404.2.10. 10 " M I N . 7' - 0 " IN T E R N A T I O N A L S Y M B O L @ 6 0 ' ' A F F TA C T I L E E X I T S I G N @ 6 0 ' ' A F F 3'' MIN. TACTILE EXIT SIGN, REFER TO FIG.9/G0.02 FOR DETAIL 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE 01 10 " M I N . 34 ' ' - 4 4 ' ' 7' - 0 " 3'-0" 02 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE ACCESSIBLE DOOR HANDLE W/ 5LBS MAX. PUSH/ PULL FORCE CLEAR TEMP. GLASS 10 " M I N . 6' - 6 " 3'-0" 07 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE DOOR LATCH TACTILE EXIT SIGN, REFER TO FIG.9/G0.02 FOR DETAIL 3'' MIN.6" 6" DOOR MATERIAL FRAME PRE-FINISHED ALUMINUM DOOR FINISH 04 E 3'- 0" 7'- 0" SOLID CORE PAINT0'- 1 3/4"SWINGRESTROOM ALUMINUM LEVER HANDLE, LOCK 10 " M I N . 6' - 8 " 3'-3" 05 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE DOOR LEVER 6'-0" ACCESSIBLE DOOR HANDLE W/ 5LBS MAX. PUSH/ PULL FORCE 02 E 3'- 0" 7'- 0"ENTRANCE0'- 1 3/4" SWING ALUMINUM W. TEMP. GLASS PRE-FINISHED ALUMINUM PANIC HARDWARE, DEADBOLT, CLOSER PRE-FINISHED ALUMINUM CLEAR TEMP. GLASS 06 E 3'- 3" 6'- 8" SOLID CORE PAINT0'- 1 3/4" SWINGBACK EXIT WOOD LEVER HANDLE, LOCKSET 10 " M I N . 34 ' ' - 4 4 ' ' 7' - 0 " 3'-0" 04 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE DOOR LEVER SIGN WHERE OCCURS, SEE FIG.3/ G0.02 SIGN WHERE OCCURS, SEE FIG.3/ G0.02 10 " M I N . 6' - 8 " 3'-0" 06 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE DOOR LEVER 07 E 3'- 0" 6'- 6" PRE-FINISHED0'- 1 3/4" PRE-FINISHEDW.I.C.SWING STAINLESS STEEL STAINLESS STEEL HINGE, HANDLE, CLOSER 10 " M I N . 7' - 0 " 3'-0" 03 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE TACTILE EXIT SIGN, REFER TO FIG.9/G0.02 FOR DETAIL 3'' MIN. HANDLE W/ 5LBS MAX. PUSH/ PULL FORCE CLEAR TEMP. GLASS 03 E 3'- 0" 7'- 0" ENTRANCE0'- 1 3/4" SWING ALUMINUM W. TEMP. GLASS PRE-FINISHED ALUMINUM HANDLE, LOCKSET, CLOSERPRE-FINISHED ALUMINUM 05 E 3'- 0" 7'- 0" SOLID CORE PAINT0'- 1 3/4" SWINGSTAFF ROOM ALUMINUM LEVER HANDLE, LOCK OCCUPANCY ANALYSIS ( OCCUPANCY LOAD PER TABLE 1004.5) KITCHEN AREA OCCUPANCY TYPE KITCHEN, COMMERCIAL AREA OCCUPANCY LOAD FACTOR OCCUPANCY 190 SF 200 5 SERVICE BUSINESS AREA 2212 SF 150 OTHER N/A N/A N/A TOTAL 2062 SF 48 869 SF EGRESS ANALYSIS: -TOTAL BUILDING OCCUPANCY: 48 OCC. LOAD < 50 -1 EXIT REQUIRED , 3 EXITS PROVIDED( EXIT 1, EXIT 2, EXIT 3) -EGRESS WIDTH REQUIRED: 48 X 0.2 = 9.6'' EXIT 1: 72'' PROVIDED > 9.6'' EXIT 2: 36'' PROVIDED > 9.6'' EXIT 3: 36'' PROVIDED > 9.6'' COMMON PATH OF TRAVEL DISTANCE ANALYSIS: PER TABLE 1006.2.1, OCCUPANCY B IS WITH SPRINKLER SYSTEM MAXIMUM COMMON PATH OF TRAVEL DISTANCE IS 100'. LONGEST EXIT ACCESS TRAVEL DISTANCE: 62' < 100' (WITH SPRINKLER) DISPLAY AREA MERCANTILE 3178 SF 60 DINING AREA ASSEMBLY W/O FIXED SEATS, UNCONCENTRATED (TABLES AND CHAIRS)37554 SF 15 STAFF ROOM BUSINESS AREA 159 SF 150 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 2.04 EGRESS PLAN & ANALYSIS & DOOR SCHEDULE Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1/4" = 1'-0"1 EGRESS PLAN 1/4" = 1'-0"2 DOOR SCHEDULE REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (N) INTERIOR NON BEARING WALL, METAL STUD 20 GA 3-5/8" W/ 5/8" GYP. BD BOTH SIDE, REFER TO 6/A5.01 ADA 30" X 48" ACCESSIBLE FLOOR CLEARANCE 5'-0" WIDE ACCESSIBLE TURNING RADIUS CLEARANCE (N) INTERIOR NON BEARING HALF- HEIGHT WALL, REFER TO 5/A5.01 (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSINGL5 FLOOR SINK(F.S.) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT L6 (N) L6- CEILING RECESSED LIGHT BOD: NORA/ NIOC-4RNDC OR EQ VENTLESS COUNTERTOP OVEN TURB CHEF/ THE ECO ON TABLE TOP EQUIPMENT SCHEDULE IT E M N o . QU A N T I T Y ST A T U S ITEM MANUFACTURE & MODEL No. SIZE W" D" H" PLUMBING WATER WASTE GAS ELECTRICAL V/ H Z / P H KW AM P S BASE / INSTALLATION REMARK C.W H.W DIR IDIR SIZE BTU x1000 4 1 3 12 6 13 7 11 9 10 14 8 27 24 25 26 20 19 21 18 1 N 1 N 1 N 1 N 1 1 N 1 N 1 2 1 N 1 22 1 N 60'' DISPLAY FRIDGE TEA BREWER 1 2 1 N BLENDER 8" 9" 17.7" JUICER WARING/ WJX80 10.75" 18'' 20" BUNN/ AXIOM-15-3 1 4 BURNER 24'' GAS RANGE 1 E 30 17 1 23 5 1 15 31 1 N 29 28 1 N COFFEE BREWER COFFEE GRINDER 16 1 N VITAMIX/ DRINK MACHINE ADVANCE BUNN/ G3 1 N ON TABLE TOP ON TABLE TOP ON TABLE TOP N N N N 48'' UNDERCOUNTER FRIDGE 120/ 60/1 1 8 48 1/4" 29 15/16" 35 1/2" √ N EMPLOYEE LOCKER √ √√ 5-TIER WIRE SHELVING 48"X18''ADVANCE TABCO/ ECC-1848 48" 18" 64" 5-TIER WIRE SHELVING 36"X18''ADVANCE TABCO/ ECC-1836 36" 18" 64" HALLOWELL/ U1228-6PT 12" 12" 78" 6" LEG 6" LEG 32 34 36'' GAS GRIDDLE W/ STAND COOKING PERFORMANCE GROUP/ 36GTSSPNL 36" 26 13/16" 16 5/16" 6" LEG POLARMAN/ PLM-UC-48S ON TABLE TOP CUSTOM S.S. WORK STATION W/ DUMP SINK, ICE BIN, HAND SINK & SHELF 1 COLD BREWER WALL MOUNT HOT WATER DISPENSER 35 36 HONEY MANAGEMENT GROUP INC/ HT-M-1800 √1 N 1 N N E N BUNN/ H5X SST 7.4"18.9"28.5" 1 N 60'' UNDERCOUNTER FRIDGE 33 1 N 6" LEG 1 N 1 N 1 N REGENCY/ 600TB3024G24''X30'' S.S. WORK TABLE SPIRAL DOUGH MIXER 50QT 6" LEG 36''X84'' S.S. WORK TABLE EAGLE GROUP/ T3684E √ √√ 6" LEG N 2 N Y-FANG/ ET-9EF-EPH 110/ 60/1SYRUP MACHINE 1 N 1 E 1 E 2 N ON CASTER ON PLATFROM ON TABLE TOP 1 N37 HAND SINK W/ SPLASHES 115/ 60/1 3 ON CASTER 120/ 50-60/1 11.5 71"28.5"55.12" BUNN/ TB3Q 10.2"20.7"34.2"120/ 60/1 1.73 14.4 ON TABLE TOP 120/ 60/1 1.85 15.4 ON TABLE TOP1/4'' √√6" LEG 10"14" 17" 16.3"22.1" 16.8" 0.3 SMOOTHIE BLENDER 9 1/16" 7 11/16" 16 9/16"LING YANG/ E.BLENDERS EJ-816 ON TABLE TOP110/ 60/1 1.2 W/ SOAP & PAPER TOWEL DISPENSER√ √ 1/4'' 1/4'' √120/ 60/1 1.8 15 7.4" 15.9" 27.2"120/ 60/1 9 61 1/4" 29 15/16" 35 1/2"POLARMAN/ PLM-UC-60S 115/ 60/1 3 ON CASTER TODDY/ TPSC10 14 7/8" 14 7/8" 18 7/8"ON TABLE TOP 24" 30" 38"6" LEG 16.1" 23.5" 21.5"208/240 60/1 20 72'' UNDERCOUNTER FREEZER 71 3/4" 29 15/16" 35 1/2"POLARMAN/ PLM-UC-72FS 115/ 60/1 6 ON CASTER 84" 36" 35 1/8"6" LEG 1 N 36''X72'' S.S. WORK TABLE EAGLE GROUP/ T3672E 72" 36" 35 1/8" SPIRAL DOUGH MIXER 25QT ABS/ ABSFBM-50 22" 37" 47" ABS/ ABSFBM-25 20" 33.5" 42" 208/220 60/3 10.5/ 10 ON CASTER ON CASTER208/220 60/3 3.75 2.2 7/ 6 PLANETARY MIXER 20QT ABS/ ABSPMS-20L 21.75" 35.75" 37"110/ 60/1 15 6" LEG 6" LEG24''X36'' S.S. WORK TABLE W/ 12'' OVERSHELF REGENCY/ 600WT2436KIT 36" 24" 66" DECK OVEN REVENT/ NO.3 DECK 3 PAN 72.3" 35.6" 75.8"208-220 60/3 83401/2'' √ COMBI OVEN W/ OVEN STAND UNOX/ XAVC-10FS-GPRM W/ XWARC-07EF-H 34" 33 3/16'' 38" 28 1/8'' 45 3/4" 29 5/8''3/4'' √ ON CASTER 120/ 60/1 9036" 30" 26"3/4''6" LEG COOKING PERFORMANCE GROUP/ 351S24N 24" 32 5/8" 60 3/8"1503/4'' 2 DOOR REACH-IN FRIDGE POLARMAN/ PLM-54RS 115/ 60/1 4.553 15/16"32 11/16" 82 5/16" ON CASTER2 DOOR REACH-IN FREEZER POLARMAN/ PLM-54FS 115/ 60/1 953 15/16" 32 11/16" 82 5/16" RETARDER PROOFER ABS/ ABSDC-236 33" 54" 87"√1/2'' ON CASTER220/240 60/1 25 REVERSIBLE DOUGH SHEETER UNIVEX/ SFG600 TM 111.2" 42.2" 50"220/ 60/3 7.35 ON CASTER BUN DIVIDER UNIVEX/ SBDR22 26 1/2'' 22 1/4" 79 7/8"208-240 60/3 3.1 ON CASTER ICE MACHINE W/ 48'' BIN & WATER FILTER HOSHIZAKI 208-230 60/1 6" LEG MOP SINK WATER HEATER BARDFORD HAND SINK W/ SPLASHES 1 E38 10 N39 3 N40 1 N41 1 E42 1 E43 PREP SINK 3 COMP SINK WALK IN COOLER 6" LEG 6" LEG AIR CURTAIN MARS/ 36CH-0 115/ 60/1 5.1 4" MIN. CONC. COVED BASE WALL MOUNT W/ SOAP & PAPER TOWEL DISPENSER W/ SPLASHES ON ALL 3 SIDES WALL MOUNT W/ DOOR-LIMIT SWITCH REGENCY/ 60S1162018GL 36 1/2" 25 1/2" 43 3/4" 1 E44 CHEM. SHELF & MOP RACK CUSTOM CUSTOM WALL MOUNT √ √REGENCY/ 600HS12SP 12" 16" 12"√ √ √ √ √ √ √√ √ √ 1 E45 TYPE 1 HOOD CAPTIVEAIRE 192'' 48'' WALL MOUNT POLARMAN/ PLM-471SB 60" 26 4/5" 55 1/2"110-120 60/1 7.2 6" LEG 12119.4253/4'' BUBBLE TEA MACHINE461 N ZEEWAY/ NCJ-K 26" 21.26" 61"110/ 60/1√√ON CASTER1.2 3-PRONG PLUG/ 20A WATER FILTER SYSTEM473 N PRO/ C25-100 18" 7" 24" 11" 11" 17" W/ WATER FILTER W/ WATER FILTER CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM FAUCET481 N ADVANCE TABCO/ K-121 OR EQ 12" 18" 8"√WALL MOUNT CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM MIXING FAUCET W/ HOSE491 N T&S/ B-0167 OR EQ 12 5/8" 3"√WALL MOUNT W/ BACKFLOW PREVENTION DEVICE√ √ GREASE TRAP501 N ZURN/ GT2700-50 30 3/8" 24 1/2" 21 1/2"4" MIN. CURB/ 6'' MIN. LEG√W/ SMOOH. EASLY CENABLE, DURABLE TOP (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) ELE PANEL 'B' (E) ELE PANEL 'A' (E) F.S. (R) F.S. (E) KITCHEN BREAD DISPLAY AREA PICK UP (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA ＯRDER 24'' HIGH PONY WALL CABINET (E) F.S. (N) F.S. (R) F.S. 15 03 04 01 05 06 07 12 09 10 11 14 13 08 33 16 17 18 2425 26 27 20 19 21 22 23 28 30 30 17 32 31 34 35 29 38 (R) F.S. 36 39 39 4039 40 39 39 39 39 39 39 39 02 42 41 40 43 44 6'' MIN. HIGH WALL MOUNT SPLASH 6" M I N . 6" MIN. 45 QUARTZ COUNTERTOP W/ FORMICA LAMINATE CABINET FINISH. QUARTZ COUNTERTOP W/ FORMICA LAMINATE CABINET FINISH. CABINET (FINISH: FORMICA LAMINATE) SNEEZE GUARD @ 60'' MIN. AFF. RETURN 1'-6" MIN. RETURN 1'-6" MIN. RET A I L D I S P L A Y SH E L F BENCH 46 48 47 47 47 36 6'' MIN. 6'' MIN. SPLASH ON BOTH SIDES 6'' MIN. SPLASH ON BOTH SIDES ELEVATED ON 4'' MIN. HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB 6'' MIN. HIGH WALL MOUNT SPLASH (N ) T R E N C H D R A I N 49 6" M I N . 50 6" 37 NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN KEYNOTES A 2.10 EQUIPMENT PLAN & EQUIPMENT SCHEDULE Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT IN USE. 2. PROVIDE ILLUMINATED EXIT SIGN PER CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 8. ALL RESTROOM DOORS AND EXTERIOR DOORS SHALL BE SELF- CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1. EXHAUST AND MAKE UP AIR SYSTEM SHALL BE ELECTRICALLY INTERLOCKED WITH ONE ELETRICAL SWITCH 2. ALL RESTROOM AND KITCHEN WALLS, FLOORS, AND CEILINGS SHALL BE SMOOTH, WASHABLE AND DURABLE 3. ALL SINK FIXTURES TO HAVE COLD & HOT WATER CONNECTIONS, ALL COLD & HOT WATER CONNECTION ARE EXISTING AND REMAIN NO CHANGE 4. JANITORIAL MOP SINK & HAND SINKS SHALL DIRECTLY DRAIN TO THE WASTE LINE 5. ALL EQUIPMENT SHALL BE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) CERTIFIED 6. PROVIDE A MIN. OF 96 LINEAR FOOT OF APPROVED DRY FOOD STORAGE SHELVES 7. ALL WINDOWS ARE FIXED AND ALL EXTERIOR DOORS SHALL BE SELF-CLOSING AND RODENT PROOFED 8. AIR CURTAIN SHALL BE MICRO-SWITCH DOOR ACTIVATED 9. LEGEND FOR EQUIPMENT PLAN & SCHEDULE: F.S. = FLOOR SINK, F.D. = FLOOR DRAIN, S.S. = STAINLESS STEEL, (E) = EXISTING, (N)= NEW, W/ = WITH, W = WIDTH, D = DEPTH, H = HEIGHT, EQUIP. = EQUIPMENT 10.A 1-INCH MINIMUM AIR GAP IS REQUIRED AT ALL FLOOR SINKS. NOTES: HEALTH DEPARTMENT NOTE: FINISHES FINISHES IN ALL AREAS, OTHER THAN THE CUSTOMER WAITING OR DINING AREAS, MUST BE SMOOTH, NONABSORBENT, EASILY CLEANABLE AND DURABLE. EQUIPMENT SPECIFICATION ALL NEW AND REPLACEMENT FOOD-RELATED OR UTENSIL-RELATED EQUIPMENT SHALL BE CERTIFIED OR CLASSIFIED FOR SANITATION BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED CERTIFICATION PROGRAM. EXAMPLE OF THESE ACCREDITED PROGRAM. EXAMPLE OF THESE ACCREDITED PROGRAMS INCLUDE NSF, UL, INTERTEK ETL, CSA ETC. FLOOR SINKS INSTALLATION: ALL FLOOR SINKS MUST BE AT LEAST HALF-EXPOSED UNDER THE CURB MOUNTED EQUIPMENT OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT AND LOCATED WITHIN 15 FEET OF THE CONDENSATE PRODUCING EQUIPMENT. A PROPERLY COVED PROTECTIVE ENCLOSURE WILL BE REQUIRED AROUND THE BACKSIDE OF HALF-EXPOSED FLOOR SINKS WHERE THE FLOOR SINK IS INSTALLED UNDER CURB OR BASE MOUNTED EQUIPMENT, E.G., STORAGE CABINET, DISPLAY REFRIGERATORS, ETC. EQUIPMENT INSTALLATION A. ALL EQUIPMENT, INCLUDING SHELVING, MUST BE SUPPORTED BY 6" HIGH EASILY CLEANABLE LEGS, COMMERCIAL CASTERS, OR COMPLETELY SEALED IN POSITION ON A 4" HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB. B. SNEEZE GUARD PROTECTION MUST BE PROVIDED WHERE FOOD IS DISPLAYED, OR CUSTOMER SELF-SERVICE FOODS ARE PROPOSED. DISPLAYS OF UNPACKAGED FOOD SHALL BE SHIELDED SO AS TO INTERCEPT A DIRECT LINE BETWEEN 54" AND 60" ABOVE THE FLOOR, AND THE FOOD BEING DISPLAYED. HOOD CONSTRUCTION MECHANICAL MAKE-UP AIR SHALL BE PROVIDED AT LEAST EQUAL TO THAT AMOUNT WHICH IS MECHANICALLY EXHAUSTED. WINDOWS AND DOORS ARE NOT APPROVED SOURCES FOR MAKE-UP AIR. STORAGE SHELVING A SHELVING UNIT SHALL BE A MINIMUM 18" IN DEPTH AND 3 TIERS HIGH. FOR EXAMPLE, 8 SHELVING UNITS, EACH OF WHICH IS 4' LONG AND 3 TIERS HIGH, WOULD EQUAL 32 LINEAR FEET OF SHELVING UNITS. ALL STORAGE SHELVING MUST BE ACCESSIBLE WITH 30" AISLE CLEARANCE. WATER HEATER A. STORAGE TYPE WATER HEATER IS PROPOSED, PROVIDE A MINIMUM ENERGY INPUT RATING OF 42,761 BTU'S OR 10.0 TOTAL CONNECTED KW'S AT 50℉RISE. B. INSTALL THE WATER HEATER ON A 4" HIGH, COVED PLATFORM OR CURB, OR ON AT LEAST 6" HIGH, SMOOTH, EASILY CLEANABLE LEGS. C. ALL HANDWASHING FACILITIES SHALL BE SUPPLIED WITH WARM WATER SUPPLIED THROUGH A MIXING VALVE OR COMBINATION FAUCET AT A TEMPERATURE OF AT LEAST 100℉. ALL OTHER SINKS SHALL SUPPLY HOT WATER AT A TEMPERATURE OF AT LEAST 120℉. LOCKERS LOCKERS MUST BE INSTALLED ON A 6" HIGH, EASILY CLEANABLE LEGS, CANTILEVERED OFF THE WALL, OR ON A MINIMUM 4" HIGH CONTINUOUSLY COVED CURB OR PLATFORM. L-ANGLE LEGS ARE NOT ACCEPTABLE. PLUMBING/ ELECTRICAL ALL CONDUIT, PLUMBING, ETC., NOT CONCEALED WITHIN WALLS, MUST BE INSTALLED AT LEAST 6" OFF THE FLOOR AND 1/2" AWAY FROM WALLS. ALL EXPOSED FLEX CONDUIT IS TO BE "SEAL-TIGHT" OR EQUIVALENT. ITEM 39: WIRE SHELVING (4) 36" X 18" 5-TIERS = 60 FT. ITEM 40: WIRE SHELVING (2) 48" X 18" 5-TIERS = 40 FT. TOTAL DRY STORAGE SHELVING PROVIDED : 100 FT. REQ. MIN. 96 FT. OF STORAGE SHELVING: 100>96 = OK DRY STORAGE SHELVING CALC.: 1 ALL FLOOR SINKS ARE AT LEAST 50% EXPOSED WHEN LOCATED UNDER MILLWORK OR NON-MOVEABLE EQUIPMENT. 2 PROVIDE DIRECT CONNECTION TO THE MAIN LINE FOR THE 3-COMPARTMENT WARE WASHING SINK. AND THE FAUCET SPOUT OF THE WARE WASHING SINK IS REACHING TO ALL COMPARTMENTS ACCESSIBLE. 3 PROVIDE A BACKFLOW PREVENTION DEVICE AT MOP SINK FAUCET 4 A SPLASHGURAD IS REQUIRED WHEN A SINK IS INSTALLED ADJACENT TO FOOD, UTENSILS, EQUIPMENT, LINENS OR FOOD PREPARTION SURFACES. THE SPLASHGURAD MUST BE A MINIMUM 6'' HIGH, EXTEND FROM THE BACK EDGE OF THE HAND SINK TO THE FRONT EDGE OF THE HANDSINK, AND HAVE ROUND CORNERS. 1/4" = 1'-0"1 EQUIPMENT PLAN REVISIONS NO. DATE DESCRIPTION 3 03/30/2026 Health 2nd PC 3 3 3 3 ENVIRONMENTAL HEALTH DIVISION PLAN CHECK PLAN REVIEW APPROVAL Osvaldo Campos THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED AND CORRECTIONS, CHANGES, COMMENTS, ARE INDICATED ON THE PLANS AND ATTACHED LETTER THIS APPROVAL DOES NOT CONSTITUTE AUTHORITY TO VIOLATE ANY PROVISIONS OF THE RELATED CODES, ORDINANCES, OF REGULATIONS NOR DOES IT PREVENT FURTHER CORRECTION OF ERRORS FOUND ON THE PLANS OR INSTALLATION UPON FIELD INSPECTION ANY ALTERATION UPON FIELD INSPECTION. ANY ALTERATIONS OR CHANGES IN CONSTRUCTION FROM THESE PLANS MUST HAVE PRIOR APPROVAL BY THIS AGENCY. A COPY OF THESE PLANS MUST BE KEPT ON THE JOB SITE AT ALL TIMES. REFER TO THE LOCAL BUILDING DEPARTMENT FOR PLAN APPROVAL AND PERMITS PRIOR TO CONSTRUCTION. THIS APPROVAL IS VALID FOR (12) MONTHS FROM THE APPROVAL DATE. REGARDING INSPECTIONS PRELIMINARY AND FINAL INSPECTIONS ARE REQUIRED DURING THE CONSTRUCTION. INSPECTIONS ARE TO BE ARRANGED AT LEAST (10) WORKING DAYS IN ADVANCE. 04/07/2026 SR158539 Refer to redline items on A4.02, P3.0, and A4.01. - OC 04.07.2026 KITCHEN ROOM FINISH SCHEDULE NOTE: WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN 2026 CBC Table 803.13 AND CBC 303.1.1. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH CBC 804.2 THROUGH 804.4.1. DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS COVERED BY SFM SHALL COMPLY WITH THE PROVISION OF CBC 806. NOTE: ALL KITCHEN, WASHING, MOP, PREP, AND RESTROOM AREA, PROVIDE A 1'-0" CEMENT BOARD ON THE BOTTOM, & ABOVE 4'-0" DENS ARMO (MOLD RESISTANCE) AROUND THE WALL. PROVIDE MER-KRETE HYDRO GUARD 2000 ON FLOOR & WALL BASE, MER KRETE HYDRO GUARD ONE 4'-0" H. ON WALL SEE SHEET A-X FOR DETAIL. FINISHES IN ALL AREAS, OTHER THAN THE CUSTOMER WAITING OR DINING AREAS, MUST BE SMOOTH, NONABSORBENT, EASILY CLEANABLE, & DURABLE. CO V E B A S E Q U A R R Y T I L E S W / M I N . 3 / 8 " R A D I U S & MI N . 4 " T A L L C O N T . S M O O T H F I N I S H VI N Y L W A L L B A S E WA S H A B L E F R P P A N E L F I N I S H WA S H A B L E G L O S S P A I N T O V E R D R Y W A L L & C E R A M I C TI L E S F I N I S H O N L O W E R H A L F O F W A L L DR Y W A L L W I T H S E M I - G L O S S P A I N T WA S H A B L E D R Y W A L L W / G L O S S P A I N T WA S H A B L E 2 X 4 A C O U S T I C C E I L I N G T I L E S (A M S T R O N G C L E A N R O O M - V L ) 6" x 6 " Q U A R R Y T I L E S M O O T H F I N I S H O N L Y CO L O R G R E Y SM O O T H H A R D N O N A B S O R B E N T M A T E R I A L , S E C , 8 0 7 CE R A M I C T I L E S M O O T H F I N I S H O N L Y SM O O T H H A R D N O N A B S O R B E N T M A T E R I A L , S E C , 8 0 7 CE R A M I C T I L E S M O O T H F I N I S H O N L Y SM O O T H H A R D N O N A B S O R B E N T M A T E R I A L , S E C , 8 0 7 EX P O S E D C E I L I N G ST A I N L E S S S T E E L ST A I N L E S S S T E E L ST A I N L E S S S T E E L CE R A M I C C O V E T I L E B A S E W / M I N . 3 / 8 " R A D I U S & MI N . 4 " T A L L C O N T . S M O O T H F I N I S H RESTROOM DINING AREA PO L I S H E D C O N C R E T E F L O O R W / A P P R O V E D S E A L E R , ( P E G A - CO T E 9 2 0 0 ) 8 0 0 - 2 0 1 - 2 0 2 2 E X P O X Y F I N I S H ST A I N L E S S S T E E L STAFF ROOM W.I.C. SERVICE AREA FLOOR BASE WALL CEILING RETAIL (E) QUARRY TILE W/ COVED QUARRY TILE BASE (E) CERAMIC TILE W/ COVED CERAMIC TILE BASE (E) CERAMIC TILE W/ COVED CERAMIC TILE BASE (E) CERAMIC TILE W/ COVED CERAMIC TILE BASE (E) CERAMIC TILE W/ VINYL WALL BASE (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) RETAIL (N) SERVICE (N) DINING AREA (N) DINING AREA (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 12 ' ' C L E A R U N O B S T R U C T E D U S E 33 ' ' - 3 6 ' ' T O T O P O F G R A B B A R S 7''-9'' 40 ' M A X . 34 ' ' M A X . 17''-18'' 12 ' ' C L E A R U N O B S T R U C T E D U S E 33 ' ' - 3 6 ' ' T O T O P O F G R A B B A R S 17 ' ' - 1 9 ' ' 40 ' ' M A X . (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 6" MAX.11" MIN. 8" MIN. 17'' MIN. - 25'' MAX. 27 ' ' M I N . 9" KNEE SPACE TOE SPACE (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 34 ' ' M A X . 34 ' ' M A X . 40 ' ' M A X . 40 ' ' M A X . (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 40 ' ' M A X . 40 ' ' M A X . JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 2.11 FINISH PLAN & SCHEDULE, RESTROOM ELEVATIONS Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1/4" = 1'-0"1 FINISH PLAN 1/2" = 1'-0"3 RESTROOM ELEVATION A 1/2" = 1'-0"4 RESTROOM ELEVATION B 1/2" = 1'-0"6 RESTROOM ELEVATION D 1/2" = 1'-0"5 RESTROOM ELEVATION C REVISIONS NO. DATE DESCRIPTION (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS (N) CERAMIC TILE COVE BASE WITH 3/8" RADIUS SN E E Z E G U A R D @ 5 ' - 0 " M I N . A F F . 60'' DISPLAY FRIDGE BREAD DISPLAY AREA 2' - 1 0 " ADA ＯRDER @34'' MAX. AFF.ADA PICK UP @34'' MAX. AFF. 2' - 1 0 " 3'-2" CABINET 3' - 0 " OPEN OPEN OPEN OPEN 24'' HIGH PONY WALL BEHIND 5'-1"5'-9"2'-7" DRYWALL WITH SEMI-GLOSS PAINT GRINDER COFFEE BREWER SYRUP HW DIS. TEA BREWER BLENDER COUNTERTOP OVEN 8'-0" COLD BREW JUICER 60'' UC FRIDGE 1800mm 5'-10 7/8" 3' - 6 " 2' - 0 " DUMP SINKHAND SINK ICE BIN 2' - 7 1 / 2 " 2'-0"5'-2" 24''X30'' WT 48'' UC FRIDGE 2'-2"4'-1" BUBBLE TEA MACHINE SMOOTHIE BLENDER (N) CERAMIC TILE COVE BASE WITH 3/8" RADIUS SUBWAY TILE POCELAIN CLARA 2.75'' X 11'' IN WHITE FINISH: GLOSSY 8' - 1 0 " 6'' MIN. SPLASH ON BOTH SIDES 6'' MIN. SPLASH ON BOTH SIDES SN E E Z E G U A R D @ 5 ' - 0 " M I N . A F F . BREAD DISPLAY AREA (N) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 2' - 1 0 " OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 4.01 INTERIOR ELEVATIONS - SERVICE Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1/2" = 1'-0"1 SERVICE ELEVATION A 1/2" = 1'-0"3 SERVICE ELEVATION C 1/2" = 1'-0"2 SERVICE ELEVATION B REVISIONS NO. DATE DESCRIPTION Sealed to the tabletop or 4" legs installed. 3'-0" DECK OVEN COMBI OVEN 36'' GRIDDLE 4 BURNER GAS RANGE 36'' X 24'' WT 72'' X 36'' WT (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS WASHABLE FRP PANELSTAINLESS STEEL (E) TYPE-1 HOOD 6" (E) 48'' ICE MACHINE (E) HAND SINK (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS WASHABLE FRP PANEL RETARDER PROOFER RETARDER PROOFER 36'' X 84'' S.S. WT DECK OVEN (E) TYPE-1 HOOD 3' - 6 " 2' - 0 " (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS WASHABLE FRP PANEL 36'' X 84'' S.S. WT WATER FILTER SYSTEM FOR FRONT KITCHEN DECK OVEN (E) TYPE-1 HOOD PREP SINK FILTERED WATER FAUCET (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS (E) 3 COMP SINK 20QT PLANETARY MIXER 25QT DOUGH MIXER 50QT DOUGH MIXER 72'' X 36'' WT WASHABLE FRP PANEL 6'' MIN. HIGH SPLASH WATER FILTER SYSTEM 6'' MIN. HIGH SPLASH 2" MIN. SPACING 2" 2" 2" MIN. SPACING 4" M I N . C U R B O R 6 ' ' L E G MIXING FAUCET W/ HOSE NOTE: Minimum Requirements for In-Place Manual Cleaning: 1. Hot (minimum 120 °F) and cold water dispensed from a mixing faucet. 2. Hoses must be food-grade and equipped with a backflow prevention device. Hose reels or similar facilities will be required to maintain the hoses off the floor; however, these facilities may not be installed above food, equipment, utensils, single-use articles, storage, and food preparation areas. 3. Wastewater must be drained by indirect connection to an approved sewer line. (i.e., trench drain). WATER FILTER SYSTEM FOR PROOFERS FRIDGE (E) TYPE-1 HOOD (E) CHEM. SHELF & MOP RACK (E) MOP SINK (E) WATER HEATER FREEZER (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS WASHABLE FRP PANEL EL E V A T E D O N 4 ' ' M I N . H I G H C O N T I N U O U S L Y C O V E D B A S E O R C O N C R E T E C U R B . DOUGH SHEETER STAINLESS STEEL WASHABLE FRP PANEL (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS RETARDER PROOFER RETARDER PROOFER 36'' GRIDDLE (E) TYPE-1 HOOD JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 4.02 INTERIOR ELEVATIONS - BACK KITCHEN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1/2" = 1'-0"3 BACK KITCHEN ELEVATION C 1/2" = 1'-0"2 BACK KITCHEN ELEVATION B 1/2" = 1'-0"1 BACK KITCHEN ELEVATION A 1/2" = 1'-0"4 BACK KITCHEN ELEVATION D 1/2" = 1'-0"5 BACK KITCHEN ELEVATION E 1/2" = 1'-0"6 BACK KITCHEN ELEVATION F REVISIONS NO. DATE DESCRIPTION 3 03/30/2026 Health 2nd PC 3 3 3 3 on casters on 6" legs 1.TYP. PARTITION BASE ATTACHMENT 5. TYP. LOW WALL4. SNEEZE GUARD DETAIL 2. TILE BASE DETAIL 6. TYP. INT. PARTITION WALL FRAMING7. TYP. SUSPENDED CEILING DETAIL TOP TRACK: 20 GA. 3-5/8'' X 1-3/8'' METAL STUDS @16'' O.C. (TYP) "CEMCO" (ICC ESR-3064P) 20 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 5.01 DETAILS Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 COUNTERTOP 2 2 2 REVISIONS NO. DATE DESCRIPTION 2 03/04/2026 BLDG 1st PC PER TABLE 2304.10.2 OF 2022 CBC 1.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL GRADES, DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. CROSS CHECK ALL DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND CIVIL DRAWINGS AND NOTIFY THE ENGINEER AND THE ARCHITECT/DESIGNER OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 2.EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN IN THE PLANS OR SPECIFICATIONS, ALL PHASES OF WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE CBC 2022 (2021 IBC WITH CALIFORNIA AMENDMENTS), AS WELL AS ALL APPLICABLE STATE AND LOCAL ORDINANCES AS ADOPTED BY THE CONTROLLING JURISDICTION. 3.THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN THE COMPLETED FORM. GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT ARE NOT LIMITED TO; BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, AND SHORING FOR THE STRUCTURE. 4.IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS AND/OR DETAILS. ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING. ANY WORK INSTALLED PRIOR TO AND/OR IN CONFLICT WITH SUCH CLARIFICATION SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER. 5.THE PRECISE DIMENSIONS AND LOCATIONS OF ALL DOOR AND WINDOW OPENINGS, INTERIOR AND EXTERIOR WALLS SHALL BE DETERMINED FROM THE ARCHITECTURAL DRAWINGS. OTHER FLOOR, WALL AND ROOF OPENINGS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND/OR SIMILAR REQUIREMENTS SHALL BE VERIFIED FROM SHOP DRAWINGS, EQUIPMENT DATA, ETC. AS REQUIRED. 6.FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREAS, AND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR CIVIL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. 7.THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND COORDINATION WITH ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER DRAWINGS, AND ALL OTHER RELATED DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF THE SUBTRADES. 8.IN ALL CASES WHERE A CONFLICT MAY OCCUR SUCH AS BETWEEN ITEMS INCLUDED IN THE SPECIFICATIONS AND NOTES ON THE DRAWINGS, OR BETWEEN GENERAL NOTES AND SPECIFIC DETAILS, THE ENGINEER SHALL BE NOTIFIED AND HE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS. 9.ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS ALTERNATES ARE APPROVED IN WRITING BY THE ARCHITECT, OWNER AND STRUCTURAL ENGINEER OF RECORD. 10.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFICATION. 11.WHERE A DETAIL, SECTION OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION. 12.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO MAKE THESE ATTACHMENTS. REVIEW AND COORDINATE ALL THE REQUIREMENTS IN THE ARCHITECTS PROJECT SPECIFICATION AS APPLICABLE. 13.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER INDICATED ON THE CONTRACT DRAWING OR NOT, AND TO PROTECT THEM FROM DAMAGE. REPAIR AND REPLACEMENT OF SAID WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 14.VIBRATIONAL EFFECTS OF MECHANICAL AND/OR ANY OTHER EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 15.UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE TO THE TOP OF BEAMS AND FOUNDATIONS. BEAMS DENOTED AS "DROP"OR "DR" HAVE THE TOP OF BEAM AT THE HEIGHT OF THE TOP PLATE. BEAMS DENOTED AS "FLUSH" OR "FL" HAVE THE BOTTOM OF BEAM AT THE HEIGHT OF THE TOP PLATE, U.N.O. GENERAL 1.ALL FRAMING SHALL CONFORM TO THE GRADES AS SET BY THE W.C.L.I.B. OR W.W.P.A. AND THE CBC AND NATIONAL DESIGN SPECIFICATION (N.D.S.). ALL LUMBER SHALL BEAR THE GRADE STAMP OF AN APPROVED TESTING AGENCY, EXCEPT EXPOSED LUMBER AT VISIBLE AREAS. 2.ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR, COAST REGION, GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. ALL LUMBER SHALL HAVE LESS THAN 19% MOISTURE CONTENT. 3.UNLESS NOTED OTHERWISE, THE MINIMUM GRADE SHALL BE AS FOLLOWS: ·HORIZONTAL FRAMING MEMBERS (JOISTS AND BEAMS) 2X D.F. #2 4X10 OR SMALLER D.F. #2 4X12 OR LARGER D.F. #1 6X D.F. #1 8X D.F. #1 ·VERTICAL FRAMING MEMBERS (STUDS AND POSTS) 2X4 STANDARD OR STUD GRADE 2X6 D.F. #2 4X4, 4X6 D.F. #2 6X6 OR LARGER D.F. #1 ·MISCELLANEOUS SILL PLATE P.T.D.F. STANDARD GRADE 2X TOP PLATE/SOLE PLATE D.F. STANDARD GRADE SHEAR BLOCKING D.F. STANDARD GRADE NON-STRUCTURAL BLOCKING AND BRIDGING UTILITY 4.ALL SILL PLATES BEARING ON MASONRY OR CONCRETE FOUNDATION WALL OR SLAB ON GRADE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH CBC 2022 2303.1.9. MINIMUM TWO BOLTS PER PLATE WITH AT LEAST ONE BOLT BETWEEN 5-12 INCHES OF PLATE ENDS. 5.BOLTS SHALL CONFORM TO ASTM A-307. ALL BOLTS THROUGH WOOD SHALL HAVE SQUARE PLATE PER WASHER SCHEDULE BETWEEN BOLT HEADS / NUTS AND WOOD BEARING SURFACE. BOLT HOLES SHALL BE BORED 1/32" TO 1/16" LARGER THAN THE BOLT DIAMETER ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO BUILDING WRAP AND DRYWALL INSTALLATION. 6.LAG SCREWS SHALL CONFORM TO A.N.S.I. B.18 7.PROVIDE 0.058" X 1.1/2" WIDE STEEL TIE STRAPS WITH 6-16d NAILS AT EACH SIDE WHERE PLATES ARE INTERRUPTED BY UTILITY PENETRATIONS AT NON-SHEAR WALLS. IF PENETRATION OCCURS AT SHEAR WALLS, NOTIFY THE ENGINEER PRIOR TO STARTING WORK. 8.WALL FRAMING TO BE 2X STUDS AT 16" O.C. ON EXTERIOR WALLS AND 2X STUDS AT 16" O.C. ON INTERIOR WALLS. PROVIDE DOUBLE TOP PLATE ON ALL WALLS THE MAXIMUM STUD HEIGHT FOR 2X4 EXTERIOR WALL IS 10'. THE MAXIMUM 2X4 INTERIOR WALL HEIGHT IS 14'. THE MAXIMUM NON-BEARING STUD HEIGHT FOR 2X6 STUDS IS 20' U.N.O. ON PLANS. 9.FOR PORTIONS OF BUILDING FRAMED PER CONVENTIONAL FRAMING PROVISIONS IN THE CBC PROVIDE PLYWOOD/OSB PANELS WALL SHEATHING WITH 10D NAIL 6" O.C. AT EDGES AND 12" O.C. AT FIELD 10.PROVIDE SINGLE JOIST UNDER NON-BEARING PARTITION PARALLEL TO JOIST. PROVIDE MINIMUM OF TWO FLOOR JOISTS BELOW BEARING WALLS U.N.O. ON PLAN. 11.ROOF SHEATHING SHALL BE INSPECTED PRIOR TO PLACING INSULATION AND ROOFING. 12.ALL STRUCTURAL SHEATHING SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE APA - THE ENGINEERED WOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PRODUCTS STANDARD PS 1-95, PS2-9, OR PRP-108. ALL SHEATHING WHICH HAS ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. SHEATHING LESS THAN 24 INCHES IN ANY DIMENSION SHALL NOT BE USED IN SHEAR WALLS, FLOOR, OR ROOF DIAPHRAGM. WOOD FRAMING NAILING SCHEDULE A.B.ANCHOR BOLT ABV.ABOVE BAR.REINF. BAR BD.BOARD BLK'G. BLOCKING BLW.BELOW BM.BEAM B.N.BOUNDARY NAIL B.O.B BOTTOM OF BEAM B.W.BOTH WAYS CANT.X.CANTILEVER CJ.CEILING JOIST COL.COLUMN CONC.CONCRETE CONT.CONTINUOUS DBL.DOUBLE D.F.DOUGLAS FIR DIA.DIAMETER (E)EXISTING E.W.EACH WAY E.J.EXPANSION JOINT E.N.EDGE NAIL E.Q.EQUAL F.G.FINISH GRADE F.J.FLOOR JOIST FL.FLUSH F.N.FIELD NAIL F.O.C.FACE OF CONCRETE F.O.M.FACE OF MASONRY F.O.S. FACE OF STUDS GA. GAUGE GALV. GALVANIZED GLB. GLUE-LAMINATED BEAM GR.BM. GRADE BEAM GWB. GYPSUM WALLBOARD HI. HIGH HDR. HEADER HFX HARDY FRAME HORIZ. HORIZONTAL K.P. KING POST LT.WT. LIGHT WEIGHT L.V.L. LAMINATED VENEER LUMBER MAS. MASONRY M.B. MACHINE BOLT (N) NEW N.G. NATURAL GRADE O/C ON CENTER P.J. POUR JOINT PSL. PARALLAM BEAM PLWD. PLYWOOD P.T. PRESSURE TREATED REINF. REINFORCING REQ'D REQUIRED RR. ROOF RAFTER T.O.B TOP OF BEAM UNO. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD ABBREVIATIONS DESIGN LOAD ( VERTICAL) DEAD LOAD LIVE LOAD ROOF LIVE LOAD SNOW LOAD CEILING 5 10 -- EXTERIOR WALL 15 --- INTERIOR WALL 10 --- SHEET INDEX NO.SHEET NUMBER SHEET TITLE 1 S-0 GENERAL NOTES & STRUCTURAL SPECS. 2 S-1 FRAMING PLAN 10.PROVIDE MINIMUM YIELD STRESS, FY , OF 50 KSI FOR 16 GAUGE (54 MIL) AND THICKER AND 33 KSI FOR 18 GAUGE (43 MIL) AND THINNER. 11.COLD-FORMED STEEL JOISTS SHALL HAVE PUNCHED ENLARGED SERVICE HOLES WITH STIFFENED FLANGES. 12.EXTERIOR WALL STUDS SHALL BE 362S200-43 @24" O.C. AND SATISFYING THE REQUIREMENTS OF LOAD BEARING STUD WALLS PER TABLE OF NOTE 13 BELOW (WHICHEVER IS GREATER).UNLESS NOTED OTHERWISE ON PLANS. WALLS SHALL BE PROVIDED WITH MANUFACTURER'S STANDARD BRIDGING ( EITHER WELDED 2 1/2"X18 GAUGE STUD OR CLIPPED COLD-ROLLED CHANNEL 1 1/2"X16" GAUGE). PROVIDE BRIDGING AT 4'-0" O.C. MAXIMUM FOR LOAD BEARING WALLS AND EXTERIOR WALLS. 13. EXCEPTION: WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDE OF WALL STUDS, BRIDGING IS ALLOWED TO BE OMITTED SHOP DRAWINGS: WHERE IS PROPOSED TO DIFFER FROM DETAILS SHOWN, SUBMIT SHOP DRAWINGS. SHOW METHOD OF STUD ATTACHMENT TO FLOOR AND CEILING TRACKS, ATTACHMENT OF TRACKS, CONSTRUCTION OVER AND AROUND DOORS AND OTHER OPENINGS, AT CORNERS, CEILING DETAILS, AND OTHER SIGNIFICANT FEATURES. FRAMING AT DOOR JAMBS AND OPENINGS: PROVIDE SINGLE 18 GAUGE STUD OR DOUBLE 20 GAUGE STUDS AT DOOR JAMBS AND CASED OPENINGS, AND OTHER LOCATIONS INDICATED. CROSS-BRACING: UNLESS INDICATED ON DRAWINGS, CROSS-BRACING AT DOUBLE STUD WALLS AND PARTITION SHALL NOT BE USED TO LIMIT DEFLECTION UNLESS ACOUSTICAL PERFORMANCE OF WALL OR PARTITION IS NOT DEGRADED. TRACKS, SILLS AND HEADERS: UNPUNCHED CHANNELS SIZED FOR STUD FLANGES, GAUGE THE SAME AS STUDS UNLESS OTHERWISE NOTED. SLOTTED HEAD TRACKS AT STUDS TO STRUCTURE ABOVE. METAL FRAMING FINISH: ALUMINUM-ZINC CORROSION RESISTANT COATING, ASTM A792 OR HOT DIPPED GALVANIZED ASTM A525 G60. SCREWS: AS RECOMMENDED OR REQUIRED BY MANUFACTURER, SELF-FILLING, SELF-TAPPING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER'S PROPRIETARY TYPE " SSCJ" C-SHAPED STEEL JOISTS OF THE SIZE INDICATED ON WITH EXTRA-LARGE TRAPEZOID-SHAPED SERVICE HOLES WITH FY=33 KSI FOR 18 GAUGE AND 50 KSI FOR 16, 14 AND 12 GAUGE. PROVIDE JOIST BRIDGING/BLOCKING @ 8'-0" O.C. MAXIMUM. STUDS AND JOISTS INSTALLATION: INSTALL STUDS AND JOISTS AT 24 INCHES ON CENTER TYPICALLY, UNLESS OTHERWISE INDICATED. DO NOT SPLICE STUDS AND JOISTS. PROVIDE STUDS NOT MORE THAN 2 INCHES FROM EACH CORNER OF WALL OR ABUTTING CONSTRUCTION. SECURE STUDS TO TOP AND BOTTOM TRACKS WITH 2-#10 SCREWS PER LOCATION. BACKING PLATES: 16 GAUGE GALVANIZED SHEET METAL COVERING FULL WIDTH OF STUD SPACING BY 4 INCH WIDE MINIMUM. INSTALL STUD TRACK OR SHEET METAL BACKING AS INDICATED AND AS NECESSARY TO SUPPORT ALL PRODUCTS ATTACHED TO WALL OR CEILING AFTER COMPLETION OF FINISH SURFACE, INCLUDING TOILET AND BATH ACCESSORIES, PLUMBING AND ELECTRICAL FIXTURE, ELECTRICAL PANELS, TOILET PARTITIONS, CASEWORK, HARDWARE, HANDRAILS AND TRIM. TRACK INSTALLATION: PLACE AND ALIGN TRACKS IN CONFIGURATIONS SHOWN. SECURE TOP, BOTTOM AND SIDE TRACKS AT MAXIMUM 24 INCHES ON CENTER TO STRUCTURE USING FASTENERS AS DETAILED. PROVIDE FOR DEFLECTION AT TOP TRACK OF PARTITION FRAMING ABUTTING STEEL FLOOR OR ROOF DECK, AS INDICATED ON THE DRAWINGS. COORDINATION: COORDINATE ERECTION OF STUDS AND JOISTS WITH INSTALLATION OF SERVICE UTILITIES TO MINIMIZE DISCONTINUITY IN FARMING. ALIGN STUD WEB OPENINGS. COORDINATE WITH INSTALLATION OF BUCKS, ANCHORS, BACKING, BLOCKING, PLUMBING, MECHANICAL AND ELECTRICAL COMPONENTS TO PROVIDE NECESSARY CLEARANCES AND SUPPORTS. COORDINATE WITH REQUIREMENTS FOR DOOR AND WINDOW FRAME SUPPORTS AND ATTACHMENTS. CLEARANCES: MAINTAIN CLEARANCE UNDER BUILDING STRUCTURAL MEMBERS TO AVOID DEFLECTION TRANSFER TO NON-LOAD BEARING FRAMING. OPENINGS AND RECESSES: PROVIDE FRAMED OPENINGS FOR ALL RECESSED AND BUILT-IN COMPONENTS. COORDINATE INSTALLATION OF FRAMING WITH REQUIREMENTS FOR DOOR AND WINDOW FRAME SUPPORTS AND ATTACHMENTS. BRACING INSTALLATION: INSTALL BRACING AT STUDS AND JOISTS TO MAKE RIGID. INSTALL INTERLOCKING BRIDGING MEMBER THROUGH STUD WEB OPENINGS AT STUDS 7-1/2 FEET IN LENGTH OR GREATER. H. COLD FORMED METAL FRAMING GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 15. 16. 14. 1.ALL COLD-FORMED METAL FRAMING SHALL CONFIRM TO AISI STANDARD S240-20 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS''. 2.SHALL MEET ALL THE REQUIREMENT AISI 2022 LATEST EDITION. 3.CONTRACTOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY CONTROL OVER ALL FABRICATION AND ERECTION COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERMENT AGENCIES HAVING JURISDICTION. 4.PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT 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. 5.FASTENING OF COMPONENTS SHALL BE WITH ICC APPROVED 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 ZIN-RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. 6.UNIFORM AND LEVEL JOIST BEARING SHALL BE PROVIDES AT FOUNDATION WALLS BY MEANS OF SHIMS AND/OR NON-SETTING GROUT. 7.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL'', LATEST EDITION. 8.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN FULL COMPLIANCE WITH AWS D1.3 9.UNLESS NOTED OTHERWISE ON THE DRAWINGS, SCREWS SHALL BE #10-16 SELF DRILLING, SELF TAPPING HEX HEAD SCREWS WITH HEAD DIAMETER OF 0.333 IN. ALL WALL STUD FRAMING SHALL SATISFY THE REQUIREMENTS OF TABLE BELOW (U.N.O.). PROVIDE BRIDGING AT 4'-0" O.C. MAXIMUM FOR LOAD BEARING WALLS. WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDE OF WALL STUDS, BRIDGING IS ALLOWED TO BE OMITTED. (inches) 24362S200-43 24 (feet) 9.5 (inches) 24 (feet) 16'-0" (inches)(inches) -- 362S200-43 16 1614 2416'-0"16 17. IN-LINE FRAMING: EACH JOIST, RAFTER, TRUSS, AND STRUCTURAL WALL STUD (ABOVE OR BENEATH) SHALL BE ALIGNED VERTICALLY ACCORDING TO LIMIT OF AISI-S200 (SEE 2/SD2 FOR LIMITS). THE ALIGNMENT TOLERANCE IS NOT REQUIRED WHERE LOAD DISTRIBUTION MEMEBER IS SPECIFIED IN PLAN DRAWINGS OR DETAILS. MAXIMUM SPACING WHEN SUPPORTING NON-BEARING WALLS BEARING WALLS MAXIMUM SPACING STUD SIZE STUD HEIGHT ROOF & CL'G ONLY ONE FLOOR ROOF & CL'G TWO FLOOR ROOF & CL'G STUD HEIGHT COLD FORMED METAL FRAMING PROJECT DESIGN CRITERIA BUILDING CODE 2022 CBC OCCUPANCY CATEGORY II GEOTECHNICAL PARAMETERS GEOTECHNICAL ENGINIEER CHAPTER 18 MIN. GEOTECHNICAL COMPANY'S ADDRESS N/A GEOTECHNICAL COMPANY'S TELEPHONE NUMBER N/A REPORT NUMBER N/A DATE N/A ALLOWABLE SOIL BEARING PRESSURE 1500 PSF COEFFICIENT OF FRICTION 0.3 LATERAL DESIGN PARAMETERS SEISMIC DESIGN PARAMETERS (EQV. LATERAL FORCE PROCEDURE) SEISMIC DESIGN CATEGORY D SEISMIC IMPORTANCE FACTOR, Ie 1 SITE CLASS D- DEFAULT SHORT PERIOD SPECTRAL ACCELERATION, Ss 1.272 1ST PERIOD SPECTRAL ACCELERATION, S1 0.456 SHORT PERIOD ACCELERATION PARAMETER, SDS 1.017 1 SECOND ACCELERATION PARAMETER, SD1 0.561 LATERAL FORCE RESISTING SYSTEM RESPONSE MODIFICATION FACTOR, R 1.5 SEISMIC RESPONSE COEFFIECIENT, Cs 0.678 DESIGN BASE SHEAR V = 0.7CsW 0.475W WIND DESIGN PARAMETERS (ASCE 7-16, METHOD 2) EXPOSURE CATEGORY C DESIGN WIND SPEED 95 PMH WIND IMPORTANCE FACTOR, Iw 1.0 DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER SPACING & LOCATION 1. Blocking between ceiling joists, rafters or trusses to top plate or other framing below ROOF 3-8d common (2 1/2"x0.131"); or 3-10d box (3″ x 0.128″); or 3-3″ × 0.131″ nails; Each end, toenail 2-8d common (2 1/2" x 0.131")Blocking between rafters or truss to rafter or truss 2-3″ × 0.131″ nails 2-16 d common (3 1/2" x 0.162") 3-3″ × 0.131″ nails not at the wall top plate, Each end, toenail Each end 16d common (3 1/2"x0.162") @6"o.c.Flat blocking to truss and web filler 3″ × 0.131″ nails @ 6″ o.c. Face nail 2. Ceiling joists to top plate 3-8d common (2 1/2"x0.131"); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; Each joist, toenail 3. Ceiling joist not attached to parallel rafter, lap over partitions (no thrust) (see Section R802.5.2, 3-16d common (3 1/2"x0.162"); or 4-10d box (3″ x 0.128″); or 4-3″ × 0.131" nails; Face nail Table R802.5.2.(1)) 4. Ceiling joist attached to parallel (see Section R802.5.2, Per Table R802.5.2.(1)Face nailrafter (heel joint) Table R802.5.2.(1)) 5. Collar tie to rafter 3-10d common (3″ x 0.148″); or 4-10d box (3″ x 0.128″); or 4-3″ × 0.131″ nails; Face nail 6. Rafter or roof truss to top plate 3-10 common (3″ x 0.148″); or 3-16d box (3 1/2" x 0.135"); or 4-10d box (3" x 0.128″); or 4-3″ × 0.131 nails; Toenail i 7. Roof rafters to ridge valley or hip 3-10d common (3 1/2"x0.148"); or 4-16d box (3 1/2"x0.135"); or 4-10d box (3″ x 0.128″); or 4-3″ × 0.131″ nails; Toenail 2-16d common (3 1/2"x0.162"); or 3-10d box (3″ x 0.128″); or 3-3″ × 0.131″ nails; End nail rafters; or roof rafter to 2-inch ridge beam 16d common (3 1 8. Stud to stud 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; 24″ o.c. face nail 16″ o.c. face nail /2″ × 0.162″); (not at braced wall panels) 9. Stud to stud and abutting studs (at braced wall panels) 16d common (3 1/2"x0.162"); 16d box (3 1/2"x0.135"); 3″ × 0.131″ nails; 16″ o.c. face nail 12″ o.c. face nail 12″ o.c. face nail at intersecting wall corners 10. Built-up header (2″ to 2″ header 16d common (3 1/2"x0.162"); 16d box (3 1/2"x0.135") 16″ o.c. ea. edge, face nail 12″ o.c. ea. edge, face nail 11. Continuous header to stud 4-8d common (2 1/2"x0.131") ; or 4-10d box (3″ × 0.128″) Toenail 12. Adjacent full-height stud to end 4-16d box (31/2"x 0.135"); or 3-16d common (31/2" x 0.162"); or End nail 16d common (31/2" × 0.162")13. Top plate to top plate 15. Bottom plate to joist, rim joist, (not at braced wall panels) 16. Bottom plate to joist, rim joist, wall panels 16d common (3 1/2″ × 0.162″); 16d box (3 1/2″ × 0.135″); or 3″ × 0.131″ nails; 2-16d common (3 1/2″ × 0.162″); or 3-16d box (3 1/2″ × 0.135″); or 12" o.c. face nail 4-3″ × 0.131″ nails; 4-8d box (21/2" × 0.113"); or 17. Top or bottom plate to stud 3-16d box (31/2" × 0.135"); or 4-8d common (21/2" × 0.131"); or 2-16d common (3 1/2″ × 0.162″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; 2-16d common (3 1/2″ × 0.162″); or18. Top plates, laps at corners 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; Toenail End nail Face nail 16" o.c. face nail 16" o.c. face nail band joist or blocking band joist or blocking at braced and intersections WALL 2-8d common (2 1/2″ × 0.131″); or 19. 1″ brace to each stud and plate 20. 1″ × 6″ sheathing to each bearing 21. 1″ × 8″ and wider sheathing 2-10d box (3″ × 0.128″); or 2 staples 1 3/4" 2-8d common (2 1/2″ × 0.131″); or 2-10d box (3″ × 0.128″) 4-8d box (21/2" × 0.113"); or 3-8d common (21/2" × 0.131"); or Face nail Face nail Face nail to each bearing Edges (inches) Intermediate supports (inches) 31.3/8″ - 1/2" 6d common or deformed (2″x0.113″x 0.266" head)(subfloor and wall) 8d common (21/2" × 0.131") nail RSRS-01 (2 3/8" × 0.113") nail (roof) 2 3/8″ x0.113″ x 0.266" head nail 6 6 6 6 (roof) 32. 19/32" - 3/4" 33. 7/8"- 1 1/4" 8d common (2 1/2″ × 0.131″) nail (subfloor, wall) 10d common (3″ × 0.148″); or deformed nail 34. 1/2″ structural cellulosic 1 1/2" × 0.120" galvanized roofing 1 1/4" long 16 ga. staple with 7/16" 6 6 12 12 3 6 3 6 OTHER EXTERIOR WALL SHEATING WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING Deformed (2"× 0.113") or Deformed (2" × 0.120") nail; or 6 12 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATING TO FRAMING AND PARTICLEBOARD WALL SHEATING TO FRAMING FLOOR 3-8d common (21/2" × 0.131"); or 22. Joist to sill, top plate, or girder 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; Toenail 8d common (2 1/2″ × 0.131″); or 23. Rim joist, band joist, or blocking below 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; 6" o.c., toenail to top plate, sill or other framing 25. 2″ subfloor to joist or girder 26. 2" planks (plank & beam-floor 2-16d common (3 1/2″ × 0.162″) 2-16d common (3 1/2″ × 0.162″) Blind and face nail Each bearing, face nail & roof) 20d common (4″ × 0.192″) 28. Built-up girders and beams, 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; Nail each layer as follows: 32" o.c. at top and bottom 24" o.c., face nail at top and bottom staggered on and staggered. on opposite sides And: 2-20d common (4″ × 0.192″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; Ends and at each splice, face nail 2″ lumber layers 3-16d common (3 1/2″ × 0.162″); or29. Ledger strip supporting joists 4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; Each joist or rafter, face nail or rafters 2-8d common (2 1/2″ × 0.131″); or 30. Bridging or blocking to joist,2-10d box (3″ × 0.128″); or 2-3″ × 0.131″ nails; Each end, toenail rafter or truss 4-8d box (2 1/2"x0.113"); or 4-8d box (2 1/2"x0.113"); or 3-16d box (31/2" x 0.135"); or with 1/2" spacer)) 5-8d box (21/2" x 0.113"); or of header 4-10d box (3" x 0.128"); or 4-3" × 0.131" nails 8-16d common (3 1/2"x0.162"); or14. Double top plate splice 12-10d box (3″ × 0.128″); or 12-3″ × 0.131″ nails; Each side of end joint, face nail (min. 24" lap splice length each side of end joint) 12-16d box (31/2" × 0.135"); or 10d box (3" × 0.128"); or 3" × 0.131" nails 16" o.c. face nail 12" o.c. face nail 3-16d box (31/2" × 0.135"); or 4-10d box (3" × 0.128"); or 4-3" × 0.131" nails 3-8d box (21/2" × 0.113"); or 2 staples, 1" crown,16 ga.,13/4" long 3-8d box (21/2" × 0.113"); or Wider than 1" × 8" 3-10d box (3" × 0.128"); or 4 staples,1" crown, 16 ga.,13/4" long 4-8d box (21/2" × 0.113"); or 8d box (21/2" × 0.113") 4" o.c., toenail 24. 1"x6" subfloor or less to each joist 3-8d box (21/2" × 0.113"); or 2-8d common (21/2" × 0.131"); or 3-10d box (3" × 0.128"); or 2 staples,1" crown, 16 ga.,13/4" long Face nail 3-16d box (31/2" × 0.135"); or 3-16d box (31/2" × 0.135"); or 27. Band or rim joist to joist 4-10 box (3" × 0.128"); or 3-16d common (31/2" × 0.162"); or 4-3" × 0.131" nails; or 4-3" × 14 ga. staples, 7/16" crown End nail 4-16d box (31/2" × 0.135"); or f 6f 6f (subfloor, wall)i 6 6f b 8d common (2 1/2″ × 0.131″) nail (roof); or, RSRS-01 (2 3/8" × 0.113") nail (roof) b 6 6f Deformed 23/8" × 0.113" × 0.266" head (wall or subfloor) 6 12 (21/2" × 0.131 × 0.281" head) g a, b, c fiberboard sheathing 1" crown nail,7/16" head diameter; or 35. 25/32″ structural cellulosic fiberboard sheathing 1 3/4" × 0.120" galvanized roofing 1 1/4" long 16 ga. staple with 7/16" 1" crown nail,7/16" head diameter; or 7 7 36. 1/2" gypsum sheathing 1 1/2" × 0.120" galvanized roofing 1 1/4" long 16 ga; staple galvanized, 1 1/2" long; nail,7/16" head diameter; or 7 7 37. 5/8" gypsum sheathing d d 7/16" or 1" crown or 11/4" screws, Type W or S 1 3/4" × 0.120" galvanized roofing 1 1/4" long 16 ga; staple galvanized, 1 1/2" long; nail,7/16" head diameter; or 7/16" or 1" crown or 11/4" screws, Type W or S 38. 3/4" and less 8d common (21/2" × 0.131") nail 8d common (21/2" × 0.131") nail; or Deformed (2" × 0.113"); or 6 1239. 7/8" - 1" Deformed (21/2" × 0.120") nail 10d common (3" × 0.148" ) nail; or Deformed (2" × 0.113");or 6 1240. 1 1/8" - 1 1/4" Deformed (21/2" × 0.120") nail a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections are carbon steel and shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. Connections using nails and staples of other materials, such as stainless steel, shall be designed by accepted engineering practice or approved under Section R104.11. b. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with ASTM C1280 or GA 253. Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. BLKG WHERE REQ'D. BOUNDARY NAILING 6" O.C. U.N.O. (B.N.) FIELD NAILING 12" O.C. U.N.O.) 2ND ROW PLYWD. SHEET STAGGERED BOUNDARY NAILING (B.N.) PLYWD. PANEL LAY PERP. TO ROOF FRAMING BLDG. EXT. WALLS ROOF FRAMING (TRUSS/JOIST/RAFTER) EDGE NAILING (6" O.C. U.N.O.) (E.N.) SHEATHING NAILING ROOF - 15/32 INCH A.P.A. RATED SHEATHING (EXP. 1, 32 / 16)8d's @ 6" O.C. E.N. 8d's @ 12" O.C. F.N.- 15/32 INCH OSB PANEL, PANEL EDGE CLIP, 32/16 SPAN RATING FLOOR - 23/32 INCH APA RATED STURD-I-FLOOR, EXP. 1, T & G OR PANEL EDGE CLIP, 24" O.C. SPAN RATING 10d's @ 6" O.C. E.N. 10d's @ 12" O.C. F.N. - 19/32 INCH APA RATED STURD-I-FLOOR, EXP. 1, T & G OR PANEL EDGE CLIP, 20" O.C. SPAN RATING - 23/32 INCH OSB WITH PANEL EDGE CLIP, 40/20 SPAN RATING - 19/32 INCH OSB WITH PANEL EDGE CLIP, 32/20 SPAN RATING TYP. ROOF & FLOOR PLYWD. LAYOUT 14. ROOF AND FLOOR SHEATHING, AND SHEAR WALL PANELS, NAILING AND INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING. 15. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUITS, ETC. UNLESS SPECIFICALLY DETAILED ON DRAWINGS. 16. UNLESS NOTED OTHERWISE ON THE PLANS, COMPLY WITH CBC TABLE 2304.10.2 FOR NAILING SCHEDULE. 17. ALL NAILS SHALL BE COMMON NAILS IN COMPLIANCE WITH FEDERAL SPECIFICATIONS FF-N-105B. SINKERS SHALL NOT BE ALLOWED UNLESS SPECIFIED OR APPROVED BY THE ENGINEER. ALL NAILS EXPOSED TO WEATHER, HEAT AND/OR MOISTURE SHALL BE GALVANIZED. 18. ALL WOOD IN CONTACT WITH THE GROUND, MASONRY, OR CONCRETE WITHIN 18" OF THE GROUND SHALL BE PRESSURE TREATED, OR HEART REDWOOD/CEDAR WITH APPROVED RESISTANCE TO DECAY AND ATTACK FROM INSECTS. 19. MINIMUM DIMENSION OF ROOF SHEATHING TO BE 24" PER 2021 SDPWS SECTION 4.2.8 13. ALL STRUCTURAL SHEATHING SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE APA - THE ENGINEERED WOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PRODUCTS STANDARD PS 1-95, PS2-9, OR PRP-108. ALL SHEATHING WHICH HAS ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. SHEATHING LESS THAN 24 INCHES IN ANY DIMENSION SHALL NOT BE USED IN SHEAR WALLS, FLOOR, OR ROOF DIAPHRAGM. - DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE 03/15/2026 26033 J.C. DE Y I C O N S U L T A N T S , I N C 39 4 3 I R V I N E B L V D . # 7 6 5 I R V I N E , C A 9 2 6 0 2 9 4 9 - 6 5 6 - 6 1 3 4 JU N F E I . C H E N @ D E Y I C O N S U L T A N T S . C O M - LY N N K O B A K E R Y 2 H U T T O N C E N T E R D R . S A N T A A N A , C A 9 2 7 0 7 GENERAL NOTES & STRUCTURAL SPEC. S-0 EXP. DATE: 09/30/2026 FRAMING LEGEND FRAMING NOTES INDICATES 2X ROOF RAFTER OR MANUFACTURED TRUSS @ 24" O.C. INDICATES 2X CEILING JOIST INDICATES POST OR TRIMMER BEAM NUMBER "#" PER CALCULATIONS INDICATES 2X FLOOR JOISTS @ 16" O.C. U.N.O. WITH 3/4" THICK FLOOR SHEATHING AS SPECIFIED ON SHEET S0. X HEADER OR DROP BEAM PER PLAN X FLUSH BEAM PER PLAN DETAIL NUMBER DETAIL SHEET NUMBER FJ CJ RR 1.THE SPECIFICATIONS, GENERAL NOTES ON SHEET S-0, GENERAL STRUCTURAL DETAILS ON STRUCTURAL DETAIL SHEETS AND THE FOLLOWING APPLY TO THE WORK OF THE ROOF FRAMING 2.CONTRACTOR SHALL CHECK ROOF FRAMING DIMENSIONS AGAINST THE ARCHITECTURAL PLAN AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY OMISSIONS AND/OR DISCREPENCIES BEFORE STARTING WORK. 3.ALL WALLS ARE TO BE 2x4 STUDS @ 16" O.C. UNLESS OTHERWISE NOTED. 4.SEE ARCHITECTURAL PLANS FOR LOCATIONS OF 2x6 PLUMBING WALLS. 5.BEARING HEADERS SPANNING 8'-0" OR MORE SHALL HAVE AT LEAST 2-2x TRIMMER CONTINUOUS TO THE SOLE PLATE AND 2-2X KING STUDS, U.O.N. ALL SHEAR CONNECTORS AND BLOCKING AT PLATE LEVEL MUST BE INSTALLED 6.PRIOR TO THE INSTALLATION OF ROOF SHEATHING. 7.ROOF SHEATHING SHALL BE AS SPECIFIED ON SHEET S-0. 8.INTERIOR NON-BEARING WALL TOP PLATE SHALL BE 1x4 OVER 2x4. 9.BALLOON FRAME INDICATES WALL CONT. FROM SILL PLATE TO TOP PLATE DIRECTLY BELOW ROOF SHTG. 10.FOR ALL CS COILED STRAPS USE 8d NAILS ON EVERY OTHER NAIL HOLE. 11.TOP PLATES AT ALL FRAMING LEVELS SHOULD BE SPLICED PER DETAIL, U.N.O. ON PLANS. 12.USE SIMPSON LUS HANGER FOR FLOOR JOIST TO FLUSH BEAM CONNECTION U.N.O. 13.USE SIMPSON FULL DEPTH HU-HANGER (MAX - FILL ALL HOLES INCLUDING TRIANGLE HOLES) FOR BEAM TO BEAM CONNECTIONS, U.N.O. NEW CEILING FRAMING EXISTING FRAMING TO REMAIN FRAMING SCHEDULE (E) 362S162-33 CFS CEILING JOISTS @ 16" O.C.C1 1A CONT. 362T125-43 CFS CEILING BEAM , TYP. (E) 2X4 ACT CEILING @ 12'-10" AFF. V.I.F. (E) W.I.C. CEILING @ 8'-6" (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 10'-0" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-4" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-9" AFF. V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. (N) DRYWALL CEILING @ 8'-11" AFF. V.I.F. (E) TYPE-1 HOOD L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L1 L1 L2 L2 L2 L3 L1 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L6 L6 L6 L6 L6 L6 L6 L6 L6L6 L6 L6 (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA 1A 1A 1A 1A 1A 1A PERARCH.PE R AR C H . PERARCH. PE R AR C H . PERARCH. 1A EX I S T I N G R O O F S Y S T E M C1 (B . O . B = 9 ' - 0 " ) C1 (B.O.B=9'-0") C1 (B.O.B=9'-0") 3 S-1 1 S-1 2 S-1 TYP. TYP. TYP. PROPOSED CEILING FRAMING PLAN SCALE 1/4"=1'-0" - DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE 03/15/2026 26033 J.C. DE Y I C O N S U L T A N T S , I N C 39 4 3 I R V I N E B L V D . # 7 6 5 I R V I N E , C A 9 2 6 0 2 9 4 9 - 6 5 6 - 6 1 3 4 JU N F E I . C H E N @ D E Y I C O N S U L T A N T S . C O M - LY N N K O B A K E R Y 2 H U T T O N C E N T E R D R . S A N T A A N A , C A 9 2 7 0 7 FRAMING PLAN S-1 CONNECTION DETAIL CFS STUD WALLS WHERE OCCURS CFS CEILING JOISTS PER PLAN CONT. 362T125-33 CFS TRACK w/ #10 SMS EA. SIDE (2)#10 SELF TAPPING CREWS TO EA. STUD AT STUD WALL CFS CEILING JOISTS PER PLAN CONC. / CMU WALL WHERE OCCURS CONT.362T125-33 TRACK W/ (2) HILTI X-U 0.157"Ø X 1.0" MIN. EMBED. SHOT PIN @ 12" O.C. W/ WASHER (ESR-2269) AT CONC. WALL (2)#10 CREWS EA. SIDE GYP. PER ARCH.GYP. PER ARCH. 1", TYP. 1", TYP. CEILING CONNECTION DETAIL (E) PLY. SHEATHING 362S162-33 BRACING @ 8'-0" O.C, TYP. 362S162-33 CFS STUD WALLS @ 24" O.C. CFS CEILING JOISTS PER PLAN GYP. PER ARCH 7'-0" MAX. CONT. 362T125-43 CFS BOTT. TRACK w/ #10 SMS EA. SIDE STUD (2)#10 SELF TAPPING CREWS, TYP. (3)#10 SELF TAPPING SCREWS, TYP. (3)#10 SELF TAPPING SCREWS, TYP. 1 1 (E) JOISTS WHERE OCCURS (3)#10 SCREWS TO BLK'G (N) 2x BLK'G @ 24" O.C. w/ (4) 16d's NAILS EA. END SOFFIT DETAIL 362S162-33 BRACING @ 48" O.C,TYP.(3)#10 SELF TAPPING SCREWS, TYP. (2)#10 SELF TAPPING CREWS, TYP. CONT. 362T125-43 CFS BOTT. TRACK w/ #10 SMS EA. SIDE STUD (E) CEILING SYSTEM WHERE OCCURS PE R A R C H . GYP. PER ARCH CFS CEILING JOISTS PER PLAN CONT. 20GA TRACK w/ #10 SMS EA. SIDE 362S162-33 CFS STUD WALLS @ 24" O.C. 1 1 CONT. 362T125-33 CFS BOTT. TRACK SEE DETAIL 3/S-1 (N) 2x BLK'G @ 24" O.C. w/ (4) 16d's NAILS EA. END 2 1 3 EXP. DATE: 09/30/2026 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 02/16/2026 REVISIONS HVAC NOTES AND SPECIFICATIONS ° M-1.0 DUCT WORK SYMBOLS SITE PLAN JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 02/16/2026 REVISIONS HVAC EQUIPMENT SCHEDULES M-1.1 ° (SIDE OF DUCT CONNECTION) TYPICAL DIFFUSER CONNECTION REMOTE VOLUME DAMPER IN HARD LID DETAIL CEILING EXHAUST FAN DETAIL FLAT ROOF CAP DETAIL (E) TYPE-1 HOOD L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L1 L1 L2 L2 L2 L3 L1 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L6 L6 L6 L6 L6 L6 L6 L6 L6L6 L6 L6 (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 02/16/2026 REVISIONS HVAC CEILING PLAN HVAC CEILING PLAN M-2.0 HVAC KEYED NOTESHVAC GENERAL NOTES JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 02/16/2026 REVISIONS TITLE 24 FORMS T-24.0 01/09/26 M34279 GMEP ENGINEERS GARY ZHOU MECHANICAL 26439 RANCHO PKWY S SUITE #120 (949)267-9095LAKE FOREST, CA 92630 01/09/26 ELECTRICAL SYMBOL LIST SYMBOL DESCRIPTION SECTION 1. SYMBOLS FOR CONDUITS HOMERUN TO PANEL OR EQUIPMENT AS NOTED CONDUIT RUN CONCEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTED 3/4"C.-3 #12 3/4"C.-4#12 3/4"C.-5#12 3/4"C.-8#12 3/4"C.-6 #12 3/4"C.-7 #12 BRANCH CIRCUIT, 2#12 IN 1/2" CONDUIT OR AS NOTED OR SYMBOLIZED AS: CONDUIT IN OR UNDER SURFACE AS NOTED, 3/4" MINIMUM SIZE. CIRCUIT CONDUCTORS, OR AS NOTED. CONDUIT RUN WITH EQUIPMENT GROUNDING CONDUCTOR, SAME SIZE AS IG CIRCUIT CONDUCTORS, OR AS NOTED. CONDUIT RUN WITH ISOLATED GROUNDING CONDUCTOR, SAME SIZE AS EM CONDUIT WITH EMERGENCY CIRCUIT X EXISTING CONDUIT TO REMAIN. R EXISTING CONDUIT TO BE REMOVED. SECTION 2. EQUIPMENTS A ELECTRICAL PANELBOARD, FLUSH OR SURFACE MOUNTED AS INDICATED LETTERED BALLOON INDICATES DESIGNATION J JUNCTION BOX, ABOVE CEILING, OR AS REQUIRED TO SUIT THE APPLICATION APPROXIMATE LOCATION OF EXISTING J-BOX IN ACCESSIBLE CEILING SPACEJ WITH 3/4" CONDUIT AND PULL WIRE TO ACCESSIBLE CEILING SPACE. DATA OUTLET IN WALL +18" OR AS NOTED. SINGLE GANG OUTLET BOX COMBINATION TELE/DATA OUTLET BOX, +18" OR AS NOTED. SINGLE GANG OUTLET WITH 3/4" CONDUIT AND PULL WIRE TO ACCESSIBLE CEILING SPACE. WALL MOUNTED 2 HOUR BY PASS TIMER (TORK #A500 SERIES) EXH EXHAUST FAN SWITCH, +48" OR AS NOTED ON MECHANICAL DRAWINGS EXHAUST FAN, F.B.M., WIRED BY ELECTRICAL FUSED DISCONNECT SWITCH, SIZE AND FUSED AS NOTED ON PLAN SINGLE POLE SWITCH, +42" OR AS NOTED D WALL MOUNTED DIMMER, 1000 WATT RATING OR AS NOTED. HEIGHTMOUNTING +42" A.F.F. OR AS NOTED. SECTION 3. RECEPTACLES DUPLEX RECEPTACLE FLUSH IN FLOOR BOX WITH DUPLEX HINGE COVERS DUPLEX RECEPTACLE IN WALL 120V, 20AMPS, +18" A.F.F, 3'' ABOVE COUNTER TWO-GANG DUPLEX RECEPTACLE (QUADPLEX) IN WALL, +18" A.F.F OR AS NOTED GFI GFI DUPLEX RECEPTACLE IN WALL, +42" A.F.F OR AS NOTED DUPLEX RECEPTACLE (20 AMP) +18" OR AS NOTED (ON A SEPARATE CIRCUIT) SPECIAL RECEPTACLE NEMA TYPE AS DESIGNATED, +18" OR AS NOTED FLUSH POKE THRU COMBINATION TELE/DATA AND DUPLEX SECTION 4. SENSORS SECTION 5. MISCELLANEOUS REFERENCE TO PLAN NOTES CONDUIT STUBBED UPUP CONDUIT STUBBED DOWNDN (E)DENOTES EXISTING TO REMAIN (N)DENOTES NEW TO MATCH EXISTING (R)DENOTES EXISTING RELOCATED DEVICE AT NEW LOCATION DEMOLITION NOTES THE DRAWINGS SHOW THE WORK TO BE IN PLACE AT THE COMPLETION OF INSTALLATION. MAKE NECESSARY ALTERNATIONS TO COORDINATE AND CONNECT THE EXISTING ELECTRICAL WORK WITH THE NEW SUCH THAT, WHEN THE WORK IS DONE, THE ENTIRE ELECTRICAL INSTALLATION, EXISTING AND NEW, IS IN COMPLETE OPERATING CONDITION. a) EXISTING MATERIAL TO REMAIN UPON COMPLETION IS INDICATED ON DRAWINGS AS EXISTING. FEEDERS (CONDUIT AND WIRES) ARE EXISTING TO THEIR RESPECTIVE SOURCE. ALTHOUGH NOT INDICATED ON THE DRAWINGS, TEMPORARY REMOVAL OR RE-ROUTE CONDUITS AND REPLACE EXISTING WIRES WITH NEW DURING CONSTRUCTION WORK MAYBE REQUIRED. C) PROVIDE AND INSTALL NEW COVER PLATES FOR ALL REMOVED OUTLETS, SWITCHES, LIGHT FIXTURES, AND OTHER ELECTRICAL DEVICES WHEN THE OUTLET BOX IS TO REMAIN. d) REMOVE ALL EXISTING ABANDONED FEEDERS (CONDUITS AND WIRES) BACK TO PANEL BOARDS. LABEL NEW PANEL DIRECTORY AS "SPARE". e) MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS, EQUIPMENT, ETC., FED BY ABANDONED OUTLET. THEY SHOULD BE IN OPERATION AFTER THE WORK IS DONE. MAINTAINING CONTINUITY SHALL CONSIST OF RE-ROUTING OF CONDUIT AND WIRING, AS REQUIRED TO SUIT THE EXISTING CONDITIONS. f) DASHED J-BOX DENOTES APPROXIMATE LOCATION OF EXISTING BOXES IN ACCESSIBLE CEILING SPACE. ALL CONDUIT SHOWN FROM J-BOX IS NEW UNLESS SHOWN OTHERWISE AS DASHED. REFER TO ELECTRICAL SYMBOL LIST. g) EXISTING LOADS SHOWN ON PANEL SCHEDULES ARE BASED ON ASSUMPTIONS MADE BY FIELD VISIT, ELECTRICAL BILLS OR PUBLIC RESOURCES. NOTIFY ENGINEER IMMEDIATELY IF LOADS EXCEED 16 AMPS ON ANY 20A/1P CIRCUIT. NO EXCEPTION. h) CAREFULLY REVIEW ARCHITECT'S DEMO DRAWINGS FOR LOCATION OF WALLS BEING REMOVED UNDER THIS SCOPE OF THIS WORK AND REMOVE ALL FEEDERS (CONDUITS AND WIRES) BACK TO LAST DEVICE LEFT IN SERVICE. DO NOT LEAVE ABANDONED. i) CAREFULLY REVIEW ARCHITECT'S DEMO DRAWINGS FOR EXISTING FLOOR BOXES BEING REMOVED UNDER THIS SCOPE OF WORK. REMOVE FLOOR BOXES AND ALL FEEDERS (CONDUITS AND WIRES) BACK TO LAST DEVICE LEFT IN SERVICE. DO NOT LEAVE ABANDONED. j) UNLESS SPECIFICALLY NOTED ON THE CONTRARY, ALL EXISTING LIGHTING FIXTURES, SWITCHES, CONTROLS AND OTHER MATERIALS OR EQUIPMENTS WHICH ARE REPLACED BY NEW AND ARE NOT INDICATED TO BE REUSED SHALL BE RETURNED TO THE OWNER OR BE DISPOSED AS DIRECTED BY THE OWNER. b) GENERAL ELECTRICAL NOTES VERIFY IN FIELD. ADJUST THE LOCATIONS OF HOMERUNS AND CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF NEEDED. COMMUNICATE WITH ENGINEER IF DESIGN SHOULD BE ALTERNATED. NO EXCEPTION. a) IF THERE IS ANY DEVIATION FROM THE CIRCUITRY SHOWN, PROVIDE AS-BUILT DRAWINGS INDICATING SUCH. C) AT THE COMPLETION OF CONSTRUCTION WORK, AND PRIOR TO THE FINAL REVIEW BY THE ARCHITECT, PROVIDE PANEL DIRECTORIES IN PANELBOARD FRONTS REFLECTING ALL CHANGES MADE DURING CONSTRUCTION. d) IDENTIFY ANY OBVIOUS EXISTING CODE VIOLATIONS THAT OCCURS AS AN EXISTING CONDITION AND PROVIDE SEPARATE PRICING TO CORRECT THE CONDITION SO THAT IN THE END, THE ENTIRE ELECTRICAL INSTALLATION COMPLIES WITH THE NATIONAL ELECTRICAL CODE AND ALL OTHER LOCAL CODES. b) OR AS NOTED. DUPLEX PLUG RECEPTACLE, 120V, 20A, SHADED SIDE INDICATES "ISOLATED GROUND" TYPE DUPLEX ECEPTACLE. 18''A.F.F, 3'' ABOVE COUNTER OR AS NOTED, DEVICE TO BE "ORANGE" IN COLOR. D WALL MOUNTED DIMMER W/ OCCUPANCY SENSOR, LUTRON MAESTRO OR APPROVED EQUAL, HEIGHTMOUNTING +42" A.F.F. OR AS NOTED. O.S. WALL MOUNTED MOTION SENSOR (THE WATT STOPPER "WA-300"). OR EQUIVALENT. THIS DOCUMENT IS NOT FOR BID OR CONSTRUCTION UNTIL THE PLAN HAS BEEN REVIEWED AND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION AND THE PERMIT IS OBTAINED. NO COMPENSATION WILL BE MADE FOR ADDITIONAL WORK DUE TO THE VIOLATION OF THIS REQUIREMENT. e) JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS CAUTION GMEP ENGINEERS SHALL NOT BE RESPONSIBLE FOR ANY ELECTRICAL CHANGE ORDERS THAT MAY OCCUR SHOULD FINAL BIDS AND/OR CONSTRUCTION BASED ON THESE DOCUMENTS BE STARTED PRIOR TO ELECTRICAL PLAN CHECK APPROVAL. ALL EQUIPMENTS SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE LISTING. ALL CONDUCTORS SHALL BE COPPER AS FOLLOWS: #12 AWG AND SMALLER - SOLID, TW #10 AWG AND LARGER - STRANDED, THWN, THHN OR XHHW CONDUCTORS: IMPORTANT BID NOTES: DUE TO THE SMALL SCALE OF DRAWINGS, IT IS NOT ALWAYS POSSIBLE TO SHOW ALL DEVICES WHICH MAYBE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR EXTRA DUE TO CONTRACTOR'S FALIURE TO VISIT THE JOB SITE AND/OR FAILURE TO DETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. a) b)REFER TO COMPLETE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL NOTES, SPECIFICATIONS, DETAILS, CONTROLS, ETC. REPORT TO ARCHITECTURE IMMEDIATELY IF ANY CONFLICTS OCCUR BETWEEN THE DRAWINGS AND INCLUDE ALL COST PER ARCHITECTURE'S CLARIFICATION IN BASE BID. THIS REQUIREMENT WILL BE STRICTLY ENFORCED. NO CHANGE ORDERS WILL BE ALLOWED IF THE CONTRACTOR FAILS TO PERFORM THIS FUNCTION. MOUNTING HEIGHT FOR RECEPTACLES AND CONTROL DEVICES: THE TOP OF SWITCHES SHALL BE INSTALLED NOT LESS THAN 36'' NOR MORE THAN 46'' ABOVE THE FINISH FLOOR. c) THE BOTTOM OF ELECTRICAL AND COMMUNICATION RECEPTACLES INTENDED TO BE USED BY THE OCCUPANT SHALL BE LOCATED NO LESS THAN 15". [ADA ACCESSIBITY GUIDELINES 4.27.3] a) RECEPTACLE OUTLETS SHALL BE LOCATED ABOVE, BUT NOT MORE THAN 20 IN. ABOVE, THE COUNTERTOP. SUGGESTION HEIGHT IS 6'' [NEC 210.52.C(5)] b) d)THERMOSTAT CONTROLS SHALL BE LOCATED NOT LESS THAN 36" NOR MORE THAN 46" ABOVE FINISH FLOOR LINE. ALL WORK TO COMPLY WITH THE 2025 CBC, CPC AND CMC AND THE 2025 CEC (2023 NEC) WITH STATE AND LOCAL AMENDMENTS. ALL CONDUCTORS SIZES ARE BASED ON 75C TEMPERATURE RATING (CEC. 2025 TABLE 310.16) ELECTRICAL GENERAL NOTES E-1.0ALL 15 AND 20 AMPERE, 125 AND 250 VOLT NON-LOCKING TYPE RECEPTACLES IN THE AREAS SPECIFIED PER CODE 406.12 SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. f) SCALE: KEY PLAN NONE E MACARTHUR BLVD MA C A R T H U R P L AREA OF WORK 2 HUTTON CENTRE DR (E)SWITCHGEAR 1200A 120/208V-3 -4W JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS SINGLE LINE DIAGRAM E-1.1 SINGLE-LINE DIAGRAM KEYED NOTES THE EQUIPMENT SHOWN IS EXISTING UNDER A PREVIOUS APPROVED CONSTRUCTION PERMIT, NOT A PART OF THIS SUBMITTAL, UNLESS NOTED AS NEW.1 ALL NEW CIRCUIT BREAKERS, FUSIBLE SWITCHES IN MAINSWITCHBOARD OR PANEL BOARDS SHALL BE SERIES RATED TO MATCH EXISTING AIC RATING OR APPROVED EQUAL OR 65KAIC, UNLESS NOTED OTHERWISE. b) FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS.f) NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. h) MAIN SERVICE WILL NOT ENERGIZED PRIOR TO THE BUILDING INSPECTOR'S RECEIPT OF A THIRD PARTY "NRTL" TESTING LABORATORY PERFORMANCE TEST CERTIFICATION FOR THE SERVICE GROUND FAULT PROTECTION. 2023 NEC 230.95 i) ALL CONDUCTORS SHALL BE COPPER AS FOLLOWS:a) #12 AWG AND SMALLER - SOLID, TW #10 AWG AND LARGER - STRANDED, THWN, THHN OR XHHW ALL CONDUCTORS SIZES ARE BASED ON 75C TEMPERATURE RATING (CEC. 2025 TABLE 310.16) SERIES COMBINATION AIC RATING SHALL NOT BE USED WHEN THE SECONDARY EQUIPMENT IN THE SERIES IS SUBJECTED TO A TOTAL CONNECTED FULL LOAD MOTOR CURRENT OF MORE THAN 1% OF ITS AIC RATING. d) MOTOR CIRCUIT PROTECTORS SHALL NOT BE A PART OF A SERIES COMBINATION INTERRUPTING RATING. c) EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED "CAUTION-SERIES RATED SYSTEM - 65KAMPS AVAILABLE, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED", IN COMPLIANCE WITH 2025 CEC (2023 NEC) SECTION 110-22. END USE EQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES COMBINATION INTERRUPTING RATING AS PER 2025 CEC SECTION 240-83(C). NO EXCEPTION. e) ELECTRICAL EQUIPMENT SHALL BE LISTED BY THE CITY, WHERE THE PROJECT IS LOCATED, RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. g) SINGLE-LINE DIAGRAM GENERAL NOTES ELECTRICAL SINGLE LINE SCALE: NONE CT'S GND BUS (E) GROUND (E) GROUND 1 (E)1200A BUS 1 1 M 1 1 (E) 1 1 EXISTING SERVICE FEEDER (E)DISTRIBUTION SECTION 1200A 120/208V-3 -4W 65 KAIC OR MATCH FAULT CURRENT ON SITE (E)METER&MAIN BREAKER SECTION (E)1200A UNDERGROUND PULL SECTION (E) 1200A 3P 1 1 1 NO WORK 1 CT'S M (E) 1 1 (E) 400A 3P CT'S M (E) 1 (N) 250A 3P PANEL `A' (E) 1 (E ) [ 2 ] 1 - 1 / 2 " C . , 4 # 1 / 0 C U . PL U S 1 # 4 C U . G N D . ~1 6 5 ' ; V D < = 2 % ELECTRICAL WIRING METHODS FOR UNDERGROUND AND EXPOSED UP TO +5'-0'', OR DAMP LOCATION, THE CONDUIT SHALL BE RIGID STEEL GALVANIZED IMC. NO RUNNING THREADS ARE PERMITTED. a) GALVANIZED EMT SHALL BE USED IN DRY CONCEALED LOCATIONS AND EXPOSED ABOVE +5'-0". EMT CONNECTORS SHALL BE WATERTIGHT COMPRESSION TYPE. b) GALVANIZED FLEXIBLE CONDUIT SHALL BE USED ONLY FOR MOTOR AND FIXTURE CONNECTIONS IN LENGTHS NOT TO EXCEED 6'. c) CONDUITS PENETRATING THE ROOF SHALL BE FLASHED AND COUNTER FLASHED.d) PVC SCHEDULE 40 MAY BE USED UNDER FLOOR SLABS OR UNDERGROUND WITH GROUND WIRE. PVC UNDERGROUND TO HAVE 24 INCH COVER. e) SERVICE CONDUITS SHALL BE PVC SCHEDULE 40 OR AS SPECIFIED BY UTILITY COMPANIES. f) INSTALL FITTINGS, SPECIAL DEVICES AND MATERIAL, WHICH MAY BE REQUIRED FOR THE PROPER INSTALLATION OF THE CONDUIT SYSTEM. g) REFER TO NEC 300.5 FOR UNDERGROUND INSTALLATION REQUIREMENTS AND DETAILS; NEC 300.6 FOR CORROSION AND DETERIORATION AREAS. h) PANEL 'B' (E) (E)125A/3P (E ) 2 " C . , 4 # 1 / 0 C U . PL U S 1 # 6 C U . G N D . ~5 ' ; V D < = 2 % 1 1 PANEL DESCRIPTION W VOLT AMPS L T G R E C M I S BKR CKT NO BUS CKT NO BKR M I S R E C L T G VOLT AMPS DESCRIPTION LOCATION MAIN (AMP) BUS RATING FED FROM MOUNTING: V Φ ΦA ΦB ΦC ΦA ΦB ΦC ΦA ΦB ΦC 'A'ELECTRIC ROOM M.L.O. 250A '' 120/208 RECESSED 3 4 (E)WALK-IN COOLER CONDENSER 1675 30 1 ---1675 2 3 (E)WALK-IN COOLER EVAP 270 20-1 5 (E)COOLER/LIGHTS FAN 300 20-1 7 KITCHEN OUTLETS 900 20-1 9 KITCHEN OUTLETS 900 20-1 11 EF-R 50 20-1 13 DINING AREA OUTLETS 540 20-1 15 DINING AREA OUTLETS 1080 20-1 17 #14 VENTLESS COUNTERTOP OVEN 2080 25 19 ---2080 2 21 (E)BAG-IN-BOX 300 20-1 23 #29 2 DOOR REACH IN FREEZER 1040 20-1 25 (E)HEAT LAMP 300 20-1 27 #26 AND #27 OUTLETS 360 20-1 29 #25 COMBI OVEN 960 20-1 31 (E)HEAT LAMP 300 20-1 33 #30 RETARDER PROOFER 2750 30 35 ---2750 2 37 #30 RETARDER PROOFER 2750 30 39 ---2750 2 41 #06 HOT WATER DISPENSER 1850 20-1 (E)HP-72A2430402 ---24304 ---243036 (E)HP-72B2566508 ---256610 ---2566312 (E)SUPPLY FAN (HOOD)50020-114 (E)EXHAUST FAN (HOOD)40020-116 (E)EXHAUST FAN (HOOD)40020-118 #31 REVERSIBLE DOUGH SHEETER5402020 ---54022 ---540324 (E)ROOF OUTLET18020-126 SPARE20-128 (E) #43 AIR CURTAIN59020-130 (E)ROOF OUTLET18020-132 #15 60" DISPLAY FRIDGE87020-134 #28 2 DOOR REACH IN FRIDGE52020-136 #24 DECK OVEN57556038 ---575540 ---5755342 PANEL 'B'937012544 ---932046 ---7730348 1 1 1 2 2 2 4 1 1 1 1 2 3 SUB-TOTAL ΦA ΦB ΦC27539VA26722VA 25003VA=== (EXISTING PANEL) NOTES: 1 DENOTES EXISTING CIRCUIT BREAKER TO REMAIN; ALL OTHERS ARE NEW TO MATCH EXISTING. 2 THE KITCHEN DEMAND FACTOR IS BEING APPLIED TO THE KITCHEN EQUIPMENT (NEC 220.56). 3 THE BREAKER IS THE LARGEST MOTOR LOAD (LML) TAKEN AT 125% OF ITS FULL-LOAD CURRENT RATING (NEC 430.24(1)). 4 THE BREAKER IS A LONG CONTINUOUS LOAD (LCL) TAKEN AT 125% OF ITS CURRENT DRAW (NEC 210.19(A)(1)). 81.3 KVA 235.5 A TOTAL CONNECTED VA 79264= LCL @ 125 % 3350 =4188 LML @ 125 %4445 =5556 PANEL LOAD = FEEDER AMPS = PANEL DESCRIPTION W VOLT AMPS L T G R E C M I S BKR CKT NO BUS CKT NO BKR M I S R E C L T G VOLT AMPS DESCRIPTION LOCATION MAIN (AMP) BUS RATING FED FROM MOUNTING: V Φ ΦA ΦB ΦC ΦA ΦB ΦC ΦA ΦB ΦC 'B'ELECTRIC ROOM M.L.O. 200A PANEL 'A' 120/208 RECESSED 3 4 (E)EXIT/NIGHT LIGHT 400 20-1 1 (E)DINING ROOM LIGHTS 300 20-1 3 (E)DINING ROOM LIGHTS 400 20-1 5 (E)PADDLE FANS 500 20-1 7 (E)TRACK LIGHTS 300 20-1 9 (E)COUNTER LIGHTS 300 20-1 11 (E)KITCHEN LIGHTS 500 20-1 13 (E)RESTROOM LIGHTS 400 20-1 15 (E)HOOD LIGHTS/CONTROLE 300 20-1 17 (E)CASH REGISTER 360 20-1 19 (E)DISHWASHER 1200 20-1 21 COUNTER LTS 150 20-1 23 220V OUTLET 180 20-1 25 (E)OUTLET/AQUARIUM/TIMECLOCK 540 20-1 27 (E)ALARM POWER 100 20-1 29 (E)OFFICE OUTLETS 540 20-1 31 (E)MANAGERS COMPUTER 360 20-1 33 #17 72" UNDERCOUNTER FRIDGE 690 20-1 35 #32 BUN DIVDER 220 20 37 ---220 39 ---220 3 41 #01 46" UNDERCOVER FRIDGE35020-12 #02 SMOOTHIE BLENDER120020-14 #03 BLENDER138020-16 #04 JUICER96020-18 #05 TEA BREWER173020-110 #46 BUBBLE TEA MACHINE69020-112 #17 72" UNDERCOUNTER FRIDGE69020-114 #08 SYRUP MACHINE30020-116 SPARE20-118 #23 PLANETARY MIXER 20QT165020-120 (E) #33 ICE MACHINE12002022 ---1200224 #09 COFFEE BREWER180020-126 #12 60" UNDERCOUNTER FRIDGE35020-128 #10 COFFEE GRINDER108020-130 #21 SPIRAL DOUGH MIXER 50QT7302032 ---73034 ---730336 #22 SPIRAL DOUGH MIXER 25QT4902038 ---49040 ---490342 1 2 2 2 1 1 SUB-TOTAL ΦA ΦB ΦC9370VA9320VA 7730VA=== (EXISTING PANEL) NOTES: 1 DENOTES EXISTING CIRCUIT BREAKER TO REMAIN; ALL OTHERS ARE NEW TO MATCH EXISTING. 2 THE BREAKER IS A LONG CONTINUOUS LOAD (LCL) TAKEN AT 125% OF ITS CURRENT DRAW (NEC 210.19(A)(1)). 27.2 KVA 80.0 A TOTAL CONNECTED VA 26420= LCL @ 125 % 3050 =3812 LML @ 125 %0 =0 PANEL LOAD = FEEDER AMPS = 81.3 KVA 235.5 A 27.2 KVA 80.0 A 2 2 2 2 (E) TYPE-1 HOOD L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L1 L1 L2 L2 L2 L3 L1 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L6 L6 L6 L6 L6 L6 L6 L6 L6L6 L6 L6 (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA PRIMARY DAYLIGHT ZONESECONDARY DAYLIGHT ZONE SECONDARY DAYLIGHT ZONE PRIMARY DAYLIGHT ZONE 12 L6 (TYP.) B A (E) (E) 23a 23a 23a 23a 23a 23a 23a 23a 23c 23c 23c23c B-23 (E) TIMECLOCK NEMA 1 D D c a P 'PHOTOCELL' REMOTE 0-10V DIMMER FOR DAYLIGHT ZONE 1 (E)(E)(E) (E) (E)(E)(E) (E) (E) (E)(E) (E)(E) (E) (E) (E) (E) (E) (E)(E) EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (N) (N) (N) (N) (N) (N) (N) (N)(N) (N)(N) (N) (E) (E) R EF 18 B-18 2 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS ELECTRICAL LIGHTING PLAN E-2.0 ELECTRICAL LIGHTING PLAN SCALE: 1/4"=1'-0" ELECTRICAL LIGHTING KEYED NOTES PROVIDE 0-10V DIMMER FOR THE LIGHTING FIXTURES WITHIN THE DAYLIGHT ZONE. EXTEND HOT WIRES OF NEW LIGHTS TO EXISTING TIMECLOCK CONTROLS. VERIFY IN FIELD BEFORE ROUGH-IN. 1 2 LIGHTING FIXTURE SCHEDULE MARK LEGEND VOLT COUNT MOUNT DESCRIPTION MANUFACTURER MODEL NUMBER LAMPS INPUT WATTS NOTES 120VAC 12 RECESSED 4" ROUND DOWNLIGHT NORA LIGHTING NIOC-4RNDC LED 12 OR APPROVED EQUAL NOTES: 1) VERIFY WITH OWNER OR ARCHITECT BEFORE PURCHASING THE LIGHTING FIXTURES. 2) LIGHTING ABOVE FOOD OR UTENSILS SHALL BE SHATTERPROOF. 12 L6 LIGHTING FIXTURE NOTES ALL EQUIPMENTS MUST BE U.L. LISTED. NO EXCEPTION.a) WHEN LIGHTING FIXTURES ARE INSTALLED IN FIRE RATED CEILINGS OR WALLS, AN APPROVED FIRE RESISTIVE MANNER CONSISTENT WITH FIRE RATING OF CEILING OR WALLS MUST BE PROVIDED. NO EXCEPTION. d) REFER TO LATEST ARCHITECTRAL REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATIONS. e) CONFIRM WITH ARCHITECTURE FOR LIGHTING FIXTURE SPECIFICATIONS PRIOR TO ANY ORDER. NO EXCEPTION. f) ALL FLUORESCENT LIGHTING FIXTURES MUST BE EQUIPPED WITH INTERNAL SWITCH TO DISCONNECT ALL CONDUCTORS TO BALLAST FROM THE SOURCE SIMULTANEOUSLY, INCLUDING THE GROUNDED CONDUCTOR IF ANY. g) AUTO-RESETTING THERMAL PROTECTION MUST BE PROVIDED WHEREAS RECESSED INCANDESCENT LIGHTING FIXTURES ARE INSTALLED IN GYPBOARD CEILINGS. b) PROVIDE U,L LISTED THERMAL BARRIER WHEREAS LIGHTING FIXTURES IN CONTACT WITH INSULATION. OR PROVIDE 3'' MINIMUM CLEARANCE. c) LIGHTING STANDARDS REQUIRE A SEPARATE PERMIT. ALL SIGN REQUIRE SEPARATE PERMITS AND APPROVALS ALSO. NO EXCEPTION. h) 2 01 03 02 04 05 46 08 09 10 12 14 15 17 17 22 21 23 24 252627 28 29 30 30 31 32 33 J 43 B A (E) (E) 06 4 6 2 8 10 12 14 16 26 28 30 19&21 38&40&42312929 32&34&36 38&40&42 B- 22&24 37&39&41 13 A-30 20 20&22&24 25 34 35 [2] 3/4" CONDUIT THROUGH MILLWORK DNDN 17 17 17 17 17 17 15 15 15 J 11 11 11 11 J 9 9 9 25 J 9 9 J B-20 B-38&40&42 B-32&34&36 A-25 B-35 A-20&22&24 B-37&39&41 35&37 39&41 36 A-35&37 3/4"C., 3#10 CU. PLUS 1#10 CU. GND. A-39&41 3/4"C., 3#10 CU. PLUS 1#10 CU. GND. A-36 A-29,311 B-38&40&42 1-1/4"C., 4#3 CU. PLUS 1#8 CU. GND. 11 B-2,4,6 1 A-8,10,121 B-14,16 1 A-26,28,30 1 A-19&21 3/4"C., 3#12 CU. PLUS 1#12 CU. GND. 2 A-9,11 1 A-15,171 A-34 B-25 3 11 GFI GFI GFI GFI GFI GFI GFI GFI GFIGFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFIGFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI (E) (E) (E) A-13 VENTLESS COUNTERTOP OVEN TURB CHEF/ THE ECO ON TABLE TOP IT E M N o . QU A N T I T Y ST A T U S ITEM MANUFACTURE & MODEL No. SIZE W"D"H" PLUMBING WATER WASTE GAS ELECTRICAL V/ H Z / P H KW AM P S BASE / INSTALLATION C.W H.W DIR IDIR SIZE BTU x1000 4 1 3 12 6 13 7 11 9 10 14 8 27 24 25 26 20 19 21 18 1 N 1 N 1 N 1 N 1 1 N 1 N 1 2 1 N 1 22 1 N 60'' DISPLAY FRIDGE TEA BREWER 1 2 1 N BLENDER 8" 9" 17.7" JUICER WARING/ WJX80 10.75" 18'' 20" BUNN/ AXIOM-15-3 1 4 BURNER 24'' GAS RANGE 1 E 30 17 1 23 5 1 15 31 1 N 29 28 1 N COFFEE BREWER COFFEE GRINDER 16 1 N VITAMIX/ DRINK MACHINE ADVANCE BUNN/ G3 1 N ON TABLE TOP ON TABLE TOP ON TABLE TOP N N N N 48'' UNDERCOUNTER FRIDGE 120/ 60/1 1 8 48 1/4" 29 15/16" 35 1/2" √ N EMPLOYEE LOCKER √√√ 5-TIER WIRE SHELVING 48"X18''ADVANCE TABCO/ ECC-1848 48"18"64" 5-TIER WIRE SHELVING 36"X18''ADVANCE TABCO/ ECC-1836 36"18"64" HALLOWELL/ U1228-6PT 12" 12" 78"6" LEG 6" LEG 32 34 36'' GAS GRIDDLE W/ STAND COOKING PERFORMANCE GROUP/ 36GTSSPNL 36"26 13/16"16 5/16" 6" LEG POLARMAN/ PLM-UC-48S ON TABLE TOP CUSTOM S.S. WORK STATION W/ DUMP SINK, ICE BIN, HAND SINK & SHELF 1 COLD BREWER WALL MOUNT HOT WATER DISPENSER 35 36 HONEY MANAGEMENT GROUP INC/ HT-M-1800 √1 N 1 N N E N BUNN/ H5X SST 7.4"18.9"28.5" 1 N 60'' UNDERCOUNTER FRIDGE 33 1 N 6" LEG 1 N 1 N 1 N REGENCY/ 600TB3024G24''X30'' S.S. WORK TABLE SPIRAL DOUGH MIXER 50QT 6" LEG 36''X84'' S.S. WORK TABLE EAGLE GROUP/ T3684E √√√ 6" LEG N 2 N Y-FANG/ ET-9EF-EPH 110/ 60/1SYRUP MACHINE 1 N 1 E 1 E 2 N ON CASTER ON PLATFROM ON TABLE TOP 1 N37 HAND SINK W/ SPLASHES 115/ 60/1 3 ON CASTER 120/ 50-60/1 11.5 71"28.5"55.12" BUNN/ TB3Q 10.2"20.7"34.2"120/ 60/1 1.73 14.4 ON TABLE TOP 120/ 60/1 1.85 15.4 ON TABLE TOP1/4'' √√6" LEG 10"14"17" 16.3"22.1"16.8" 0.3 SMOOTHIE BLENDER 9 1/16" 7 11/16" 16 9/16"LING YANG/ E.BLENDERS EJ-816 ON TABLE TOP110/ 60/1 1.2 W/ SOAP & PAPER TOWEL DISPENSER√√ 1/4'' 1/4''√120/ 60/1 1.8 15 7.4"15.9"27.2"120/ 60/1 9 61 1/4" 29 15/16" 35 1/2"POLARMAN/ PLM-UC-60S 115/ 60/1 3 ON CASTER TODDY/ TPSC10 14 7/8"14 7/8"18 7/8"ON TABLE TOP 24"30"38"6" LEG 16.1"23.5"21.5"208/240 60/1 20 72'' UNDERCOUNTER FREEZER 71 3/4" 29 15/16" 35 1/2"POLARMAN/ PLM-UC-72FS 115/ 60/1 6 ON CASTER 84"36"35 1/8"6" LEG 1 N 36''X72'' S.S. WORK TABLE EAGLE GROUP/ T3672E 72"36"35 1/8" SPIRAL DOUGH MIXER 25QT ABS/ ABSFBM-50 22"37"47" ABS/ ABSFBM-25 20"33.5"42" 208/220 60/3 10.5/ 10 ON CASTER ON CASTER208/220 60/3 3.75 2.2 7/ 6 PLANETARY MIXER 20QT ABS/ ABSPMS-20L 21.75"35.75"37"110/ 60/1 15 6" LEG 6" LEG24''X36'' S.S. WORK TABLE W/ 12'' OVERSHELF REGENCY/ 600WT2436KIT 36"24"66" DECK OVEN REVENT/ NO.3 DECK 3 PAN 72.3"35.6"75.8"208-220 60/3 83401/2''√ COMBI OVEN W/ OVEN STAND UNOX/ XAVC-10FS-GPRM W/ XWARC-07EF-H 34" 33 3/16'' 38" 28 1/8'' 45 3/4" 29 5/8''3/4''√ ON CASTER 120/ 60/1 9036"30"26"3/4''6" LEG COOKING PERFORMANCE GROUP/ 351S24N 24"32 5/8"60 3/8"1503/4'' 2 DOOR REACH-IN FRIDGE POLARMAN/ PLM-54RS 115/ 60/1 4.553 15/16"32 11/16"82 5/16" ON CASTER2 DOOR REACH-IN FREEZER POLARMAN/ PLM-54FS 115/ 60/1 953 15/16"32 11/16"82 5/16" RETARDER PROOFER ABS/ ABSDC-236 33"54"87"√1/2''ON CASTER220/240 60/1 25 REVERSIBLE DOUGH SHEETER UNIVEX/ SFG600 TM 111.2"42.2"50"220/ 60/3 7.35 ON CASTER BUN DIVIDER UNIVEX/ SBDR22 26 1/2''22 1/4"79 7/8"208-240 60/3 3.1 ON CASTER ICE MACHINE W/ 48'' BIN & WATER FILTER HOSHIZAKI 208-230 60/1 6" LEG MOP SINK WATER HEATER BARDFORD HAND SINK W/ SPLASHES 1 E38 10 N39 3 N40 1 N41 1 E42 1 E43 PREP SINK 3 COMP SINK WALK IN COOLER 6" LEG 6" LEG AIR CURTAIN MARS/ 36CH-0 115/ 60/1 5.1 4" MIN. CONC. COVED BASE WALL MOUNT W/ SOAP & PAPER TOWEL DISPENSER W/ SPLASHES ON ALL 3 SIDES WALL MOUNT W/ DOOR-LIMIT SWITCH REGENCY/ 60S1162018GL 36 1/2"25 1/2"43 3/4" 1 E44 CHEM. SHELF & MOP RACK CUSTOM CUSTOM WALL MOUNT √√REGENCY/ 600HS12SP 12"16"12"√ √√ √√√ √√ √ √ 1 E45 TYPE 1 HOOD CAPTIVEAIRE 192'' 48''WALL MOUNT POLARMAN/ PLM-471SB 60"26 4/5"55 1/2"110-120 60/1 7.2 6" LEG 12119.4253/4'' BUBBLE TEA MACHINE461N ZEEWAY/ NCJ-K 26"21.26"61"110/ 60/1√√ON CASTER1.2 3-PRONG PLUG/ 20A WATER FILTER SYSTEM473N PRO/ C25-100 18"7"24" 11"11"17" W/ WATER FILTER W/ WATER FILTER CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM FAUCET481N ADVANCE TABCO/ K-121 OR EQ 12"18"8"√WALL MOUNT CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM W/ BACKFLOW JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS ELECTRICAL POWER PLAN E-3.0 ELECTRICAL POWER PLAN SCALE: 1/4"=1'-0" ELECTRICAL EQUIPMENT SCHEDULE (FOR REFERENCE ONLY) SCALE: NONE ELECTRICAL POWER KEYED NOTES DENOTES SEPARATE CIRCUITS WITHIN SAME CONDUIT. BREAKERS TO BE INTERLOCKED FOR SIMULTANEOUS TRIP EXISTING TO REMAIN AIR CURTAIN. DENOTES 220V RECEPTACLE. CONTRACTOR TO VERIFY EXACT POWER REQUIREMENTS BEFORE ROUGH-IN. 1 2 3 CONTRACTOR MUST REFER TO BOTH ELECTRICAL DESIGN AND KITCHEN EQUIPMENT DESIGN FROM KITCHEN EQUIPMENT CONSULTANT (K.E.C). INCLUDE ALL WORK IN BASE BID. PAY ATTENTION TO THE ADDITIONAL WORK NOT SHOWN ON ELECTRICAL DESIGN BUT INCLUDED, SUCH AS: a) 1. CONDUITS, WIRES, JUNCTION BOXES, AND RECEPTACLES IN SERVICE AND COOLING AREA COUNTERS; CONNECTIONS TO K.E.C FURNISHED LIGHTS, SWITCHES, BALLASTES, JUNCTION BOXES AND OTHER ACCESSORIES. 2. REFER TO K.E.C ELECTRICAL ROUGH-IN SCHEDULE FOR CORDS, CAPS, RECEPTACLES OR OTHER MISCELLANEOUS EQUIPMENTS. 3. REFER TO K.E.C DRAWINGS FOR EXTENT OF WORK AND ELECTRICAL ROUGH-IN SCHEDULE TO DETERMINE THE LOCATION OF REFRIGERATION AND DRINK DISPENSING LINES. ELECTRICAL CONTRACTOR SHOULD COMPLY WITH ALL DETAILS AND INSTALLATION RECOMMENDATIONS. PROVIDE ALL ELECTRICAL DEVICES FOR A COMPLETE AND OPERATIONAL SYSTEM. NO EXCEPTION. REFER TO K.E.C DRAWINGS FOR P.V.C CONDUIT SLEEVES AND PULL BOXES FOR REFRIGERATION AND DRINKING DISPENSING LINES TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. COMPLY WITH ALL DETAILS AND INSTALLATION INSTRUCTIONS AND PROVIDE ALL CONDUITS (PVC OR EMT AS REQUIRED) b) VERIFY EXACT LOCATION OF ALL CONNECTION POINTS FOR MECHANICAL AND PLUMBING EQUIPMENTS AND EXACT LOCATION OF CONTROL DEVICES, SUCH AS THERMOSTAT, WITH RESPECTIVE CONTRACTORS PRIOR TO INSTALLING CONDUITS. c) VERIFY EXACT LOCATION OF ALL CONNECTION POINTS FOR MECHANICAL AND PLUMBING EQUIPMENTS AND EXACT LOCATION OF CONTROL DEVICES, SUCH AS THERMOSTAT, WITH RESPECTIVE CONTRACTORS PRIOR TO INSTALLING CONDUITS. d) IN DINING AREA, ALL RECEPTACLE COVERS AND WIRING DEVICES SHALL BE BLACK; IN FOOD PREPARATION AREA, ALL RECEPTACLE COVERS SHALL HAVE BRUSHED STAINLESS STEEL COVERS, WIRING DEVICES SHALL BE BLACK IN COLOR. e) REFER TO K.E.C DRAWING AND PROVIDE MISCELLANEOUS 120V/20A/3W GROUNDING RECEPTACLES WHERE INDICATED AND 120V/3W GROUND PLUGS WITH #12/3C SO CORD IN LENGTH AS REQUIRED BY K.E.C. PROVIDE ALL DIRECT CONNECTIONS AND CORDS/CAPS AS REQUIRED. ALL RECEPTACLES WITHIN 6' FROM SINKS SHALL BE GFI TYPE. f) PROVIDE CONDUIT SEALS WITH 12'' OF PENETRATION FOR ALL CONDUITS ENTERING OR LEAVING WALK-IN COOLERS, FREEZERS, COLD BOXES, ETC. g) ALL ELECTRICAL CIRCUITS BELOW COOKING HOOD MUST HAVE AUTOMATICALLY DE-ENERGIZED UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM. h) ELECTRICAL CONTRACTOR SHALL RUN GROUNDING WIRES TO ALL KITCHEN EQUIPMENT. i) THOUGH ALL KITCHEN EQUIPMENTS ARE FURNISHED BY OTHERS, ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FINAL CONNECTIONS. j) ALL KITCHEN EQUIPMENT JUNCTION BOXES SHALL INCLUDE FINAL CONNECTION TO THEIR RESPECTIVE KITCHEN EQUIPMENT. k) VERIFY WITH EQUIPMENT'S INSTLLATION REQUIRMENT FOR EXACT LOCATION OF ELECTRICAL CONNECTIONS, TYPE OF CONNECTIONS, NEMA NUMBERS ETC. COORDINATE WITH EQUIPMENT SUPPLIER AND CONTRACTORS FOR A COMPLETE AND OPERATIONAL SYSTEM. l) ALL 120V RECEPTACLES IN KITCHEN AREA EQUAL OR LESS THAN 20AMPS RATING SHALL BE GFI PROTECTED. ALL GFCI DEVICES SHALL BE READILY ACCESSIBLE. NO EXCEPTION. CEC 210.8(B) m) ALL 125-250V RECEPTACLES SUPPLIED BY SINGLE-PHASE BRANCH CIRCUITS RATED 150V OR LESS TO GROUND, 50A OR LESS, AND ALL RECEPTACLES SUPPLIED BY THREE-PHASE BRANCH CIRCUITS RATED 150V OR LESS TO GROUND, 100A OR LESS INSTALLED IN THE LOCATION SPECIFIED IN 210.8(B)(1-12) SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. n) GENERAL NOTES FOR KITCHEN AND FOOD PREPARATION AREA 2 2 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS ELECTRICAL T24 - INDOOR E-LTI 26439 RANCHO PARKWAY S., STE 120 LAKE FOREST / CA / 92630 01/06/2026 949-267-9095 GANGYI ZHOU GMEP ENGINEERS 26439 RANCHO PARKWAY S., STE 120 LAKE FOREST / CA / 92630 01/06/2026 018959 949-267-9095 2 HUTTON CENTER DR, SANTA ANA, CA 92707 2 HUTTON CENTER DR, SANTA ANA, CA 92707 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS SCOPE OF WORK KEY PLAN PLUMBING GENERAL NOTES P-1.0 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS PLUMBING - COLD/HOT WATER & GAS PLUMBING - GAS DIAGRAM PLUMBING COLD/HOT WATER & GAS P-2.0 TYPICAL TRAP PRIMER DETAIL TYPICAL GAS CONNECTION TO EQUIPMENT JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS PLUMBING - WASTE & VENT PLUMBING WASTE & VENT P-3.0TYPICAL WALL CLEANOUT TYPICAL FLOOR SINK GREASE INTERCEPTOR SPECIFICATION THREE COMPARTMENT SINK WITH GREASE TRAP DETAIL Refer to 4/A4.02; on a 4" concrete curb with an approved 3/8" radius cove base 0 5' - 0" Room name 101 150 SF 101 1 A101 SIM 1 A101 SIM 1 A101 SIM R4.1 A1C W00.0 ? Name Elevation X Axxx 1 A101 SIM 0' - 0" GRID LINE LEVEL MARKER PLAN ELEVATION LABEL ARCHITECTURAL BUILDING SECTION ARCHITECTURAL WALL SECTION ARCHITECTURAL SECTION DETAIL ARCHITECTURAL PLAN DETAIL ARCHITECTURAL ELEVATION DIMENSION LINE ROOM TAG DOOR TAG WALL TAG WINDOW TAG KEYNOTE TAG OWNERS WHEAT BLOOM LLC A: 2 HUTTON CENTER DR, #200, SANTA ANA, CA 92707. E: xiaohuiwei67@gmail.com DESIGNER JONATHAN WANG A: 12621 WASHINGTON PL, # 202 LOS ANGELES CA 90066 T: (626) 684-6651 E: jwang@jonathanwangdesign.com MEP ENGINEER GMEP ENGINEERS A: 26439 RANCHO PKWY S., STE. #120, LAKE FOREST, 92630 T: (949) 267-9095 E: info@gmepe.com CONSTRUCTION TYPE: TYPE V-B FIRE SUPPRESSION: SPRINKLERED ZONE: COMMERCIAL OCCUPANCY GROUP: B TOTAL FLOOR AREA: 2,062 S.F. OCCUPANCY ANALYSIS:(OCC. LOAD PER CBC 1004.5) CUSTOMER AREA: 554 S.F. (1/15) = 37 DISPLAY AREA: 178 S.F. (1/60) = 3 STAFF ROOM: 59 S.F. (1/150) = 1 SERVICE : 212 S.F. (1/150) = 2 BACK KITCHEN AREA: 869 S.F. (1/200) = 5 UNOCCUPIED = 190 S.F. = N/A TOTAL OCCUPANT LOAD: 48 EGRESS ANALYSIS: -TOTAL BUILDING OCCUPANCY: 48 OCC. LOAD < 50 -1 EXIT REQUIRED , 3 EXITS PROVIDED( EXIT 1, EXIT 2, EXIT 3) -EGRESS WIDTH REQUIRED: 48 X 0.2 = 9.6'' EXIT 1: 72'' PROVIDED > 9.6'' EXIT 2: 36'' PROVIDED > 9.6'' EXIT 3: 36'' PROVIDED > 9.6'' COMMON PATH OF TRAVEL DISTANCE ANALYSIS: PER TABLE 1006.2.1, OCCUPANCY B IS WITH SPRINKLER SYSTEM MAXIMUM COMMON PATH OF TRAVEL DISTANCE IS 100'. LONGEST EXIT ACCESS TRAVEL DISTANCE: 62' < 100' 1. DEMOLISH NON-LOAD BEARING PARTITION WALL 2. NEW NON-LOAD BEARING PARTITION WALL 3. NEW ADA COMPLIANT SERVICE COUNTER 4. NEW INDOOR LED SIGNAGE 5. ADD AND INSTALL NEW FOOD SERVICE EQUIPMENT IN SERVICE AND KITCHEN AREA 6. ADD NEW RECEPTACLES AND LIGHTING FIXTURES 7. INSTALL NEW CASEWORK, WALL FINISH 8. NEW PLUMBING FLOOR SINK, FLOOR DRAIN, HAND SINK, PREP SINK. 9. EXISTING MECHANICAL SYSTEM TO REMAIN THE SAME, MINOR DUCTWORK ONLY PROJECT SITE CONTACTS: JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN PROJECT DATA:SCOPE OF WORK: SHEET INDEX: APPLICABLE CODES: SYMBOL: VICINITY MAP: DEFERRED SUBMITTAL:SEPARATE PERMIT: G 0.01 COVER PAGE Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 G 0.01 COVER PAGE G 0.02 ACCESSIBILITY DETAILS G 0.03 GENERAL NOTES A 1.01 EXISTING SITE PLAN & ACCESSIBILITY A 2.00 DEMO FLOOR PLAN A 2.01 DEMO RCP A 2.02 PROPOSED FLOOR PLAN A 2.03 PROPOSED RCP A 2.04 EGRESS PLAN & ANALYSIS & DOOR SCHEDULE A 2.10 EQUIPMENT PLAN & EQUIPMENT SCHEDULE A 2.11 FINISH PLAN & SCHEDULE, RESTROOM ELEVATIONS A 4.01 INTERIOR ELEVATIONS - SERVICE A 4.02 INTERIOR ELEVATIONS - BACK KITCHEN A 5.01 DETAILS S-0 GENERAL NOTES & STRUCTURAL SPECS S-1 FRAMING PLAN M-1.0 HVAC GENERAL NOTES AND LEGENDS M-1.1 HVAC EQUIPMENT SCHEDULES M-2.0 HVAC CEILING PLAN T-24.0 TITTLE 24 FORMS E-1.0 ELECTRICAL GENERAL NOTES E-1.1 SINGLE LINE DIAGRAM E-2.0 ELECTRICAL LIGHTING PLAN E-3.0 ELECTRICAL POWER PLAN E-LTI ELECTRICAL T24 - INDOOR P-1.0 PLUMBING GENERAL NOTES P-2.0 PLUMBING COLD/HOT WATER & GAS P-3.0 PLUMBING WASTE & VENT 2025 CALIFORNIA BUILDING CODE 2025 CALIFORNIA ENERGY CODE 2025 CALIFORNIA GREEN BUILDING CODE (CALGREEN) 2025 CALIFORNIA MECHANICAL CODE 2025 CALIFORNIA ELECTRICAL CODE 2025 CALIFORNIA PLUMBING CODE 2025 CALIFORNIA FIRE CODE LOCAL MUNICIPAL CODE THE BUILDING AND SITE ARE WITHIN FULL COMPLIANCE OF CBC 11-B 1. FIRE SPRINKLER SYSTEM TI 2. FIRE ALARM SYSTEM TI 1. SIGNAGE PLUMBING FIXTURE CALCULATIONS: PER CPC 422.2 EXCEPTION (3), IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 50 OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES. OCCUPANCY GROUP: B OCCUPANCY LOAD = 48 < 50 REQUIRED: 1 TOILET FACILITY PROVIDED: 1 TOILET FACILITY REVISIONS NO. DATE DESCRIPTION C JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN G 0.02 ACCESSIBILITY DETAILS Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 2025 REVISIONS NO. DATE DESCRIPTION JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN G 0.03 GENERAL NOTES Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 REVISIONS NO. DATE DESCRIPTION MA C A R T H U R P L TRASH 9 4 PROJECT SITE 2 1 5 5 6 7 E MACARTHUR BLVD HUTTON CENTRE DR HUTTON CENTRE DR 5' - 0 " 12 ' - 0 " 19'-0" VAN ACCESSIBLE PARKING VAN ACCESSIBLE PARKING VAN ACCESSIBLE PARKING VAN ACCESSIBLE PARKING NOTES JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN KEYNOTES A 1.01 EXISTING SITE PLAN & ACCESSIBILITY Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1" = 20'-0"1 SITE PLAN 1. PROVIDE ILLUMINATED EXIT SIGN PER \CBC BACK-UP POWER 90 MIN. 2. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 3. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 4. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 5. ALL HANDICAP ACCESSIBLE PATH OF TRAVEL SHALL NOT HAVE ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2 % REPECTIVELY. 6. BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. SEE FIG. 6 / G0.02 7. SELF CLOSING DOOR HARDWARE SHALL BE ADJUSTED TO HAVE A MINIMUM 5 SECONDS OF CLOSING SPEED FROM OPEN POSITION TO CLOSE POSITION. 1. (E) ACCESSIBLE PATH OF TRAVEL TO PUBLIC RIGHT OF WAY 2. (E) ACCESSIBLE PATH OF TRAVEL TO ACCESSIBLE PARKING STALLS 3. (E) STANDARD PARKING 4. RESERVED PARKING VAN ACCESSIBLE, SEE FIG.9/ G0.02 FOR DETAIL 5. (E) CURB RAMP W/ TRUNCATED DOMES, SEE FIG.14 /G0.02 FOR TRUNCATED DOME DETAIL 6. (E) TRASH ENCLOSURE 7. (E) MAIN ENTRANCE 8. (E) SIDE WALK 9. (E) ACCESSIBLE PARKING SPACE, SEE FIG.8 /G0.02 FOR ADA PARKING SIGNAGE DETAIL 10. (E) LANDSCAPE 11. (E) PATH TO AREA OF REFUSE 12. (E) ELE METER REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (E) WALLS TO BE DEMOLISHED (E) FLOOR TILES TO BE DEMOLISHED (E) FLOOR TILES TO REMAIN (E) ELEMENT TO BE DEMOLISHED (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSING L5 (E) FLOOR SINK(F.S.) (E) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT 5'-1" 11 ' - 7 1 / 4 " 7' - 1 1 / 4 " 13 ' - 0 " 7" 2' - 1 1 " 7'-9" 6'-3" 7' - 4 3 / 4 " 7'-0" 4'-0" 5' - 0 " 14 ' - 7 " 4' - 1 1 / 2 " 6' - 1 0 1 / 2 " 9' - 0 " 25 ' - 7 " 12'-4 3/4" 11'-6" 6' - 1 " 6"3'-0" 14'-5" 15'-0"3'-9"3'-0" 11 ' - 4 " 8'-5" 7'-1" 3'-7" 3'-1" 3' - 1 0 " 5'-4" 6' - 3 " 2"4'-0"2"4'-0"2"4'-0"2" 3'-2" 2" 3'-2" 9" 3'-0" 3'-9" 2" 3'-1" 2" 3'-1" 2" 3'-1" 2" 6'-0" 9" 6'-0" 3'-7" 3'-2" 7'-6" 3'-3 1/2" 7'-6" 1'-9" 5'-0 3/4" 3'-0" 3'-4" 2"2'-7" 5'-1" 3' - 0 " 1'-6" ø 5'-0" (E) ADA RESTROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) OFFICE (E) STORAGE 1'-10" (E) ELE PANEL 'B' (E) ELE PANEL 'A' 1' - 2 " 5'-1 1/2" 7"3'-1" 9' - 4 1 / 2 " 3' - 7 1 / 2 " RELOCATE (E) F.S. (E) F.S. 3' - 8 " (E) KITCHEN (E) COUNTER (E) MOP SINK W/ W.H. ABOVE (E) TYPE-1 HOOD 15'-11" 1'-4"3'-5"2'-6"4'-1" 5' - 2 " 11'-8 1/2" 7'-4" (E) F.S.RELOCATE (E) F.S. 1'-6" 3' - 1 0 " RELOCATE (E) F.S. DEMOLISH (E) COUNTER, TYP. DEMOLISH (E) NON-LOAD BEARING WALL, TYP. (E) AIR CURTAIN (E) HAND SINK (E) 48'' ICE MACHINE (E) 3 COMP SINK DEMOLISH (E) NON-LOAD BEARING WALL, TYP. REMOVE (E) DOOR REMOVE (E) EQUIPMENT, TYP. REMOVE (E) FIXTURE, TYP. (E) DINING AREA NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 2.00 DEMO FLOOR PLAN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT-IN-USE . 2. PROVIDE ILLUMINATED EXIT SIGN PER CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 8. ALL EXTERIOR DOORS SHALL BE SELF-CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1/4" = 1'-0"1 DEMO FLOOR PLAN REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (E) WALLS TO BE DEMOLISHED (E) FLOOR TILES TO BE DEMOLISHED (E) FLOOR TILES TO REMAIN (E) ELEMENT TO BE DEMOLISHED (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSING L5 (E) FLOOR SINK(F.S.) (E) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT (E) 2X4 ACT CEILING @ 12'-10" AFF. V.I.F. (E) W.I.C. CEILING @ 8'-6" (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 10'-0" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-4" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-9" AFF. V.I.F. (E) DRYWALL SOFFIT @ 7'-7" AFF. V.I.F. 8'-7" (E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. 3'-0"7'-3 1/2" ø 9'-3 1/2" 2'-8 1/2" (E) TYPE-1 HOOD REMOVE (E) LIGHT FIXTURE, TYP. REMOVE (E) SOFFIT REMOVE (E) SOFFIT, TYP. RELOCATE (E) SUPPLY L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2 L2 L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L2L2 L2 L2 L2 L2 L2 L2 L1 L1 L1 L1 L2 L2 L2 L3 L1 L1 L1 L2 L2 L2 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L1 L1 L1 REMOVE (E) SOFFIT, TYP. NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 2.01 DEMO RCP Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT-IN-USE . 2. PROVIDE ILLUMINATED EXIT SIGN PER CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 8. ALL EXTERIOR DOORS SHALL BE SELF-CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1/4" = 1'-0"1 DEMO RCP REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (N) INTERIOR NON BEARING WALL, METAL STUD 20 GA 3-5/8" W/ 5/8" GYP. BD BOTH SIDE, REFER TO 6/A5.01 ADA 30" X 48" ACCESSIBLE FLOOR CLEARANCE 5'-0" WIDE ACCESSIBLE TURNING RADIUS CLEARANCE (N) INTERIOR NON BEARING HALF- HEIGHT WALL, REFER TO 5/A5.01 (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSINGL5 FLOOR SINK(F.S.) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT L6 (N) L6- CEILING RECESSED LIGHT BOD: NORA/ NIOC-4RNDC OR EQ A 4.013 A 4.02 3 5'-1" 11 ' - 7 1 / 4 " 7' - 1 1 / 4 " 7'-9" 6'-3" 7' - 4 3 / 4 " 4' - 1 1 / 2 " 6' - 1 0 1 / 2 " 9' - 0 " 25 ' - 7 " 12'-4 3/4" 3'-9"3'-0"1'-0" 11 ' - 4 " 8'-5" 7'-1" 3'-7" 3'-1" 3' - 1 0 " 5'-4" 2"4'-0"2"4'-0"2"4'-0"2" 3'-2" 2" 3'-11" 3'-0" 3'-9" 2" 3'-1" 2" 3'-1" 2" 3'-1" 2" 6'-0" 9" 6'-0" 3'-5 1/4" 3'-1" 7'-5 1/4" 3'-2 1/2" 7'-5" 1'-9" 5'-0 3/4" 3'-0" 3'-3 1/2" 2"2'-7" 5'-1" 3' - 0 " ø 5'-0" (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) ELE PANEL 'B' (E) ELE PANEL 'A' 5'-1 1/2" (E) F.S. (R) F.S. (E) KITCHEN (E) MOP SINK W/ W.H. ABOVE (E) TYPE-1 HOOD 6' - 6 " (E) 3 COMP SINK 3'-6" BREAD DISPLAY AREA ADA PICK UP @34'' MAX. AFF. 60'' DISPLAY FRIDGE 3'-0" DECK OVEN FREEZER 50QT DOUGH MIXER 25QT DOUGH MIXER COMBI OVEN 36'' GRIDDLE 4 BURNER GAS RANGE 3' - 2 " 2' - 0 " CABINET ø 5'-0" 72'' UC FREEZER 72'' X 36'' WT PREP SINK 20QT PLANETARY MIXER RETARDER PROOFER DOUGH SHEETER HAND SINK (E) 48'' ICE MACHINE GRINDER COFFEE BREWER (N) DISPLAY AREA V.I.F.5'-8" BENCH 4'-6 1/2" ø 5'-0" 9'-6 3/4" 3'-6" (N) SERVICE (N) DINING AREA (N) DINING AREA 3'-6 1/2" 3' - 3 " 4'-11 3/4" 4'-5" 3' - 2 " 1' - 2 " 13'-5 1/4" 4' - 8 " 5' - 1 " 5' - 4 " 3' - 0 " ADA ＯRDER @34'' MAX. AFF. BUN DIVIDER 4'-6"2'-6 1/2" 7'-0" 4'-6 1/4" 4' - 0 " 3'-3" 2' - 9 " 16 ' - 6 " RETARDER PROOFER 36'' X 24'' WT 3' - 0 " 3'-7" FRIDGE 72'' UC FREEZER 36'' X 84'' S.S. WT 3' - 0 " HW DIS.DUMP SINK ICE BIN TEA BREWER SY R U P BLENDER 2'-8" COUNTERTOP OVEN 3'-0"4'-10" 24'' HIGH PONY WALL 3'-0"6'-6" 12 ' - 3 1 / 2 " 7' - 3 1 / 2 " 6' - 0 " 3'-3 1/4" 3'-0 1/4" CABINET COLD BREWER 48 ' ' U C F R I D G E JUICER 60 ' ' U C F R I D G E 4' - 1 " 2' - 2 " 5' - 1 0 3 / 4 " 5' - 2 " 2' - 0 " HAND SINK (E) HAND SINK 2'-6"5'-0"6'-0" DI S P L A Y W I N D O W 8' - 0 " 2' - 0 " 3'-8" WO R K S T A T I O N 24 ' ' X 3 0 ' ' W T 1' - 2 1 / 2 " (E) F.S. (N) F.S. (R) F.S. 3' - 2 " 36'' ES W/ PLATE SHELF 6" (R) F.S. RETAIL D I S P LAY SHELF 9' - 0 " 720mm 2'-4 3/8" SMOOTHIE BLENDER EMPLOYEE LOCKER (E) CHEM. SHELF & MOP RACK 4' - 0 " SNEEZE GUARD @ 60'' MIN. AFF. ø 5'-0" 30''X48''CLR 30''X48''CLR 16'-0" 6" 1'-1" 3'-7 1/4" BUBBLE TEA MACHINE ADD. FAUCET FOR FILTERED WATER WATER FILTER SYSTEM FOR FRONT KITCHEN WATER FILTER SYSTEM FOR PROOFERS 01 03 02 04 05 A 4.022 1 WALL BELOW A 4.01 2 1 A 4.024 5 A 4.026 A 2.113 4 A 2.11 5 - 6 PROPOSED INTERIOR SIGNAGE. NOTE: SIGNAGE CANNOT EXCEED 25% OF WINDOW AREA. (N) HAND SINK 3'-0" 30''X48''CLR 30''X48''CLR 30''X48''CLR 3'-4"3'-1" 6" (N) F.S. (N ) T R E N C H D R A I N NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN KEYNOTES A 2.02 PROPOSED FLOOR PLAN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT IN USE. 2. PROVIDE ILLUMINATED EXIT SIGN PER CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 8. ALL RESTROOM DOORS AND EXTERIOR DOORS SHALL BE SELF- CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1 ALL FLOOR SINKS ARE AT LEAST 50% EXPOSED WHEN LOCATED UNDER MILLWORK OR NON-MOVEABLE EQUIPMENT. 2 PROVIDE DIRECT CONNECTION TO THE MAIN LINE FOR THE 3-COMPARTMENT WARE WASHING SINK. AND THE FAUCET SPOUT OF THE WARE WASHING SINK IS REACHING TO ALL COMPARTMENTS ACCESSIBLE. 3 PROVIDE A BACKFLOW PREVENTION DEVICE AT MOP SINK FAUCET 4 A SPLASHGURAD IS REQUIRED WHEN A SINK IS INSTALLED ADJACENT TO FOOD, UTENSILS, EQUIPMENT, LINENS OR FOOD PREPARTION SURFACES. THE SPLASHGURAD MUST BE A MINIMUM 6'' HIGH, EXTEND FROM THE BACK EDGE OF THE HAND SINK TO THE FRONT EDGE OF THE HANDSINK, AND HAVE ROUND CORNERS. 5 FIRE EXTINGUISHER (MINIMUM 2A-10BC)WITHIN IN A SEMI-RECESSED CABINET WITHIN 75 FEET TRAVEL DISTANCE FROM ALL POINTS IN THE TENANT SPACE; THE TOP OF THE EXTINGUISHER CABINET SHALL BE NO HIGHER THAN 48 INCHES ABOVE THE FLOOR; EXTINGUISHER SHALL BE PLACED IN LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. REFER TO 8/A3.01 FOR DETAIL. 1/4" = 1'-0"1 PROPOSED FLOOR PLAN • 2 PEOPLE TABLE: 2 (2 X 4 = 8), PROVIDE 1 ACCESSIBLE SEATING • 4 PEOPLE TABLE: 4 (4 X 3 = 12), PROVIDE 1 ACCESSIBLE SEATING TOTAL SEAT NUMBER: 20 ACCESSIBLE SEATINGS REQUIRED: 20 X 5% = 1 SEAT ACCESSIBLE SEATINGS PROVIDED: 2 SEATS (AT LEAST 1 WHEELCHAIR SPACE PROVIDED FOR EACH TYPE OF TABLE) ACCESSIBLE SEATING ANALYSIS REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (N) INTERIOR NON BEARING WALL, METAL STUD 20 GA 3-5/8" W/ 5/8" GYP. BD BOTH SIDE, REFER TO 6/A5.01 ADA 30" X 48" ACCESSIBLE FLOOR CLEARANCE 5'-0" WIDE ACCESSIBLE TURNING RADIUS CLEARANCE (N) INTERIOR NON BEARING HALF- HEIGHT WALL, REFER TO 5/A5.01 (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSINGL5 FLOOR SINK(F.S.) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT L6 (N) L6- CEILING RECESSED LIGHT BOD: NORA/ NIOC-4RNDC OR EQ (E) 2X4 ACT CEILING @ 12'-10" AFF. TO REMAIN, V.I.F. (E) W.I.C. CEILING @ 8'-6" (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. TO REMAIN, V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 10'-0" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-4" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-9" AFF. TO REMAIN, V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. TO REMAIN, V.I.F. (N) DRYWALL CEILING @ 8'-11" AFF. V.I.F. 3'-0" 4'-9 1/4" 4'-9" 2' - 6 " 4' - 2 " 3' - 9 1 / 2 " 4' - 0 " 4' - 0 " 4' - 0 " 3'-4"2'-6" 1'-4" 3'-1" 1'-9" 1'-6" (E) TYPE-1 HOOD L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L1 L1 L2 L2 L2 L3 L1 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L6 L6 L6 L6 L6 L6 L6 L6 L6L6 L6 L6 (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN KEYNOTES A 2.03 PROPOSED RCP Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT IN USE. 2. PROVIDE ILLUMINATED EXIT SIGN PER 2022 CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER 2022 CBC 11B. 8. ALL RESTROOM DOORS AND EXTERIOR DOORS SHALL BE SELF- CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1 ALL FLOOR SINKS ARE AT LEAST 50% EXPOSED WHEN LOCATED UNDER MILLWORK OR NON-MOVEABLE EQUIPMENT. 2 PROVIDE DIRECT CONNECTION TO THE MAIN LINE FOR THE 3-COMPARTMENT WARE WASHING SINK. AND THE FAUCET SPOUT OF THE WARE WASHING SINK IS REACHING TO ALL COMPARTMENTS ACCESSIBLE. 3 PROVIDE A BACKFLOW PREVENTION DEVICE AT MOP SINK FAUCET 4 A SPLASHGURAD IS REQUIRED WHEN A SINK IS INSTALLED ADJACENT TO FOOD, UTENSILS, EQUIPMENT, LINENS OR FOOD PREPARTION SURFACES. THE SPLASHGURAD MUST BE A MINIMUM 6'' HIGH, EXTEND FROM THE BACK EDGE OF THE HAND SINK TO THE FRONT EDGE OF THE HANDSINK, AND HAVE ROUND CORNERS. 1/4" = 1'-0"1 PROPOSED RCP REVISIONS NO. DATE DESCRIPTION (E) KITCHEN 869 SF 5 OCC. (N) SERVICE 212 SF 2 OCC. (N) DINING AREA 404 SF 27 OCC. (N) DISPLAY AREA 178 SF 3 OCC. (N) STAFF ROOM 59 SF 1 OCC. (E) ADA RESTROOM (E) WALK IN COOLER (N) DINING AREA 150 SF 10 OCC. EXIT-3 EXIT-1 EXIT-2 TACTILE EXIT SIGN , TYP. REFER TO FIG9/ G0.02 "S" OCCUPANT LOAD SIGN PER CBC 1004.9 1'' BLOCK LETTER & NUMBER ON CONSTRASTING BACKGROUND STATING "MAXIMUM OCCUPANCY 166" "E" 6'-0" 3'-0" 3'-0" TACTILE EXIT SIGN , TYP. REFER TO FIG9/ G0.02 "E" TACTILE EXIT SIGN , TYP. REFER TO FIG9/ G0.02 "E" 7'-0" 17 ' - 0 " 6'-9" 4'-3" 6'-0" 16'-6" 4'-4" 62 FT 6' - 0 " 10'-0" 3' - 0 " 19 FT 14 ' - 0 " 10'-0" 27 FT 12'-0" 4' - 0 " 16 FT 10'-0" 27 FT 8' - 0 " 5' - 0 " 8'-0"10'-0" 17 ' - 0 " 28 FT 11 ' - 0 " 24 FT 5'-0" 5'-9" 37 FT 22'-0"27 FT 03 05 04 01 02 06 07 (E) FIRE EXTINGUISHER IN SEMI- RECESSED CABINET, REFER TO 10/A5.01 FOR DETAIL DOOR SCHEDULE DO O R N o . ST A T U S SIZE LOCATION 01 E WIDTH HEIGHT THICK HARDWARE 6'- 0" 7'- 0"0'- 1 3/4"MAIN ENTRY ALUMINUM W. TEMP. GLASS PRE-FINISHED ALUMINUM PANIC HARDWARE, DEADBOLT, CLOSER TYPE SWING NOTE: 1. DOOR HARDWARE IS OPERABLE WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE HAND. CBC 11B-404.2.7 AND 11B-309.4 2. DOOR THRESHOLDS, IF PROVIDED AT DOORWAYS, TO BE 1/2 INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH CBC SECTION 11B-302 AND 11B-303. CBC 11B-404.2.5. 3. DOOR OPENING FORCE IS 5-POUNDS MAXIMUM FOR INTERIOR AND EXTERIOR DOORS PER CBC 11B-404.2.9. 4. DOOR OPENING HARDWARE IS MOUNTED 34'' TO 44'' ABOVE THE FNISH FLOOR PER CBC 11B-404.2.7. 5. THE LOWER 10 INCH OF THE DOOR SURFACE IS PROVIDED WITH A SMOOTH SURFACE FOR THE FULL WIDTH OF THE DOOR, AT THE PUSH SIDE OF THE DOOR PER CBC 11B-404.2.10. 10 " M I N . 7' - 0 " IN T E R N A T I O N A L S Y M B O L @ 6 0 ' ' A F F TA C T I L E E X I T S I G N @ 6 0 ' ' A F F 3'' MIN. TACTILE EXIT SIGN, REFER TO FIG.9/G0.02 FOR DETAIL 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE 01 10 " M I N . 34 ' ' - 4 4 ' ' 7' - 0 " 3'-0" 02 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE ACCESSIBLE DOOR HANDLE W/ 5LBS MAX. PUSH/ PULL FORCE CLEAR TEMP. GLASS 10 " M I N . 6' - 6 " 3'-0" 07 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE DOOR LATCH TACTILE EXIT SIGN, REFER TO FIG.9/G0.02 FOR DETAIL 3'' MIN.6" 6" DOOR MATERIAL FRAME PRE-FINISHED ALUMINUM DOOR FINISH 04 E 3'- 0" 7'- 0" SOLID CORE PAINT0'- 1 3/4"SWINGRESTROOM ALUMINUM LEVER HANDLE, LOCK 10 " M I N . 6' - 8 " 3'-3" 05 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE DOOR LEVER 6'-0" ACCESSIBLE DOOR HANDLE W/ 5LBS MAX. PUSH/ PULL FORCE 02 E 3'- 0" 7'- 0"ENTRANCE0'- 1 3/4" SWING ALUMINUM W. TEMP. GLASS PRE-FINISHED ALUMINUM PANIC HARDWARE, DEADBOLT, CLOSER PRE-FINISHED ALUMINUM CLEAR TEMP. GLASS 06 E 3'- 3" 6'- 8" SOLID CORE PAINT0'- 1 3/4" SWINGBACK EXIT WOOD LEVER HANDLE, LOCKSET 10 " M I N . 34 ' ' - 4 4 ' ' 7' - 0 " 3'-0" 04 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE DOOR LEVER SIGN WHERE OCCURS, SEE FIG.3/ G0.02 SIGN WHERE OCCURS, SEE FIG.3/ G0.02 10 " M I N . 6' - 8 " 3'-0" 06 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE DOOR LEVER 07 E 3'- 0" 6'- 6" PRE-FINISHED0'- 1 3/4" PRE-FINISHEDW.I.C. SWING STAINLESS STEEL STAINLESS STEEL HINGE, HANDLE, CLOSER 10 " M I N . 7' - 0 " 3'-0" 03 10'' MIN. SMOOTH SURFACE OR KICK PLATE ON THE PUSH SIDE TACTILE EXIT SIGN, REFER TO FIG.9/G0.02 FOR DETAIL 3'' MIN. HANDLE W/ 5LBS MAX. PUSH/ PULL FORCE CLEAR TEMP. GLASS 03 E 3'- 0" 7'- 0" ENTRANCE0'- 1 3/4" SWING ALUMINUM W. TEMP. GLASS PRE-FINISHED ALUMINUM HANDLE, LOCKSET, CLOSERPRE-FINISHED ALUMINUM 05 E 3'- 0" 7'- 0" SOLID CORE PAINT0'- 1 3/4" SWINGSTAFF ROOM ALUMINUM LEVER HANDLE, LOCK OCCUPANCY ANALYSIS ( OCCUPANCY LOAD PER TABLE 1004.5) KITCHEN AREA OCCUPANCY TYPE KITCHEN, COMMERCIAL AREA OCCUPANCY LOAD FACTOR OCCUPANCY 190 SF 200 5 SERVICE BUSINESS AREA 2212 SF 150 OTHER N/A N/A N/A TOTAL 2062 SF 48 869 SF EGRESS ANALYSIS: -TOTAL BUILDING OCCUPANCY: 48 OCC. LOAD < 50 -1 EXIT REQUIRED , 3 EXITS PROVIDED( EXIT 1, EXIT 2, EXIT 3) -EGRESS WIDTH REQUIRED: 48 X 0.2 = 9.6'' EXIT 1: 72'' PROVIDED > 9.6'' EXIT 2: 36'' PROVIDED > 9.6'' EXIT 3: 36'' PROVIDED > 9.6'' COMMON PATH OF TRAVEL DISTANCE ANALYSIS: PER TABLE 1006.2.1, OCCUPANCY B IS WITH SPRINKLER SYSTEM MAXIMUM COMMON PATH OF TRAVEL DISTANCE IS 100'. LONGEST EXIT ACCESS TRAVEL DISTANCE: 62' < 100' (WITH SPRINKLER) DISPLAY AREA MERCANTILE 3178 SF 60 DINING AREA ASSEMBLY W/O FIXED SEATS, UNCONCENTRATED (TABLES AND CHAIRS)37554 SF 15 STAFF ROOM BUSINESS AREA 159 SF 150 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 2.04 EGRESS PLAN & ANALYSIS & DOOR SCHEDULE Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1/4" = 1'-0"1 EGRESS PLAN 1/4" = 1'-0"2 DOOR SCHEDULE REVISIONS NO. DATE DESCRIPTION (E) WALLS TO REMAIN (N) INTERIOR NON BEARING WALL, METAL STUD 20 GA 3-5/8" W/ 5/8" GYP. BD BOTH SIDE, REFER TO 6/A5.01 ADA 30" X 48" ACCESSIBLE FLOOR CLEARANCE 5'-0" WIDE ACCESSIBLE TURNING RADIUS CLEARANCE (N) INTERIOR NON BEARING HALF- HEIGHT WALL, REFER TO 5/A5.01 (E) SUPPLY (E) RETURN (E) EXHAUST L1 (E) L1- CEILING RECESSED LIGHT (E) L4- RECESSED 2'X4' LED TROFFER LIGHT L4 (E) L5- LED LIGHT FIXTURE W/ MOISTURE PROOF HOUSINGL5 FLOOR SINK(F.S.) FLOOR DRAIN (F.D.) L2 (E) L2- CEILING RECESSED ADJUSTABLE LIGHT L3 (E) L3- CEILING SURFACE MOUNT TRACK LIGHT L6 (N) L6- CEILING RECESSED LIGHT BOD: NORA/ NIOC-4RNDC OR EQ VENTLESS COUNTERTOP OVEN TURB CHEF/ THE ECO ON TABLE TOP EQUIPMENT SCHEDULE IT E M N o . QU A N T I T Y ST A T U S ITEM MANUFACTURE & MODEL No. SIZE W" D" H" PLUMBING WATER WASTE GAS ELECTRICAL V/ H Z / P H KW AM P S BASE / INSTALLATION REMARK C.W H.W DIR IDIR SIZE BTU x1000 4 1 3 12 6 13 7 11 9 10 14 8 27 24 25 26 20 19 21 18 1 N 1 N 1 N 1 N 1 1 N 1 N 1 2 1 N 1 22 1 N 60'' DISPLAY FRIDGE TEA BREWER 1 2 1 N BLENDER 8" 9" 17.7" JUICER WARING/ WJX80 10.75" 18'' 20" BUNN/ AXIOM-15-3 1 4 BURNER 24'' GAS RANGE 1 E 30 17 1 23 5 1 15 31 1 N 29 28 1 N COFFEE BREWER COFFEE GRINDER 16 1 N VITAMIX/ DRINK MACHINE ADVANCE BUNN/ G3 1 N ON TABLE TOP ON TABLE TOP ON TABLE TOP N N N N 48'' UNDERCOUNTER FRIDGE 120/ 60/1 1 8 48 1/4" 29 15/16" 35 1/2" √ N EMPLOYEE LOCKER √ √√ 5-TIER WIRE SHELVING 48"X18''ADVANCE TABCO/ ECC-1848 48" 18" 64" 5-TIER WIRE SHELVING 36"X18''ADVANCE TABCO/ ECC-1836 36" 18" 64" HALLOWELL/ U1228-6PT 12" 12" 78" 6" LEG 6" LEG 32 34 36'' GAS GRIDDLE W/ STAND COOKING PERFORMANCE GROUP/ 36GTSSPNL 36" 26 13/16" 16 5/16" 6" LEG POLARMAN/ PLM-UC-48S ON TABLE TOP CUSTOM S.S. WORK STATION W/ DUMP SINK, ICE BIN, HAND SINK & SHELF 1 COLD BREWER WALL MOUNT HOT WATER DISPENSER 35 36 HONEY MANAGEMENT GROUP INC/ HT-M-1800 √1 N 1 N N E N BUNN/ H5X SST 7.4"18.9"28.5" 1 N 60'' UNDERCOUNTER FRIDGE 33 1 N 6" LEG 1 N 1 N 1 N REGENCY/ 600TB3024G24''X30'' S.S. WORK TABLE SPIRAL DOUGH MIXER 50QT 6" LEG 36''X84'' S.S. WORK TABLE EAGLE GROUP/ T3684E √ √√ 6" LEG N 2 N Y-FANG/ ET-9EF-EPH 110/ 60/1SYRUP MACHINE 1 N 1 E 1 E 2 N ON CASTER ON PLATFROM ON TABLE TOP 1 N37 HAND SINK W/ SPLASHES 115/ 60/1 3 ON CASTER 120/ 50-60/1 11.5 71"28.5"55.12" BUNN/ TB3Q 10.2"20.7"34.2"120/ 60/1 1.73 14.4 ON TABLE TOP 120/ 60/1 1.85 15.4 ON TABLE TOP1/4'' √√6" LEG 10"14" 17" 16.3"22.1" 16.8" 0.3 SMOOTHIE BLENDER 9 1/16" 7 11/16" 16 9/16"LING YANG/ E.BLENDERS EJ-816 ON TABLE TOP110/ 60/1 1.2 W/ SOAP & PAPER TOWEL DISPENSER√ √ 1/4'' 1/4'' √120/ 60/1 1.8 15 7.4" 15.9" 27.2"120/ 60/1 9 61 1/4" 29 15/16" 35 1/2"POLARMAN/ PLM-UC-60S 115/ 60/1 3 ON CASTER TODDY/ TPSC10 14 7/8" 14 7/8" 18 7/8"ON TABLE TOP 24" 30" 38"6" LEG 16.1" 23.5" 21.5"208/240 60/1 20 72'' UNDERCOUNTER FREEZER 71 3/4" 29 15/16" 35 1/2"POLARMAN/ PLM-UC-72FS 115/ 60/1 6 ON CASTER 84" 36" 35 1/8"6" LEG 1 N 36''X72'' S.S. WORK TABLE EAGLE GROUP/ T3672E 72" 36" 35 1/8" SPIRAL DOUGH MIXER 25QT ABS/ ABSFBM-50 22" 37" 47" ABS/ ABSFBM-25 20" 33.5" 42" 208/220 60/3 10.5/ 10 ON CASTER ON CASTER208/220 60/3 3.75 2.2 7/ 6 PLANETARY MIXER 20QT ABS/ ABSPMS-20L 21.75" 35.75" 37"110/ 60/1 15 6" LEG 6" LEG24''X36'' S.S. WORK TABLE W/ 12'' OVERSHELF REGENCY/ 600WT2436KIT 36" 24" 66" DECK OVEN REVENT/ NO.3 DECK 3 PAN 72.3" 35.6" 75.8"208-220 60/3 83401/2'' √ COMBI OVEN W/ OVEN STAND UNOX/ XAVC-10FS-GPRM W/ XWARC-07EF-H 34" 33 3/16'' 38" 28 1/8'' 45 3/4" 29 5/8''3/4'' √ ON CASTER 120/ 60/1 9036" 30" 26"3/4''6" LEG COOKING PERFORMANCE GROUP/ 351S24N 24" 32 5/8" 60 3/8"1503/4'' 2 DOOR REACH-IN FRIDGE POLARMAN/ PLM-54RS 115/ 60/1 4.553 15/16"32 11/16" 82 5/16" ON CASTER2 DOOR REACH-IN FREEZER POLARMAN/ PLM-54FS 115/ 60/1 953 15/16" 32 11/16" 82 5/16" RETARDER PROOFER ABS/ ABSDC-236 33" 54" 87"√1/2'' ON CASTER220/240 60/1 25 REVERSIBLE DOUGH SHEETER UNIVEX/ SFG600 TM 111.2" 42.2" 50"220/ 60/3 7.35 ON CASTER BUN DIVIDER UNIVEX/ SBDR22 26 1/2'' 22 1/4" 79 7/8"208-240 60/3 3.1 ON CASTER ICE MACHINE W/ 48'' BIN & WATER FILTER HOSHIZAKI 208-230 60/1 6" LEG MOP SINK WATER HEATER BARDFORD HAND SINK W/ SPLASHES 1 E38 10 N39 3 N40 1 N41 1 E42 1 E43 PREP SINK 3 COMP SINK WALK IN COOLER 6" LEG 6" LEG AIR CURTAIN MARS/ 36CH-0 115/ 60/1 5.1 4" MIN. CONC. COVED BASE WALL MOUNT W/ SOAP & PAPER TOWEL DISPENSER W/ SPLASHES ON ALL 3 SIDES WALL MOUNT W/ DOOR-LIMIT SWITCH REGENCY/ 60S1162018GL 36 1/2" 25 1/2" 43 3/4" 1 E44 CHEM. SHELF & MOP RACK CUSTOM CUSTOM WALL MOUNT √ √REGENCY/ 600HS12SP 12" 16" 12"√ √ √ √ √ √ √√ √ √ 1 E45 TYPE 1 HOOD CAPTIVEAIRE 192'' 48'' WALL MOUNT POLARMAN/ PLM-471SB 60" 26 4/5" 55 1/2"110-120 60/1 7.2 6" LEG 12119.4253/4'' BUBBLE TEA MACHINE461 N ZEEWAY/ NCJ-K 26" 21.26" 61"110/ 60/1√√ON CASTER1.2 3-PRONG PLUG/ 20A WATER FILTER SYSTEM473 N PRO/ C25-100 18" 7" 24" 11" 11" 17" W/ WATER FILTER W/ WATER FILTER CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM FAUCET481 N ADVANCE TABCO/ K-121 OR EQ 12" 18" 8"√WALL MOUNT CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM MIXING FAUCET W/ HOSE491 N T&S/ B-0167 OR EQ 12 5/8" 3"√WALL MOUNT W/ BACKFLOW PREVENTION DEVICE√ √ GREASE TRAP501 N ZURN/ GT2700-50 30 3/8" 24 1/2" 21 1/2"4" MIN. CURB/ 6'' MIN. LEG√W/ SMOOH. EASLY CENABLE, DURABLE TOP (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) ELE PANEL 'B' (E) ELE PANEL 'A' (E) F.S. (R) F.S. (E) KITCHEN BREAD DISPLAY AREA PICK UP (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA ＯRDER 24'' HIGH PONY WALL CABINET (E) F.S. (N) F.S. (R) F.S. 15 03 04 01 05 06 07 12 09 10 11 14 13 08 33 16 17 18 2425 26 27 20 19 21 22 23 28 30 30 17 32 31 34 35 29 38 (R) F.S. 36 39 39 4039 40 39 39 39 39 39 39 39 02 42 41 40 43 44 6'' MIN. HIGH WALL MOUNT SPLASH 6" M I N . 6" MIN. 45 QUARTZ COUNTERTOP W/ FORMICA LAMINATE CABINET FINISH. QUARTZ COUNTERTOP W/ FORMICA LAMINATE CABINET FINISH. CABINET (FINISH: FORMICA LAMINATE) SNEEZE GUARD @ 60'' MIN. AFF. RETURN 1'-6" MIN. RETURN 1'-6" MIN. RET A I L D I S P L A Y SH E L F BENCH 46 48 47 47 47 36 6'' MIN. 6'' MIN. SPLASH ON BOTH SIDES 6'' MIN. SPLASH ON BOTH SIDES ELEVATED ON 4'' MIN. HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB 6'' MIN. HIGH WALL MOUNT SPLASH (N ) T R E N C H D R A I N 49 6" M I N . 50 6" 37 NOTES LEGEND JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN KEYNOTES A 2.10 EQUIPMENT PLAN & EQUIPMENT SCHEDULE Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1. NOT IN USE. 2. PROVIDE ILLUMINATED EXIT SIGN PER CBC BACK-UP POWER 90 MIN. 3. SIGN ABOVE THE DOORS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 4. EXITING DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. 5. ALL KITCHEN EQUIPMENT IS ON 6" HIGH LEGS, COMMERCIAL CASTERS OR ON A 6" MASONRY CONTINUOUS COVED BASE. 6. ACCESSIBLE DINING TABLE SHALL BE 28" TO 34" MAX. UNDER TABLE 27" HIGH MIN. CLR SPACE WITH 19" DEEP KNEE FOR EACH ADA SEATING W/ 30"X48" CLEAR FLOOR SPACE. REFER TO FIG. 2 / G0.02 7. INTERNATIONAL ACCESSIBILITY SYMBOL AFFIX ON ALL ACCESSIBLE ENTRANCES PER CBC 11B. 8. ALL RESTROOM DOORS AND EXTERIOR DOORS SHALL BE SELF- CLOSED. 9. ALL WINDOWS SHALL BE FIXED. 10. 5% OF LOCKER SHALL BE ACCESSIBLE PER CBC 11B-225.2.1 & 11B-811 1. EXHAUST AND MAKE UP AIR SYSTEM SHALL BE ELECTRICALLY INTERLOCKED WITH ONE ELETRICAL SWITCH 2. ALL RESTROOM AND KITCHEN WALLS, FLOORS, AND CEILINGS SHALL BE SMOOTH, WASHABLE AND DURABLE 3. ALL SINK FIXTURES TO HAVE COLD & HOT WATER CONNECTIONS, ALL COLD & HOT WATER CONNECTION ARE EXISTING AND REMAIN NO CHANGE 4. JANITORIAL MOP SINK & HAND SINKS SHALL DIRECTLY DRAIN TO THE WASTE LINE 5. ALL EQUIPMENT SHALL BE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) CERTIFIED 6. PROVIDE A MIN. OF 96 LINEAR FOOT OF APPROVED DRY FOOD STORAGE SHELVES 7. ALL WINDOWS ARE FIXED AND ALL EXTERIOR DOORS SHALL BE SELF-CLOSING AND RODENT PROOFED 8. AIR CURTAIN SHALL BE MICRO-SWITCH DOOR ACTIVATED 9. LEGEND FOR EQUIPMENT PLAN & SCHEDULE: F.S. = FLOOR SINK, F.D. = FLOOR DRAIN, S.S. = STAINLESS STEEL, (E) = EXISTING, (N)= NEW, W/ = WITH, W = WIDTH, D = DEPTH, H = HEIGHT, EQUIP. = EQUIPMENT 10.A 1-INCH MINIMUM AIR GAP IS REQUIRED AT ALL FLOOR SINKS. NOTES: HEALTH DEPARTMENT NOTE: FINISHES FINISHES IN ALL AREAS, OTHER THAN THE CUSTOMER WAITING OR DINING AREAS, MUST BE SMOOTH, NONABSORBENT, EASILY CLEANABLE AND DURABLE. EQUIPMENT SPECIFICATION ALL NEW AND REPLACEMENT FOOD-RELATED OR UTENSIL-RELATED EQUIPMENT SHALL BE CERTIFIED OR CLASSIFIED FOR SANITATION BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED CERTIFICATION PROGRAM. EXAMPLE OF THESE ACCREDITED PROGRAM. EXAMPLE OF THESE ACCREDITED PROGRAMS INCLUDE NSF, UL, INTERTEK ETL, CSA ETC. FLOOR SINKS INSTALLATION: ALL FLOOR SINKS MUST BE AT LEAST HALF-EXPOSED UNDER THE CURB MOUNTED EQUIPMENT OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT AND LOCATED WITHIN 15 FEET OF THE CONDENSATE PRODUCING EQUIPMENT. A PROPERLY COVED PROTECTIVE ENCLOSURE WILL BE REQUIRED AROUND THE BACKSIDE OF HALF-EXPOSED FLOOR SINKS WHERE THE FLOOR SINK IS INSTALLED UNDER CURB OR BASE MOUNTED EQUIPMENT, E.G., STORAGE CABINET, DISPLAY REFRIGERATORS, ETC. EQUIPMENT INSTALLATION A. ALL EQUIPMENT, INCLUDING SHELVING, MUST BE SUPPORTED BY 6" HIGH EASILY CLEANABLE LEGS, COMMERCIAL CASTERS, OR COMPLETELY SEALED IN POSITION ON A 4" HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB. B. SNEEZE GUARD PROTECTION MUST BE PROVIDED WHERE FOOD IS DISPLAYED, OR CUSTOMER SELF-SERVICE FOODS ARE PROPOSED. DISPLAYS OF UNPACKAGED FOOD SHALL BE SHIELDED SO AS TO INTERCEPT A DIRECT LINE BETWEEN 54" AND 60" ABOVE THE FLOOR, AND THE FOOD BEING DISPLAYED. HOOD CONSTRUCTION MECHANICAL MAKE-UP AIR SHALL BE PROVIDED AT LEAST EQUAL TO THAT AMOUNT WHICH IS MECHANICALLY EXHAUSTED. WINDOWS AND DOORS ARE NOT APPROVED SOURCES FOR MAKE-UP AIR. STORAGE SHELVING A SHELVING UNIT SHALL BE A MINIMUM 18" IN DEPTH AND 3 TIERS HIGH. FOR EXAMPLE, 8 SHELVING UNITS, EACH OF WHICH IS 4' LONG AND 3 TIERS HIGH, WOULD EQUAL 32 LINEAR FEET OF SHELVING UNITS. ALL STORAGE SHELVING MUST BE ACCESSIBLE WITH 30" AISLE CLEARANCE. WATER HEATER A. STORAGE TYPE WATER HEATER IS PROPOSED, PROVIDE A MINIMUM ENERGY INPUT RATING OF 42,761 BTU'S OR 10.0 TOTAL CONNECTED KW'S AT 50℉RISE. B. INSTALL THE WATER HEATER ON A 4" HIGH, COVED PLATFORM OR CURB, OR ON AT LEAST 6" HIGH, SMOOTH, EASILY CLEANABLE LEGS. C. ALL HANDWASHING FACILITIES SHALL BE SUPPLIED WITH WARM WATER SUPPLIED THROUGH A MIXING VALVE OR COMBINATION FAUCET AT A TEMPERATURE OF AT LEAST 100℉. ALL OTHER SINKS SHALL SUPPLY HOT WATER AT A TEMPERATURE OF AT LEAST 120℉. LOCKERS LOCKERS MUST BE INSTALLED ON A 6" HIGH, EASILY CLEANABLE LEGS, CANTILEVERED OFF THE WALL, OR ON A MINIMUM 4" HIGH CONTINUOUSLY COVED CURB OR PLATFORM. L-ANGLE LEGS ARE NOT ACCEPTABLE. PLUMBING/ ELECTRICAL ALL CONDUIT, PLUMBING, ETC., NOT CONCEALED WITHIN WALLS, MUST BE INSTALLED AT LEAST 6" OFF THE FLOOR AND 1/2" AWAY FROM WALLS. ALL EXPOSED FLEX CONDUIT IS TO BE "SEAL-TIGHT" OR EQUIVALENT. ITEM 39: WIRE SHELVING (4) 36" X 18" 5-TIERS = 60 FT. ITEM 40: WIRE SHELVING (2) 48" X 18" 5-TIERS = 40 FT. TOTAL DRY STORAGE SHELVING PROVIDED : 100 FT. REQ. MIN. 96 FT. OF STORAGE SHELVING: 100>96 = OK DRY STORAGE SHELVING CALC.: 1 ALL FLOOR SINKS ARE AT LEAST 50% EXPOSED WHEN LOCATED UNDER MILLWORK OR NON-MOVEABLE EQUIPMENT. 2 PROVIDE DIRECT CONNECTION TO THE MAIN LINE FOR THE 3-COMPARTMENT WARE WASHING SINK. AND THE FAUCET SPOUT OF THE WARE WASHING SINK IS REACHING TO ALL COMPARTMENTS ACCESSIBLE. 3 PROVIDE A BACKFLOW PREVENTION DEVICE AT MOP SINK FAUCET 4 A SPLASHGURAD IS REQUIRED WHEN A SINK IS INSTALLED ADJACENT TO FOOD, UTENSILS, EQUIPMENT, LINENS OR FOOD PREPARTION SURFACES. THE SPLASHGURAD MUST BE A MINIMUM 6'' HIGH, EXTEND FROM THE BACK EDGE OF THE HAND SINK TO THE FRONT EDGE OF THE HANDSINK, AND HAVE ROUND CORNERS. 1/4" = 1'-0"1 EQUIPMENT PLAN REVISIONS NO. DATE DESCRIPTION 3 03/30/2026 Health 2nd PC 3 3 3 3 KITCHEN ROOM FINISH SCHEDULE NOTE: WALL, FLOOR AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN 2026 CBC Table 803.13 AND CBC 303.1.1. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH CBC 804.2 THROUGH 804.4.1. DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS COVERED BY SFM SHALL COMPLY WITH THE PROVISION OF CBC 806. NOTE: ALL KITCHEN, WASHING, MOP, PREP, AND RESTROOM AREA, PROVIDE A 1'-0" CEMENT BOARD ON THE BOTTOM, & ABOVE 4'-0" DENS ARMO (MOLD RESISTANCE) AROUND THE WALL. PROVIDE MER-KRETE HYDRO GUARD 2000 ON FLOOR & WALL BASE, MER KRETE HYDRO GUARD ONE 4'-0" H. ON WALL SEE SHEET A-X FOR DETAIL. FINISHES IN ALL AREAS, OTHER THAN THE CUSTOMER WAITING OR DINING AREAS, MUST BE SMOOTH, NONABSORBENT, EASILY CLEANABLE, & DURABLE. CO V E B A S E Q U A R R Y T I L E S W / M I N . 3 / 8 " R A D I U S & MI N . 4 " T A L L C O N T . S M O O T H F I N I S H VI N Y L W A L L B A S E WA S H A B L E F R P P A N E L F I N I S H WA S H A B L E G L O S S P A I N T O V E R D R Y W A L L & C E R A M I C TI L E S F I N I S H O N L O W E R H A L F O F W A L L DR Y W A L L W I T H S E M I - G L O S S P A I N T WA S H A B L E D R Y W A L L W / G L O S S P A I N T WA S H A B L E 2 X 4 A C O U S T I C C E I L I N G T I L E S (A M S T R O N G C L E A N R O O M - V L ) 6" x 6 " Q U A R R Y T I L E S M O O T H F I N I S H O N L Y CO L O R G R E Y SM O O T H H A R D N O N A B S O R B E N T M A T E R I A L , S E C , 8 0 7 CE R A M I C T I L E S M O O T H F I N I S H O N L Y SM O O T H H A R D N O N A B S O R B E N T M A T E R I A L , S E C , 8 0 7 CE R A M I C T I L E S M O O T H F I N I S H O N L Y SM O O T H H A R D N O N A B S O R B E N T M A T E R I A L , S E C , 8 0 7 EX P O S E D C E I L I N G ST A I N L E S S S T E E L ST A I N L E S S S T E E L ST A I N L E S S S T E E L CE R A M I C C O V E T I L E B A S E W / M I N . 3 / 8 " R A D I U S & MI N . 4 " T A L L C O N T . S M O O T H F I N I S H RESTROOM DINING AREA PO L I S H E D C O N C R E T E F L O O R W / A P P R O V E D S E A L E R , ( P E G A - CO T E 9 2 0 0 ) 8 0 0 - 2 0 1 - 2 0 2 2 E X P O X Y F I N I S H ST A I N L E S S S T E E L STAFF ROOM W.I.C. SERVICE AREA FLOOR BASE WALL CEILING RETAIL (E) QUARRY TILE W/ COVED QUARRY TILE BASE (E) CERAMIC TILE W/ COVED CERAMIC TILE BASE (E) CERAMIC TILE W/ COVED CERAMIC TILE BASE (E) CERAMIC TILE W/ COVED CERAMIC TILE BASE (E) CERAMIC TILE W/ VINYL WALL BASE (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) RETAIL (N) SERVICE (N) DINING AREA (N) DINING AREA (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 12 ' ' C L E A R U N O B S T R U C T E D U S E 33 ' ' - 3 6 ' ' T O T O P O F G R A B B A R S 7''-9'' 40 ' M A X . 34 ' ' M A X . 17''-18'' 12 ' ' C L E A R U N O B S T R U C T E D U S E 33 ' ' - 3 6 ' ' T O T O P O F G R A B B A R S 17 ' ' - 1 9 ' ' 40 ' ' M A X . (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 6" MAX.11" MIN. 8" MIN. 17'' MIN. - 25'' MAX. 27 ' ' M I N . 9" KNEE SPACE TOE SPACE (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 34 ' ' M A X . 34 ' ' M A X . 40 ' ' M A X . 40 ' ' M A X . (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 40 ' ' M A X . 40 ' ' M A X . JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 2.11 FINISH PLAN & SCHEDULE, RESTROOM ELEVATIONS Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1/4" = 1'-0"1 FINISH PLAN 1/2" = 1'-0"3 RESTROOM ELEVATION A 1/2" = 1'-0"4 RESTROOM ELEVATION B 1/2" = 1'-0"6 RESTROOM ELEVATION D 1/2" = 1'-0"5 RESTROOM ELEVATION C REVISIONS NO. DATE DESCRIPTION (E) CERAMIC TILE COVE BASE WITH 3/8" RADIUS (N) CERAMIC TILE COVE BASE WITH 3/8" RADIUS SN E E Z E G U A R D @ 5 ' - 0 " M I N . A F F . 60'' DISPLAY FRIDGE BREAD DISPLAY AREA 2' - 1 0 " ADA ＯRDER @34'' MAX. AFF.ADA PICK UP @34'' MAX. AFF. 2' - 1 0 " 3'-2" CABINET 3' - 0 " OPEN OPEN OPEN OPEN 24'' HIGH PONY WALL BEHIND 5'-1"5'-9"2'-7" DRYWALL WITH SEMI-GLOSS PAINT GRINDER COFFEE BREWER SYRUP HW DIS. TEA BREWER BLENDER COUNTERTOP OVEN 8'-0" COLD BREW JUICER 60'' UC FRIDGE 1800mm 5'-10 7/8" 3' - 6 " 2' - 0 " DUMP SINKHAND SINK ICE BIN 2' - 7 1 / 2 " 2'-0"5'-2" 24''X30'' WT 48'' UC FRIDGE 2'-2"4'-1" BUBBLE TEA MACHINE SMOOTHIE BLENDER (N) CERAMIC TILE COVE BASE WITH 3/8" RADIUS SUBWAY TILE POCELAIN CLARA 2.75'' X 11'' IN WHITE FINISH: GLOSSY 8' - 1 0 " 6'' MIN. SPLASH ON BOTH SIDES 6'' MIN. SPLASH ON BOTH SIDES SN E E Z E G U A R D @ 5 ' - 0 " M I N . A F F . BREAD DISPLAY AREA (N) CERAMIC TILE COVE BASE WITH 3/8" RADIUS 2' - 1 0 " OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 4.01 INTERIOR ELEVATIONS - SERVICE Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1/2" = 1'-0"1 SERVICE ELEVATION A 1/2" = 1'-0"3 SERVICE ELEVATION C 1/2" = 1'-0"2 SERVICE ELEVATION B REVISIONS NO. DATE DESCRIPTION 3'-0" DECK OVEN COMBI OVEN 36'' GRIDDLE 4 BURNER GAS RANGE 36'' X 24'' WT 72'' X 36'' WT (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS WASHABLE FRP PANELSTAINLESS STEEL (E) TYPE-1 HOOD 6" (E) 48'' ICE MACHINE (E) HAND SINK (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS WASHABLE FRP PANEL RETARDER PROOFER RETARDER PROOFER 36'' X 84'' S.S. WT DECK OVEN (E) TYPE-1 HOOD 3' - 6 " 2' - 0 " (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS WASHABLE FRP PANEL 36'' X 84'' S.S. WT WATER FILTER SYSTEM FOR FRONT KITCHEN DECK OVEN (E) TYPE-1 HOOD PREP SINK FILTERED WATER FAUCET (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS (E) 3 COMP SINK 20QT PLANETARY MIXER 25QT DOUGH MIXER 50QT DOUGH MIXER 72'' X 36'' WT WASHABLE FRP PANEL 6'' MIN. HIGH SPLASH WATER FILTER SYSTEM 6'' MIN. HIGH SPLASH 2" MIN. SPACING 2" 2" 2" MIN. SPACING 4" M I N . C U R B O R 6 ' ' L E G MIXING FAUCET W/ HOSE NOTE: Minimum Requirements for In-Place Manual Cleaning: 1. Hot (minimum 120 °F) and cold water dispensed from a mixing faucet. 2. Hoses must be food-grade and equipped with a backflow prevention device. Hose reels or similar facilities will be required to maintain the hoses off the floor; however, these facilities may not be installed above food, equipment, utensils, single-use articles, storage, and food preparation areas. 3. Wastewater must be drained by indirect connection to an approved sewer line. (i.e., trench drain). WATER FILTER SYSTEM FOR PROOFERS FRIDGE (E) TYPE-1 HOOD (E) CHEM. SHELF & MOP RACK (E) MOP SINK (E) WATER HEATER FREEZER (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS WASHABLE FRP PANEL EL E V A T E D O N 4 ' ' M I N . H I G H C O N T I N U O U S L Y C O V E D B A S E O R C O N C R E T E C U R B . DOUGH SHEETER STAINLESS STEEL WASHABLE FRP PANEL (E) QUARRY TILE COVE BASE WITH 3/8" RADIUS RETARDER PROOFER RETARDER PROOFER 36'' GRIDDLE (E) TYPE-1 HOOD JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 4.02 INTERIOR ELEVATIONS - BACK KITCHEN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 1/2" = 1'-0"3 BACK KITCHEN ELEVATION C 1/2" = 1'-0"2 BACK KITCHEN ELEVATION B 1/2" = 1'-0"1 BACK KITCHEN ELEVATION A 1/2" = 1'-0"4 BACK KITCHEN ELEVATION D 1/2" = 1'-0"5 BACK KITCHEN ELEVATION E 1/2" = 1'-0"6 BACK KITCHEN ELEVATION F REVISIONS NO. DATE DESCRIPTION 3 03/30/2026 Health 2nd PC 3 3 3 3 1.TYP. PARTITION BASE ATTACHMENT 5. TYP. LOW WALL4. SNEEZE GUARD DETAIL 2. TILE BASE DETAIL 6. TYP. INT. PARTITION WALL FRAMING7. TYP. SUSPENDED CEILING DETAIL TOP TRACK: 20 GA. 3-5/8'' X 1-3/8'' METAL STUDS @16'' O.C. (TYP) "CEMCO" (ICC ESR-3064P) 20 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN A 5.01 DETAILS Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707 Project Number 03/19/2026 COUNTERTOP 2 2 2 REVISIONS NO. DATE DESCRIPTION 2 03/04/2026 BLDG 1st PC PER TABLE 2304.10.2 OF 2022 CBC 1.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL GRADES, DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. CROSS CHECK ALL DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND CIVIL DRAWINGS AND NOTIFY THE ENGINEER AND THE ARCHITECT/DESIGNER OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 2.EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN IN THE PLANS OR SPECIFICATIONS, ALL PHASES OF WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE CBC 2022 (2021 IBC WITH CALIFORNIA AMENDMENTS), AS WELL AS ALL APPLICABLE STATE AND LOCAL ORDINANCES AS ADOPTED BY THE CONTROLLING JURISDICTION. 3.THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN THE COMPLETED FORM. GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT ARE NOT LIMITED TO; BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, AND SHORING FOR THE STRUCTURE. 4.IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS AND/OR DETAILS. ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING. ANY WORK INSTALLED PRIOR TO AND/OR IN CONFLICT WITH SUCH CLARIFICATION SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER. 5.THE PRECISE DIMENSIONS AND LOCATIONS OF ALL DOOR AND WINDOW OPENINGS, INTERIOR AND EXTERIOR WALLS SHALL BE DETERMINED FROM THE ARCHITECTURAL DRAWINGS. OTHER FLOOR, WALL AND ROOF OPENINGS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND/OR SIMILAR REQUIREMENTS SHALL BE VERIFIED FROM SHOP DRAWINGS, EQUIPMENT DATA, ETC. AS REQUIRED. 6.FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREAS, AND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR CIVIL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. 7.THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND COORDINATION WITH ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER DRAWINGS, AND ALL OTHER RELATED DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF THE SUBTRADES. 8.IN ALL CASES WHERE A CONFLICT MAY OCCUR SUCH AS BETWEEN ITEMS INCLUDED IN THE SPECIFICATIONS AND NOTES ON THE DRAWINGS, OR BETWEEN GENERAL NOTES AND SPECIFIC DETAILS, THE ENGINEER SHALL BE NOTIFIED AND HE WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS. 9.ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS ALTERNATES ARE APPROVED IN WRITING BY THE ARCHITECT, OWNER AND STRUCTURAL ENGINEER OF RECORD. 10.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFICATION. 11.WHERE A DETAIL, SECTION OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION. 12.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF THE DISCIPLINES WHO MAKE THESE ATTACHMENTS. REVIEW AND COORDINATE ALL THE REQUIREMENTS IN THE ARCHITECTS PROJECT SPECIFICATION AS APPLICABLE. 13.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER INDICATED ON THE CONTRACT DRAWING OR NOT, AND TO PROTECT THEM FROM DAMAGE. REPAIR AND REPLACEMENT OF SAID WORK SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 14.VIBRATIONAL EFFECTS OF MECHANICAL AND/OR ANY OTHER EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 15.UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE TO THE TOP OF BEAMS AND FOUNDATIONS. BEAMS DENOTED AS "DROP"OR "DR" HAVE THE TOP OF BEAM AT THE HEIGHT OF THE TOP PLATE. BEAMS DENOTED AS "FLUSH" OR "FL" HAVE THE BOTTOM OF BEAM AT THE HEIGHT OF THE TOP PLATE, U.N.O. GENERAL 1.ALL FRAMING SHALL CONFORM TO THE GRADES AS SET BY THE W.C.L.I.B. OR W.W.P.A. AND THE CBC AND NATIONAL DESIGN SPECIFICATION (N.D.S.). ALL LUMBER SHALL BEAR THE GRADE STAMP OF AN APPROVED TESTING AGENCY, EXCEPT EXPOSED LUMBER AT VISIBLE AREAS. 2.ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR, COAST REGION, GRADED IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. ALL LUMBER SHALL HAVE LESS THAN 19% MOISTURE CONTENT. 3.UNLESS NOTED OTHERWISE, THE MINIMUM GRADE SHALL BE AS FOLLOWS: ·HORIZONTAL FRAMING MEMBERS (JOISTS AND BEAMS) 2X D.F. #2 4X10 OR SMALLER D.F. #2 4X12 OR LARGER D.F. #1 6X D.F. #1 8X D.F. #1 ·VERTICAL FRAMING MEMBERS (STUDS AND POSTS) 2X4 STANDARD OR STUD GRADE 2X6 D.F. #2 4X4, 4X6 D.F. #2 6X6 OR LARGER D.F. #1 ·MISCELLANEOUS SILL PLATE P.T.D.F. STANDARD GRADE 2X TOP PLATE/SOLE PLATE D.F. STANDARD GRADE SHEAR BLOCKING D.F. STANDARD GRADE NON-STRUCTURAL BLOCKING AND BRIDGING UTILITY 4.ALL SILL PLATES BEARING ON MASONRY OR CONCRETE FOUNDATION WALL OR SLAB ON GRADE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH CBC 2022 2303.1.9. MINIMUM TWO BOLTS PER PLATE WITH AT LEAST ONE BOLT BETWEEN 5-12 INCHES OF PLATE ENDS. 5.BOLTS SHALL CONFORM TO ASTM A-307. ALL BOLTS THROUGH WOOD SHALL HAVE SQUARE PLATE PER WASHER SCHEDULE BETWEEN BOLT HEADS / NUTS AND WOOD BEARING SURFACE. BOLT HOLES SHALL BE BORED 1/32" TO 1/16" LARGER THAN THE BOLT DIAMETER ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO BUILDING WRAP AND DRYWALL INSTALLATION. 6.LAG SCREWS SHALL CONFORM TO A.N.S.I. B.18 7.PROVIDE 0.058" X 1.1/2" WIDE STEEL TIE STRAPS WITH 6-16d NAILS AT EACH SIDE WHERE PLATES ARE INTERRUPTED BY UTILITY PENETRATIONS AT NON-SHEAR WALLS. IF PENETRATION OCCURS AT SHEAR WALLS, NOTIFY THE ENGINEER PRIOR TO STARTING WORK. 8.WALL FRAMING TO BE 2X STUDS AT 16" O.C. ON EXTERIOR WALLS AND 2X STUDS AT 16" O.C. ON INTERIOR WALLS. PROVIDE DOUBLE TOP PLATE ON ALL WALLS THE MAXIMUM STUD HEIGHT FOR 2X4 EXTERIOR WALL IS 10'. THE MAXIMUM 2X4 INTERIOR WALL HEIGHT IS 14'. THE MAXIMUM NON-BEARING STUD HEIGHT FOR 2X6 STUDS IS 20' U.N.O. ON PLANS. 9.FOR PORTIONS OF BUILDING FRAMED PER CONVENTIONAL FRAMING PROVISIONS IN THE CBC PROVIDE PLYWOOD/OSB PANELS WALL SHEATHING WITH 10D NAIL 6" O.C. AT EDGES AND 12" O.C. AT FIELD 10.PROVIDE SINGLE JOIST UNDER NON-BEARING PARTITION PARALLEL TO JOIST. PROVIDE MINIMUM OF TWO FLOOR JOISTS BELOW BEARING WALLS U.N.O. ON PLAN. 11.ROOF SHEATHING SHALL BE INSPECTED PRIOR TO PLACING INSULATION AND ROOFING. 12.ALL STRUCTURAL SHEATHING SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE APA - THE ENGINEERED WOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PRODUCTS STANDARD PS 1-95, PS2-9, OR PRP-108. ALL SHEATHING WHICH HAS ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. SHEATHING LESS THAN 24 INCHES IN ANY DIMENSION SHALL NOT BE USED IN SHEAR WALLS, FLOOR, OR ROOF DIAPHRAGM. WOOD FRAMING NAILING SCHEDULE A.B.ANCHOR BOLT ABV.ABOVE BAR.REINF. BAR BD.BOARD BLK'G. BLOCKING BLW.BELOW BM.BEAM B.N.BOUNDARY NAIL B.O.B BOTTOM OF BEAM B.W.BOTH WAYS CANT.X.CANTILEVER CJ.CEILING JOIST COL.COLUMN CONC.CONCRETE CONT.CONTINUOUS DBL.DOUBLE D.F.DOUGLAS FIR DIA.DIAMETER (E)EXISTING E.W.EACH WAY E.J.EXPANSION JOINT E.N.EDGE NAIL E.Q.EQUAL F.G.FINISH GRADE F.J.FLOOR JOIST FL.FLUSH F.N.FIELD NAIL F.O.C.FACE OF CONCRETE F.O.M.FACE OF MASONRY F.O.S. FACE OF STUDS GA. GAUGE GALV. GALVANIZED GLB. GLUE-LAMINATED BEAM GR.BM. GRADE BEAM GWB. GYPSUM WALLBOARD HI. HIGH HDR. HEADER HFX HARDY FRAME HORIZ. HORIZONTAL K.P. KING POST LT.WT. LIGHT WEIGHT L.V.L. LAMINATED VENEER LUMBER MAS. MASONRY M.B. MACHINE BOLT (N) NEW N.G. NATURAL GRADE O/C ON CENTER P.J. POUR JOINT PSL. PARALLAM BEAM PLWD. PLYWOOD P.T. PRESSURE TREATED REINF. REINFORCING REQ'D REQUIRED RR. ROOF RAFTER T.O.B TOP OF BEAM UNO. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD ABBREVIATIONS DESIGN LOAD ( VERTICAL) DEAD LOAD LIVE LOAD ROOF LIVE LOAD SNOW LOAD CEILING 5 10 -- EXTERIOR WALL 15 --- INTERIOR WALL 10 --- SHEET INDEX NO.SHEET NUMBER SHEET TITLE 1 S-0 GENERAL NOTES & STRUCTURAL SPECS. 2 S-1 FRAMING PLAN 10.PROVIDE MINIMUM YIELD STRESS, FY , OF 50 KSI FOR 16 GAUGE (54 MIL) AND THICKER AND 33 KSI FOR 18 GAUGE (43 MIL) AND THINNER. 11.COLD-FORMED STEEL JOISTS SHALL HAVE PUNCHED ENLARGED SERVICE HOLES WITH STIFFENED FLANGES. 12.EXTERIOR WALL STUDS SHALL BE 362S200-43 @24" O.C. AND SATISFYING THE REQUIREMENTS OF LOAD BEARING STUD WALLS PER TABLE OF NOTE 13 BELOW (WHICHEVER IS GREATER).UNLESS NOTED OTHERWISE ON PLANS. WALLS SHALL BE PROVIDED WITH MANUFACTURER'S STANDARD BRIDGING ( EITHER WELDED 2 1/2"X18 GAUGE STUD OR CLIPPED COLD-ROLLED CHANNEL 1 1/2"X16" GAUGE). PROVIDE BRIDGING AT 4'-0" O.C. MAXIMUM FOR LOAD BEARING WALLS AND EXTERIOR WALLS. 13. EXCEPTION: WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDE OF WALL STUDS, BRIDGING IS ALLOWED TO BE OMITTED SHOP DRAWINGS: WHERE IS PROPOSED TO DIFFER FROM DETAILS SHOWN, SUBMIT SHOP DRAWINGS. SHOW METHOD OF STUD ATTACHMENT TO FLOOR AND CEILING TRACKS, ATTACHMENT OF TRACKS, CONSTRUCTION OVER AND AROUND DOORS AND OTHER OPENINGS, AT CORNERS, CEILING DETAILS, AND OTHER SIGNIFICANT FEATURES. FRAMING AT DOOR JAMBS AND OPENINGS: PROVIDE SINGLE 18 GAUGE STUD OR DOUBLE 20 GAUGE STUDS AT DOOR JAMBS AND CASED OPENINGS, AND OTHER LOCATIONS INDICATED. CROSS-BRACING: UNLESS INDICATED ON DRAWINGS, CROSS-BRACING AT DOUBLE STUD WALLS AND PARTITION SHALL NOT BE USED TO LIMIT DEFLECTION UNLESS ACOUSTICAL PERFORMANCE OF WALL OR PARTITION IS NOT DEGRADED. TRACKS, SILLS AND HEADERS: UNPUNCHED CHANNELS SIZED FOR STUD FLANGES, GAUGE THE SAME AS STUDS UNLESS OTHERWISE NOTED. SLOTTED HEAD TRACKS AT STUDS TO STRUCTURE ABOVE. METAL FRAMING FINISH: ALUMINUM-ZINC CORROSION RESISTANT COATING, ASTM A792 OR HOT DIPPED GALVANIZED ASTM A525 G60. SCREWS: AS RECOMMENDED OR REQUIRED BY MANUFACTURER, SELF-FILLING, SELF-TAPPING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER'S PROPRIETARY TYPE " SSCJ" C-SHAPED STEEL JOISTS OF THE SIZE INDICATED ON WITH EXTRA-LARGE TRAPEZOID-SHAPED SERVICE HOLES WITH FY=33 KSI FOR 18 GAUGE AND 50 KSI FOR 16, 14 AND 12 GAUGE. PROVIDE JOIST BRIDGING/BLOCKING @ 8'-0" O.C. MAXIMUM. STUDS AND JOISTS INSTALLATION: INSTALL STUDS AND JOISTS AT 24 INCHES ON CENTER TYPICALLY, UNLESS OTHERWISE INDICATED. DO NOT SPLICE STUDS AND JOISTS. PROVIDE STUDS NOT MORE THAN 2 INCHES FROM EACH CORNER OF WALL OR ABUTTING CONSTRUCTION. SECURE STUDS TO TOP AND BOTTOM TRACKS WITH 2-#10 SCREWS PER LOCATION. BACKING PLATES: 16 GAUGE GALVANIZED SHEET METAL COVERING FULL WIDTH OF STUD SPACING BY 4 INCH WIDE MINIMUM. INSTALL STUD TRACK OR SHEET METAL BACKING AS INDICATED AND AS NECESSARY TO SUPPORT ALL PRODUCTS ATTACHED TO WALL OR CEILING AFTER COMPLETION OF FINISH SURFACE, INCLUDING TOILET AND BATH ACCESSORIES, PLUMBING AND ELECTRICAL FIXTURE, ELECTRICAL PANELS, TOILET PARTITIONS, CASEWORK, HARDWARE, HANDRAILS AND TRIM. TRACK INSTALLATION: PLACE AND ALIGN TRACKS IN CONFIGURATIONS SHOWN. SECURE TOP, BOTTOM AND SIDE TRACKS AT MAXIMUM 24 INCHES ON CENTER TO STRUCTURE USING FASTENERS AS DETAILED. PROVIDE FOR DEFLECTION AT TOP TRACK OF PARTITION FRAMING ABUTTING STEEL FLOOR OR ROOF DECK, AS INDICATED ON THE DRAWINGS. COORDINATION: COORDINATE ERECTION OF STUDS AND JOISTS WITH INSTALLATION OF SERVICE UTILITIES TO MINIMIZE DISCONTINUITY IN FARMING. ALIGN STUD WEB OPENINGS. COORDINATE WITH INSTALLATION OF BUCKS, ANCHORS, BACKING, BLOCKING, PLUMBING, MECHANICAL AND ELECTRICAL COMPONENTS TO PROVIDE NECESSARY CLEARANCES AND SUPPORTS. COORDINATE WITH REQUIREMENTS FOR DOOR AND WINDOW FRAME SUPPORTS AND ATTACHMENTS. CLEARANCES: MAINTAIN CLEARANCE UNDER BUILDING STRUCTURAL MEMBERS TO AVOID DEFLECTION TRANSFER TO NON-LOAD BEARING FRAMING. OPENINGS AND RECESSES: PROVIDE FRAMED OPENINGS FOR ALL RECESSED AND BUILT-IN COMPONENTS. COORDINATE INSTALLATION OF FRAMING WITH REQUIREMENTS FOR DOOR AND WINDOW FRAME SUPPORTS AND ATTACHMENTS. BRACING INSTALLATION: INSTALL BRACING AT STUDS AND JOISTS TO MAKE RIGID. INSTALL INTERLOCKING BRIDGING MEMBER THROUGH STUD WEB OPENINGS AT STUDS 7-1/2 FEET IN LENGTH OR GREATER. H. COLD FORMED METAL FRAMING GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 15. 16. 14. 1.ALL COLD-FORMED METAL FRAMING SHALL CONFIRM TO AISI STANDARD S240-20 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS''. 2.SHALL MEET ALL THE REQUIREMENT AISI 2022 LATEST EDITION. 3.CONTRACTOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY CONTROL OVER ALL FABRICATION AND ERECTION COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERMENT AGENCIES HAVING JURISDICTION. 4.PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT 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. 5.FASTENING OF COMPONENTS SHALL BE WITH ICC APPROVED 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 ZIN-RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. 6.UNIFORM AND LEVEL JOIST BEARING SHALL BE PROVIDES AT FOUNDATION WALLS BY MEANS OF SHIMS AND/OR NON-SETTING GROUT. 7.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL'', LATEST EDITION. 8.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN FULL COMPLIANCE WITH AWS D1.3 9.UNLESS NOTED OTHERWISE ON THE DRAWINGS, SCREWS SHALL BE #10-16 SELF DRILLING, SELF TAPPING HEX HEAD SCREWS WITH HEAD DIAMETER OF 0.333 IN. ALL WALL STUD FRAMING SHALL SATISFY THE REQUIREMENTS OF TABLE BELOW (U.N.O.). PROVIDE BRIDGING AT 4'-0" O.C. MAXIMUM FOR LOAD BEARING WALLS. WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDE OF WALL STUDS, BRIDGING IS ALLOWED TO BE OMITTED. (inches) 24362S200-43 24 (feet) 9.5 (inches) 24 (feet) 16'-0" (inches)(inches) -- 362S200-43 16 1614 2416'-0"16 17. IN-LINE FRAMING: EACH JOIST, RAFTER, TRUSS, AND STRUCTURAL WALL STUD (ABOVE OR BENEATH) SHALL BE ALIGNED VERTICALLY ACCORDING TO LIMIT OF AISI-S200 (SEE 2/SD2 FOR LIMITS). THE ALIGNMENT TOLERANCE IS NOT REQUIRED WHERE LOAD DISTRIBUTION MEMEBER IS SPECIFIED IN PLAN DRAWINGS OR DETAILS. MAXIMUM SPACING WHEN SUPPORTING NON-BEARING WALLS BEARING WALLS MAXIMUM SPACING STUD SIZE STUD HEIGHT ROOF & CL'G ONLY ONE FLOOR ROOF & CL'G TWO FLOOR ROOF & CL'G STUD HEIGHT COLD FORMED METAL FRAMING PROJECT DESIGN CRITERIA BUILDING CODE 2022 CBC OCCUPANCY CATEGORY II GEOTECHNICAL PARAMETERS GEOTECHNICAL ENGINIEER CHAPTER 18 MIN. GEOTECHNICAL COMPANY'S ADDRESS N/A GEOTECHNICAL COMPANY'S TELEPHONE NUMBER N/A REPORT NUMBER N/A DATE N/A ALLOWABLE SOIL BEARING PRESSURE 1500 PSF COEFFICIENT OF FRICTION 0.3 LATERAL DESIGN PARAMETERS SEISMIC DESIGN PARAMETERS (EQV. LATERAL FORCE PROCEDURE) SEISMIC DESIGN CATEGORY D SEISMIC IMPORTANCE FACTOR, Ie 1 SITE CLASS D- DEFAULT SHORT PERIOD SPECTRAL ACCELERATION, Ss 1.272 1ST PERIOD SPECTRAL ACCELERATION, S1 0.456 SHORT PERIOD ACCELERATION PARAMETER, SDS 1.017 1 SECOND ACCELERATION PARAMETER, SD1 0.561 LATERAL FORCE RESISTING SYSTEM RESPONSE MODIFICATION FACTOR, R 1.5 SEISMIC RESPONSE COEFFIECIENT, Cs 0.678 DESIGN BASE SHEAR V = 0.7CsW 0.475W WIND DESIGN PARAMETERS (ASCE 7-16, METHOD 2) EXPOSURE CATEGORY C DESIGN WIND SPEED 95 PMH WIND IMPORTANCE FACTOR, Iw 1.0 DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER SPACING & LOCATION 1. Blocking between ceiling joists, rafters or trusses to top plate or other framing below ROOF 3-8d common (2 1/2"x0.131"); or 3-10d box (3″ x 0.128″); or 3-3″ × 0.131″ nails; Each end, toenail 2-8d common (2 1/2" x 0.131")Blocking between rafters or truss to rafter or truss 2-3″ × 0.131″ nails 2-16 d common (3 1/2" x 0.162") 3-3″ × 0.131″ nails not at the wall top plate, Each end, toenail Each end 16d common (3 1/2"x0.162") @6"o.c.Flat blocking to truss and web filler 3″ × 0.131″ nails @ 6″ o.c. Face nail 2. Ceiling joists to top plate 3-8d common (2 1/2"x0.131"); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; Each joist, toenail 3. Ceiling joist not attached to parallel rafter, lap over partitions (no thrust) (see Section R802.5.2, 3-16d common (3 1/2"x0.162"); or 4-10d box (3″ x 0.128″); or 4-3″ × 0.131" nails; Face nail Table R802.5.2.(1)) 4. Ceiling joist attached to parallel (see Section R802.5.2, Per Table R802.5.2.(1)Face nailrafter (heel joint) Table R802.5.2.(1)) 5. Collar tie to rafter 3-10d common (3″ x 0.148″); or 4-10d box (3″ x 0.128″); or 4-3″ × 0.131″ nails; Face nail 6. Rafter or roof truss to top plate 3-10 common (3″ x 0.148″); or 3-16d box (3 1/2" x 0.135"); or 4-10d box (3" x 0.128″); or 4-3″ × 0.131 nails; Toenail i 7. Roof rafters to ridge valley or hip 3-10d common (3 1/2"x0.148"); or 4-16d box (3 1/2"x0.135"); or 4-10d box (3″ x 0.128″); or 4-3″ × 0.131″ nails; Toenail 2-16d common (3 1/2"x0.162"); or 3-10d box (3″ x 0.128″); or 3-3″ × 0.131″ nails; End nail rafters; or roof rafter to 2-inch ridge beam 16d common (3 1 8. Stud to stud 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; 24″ o.c. face nail 16″ o.c. face nail /2″ × 0.162″); (not at braced wall panels) 9. Stud to stud and abutting studs (at braced wall panels) 16d common (3 1/2"x0.162"); 16d box (3 1/2"x0.135"); 3″ × 0.131″ nails; 16″ o.c. face nail 12″ o.c. face nail 12″ o.c. face nail at intersecting wall corners 10. Built-up header (2″ to 2″ header 16d common (3 1/2"x0.162"); 16d box (3 1/2"x0.135") 16″ o.c. ea. edge, face nail 12″ o.c. ea. edge, face nail 11. Continuous header to stud 4-8d common (2 1/2"x0.131") ; or 4-10d box (3″ × 0.128″) Toenail 12. Adjacent full-height stud to end 4-16d box (31/2"x 0.135"); or 3-16d common (31/2" x 0.162"); or End nail 16d common (31/2" × 0.162")13. Top plate to top plate 15. Bottom plate to joist, rim joist, (not at braced wall panels) 16. Bottom plate to joist, rim joist, wall panels 16d common (3 1/2″ × 0.162″); 16d box (3 1/2″ × 0.135″); or 3″ × 0.131″ nails; 2-16d common (3 1/2″ × 0.162″); or 3-16d box (3 1/2″ × 0.135″); or 12" o.c. face nail 4-3″ × 0.131″ nails; 4-8d box (21/2" × 0.113"); or 17. Top or bottom plate to stud 3-16d box (31/2" × 0.135"); or 4-8d common (21/2" × 0.131"); or 2-16d common (3 1/2″ × 0.162″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; 2-16d common (3 1/2″ × 0.162″); or18. Top plates, laps at corners 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; Toenail End nail Face nail 16" o.c. face nail 16" o.c. face nail band joist or blocking band joist or blocking at braced and intersections WALL 2-8d common (2 1/2″ × 0.131″); or 19. 1″ brace to each stud and plate 20. 1″ × 6″ sheathing to each bearing 21. 1″ × 8″ and wider sheathing 2-10d box (3″ × 0.128″); or 2 staples 1 3/4" 2-8d common (2 1/2″ × 0.131″); or 2-10d box (3″ × 0.128″) 4-8d box (21/2" × 0.113"); or 3-8d common (21/2" × 0.131"); or Face nail Face nail Face nail to each bearing Edges (inches) Intermediate supports (inches) 31.3/8″ - 1/2" 6d common or deformed (2″x0.113″x 0.266" head)(subfloor and wall) 8d common (21/2" × 0.131") nail RSRS-01 (2 3/8" × 0.113") nail (roof) 2 3/8″ x0.113″ x 0.266" head nail 6 6 6 6 (roof) 32. 19/32" - 3/4" 33. 7/8"- 1 1/4" 8d common (2 1/2″ × 0.131″) nail (subfloor, wall) 10d common (3″ × 0.148″); or deformed nail 34. 1/2″ structural cellulosic 1 1/2" × 0.120" galvanized roofing 1 1/4" long 16 ga. staple with 7/16" 6 6 12 12 3 6 3 6 OTHER EXTERIOR WALL SHEATING WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING Deformed (2"× 0.113") or Deformed (2" × 0.120") nail; or 6 12 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATING TO FRAMING AND PARTICLEBOARD WALL SHEATING TO FRAMING FLOOR 3-8d common (21/2" × 0.131"); or 22. Joist to sill, top plate, or girder 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; Toenail 8d common (2 1/2″ × 0.131″); or 23. Rim joist, band joist, or blocking below 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; 6" o.c., toenail to top plate, sill or other framing 25. 2″ subfloor to joist or girder 26. 2" planks (plank & beam-floor 2-16d common (3 1/2″ × 0.162″) 2-16d common (3 1/2″ × 0.162″) Blind and face nail Each bearing, face nail & roof) 20d common (4″ × 0.192″) 28. Built-up girders and beams, 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; Nail each layer as follows: 32" o.c. at top and bottom 24" o.c., face nail at top and bottom staggered on and staggered. on opposite sides And: 2-20d common (4″ × 0.192″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; Ends and at each splice, face nail 2″ lumber layers 3-16d common (3 1/2″ × 0.162″); or29. Ledger strip supporting joists 4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; Each joist or rafter, face nail or rafters 2-8d common (2 1/2″ × 0.131″); or 30. Bridging or blocking to joist,2-10d box (3″ × 0.128″); or 2-3″ × 0.131″ nails; Each end, toenail rafter or truss 4-8d box (2 1/2"x0.113"); or 4-8d box (2 1/2"x0.113"); or 3-16d box (31/2" x 0.135"); or with 1/2" spacer)) 5-8d box (21/2" x 0.113"); or of header 4-10d box (3" x 0.128"); or 4-3" × 0.131" nails 8-16d common (3 1/2"x0.162"); or14. Double top plate splice 12-10d box (3″ × 0.128″); or 12-3″ × 0.131″ nails; Each side of end joint, face nail (min. 24" lap splice length each side of end joint) 12-16d box (31/2" × 0.135"); or 10d box (3" × 0.128"); or 3" × 0.131" nails 16" o.c. face nail 12" o.c. face nail 3-16d box (31/2" × 0.135"); or 4-10d box (3" × 0.128"); or 4-3" × 0.131" nails 3-8d box (21/2" × 0.113"); or 2 staples, 1" crown,16 ga.,13/4" long 3-8d box (21/2" × 0.113"); or Wider than 1" × 8" 3-10d box (3" × 0.128"); or 4 staples,1" crown, 16 ga.,13/4" long 4-8d box (21/2" × 0.113"); or 8d box (21/2" × 0.113") 4" o.c., toenail 24. 1"x6" subfloor or less to each joist 3-8d box (21/2" × 0.113"); or 2-8d common (21/2" × 0.131"); or 3-10d box (3" × 0.128"); or 2 staples,1" crown, 16 ga.,13/4" long Face nail 3-16d box (31/2" × 0.135"); or 3-16d box (31/2" × 0.135"); or 27. Band or rim joist to joist 4-10 box (3" × 0.128"); or 3-16d common (31/2" × 0.162"); or 4-3" × 0.131" nails; or 4-3" × 14 ga. staples, 7/16" crown End nail 4-16d box (31/2" × 0.135"); or f 6f 6f (subfloor, wall)i 6 6f b 8d common (2 1/2″ × 0.131″) nail (roof); or, RSRS-01 (2 3/8" × 0.113") nail (roof) b 6 6f Deformed 23/8" × 0.113" × 0.266" head (wall or subfloor) 6 12 (21/2" × 0.131 × 0.281" head) g a, b, c fiberboard sheathing 1" crown nail,7/16" head diameter; or 35. 25/32″ structural cellulosic fiberboard sheathing 1 3/4" × 0.120" galvanized roofing 1 1/4" long 16 ga. staple with 7/16" 1" crown nail,7/16" head diameter; or 7 7 36. 1/2" gypsum sheathing 1 1/2" × 0.120" galvanized roofing 1 1/4" long 16 ga; staple galvanized, 1 1/2" long; nail,7/16" head diameter; or 7 7 37. 5/8" gypsum sheathing d d 7/16" or 1" crown or 11/4" screws, Type W or S 1 3/4" × 0.120" galvanized roofing 1 1/4" long 16 ga; staple galvanized, 1 1/2" long; nail,7/16" head diameter; or 7/16" or 1" crown or 11/4" screws, Type W or S 38. 3/4" and less 8d common (21/2" × 0.131") nail 8d common (21/2" × 0.131") nail; or Deformed (2" × 0.113"); or 6 1239. 7/8" - 1" Deformed (21/2" × 0.120") nail 10d common (3" × 0.148" ) nail; or Deformed (2" × 0.113");or 6 1240. 1 1/8" - 1 1/4" Deformed (21/2" × 0.120") nail a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections are carbon steel and shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. Connections using nails and staples of other materials, such as stainless steel, shall be designed by accepted engineering practice or approved under Section R104.11. b. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with ASTM C1280 or GA 253. Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. BLKG WHERE REQ'D. BOUNDARY NAILING 6" O.C. U.N.O. (B.N.) FIELD NAILING 12" O.C. U.N.O.) 2ND ROW PLYWD. SHEET STAGGERED BOUNDARY NAILING (B.N.) PLYWD. PANEL LAY PERP. TO ROOF FRAMING BLDG. EXT. WALLS ROOF FRAMING (TRUSS/JOIST/RAFTER) EDGE NAILING (6" O.C. U.N.O.) (E.N.) SHEATHING NAILING ROOF - 15/32 INCH A.P.A. RATED SHEATHING (EXP. 1, 32 / 16)8d's @ 6" O.C. E.N. 8d's @ 12" O.C. F.N.- 15/32 INCH OSB PANEL, PANEL EDGE CLIP, 32/16 SPAN RATING FLOOR - 23/32 INCH APA RATED STURD-I-FLOOR, EXP. 1, T & G OR PANEL EDGE CLIP, 24" O.C. SPAN RATING 10d's @ 6" O.C. E.N. 10d's @ 12" O.C. F.N. - 19/32 INCH APA RATED STURD-I-FLOOR, EXP. 1, T & G OR PANEL EDGE CLIP, 20" O.C. SPAN RATING - 23/32 INCH OSB WITH PANEL EDGE CLIP, 40/20 SPAN RATING - 19/32 INCH OSB WITH PANEL EDGE CLIP, 32/20 SPAN RATING TYP. ROOF & FLOOR PLYWD. LAYOUT 14. ROOF AND FLOOR SHEATHING, AND SHEAR WALL PANELS, NAILING AND INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING. 15. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUITS, ETC. UNLESS SPECIFICALLY DETAILED ON DRAWINGS. 16. UNLESS NOTED OTHERWISE ON THE PLANS, COMPLY WITH CBC TABLE 2304.10.2 FOR NAILING SCHEDULE. 17. ALL NAILS SHALL BE COMMON NAILS IN COMPLIANCE WITH FEDERAL SPECIFICATIONS FF-N-105B. SINKERS SHALL NOT BE ALLOWED UNLESS SPECIFIED OR APPROVED BY THE ENGINEER. ALL NAILS EXPOSED TO WEATHER, HEAT AND/OR MOISTURE SHALL BE GALVANIZED. 18. ALL WOOD IN CONTACT WITH THE GROUND, MASONRY, OR CONCRETE WITHIN 18" OF THE GROUND SHALL BE PRESSURE TREATED, OR HEART REDWOOD/CEDAR WITH APPROVED RESISTANCE TO DECAY AND ATTACK FROM INSECTS. 19. MINIMUM DIMENSION OF ROOF SHEATHING TO BE 24" PER 2021 SDPWS SECTION 4.2.8 13. ALL STRUCTURAL SHEATHING SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE APA - THE ENGINEERED WOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PRODUCTS STANDARD PS 1-95, PS2-9, OR PRP-108. ALL SHEATHING WHICH HAS ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. SHEATHING LESS THAN 24 INCHES IN ANY DIMENSION SHALL NOT BE USED IN SHEAR WALLS, FLOOR, OR ROOF DIAPHRAGM. - DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE 03/15/2026 26033 J.C. DE Y I C O N S U L T A N T S , I N C 39 4 3 I R V I N E B L V D . # 7 6 5 I R V I N E , C A 9 2 6 0 2 9 4 9 - 6 5 6 - 6 1 3 4 JU N F E I . C H E N @ D E Y I C O N S U L T A N T S . C O M - LY N N K O B A K E R Y 2 H U T T O N C E N T E R D R . S A N T A A N A , C A 9 2 7 0 7 GENERAL NOTES & STRUCTURAL SPEC. S-0 EXP. DATE: 09/30/2026 FRAMING LEGEND FRAMING NOTES INDICATES 2X ROOF RAFTER OR MANUFACTURED TRUSS @ 24" O.C. INDICATES 2X CEILING JOIST INDICATES POST OR TRIMMER BEAM NUMBER "#" PER CALCULATIONS INDICATES 2X FLOOR JOISTS @ 16" O.C. U.N.O. WITH 3/4" THICK FLOOR SHEATHING AS SPECIFIED ON SHEET S0. X HEADER OR DROP BEAM PER PLAN X FLUSH BEAM PER PLAN DETAIL NUMBER DETAIL SHEET NUMBER FJ CJ RR 1.THE SPECIFICATIONS, GENERAL NOTES ON SHEET S-0, GENERAL STRUCTURAL DETAILS ON STRUCTURAL DETAIL SHEETS AND THE FOLLOWING APPLY TO THE WORK OF THE ROOF FRAMING 2.CONTRACTOR SHALL CHECK ROOF FRAMING DIMENSIONS AGAINST THE ARCHITECTURAL PLAN AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY OMISSIONS AND/OR DISCREPENCIES BEFORE STARTING WORK. 3.ALL WALLS ARE TO BE 2x4 STUDS @ 16" O.C. UNLESS OTHERWISE NOTED. 4.SEE ARCHITECTURAL PLANS FOR LOCATIONS OF 2x6 PLUMBING WALLS. 5.BEARING HEADERS SPANNING 8'-0" OR MORE SHALL HAVE AT LEAST 2-2x TRIMMER CONTINUOUS TO THE SOLE PLATE AND 2-2X KING STUDS, U.O.N. ALL SHEAR CONNECTORS AND BLOCKING AT PLATE LEVEL MUST BE INSTALLED 6.PRIOR TO THE INSTALLATION OF ROOF SHEATHING. 7.ROOF SHEATHING SHALL BE AS SPECIFIED ON SHEET S-0. 8.INTERIOR NON-BEARING WALL TOP PLATE SHALL BE 1x4 OVER 2x4. 9.BALLOON FRAME INDICATES WALL CONT. FROM SILL PLATE TO TOP PLATE DIRECTLY BELOW ROOF SHTG. 10.FOR ALL CS COILED STRAPS USE 8d NAILS ON EVERY OTHER NAIL HOLE. 11.TOP PLATES AT ALL FRAMING LEVELS SHOULD BE SPLICED PER DETAIL, U.N.O. ON PLANS. 12.USE SIMPSON LUS HANGER FOR FLOOR JOIST TO FLUSH BEAM CONNECTION U.N.O. 13.USE SIMPSON FULL DEPTH HU-HANGER (MAX - FILL ALL HOLES INCLUDING TRIANGLE HOLES) FOR BEAM TO BEAM CONNECTIONS, U.N.O. NEW CEILING FRAMING EXISTING FRAMING TO REMAIN FRAMING SCHEDULE (E) 362S162-33 CFS CEILING JOISTS @ 16" O.C.C1 1A CONT. 362T125-43 CFS CEILING BEAM , TYP. (E) 2X4 ACT CEILING @ 12'-10" AFF. V.I.F. (E) W.I.C. CEILING @ 8'-6" (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) DRYWALL CEILING @ 7'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-6" AFF. V.I.F. (E) DRYWALL CEILING @ 10'-0" AFF. V.I.F. (E) DRYWALL CEILING @ 8'-11" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-4" AFF. V.I.F. (E) 2X4 ACT CEILING @ 9'-9" AFF. V.I.F. (E) 2X4 ACT CEILING @ 8'-7" AFF. V.I.F. (N) DRYWALL CEILING @ 8'-11" AFF. V.I.F. (E) TYPE-1 HOOD L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L1 L1 L2 L2 L2 L3 L1 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L6 L6 L6 L6 L6 L6 L6 L6 L6L6 L6 L6 (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA 1A 1A 1A 1A 1A 1A PERARCH.PE R AR C H . PERARCH. PE R AR C H . PERARCH. 1A EX I S T I N G R O O F S Y S T E M C1 (B . O . B = 9 ' - 0 " ) C1 (B.O.B=9'-0") C1 (B.O.B=9'-0") 3 S-1 1 S-1 2 S-1 TYP. TYP. TYP. PROPOSED CEILING FRAMING PLAN SCALE 1/4"=1'-0" - DRAWN: DATE: SCALE: JOB NO. REVISIONS AS NOTE 03/15/2026 26033 J.C. DE Y I C O N S U L T A N T S , I N C 39 4 3 I R V I N E B L V D . # 7 6 5 I R V I N E , C A 9 2 6 0 2 9 4 9 - 6 5 6 - 6 1 3 4 JU N F E I . C H E N @ D E Y I C O N S U L T A N T S . C O M - LY N N K O B A K E R Y 2 H U T T O N C E N T E R D R . S A N T A A N A , C A 9 2 7 0 7 FRAMING PLAN S-1 CONNECTION DETAIL CFS STUD WALLS WHERE OCCURS CFS CEILING JOISTS PER PLAN CONT. 362T125-33 CFS TRACK w/ #10 SMS EA. SIDE (2)#10 SELF TAPPING CREWS TO EA. STUD AT STUD WALL CFS CEILING JOISTS PER PLAN CONC. / CMU WALL WHERE OCCURS CONT.362T125-33 TRACK W/ (2) HILTI X-U 0.157"Ø X 1.0" MIN. EMBED. SHOT PIN @ 12" O.C. W/ WASHER (ESR-2269) AT CONC. WALL (2)#10 CREWS EA. SIDE GYP. PER ARCH.GYP. PER ARCH. 1", TYP. 1", TYP. CEILING CONNECTION DETAIL (E) PLY. SHEATHING 362S162-33 BRACING @ 8'-0" O.C, TYP. 362S162-33 CFS STUD WALLS @ 24" O.C. CFS CEILING JOISTS PER PLAN GYP. PER ARCH 7'-0" MAX. CONT. 362T125-43 CFS BOTT. TRACK w/ #10 SMS EA. SIDE STUD (2)#10 SELF TAPPING CREWS, TYP. (3)#10 SELF TAPPING SCREWS, TYP. (3)#10 SELF TAPPING SCREWS, TYP. 1 1 (E) JOISTS WHERE OCCURS (3)#10 SCREWS TO BLK'G (N) 2x BLK'G @ 24" O.C. w/ (4) 16d's NAILS EA. END SOFFIT DETAIL 362S162-33 BRACING @ 48" O.C,TYP.(3)#10 SELF TAPPING SCREWS, TYP. (2)#10 SELF TAPPING CREWS, TYP. CONT. 362T125-43 CFS BOTT. TRACK w/ #10 SMS EA. SIDE STUD (E) CEILING SYSTEM WHERE OCCURS PE R A R C H . GYP. PER ARCH CFS CEILING JOISTS PER PLAN CONT. 20GA TRACK w/ #10 SMS EA. SIDE 362S162-33 CFS STUD WALLS @ 24" O.C. 1 1 CONT. 362T125-33 CFS BOTT. TRACK SEE DETAIL 3/S-1 (N) 2x BLK'G @ 24" O.C. w/ (4) 16d's NAILS EA. END 2 1 3 EXP. DATE: 09/30/2026 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs ELECTRICAL SYMBOL LIST SYMBOL DESCRIPTION SECTION 1. SYMBOLS FOR CONDUITS HOMERUN TO PANEL OR EQUIPMENT AS NOTED CONDUIT RUN CONCEALED IN WALL OR ABOVE FINISHED CEILING OR AS NOTED 3/4"C.-3 #12 3/4"C.-4#12 3/4"C.-5#12 3/4"C.-8#12 3/4"C.-6 #12 3/4"C.-7 #12 BRANCH CIRCUIT, 2#12 IN 1/2" CONDUIT OR AS NOTED OR SYMBOLIZED AS: CONDUIT IN OR UNDER SURFACE AS NOTED, 3/4" MINIMUM SIZE. CIRCUIT CONDUCTORS, OR AS NOTED. CONDUIT RUN WITH EQUIPMENT GROUNDING CONDUCTOR, SAME SIZE AS IG CIRCUIT CONDUCTORS, OR AS NOTED. CONDUIT RUN WITH ISOLATED GROUNDING CONDUCTOR, SAME SIZE AS EM CONDUIT WITH EMERGENCY CIRCUIT X EXISTING CONDUIT TO REMAIN. R EXISTING CONDUIT TO BE REMOVED. SECTION 2. EQUIPMENTS A ELECTRICAL PANELBOARD, FLUSH OR SURFACE MOUNTED AS INDICATED LETTERED BALLOON INDICATES DESIGNATION J JUNCTION BOX, ABOVE CEILING, OR AS REQUIRED TO SUIT THE APPLICATION APPROXIMATE LOCATION OF EXISTING J-BOX IN ACCESSIBLE CEILING SPACEJ WITH 3/4" CONDUIT AND PULL WIRE TO ACCESSIBLE CEILING SPACE. DATA OUTLET IN WALL +18" OR AS NOTED. SINGLE GANG OUTLET BOX COMBINATION TELE/DATA OUTLET BOX, +18" OR AS NOTED. SINGLE GANG OUTLET WITH 3/4" CONDUIT AND PULL WIRE TO ACCESSIBLE CEILING SPACE. WALL MOUNTED 2 HOUR BY PASS TIMER (TORK #A500 SERIES) EXH EXHAUST FAN SWITCH, +48" OR AS NOTED ON MECHANICAL DRAWINGS EXHAUST FAN, F.B.M., WIRED BY ELECTRICAL FUSED DISCONNECT SWITCH, SIZE AND FUSED AS NOTED ON PLAN SINGLE POLE SWITCH, +42" OR AS NOTED D WALL MOUNTED DIMMER, 1000 WATT RATING OR AS NOTED. HEIGHTMOUNTING +42" A.F.F. OR AS NOTED. SECTION 3. RECEPTACLES DUPLEX RECEPTACLE FLUSH IN FLOOR BOX WITH DUPLEX HINGE COVERS DUPLEX RECEPTACLE IN WALL 120V, 20AMPS, +18" A.F.F, 3'' ABOVE COUNTER TWO-GANG DUPLEX RECEPTACLE (QUADPLEX) IN WALL, +18" A.F.F OR AS NOTED GFI GFI DUPLEX RECEPTACLE IN WALL, +42" A.F.F OR AS NOTED DUPLEX RECEPTACLE (20 AMP) +18" OR AS NOTED (ON A SEPARATE CIRCUIT) SPECIAL RECEPTACLE NEMA TYPE AS DESIGNATED, +18" OR AS NOTED FLUSH POKE THRU COMBINATION TELE/DATA AND DUPLEX SECTION 4. SENSORS SECTION 5. MISCELLANEOUS REFERENCE TO PLAN NOTES CONDUIT STUBBED UPUP CONDUIT STUBBED DOWNDN (E)DENOTES EXISTING TO REMAIN (N)DENOTES NEW TO MATCH EXISTING (R)DENOTES EXISTING RELOCATED DEVICE AT NEW LOCATION DEMOLITION NOTES THE DRAWINGS SHOW THE WORK TO BE IN PLACE AT THE COMPLETION OF INSTALLATION. MAKE NECESSARY ALTERNATIONS TO COORDINATE AND CONNECT THE EXISTING ELECTRICAL WORK WITH THE NEW SUCH THAT, WHEN THE WORK IS DONE, THE ENTIRE ELECTRICAL INSTALLATION, EXISTING AND NEW, IS IN COMPLETE OPERATING CONDITION. a) EXISTING MATERIAL TO REMAIN UPON COMPLETION IS INDICATED ON DRAWINGS AS EXISTING. FEEDERS (CONDUIT AND WIRES) ARE EXISTING TO THEIR RESPECTIVE SOURCE. ALTHOUGH NOT INDICATED ON THE DRAWINGS, TEMPORARY REMOVAL OR RE-ROUTE CONDUITS AND REPLACE EXISTING WIRES WITH NEW DURING CONSTRUCTION WORK MAYBE REQUIRED. C) PROVIDE AND INSTALL NEW COVER PLATES FOR ALL REMOVED OUTLETS, SWITCHES, LIGHT FIXTURES, AND OTHER ELECTRICAL DEVICES WHEN THE OUTLET BOX IS TO REMAIN. d) REMOVE ALL EXISTING ABANDONED FEEDERS (CONDUITS AND WIRES) BACK TO PANEL BOARDS. LABEL NEW PANEL DIRECTORY AS "SPARE". e) MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS, EQUIPMENT, ETC., FED BY ABANDONED OUTLET. THEY SHOULD BE IN OPERATION AFTER THE WORK IS DONE. MAINTAINING CONTINUITY SHALL CONSIST OF RE-ROUTING OF CONDUIT AND WIRING, AS REQUIRED TO SUIT THE EXISTING CONDITIONS. f) DASHED J-BOX DENOTES APPROXIMATE LOCATION OF EXISTING BOXES IN ACCESSIBLE CEILING SPACE. ALL CONDUIT SHOWN FROM J-BOX IS NEW UNLESS SHOWN OTHERWISE AS DASHED. REFER TO ELECTRICAL SYMBOL LIST. g) EXISTING LOADS SHOWN ON PANEL SCHEDULES ARE BASED ON ASSUMPTIONS MADE BY FIELD VISIT, ELECTRICAL BILLS OR PUBLIC RESOURCES. NOTIFY ENGINEER IMMEDIATELY IF LOADS EXCEED 16 AMPS ON ANY 20A/1P CIRCUIT. NO EXCEPTION. h) CAREFULLY REVIEW ARCHITECT'S DEMO DRAWINGS FOR LOCATION OF WALLS BEING REMOVED UNDER THIS SCOPE OF THIS WORK AND REMOVE ALL FEEDERS (CONDUITS AND WIRES) BACK TO LAST DEVICE LEFT IN SERVICE. DO NOT LEAVE ABANDONED. i) CAREFULLY REVIEW ARCHITECT'S DEMO DRAWINGS FOR EXISTING FLOOR BOXES BEING REMOVED UNDER THIS SCOPE OF WORK. REMOVE FLOOR BOXES AND ALL FEEDERS (CONDUITS AND WIRES) BACK TO LAST DEVICE LEFT IN SERVICE. DO NOT LEAVE ABANDONED. j) UNLESS SPECIFICALLY NOTED ON THE CONTRARY, ALL EXISTING LIGHTING FIXTURES, SWITCHES, CONTROLS AND OTHER MATERIALS OR EQUIPMENTS WHICH ARE REPLACED BY NEW AND ARE NOT INDICATED TO BE REUSED SHALL BE RETURNED TO THE OWNER OR BE DISPOSED AS DIRECTED BY THE OWNER. b) GENERAL ELECTRICAL NOTES VERIFY IN FIELD. ADJUST THE LOCATIONS OF HOMERUNS AND CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF NEEDED. COMMUNICATE WITH ENGINEER IF DESIGN SHOULD BE ALTERNATED. NO EXCEPTION. a) IF THERE IS ANY DEVIATION FROM THE CIRCUITRY SHOWN, PROVIDE AS-BUILT DRAWINGS INDICATING SUCH. C) AT THE COMPLETION OF CONSTRUCTION WORK, AND PRIOR TO THE FINAL REVIEW BY THE ARCHITECT, PROVIDE PANEL DIRECTORIES IN PANELBOARD FRONTS REFLECTING ALL CHANGES MADE DURING CONSTRUCTION. d) IDENTIFY ANY OBVIOUS EXISTING CODE VIOLATIONS THAT OCCURS AS AN EXISTING CONDITION AND PROVIDE SEPARATE PRICING TO CORRECT THE CONDITION SO THAT IN THE END, THE ENTIRE ELECTRICAL INSTALLATION COMPLIES WITH THE NATIONAL ELECTRICAL CODE AND ALL OTHER LOCAL CODES. b) OR AS NOTED. DUPLEX PLUG RECEPTACLE, 120V, 20A, SHADED SIDE INDICATES "ISOLATED GROUND" TYPE DUPLEX ECEPTACLE. 18''A.F.F, 3'' ABOVE COUNTER OR AS NOTED, DEVICE TO BE "ORANGE" IN COLOR. D WALL MOUNTED DIMMER W/ OCCUPANCY SENSOR, LUTRON MAESTRO OR APPROVED EQUAL, HEIGHTMOUNTING +42" A.F.F. OR AS NOTED. O.S. WALL MOUNTED MOTION SENSOR (THE WATT STOPPER "WA-300"). OR EQUIVALENT. THIS DOCUMENT IS NOT FOR BID OR CONSTRUCTION UNTIL THE PLAN HAS BEEN REVIEWED AND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION AND THE PERMIT IS OBTAINED. NO COMPENSATION WILL BE MADE FOR ADDITIONAL WORK DUE TO THE VIOLATION OF THIS REQUIREMENT. e) JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS CAUTION GMEP ENGINEERS SHALL NOT BE RESPONSIBLE FOR ANY ELECTRICAL CHANGE ORDERS THAT MAY OCCUR SHOULD FINAL BIDS AND/OR CONSTRUCTION BASED ON THESE DOCUMENTS BE STARTED PRIOR TO ELECTRICAL PLAN CHECK APPROVAL. ALL EQUIPMENTS SHALL BE U.L. LISTED AND INSTALLED ACCORDING TO THE LISTING. ALL CONDUCTORS SHALL BE COPPER AS FOLLOWS: #12 AWG AND SMALLER - SOLID, TW #10 AWG AND LARGER - STRANDED, THWN, THHN OR XHHW CONDUCTORS: IMPORTANT BID NOTES: DUE TO THE SMALL SCALE OF DRAWINGS, IT IS NOT ALWAYS POSSIBLE TO SHOW ALL DEVICES WHICH MAYBE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR EXTRA DUE TO CONTRACTOR'S FALIURE TO VISIT THE JOB SITE AND/OR FAILURE TO DETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. a) b)REFER TO COMPLETE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL NOTES, SPECIFICATIONS, DETAILS, CONTROLS, ETC. REPORT TO ARCHITECTURE IMMEDIATELY IF ANY CONFLICTS OCCUR BETWEEN THE DRAWINGS AND INCLUDE ALL COST PER ARCHITECTURE'S CLARIFICATION IN BASE BID. THIS REQUIREMENT WILL BE STRICTLY ENFORCED. NO CHANGE ORDERS WILL BE ALLOWED IF THE CONTRACTOR FAILS TO PERFORM THIS FUNCTION. MOUNTING HEIGHT FOR RECEPTACLES AND CONTROL DEVICES: THE TOP OF SWITCHES SHALL BE INSTALLED NOT LESS THAN 36'' NOR MORE THAN 46'' ABOVE THE FINISH FLOOR. c) THE BOTTOM OF ELECTRICAL AND COMMUNICATION RECEPTACLES INTENDED TO BE USED BY THE OCCUPANT SHALL BE LOCATED NO LESS THAN 15". [ADA ACCESSIBITY GUIDELINES 4.27.3] a) RECEPTACLE OUTLETS SHALL BE LOCATED ABOVE, BUT NOT MORE THAN 20 IN. ABOVE, THE COUNTERTOP. SUGGESTION HEIGHT IS 6'' [NEC 210.52.C(5)] b) d)THERMOSTAT CONTROLS SHALL BE LOCATED NOT LESS THAN 36" NOR MORE THAN 46" ABOVE FINISH FLOOR LINE. ALL WORK TO COMPLY WITH THE 2025 CBC, CPC AND CMC AND THE 2025 CEC (2023 NEC) WITH STATE AND LOCAL AMENDMENTS. ALL CONDUCTORS SIZES ARE BASED ON 75C TEMPERATURE RATING (CEC. 2025 TABLE 310.16) ELECTRICAL GENERAL NOTES E-1.0ALL 15 AND 20 AMPERE, 125 AND 250 VOLT NON-LOCKING TYPE RECEPTACLES IN THE AREAS SPECIFIED PER CODE 406.12 SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. f) SCALE: KEY PLAN NONE E MACARTHUR BLVD MA C A R T H U R P L AREA OF WORK 2 HUTTON CENTRE DR (E)SWITCHGEAR 1200A 120/208V-3 -4W JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS SINGLE LINE DIAGRAM E-1.1 SINGLE-LINE DIAGRAM KEYED NOTES THE EQUIPMENT SHOWN IS EXISTING UNDER A PREVIOUS APPROVED CONSTRUCTION PERMIT, NOT A PART OF THIS SUBMITTAL, UNLESS NOTED AS NEW.1 ALL NEW CIRCUIT BREAKERS, FUSIBLE SWITCHES IN MAINSWITCHBOARD OR PANEL BOARDS SHALL BE SERIES RATED TO MATCH EXISTING AIC RATING OR APPROVED EQUAL OR 65KAIC, UNLESS NOTED OTHERWISE. b) FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS.f) NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. h) MAIN SERVICE WILL NOT ENERGIZED PRIOR TO THE BUILDING INSPECTOR'S RECEIPT OF A THIRD PARTY "NRTL" TESTING LABORATORY PERFORMANCE TEST CERTIFICATION FOR THE SERVICE GROUND FAULT PROTECTION. 2023 NEC 230.95 i) ALL CONDUCTORS SHALL BE COPPER AS FOLLOWS:a) #12 AWG AND SMALLER - SOLID, TW #10 AWG AND LARGER - STRANDED, THWN, THHN OR XHHW ALL CONDUCTORS SIZES ARE BASED ON 75C TEMPERATURE RATING (CEC. 2025 TABLE 310.16) SERIES COMBINATION AIC RATING SHALL NOT BE USED WHEN THE SECONDARY EQUIPMENT IN THE SERIES IS SUBJECTED TO A TOTAL CONNECTED FULL LOAD MOTOR CURRENT OF MORE THAN 1% OF ITS AIC RATING. d) MOTOR CIRCUIT PROTECTORS SHALL NOT BE A PART OF A SERIES COMBINATION INTERRUPTING RATING. c) EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED "CAUTION-SERIES RATED SYSTEM - 65KAMPS AVAILABLE, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED", IN COMPLIANCE WITH 2025 CEC (2023 NEC) SECTION 110-22. END USE EQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES COMBINATION INTERRUPTING RATING AS PER 2025 CEC SECTION 240-83(C). NO EXCEPTION. e) ELECTRICAL EQUIPMENT SHALL BE LISTED BY THE CITY, WHERE THE PROJECT IS LOCATED, RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. g) SINGLE-LINE DIAGRAM GENERAL NOTES ELECTRICAL SINGLE LINE SCALE: NONE CT'S GND BUS (E) GROUND (E) GROUND 1 (E)1200A BUS 1 1 M 1 1 (E) 1 1 EXISTING SERVICE FEEDER (E)DISTRIBUTION SECTION 1200A 120/208V-3 -4W 65 KAIC OR MATCH FAULT CURRENT ON SITE (E)METER&MAIN BREAKER SECTION (E)1200A UNDERGROUND PULL SECTION (E) 1200A 3P 1 1 1 NO WORK 1 CT'S M (E) 1 1 (E) 400A 3P CT'S M (E) 1 (N) 250A 3P PANEL `A' (E) 1 (E ) [ 2 ] 1 - 1 / 2 " C . , 4 # 1 / 0 C U . PL U S 1 # 4 C U . G N D . ~1 6 5 ' ; V D < = 2 % ELECTRICAL WIRING METHODS FOR UNDERGROUND AND EXPOSED UP TO +5'-0'', OR DAMP LOCATION, THE CONDUIT SHALL BE RIGID STEEL GALVANIZED IMC. NO RUNNING THREADS ARE PERMITTED. a) GALVANIZED EMT SHALL BE USED IN DRY CONCEALED LOCATIONS AND EXPOSED ABOVE +5'-0". EMT CONNECTORS SHALL BE WATERTIGHT COMPRESSION TYPE. b) GALVANIZED FLEXIBLE CONDUIT SHALL BE USED ONLY FOR MOTOR AND FIXTURE CONNECTIONS IN LENGTHS NOT TO EXCEED 6'. c) CONDUITS PENETRATING THE ROOF SHALL BE FLASHED AND COUNTER FLASHED.d) PVC SCHEDULE 40 MAY BE USED UNDER FLOOR SLABS OR UNDERGROUND WITH GROUND WIRE. PVC UNDERGROUND TO HAVE 24 INCH COVER. e) SERVICE CONDUITS SHALL BE PVC SCHEDULE 40 OR AS SPECIFIED BY UTILITY COMPANIES. f) INSTALL FITTINGS, SPECIAL DEVICES AND MATERIAL, WHICH MAY BE REQUIRED FOR THE PROPER INSTALLATION OF THE CONDUIT SYSTEM. g) REFER TO NEC 300.5 FOR UNDERGROUND INSTALLATION REQUIREMENTS AND DETAILS; NEC 300.6 FOR CORROSION AND DETERIORATION AREAS. h) PANEL 'B' (E) (E)125A/3P (E ) 2 " C . , 4 # 1 / 0 C U . PL U S 1 # 6 C U . G N D . ~5 ' ; V D < = 2 % 1 1 PANEL DESCRIPTION W VOLT AMPS L T G R E C M I S BKR CKT NO BUS CKT NO BKR M I S R E C L T G VOLT AMPS DESCRIPTION LOCATION MAIN (AMP) BUS RATING FED FROM MOUNTING: V Φ ΦA ΦB ΦC ΦA ΦB ΦC ΦA ΦB ΦC 'A'ELECTRIC ROOM M.L.O. 250A '' 120/208 RECESSED 3 4 (E)WALK-IN COOLER CONDENSER 1675 30 1 ---1675 2 3 (E)WALK-IN COOLER EVAP 270 20-1 5 (E)COOLER/LIGHTS FAN 300 20-1 7 KITCHEN OUTLETS 900 20-1 9 KITCHEN OUTLETS 900 20-1 11 EF-R 50 20-1 13 DINING AREA OUTLETS 540 20-1 15 DINING AREA OUTLETS 1080 20-1 17 #14 VENTLESS COUNTERTOP OVEN 2080 25 19 ---2080 2 21 (E)BAG-IN-BOX 300 20-1 23 #29 2 DOOR REACH IN FREEZER 1040 20-1 25 (E)HEAT LAMP 300 20-1 27 #26 AND #27 OUTLETS 360 20-1 29 #25 COMBI OVEN 960 20-1 31 (E)HEAT LAMP 300 20-1 33 #30 RETARDER PROOFER 2750 30 35 ---2750 2 37 #30 RETARDER PROOFER 2750 30 39 ---2750 2 41 #06 HOT WATER DISPENSER 1850 20-1 (E)HP-72A2430402 ---24304 ---243036 (E)HP-72B2566508 ---256610 ---2566312 (E)SUPPLY FAN (HOOD)50020-114 (E)EXHAUST FAN (HOOD)40020-116 (E)EXHAUST FAN (HOOD)40020-118 #31 REVERSIBLE DOUGH SHEETER5402020 ---54022 ---540324 (E)ROOF OUTLET18020-126 SPARE20-128 (E) #43 AIR CURTAIN59020-130 (E)ROOF OUTLET18020-132 #15 60" DISPLAY FRIDGE87020-134 #28 2 DOOR REACH IN FRIDGE52020-136 #24 DECK OVEN57556038 ---575540 ---5755342 PANEL 'B'937012544 ---932046 ---7730348 1 1 1 2 2 2 4 1 1 1 1 2 3 SUB-TOTAL ΦA ΦB ΦC27539VA26722VA 25003VA=== (EXISTING PANEL) NOTES: 1 DENOTES EXISTING CIRCUIT BREAKER TO REMAIN; ALL OTHERS ARE NEW TO MATCH EXISTING. 2 THE KITCHEN DEMAND FACTOR IS BEING APPLIED TO THE KITCHEN EQUIPMENT (NEC 220.56). 3 THE BREAKER IS THE LARGEST MOTOR LOAD (LML) TAKEN AT 125% OF ITS FULL-LOAD CURRENT RATING (NEC 430.24(1)). 4 THE BREAKER IS A LONG CONTINUOUS LOAD (LCL) TAKEN AT 125% OF ITS CURRENT DRAW (NEC 210.19(A)(1)). 81.3 KVA 235.5 A TOTAL CONNECTED VA 79264= LCL @ 125 % 3350 =4188 LML @ 125 %4445 =5556 PANEL LOAD = FEEDER AMPS = PANEL DESCRIPTION W VOLT AMPS L T G R E C M I S BKR CKT NO BUS CKT NO BKR M I S R E C L T G VOLT AMPS DESCRIPTION LOCATION MAIN (AMP) BUS RATING FED FROM MOUNTING: V Φ ΦA ΦB ΦC ΦA ΦB ΦC ΦA ΦB ΦC 'B'ELECTRIC ROOM M.L.O. 200A PANEL 'A' 120/208 RECESSED 3 4 (E)EXIT/NIGHT LIGHT 400 20-1 1 (E)DINING ROOM LIGHTS 300 20-1 3 (E)DINING ROOM LIGHTS 400 20-1 5 (E)PADDLE FANS 500 20-1 7 (E)TRACK LIGHTS 300 20-1 9 (E)COUNTER LIGHTS 300 20-1 11 (E)KITCHEN LIGHTS 500 20-1 13 (E)RESTROOM LIGHTS 400 20-1 15 (E)HOOD LIGHTS/CONTROLE 300 20-1 17 (E)CASH REGISTER 360 20-1 19 (E)DISHWASHER 1200 20-1 21 COUNTER LTS 150 20-1 23 220V OUTLET 180 20-1 25 (E)OUTLET/AQUARIUM/TIMECLOCK 540 20-1 27 (E)ALARM POWER 100 20-1 29 (E)OFFICE OUTLETS 540 20-1 31 (E)MANAGERS COMPUTER 360 20-1 33 #17 72" UNDERCOUNTER FRIDGE 690 20-1 35 #32 BUN DIVDER 220 20 37 ---220 39 ---220 3 41 #01 46" UNDERCOVER FRIDGE35020-12 #02 SMOOTHIE BLENDER120020-14 #03 BLENDER138020-16 #04 JUICER96020-18 #05 TEA BREWER173020-110 #46 BUBBLE TEA MACHINE69020-112 #17 72" UNDERCOUNTER FRIDGE69020-114 #08 SYRUP MACHINE30020-116 SPARE20-118 #23 PLANETARY MIXER 20QT165020-120 (E) #33 ICE MACHINE12002022 ---1200224 #09 COFFEE BREWER180020-126 #12 60" UNDERCOUNTER FRIDGE35020-128 #10 COFFEE GRINDER108020-130 #21 SPIRAL DOUGH MIXER 50QT7302032 ---73034 ---730336 #22 SPIRAL DOUGH MIXER 25QT4902038 ---49040 ---490342 1 2 2 2 1 1 SUB-TOTAL ΦA ΦB ΦC9370VA9320VA 7730VA=== (EXISTING PANEL) NOTES: 1 DENOTES EXISTING CIRCUIT BREAKER TO REMAIN; ALL OTHERS ARE NEW TO MATCH EXISTING. 2 THE BREAKER IS A LONG CONTINUOUS LOAD (LCL) TAKEN AT 125% OF ITS CURRENT DRAW (NEC 210.19(A)(1)). 27.2 KVA 80.0 A TOTAL CONNECTED VA 26420= LCL @ 125 % 3050 =3812 LML @ 125 %0 =0 PANEL LOAD = FEEDER AMPS = 81.3 KVA 235.5 A 27.2 KVA 80.0 A 2 2 2 2 (E) TYPE-1 HOOD L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L1 L1 L2 L2 L2 L3 L1 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L6 L6 L6 L6 L6 L6 L6 L6 L6L6 L6 L6 (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA PRIMARY DAYLIGHT ZONESECONDARY DAYLIGHT ZONE SECONDARY DAYLIGHT ZONE PRIMARY DAYLIGHT ZONE 12 L6 (TYP.) B A (E) (E) 23a 23a 23a 23a 23a 23a 23a 23a 23c 23c 23c23c B-23 (E) TIMECLOCK NEMA 1 D D c a P 'PHOTOCELL' REMOTE 0-10V DIMMER FOR DAYLIGHT ZONE 1 (E)(E)(E) (E) (E)(E)(E) (E) (E) (E)(E) (E)(E) (E) (E) (E) (E) (E) (E)(E) EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (N) (N) (N) (N) (N) (N) (N) (N)(N) (N)(N) (N) (E) (E) R EF 18 B-18 2 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS ELECTRICAL LIGHTING PLAN E-2.0 ELECTRICAL LIGHTING PLAN SCALE: 1/4"=1'-0" ELECTRICAL LIGHTING KEYED NOTES PROVIDE 0-10V DIMMER FOR THE LIGHTING FIXTURES WITHIN THE DAYLIGHT ZONE. EXTEND HOT WIRES OF NEW LIGHTS TO EXISTING TIMECLOCK CONTROLS. VERIFY IN FIELD BEFORE ROUGH-IN. 1 2 LIGHTING FIXTURE SCHEDULE MARK LEGEND VOLT COUNT MOUNT DESCRIPTION MANUFACTURER MODEL NUMBER LAMPS INPUT WATTS NOTES 120VAC 12 RECESSED 4" ROUND DOWNLIGHT NORA LIGHTING NIOC-4RNDC LED 12 OR APPROVED EQUAL NOTES: 1) VERIFY WITH OWNER OR ARCHITECT BEFORE PURCHASING THE LIGHTING FIXTURES. 2) LIGHTING ABOVE FOOD OR UTENSILS SHALL BE SHATTERPROOF. 12 L6 LIGHTING FIXTURE NOTES ALL EQUIPMENTS MUST BE U.L. LISTED. NO EXCEPTION.a) WHEN LIGHTING FIXTURES ARE INSTALLED IN FIRE RATED CEILINGS OR WALLS, AN APPROVED FIRE RESISTIVE MANNER CONSISTENT WITH FIRE RATING OF CEILING OR WALLS MUST BE PROVIDED. NO EXCEPTION. d) REFER TO LATEST ARCHITECTRAL REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE LOCATIONS. e) CONFIRM WITH ARCHITECTURE FOR LIGHTING FIXTURE SPECIFICATIONS PRIOR TO ANY ORDER. NO EXCEPTION. f) ALL FLUORESCENT LIGHTING FIXTURES MUST BE EQUIPPED WITH INTERNAL SWITCH TO DISCONNECT ALL CONDUCTORS TO BALLAST FROM THE SOURCE SIMULTANEOUSLY, INCLUDING THE GROUNDED CONDUCTOR IF ANY. g) AUTO-RESETTING THERMAL PROTECTION MUST BE PROVIDED WHEREAS RECESSED INCANDESCENT LIGHTING FIXTURES ARE INSTALLED IN GYPBOARD CEILINGS. b) PROVIDE U,L LISTED THERMAL BARRIER WHEREAS LIGHTING FIXTURES IN CONTACT WITH INSULATION. OR PROVIDE 3'' MINIMUM CLEARANCE. c) LIGHTING STANDARDS REQUIRE A SEPARATE PERMIT. ALL SIGN REQUIRE SEPARATE PERMITS AND APPROVALS ALSO. NO EXCEPTION. h) 2 01 03 02 04 05 46 08 09 10 12 14 15 17 17 22 21 23 24 252627 28 29 30 30 31 32 33 J 43 B A (E) (E) 06 4 6 2 8 10 12 14 16 26 28 30 19&21 38&40&42312929 32&34&36 38&40&42 B- 22&24 37&39&41 13 A-30 20 20&22&24 25 34 35 [2] 3/4" CONDUIT THROUGH MILLWORK DNDN 17 17 17 17 17 17 15 15 15 J 11 11 11 11 J 9 9 9 25 J 9 9 J B-20 B-38&40&42 B-32&34&36 A-25 B-35 A-20&22&24 B-37&39&41 35&37 39&41 36 A-35&37 3/4"C., 3#10 CU. PLUS 1#10 CU. GND. A-39&41 3/4"C., 3#10 CU. PLUS 1#10 CU. GND. A-36 A-29,311 B-38&40&42 1-1/4"C., 4#3 CU. PLUS 1#8 CU. GND. 11 B-2,4,6 1 A-8,10,121 B-14,16 1 A-26,28,30 1 A-19&21 3/4"C., 3#12 CU. PLUS 1#12 CU. GND. 2 A-9,11 1 A-15,171 A-34 B-25 3 11 GFI GFI GFI GFI GFI GFI GFI GFI GFIGFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFIGFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI GFI (E) (E) (E) A-13 VENTLESS COUNTERTOP OVEN TURB CHEF/ THE ECO ON TABLE TOP IT E M N o . QU A N T I T Y ST A T U S ITEM MANUFACTURE & MODEL No. SIZE W"D"H" PLUMBING WATER WASTE GAS ELECTRICAL V/ H Z / P H KW AM P S BASE / INSTALLATION C.W H.W DIR IDIR SIZE BTU x1000 4 1 3 12 6 13 7 11 9 10 14 8 27 24 25 26 20 19 21 18 1 N 1 N 1 N 1 N 1 1 N 1 N 1 2 1 N 1 22 1 N 60'' DISPLAY FRIDGE TEA BREWER 1 2 1 N BLENDER 8" 9" 17.7" JUICER WARING/ WJX80 10.75" 18'' 20" BUNN/ AXIOM-15-3 1 4 BURNER 24'' GAS RANGE 1 E 30 17 1 23 5 1 15 31 1 N 29 28 1 N COFFEE BREWER COFFEE GRINDER 16 1 N VITAMIX/ DRINK MACHINE ADVANCE BUNN/ G3 1 N ON TABLE TOP ON TABLE TOP ON TABLE TOP N N N N 48'' UNDERCOUNTER FRIDGE 120/ 60/1 1 8 48 1/4" 29 15/16" 35 1/2" √ N EMPLOYEE LOCKER √√√ 5-TIER WIRE SHELVING 48"X18''ADVANCE TABCO/ ECC-1848 48"18"64" 5-TIER WIRE SHELVING 36"X18''ADVANCE TABCO/ ECC-1836 36"18"64" HALLOWELL/ U1228-6PT 12" 12" 78"6" LEG 6" LEG 32 34 36'' GAS GRIDDLE W/ STAND COOKING PERFORMANCE GROUP/ 36GTSSPNL 36"26 13/16"16 5/16" 6" LEG POLARMAN/ PLM-UC-48S ON TABLE TOP CUSTOM S.S. WORK STATION W/ DUMP SINK, ICE BIN, HAND SINK & SHELF 1 COLD BREWER WALL MOUNT HOT WATER DISPENSER 35 36 HONEY MANAGEMENT GROUP INC/ HT-M-1800 √1 N 1 N N E N BUNN/ H5X SST 7.4"18.9"28.5" 1 N 60'' UNDERCOUNTER FRIDGE 33 1 N 6" LEG 1 N 1 N 1 N REGENCY/ 600TB3024G24''X30'' S.S. WORK TABLE SPIRAL DOUGH MIXER 50QT 6" LEG 36''X84'' S.S. WORK TABLE EAGLE GROUP/ T3684E √√√ 6" LEG N 2 N Y-FANG/ ET-9EF-EPH 110/ 60/1SYRUP MACHINE 1 N 1 E 1 E 2 N ON CASTER ON PLATFROM ON TABLE TOP 1 N37 HAND SINK W/ SPLASHES 115/ 60/1 3 ON CASTER 120/ 50-60/1 11.5 71"28.5"55.12" BUNN/ TB3Q 10.2"20.7"34.2"120/ 60/1 1.73 14.4 ON TABLE TOP 120/ 60/1 1.85 15.4 ON TABLE TOP1/4'' √√6" LEG 10"14"17" 16.3"22.1"16.8" 0.3 SMOOTHIE BLENDER 9 1/16" 7 11/16" 16 9/16"LING YANG/ E.BLENDERS EJ-816 ON TABLE TOP110/ 60/1 1.2 W/ SOAP & PAPER TOWEL DISPENSER√√ 1/4'' 1/4''√120/ 60/1 1.8 15 7.4"15.9"27.2"120/ 60/1 9 61 1/4" 29 15/16" 35 1/2"POLARMAN/ PLM-UC-60S 115/ 60/1 3 ON CASTER TODDY/ TPSC10 14 7/8"14 7/8"18 7/8"ON TABLE TOP 24"30"38"6" LEG 16.1"23.5"21.5"208/240 60/1 20 72'' UNDERCOUNTER FREEZER 71 3/4" 29 15/16" 35 1/2"POLARMAN/ PLM-UC-72FS 115/ 60/1 6 ON CASTER 84"36"35 1/8"6" LEG 1 N 36''X72'' S.S. WORK TABLE EAGLE GROUP/ T3672E 72"36"35 1/8" SPIRAL DOUGH MIXER 25QT ABS/ ABSFBM-50 22"37"47" ABS/ ABSFBM-25 20"33.5"42" 208/220 60/3 10.5/ 10 ON CASTER ON CASTER208/220 60/3 3.75 2.2 7/ 6 PLANETARY MIXER 20QT ABS/ ABSPMS-20L 21.75"35.75"37"110/ 60/1 15 6" LEG 6" LEG24''X36'' S.S. WORK TABLE W/ 12'' OVERSHELF REGENCY/ 600WT2436KIT 36"24"66" DECK OVEN REVENT/ NO.3 DECK 3 PAN 72.3"35.6"75.8"208-220 60/3 83401/2''√ COMBI OVEN W/ OVEN STAND UNOX/ XAVC-10FS-GPRM W/ XWARC-07EF-H 34" 33 3/16'' 38" 28 1/8'' 45 3/4" 29 5/8''3/4''√ ON CASTER 120/ 60/1 9036"30"26"3/4''6" LEG COOKING PERFORMANCE GROUP/ 351S24N 24"32 5/8"60 3/8"1503/4'' 2 DOOR REACH-IN FRIDGE POLARMAN/ PLM-54RS 115/ 60/1 4.553 15/16"32 11/16"82 5/16" ON CASTER2 DOOR REACH-IN FREEZER POLARMAN/ PLM-54FS 115/ 60/1 953 15/16"32 11/16"82 5/16" RETARDER PROOFER ABS/ ABSDC-236 33"54"87"√1/2''ON CASTER220/240 60/1 25 REVERSIBLE DOUGH SHEETER UNIVEX/ SFG600 TM 111.2"42.2"50"220/ 60/3 7.35 ON CASTER BUN DIVIDER UNIVEX/ SBDR22 26 1/2''22 1/4"79 7/8"208-240 60/3 3.1 ON CASTER ICE MACHINE W/ 48'' BIN & WATER FILTER HOSHIZAKI 208-230 60/1 6" LEG MOP SINK WATER HEATER BARDFORD HAND SINK W/ SPLASHES 1 E38 10 N39 3 N40 1 N41 1 E42 1 E43 PREP SINK 3 COMP SINK WALK IN COOLER 6" LEG 6" LEG AIR CURTAIN MARS/ 36CH-0 115/ 60/1 5.1 4" MIN. CONC. COVED BASE WALL MOUNT W/ SOAP & PAPER TOWEL DISPENSER W/ SPLASHES ON ALL 3 SIDES WALL MOUNT W/ DOOR-LIMIT SWITCH REGENCY/ 60S1162018GL 36 1/2"25 1/2"43 3/4" 1 E44 CHEM. SHELF & MOP RACK CUSTOM CUSTOM WALL MOUNT √√REGENCY/ 600HS12SP 12"16"12"√ √√ √√√ √√ √ √ 1 E45 TYPE 1 HOOD CAPTIVEAIRE 192'' 48''WALL MOUNT POLARMAN/ PLM-471SB 60"26 4/5"55 1/2"110-120 60/1 7.2 6" LEG 12119.4253/4'' BUBBLE TEA MACHINE461N ZEEWAY/ NCJ-K 26"21.26"61"110/ 60/1√√ON CASTER1.2 3-PRONG PLUG/ 20A WATER FILTER SYSTEM473N PRO/ C25-100 18"7"24" 11"11"17" W/ WATER FILTER W/ WATER FILTER CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM FAUCET481N ADVANCE TABCO/ K-121 OR EQ 12"18"8"√WALL MOUNT CONNECTED TO WATER FILTER SYSTEM CONNECTED TO WATER FILTER SYSTEM W/ BACKFLOW JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS ELECTRICAL POWER PLAN E-3.0 ELECTRICAL POWER PLAN SCALE: 1/4"=1'-0" ELECTRICAL EQUIPMENT SCHEDULE (FOR REFERENCE ONLY) SCALE: NONE ELECTRICAL POWER KEYED NOTES DENOTES SEPARATE CIRCUITS WITHIN SAME CONDUIT. BREAKERS TO BE INTERLOCKED FOR SIMULTANEOUS TRIP EXISTING TO REMAIN AIR CURTAIN. DENOTES 220V RECEPTACLE. CONTRACTOR TO VERIFY EXACT POWER REQUIREMENTS BEFORE ROUGH-IN. 1 2 3 CONTRACTOR MUST REFER TO BOTH ELECTRICAL DESIGN AND KITCHEN EQUIPMENT DESIGN FROM KITCHEN EQUIPMENT CONSULTANT (K.E.C). INCLUDE ALL WORK IN BASE BID. PAY ATTENTION TO THE ADDITIONAL WORK NOT SHOWN ON ELECTRICAL DESIGN BUT INCLUDED, SUCH AS: a) 1. CONDUITS, WIRES, JUNCTION BOXES, AND RECEPTACLES IN SERVICE AND COOLING AREA COUNTERS; CONNECTIONS TO K.E.C FURNISHED LIGHTS, SWITCHES, BALLASTES, JUNCTION BOXES AND OTHER ACCESSORIES. 2. REFER TO K.E.C ELECTRICAL ROUGH-IN SCHEDULE FOR CORDS, CAPS, RECEPTACLES OR OTHER MISCELLANEOUS EQUIPMENTS. 3. REFER TO K.E.C DRAWINGS FOR EXTENT OF WORK AND ELECTRICAL ROUGH-IN SCHEDULE TO DETERMINE THE LOCATION OF REFRIGERATION AND DRINK DISPENSING LINES. ELECTRICAL CONTRACTOR SHOULD COMPLY WITH ALL DETAILS AND INSTALLATION RECOMMENDATIONS. PROVIDE ALL ELECTRICAL DEVICES FOR A COMPLETE AND OPERATIONAL SYSTEM. NO EXCEPTION. REFER TO K.E.C DRAWINGS FOR P.V.C CONDUIT SLEEVES AND PULL BOXES FOR REFRIGERATION AND DRINKING DISPENSING LINES TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. COMPLY WITH ALL DETAILS AND INSTALLATION INSTRUCTIONS AND PROVIDE ALL CONDUITS (PVC OR EMT AS REQUIRED) b) VERIFY EXACT LOCATION OF ALL CONNECTION POINTS FOR MECHANICAL AND PLUMBING EQUIPMENTS AND EXACT LOCATION OF CONTROL DEVICES, SUCH AS THERMOSTAT, WITH RESPECTIVE CONTRACTORS PRIOR TO INSTALLING CONDUITS. c) VERIFY EXACT LOCATION OF ALL CONNECTION POINTS FOR MECHANICAL AND PLUMBING EQUIPMENTS AND EXACT LOCATION OF CONTROL DEVICES, SUCH AS THERMOSTAT, WITH RESPECTIVE CONTRACTORS PRIOR TO INSTALLING CONDUITS. d) IN DINING AREA, ALL RECEPTACLE COVERS AND WIRING DEVICES SHALL BE BLACK; IN FOOD PREPARATION AREA, ALL RECEPTACLE COVERS SHALL HAVE BRUSHED STAINLESS STEEL COVERS, WIRING DEVICES SHALL BE BLACK IN COLOR. e) REFER TO K.E.C DRAWING AND PROVIDE MISCELLANEOUS 120V/20A/3W GROUNDING RECEPTACLES WHERE INDICATED AND 120V/3W GROUND PLUGS WITH #12/3C SO CORD IN LENGTH AS REQUIRED BY K.E.C. PROVIDE ALL DIRECT CONNECTIONS AND CORDS/CAPS AS REQUIRED. ALL RECEPTACLES WITHIN 6' FROM SINKS SHALL BE GFI TYPE. f) PROVIDE CONDUIT SEALS WITH 12'' OF PENETRATION FOR ALL CONDUITS ENTERING OR LEAVING WALK-IN COOLERS, FREEZERS, COLD BOXES, ETC. g) ALL ELECTRICAL CIRCUITS BELOW COOKING HOOD MUST HAVE AUTOMATICALLY DE-ENERGIZED UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM. h) ELECTRICAL CONTRACTOR SHALL RUN GROUNDING WIRES TO ALL KITCHEN EQUIPMENT. i) THOUGH ALL KITCHEN EQUIPMENTS ARE FURNISHED BY OTHERS, ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FINAL CONNECTIONS. j) ALL KITCHEN EQUIPMENT JUNCTION BOXES SHALL INCLUDE FINAL CONNECTION TO THEIR RESPECTIVE KITCHEN EQUIPMENT. k) VERIFY WITH EQUIPMENT'S INSTLLATION REQUIRMENT FOR EXACT LOCATION OF ELECTRICAL CONNECTIONS, TYPE OF CONNECTIONS, NEMA NUMBERS ETC. COORDINATE WITH EQUIPMENT SUPPLIER AND CONTRACTORS FOR A COMPLETE AND OPERATIONAL SYSTEM. l) ALL 120V RECEPTACLES IN KITCHEN AREA EQUAL OR LESS THAN 20AMPS RATING SHALL BE GFI PROTECTED. ALL GFCI DEVICES SHALL BE READILY ACCESSIBLE. NO EXCEPTION. CEC 210.8(B) m) ALL 125-250V RECEPTACLES SUPPLIED BY SINGLE-PHASE BRANCH CIRCUITS RATED 150V OR LESS TO GROUND, 50A OR LESS, AND ALL RECEPTACLES SUPPLIED BY THREE-PHASE BRANCH CIRCUITS RATED 150V OR LESS TO GROUND, 100A OR LESS INSTALLED IN THE LOCATION SPECIFIED IN 210.8(B)(1-12) SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL. n) GENERAL NOTES FOR KITCHEN AND FOOD PREPARATION AREA 2 2 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS ELECTRICAL T24 - INDOOR E-LTI 26439 RANCHO PARKWAY S., STE 120 LAKE FOREST / CA / 92630 01/06/2026 949-267-9095 GANGYI ZHOU GMEP ENGINEERS 26439 RANCHO PARKWAY S., STE 120 LAKE FOREST / CA / 92630 01/06/2026 018959 949-267-9095 2 HUTTON CENTER DR, SANTA ANA, CA 92707 2 HUTTON CENTER DR, SANTA ANA, CA 92707 GREASE INTERCEPTOR MEMORANDUM To: Xiaojun Wang - Applicant Date: 4/6/2026 Luis A. Dimas – Engineering Aide From: PWA, Water Resources Location: 2 HUTTON CENTER DR. UNIT 200 – WHEAT BLOOM LLC, DBA. LYNNKO BAKERY The above referenced food service establishment (FSE) must comply with the Fats, Oils, and Grease (FOG) Control Program Rules and Regulations as identified in Ordinance NS-2921 and as follows: A Hydro-Mechanical Grease Interceptor (HGI) is required at this FSE. ☒ This FSE shall install a Hydro-Mechanical Grease Interceptor (HGI). ☐ This FSE shall maintain the existing Hydro-Mechanical Grease Interceptor (HGI). This FSE qualifies for at least one of the following condition(s): The FSE discharges to a documented Enhanced Maintenance Location sewer but the proposed FSE’s FOG discharges are projected to be negligible and will not likely cause a significant impact to the sewer system, or; A gravity grease interceptor (GGI) cannot be installed due to physical site limitations or inadequate slope between the interceptor and private and/or public sewer lines. C/c: Water Resources Division Planning & Building Agency OC Health Care Agency Public Works Agency (Development) EEC Environmental Applicant JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 02/16/2026 REVISIONS HVAC NOTES AND SPECIFICATIONS ° M-1.0 DUCT WORK SYMBOLS SITE PLAN JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 02/16/2026 REVISIONS HVAC EQUIPMENT SCHEDULES M-1.1 ° (SIDE OF DUCT CONNECTION) TYPICAL DIFFUSER CONNECTION REMOTE VOLUME DAMPER IN HARD LID DETAIL CEILING EXHAUST FAN DETAIL FLAT ROOF CAP DETAIL (E) TYPE-1 HOOD L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L1L1 L1 L1 L1 L1 L1L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L2L2 L1 L2 L2 L2 L2 L1 L1 L1 L2 L2 L1 L1 L1 L2 L2 L2 L3 L1 L3 L3 L3 L3 L3 L3 L4 L4 L4 L4 L1 L4 L5 L6 L6 L6 L6 L6 L6 L6 L6 L6L6 L6 L6 (N) STAFF ROOM (E) ADA RESTROOM (E) WALK IN COOLER (E) KITCHEN (N) DISPLAY AREA (N) SERVICE (N) DINING AREA (N) DINING AREA JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 02/16/2026 REVISIONS HVAC CEILING PLAN HVAC CEILING PLAN M-2.0 HVAC KEYED NOTESHVAC GENERAL NOTES JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 02/16/2026 REVISIONS TITLE 24 FORMS T-24.0 01/09/26 M34279 GMEP ENGINEERS GARY ZHOU MECHANICAL 26439 RANCHO PKWY S SUITE #120 (949)267-9095LAKE FOREST, CA 92630 01/09/26 !"##$%&'%#'()'*%#**%* +,-.& /01234567408904:04;1<=3;4>?72@ AB<CDE0FDGHCDIHIJD08DGGKLIDME A7KDN04O34;DPBD/104O34;567408904:04;1<=3;4>?72@CDQ7408904DR04;D/6:04;567408904:04;1<=3;4>?72@ P7BFD?7ST>> +,-.& UVWXYZ[\]WWV^_`a[WV bIGcdeLfIeIcLGDgD:::>67408904:04;1<=3;4>?72h eeeeeeeeeeDi7F:0F1<1D2<==0;<Deeeeeeeee iF72KD# jk .D/Q7T?<A7O<4834757?l0>7F;@ N08<KDAB<CDE0FDGHCDIHIJD08DGGKImnME oBp6<?8KDoqIJHHGHrGDeDIDstAAuvDwxvAxqDNqyzxDoMvAMDMvM A7KD01234567408904:04;1<=3;4>?72D/01234567408904:04;1<=3;4>?72@ D s<OO7 D {<FD7BFD{O04434;DM40OT=8CD893=D=Bp23880OD17<=D478DF<|B3F<D0DF<}3<:>DD D A9<F<l7F<CD893=D=Bp23880OD:3OODp<D?04?<OO<1> D D D D D D D ! "" #$%&'($)'*%++,-#$%&'($)'*%.. /0123405367860902:;<0=>?@@@<02:;<0=> ABCDEFGHIECJKCJLMEFD N JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS SCOPE OF WORK KEY PLAN PLUMBING GENERAL NOTES P-1.0 JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS PLUMBING - COLD/HOT WATER & GAS PLUMBING - GAS DIAGRAM PLUMBING COLD/HOT WATER & GAS P-2.0 TYPICAL TRAP PRIMER DETAIL TYPICAL GAS CONNECTION TO EQUIPMENT JOB NUMBER: DATE: The plans and specifications prepared by JONATHAN WANG DESIGN are protected from unauthorized modification, reuse and/or release under California Business & Professions Code section 5536.4, Health & Safety Code Section 19851(a), and Education Code Section 17316. 12621 WASHINGTON PL LOS ANGELES, CA, 90066 (626) 684-6651 jwang@jonathanwangdesign.com www.jonathanwangdesign.com JONATHAN WANG DESIGN Lynnko Bakery 2 Hutton Center Dr, #200, Santa Ana, CA 92707. 25-799 04/02/2026 REVISIONS PLUMBING - WASTE & VENT PLUMBING WASTE & VENT P-3.0TYPICAL WALL CLEANOUT TYPICAL FLOOR SINK GREASE INTERCEPTOR SPECIFICATION THREE COMPARTMENT SINK WITH GREASE TRAP DETAIL STRUCTURAL CALCULATION FOR LYNNKO BAKERY AT 2 HUTTON CENTER DR. SANTA ANA, CA 92707 PROJECT NUMBER: 26033 DATE: March 16, 2026 (1ST SUBMIT) PREPARED BY DEYI CONSULTANTS INC. 3943 IRVINE BLVD. #765 IRVINE, CA 92602 (949) 656-6134 JUNFEI.CHEN@DEYICONSULTANTS.COM EXP. DATE: 09/30/2026 SUSPENDED CEILING 1 1. LOAD CRITERIA CEILING JOIST: 0.3 PSF 5/8" DRYWALL: 2.8 PSF MISC: 2.9 PSF TOTAL DEAD LOAD: 5.0 PSF LIVE LOAD: 10 PSF 2. SEISMIC WEIGH LATERAL BEACING @ EVERY 7 FT X 8 FT 5 PSF X ( 7 FT X 8 FT)) = 280 LB 2 ASCE Hazards Report Address: 2 Hutton Centre Dr Santa Ana, California 92707 Standard:ASCE/SEI 7-16 Latitude:33.699686 Risk Category:II Longitude:-117.86506 Soil Class:D - Default (see Section 11.4.3) Elevation:41.51885410747468 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Sun Mar 15 2026 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Sun Mar 15 2026 3 SS : 1.272 S1 : 0.456 F a : 1.2 F v : N/A SMS : 1.526 SM1 : N/A SDS : 1.017 SD1 : N/A T L : 8 PGA : 0.54 PGA M : 0.649 F PGA : 1.2 Ie : 1 C v : 1.354 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Sun Mar 15 2026 Page 2 of 3https://ascehazardtool.org/Sun Mar 15 2026 4 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 3 of 3https://ascehazardtool.org/Sun Mar 15 2026 5 ASCE Seismic Demands on Nonstructural Components LIC# : KW-06014019, Build:20.25.02.04 Tranvu, LLC (c) ENERCALC, LLC 1982-2026 Project File: 26033.ec6 Project Title: Engineer: Project ID:26033 Project Descr: Seismic Demands on Nonstructural Components per ASCE 7-16 Section 13.3.1 and 13.4.1 20.0 1.017ftDSS =h = Seismic load 1.00 280.00 20.00 1.50 1.00 1.00 1.00 227.81455.62 85.43 227.81 z/h : Actual = Fp Calc'd :Fp DESIGN :Components =Components =Fp Upper Limit = W =z =R =I = Connections =227.81 Connections =227.81 P Description : a =P P z/h Design =P ft Fp Lower Limit = a : Component operating weight Fp - Calc'd W P : Component response modification factor (Table 13.5-1 or Table 13.6-1)Fp - Lower : Component importance factor (Section 13.1.3)Fp - Design : Calculated Fp, Eq (13.3-1), Same units as Wp: Component amplification factor, Table 13.5-1 or Table 13.6-1 : Upper Limit on Fp, Eq (13.3-2) ,(Same units as WpFp - Upper R Z P : Lower Limit on Fp, Eq (13.3-3), Same units as Wp I P P : Fp for design purposes, Same units as Wp : Height of point of attachment 6 Section: 362S162-33 (33 ksi) Single C Stud (punched) Maxo =440.9 ft-lb 1023.6 lbVa =I =0.55 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span 60.0", 60.0"60.0", 127.2"LSUBH3.25 (Min)0.03 Web Crippling Support Load (lb)(in)Max Int.Stiffener? Bearing Pa M (lb)(ft-lbs) R1*26.50 1.00 NO0.0 0.10143.2 R2*26.50 1.00 NO0.0 0.10143.2 "*" after support means punched near support Code Check Required Interaction NotesAllowed Max. Axial, lbs 322.0(c)20%KΦ=0.00 lb-in/in Max KL/r = 971606.7(c)Span Max. Shear, lbs 26.5 5%Shear (Punched)521.2 Max. Moment (MaFy, Ma-dist), ft-lbs 70.2 16%Ma-dist (control),KΦ=0.00 lb-in/in434.5 Moment Stability, ft-lbs 70.2 17%408.4 Shear/Moment 0.16 16%Shear 0.0, Moment 70.21.00 Deflection Span, in 0.087 --meets L/1456-- Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector Connector Interaction Anchor Interaction NAR1322.0 26.5 NABy Others & Anchorage Designed by Engineer NAR20.0 26.5 NABy Others & Anchorage Designed by Engineer * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name: Model:Brace AISI S100-16w/S2-20Code: Page 1 of 1 Date: 03/15/2026 Simpson Strong-Tie® CFS Designer™ 5.2.2.0 7 7. 5 f t ( M a x . ) 10.6 f t Fb Fbracing=228Ibx1.414 =322 Ib Fb=228 Ib Fbra c i n g BOTTOM OF STRUCT FLOOR ASSEMBLY 250S162-33 CUT FLANGE & BEND WEB FOR ATTACHMENT SEE PLAN FOR LOCATION, INSTALL BRACE IN PAIR45 . 0 0 ° (3) #10 SCREWS Section : 362S162-43 (33 ksi) @ 16 in" o.c. Single C Stud (punched) Maxo =612.0 ft-lb 1739.1 lbVa =I =0.710 in^4 Total Load - 240 1. DL + LL All spans 2. DL + LL Even spans 3. DL + LL Odd spans Deflection Limits: Load Comb:4. LL All spans 5. LL Even spans 6. LL Odd spans Live Load - 360 Mmax (ft-lb) K-phi (lb-in/in) Lm (in) Ma-dist (ft-lb) Mmax/ Ma min Load Comb. TL Defl Load Comb. LL Defl Load Comb. Joist Flexural and Deflection Span 122 0.0 84.0 609.6 0.201 1 L/1628 1 L/2442 4 Support Load (lb) Bearing (in) Pa (lb) Pn (lb) Max Intr. Load Comb. Stiffeners Required Joist Bending and Web Crippling Load Comb. R1 70.0 1.00 276.7 484.3 0.13 1 NO1 R2 70.0 1.00 276.7 484.3 0.13 1 NO1 Support Vmax (lb) Load Comb. Va Factor V/Va M/Ma Intr. Unstiffened Intr. Stiffened Joist Bending and Shear Load Comb. Load Comb. R1 70.0 1 0.04 0.00 0.04 N/A1.000 1 N/A R2 70.0 1 0.04 0.00 0.04 N/A1.000 1 N/A Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector Connector Interaction Anchor Interaction Joist Reaction and Connections NAR10.0 70.0 NABy Others & Anchorage Designed by Engineer NAR20.0 70.0 NABy Others & Anchorage Designed by Engineer * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:cfs joist Model:Floor Joist –1 AISI S100-16w/S2-20Code: Page 1 of 1 Date: 03/15/2026 Simpson Strong-Tie® CFS Designer™ 5.2.2.0 8 Section: 362T125-43 (33 ksi) Single Track (unpunched) Maxo =403.3 ft-lb 1739.1 lbVa =I =0.53 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span NA None, N/A N/A - Web Crippling Support Load (lb)(in)Max Int.Stiffener? Bearing Pa M (lb)(ft-lbs) R1*105.00 1.00 NO0.0 0.25208.2 R2*105.00 1.00 NO0.0 0.25208.2 "*" after support means punched near support Code Check Required Interaction NotesAllowed Max. Axial, lbs 0.0(t)0%KΦ=0.00 lb-in/in Max KL/r = N/A-Span Max. Shear, lbs 105.0 6%1739.1 Max. Moment (MaFy, Ma-dist), ft-lbs 52.5 13%403.3 Moment Stability, ft-lbs 52.5 13%403.3 Shear/Moment 0.13 13%Shear 0.0, Moment 52.51.00 Deflection Span, in 0.002 --meets L/9941-- Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector Connector Interaction Anchor Interaction NAR10.0 105.0 NABy Others & Anchorage Designed by Engineer NAR20.0 105.0 NABy Others & Anchorage Designed by Engineer * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:1A Model:1A AISI S100-16w/S2-20Code: Page 1 of 1 Date: 03/15/2026 Simpson Strong-Tie® CFS Designer™ 5.2.2.0 9 BOTTOM OF STRUCT FLOOR ASSEMBLY 250S162-33 CUT FLANGE & BEND WEB FOR ATTACHMENT SEE PLAN FOR LOCATION, INSTALL BRACE IN PAIR45 . 0 0 ° (3) #10 SCREWS 10 (E) PLY. SHEATHING 362S162-33 BRACING @ 8'-0" O.C, TYP. 362S162-33 CFS STUD WALLS @ 24" O.C. CFS CEILING JOISTS PER PLAN GYP. PER ARCH 7'-0" MAX. CONT. 362T125-43 CFS BOTT. TRACK w/ #10 SMS EA. SIDE STUD (2)#10 SELF TAPPING CREWS, TYP. (3)#10 SELF TAPPING SCREWS, TYP. (3)#10 SELF TAPPING SCREWS, TYP. 1 1 (E) JOISTS WHERE OCCURS (3)#10 SCREWS TO BLK'G (N) 2x BLK'G @ 24" O.C. w/ (4) 16d's NAILS EA. END EXCERPT: HILTI 3.2.6.3 TECHNICAL DATA * F1=322 Ibs - The Shear Loads (1) #10 screw = 177 Ibs --> (3) #10 Screw = 3*177= 531Ibs > 322 Ibs --> OK ---> Anchors are adequate against T2 T1 * V1=70 lbs - The Shear Loads (1) #10 screw = 177 Ibs --> (1) #10 Screw = 177 Ibs > 70 Ibs --> OK * V2=70 lbs - The Shear Loads (Hilti X-U 0.157" DIA. @ 1" embed) = 190# --> (2) Hilti X-U 0.157" = 2*190= 380 Ibs > 70 Ibs --> OK V2 V1 CONNECTION CHECK F1 CFS STUD WALLS WHERE OCCURS CFS CEILING JOISTS PER PLAN CONT. 362T125-33 CFS TRACK w/ #10 SMS EA. SIDE (2)#10 SELF TAPPING CREWS TO EA. STUD AT STUD WALL GYP. PER ARCH. 1", TYP. CFS CEILING JOISTS PER PLAN CONC. / CMU WALL WHERE OCCURS CONT.362T125-33 TRACK W/ (2) HILTI X-U 0.157"Ø X 1.0" MIN. EMBED. SHOT PIN @ 12" O.C. W/ WASHER (ESR-2269) AT CONC. WALL (2)#10 CREWS EA. SIDE GYP. PER ARCH. 1", TYP. . 3 * T2=210 lbs - The Pullout Loads (1) #10 screw = 109 Ibs --> (2) #10 Screw = 2*109= 218Ibs > 210Ibs --> OK * T1=105x2=210 lbs - The lateral Loads (1) #10 screw = 160 Ibs (see next page) --> (3) #10 screw = 3*160= 480 Ibs > 210 Ibs --> OK 11 12 13