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Home My WebLink About2841 W MacArthur Blvd Unit# E - PlanBRUEGGER'S BAGEL BAKERY 0 1A 0 A2.1 COLUMN LINE DOOR MARK REVISION SYMBOL CEILING FINISH CODE CEILING HEIGHT ELEVATION REFERENCE SHEET NUMBER ELEVATION NUMBER & DIRECTION SHEET NUMBER ROOM NAME ROOM NUMBER REVISION CLOUD EQUIPMENT TAG WINDOW MARK FINISH TAG NORTH ARROW ELEVATION HEIGHT TARGET LOCATION IN SPACE WALL SECTION REFERENCE SHEET NUMBER DETAIL REFERENCE SHEET NUMBER CODED NOTE PARTITION TYPE REFERENCE SHEET A4.3 SECTION REFERENCE SHEET NUMBER XXXCT1 1 1 XXX ROOM NAME 123 NOTE X' - X" A.F.F A7.1 A B C D A7.1 A 2 1 1 0 A1 0 1A 10' - 0" A.F.F. 2841 W MACARTHUR BLVD, SUITE 3E SANTA ANA, CA 92704 CENTERLINE ACOUSTIC CEILING TILE ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ARCHITECTURAL BOARD BUILDING BLOCKING BEAM BOTTOM CABINET CERAMIC CEILING CAULKING CLEAR COLUMN CONCRETE CONTINUOUS DOUBLE DETAIL DIAMETER DIMENSION DOOR DOWNSPOUT DRAWING EXISTING EACH ELEVATION ELECTRICAL EMERGENCY EQUAL FIRE EXTINGUISHER FACE OF FACE OF FINISH FACE OF STUDSF.O.S. F.O.F. F.O. F.E. EQ. EMER. ELEC. ELEV. EA. (E) DWG. DS. DR. DIM. DIA. DET. DBL. CONT. CONC. COL. CLR. CLKG. CLG. CER. CAB. BOT. BM. BLKG. BLDG. BD. ARCH. ALUM. A.F.F. ADJ. ACT L C FINISH TO FINISH FIRE RETARDANT FINISH FLOOR FLUORESCENT FOOT, FEET FIELD VERIFY GRAB BAR GENERAL CONTRACTOR GAUGE GLASS GYPSUMGYP. GL. GA. G.C. G.B. F.V. FT. FLUOR. FL. FIN. F.R. F/F H.M. HDWD. HORIZ. HGT. HVAC HOLLOW METAL HARDWOOD HORIZONTAL HEIGHT HEATING, VENTILATION, AIR CONDITIONING I.D. INSIDE DIAMETER INSUL. INSULATION JT. JOINT LAM LAMINATE MAX. MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS METAL MECH. MFR. MIN. MISC MTL. MGR. MANAGER N. NORTH N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE (N) NEW NO. NUMBER NOMINALNOM. O.D. OUTSIDE DIAMETER OPNG. OPENING OPPOSITEOPP. P.LAM. PLASTIC LAMINATE PL. PLATE PLAS. PLASTER PLWD. PLYWOOD PR. PAIR PT. POINT RAD. RADIUS REG. REGISTER REQ'D. REQUIRED RM. ROOM S. SOUTH S.C. SOLID CORE S.S. STAINLESS STEEL SCHED. SCHEDULE SHT. SHEET SIM. SIMILAR SPEC. SPECIFICATION SQ. SQUARE STD. STANDARD STL. STEEL STOR. STORAGE SUSP. SUSPENDED T.C. TIME CLOCK T.O. TOP OF TEL. TELEPHONE THK. THICK TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL VERIFY IN FIELD WEST WITH WATER CLOSET WITHOUT WATER RESISTANT V.I.F. W. W/ W/C W/O W/R WOODWD. REF. REFERENCE LB(S). POUND(S) H. HIGH S.F. SQUARE FOOT FACE OF MASONRYF/MAS ALUMINUM COMPOSITE MATERIAL ACM ARCHITECT OF RECORDA.O.R. P.T. PRESSURE-TREATEDDND DO NOT DISTURB KED FOUNDATIONFDN. PROV'D PROVIDED WALK-IN BOX (FREEZER/COOLER) WIB P.U.W. PICK UP WINDOW V.C.T. VINYL COMPOSITE TILE CONCRETE MASONRY UNITC.M.U. KITCHEN EQUIPMENT DISTRIBUTOR ABBREVIATIONSGENERAL NOTES CODE DATA AND SQUARE FOOTAGE PROJECT TEAM DIRECTORY SCOPE OF WORK CONSTRUCTION PRODUCT WARRANTY LEGEND VICINITY MAP 0 1A DETAIL REFERENCE SHEET NUMBER ·EXISTING GAS OVEN IS TO BE REPLACED WITH ELECTRIC OVEN. ·EXISTING WALLS ARE TO BE REFINISHED AT OVEN. ·EXISTING CEILING AT OVEN TO BE REPAIRED AS REQUIRED ·NEW HOOD & EXHAUST FANS TO BE INSTALLED AT OVEN. ·ELECTRICAL CIRCUITS FOR OVENS TO BE INSTALLED. ·ELECTRICAL, MECHANICAL, PLUMBING PLANS ARE UNDER SEPARATE REVIEW AND PERMIT CONSTRUCTION / PRODUCT WARRANTIES THESE CONSTRUCTION DOCUMENTS NOTE SPECIFIC PRODUCTS, DETAILS AND SPECIFICATIONS THAT WILL PROVIDE CONSTRUCTION / PRODUCT WARRANTIES FOR THE FOLLOWING AREAS OF CONSTRUCTION: SIDING (KNOTWOOD) ROOFING (DURO-LAST) INTERIOR TILE (LATICRETE) ALTERING THESE DOCUMENTS MAY ALTER THE WARRANTY GUIDELINES. DURO-LAST AND LATICRETE WILL BE REQUIRED TO APPROVE THE DRAWINGS TO MAINTAIN THE WARRANTIES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING, DURO-LAST AND LATICRETE FOR ON-SITE INSTALLATION INSPECTIONS OF EACH OF THE AREAS OF WORK. 1. REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS CONSTRUCTIBLE AS SHOWN. CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF WORK IN QUESTION. 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT OF RECORD. FLOOR PLAN BY ARCHITECT OF RECORD SUPERSEDES OTHER PLANS. DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, V.C.T., ETC 3. INTERIOR DIMENSIONS ARE TO THE FACE OF STUD, UNLESS NOTED OTHERWISE. 4. MARK LOCATIONS OF PARTITIONS AND DOORS FOR REVIEW BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT. COORDINATE AND VERIFY CONDITIONS TO ENSURE PROPER FIT. 5. CONTRACTOR IS REQUIRED TO SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE TO REVIEW SPECIFIC REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO FOLLOW LOCAL RULES AND REGULATIONS. 6. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. 7. THE CONTRACTOR SHALL MAINTAIN, FOR THE ENTIRE DURATION OF THE WORK, ALL EXITS, EXIT/ EGRESS LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 8. SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD AND COORDINATED WITH THE OWNER'S REPRESENTATIVE PRIOR TO CUTTING/CORING. 9. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS. 10. 'TYP.' MEANS THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 11. PROVIDE PORTABLE FIRE EXTINGUISHER(S) IN ACCORDANCE WITH NFPA 10, WITH U.L. LABEL AND A RATING OF NOT LESS THAN 2-A WITH 75 FT. TRAVEL DISTANCE TO ALL POSITIONS OF RESTAURANT OR AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. PROVIDE CLASS K FIRE EXTINGUISHER WITHIN 20 FT. OF COMMERCIAL FOOD HEAT-PROCESSING EQUIPMENT. 12. EXTERIOR BUILDING SIGNS SHALL BE SUBMITTED UNDER SEPARATE PERMIT APPLICATION FOR REVIEW AND APPROVAL AS REQUIRED BY LOCAL AUTHORITIES. EXTERIOR SIGNS ARE NOT WITHIN THE SCOPE OF BUILDING DEPARTMENT APPROVAL. 13. PRIOR TO COMMENCEMENT OF WORK - OBTAIN A COPY OF THE BUILDING CONSTRUCTION PERMIT FROM THE AUTHORITY HAVING JURISDICTION (AHJ) AND A COPY OF THE SET OF CONSTRUCTION DOCUMENTS SIGNED AND SEALED BY A LICENSED DESIGN PROFESSIONAL FOR ALL DISCIPLINES AS REQUIRED AND USED TO OBTAIN THE BUILDING PERMIT. 14. IF REQUIRED BY LOCAL JURISDICTION - SPRINKLER, LIFE SAFETY, AND FIRE ALARM SYSTEMS ARE TO BE DESIGNED AND SUBMITTED FOR REVIEW AND APPROVAL BY LOCALLY LICENSED DESIGN PROFESSIONAL. THE DESIGN OF SYSTEM(S) MUST COMPLY TO LOCAL, STATE, AND NATIONAL CODES. 15. BIDDERS REFER TO WENDY'S APPROVED SUPPLIER LIST TO OBTAIN NATIONAL ACCOUNT PHONE NUMBERS AND CONTACTS. 16. GC IS RESPONSIBLE FOR FINDING AND LOCATING ALL UNDERGROUND UTILITIES IN AREAS OF EXCAVATION PRIOR TO DIGGING. ACCIDENTAL INTERRUPTION OF THESE SERVICES DURING CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE GC. PRIOR TO DIGGING, GC TO CALL LOCAL UTILITY LOCATION SERVICE. 17. IF THERE IS ARE CONFLICTING DETAILS ON PLANS THE MORE COSTLY METHOD IS TO BE COMPLETED 18. CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INCLUDE ACCESS PATH AS REQUIRED FOR ACCESS TO PLUMBING, MECHANICAL, ELECTRIC, OR FIRE LINES. SHEET INDEX RESTAURANT DESIGN STRUCTURAL ENGINEER CLIENT ARCHITECT 1330 OLYMPIC BLVD. SANTA MONICA, CA 90404 CONTACT: JOHN DODSON TEL: 310-452-5533 X204 EMAIL: DODSON@ADNARCH.COM ARMET DAVIS NEWLOVE ARCHITECTS CONTACT: TEL: FAX: ELECTRICAL ENGINEER T.B.DSOILS ENGINEER CIVIL ENGINEER TRAFFIC CONSULTANT M/P ENGINEER PROPERTY OWNER FIRE DEPARTMENT NOTES 1. FIRE EXTINGUISHERS: LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS TO BE DETERMINED 2. STREET ADDRESS MUST BE PROVIDED ON THE FRONT OF THE BUILDING, PLAINLY VISIBLE FROM ROADWAY WHICH BUILDING IS ADDRESSED. NUMBERS MUST BE OF A COLOR WHICH CONTRASTS WITH THEIR BACKGROUND. 3. PROVIDE IDENTIFICATION FOR ALL UNITS OR SUITES. SUCH IDENTIFICATION SHALL ALSO BE PROVIDED ON ALL UTILITY SHUT OFF DEVICES. 4. NATIONAL FIRE PROTECTION ASSOCIATION, STANDARD 25, CHAPTER 4 REQUIRES ALL PRIVATE HYDRANT SYSTEMS TO BE SERVICED ANNUALLY TO ENSURE PROPER OPERATING FUNCTIONING. SERVICE SHALL INCLUDE LUBRICATING HYDRANTS ANNUALLY TO KEEP ALL STEMS, CAPS, PLUGS, ANT THREADS IN PROPER OPERATING CONDITION. HYDRANTS SHALL BE KEPT FREE OF MATERIALS AND PROTECTED AGAINST MECHANICAL DAMAGE SO THAT FREE ACCESS IS ENSURED. THE SERVICE, AND ANY NECESSARY REPAIRS, ARE THE RESPONSIBILITY OF THE PROPERTY OWNER. 5. PRIVATE FIRE HYDRANTS, SPRINKLER CONTROL AND POST INDICATOR VALVES, RISERS AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA SAFETY RED 6. MAIN EXIT DOORS SHALL BE PROVIDED WITH A DURABLE SIGN OF ONE INCH (1") LETTERS ON CONTRASTING BACKGROUND INDICATING, "THIS DOOR IS TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED NOTE: ONLY ONE DOOR OR SET OF DOORS MAY BE DESIGNATED AS THE MAIN EXIT. 7. ADDITIONAL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (SINGLE ACTION). 8. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED BY CITY ORDINANCE. UNDER SEPARATE COVER, SUBMIT PLANS FOR THE AUTOMATIC FIRE SPRINKLER SYSTEM(S) AND OBTAIN APPROVAL FROM THE FIRE DEPARTMENT PRIOR TO INSTALLATION. SYSTEMS EXCEEDING 99SPRINKLER HEADS SHALL BE PROVIDED WITH SUPERVISORY SERVICE AND SHALL BE MONITORED BY AN APPROVED FACILITY. POST INDICATOR VALVES, DETECTOR CHECK CONTROL VALVES AND WATER FLOW SWITCHES ARE REQUIRED TO BE CENTRAL STATION MONITORED. HAVE ALARM CONTRACTOR SUBMIT PLANS AND OBTAIN APPROVALS PRIOR TO INSTALLATION. ALARM CONTRACTOR SHALL PROVIDE A COPY OF A MAINTENANCE CONTRACT COMPLYING WITH N.F.P.A. 72. 9. THE NAMES, ADDRESSES AND TELEPHONE NUMBERS OF THE BUILDING OWNERS(S), MANAGEMENT COMPANY, EMERGENCY CONTACTS AND MANAGER(S) MUST BE PROVIDED TO THE FIRE INSPECTOR NO LATER THAN THE FINAL FIRE INSPECTION. 10. AN INSPECTION BY THE FIRE DEPARTMENT IS REQUIRED PRIOR TO OCCUPANCY. CONTACT INSPECTOR TO SCHEDULE THE INSPECTION. NOTE: FAILURE TO CALL FOR YOUR INSPECTION IS A VIOLATION OF THE CALIFORNIA FIRE CODE AND MAY RESULT IN CRIMINAL PROSECUTION. 11. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION OF A BUILDING SHALL BE IN ACCORDANCE WITH 1994 UFC ARTICLE 87. 12. THE ACCESS DOOR TO THE FIRE SPRINKLER RISER ROOM SHALL HAVE A PERMANENT SIGN ON IT INDICATING " FIRE RISER ROOM ". SAFEGUARDS DURING CONSTRUCTION 3302.3 FIRE SAFETY DURING CONSTRUCTION FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THIS CODE AND THE APPLICABLE PROVISIONS OF CHAPTER 33 OF THE CALIFORNIA FIRE CODE. 3305.1 FACILITIES REQUIRED SANITARY FACILITIES SHALL BE PROVIDED DURING CONSTRUCTION, REMODELING OR DEMOLITION ACTIVITIES IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. SECTION 3312 AUTOMATIC SPRINKLER SYSTEM 3312.1 COMPLETION BEFORE OCCUPANCY IN BUILDINGS WHERE AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED BY THIS CODE, IT SHALL BE UNLAWFUL TO OCCUPY ANY PORTION OF A BUILDING OR STRUCTURE UNTIL THE AUTOMATIC SPRINKLER SYSTEM INSTALLATION HAS BEEN TESTED AND APPROVED, EXCEPT AS PROVIDED IN SECTION 111.3. 3312.2 OPERATION OF VALVES OPERATION OF SPRINKLER CONTROL VALVES SHALL BE PERMITTED ONLY BY PROPERLY AUTHORIZED PERSONNEL AND SHALL BE ACCOMPANIED BY NOTIFICATION OF DULY DESIGNATED PARTIES. WHEN THE SPRINKLER PROTECTION IS BEING REGULARLY TURNED OFF AND ON TO FACILITATE CONNECTION OF NEWLY COMPLETED SEGMENTS, THE SPRINKLER CONTROL VALVES SHALL BE CHECKED AT THE END OF EACH WORK PERIOD TO ASCERTAIN THAT PROTECTION IS IN SERVICE. SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION 3313.1 WHERE REQUIRED AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE SITE. 1. ADMINISTRATION A. ALL WORK SHALL BE IN CONFORMANCE WITH THE CODES IDENTIFIED IN THE GOVERNING CODES SECTION LISTED BELOW. 2022 CALIFORNIA BUILDING CODE AND JURISDICTIONAL AMENDMENTS (CBC) 2022 CALIFORNIA MECHANICAL CODE AND JURISDICTIONAL AMENDMENTS (CMC) 2022 CALIFORNIA PLUMBING CODE AND JURISDICTIONAL AMENDMENTS (CPC) 2022 CALIFORNIA ELECTRICAL CODE AND JURISDICTIONAL AMENDMENTS (CEC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE AND JURISDICTIONAL AMENDMENTS 2022 CALIFORNIA FIRE CODE AND JURISDICTIONAL AMENDMENTS (CFC) 2022 CALIFORNIA ENERGY CODE AND JURISDICTIONAL AMENDMENTS CITY CODES AND ORDINANCES B. CITY OF ONTARIO BUILDING DIVISION ENFORCES CHAPTER 11.B FOR DISABLED ACCESS COMPLIANCE AND DOES NOT REVIEW OR APPROVE PLANS FOR ADA COMPLIANCE. SEE CHAPTER 11.B OF 2022 CALIFORNIA BUILDING CODE 2. OCCUPANCY A. PRIMARY OCCUPANCY (CHAPTER 3)B 3. BUILDING AREA A. CONSTRUCTION TYPE (CHAPTER 5):V-B B. FULLY SPRINKLERED PER CHAPTER 9:YES FIRE ALARM SYSTEM:YES C. ALLOWABLE (FOR GROUP "M & A-2" MORE RESTRICTIVE WHERE APPLICABLE): 1. MAXIMUM ALLOWABLE STORIES (TABLE 504.4): 2 STORIES 2. MAXIMUM ALLOWABLE HEIGHT FOR SPRINKLERED BUILDING (TABLE 504.3): 60 FT. MAXIMUM ALLOWABLE FLOOR AREA FOR SPRINKLERED BLDG. (TABLE 506.2): 24,000 INCREASE FOR YARDS (NONE -NOT USED): 0 SF TOTAL ALLOWABLE FLOOR AREA PER STORY: 24,000 SF D. ACTUAL: 1) ACTUAL STORIES: 1 STORY 2) ACTUAL HEIGHT (FROM GRADE PLANE) 26'-00" 3) ACTUAL FLOOR AREA: 1,302.08 SF FLOOR AREA UNDER HORIZONTAL SOLID PROJECTIONS/ ROOF: 467 SF TOTAL GROSS FLOOR AREA: 1,769 SF FLOOR AREA OF TENANT SPACE: 2841 SF FLOOR AREA IS ACCEPTABLE BECAUSE 12,500 S.F. < 24,000 S.F. (FULL BUILDING) 3. OCCUPANCY SEPARATIONS A. BUILDING IS CLASSIFIED AS NON-SEPARATED PER SECTION 508.3 NO OCCUPANCY SEPARATIONS REQUIRED 5. TYPE OF CONSTRUCTION A. CONSTRUCTION TYPE (SEC. 602.5): TYPE V-B, FULLY SPRINKLERED PER NFPA B. FIRE RESTITIVE CONSTRUCTION REQUIREMENTS (TABLE 601): a. PRIMARY STRUCTURE 0 HR b. EXTERIOR BEARING WALL 0 HR c. INTERIOR BEARING WALL 0 HR d. EXTERIOR WALLS (< 10-FEET FIRE SEPARATION -TABLE 602) 1 HR e. EXTERIOR WALLS ( 10-FEET OR MORE FIRE SEPARATION TABLE 602) 0 HR f. INTERIOR NON-BEARING WALL 0 HR g. FLOOR CONSTRUCTION & ASSOC. SECONDARY MEMBERS 0 HR h. ROOF CONSTRUCTION & ASSOC. SECONDARY MEMBERS 0 HR 6. OCCUPANT LOAD DINING ROOM: 18 FIXED SEATS CONCENTRATED LOAD: 40 SQ. FT. / 5 = 8 KITCHEN LOAD: 535 SQ. FT. / 200 = 2 TOTAL: 28 LEGAL DESCRIPTION SHEET # SHEET NAME REVISION A0 TITLE SHEET AS1.0 SITE PLAN A.1 FLOOR PLAN A.2 FINISH PLAN A.3 REFLECTED CEILING PLAN A.4 FRONT ELEVATION A.5 WALL & CEILING DETAILS R.1 ROOF PLAN MP0.1 HVAC FLOOR PLAN (FOR REFERENCE ONLY) M.1 HVAC MECHANICAL PLAN (FOR REFERENCE ONLY) M2.1 CAPTIVE AIRE (FOR REFERENCE ONLY) M2.2 CAPTIVE AIRE (FOR REFERENCE ONLY) M2.3 CAPTIVE AIRE (FOR REFERENCE ONLY) T24 ENERGY FORMS (FOR REFERENCE ONLY) E10 GENERAL NOTES, ELECTRICAL NOTES, AND SYMBOL LIST (FOR REFERENCE ONLY) E20 SINGLE LINE DIAGRAM & PANEL SCHEDULES (FOR REFERENCE ONLY) E30 PANEL SCHEDULES (FOR REFERENCE ONLY) E40 POWER PLAN (FOR REFERENCE ONLY) 1330 OLYMPIC BLVD. SANTA MONICA, CA 90404 CONTACT: KAVEH DOLATABADY TEL: 310-452-0575 L&D ENGINEERING SITE LOCATION HOSPITALITY REST. SUPPORT CENTER CONTACT: RICK LESAGE EMAIL: rick.lesage@hospitalityrsc.com TEL: 949-633-5512 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REN. 5/31/25 A.0 I I Bldg #101120150 APPROVALS: PLNG - C. Santana BLDG - CSG 2841 W MacArthur Blvd Unit# E12/11/2024 01 FLOOR PLAN SCALE: 1/4" = 1'-0" ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REN. 5/31/25 A.1 PLAN VIEW ELEVATION VIEW 2841 W MacArthur Blvd Unit# E12/11/2024 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REN. 5/31/25 A.2 Y: \ A c t i v e P r o j e c t s \ B r u e g g e r s B a g e l s \ 2 3 - B B - # 3 0 6 S a n t a A n a \ D r a w i n g s \ 0 0 - A . 2 - F i n i s h P l a n . d w g , 5 / 1 / 2 0 2 4 1 0 : 3 1 : 5 4 A M , d a n i e l 2841 W MacArthur Blvd Unit# E12/11/2024 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REN. 5/31/25 A.3HOOD CONNECTION TO FRAMINGCEILING GRID TO PARTITION WALL 2841 W MacArthur Blvd Unit# E12/11/2024 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REN. 5/31/25 A.4 2841 W MacArthur Blvd Unit# E12/11/2024 01 02 03 05 04 06 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REN. 5/31/25 A.5 2841 W MacArthur Blvd Unit# E12/11/2024 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REN. 5/31/25 AS1.0SITE PLAN Y: \ A c t i v e P r o j e c t s \ B r u e g g e r s B a g e l s \ 2 3 - B B - # 3 0 6 S a n t a A n a \ D r a w i n g s \ 0 0 - A . 0 - A S . 0 - S i t e P l a n . d w g , 4 / 3 0 / 2 0 2 4 5 : 3 5 : 3 8 P M , d a n i e l 2841 W MacArthur Blvd Unit# E12/11/2024 ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 REN. 5/31/25 R.1 ROOF PLAN Y: \ A c t i v e P r o j e c t s \ B r u e g g e r s B a g e l s \ 2 3 - B B - # 3 0 6 S a n t a A n a \ D r a w i n g s \ 0 0 - R . 1 - R o o f P l a n . d w g , 5 / 1 / 2 0 2 4 1 0 : 4 5 : 1 1 A M , d a n i e l 2841 W MacArthur Blvd Unit# E12/11/2024 T F 2841 W MacArthur Blvd Unit# E12/11/2024 1.0 EXIST. PNL "A"=62.6 KVA 2.0 EXIST. PNL "B" + PNL "B1"=68.6 KVA TOTAL CONNECTED LOAD =131.3 KVA DIVIDE 208 V X SQRT 3 =364 AMPS TOTAL CONNECTED LOAD SUMMARY 2841 W MacArthur Blvd Unit# E12/11/2024 MOUNTING : FLUSH EXISTING PANEL A MAIN:MLO A.I.C. RATING : 10,000 VOLTS, 3 PHASE, 4 WIRE BUS:225A208 / 120 Ø AN Ø BN Ø CN Ø AN Ø BN Ø CN EXIST. ICE MAKER #4 Ckt Brk Misc Rec NOTE DESCRIPTION Volt-Amps Ltg Rec Misc Ckt Brk Ckt No A B C Ckt No Ltg Volt-Amps DESCRIPTION NOTE 1200 1 20/1 1 2 30 2400 1200 1 20/1 3 4 1 2400 1200 1 20/1 5 6 3 2400 1100 1 20/1 7 8 20/1 1 360 1100 1 20/1 9 10 20/1 1 900 3700 KTC 60 11 12 20/1 1 900 3700 2 13 14 40 2800 1100 KTC 20/1 15 16 KTC 2800 460 1 20/1 17 18 3 2800 1100 KTC 20/1 19 20 40 1 2400 1240 1 20/1 21 22 2 2400 1200 KTC 20/1 23 24 20 1400 1920 1 20/1 25 26 KTC 1400 1200 KTC 20/1 27 28 3 1400 1200 KTC 20/1 29 30 30 KTC 1800 1200 KTC 20/1 31 32 2 1800 1000 KTC 20/1 33 34 20/1 LCL 230 1000 KTC 20/1 35 36 20/1 LCL 360 460 1 20/1 37 38 20/1 900 1 20/1 39 40 30 KTC 1800 900 1 20/1 41 42 2 1800 Ø AN Ø BN Ø CN VA VA VA 62,630 VA A VA VA VA -VA VA VA VA 738 VA VA VA VA -VA VA VA VA -VA VA VA VA -VA VA 14,900 VA 36,200 VA @ 13 VA@65%9,685 VA@65%23,530 VA@65% VA VA VA 25,840 VA VA VA VA -VA VA VA VA 50,108 VA ADEMAND BALANCED LINE CURRENT = 139.2 A HIGH LINE CURRENT (ØA) = 147 LARGEST MOTOR @ 25%:--- 17,640 16,473 15,995 DEMAND LOAD LIGHTING LOAD @ 125%:--- OTHER LCL @ 125%:-288 450 CONNECTED RECEPTACLE LOAD: 5,860 REMAINDER @ 50%:--- CONNECTED KITC. LOAD @ Q'TY:12,000 9,300 VA OTHER NON LCL LOAD @ 100%:9,840 10,140 --- FIRST 10,000 VA @ 100%:--- KITC. LOAD @ DEMAND FACTOR:7,800 6,045 VA@65% PANEL CALCULATION CONNECTED LOAD CONNECTED LOAD:21,840 19,670 21,120 CONNECTED BALANCED LINE CURRENT = 174 A HIGH LINE CURRENT (ØA) = 182 EXIST. REF. DISP. CASE #68B EXIST. REF. DISP. CASE #68A EXIST. REMOTE COMP. #69 EXIST. REF. COLD PAN #67 SPARE EXIST. TILTING KETTLE #33 EXIST. ICE/SODA DISP.. #63 EXIST. DOWNLIGHTS EXIST. ICE/SODA DISP.. #63 EXIST. TRACK LIGHTING EXIST. HOT COCOA DISP. #52 EXIST. COFFEEMAKER #54 EXIST. COFFEE GRINDER #55 EXIST. SODA/ICE DISP. #49 EXIST. HOT FOOD UNIT #43 EXIST. ICE TEA BREWER #47 EXIST. DISPS JCE #46 CDR #51, WMR #53 EXIST. BAGEL RACK #41 EXIST. COFFEE MAKER #56 EXIST. U.C. REGRIGS. #40 EXIST. BAGEL OVEN #35 EXIST. 12 GAL. KETTLE #21 EXIST. DISH MACHINE #21 EXIST. WORKTABLE #12 EXIST. SODA SYSTEM #20 EXIST. PREP COUNTER #23 EXIST. SODA SYSTEM #20 EXIST. TIMECLOCK #16 EXIST. COOLER BLOWER COIL #18 EXIST. COOLER LTS. DR. HTR #6 EXIST. COOLER REM. COMP. #1A EXIST. ICE MAKER #4 MOUNTING : FLUSH EXISTING PANEL B MAIN:MLO A.I.C. RATING : 10,000 VOLTS, 3 PHASE, 4 WIRE BUS:225A208 / 120 Ø AN Ø BN Ø CN Ø AN Ø BN Ø CN 540 3 20/1 1 2 20/1 LCL 360 EXIST. GENERAL USE EXIST. TRACK LIGHTING EXIST. GENERAL USE EXIST. SALES AREA LTG Ckt Brk Misc Rec NOTE DESCRIPTION Volt-Amps Ltg Rec Misc Ckt Brk Ckt No A B C Ckt No Ltg Volt-Amps DESCRIPTION NOTE 540 3 20/1 3 4 20/1 LCL 600 900 1 20/1 5 6 20/1 LCL 600 900 1 20/1 7 8 20/1 LCL 600 900 1 20/1 9 10 20/1 LCL 600 900 1 20/1 11 12 20/1 LCL 600 900 1 20/1 13 14 20/1 LCL 600 864 1 20/1 15 16 20/1 LCL 600 864 1 20/1 17 18 20/1 LCL 300 3300 50 19 20 20/1 LCL 1000 3300 1 21 22 20/1 LCL 1000 3300 3 23 24 20/1 LCL 1000 3300 50 25 26 20/1 LCL 1000 3300 LM 27 28 20/1 LCL 1000 3300 3 29 30 20/1 LCL 1000 2000 40 31 32 20/1 LCL 1000 2000 1 33 34 20/1 1 400 2000 3 35 36 20/1 1 400 7500 100 37 38 20/1 2 360 7500 1 39 40 20/1 7500 3 41 42 20/1 Ø AN Ø BN Ø CN VA VA VA 68,628 VA A VA VA VA -VA VA VA VA 14,825 VA VA VA VA 1,440 VA VA VA VA -VA VA VA VA -VA VA -VA -VA VA -VA -VA VA VA VA 55,328 VA VA VA VA 2,475 VA VA VA VA 74,068 VA ADEMAND BALANCED LINE CURRENT = 205.7 A HIGH LINE CURRENT (ØA) = 211 LARGEST MOTOR @ 25%:825 825 825 25,325 24,379 24,364 19,164 REMAINDER @ 50%:--- CONNECTED KITC. LOAD @ Q'TY:--VADEMAND LOAD LIGHTING LOAD @ 125%:--- OTHER LCL @ 125%:5,700 4,750 4,375 CONNECTED RECEPTACLE LOAD:900 540 - FIRST 10,000 VA @ 100%:--- KITC. LOAD @ DEMAND FACTOR:--VA OTHER NON LCL LOAD @ 100%:17,900 18,264 PANEL CALCULATION CONNECTED LOAD CONNECTED LOAD:23,360 22,604 22,664 CONNECTED BALANCED LINE CURRENT = 190.6 A HIGH LINE CURRENT (ØA) = 194.7 SPARE SUB-FEED NEW PANEL "B1"SPARE EXIST. TEL. BKBD. EXIST. BLDG. SIGN EXIST. WATER HEATER EXIST. PLUGMOLD EXIST. SECURITY SYST. EXIST. SHOW WINDOW LTG. EXIST. HEAT PUMP "MP-2"EXIST. SHOW WINDOW LTG. EXIST. SHOW WINDOW LTG. EXIST. SHOW WINDOW LTG. EXIST. HEAT PUMP "MP-1"EXIST. SHOW WINDOW LTG. EXIST. SHOW WINDOW LTG. EXIST. MAKE UP AIR "MA-1"EXIST. BACKROOM/REST RMS. EXIST. EXH. FAN "EF-1"EXIST. TRACK LIGHTING EXIST. COUNTER POWER EXIST. TRACK LIGHTING EXIST. COUNTER POWER EXIST. TRACK LIGHTING EXIST. CASH REGISTERS EXIST. TRACK LIGHTING EXIST. CASH REGISTERS EXIST. TRACK LIGHTING EXIST. CASH REGISTERS EXIST. TRACK LIGHTING EXIST. GENERAL USE EXIST. TRACK LIGHTING MOUNTING : FLUSH NEW PANEL B1 MAIN:MLO A.I.C. RATING : 10,000 VOLTS, 3 PHASE, 4 WIRE BUS:100A208 / 120 Ø AN Ø BN Ø CN Ø AN Ø BN Ø CN 2500 30 1 2 30 2500 OVEN DECK 1 (7.7 KW)OVEN DECK 2 (7.7 KW) Ckt Brk Misc Rec NOTE DESCRIPTION Volt-Amps Ltg Rec Misc Ckt Brk Ckt No A B C Ckt No Ltg Volt-Amps DESCRIPTION NOTE 2500 KTC 3 4 KTC 2500 2500 3 5 6 3 2500 7 8 30 2500 9 10 KTC 2500 11 12 3 2500 Ø AN Ø BN Ø CN VA VA VA 22,500 VA A VA VA VA -VA VA VA VA -VA VA VA VA -VA VA 7,500 VA 22,500 VA @ 3 VA@90%6,750 VA@90%20,250 VA@90% VA VA VA -VA VA VA VA -VA VA VA VA 20,250 VA ADEMAND BALANCED LINE CURRENT = 56.3 A HIGH LINE CURRENT (ØA = ØB = ØC) = 56.3 LARGEST MOTOR @ 25%:--- 6,750 6,750 6,750 DEMAND LOAD CONNECTED RECEPTACLE LOAD: - REMAINDER @ 50%:--- CONNECTED KITC. LOAD @ Q'TY:7,500 7,500 VA OTHER NON LCL LOAD @ 100%:-- --- FIRST 10,000 VA @ 100%:--- KITC. LOAD @ DEMAND FACTOR:6,750 6,750 VA@90% PANEL CALCULATION CONNECTED LOAD CONNECTED LOAD:7,500 7,500 7,500 CONNECTED BALANCED LINE CURRENT = 62.5 A HIGH LINE CURRENT (ØA = ØB = ØC) = 62.5 SPACE SPACE OVEN DECK 3 (7.7 KW) SPACE OVEN DECK 1 (7.7 KW)OVEN DECK 2 (7.7 KW) 2841 W MacArthur Blvd Unit# E12/11/2024 2841 W MacArthur Blvd Unit# E12/11/2024 2841 W MacArthur Blvd Unit# E12/11/2024 2841 W MacArthur Blvd Unit# E12/11/2024 2841 W MacArthur Blvd Unit# E12/11/2024 2841 W MacArthur Blvd Unit# E12/11/2024 2841 W MacArthur Blvd Unit# E12/11/2024 Y:\Water Operations\Engineering\Development\FOG Program\FSEs\1684 - 2841 W. MacArthur Blvd STE E\2024 June - 2841 W MacArthur Blvd. STE E (Bruggers Bagel)\Memorandum - Complete.docx GREASE INTERCEPTOR MEMORANDUM To: Pacific Bagel Partners – Applicant Date: June 25, 2024 From: Hector Medina – Assistant Engineer, PWA Water Resources Division Location: 2841 W. MACARTHUR BLVD. SUITE 3E – BRUEGGER’S BAGELS 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: No improvements are required at this time. This FSE qualifies for at least one of the following condition(s): The proposed FSE’s FOG discharges are projected to be negligible and will not likely cause a significant impact to the sewer system, or; The proposed remodeling work does not increase the current amount of FOG generated, or; The proposed remodeling work does not require: 1) under the slab plumbing in the kitchen area, 2) an increase in the net public seating area, 3) an increase in the size of the kitchen area, or 4) any change in the size or type of food preparation equipment, or This is an existing FSE involving a change of ownership that will not result in an increase of FOG discharged to the sewer system. Special comments/conditions: The developer/owner acknowledges that no tenant improvements that include change of plumbing in the kitchen area, change of kitchen equipments, expansion of dining area, and or change in type of operations or use, are being performed at this time. The developer/owner has been notified that any improvements, that include that which is mentioned above, will result in the revocation of this waiver to install a grease interceptor. C/c: Water Resources Division Planning & Building Agency OC Health Care Agency Public Works Agency (Development) EEC Environmental Applicant 2841 W MacArthur Blvd Unit# E12/11/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 2841 W MacArthur Blvd Unit# E12/11/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 2841 W MacArthur Blvd Unit# E12/11/2024 STRUCTURAL CALCULATIONS PROJECT: Brueggers Bagels -Santa Ana, CA Hood Analysis DESIGN ASSUMPTIONS Concrete Strength at 28 days: ≔f'c 2500 psi Masonry (Grade N Concrete Block): ≔f'm 2000 psi Mortar (Type S): ≔f'm 2000 psi Grout:≔f'g 2000 psi Reinforcing Steel:A-615 Grade 40 (#4 and less)≔Fy40 40000 psi Grade 60 (#5 and larger)≔Fy60 60000 psi Structural Steel: A-36 Yield Strength:≔Fy 50000 psi Lumber: Douglas Fir-Larch ≔Es ⋅29 10 6 psi 4x Joists, Beams and Posts: #2 (UON)≔Fv4x 95 psi ≔Fb4x 900 psi ≔E4x ⋅1.6 10 6 psi 6x Joists, Beams and Posts: #1 (UON)≔Fv6x 85 psi ≔Fb6x 1350 psi ≔E6x ⋅1.6 10 6 psi Studs:Stud Grade (UON) Manufactured: PSL:≔FvPSL 290 psi LSL:≔FvLSL 310 psi ≔FbPSL 2900 psi ≔FbLSL 2325 psi ≔EPSL ⋅2.0 10 6 psi ≔ELSL ⋅1.55 10 6 psi DESIGN LOADS: ROOF DEAD LOAD WALL DEAD LOAD SLOPING FLAT ≔DLwallext 16 psf Rooﬁng: Plywood: Joists: Insul. & Clg: Sprink: Misc: 4 psf 2 psf 5 psf 1 psf 2 psf 2 psf ≔DLwallint 10 psf ROOF LIVE LOAD ≔LLroofslope 20 psf ≔LLrooﬄat 20 psf ≔DLroofslope 16 psf FLOOR LIVE LOAD ≔DLrooﬄat 16 psf ≔LLﬂoorint 40 psf ≔LLﬂoorext 60 psf ≔LLﬂoorexit 100 psf SOIL DESIGN VALUES Report by: CBC MINIMUMS Reporty No.: N/A Report Date: 2019 CBC Bearing Pressure: ≔qb 1500 psf These calculaons are limited only to the items included herein, selected by the client and do not imply approval of any other poron of the structure by this oﬃce. These calculaons are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. Job No.Designed By Date 24-349.10 RT 10/14/2024 LATERAL ASSUMPTIONS: San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 2841 W MacArthur Blvd Unit# E12/11/2024 2841 W MacArthur Blvd Unit# E12/11/2024 2841 W MacArthur Blvd Unit# E12/11/2024 STRUCTURAL CALCULATIONS LATERAL ASSUMPTIONS: Vercal & Lateral Analysis of Hood SEISMIC DESIGN Site Class:D Seismic Design Value:≔SDS 1.04 Component Ampliﬁcaon Factor:≔ap 6.5 Response Modiﬁcaon Factor:≔Rp 6.5 Importance Factor:≔Ip 1.0 Aachment Point/Roof Height (z/h):≔z 1 Operang Weight:≔Wp 311 lbf Horizontal Force:≔Fp ⋅0.7 ⎛ ⎝ ⋅⋅⋅0.4 ap SDS Ip Rp ⎛⎝+1 2 ⎛⎝z⎞⎠⎞⎠ ⎞ ⎠ Wp Horizontal Force (minimum):≔Fpmin ⋅⋅⋅⋅0.7 0.3 SDS Ip Wp =Fp 271.69 lbf =Fpmin 67.922 lbf Hood to be aached with 7x19 min. aircra cable ea. corner Tension in cable ≔Tmax =―――Fp cos ⎛⎝45 °⎞⎠384.23 lbf Use 7x19 min. aircra cables each corner w/ 1/4" bent plate w/ 2-1/2" dia. M.B. Gravity Analysis ≔Ph =――Wp 2 155.5 lbf Hood load to each side ≔Panchor =―Ph 4 38.88 lbf Load to each corner Use 2-#10 x 3 1/2" wood screws ea. stud to wall & 1/2" dia. hanger rod w/ 1/4" bent plate w/ 1/2" dia. M.B. ea. rod Allowable Values for Single Shear 1/4" Steel Plate (NDS 11D) ≔Fmb 490 lbf ≔Fplate =⋅2 Fmb 980 lbf > Panchor 2-1/2" M.B. w/ 1/4" PL is San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 2841 W MacArthur Blvd Unit# E12/11/2024 STRUCTURAL CALCULATIONS Check exising framing for new hood ≔DL 14 psf ≔LL 20 psf ≔TL =DL LL 34 psf ≔L 39 ≔w =⎛⎝⋅TL 2 ⎞⎠68 plf ≔Vexist =⎛ ⎝⋅w ―L 2 ⎞ ⎠1326 lbf ≔Mexist = ⎛ ⎝⋅w ―L 2 8 ⎞ ⎠12928.5 ⋅lbf ≔Vnew =+⎛ ⎝⋅w ―L 2 ⎞ ⎠ ⎛ ⎝⋅Panchor ―――20 22.5 ⎞ ⎠1360.556 lbf ≔Mnew = ⎛ ⎝⋅w ―L 2 8 ⎞ ⎠ ⎛ ⎝ ⋅⋅Panchor⎞⎠17 22 39 ⎞ ⎠13301.301 ⋅lbf Percent Change:=⋅−Mnew Mexist Mexist 100 3 (ok) San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 2841 W MacArthur Blvd Unit# E12/11/2024 STRUCTURAL CALCULATIONS Check exising framing for worst case MA-1 ≔wp 237 lbf ≔DL 14 psf ≔Prtu =―wp 2 118.5 lbf (# of framing members under new unit)≔LL 20 psf ≔TL =DL LL 34 psf ≔L 39 ≔w =⎛⎝⋅TL 2.67 ⎞⎠90.78 plf ≔v =+⎛ ⎝⋅w ―L 2 ⎞ ⎠ ⎛ ⎝ Prtu 2 ⎞ ⎠1829.46 lbf ≔Mexist =⋅w ―L 2 8 17259.55 ⋅lbf ≔Mnew =+ ⎛ ⎝⋅w ―L 2 8 ⎞ ⎠ ⎛ ⎝ ⋅⋅Prtu 8 31 39 ⎞ ⎠18013.086 ⋅lbf ≔Mpercent =――――−Mnew Mexist Mnew 0.04 (Exisng framing ok, less than 5%)) San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, (858) 679-8989, Fax (858) 679-8959 2841 W MacArthur Blvd Unit# E12/11/2024