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Home My WebLink About113 E Fourth St - PlanScale: 1/4"=1'-0" OCCUPANT LOAD1 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY T-1.0 FD # & < NUMBER AND ANGLE @ AT A A.B. ANCHOR BOLT A.C. ASPHALTIC COVERING A.P. ACCESS PANEL A/C AIR CONDITIONING ACOUS ACOUSTIC ACT ACOUSTIC TILE ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTER OR ALTERNATE ALUM ALUMINUM ANOD ANNODIZED APPROX APPROXIMATE ARCH ARCHITECTURE ASPH ASPHALT B B.U.R. BUILT UP ROOFING BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLKG BLOCKING BOT BOTTOM C C.B. CATCH BASIN CIP CAST-IN-PLACE CLG CEILING CLOS. CLOSET CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN. CONNECTION CONST CONSTRUCTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR. CONTRACTOR CTR CENTER CTSK COUNTERSUNK CW COLD WATER D D E (E) EA EJ EL EXISTING EACH EXPANSION JOINT ELEVATION ELEC ELECTRICAL ELEV ELEVATION ENCL ENCLOSURE EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXP EXPANSION EXPO EXPOSED EXT EXTERIOR F FA FIRE ALARM FAU FORCED AIR UNIT DEEP, DEPTH DBL DOUBLE DET DETAIL DIM DIMENSION DN DS DOWN DOWNSPOUT DWG DRAWING DWR DRAWER FLOOR DRAIN FDN FOUNDATION FG FINISH GRADE FIN FINISH FLASH FLASHING FLR FLOOR FLUOR FLOURESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FPRF FIREPROOFING FRMG FRAMING FS FT FULL SIZE FOOT, FEET FTG FOOTING FURR FURRING, FURRED G G NATURAL GAS GA GAUGE GALV GALVANIZED GND GROUND GR GRADE GYP GYPSUM H H HB HC HIGH HOSE BIB HOLLOW CORE HDWD HARDWOOD HDWR HARDWARE HORIZ HORIZONTAL HR HT HOUR HEIGHT HVAC HEATING, VENTILATION & AIR CONDITIONING HW HOT WATER I ID INCL INSIDE DIAMETER INLCUDE, INCLUDING INSUL INSULTATION INT INTERIOR J JST JT T T JOIST JOINT L LAM LAMINATE LF LVR LOUVER M MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MFG MANUFACTURING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL MULL MULLION N N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O O/ OVER OA OVERALL W W WEST W/ WITH W/O WITHOUT WD WOOD WH WATER HEATER WP WATERPROOFING WPM WATERPROOFING MEMBRANE WT WEIGHT TREAD T&B TOP & BOTTOM T&G TONGUE & GROOVE TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY LINEAR FEET THK THICK, THICKNESS THRES THRESHOLD TOS TOP OF SLAB TOW TOP OF WALL TP TS TV TYP TYPICAL U UNF UNFINISHED UON UNLESS OTHERWISE NOTED V VERT VERTICAL VIF VOL VOLUME R RAD RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCED REQ REQUIRED RESIL RESILIENT REV REVISION RFG ROOFING RM ROOM RO ROUGH OPENING S S SC SOUTH SOLID CORE SCHED SCHEDULE SECT SECTION SEP SEPARATION, SEPARATE SHT SHEET SIM SIMILAR SLDG SLIDING SPEC SPECIFICATION SQ SQUARE STD STANDARD STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED SYS SYSTEM OBSC OBSCURE OC ON CENTER OD OUTSIDE DIAMTER OD OVERFLOW DRAIN OPNG OPENING OPP OPPOSITE P PERIM PERIMETER PL PLAS PLASTER PLBG PLUMBING PLYWD PLYWOOD PR PAIR PROPERTY LINE TOP OF PAVEMENT TOP OF STEEL TELEVISION VERIFY IN FIELD 1 A X.XDM DEMOLITION GRIDLINE WINDOW SYMBOL 100.A REFERENCE N0. ROOM NO. SHEET NO. MATCH LINE SIDE CONSIDERED PORTION IS THE THE SHADED BUILDING GRID LINES DEMOLITION GRID NUMBER FLOOR LEVEL 3 REVISION CLOUD (CLOUD AROUND REVISION NO. REV. OPTIONAL) DOOR SYMBOL 100.1 REFERENCE N0. ROOM NO. ROOM LABEL ROOM NAME ROOM NAME 101 FLOOR LEVEL ROOM NO. DETAIL AREA REFERENCE A9.2 5 DETAIL NO. SHEET NO. 4 A3-3.01 SHEET NO. SECTION SECTION NO. EXTERIOR X XX-XX ELEVATION ELEVATION NO.X SHEET NO. WALL TYPE PARTITION NUMBER INTERIOR ELEVATION 4 XX-XX 1 3 SHEET NO. CEILING HEIGHT 123 8'-0"CEILING HEIGHT OR EQUIPMENT EQUIPMENT NO. ARCHITECTURAL NORTH WORK POINT, CONTROL POINT OR DATUM POINT NORTH ARROW 14'-2 1/2" 2 ELEVATION NO. DIMENSION STRING TRUE N O R T H SYMBOL LEGEND N.T.S. ABBREVIATIONS N.T.S SHEET INDEX VICINITY MAP SCOPE OF WORK TENANT IMPROVEMENT FOR A NEW RESTAURANT, INTERIOR REMODEL TO ADD (N) TWO TYPE I HOODS, WALK IN COOLER, COOKING EQUIPMENT& NON BEARING PARTITION WALLS. BUILDING CODE NOTES: 1. REFERENCE CODES: 1.1 2022 CALIFORNIA BUILDING CODE 1.2 2022 CALIFORNIA MECHANICAL CODE 1.3 2022 CALIFORNIA PLUMBING CODE 1.4 2022 CALIFORNIA ELECTRICAL CODE 1.5 2022 CALIFORNIA TITLE-24 ENERGY CODE 1.6 2022 CALIFORNIA FIRE CODE 1.7 2022 CALIFORNIA GREEN BUILDING STANDARDS 1.8 2023 CITY OF SANTA ANA AMENDMENTS CODES 2. LEGAL DESCRIPTION APN#:398-328-01 (TOWN OF SANTA ANA LOT 6 AND 7-10 INC AND PORLOTS 1-5 INC LOT 1-10 LOT AREA:62,552 SF TRACT No:TN OF SANTA ANA BLOCK:15 MRLA 2/51 LOT SIZE:76,6/76 SQ.FT RESTAURANT AREA.3,093 SQ.FT OCC. LOAD: 68 OUTDOOR DINING:956 SQ.FT. OCC. LOAD 63 3. (EX.) OCCUPANCY GROUP : A-2 4. (EX.)CONSTRUCTION TYPE: TYPE III-A ( SPRINKLERED) 5. # OF STORIES: 5 6. PARKING :(EX.) OFFSITE PARKING 7. # EXITS:2 TENANT: MECHANICAL PLUMBING: MEHRDAD HAJILOO P: (818) 826-1627 E: imagine.archla@gmail.com ELECTRICAL: Joseph Zhang JS Engineering 705 Los Olivos Dr., San Gabriel, CA 91775 626-497-0558 DESIGNER: Steven Garcia P: (818) 826-1627 E: imagine.archla@gmail.com PROJECT CONTACT INFORMATION PROJECT DESCRIPTION Josue Maldonado josue@tacosloscholos.com 714-829-0755 T-1.0 ARCHITECTURAL -VICINITY MAP, SITE PLAN -STANDARD ABBREVIATIONS -SCOPE OF WORK, SHEET INDEX T-1.1 ARCHITECTURAL -RENDERS T-1.2 ARCHITECTURAL -SITE PLAN T-1.3 ARCHITECTURAL -GENERAL NOTES A-1.0 ARCHITECTURAL -EXISTING PLAN, GEN. NOTES A-1.1 ARCHITECTURAL -PROPOSED FLOOR PLAN A-1.2 ARCHITECTURAL -DIMENSIONAL PLAN A-1.3 ARCHITECTURAL -EGRESS PLAN A-1.4 ARCHITECTURAL -REFLECTED CEILING PLAN A-1.5 ARCHITECTURAL -CEILING & FRAMING DETAILS A-2.0 ARCHITECTURAL -DETAILS, RESTROOM PLAN/ELEV. A-2.1 ARCHITECTURAL -ACCESSIBLE DETAILS A-3.0 ARCHITECTURAL -FRAMING DETAILS, DOOR SCHEDULE A-3.1 ARCHITECTURAL -INTERIOR ELEVATIONS A-3.2 ARCHITECTURAL -INTERIOR ELEVATIONS A-4.0 ARCHITECTURAL -FRAMING DETAILS A-4.1 ARCHITECTURAL -HOOD ATTACHMENT DETAIL KIT-1 ARCHITECTURAL -EQUIPMENT PLAN, EQUIPMENT SCHEDULE, HEALTH NOTES, SITE PLAN M-0.1 MECHANICAL -STANDARD DETAILS, GENERAL NOTES M-0.2 MECHANICAL -STANDARD DETAILS M-1.0 MECHANICAL -HVAC PLAN M-1.1 MECHANICAL -HOOD PLAN, HOOD CALC., AIR BALANCE M-1.2 MECHANICAL -HOOD SECTIONS M-2.0 MECHANICAL -ROOF PLAN, EQUIPMENT SCHEDULE M-3.0 MECHANICAL -UL LISTED HOOD SPEC SHEET M-3.1 MECHANICAL -UL LISTED HOOD SPEC SHEET M-4.0 MECHANICAL -TITLE 24 M-4.1 MECHANICAL -TITLE 24 M-4.2 MECHANICAL -TITLE 24 E-1 ELECTRICAL -NOTES, EQUIPMENT PLAN. E-2 ELECTRICAL -SINGLE LINE DIAGRAM, PANEL LOAD SCHED -POWER PLAN E-3 ELECTRICAL -LIGHTING PLAN E-4 ELECTRICAL -ROOF PLAN E-5 ELECTRICAL -TITLE 24 P-0.1 PLUMBING -GENERAL NOTES, STANDARD DETAILS P-0.2 PLUMBING -TITLE 24 P-1.0 PLUMBING -WASTE & VENT PLAN P-1.1 PLUMBING -WASTE & VENT PLAN RISER DIAGRAM P-2.0 PLUMBING -HOT & COLD WATER PLAN P-2.1 PLUMBING -HOT & COLD ISOMETRIC PLAN P-2.2 PLUMBING -SPEC SHEETS P-3.0 PLUMBING -GAS PLAN & RISER DIAGRAM P-3.1 PLUMBING -ISOMETRIC GAS PLAN MEP'S, FIRE SPRINKLER SYSTEM,FIRE ALARM, FIRE SUPPRESSION SYSTEM- UL 300 ARE DEFERRED SUBMITTALS AND ARE THE RESPONSIBILITY OF THE TENANT. IMAGINE ARCHITECTURE SCOPE OF WORK DOES NOT INCLUDE THESE ITEMS. AND IS NOT RESPONSIBLE FOR ANY CHANGES, MODIFICATIONS, OR ADDITIONS TO THE FIRE SPRINKLER SYSTEM, OR FIRE SUPPRESSION SYSTEM. ANY SIGN RELATED WORK IS UNDER A SEPARATE PERMIT WATER CLOSETS (FIXTURES PER PERSON) MALE 1: 1-50 2: 51-150 TYPE OF BUILDING OR OCCUPANCY RESTAURANT OCC. A-2 FEMALE 1: 1-25 2: 26-50 URINALS (FIXTURES PER PERSON) ALL GENDER 1: 1-200 LAVATORIES (FIXTURES PER PERSON) MALE 1: 1-150 FEMALE 1: 1- 150 MALE 1 FEMALE 2 MIN. REQUIRED: PROVIDED:MALE 1 MALE 1 FEMALE 1 PLUMBING OCCUPANT LOAD FACTOR FOR UNIT 68 / 2 = 34 34MALE l 34FEMALE DRINKING FOUNTAINS / FACILITES (FIXTURES PER PERSON) OTHER 1:1-250 1 SERVICE SINK OR LAUNDRY TRAY 1 NOTE: TWO UNISEX RESTROOMS PROVIDED THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E 4TH ST. SANTA ANA, CA 92701 TOLL BROTHERS APARTMENT LIVING 23422 MILL CREEK DRIVE, SUITE 105 LAGUNA HILLS, CA 92653 949-573-7300 ATTN: JOHN HYDE OWNER: 2 Bldg #101121740 Plumb #30148096 Mech #40139753 Elect #20184590 APPROVALS: PLNG - F. Arias BLDG/MECH/PLUMB - CSG POLICE - B. Martin PUBLIC WORKS - B. Sarlak 113 E Fourth St 4/16/2025 T-1.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 UP DN UP DN UP RE F REF FD FD FD FD FD FD ADAD AD AD AD AD AD AD AD ADAD REF FE C FE C FEC FEC FE C FE C FEC UNIT L1 1/A-43.4 1-132 UNIT L2 3/A-43.4 1-130 UNIT L2 3/A-43.4 1-128 13 . 0 9 % 5. 0 3 % STAIR-4 1-271 401 N. MAIN ST. SUITE D TRASH 1-110C STAIR-1 1-150 STAIR-2 1-160 ELEV-2 1-161 LOBBY 1-120 BIKE STORAGE 1-122 MECHANICAL ROOM 1-123 1.48% 7. 9 2 % -0' - 6 1/4" MPOE 1-473 ELECTRICAL ROOM 1-107 STORAGE 1-117A TRASH AREA STORAGE 1-117B ELEV-1 1-154 ELEV. EQUIP. 1-121 TRASH 1-110A 0' - 0 1/4" 0' - 3 3/256" -0' - 3 1/2"-0' - 6 1/4" -0' - 6 1/4" -1' - 3 3/4" -0' - 6 1/4" BOOSTER PUMP 1-110 1124 S.F. (1) 4 ton @ 300 sq. ft./ton T-1.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 Scale: NTS SITE PLAN1 a. b. d. c.# SHEET INTERIOR ELEVATION DESIGNATION # SHEET INT. SECTION/ DETAIL DESIGNATION SECTION DESIGNATION # SHEET NORTH ARROW DESIGNATION EXIT SIGN DESIGNATION PATH OF TRAVEL, UNOBSTRUCTED MIN. 4'-0" SIDEWALK , MAX. 2% SLOPE @ LANDINGS & 5% @ WALKS 2 113 E Fourth St 4/16/2025 T-1.3 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 GENERAL CONDITIONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERING A COMPLETE AND USABLE FACILITY WHICH WILL FUNCTION PER THE DESIGN INTENT OF THE CONSTRUCTION DOCUMENTS. THE INTENT OF THESE DRAWINGS IS TO PROVIDE DIRECTION TO BUILD AND COMPLETE THE CONSTRUCTION OF TENANT IMPROVEMENTS OF AN EXISTING GROUND FLOOR LEASED AREA FOR FOOD SERVICE PURPOSES AND LOCATED IN CALIFORNIA. 2. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE FEDERAL, STATE & LOCAL CODES, REGULATIONS, LAWS, ORDINANCES AND MANUFACTURER'S RECOMMENDATIONS AND TRADE AND REFERENCE STANDARDS. IN CASE OF CONFLICT, MOST STRINGENT REQUIREMENTS SHALL APPLY. REFER TO BUILDING AND SITE DATA AND PROJECT STATISTICS FOR REFERENCE CODE INFORMATION. 3. THE DRAWINGS AND SPECIFICATIONS WERE PREPARED TO THE BEST OF OUR KNOWLEDGE TO CONFORM WITH 2022 CALIFORNIA BUILDING CODE AS ADAPTED AND AMENDED BY THE GOVERNING REGULATORY AGENCIES. SHOULD THE CONSTRUCTION BE DELAYED BEYOND IMMEDIATE PERMITTING, THESE DRAWINGS SHOULD BE REVIEWED FOR CONFORMITY WITH LOCAL AND NATIONAL REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN APPLICABLE CODES AND REGULATIONS AND REFERENCED STANDARDS OF THESE DRAWINGS, THE MORE STRINGENT PROVISIONS SHALL APPLY AND THE GREATER QUANTITY AND THE HIGHER QUALITY (AS DETERMINED BY ARCHITECT) SHALL BE FURNISHED. NO VARIATION REQUIRED BY A BUILDING OFFICIAL SHALL BE BINDING ON THE DESIGNER. 4. REFERENCE AND INCORPORATE PROJECT MANUAL AND ALL CONSULTANT/OWNER SPECIFICATIONS, SURVEYS, AND TESTING REPORTS AS PART OF THE COMPLETE CONSTRUCTION DOCUMENT SET. 5. EACH AND EVERY PART OF THE BUILDING (FRAMING, FINISHES, EQUIPMENT, ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL BUILDING SYSTEMS) SHALL BE INSTALLED AND CONNECTED BY THE CONTRACTOR AND BE FULLY OPERATIONAL. CONTRACTOR IS REQUIRED TO PROVIDE AND CONNECT ALL UTILITIES REQUIRED FOR SUCH ITEMS. ALL WORK AND NECESSARY RELATED WORK REQUIRED TO PROVIDE A FULLY OPERATIONAL BUILDING WITHIN THE SCOPE OF WORK SHALL BE INCLUDED IN THE TOTAL BID, INCLUDING ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TAXES, FEES, SPECIAL INSPECTIONS, INSURANCE, ETC. 6. CONTRACTOR IS FULLY RESPONSIBLE FOR COORDINATING SUBCONTRACTORS AND ALL MEANS AND METHODS OF INSTALLATION AND SEQUENCING RELATED TRADES. 7. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ALL DIMENSIONS BY FIELD MEASUREMENT AND SHALL TAKE ANY AND ALL MEASUREMENTS NECESSARY TO VERIFY THE DRAWINGS OR PERFORM THE WORK PROPERLY . IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES AND OBTAIN CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED WORK. ANY DISCREPANCIES SHALL BETWEEN THE DRAWINGS AND THE DIMENSIONS SHALL NOT BE THE REASON FOR ANY EXTRA COST OR DELAY IN THE EXECUTION OF THE WORK AND SHALL BE PERFORMED PER THE INTENT OF THE CONTRACT DOCUMENTS AT NO EXTRA COST TO THE OWNER (THE ARCHITECT SHALL B E CONSULTED IN ALL CASES WHERE CUTTING INTO A PORTION OF THE BUILDING IS EITHER DESIRABLE OR NECESSARY SO THAT THE SATISFACTORY REINFORCEMENT MAY BE PROVIDED) 8. OTHER WORK NOT INCLUDED IN THIS CONTRACT WILL BE EXECUTED DURING THE CONTRACT TIME, INCLUDING BUT NOT EXCLUSIVE TO FURNITURE INSTALLATION AND TELECOMMUNICATION CABLING. MAKE ALL PROVISIONS FOR NOT IN CONTRACT (N.I.C.) ITEMS, COOPERATE WITH PERSONNEL AND PROVIDE ACCESS TO AREAS, SERVICES, ETC. COORDINATED CONSTRUCTION ACTIVITIES UNDER THIS CONTRACT WITH N.I.C. ACTIVITIES SO AS NOT TO IMPEDE THEIR WORK AND SCHEDULE. 9. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF ELECTRICAL, TELECOMMUNICATION, PLUMBING, MECHANICAL, AND SECURITY SYSTEM WORK. ESTABLISH ROUTING FOR PIPING, WIRING, DUCTWORK, AND CONDUIT PARALLEL WITH THE LINE OF THE BUILDING U.O.N. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS. IN FINISHED AREAS CONCEAL PIPING, DUCTWORK WIRING AND CONDUITS. 10. THE CONTRACTOR SHALL APPLY FOR AND OBTAIN AT HIS EXPENSE, ALL PERMITS REQUIRED BY REGULATORY AGENCIES. THE CONTRACTOR'S COSTS SHALL INCLUDE THE COST OF PROPER INSURANCE AS REQUIRED BY STATE AND LOCAL LAWS. NATIONAL BUILDING REGULATIONS OR CODES TO ADEQUATELY PROTECT PERSONS AND PROPERTY. A COPY OF SUCH INSURANCE COVERAGE SHALL BE FURNISHED TO THE OWNER AND LANDLORD PRIOR TO COMMENCEMENT OF ANY WORK. 11. PRIOR TO BEGINNING WORK, PROVIDE CERTIFICATE OF INSURANCE, PAYMENT AND PERFORMANCE BONDS AS REQUIRED. 12. LIEN WAIVERS AND PAYMENT AFFIDAVITS SHALL BE REQUIRED FROM THE CONTRACTOR, SUBCONTRACTOR, AND VENDORS AT ALL PROGRESS PAYMENTS AND FINAL PAYMENT BEFORE ANY PAYMENT NEED BE MADE BY THE OWNER. 13. ALL WORK PERFORMED BY CONTRACTOR AND SUBCONTRACTORS SHALL BE WARRANTED FOR CORRECTION OR REPLACEMENT OF DEFECTIVE WORK FOR THE PERIOD OF 1 YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 14. THE CONTRACTOR SHALL NOT DETAIL, ORDER AND/OR FABRICATE ANY MATERIAL WITHOUT FIRST COORDINATING THE SAME WITH ACTUAL FIELD CONDITIONS. THE CONTRACTOR ALONE IS RESPONSIBLE THE PROPER FITTING AND CONNECTION OF MATERIALS AND EQUIPMENT. 15. INSTALL PREFABRICATED ITEMS AND FINISHES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PREPARE ALL ADJOINING FINISHES, FRAMING AND FLASHINGS PER MANUFACTURER'S RECOMMENDATIONS WHERE MAINTENANCE OR INSTALLATION INSTRUCTIONS ARE NOT PROVIDED OR ARE IN CONFLICT WITH THE DRAWINGS OR SPECIFICATIONS, THE FURNISHING CONTRACTOR SHALL PROVIDE COPIES TO ALL AFFECTED SUBCONTRACTORS 16. ALL ITEMS LISTED OR CALLED OUT ON THE DRAWINGS BY MANUFACTURER AND MODEL NUMBER ARE TO SET PERFORMANCE STANDARDS FOR QUALITY AND FUNCTION. ALTERNATE ITEM TYPES MAY BE SUBMITTED TO THE ARCHITECT OR DESIGNER FOR REVIEW. FOR ITEMS SPECIFIED "OR EQUAL" THE ARCHITECT OR DESIGNER ALONE SHALL DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY CONTRACTOR. 17. CHANGES IN THE WORK: DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION 18. WHEREVER THE WORD "PROVIDE" IS USED IT SHALL MEAN CONTRACTOR TO PROVIDE AND INSTALL U.O.N. 19. OWNER FURNISHED ITEMS OR ITEMS "BY OTHERS" ARE TO BE PURCHASED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR COORDINATING DIMENSIONS, POWER AND OTHER SPECIAL REQUIREMENTS WITH THE PROVIDER OF SUCH PRODUCTS. 21. SUBMITTALS: SUBMIT SAMPLES, SHOP DRAWING, & PRODUCT DATA TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. SEE ENGINEER CONSULTANT AND INTERIOR DESIGN DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTS 22.1. PROCEDURES SUBMITTAL PREPARATION - CONTRACTOR MAY USE ANY OR ALL OF THE FOLLOWING OPTIONS: A. SUBCONTRACTORS AND SUPPLIERS PROVIDE ELECTRONIC (PDF) SUBMITTALS TO CONTRACTOR VIA THE SUBMITTAL EXCHANGE WEBSITE. B. SUBCONTRACTORS AND SUPPLIERS PROVIDE PAPER SUBMITTALS TO GENERAL CONTRACTOR WHO ELECTRONICALLY SCANS AND CONVERTS TO PDF FORMAT. C. SUBCONTRACTORS AND SUPPLIERS PROVIDE PAPER SUBMITTALS TO SCANNING SERVICE WHICH ELECTRONICALLY SCANS AND CONVERTS TO PDF FORMAT. 22.1. CONTRACTOR SHALL REVIEW AND APPLY ELECTRONIC STAMP CERTIFYING THAT THE SUBMITTAL COMPLIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS INCLUDING VERIFICATION OF MANUFACTURER / PRODUCT, DIMENSIONS AND COORDINATION OF INFORMATION WITH OTHER PARTS OF THE WORK. 22.2. CONTRACTOR SHALL TRANSMIT EACH SUBMITTAL TO ARCHITECT USING THE SUBMITTAL EXCHANGE WEBSITE, WWW.SUBMITTALEXCHANGE.COM. 22.3. ALLOW ARCHITECT ONE WEEK TO REVIEW AND COMMENT. ARCHITECT'S REVIEW WILL BE FOR CONFORMANCE WITH DESIGN CONCEPT ONLY. 22.4. ARCHITECT / ENGINEER REVIEW COMMENTS WILL BE MADE AVAILABLE ON THE SUBMITTAL EXCHANGE WEBSITE FOR DOWNLOADING. CONTRACTOR WILL RECEIVE EMAIL NOTICE OF COMPLETED REVIEW. 22.5. DISTRIBUTION OF REVIEWED SUBMITTALS TO SUBCONTRACTORS AND SUPPLIERS IS THE RESPONSIBILITY OF THE CONTRACTOR. 22.6. THE COST OF SUBMITTAL EXCHANGE SERVICES HAS BEEN PAID IN FULL BY THE OWNER. 23. PRODUCT DATA SUBMITTALS: CONTRACTOR SHALL SUBMIT ALL PRODUCT INFORMATION, OPERATION AND MAINTENANCE MANUALS, MATERIAL SAFETY DATA SHEETS AND WARRANTEE INFORMATION FOR ALL PRODUCTS PRODUCT SUBMITTALS SHALL INCLUDE A. LIGHT FIXTURES, SWITCHING, SENSORS B. EQUIPMENT, APPLIANCES AND FIXTURES PROVIDED BY CONTRACTOR C. HVAC EQUIPMENT D. PONT OF SALE EQUIPMENT E. HARDWARE CUT SHEETS F. DOOR AND HARDWARE SCHEDULE AND CUT SHEETS G. PLUMBING FIXTURES, DEVICES, ACCESSORIES AND EQUIPMENT H. OUTDOOR SEATING, BARRIERS, TABLES 25. SHOP DRAWINGS SUBMITTALS: SHALL BE SCALED SHOWING EQUIPMENT IN RELATION TO BUILDING COMPONENTS WALLS, FINISHES AND RELATED EQUIPMENT, DRAWINGS SHALL INDICATED (MANUFACTURER, MAKE & MODEL #) AND PIPE/DUCT SIZES AND LAYOUT, MOUNTING REQUIREMENTS, AND CLEARANCES. PROVIDE SHOP DRAWINGS IN .DWG AND .PDF FORMAT. A. CASEWORK AND MILLWORK SHOP DRAWINGS B. HVAC DUCT LAYOUT AND EQUIPMENT C. FIRE SPRINKLER LAYOUT D. AV EQUIPMENT AND MENU BOARD E. CUSTOM KITCHEN EQUIPMENT F. SIGNAGE (SUBMIT ONE ADDITIONAL COPY TO LANDLORD) 26. WORK SCHEDULE: CONTRACTOR MUST SUBMIT A WORK SCHEDULE TO THE ARCHITECT PRIOR TO BEGINNING THE WORK. THE SCHEDULE WILL INCLUDE SHOP DRAWING REVIEW PERIODS, SUBCONTRACTORS, INSPECTIONS AND APPLICATIONS FOR PAYMENTS AND DATE OF SUBSTANTIAL COMPLETION. THE SCHEDULE SHALL INCLUDE CRITICAL PATH ACTIVITIES. CONTRACTOR SHALL PROVIDE AN UPDATED PROGRESS SCHEDULE WITH EACH APPLICATION FOR PAYMENT. 27. CLOSEOUT: WITHIN 14 DAYS OF SCHEDULED COMPLETION, CONTRACTOR SHALL SUBMIT REQUEST FOR PAYMENT FOR SUBSTANTIAL COMPLETION WITH A PUNCH LIST OF ITEMS REMAINING FOR FINAL COMPLETION. WITHIN 5 DAYS OF RECEIPT OF CONTRACTOR'S PUNCH LIST, ARCHITECT AND OWNER SHALL OBSERVE PROGRESS AND PROVIDE A FINAL PUNCH LIST FOR COMPLETION. 28. FINAL PAYMENT: PRIOR TO RELEASE OF FINAL PAYMENT CONTRACTOR SHALL SUPPLY TO THE OWNER A PROJECT MANUAL IN A 3 RING BINDER CONTAINING THE FOLLOWING: A. FINAL INSPECTION RECORDS AND CERTIFICATE OF OCCUPANCY B. ALL PAYMENT APPLICATIONS AND RECEIPTS C. LIST OF SUBCONTRACTORS AND CONTACT INFORMATION D. RELEASE OF LIENS FOR ALL WORK COMPLETED BY CONTRACTOR AND SUBCONTRACTOR. E. STATEMENT OF WARRANTEE ON LABOR F. BINDER OF OPERATION AND MAINTENANCE DATA FOR ALL PRODUCTS, MATERIALS AND EQUIPMENT ALL PRODUCT LITERATURE, WARRANTEES, AND MANUFACTURER CONTACT INFORMATION FOR ALL PRODUCTS AND ASSEMBLIES. G. SPARE PARTS, REPLACEMENT PARTS AND MATERIALS AS PROVIDED BY EQUIPMENT MFR'S FINAL CLEANING OF SURFACES BY A PROFESSIONAL SERVICE. H. REPRODUCIBLE DRAWINGS WITH AS-BUILT CONDITIONS NOTED. I. SPECIFIED QUANTITIES OF MAINTENANCE MATERIALS. J. HVAC BALANCE REPORT. 29. DEFERRED PERMIT SUBMITTALS & APPROVALS: PRIOR TO COMMENCING WORK SPECIFIED BELOW, CONTRACTOR SHALL SUBMIT ALL DOCUMENTATION, ENGINEERING AND TRADE PERMIT APPLICATIONS, AND FEES AS REQUIRED TO THE GOVERNING AGENCY FOR PERMIT. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWINGS AND SPECIFICATIONS OF WORK PRIOR TO SUBMITTING AND SHALL SUBMIT 2 COPIES TO THE ARCHITECT FOR REVIEW. DIFFERED SUBMITTAL ITEMS SHALL INCLUDE: A. MODIFICATIONS TO FIRE SPRINKLER AND FIRE ALARM 30. CONTRACTOR SHALL RETAIN A COMPETENT FULL-TIME REPRESENTATIVE SATISFACTORY TO THE OWNER AND TENANT, TO BE PRESENT AT THE JOB SITE DURING CONSTRUCTION ACTIVITY ON THE PROJECT. THE REPRESENTATIVE SHALL NOT BE CHANGED EXCEPT WITH THE CONSENT OF THE OWNER. THE REPRESENTATIVE SHALL BE IN FULL CHARGE OF THE WORKS AND ALL INSTRUCTIONS GIVEN TO THE REPRESENTATIVE SHALL BE BINDING. 31. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF THE CONTRACT DRAWINGS FOR RECORD MARK-UP PURPOSES THROUGHOUT THE CONTRACT TIME. MARK UP THESE DRAWINGS DURING THE COURSE OF WORK TO SHOW BOTH CHANGES AND ACTUAL INSTALLATION IN SUFFICIENT FORM TO COMPRISE A COMPLETE RECORD FOR THE OWNER'S PURPOSES. GIVE PARTICULAR ATTENTION TO WORK WHICH WILL BE CONCEALS AND DIFFICULT TO MEASURE AND RECORD AT A LATER DATE, AND TO WORK WHICH MAY REQUIRE SERVICING OR REPLACEMENT DURING THE LIFE OF THE PROJECT. BIND PRINTS INTO MANAGEABLE SETS WITH DURABLE PAPER COVERS LABELED "AS-BUILT DRAWINGS", AND TRANSMIT TO OWNER. 32. THE ARCHITECT OF RECORD SHALL BE THE LEAD POINT OF CONTACT FOR ALL QUESTIONS, CLARIFICATIONS, AND REQUESTS FOR INFORMATION. ALL CHANGES TO THE CONTRACT DOCUMENT AND RESULTING CHANGES TO THE CONTRACT SUM (IF ANY) OR CHANGES IN THE PROJECT DURATION (IF ANY) WILL BE ISSUED AND/OR APPROVED BY OWNER AND ARCHITECT OF RECORD. 33. CONSTRUCTION PROGRESS MEETINGS SHALL OCCUR WEEKLY AND BE ATTENDED BY CONTRACTOR, ARCHITECT AND/OR OWNER. MEETINGS SHALL BE AT THE JOB SITE OR BY TELECONFERENCE JOB SITE PREPARATION, PROTECTION AND MAINTENANCE 1. BEFORE BEGINNING WORK VERIFY LOCATION OF ALL EXISTING UTILITIES. MAINTAIN ALL SYSTEMS, SUCH AS BUT NOT LIMITED TO, WATER, SEWER, POWER, TELEPHONE, ETC. THAT SUPPLY THIS AND OTHER BUILDINGS ON THE SITE OR ADJACENT SITES DURING ALL PHASES OF THE WORK. 2. SCHEDULE AND PERFORM WORKS SO THAT OTHER TENANTS IN THE BUILDING ARE NOT DISTURBED. SCHEDULE ALL WORK FOR REGULAR BUSINESS HOURS UNLESS OTHERWISE NOTED BY BUILDING REGULATIONS OR THE CONTRACT DOCUMENTS. PROVIDE 48 HOURS NOTIFICATION TO ALL AFFECTED PARTIES OF ANY INTERRUPTIONS REQUESTED. PROVIDE LOOP SERVICE AS REQUIRED UNLESS ALL AFFECTED PARTIES ACCEPT THE INTERRUPTION REQUEST. 3. CONSTRUCTION OPERATION PROCEDURES AND METHODS ARE THE RESPONSIBILITY OF THE CONTRACTOR INSOFAR AS THEY DO NOT PRESENT HAZARDS TO PERSONNEL OR PROPERTY OR INFRINGE ON WORK SCHEDULES FOR NORMAL SITE ACTIVITIES, OTHER CONTRACTORS, VENDORS AND THE BUILDING'S STANDARDS FOR CONSTRUCTION ACTIVITIES. 4. VERIFY ACCESS TO JOB SITE, FREIGHT ELEVATION USE, SCHEDULE AND SIZE, AND CLEARANCES INTO AND OUT OF THE BUILDING. MAINTAIN AND PROVIDE SERVICE ACCESS AT ALL TIMES FOR ALL EQUIPMENT PER MFR. RECOMMENDATIONS. 5. PROJECT AREA SITE AND SIDEWALK SHALL BE MAINTAINED A CLEAN AND SAFE AT ALL TIMES. KEEP PROJECT AREA BROOM CLEAN. ALL DEBRIS SHALL BE REMOVED TO A LEGAL DISPOSAL AREA ON A REGULAR BASIS. PROVIDE CONSTRUCTION BARRIERS AND DUST CONTROL. PROVIDE VEHICLE GRAVEL MUD TRAP AT SITE ENTRANCE. ADJACENT ROADWAYS DRIVEWAYS AND SIDEWALKS SHALL BE KEPT CLEAR AND MUD AND GRAVEL AT ALL TIMES. PROVIDE PEDESTRIAN PROTECTION AS REQUIRED FOR SAFETY OF TENANTS, PEDESTRIANS AND JOBSITE PERSONNEL. 6. MAINTAIN ALL BUILDING LIFE SAFETY, FIRE PROTECTION, AND SECURITY SYSTEMS AT ALL TIMES. DO NOT BLOCK EXITS. 7. REPORT ANY HAZARDOUS MATERIALS ENCOUNTERED TO THE OWNER/LANDLORD. 8. DO NOT ALLOW ADHESIVE ODOR AND OTHER FUMES FROM CONSTRUCTION ACTIVITIES TO ENTER HVAC SYSTEM. 9. DAMAGE TO SIDEWALK OR ADJACENT PROPERTIES RESULTING FROM CONSTRUCTION ACTIVITY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. VERIFY SIDEWALK MAINTENANCE AND REPAIRS WITH GOVERNING ADJACENCY PRIOR TO COMMENCING WORK. TENANT'S CONTRACTOR WILL REPAINT AND/OR REPAIR LANDLORD'S PROPERTY (BULKHEADS, NEUTRAL PIERS, REAR CORRIDORS, ETC) DAMAGED DURING TENANT IMPROVEMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH PROFESSIONAL CLEANING OF THE ENTIRE FACILITY PRIOR TO OWNER TAKEOVER DATE. ALL EXPOSED HORIZONTAL AND VERTICAL SURFACES INCLUDING BUT NOT LIMITED TO THE FOLLOWING MUST BE WIPED CLEAN AND FREE OF DUST: WALLS, EXPOSED STRUCTURAL MEMBERS STAIRS AND RAILINGS, CABINETRY, DUCT WORK, SPRINKLER PIPES, INTERIOR AND EXTERIOR GLAZING. ALL FLOORS MUST BE MOPPED CLEAN. 13. PROVIDE ALL NECESSARY SHORING AND BRACING IN ORDER TO PERFORM THE WORK. CONTRACTOR IS RESPONSIBLE FOR ANY STRUCTURAL CALCULATIONS OR DRAWINGS REQUIRED FOR TEMPORARY SHORING OR BRACING. 14. ALL PERSONS WORKING AT THIS SITE MUST IMPLEMENT APPLICABLE PORTIONS OF THE STATE STORM WATER BEST MANAGEMENT PRACTICES MANUAL FOR CONSTRUCTION TO THE MAXIMUM EXTENT PRACTICABLE TO PREVENT EROSION AND SEDIMENT FROM ENTERING INTO THE STORM DRAIN SYSTEM. FAILURE TO UTILIZE ADEQUATE CONTROLS IS A VIOLATION OF LOCAL CODES AND ORDINANCES. A COPY OF THE MANUAL IS AVAILABLE UPON REQUEST AT THE PERMIT SERVICE CENTER AND AVAILABLE ONLINE AT WWW.CABMPHANDBOOKS.COM DEMOLITION AND WASTE MANAGEMENT 1. CONTRACTOR SHALL SUBMIT A WASTE REDUCTION MANAGEMENT PLAN PER LOCAL WASTE MANAGEMENT AUTHORITY REQUIREMENTS. PLAN SHALL INCLUDE PROJECT ADDRESS, DESCRIPTION, TYPE AND QUANTITY OF MATERIALS TO BE DISCARDED AND METHOD OF DISPOSAL (REUSE, RECYCLE, LANDFILL). PLAN MUST INDICATE MEANS AND METHODS FOR (ON-SITE) SEPARATION AND (OFF-SITE) LANDFILL DIVERSION DESIGNATING SPACE FOR SEPARATION AND DESCRIBING ENVIRONMENTAL CONTROL MEASURES (MUD, DUST, ODOR, AND NOISE CONTROL) A. REUSED (FIXTURES, EQUIPMENT, DOORS, WINDOWS, ETC.) B. RECYCLED (CONCRETE, EARTH, WOOD, METALS, GYPSUM, PAPER, CARPET) C. % OF MATERIALS TO LANDFILL 2. PRIOR TO BEGINNING WORK CONTRACTOR SHALL DESIGNATE AN AREA OF THE JOBSITE FOR WASTE MANAGEMENT AND RECYCLING THAT SHALL BE MAINTAINED SOLELY FOR THIS PURPOSE FOR THE DURATION OF THE PROJECT. 3. SEPARATE CONSTRUCTION DEBRIS AND SALVAGE FOR REUSE, RECYCLING AND REFUSE. REUSABLE ITEMS SHALL BE KEPT SECURE AND PROTECTED FROM WEATHER OR CONSTRUCTION AND SHALL INCLUDE BUT NOT LIMITED TO WINDOWS, DOORS, FIXTURES, TILE, LUMBER, FURNISHINGS AND EQUIPMENT. RECYCLABLE ITEMS SHALL INCLUDE BUT NOT LIMITED TO CARDBOARD, PAPER, SCRAP METAL, GLASS, UNPAINTED WOOD (NAILS OK), PALLETS, UNPAINTED SHEETROCK, LANDSCAPING COMPOSITE (SEPARATED FROM RUBBISH), CONCRETE, CARPET PAD. 4. IF USING A DEBRIS BOX, HAULING COMPANY MUST BE HAVE NON-EXCLUSIVE FRANCHISE APPROVED BY THE APPROPRIATE CITY WASTE MANAGEMENT AGENCIES. 5. WHERE NEW DOOR OR WINDOW IS SHOWN IN EXISTING OPENING VERIFY ROUGH OPENING REQUIREMENTS, REMOVE FRAMING AS REQUIRED. 6. PRIOR TO DEMOLITION CONTRACTOR TO WALK JOBSITE WITH OWNER TO CLEARLY INDICATE ITEMS TO BE SALVAGED FOR OWNER RE-USE. DISPOSAL OF ITEMS NOT SALVAGED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBJECT TO PROJECT WASTE REDUCTION PLAN. 7. REMOVE AND DISPOSE OF ALL ITEMS IN THE WAY OF NEW WORK WHETHER SHOWN OR NOT, U.O.N. PROTECT (E) WORK TO REMAIN. REPLACE ANY DAMAGED WORK TO REMAIN. PROTECT ITEMS TO BE REMOVED AND RELOCATED, SEE FURNISHING FIXTURE AND EQUIPMENT SCHEDULE FOR ITEMS TO BE SALVAGED AND RELOCATED. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND/OR REPLACEMENT OF ANY ITEMS DAMAGED AS THE RESULT OF DEMOLITION OR CONSTRUCTION. 8. IF USING A DEBRIS BOX, HAULING COMPANY MUST HAVE NON-EXCLUSIVE FRANCHISE APPROVED BY THE APPROPRIATE CITY WASTE MANAGEMENT AGENCIES. PREPARATION FOR NEW WORK 1. DISCONNECT ALL UTILITIES, WATER, SEWER, ELECTRIC AND GAS, AT LOCATIONS CLEAR OF PROJECT WORK AREAS. CLEARLY STAKE/DEMARK SERVICE DISCONNECT LOCATIONS. PROVIDE HOSE BIB WITH VACUUM BREAKER TYPE BACKFLOW PREVENTION DEVICE FOR DUST CONTROL. [CBC 3306] MAINTAIN ALL UTILITIES IN SAFE AND WORKING CONDITIONS AT ALL TIMES. REMOVE ALL ABANDONED UTILITIES AND CAP AT NEAREST BRANCH TO REMAIN. PROTECT EXISTING UTILITIES TO REMAIN. CAP OR EXTEND (E) UTILITIES TO FOR NEW WORK. DEACTIVATE AND DEMOLISH EXISTING OUTLETS THAT ARE NOT NOTED TO REMAIN, U.O.N. 2. FILL AND LEVEL ALL DAMAGED FINISHES AND SUBSTRATE. REPLACE EXISTING SUBSTRATES AS REQUIRED. PROVIDE SUBSTRATE FOR ALL FINISHES WITHIN MANUFACTURER'S DIMENSIONAL AND MOISTURE CONTENT TOLERANCES. VERIFY REQUIREMENTS WITH FINISH MFR. 3. SURFACES TO REMAIN, WHEN CUT, DAMAGED, OR OTHERWISE DISTURBED DURING DEMOLITION, INSTALLATION OF NEW WORK OR REMOVAL AND REINSTALLATION OF EXISTING ITEMS TO REMAIN SHALL BE RESTORED AS NECESSARY TO PROVIDE A SMOOTH, CLEAN, COMPLETELY, PROPERLY DETAILED AND FINISHED INSTALLATION WITH APPEARANCE, FUNCTION, AND WEARING QUALITIES EQUAL TO NEW WORK. REPAIR FIREPROOFING ON STRUCTURAL ELEMENTS AND FIRE RATED ASSEMBLIES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN THE INTEGRITY OF ALL SCAFFOLDING, DUST BARRIERS, BARRICADES, BRACING, SHORING, AND STRUCTURAL SYSTEMS REQUIRED FOR INSTALLATION OF NEW WORK. 4. CUT AND PATCH AND FINISH NEW MATERIAL TO MATCH ADJACENT (EXISTING) SURFACES TO REMAIN. REFINISH (E) ADJACENT FINISHES TO NEAREST MATERIAL BREAK POINT OR PLANAR TRANSITION I.E. INSIDE CORNER, EXISTING JOINT OR LOCATION APPROVED BY ARCHITECT. USE MATERIALS THAT ARE IDENTICAL TO EXISTING MATERIAL, U.O.N. USE MATERIALS WHOSE INSTALLED PERFORMANCE WILL EQUAL OR SURPASS THAT OF EXISTING MATERIALS INCLUDING SOUND AND FIRE RATINGS. IN NO CASES SHALL ANY CUT AND PATCHED MATERIALS IN EXPOSED OR OCCUPIED SPACES REDUCE THE BUILDING'S AESTHETIC QUALITIES, OR RESULT IN VISUAL EVIDENCE OF CUTTING AND PATCHING. WORK THAT IS CUT AND/OR PATCHED IN AN UNSATISFACTORY MANNER SHALL BE REPLACED TO THE ARCHITECT'S AND BUILDING OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. 5. ANY THROUGH SLAB ELECTRICAL, MECHANICAL, OR PLUMBING PENETRATIONS THAT ARE TO BE REMOVED OR ABANDONED MUST BE DONE SO FOLLOWING LANDLORD RULES AND REGULATIONS, AND SHALL MAINTAIN ALL FIRE RATINGS AND TENANT BARRIERS ANY NEW CORING THROUGH SLAB WILL REQUIRE SCANNING PROCEDURES OF SLAB PRIOR TO WORK. REVIEW WITH LANDLORD BUILDING ENGINEERS PRIOR TO CORING FOR ANY NEW ELECTRICAL, MECHANICAL, OR PLUMBING. 6. ALL MATERIAL, EQUIPMENT AND HARDWARE BEING INSTALLED AND/OR CONNECTED INTO THE BUILDING RISERS, SYSTEMS AND INFRASTRUCTURE, SHALL BE APPROVED IN ADVANCE BY THE BUILDING MANAGEMENT PRIOR TO CONTRACTOR INSTALLING IT 7. ALL "KITCHEN AND WET AREAS" AREAS ON ALL FLOORS ABOVE GRADE SHALL INCLUDE A WATER TIGHT MEMBRANE TO PREVENT WATER MIGRATION TO THE FLOOR BELOW. THIS MEMBRANE SHALL COVE UP THE WALLS AND PIPE PENETRATIONS INSIDE WALLS SHALL ALSO BE SEALED WATER TIGHT. LATICRETE 9235 SYSTEM AND/OR ELASTO-DECK 5500 SYSTEM. VERIFY APPROPRIATE SYSTEM WITH THE BUILDING CHIEF ENGINEER PRIOR TO PROCEEDING. FRAMING 1. DIMENSIONS SHOWN ARE TO FACE OF FINISH U.O.N. FOLLOW NUMERICAL DIMENSIONS. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DIMENSION LINES SHOW FACE OF FINISH UNLESS OTHERWISE NOTED. HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR, U.O.N. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT PRIOR APPROVAL FROM ARCHITECT. 2. ALL CLEAR DIMENSIONS SHALL BE CONSTRUCTED TO WITHIN 1/8" TOLERANCE ALONG THE FULL DIMENSIONED LENGTH. DIMENSIONS NOT INDICATED AS CLEAR SHALL BE EXACT WITHIN 1/8" IN 10'-0" ALONG FULL HEIGHT AND LENGTH OF PARTITIONS. CONTRACTOR SHALL NOT ADJUST DIMENSIONS MARKED "CLEAR" OR "CLR" WITHOUT APPROVAL FROM THE ARCHITECT. 3. DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS OCCUR IN SIMILAR CONDITIONS. 4. ARCHITECT TO REVIEW FRAMING, PLUMING, AND ELECTRICAL PRIOR TO DRYWALL. CHARGES TO REFRAME UNREVIEWED PARTITIONS WILL NOT BE ACCEPTED. 5. PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL AND CEILING MOUNTED/BRACED COMPONENTS PER EQUIP. MFR. REQUIREMENTS, UNLESS OTHERWISE NOTED. SEE PLANS AND ELEVATIONS FOR LOCATIONS AND TYPICAL MOUNTING HEIGHTS. 6. PROVIDE THERMAL INSULATION WITH MOISTURE BARRIER ON INSIDE AT NEW WALLS AND WALLS/CEILINGS OPENED FOR CONSTRUCTION IN THERMAL ENVELOPE. R-19 INSULATION AT ALL EXTERIOR WALLS AT WALLS, R-30 AT EXTERIOR FLOORS AND ROOF. SEE TITLE 24 REQUIREMENTS. SEE BUILDING SECTIONS AND TITLE 24 REQUIREMENTS FOR BUILDING INSULATION AND THERMAL MOISTURE PROTECTION. 7. ONLY MATERIALS PERMITTED BY CONSTRUCTION TYPE STATED, ARE ALLOWED. PER CBC TABLE 601 AND SECTION 603 FOR TYPE I AND TYPE II BUILDINGS WHEN APPLICABLE. 8. ALL LUMBER SHALL BE D.F.-LARCH #2 OR BETTER, S.S.D. U.O.N. WHERE POSSIBLE USE WOOD BASED MATERIALS AND PRODUCTS CERTIFIED IN ACCORDANCE WITH THE FORESTRY STEWARDSHIP COUNCIL'S PRINCIPLES AND CRITERIA FOR WOOD COMPONENTS INCLUDING, BUT NOT LIMITED TO STRUCTURAL FRAMING, GENERAL DIMENSIONAL FRAMING, FLOORING, FINISHES, FURNISHINGS, BRACING AND FORM WORK.PROVIDE CHAIN OF CUSTODY DOCUMENTATION FOR ALL NON-FSC CERTIFIED WOOD. 9. FLUSH FRAMED JOISTS SHALL BE ATTACHED W/ STL. JOIST HANGERS, SIMPSON OR EQ. EXPOSED HARDWARE TO BE SIMPSON APG SPECIALTY COLLECTION (SHOP PAINTED) 10. ALL FRAMING LUMBER IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED WITH ALKALINE COPPER QUAT (ACQ) OR COPPER AZOLE (CBA-A, CBA-B). NO COPPER CHROMATED COPPER ARSENATE (CCA). FASTENERS, FRAMING HARDWARE AND ALL METALS IN CONTACT WITH PRESSURE TREATED TO BE GALVANIZED SPECIFIED BY MANUFACTURER FOR USE WITH PRESSURE TREATED LUMBER. 11. ALL WOOD NAILERS, BLOCKING, RAISED PLATFORM FRAMING, PLYWOOD AND WHERE DETAILED OR REQUIRED FOR THE ATTACHMENT OF FINISHED MATERIALS SHALL BE PRESSURE TREATED WITH FIRE RETARDANT CHEMICALS IN ACCORDANCE WITH ASTM #84-77. THE MATERIAL SHALL BEAR THE IDENTIFICATION OF AN AUTHORITATIVE TESTING OR INSPECTION AGENCY ACCEPTABLE TO THE GOVERNING AGENCY WITH THE PERFORMANCE RATING THEREOF. 12. WOOD MOLDINGS, TRIM PANELS, SHALL BE DIRECTLY ATTACHED TO A FIRE-RESISTIVE SUBSTRATE WITH MECHANICAL FASTENERS AND/OR ADHESIVE. FURRING IF REQUIRED, SHALL BE FIRE-STOPPED WITH SOLID BLOCKING SPACED A MAXIMUM OF 8' ON CENTER. WOOD FURRING WHERE REQUIRED SHALL BE FIRE-TREATED LUMBER CONFORMING WITH ASTM E84 AND HAVING THICKNESS NOT LESS THAN 1-1/4" 13. PROVIDE BACKING AND/OR BLOCKING CONCEALED IN WALLS FOR WALL MOUNTED ACCESSORIES AND ITEMS. 14. VERIFY PARTITION THICKNESS FOR INTERNAL INCLUSIONS SUCH AS PLUMBING, PANEL BOXES, FIRE EXTINGUISHER CABINETS, ETC 15. LOCATE AND PROVIDE SERVICE ACCESS FOR ALL EQUIPMENT PER MFR. RECOMMENDATIONS AND AS REQUIRED BY CODE FOR ALL UNOCCUPIED SPACES. MIN. SIZES FOR ATTIC ACCESS 20x30 w/30" HEADROOM AND CRAWLSPACE 18x24 (CBC 1209) ACCESS PANELS SHALL BE TIGHT FITTING FLUSH TRIMMED AND PAINT. TEXTURE AND FINISH TO MATCH ADJACENT WALL TEXTURE., TYP. U.O.N. HINGES AND HARDWARE SHALL BE CONCEALED WITH MAGNETIC CATCH. ATTIC, 16. INSULATE WALLS WITH PLUMBING WITH ACOUSTIC FACED BATT INSULATION U.O.N. AND ACOUSTIC SEALANT, WRAP ALL PLASTIC WASTE LINES. SEE TITLE 24 FOR THERMAL REQUIREMENTS. 17. CAULK OR SEAL ALL ACCESSIBLE MAJOR CRACKS AND JOINTS AND OTHER OPENINGS IN BUILDING EXTERIOR. SEAL ALL ACCESSIBLE MAJOR OPENINGS FROM THE CONDITIONED LIVING SPACE INTO UNHEATED AREAS, INCLUDING, BUT NOT LIMITED TO, THOSE FOUND AROUND PLUMBING VENT PIPES, ELECTRICAL WIRING, OR FURNACE FLUE PIPES. FINISHES D 1. SEE FINISH SCHEDULE FOR ALL INTERIOR FINISHES. SEE EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES. 2. TOILET AND BATHROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE EXTENDING UP WALLS A MIN OF 6". TUB AND SHOWER WALLS TO BE A SMOOTH, HARD, NONABSORBENT SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT TO A MIN. HT. OF 72" ABOVE DRAIN INLET. TOILET ROOM WALLS WITHIN 24" OF URINALS OR TOILETS SHALL HAVE SMOOTH HARD, NONABSORBENT SURFACE TO MIN 48" ABOVE FLOOR. (CBC 1210). SEE FIN. SCHEDULE AND DETAILS. 3. THRESHOLDS OR CHANGES IN FLOOR SURFACES SHALL NOT EXCEED 1/4" VERTICAL. CHANGES IN ELEVATION BETWEEN 1/4" AND 1/2" SHALL BE SLOPED NO GREATER THAN 1:2. (CBC 11B-303) CHANGES GREATER THAN 1/2" SHALL BE RAMPED 1:12 (CBC 11B-303.4) 4. WHERE NO THRESHOLD OR SILL IS INDICATED, FLOORING SHALL BE CONTIGUOUS BETWEEN ADJOINING ROOMS WITH NO TRANSITIONS, BREAKS, OR THRESHOLDS U.O.N. CLOSET FLOORING SHALL BE SAME MATERIAL AS ADJOINING ROOM U.O.N. 5. MARINE GRADE PLYWOOD SHALL BE USED AT ALL WET LOCATIONS INCLUDING SUBSTRATES FOR STONE AND TILE FINISHES . U.O.N. 6. GYP. BD. SHALL NOT BE STORED ON SITE WITHOUT WEATHER AND MOISTURE PROTECTION. DO NOT INSTALL UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. 7. GYPSUM BOARD THICKNESS TO BE 5/8" THICK TYPE X MOLD/MILDEW RESISTANT TYPICAL. TYPE-X AT FIRE RATED LOCATIONS. MOISTURE RESISTANT AT HIGH HUMID/DAMP LOCATIONS. INSTALL GYP. BD. WITH LONG DIMENSION PERPENDICULAR TO FRAMING. 8. NEW AND EXISTING GYP. BD. SHALL BE TAPED AND SANDED TO BE LEVEL 4 TYP. LEVEL 3 AT CEILINGS, U.O.N. WITH NO VISIBLE JOINTS, TAPE, SEAMS OR TROWEL MARKS. SURFACES ARE TO BE FREE OF IMPERFECTIONS AND MARKINGS SUBJECT TO BLEED THROUGH, AND SHALL HAVE SMOOTH SURFACE READY TO RECEIVE SCHEDULED FINISH. APPLY NON-STAINING MOISTURE RESISTANT PRIMER/SEALER. WHERE DEEP TONE PAINT IS SCHEDULED, SKIM COAT FULL SURFACE OF SUBSTRATE LEVEL 5 FINISH. 9. PROVIDE TRIMS, REGLETS, MOULDINGS, TRANSITIONS, ACCESSORIES AND MOLDINGS, BY FINISH MFR. U.O.N. 10. ALL PAINTED SURFACES TO BE ROLLER OR SPRAY APPLIED, NO BRUSH STROKES, NAP MARKS. PRIMER SHALL BE APPROVED FOR SUBSTRATE AND PERM < 1. VERIFY PAINT COLOR AND TEXTURE WITH OWNER. SWATCH PAINT EACH ROOM WITH SELECTED COLOR FOR OWNER APPROVAL. SWATCH TO BE 24"X24" MIN. PROVIDE LOW/NO VOC PAINTS WHEN AVAILABLE. 11. PRIME AND PAINT ALL EXPOSED AND SEMI-EXPOSED GYP. BD. A MINIMUM OF 2 COLOR COATS OF ACRYLIC LATEX, EGGSHELL SHEEN,USE 3 COLOR COATS FOR DARK COLORS. SEMIGLOSS AT BASE AND TRIM, AND HIGH GLOSS AT WET LOCATIONS. 12. APPLY ONE COAT OF BITUMINOUS PAINT TO CONCEALED ALUMINUM SURFACES IN CONTACT WITH CEMENTITIOUS OR OTHER DISSIMILAR MATERIALS. 13. FINISH SEALED WOOD AND ADHESIVES SHALL BE FORMALDEHYDE FREE, LOW/NO VOC. 14. INSTALL ALL FINISHES AND SUBSTRATES PER MANUFACTURER RECOMMENDATIONS. PRIOR TO INSTALLATION VERIFY MOISTURE CONTENT, DIMENSIONAL TOLERANCES AND MATERIAL STABILITY/ACCLIIMATION AND ADHESIVE/FASTENERS WITH MANUFACTURER. 4% MAX. DIFF. IN MOISTURE CONTENT FOR WOOD FLOORING AND SUBSTRATE. 15. CAULK JOINTS COLOR TO MATCH DARKER OF ANY ADJOINING MATERIAL. CONTRACTOR SHALL COMPLETE THE CLOSURE AND PROTECTION OF PENETRATIONS IN SHAFTS, ROOFS, WALLS, CEILING AND FLOORS BY SEALING ALL CRACKS AROUND DOORS, LOUVERS, CONDUIT PIPES, DUCTS AND THE LIKE, WITH FIRE SEALANT, FIRE SAFING, FIRESTOP FOAM OR OTHER FIRE-RESISTIVE MATERIALS ACCEPTABLE TO THE FIRE MARSHAL, BUILDING OFFICIALS AND THE ARCHITECT TO CONTAIN ROOM ENVIRONMENTS, COMPLETE FIRE RATED ASSEMBLIES, AND PROVIDE WEATHERTIGHT ENCLOSURE. 16. GENERAL INTERIOR BUILDING SEALANT SHALL BE SINGLE COMPONENT, PAINTABLE, ACRYLICLATEX SEALANT TREMCO ACRYLIC LATEX OR APPROVED EQUAL WITH COLOR WHITE. 17. SEALANT BACK-UP: NON-STAINING, CLOSED-CELL FOAM COMPATIBLE WITH SEALANT TO BE USED. SIZE AND SHAPE TO CONTROL DEPTH OF SEALANT AND TO ALLOW 20 TO 50 PERCENT COMPRESSION UPON INSERTION. 18. PROVIDE SILICONE RUBBER-BASED SEALANT: ONE-PART, NONSAG ELASTOMERIC SEALANT RESISTANT TO MILDEW. PROGLAZE BY TREMCO, 786 MILDEW RESISTANT SILICONE SEALANT BY DOW CORNING. USE AT WALL MOUNTED URINALS, WATER CLOSETS, LAVATORIES, SINKS, DRINKING FOUNTAINS, COUNTERTOPS, AND SPLASHES. 19. PROVIDE NON-HARDENING ACOUSTICAL SEALANT: TREMCO ACOUSTICAL SEALANT, USG ACOUSTICAL SEALANT. USE AT PERIMETER AND PENETRATIONS OF ACOUSTICAL-TYPE INTERIOR PARTITIONS. PROVIDE SHEET CAULKING AND ELECTRICAL BOX SEALER. USE AT ELECTRICAL AND TELECOMMUNICATION BOX PENETRATIONS OF ACOUSTICAL-TYPE INTERIOR PARTITIONS. 20. GLAZING SEALANT SHALL BE ASTM C920, TYPE S, GRADE NS CLASS 25, USE G, ONE-PART, STRUCTURAL STRENGTH SILICONE RUBBER BUILDING SEALANT WITHIN MINIMUM PLUS-OR-MINUS 50 PERCENT JOINT MOVEMENT CAPABILITY. DOW CORNING 11795 SILICONE BUILDING SEALANT, "G.E. SILGLAZE N," OR APPROVED EQUAL WITH COLOR BLACK FOR FRAMED GLAZING AND CLEAR FOR BUTT GLAZED JOINTS, U.O.N. 21. INSTALL RESILIENT TILE USING MANUFACTURER'S RECOMMENDED ADHESIVE. NO PERIMETER TILES SHALL BE LESS THAN HALL OF FULL WIDTH, U.O.N. 22. INSTALL WALLCOVERING USING MANUFACTURER'S RECOMMENDED ADHESIVE. WALLCOVERING SHALL BE CONTINUOUS BEHIND COUNTERTOPS, CHAIR RAILS, ETC. SEAMS SHALL BE TIGHT, NEAT AND NOT LESS THAN 12" FROM CORNERS. DO NOT END WALLCOVERING AT AN OUTSIDE CORNER. 23. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL723 PER CBC SECTION 803. THE MAXIMUM FLAME SPREAD SHALL NOT EXCEED THE LIMITS OF TABLE 803.13 FOR THE FINISH MATERIALS ON THE CEILING AND INTERIOR WALLS. A CERTIFICATION OF MATERIALS SHALL BE REQUIRED TO PASS INSPECTION IN THE FIELD. 24. FIBROUS INTERIOR FLOOR MATERIALS SHALL BE A MINIMUM OF CLASS II IN ACCORDANCE WITH NFPA 253 PER CBC 804 AND SHALL COMPLY WITH ASTM STANDARD E 648 HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662. CERTIFICATION OF MATERIALS SHALL BE REQUIRED TO PASS INSPECTION IN THE FIELD. 25. INTERIOR DECORATIVE MATERIALS, TRIM AND FABRICS S HALL MEET FLAME PROPAGATION CRITERIA OF NFPA 701 OR SHALL BE NON-COMBUSTIBLE. SUBMIT MANUFACTURER TEST RESULTS PRIOR TO INSTALLATION. (CBC 806) 26. GUARDS SHALL BE PROVIDED WHEREVER ELEVATION CHANGES IS 30" OR GREATER. MIN . LOADS FOR HANDRAILS AND GUARDS IS 50# PER LIN. FOOT IN ANY DIRECTION AND 200# CONCENTRATED POINT LOAD AT THE TOP. MINIMUM LOAD FOR INFILL COMPONENTS IS 50# PER SQUARE FOOT. 27. MAXIMUM INFILL OPENING SHALL OCCLUDE THE PASSAGE OF A 4" SPHERE AT ANY POINT. 6" AT THE OPENING FORMED BY THE TREAD AND RISER. 28. DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION. 29. ALL EXPOSED STONE EDGES ARE TO BE FINISHED TO CREATE A STRAIGHT AND SMOOTH JOINT, UNLESS NOTED OTHERWISE. FINISH ON EDGES TO MATCH FINISH ON FACE OF STONE U.O.N. 30. SMOOTH, DURABLE, EASILY CLEANABLE, LIGHT-COLORED AND NONABSORBENT FINISHES WILL BE REQUIRED WHERE FOOD IS PREPARED/PACKAGED, CUSTOMER SELF-SERVE LOCATIONS WHERE FOOD IS DISPENSED, WAIT STATIONS, UTENSILS ARE WASHED/STORED, JANITORIAL AREAS, RESTROOMS, EMPLOYEE LOCKER ROOMS, WALK-IN FRIDGE/FREEZERS, FOOD STORAGE, GARBAGE AND REFUSE STORAGE. FLOORS MUST ALSO EXTEND INTEGRALLY UP WALLS MIN. 4" WITH A MIN. 3/8" RADIUS. DOORS AND WINDOWS 1. SEE DOOR SCHEDULE AND WINDOW SCHEDULE FOR SIZES AND TYPES OF FENESTRATION AND DAYLIGHT AND VENTILATION PROVISIONS. VERIFY R.O. REQUIREMENTS WITH WINDOW/DOOR MANUFACTURER. 2. UNDERCUT ALL DOORS TO CLEAR TOP OF FINISHED FLOOR, INCLUDING, BUT NOT LIMITED TO CARPET, TILES, ETC. AS APPLICABLE BY 1/4' MAXIMUM, U.O.N. 3. DOOR HANDLES PULLS AND LATCHES AND LOCKS, SHALL BE ACCESSIBLE AND NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. HARDWARE SHALL BE COMMERCIAL GRADE ADA COMPLIANT AND PROVIDED BY DOOR/WINDOW MANUFACTURER U.O.N. SEE DOOR SCHEDULE. 4. HARDWARE SETS SHALL BE APPROVED BY DOOR MANUFACTURER FOR LOCATION AND BACKSETS, FUNCTION, DOOR THICKNESS, WEIGHT AS INDICATED. 5. EXTERIOR DOORS SHALL BE WEATHER-STRIPPED AND HAVE WATER TIGHT FLASHING. 6. HINGES SHALL BE HEAVY DUTY QTY. OF 3 PER LEAF, 4 AT DOORS GREATER THAN 7' FINISH SHALL MATCH DOOR HARDWARE U.O.N. FIRE SPRINKLER 1. A PERMIT BY A LICENSED FIRE PROTECTION ENGINEER FOR ALL LIFE SAFETY WORK, IS REQUIRED PRIOR TO WORK ON ANY FIRE PROTECTION SYSTEM OR COMPONENT (NEW SYSTEM OR MODIFICATIONS TO EXISTING) AS REQUIRED TO COMPLY WITH APPLICABLE CODES, SUBMIT THREE (3) SETS OF SHOP DRAWINGS, CALCULATIONS AND SPECIFICATIONS FOR AUTOMATIC FIRE EXTINGUISHING SYSTEM FOR PERMIT TO THE APPROPRIATE MUNICIPAL AGENCY FOR APPROVAL. SPRINKLER SYSTEM IS TO COMPLY WITH NFPA 13 LOCAL FIRE PROTECTION SPRINKLER ORDINANCE. 2. ALL AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. FIRE SPRINKLER SYSTEMS TO BE TIED INTO AN ALARM SYSTEM PER C.B.C. 903.4 AND NFPA-13 3. FIRE DEPARTMENT ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE PRIOR TO AND DURING CONSTRUCTION. 4. THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE A.F.E.S. SHALL BE WITNESSED BY THE BUILDING INSPECTOR SPECIALIST/FIRE MARSHAL, AND NO PIPING SHALL BE COVERED OR HIDDEN FROM VIEW UNTIL AN INSPECTION HAS BEEN COMPLETED. ALLOW APPROPRIATE TIME FOR SCHEDULING AN APPOINTMENT. 5. PROVIDE AN EMERGENCY TELEPHONE ON THE JOB SITE PRIOR TO ANY CONSTRUCTION. 6. ALL A.F.E.S AND LIFE SAFETY EQUIP. IS SHOWN FOR DESIGN INTENT ONLY. G.C. SHALL SUBMIT ENGINEERED DRAWINGS TO ALL PARTIES HAVING JURISDICTION, INCLUDING ARCHITECTS, AND SHALL OBTAIN ALL APPLICATIONS, PERMITS AND PAY ALL RELATED FEES. 7. FIRE SPRINKLER HEADS SHALL BE FLUSH-MOUNT TYPE TO MATCH BUILDING STANDARD AND CENTERED IN CLG. TILES, U.N.O. NOTIFY ARCHITECT OF QUESTIONABLE LOCATIONS PRIOR TO INSTALLATION. 10. CHANGES TO FIRE SPRINKLER SYSTEM FOR NEW PARTITION LAYOUT TO BE ENGINEERED AND PROVIDED BY THE CONTRACTOR. 11. SEE MEP DRAWINGS FOR ADDITIONAL FIRE SPRINKLER AND ALARM NOTES NOTES ELECTRICAL 1. PROVIDE ALL DEVICE ROUGH-IN INCLUDING CONDUIT, BOXES, PANELS, WITH A PULL STRING AT EACH TELEPHONE/DATA, COMMUNICATION AND/OR SECURITY DEVICE LOCATION, U.O.N. VERIFY REQ. OF DATA, TELCOM AND SECURITY CABLE WITH ARCHITECT AND CABLE MFR. PROVIDE MIN. SEPARATION OR ADEQUATE INSULATION/SPACING TO MINIMIZE INTERFERENCE BETWEEN DATA/SIGNAL AND LINE VOLTAGE ELECTRICAL CURRENTS. CROSS LINES SHALL BE MADE AT 90°. PROVIDE HOME RUNS TO AV/COM DISTRIBUTION PANEL. PROVIDE CONDUIT FROM TELECOM. RISER CLOSET TO TENANT SPACE VERIFY LOCATION WITH ARCHITECT U.O.N.COORDINATE THE TELEPHONE/DATA SYSTEMS AND INTEGRATE SECURITY SYSTEMS AND SPECIAL INSTALLATIONS AS REQUIRED, U.O.N.. CONFIRM LOW VOLTAGE, DATA, SECURITY, AND AUDIO VISUAL WIRING REQUIREMENTS WITH CLIENT'S PROJECT MANAGER AND I.T. MANAGER 2. ARCHITECTURAL DRAWINGS ARE TO BE USED FOR DEVICE LOCATION ONLY. LOCATE WALL OUTLETS AT DIMENSION NOTED OR ON STUD WITHIN 12" OF LOCATION SHOWN ON DOCUMENTS IF NOT NOTED. HORIZONTAL DIMENSIONS ARE TO THE CENTERLINE OF SINGLE OUTLETS, AND TO THE MIDPOINT OF MULTIPLE ADJACENT OUTLETS. EXCEPT ISOLATED GROUNDS AND DEDICATED OUTLETS. ALL ELECTRICAL DEVICES SHALL BE MOUNTED VERTICALLY, U.O.N. 3. PROVIDE ACCESS TO ALL JUNCTION BOXES AND PANELS AND SERVICEABLE EQUIPMENT. PROVIDE WITH BLANK FLUSH FITTING COVERS TO MATCH FINISH WALL SURFACE. VERIFY LOCATIONS WITH ARCHITECT. ACCESS PANELS TO BE PAINTABLE, SQUARE AND FLUSH WITH ADJACENT SURFACE, WITH MAGNETIC PUSH RELEASE LATCH. PROVIDE ACOUSTICAL SEAL AND INSULATION AT PANELS CONCEALING MOTORS, PUMPS AND MAGNETIC BALLASTS. 4. ALL CONDUIT THROUGH ROOF AND EXTERIOR WALLS SHALL BE WATERTIGHT. AT FIRE RATED WALLS, SLEEVES ARE REQUIRED AT BOTH TELEPHONE AND POWER PENETRATIONS AND ALL PENETRATIONS SHALL BE FIREPROOFED. 5. PROVIDE GROUND FAULT CIRCUIT INTERRUPT PROTECTION AT ALL OUTLET WET LOCATIONS AS REQUIRED BY CODE, IN BATHROOMS, EXTERIOR, KITCHEN COUNTERTOPS AND WITHIN 6' OF SINKS. 6. FLOOR OUTLETS WHERE EXPOSED ARE TO BE FULLY FLUSH WITH FINISH SURFACE WHEN IN CLOSED POSITION. WHERE EXPOSED TO WEATHER OR CONCRETE, PLATE AND BOX SHALL BE APPROVED BY MANUFACTURER FOR EXTERIOR/CONCRETE INSTALLATION. COVERS SHALL HAVE METAL COVER PLATE WITH CORD DOOR ALLOWING COVER TO BE CLOSED WHEN IN USE. (CARLON OR EQ.) FINISH COLOR SHALL MATCH FLOOR COLOR AND BE SUITABLE FOR HIGH TRAFFIC. WHERE REQUIRED, COLOR FINISHES SHALL BE FACTORY/SHOP APPLIED ELECTROPLATING/ELECTRODEPOSITON. SUBMIT PRODUCT CUT SHEET. VERIFY LOCATIONS PRIOR WITH ARCHITECT PRIOR TO ROUGH-IN. 7. CONTRACTOR TO LAYOUT FLOOR OUTLETS FOR ARCHITECT'S REVIEW BEFORE CORING. CHARGES TO CORRECT UNREVIEWED OUTLETS WILL NOT BE ACCEPTED. ALL CORING NECESSARY SHALL BE COORDINATED WITH BUILDING LL OR MANAGEMENT TO SCHEDULE TIME FOR CORE DRILLING. 8. PROVIDE WEATHER PROOF GFCI PROTECTED OUTLETS AT ALL EXTERIOR LOCATIONS, COLOR TO MATCH EXTERIOR COLOR. 9. PROVIDE TAMPER RESISTANT TWIST LOCK CHILD SAFETY COVER PLATES AT ALL OUTLETS WITHIN 48" OF FLOOR. 10. FINISH ELECTRICAL OUTLETS AND SWITCHES TO BE IMPACT-RESISTANT AND OPERABLE WITH ONE HAND WITHOUT GRASPING, PINCHING OR TWISTING OF THE WRIST WITH A MAXIMUM OPERABLE FORCE OF 5LBS (CBC 111B.6) ROCKER/PUSH PLATE SNAPON TYPE U.O.N. COLOR OF COVERPLATES SHALL BE WHITE, U.O.N. ALL ELECTRICAL DEVICES (SWITCHES, PLUGS, ETC.) TO BE U.L. LABELED AND THE SAME COLOR AS COVERPLATE, U.O.N. 11. DIMMERS TO BE COMPATIBLE WITH FIXTURE AND LIGHTING AND HEATING LOADS. PROVIDE ADDITIONAL COMPONENTS AS REQUIRED BY DIMMER MANUFACTURER FOR SPECIFIC APPLICATION. DIMMERS SHALL ALLOW USER PRESET LEVEL CONTROL AND HAVE LED NIGHTLITE U.O.N.. PROVIDE MINIMUM 1YEAR WARRANTY ON ALL DIMMERS. 12. LIGHTING LOADS SHALL NOT BE INCREASED. EXISTING FIXTURES WILL BE RELOCATED AS SHOWN. NO NEW FIXTURES SHALL BE ADDED OR REPLACED WITHOUT APPROVAL FROM ARCHITECT. T-24 MANDATORY MEASURES APPLY. 13. RECESSED LIGHT FIXT. SHALL BE IC RATED AT INSULATED CEILINGS, WITH THERMALLY MANAGED HEAT-SINKED BALLASTS. TYP. 14. PROVIDED EMERGENCY LIGHTING FOR THE MEANS OF EGRESS ILLUMINATION WITH BATTERY BACK-UP CAPABLE TO MAINTAIN 1FT CANDLE PATH ILLUMINATION FOR 90 MINUTE DURATION INSTALLED IN ACCORDANCE WITH CBC 2702 NFPA 110 AND 111 (CBC 1008.3) 15. LIGHTING FIXTURES SHALL HAVE A MINIMUM OF 2 YEAR PARTS AND LABOR WARRANTY. SUBMIT WARRANTY LITERATURE. 16. FLUORESCENT LAMPS SHALL BE WARM WHITE LAMP CCT 2700K-3000K TYP. U.O.N. LANDLORD PROVIDED FIXTURES SHALL BE LAMPED ACCORDING TO LANDLORD LAMP STANDARDS 17. ELECTRICAL PANELS, ROUGH IN BOXES TO BE INSTALLED FLUSH TO FINISH. FIRE RATING OF WALLS MUST BE MAINTAINED AT RECESSED EQUIPMENT. VERIFY ALL SURFACE MOUNTED BOXES OR PANELS WITH ARCHITECT AND MEP PRIOR TO INSTALLATION. 7. NEW DOOR AND WINDOW FRAMES TO BE PAINTED SHALL BE FINISHED WITH 2 COATS BONDING AGENT, 1 LACQUER UNDERCOAT, 2 COLOR COATS ACRYLIC LACQUER WITH SCHEDULED SHEEN. 8. MASK U.L. LABEL ON DOORS, FRAMES AND FINISHES. DO NOT APPLY FINISHES TO DOOR OR FRAME LABELS, U.O.N. 9. FINISH VERTICAL EDGES OF DOORS TO MATCH FACES, SEAL TOP AND BOTTOM EDGES. 10. PAINT ASTRAGALS AT FIRE RATED DOORS TO MATCH DOOR COLORS. 11. PANIC HARDWARE, WHERE REQUIRED, SHALL BE LISTED UL305 AND MOUNTED BETWEEN 34 AND 44" ABOVE FLOOR AND EXTEND A MINIMUM OF 1/2 THE OPERABLE LEAF AND HAVE MAXIMUM OPERABLE FORCE OF 15LBS. U.O.N. 12. INTERIOR, NON-RATED EGRESS DOORS SHALL HAVE A MAX. OPERABLE FORCE OF 5LBS. U.O.N. 13. EGRESS DOORS SHALL HAVE LANDINGS ON EACH SIDE OF THE DOOR WITH A MIN. WIDTH OF STAIRWAY OR DOOR (WHICHEVER IS GREATER) AND MIN LENGTH OF 44" IN THE DIRECTION OF TRAVEL. (CBC 1010). U.O.N. 14. EXITS AND EGRESS DOORS SHALL BE MARKED WITH ILLUMINATED EXIT SIGNS PER CBC 1013, EXIT SIGNS MUST BE READILY VISIBLE FROM THE EGRESS PATH OF TRAVEL AND MARKED TO INDICATE THE DIRECTION OF TRAVEL WHERE THE EXIT IS NOT IMMEDIATELY VISIBLE. EXIT SIGNS SHALL BE PLACED SO THAT NO POINT IN AN EXIT ACCESS IS MORE THAN 100' VIEWING DISTANCE U.O.N. PROVIDE TACTILE EXIT SIGNS AT EXIT DOORS AND EXIT ACCESS DOORS PER 1013.4 15. EGRESS DOORS SHALL NOT PREVENT OPERATION IN THE DIRECTION OF EGRESS AND ARE TO BE OPERABLE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR A SIGN SHALL BE PROVIDED STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND (CBC1010.2.4 16. FIRE RATED DOORS AND FRAMES ARE TO BE LABELED BY MANUFACTURER AND MEET POSITIVE PRESSURE REQUIREMENTS PER UL10C AND UL10B AND SHALL HAVE SELF CLOSING HINGES OR CLOSERS ADJUSTED FOR TIGHT FITTING FULL CLOSURE WITH CONTINUOUS SMOKE SEALS AND DRAFT CONTROL ASSEMBLIES 17. PROVIDE SAFETY GLAZING AT THE FOLLOWING LOCATIONS: A. GLAZING IN DOORS AND GUARDS B. GLAZING ADJACENT TO DOORS LOCATED LESS THAN 24" FROM DOORS OR WHEN EXPOSED EDGE IS LESS THAN 60" ABOVE FLOOR C. DOORS ENCLOSING WET AREAS SERVED BY A DRAIN WITHIN 60" OF FLOOR D. GLASS PANES WITHIN 18" OF FLOOR OR GREATER THAN 9 SQ. FT. E. GLAZING ADJACENT TO STAIRWAYS WITHIN 60" OF A TREAD 18. INSTALL SAFETY GLASS WITH MANUFACTURER'S SEAL LOCATED AT THE LOWER RIGHT CORNER OF THE LITE. CONCEAL TONG MARKS, IF ANY. COMPLY WITH FGMA GLAZING MANUAL AND THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 19. DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION. CEILING 1. MINIMUM CEILING HEIGHT AT EGRESS PATH OF TRAVEL TO BE 7'-6" ABOVE FLOOR. ALLOWABLE PROJECTIONS FOR STRUCTURE OR EQUIPMENT, SHALL NOT REDUCE CEILING HEIGHT BELOW 6'-8" 2. GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS TO ENSURE CLEARANCES FOR DUCTS, PIPES, CONDUITS, FIXTURES, SUSPENSION SYSTEMS, ETC. NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHT NOTED. CONTACT ARCHITECT TO RESOLVE CONFLICTS BEFORE PROCEEDING. CEILING GRID AND REFRAMING CHARGES DUE TO CEILING CONFLICTS WILL NOT BE ACCEPTED. 3. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL NEW AND EXISTING PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND OTHER APPLICABLE ITEMS. INSTALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH LIGHT FIXTURES AND OTHER EXISTING AND NEW CONDITIONS. 4. ARCHITECTURAL PLAN SHALL GOVERN THE LOCATION OF ALL EXPOSED ITEMS. IN THE EVENT OF DISCREPANCIES, ENGINEERING DRAWINGS TO GOVERN QUANTITY OF LIGHT FIXTURES FOR COMPLIANCE WITH APPLICABLE CODES. 5. PROVIDE CODE ACCEPTABLE & APPROPRIATE SUSPENSION AND BRACING FOR INTEGRATION OF CEILING GRID, FIXTURES, AND ABOVE CEILING ITEMS WHEN APPLICABLE. SUSPENDED ACOUSTIC CEILINGS SHALL BE INSTALLED AND BRACED IN ACCORDANCE WITH ASTM C635 AND ASTM C636 FIRE PROTECTION 1. PROVIDE PORTABLE FIRE EXTINGUISHERS AS REQUIRED BY CA FIRE CODE AND AS REQUIRED BY THE LOCAL JURISDICTION.. LOCATIONS SHOWN ON PLANS ARE TO BE VERIFIED WITH LOCAL FIRE MARSHALL. ARE PORTABLE FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 2. WHERE FIRE EXSTINGUISHERS ARE REQUIRED IN PUBLIC AREAS OR TO MAINTAIN REUIRED FLOOR CLEARANCES, PROVIDE PROVIDE RECESSED METAL CABINETS WITH FIRE EXTINGUISHERS AT LOCATIONS INDICATED ON THE DRAWINGS OR AS REQUIRED BY OFFICIALS. 3. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRESTOPPED WITH APPROVED PENETRATION SYSTEM TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479 WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF .01" AND AN F RATING NOT LESS THAN THAT OF THE WALL ASSEMBLY. PROVIDE APPROVED LISTING OF ASSEMBLY AND SYSTEM PRIOR TO INSTALLATION. (CBC 714.4.1) 5. FIRE STOP SEALANT SHALL BE, ONE-PART SILICONE ELASTOMERIC SEALANT, AND FIRE STOP FOAM, TWO-PART SILICONE RTV FOAM: U.L. RATED FOR 1, 2, AND 3 HOUR FIRE RESISTIVE RATINGS PER ASTM E-814/UL 1479. DOW CORNING FIRE STOP SEALANT OR 3M BARRIER CAULK (COORDINATE WITH SPECS). FIRE STOP SEALANT MUST BE ACCEPTABLE TO LOCAL CODE ENFORCEMENT OFFICIALS. 6. MECHANICAL DUCTS IN FIRE RATED WALLS SHALL BE EQUIPPED WITH SMOKE AND/OR FIRE DAMPERS (CBC 717) 7. PROVIDE FIRE-BLOCKING AT THE FOLLOWING LOCATIONS (CBC 718.2)ALL WALL/CEILING CAVITIES AT 10'MAX. INTERVALS BOTH HORIZONTAL AND VERTICAL. (2) PLANAR TRANSITIONS AT SOFFITS, DROP CEILINGS, COVE CEILINGS (3) STAIR STRINGER WALLS AT TREADS (4) AT FLOOR LEVEL PENETRATIONS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, TYP. (5) AT OPENINGS BETWEEN ATTIC AND FACTORY BUILT CHIMNEYS. 8. WHERE FIRE RESISTANCE RATED SEPARATIONS ARE REQUIRED FOR EXTERIOR WALLS ASSEMBLY SHALL BE IN ACCORDANCE WITH TABLE 601 AND 705.5 FOR EXPOSURE TO FIRE ON BOTH SIDES. (CBC 705) WHERE ONE SIDE EXPOSURE IS ALLOWED AND FIRE RESISTIVE EXTERIOR CONSTRUCTION IS REQUIRED BY LOCAL ORDINANCES PROVIDE 5/8" TYPE X EXTERIOR FIRE RESISTANT GYPSUM BOARD, U.O.N. 9. MAINTAIN EXISTING FIRE RATED CONSTRUCTION OF ALL EGRESS ELEMENTS AND COMPONENTS WHERE OCCURS. 10. INTERIOR EXIT STAIRWAYS SHALL BE ENCLOSED BY FIRE RATED CONSTRUCTION IN ACCORDANCE WITH CBC 707 AND SHALL MAINTAIN A MINIMUM FIRE RATING OF NOT LESS THAN 1 HOUR WHEN SERVING LESS THAN 4 STORIES PER CBC 713.4 11. ENCLOSED AREAS UNDER STAIRWAYS SHALL BE PROTECTED BY 1 HOUR FIRE RESISTIVE RATING OR THAT OF THE STAIRWAY ENCLOSURE WHICHEVER IS GREATER PER CBC 1011.7.3 12. DOORS, OPENINGS, AND GLAZING ASSEMBLIES IN FIRE RATED CONSTRUCTION SHALL BE TESTED AND CLEARLY LABELED IN ACCORDANCE WITH CBC 716 AND INSTALLED PER NFPA 80 13. KITCHEN FIRE SUPRESSION SYSTEM AND HVAC DUCT DETECTORS TO BE CONNECTED TO THE BUILDING ALARM SYSTEM. 14. EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE IN ACCORDANCE WITH CBC 1010.2.9 15. POST OCCUPANT LOAD NEAR MAIN ENTRANCE. 16. PROVIDE FIRE DEPARTMENT LOCK BOX. 17. EXIT SIGNS, EMERGENCY LIGHTING, FIRE EXTINGUISHERS, FIRE DEPARTMENT LOCK BOX AND ADDRESS POSTING TO BE FIELD VERIFIED BY FIRE INSPECTOR. 113 E Fourth St 4/16/2025 Scale: 1/4"=1'-0" EXISTING FLOOR PLAN1 WALL LEGENDMARK KEY DESCRIPTION GENERAL NOTES AND CONDITIONS: 1. THE WORD 'CONTRACTOR' MEANS THE GENERAL CONTRACTOR, AND WHERE APPLICABLE BY TRADE, SUBCONTRACTORS. IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES AS THEY AFFECT ONE ANOTHER. 2. CONTRACTOR SHALL BE USED TO REPRESENT ALL THE SUBCONTRACTORS, MATERIAL SUPPLIERS AND OTHER TRADES NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL NOTES PRIOR TO FINALIZING CONSTRUCTION CONTRACT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, OR PROCEDURES TO PERFORM HIS/HER WORK. 5. CONTRACTOR IS TO PROVIDE THE ARCHITECT AND ANY OTHER MEMBER OF THE DESIGN TEAM, A 48-HOUR MINIMUM ADVANCE NOTICE PERIOD FOR ALL REQUESTED AND REQUIRED FIELD REVIEWS. 6. THE CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE TO PROTECT HIMSELF AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES OF PERSONAL OR BODILY INJURY, OR DEATH, OR PROPERTY DAMAGE DURING THE COURSE OF THE CONTACT. NOTHING CONTAINED IN THESE DRAWINGS OR IN ANY ACCOMPANYING CONTRACT DOCUMENTS SHALL CREATE ANY CONTRACTUAL RELATIONSHIP BETWEEN. 7. THE CONTRACTOR AND THE ARCHITECT. THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY APPLICABLE CODE, CITY ORDINANCES OR STATE LAWS. IF THE CONTRACTOR PERFORMS ANY WORK CONTRARY TO APPLICABLE LAWS, ORDINANCES, AND RULES AND REGULATIONS, WITHOUT GIVING PRIOR WRITTEN NOTICE TO THE ARCHITECT , S/HE SHALL ASSUME FULL RESPONSIBILITY THEREIN, AND WILL BEAR ALL COST ATTRIBUTABLE HERETO. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL BY THE BUILDING INSPECTOR OF ALL CONCEALED WORK BEFORE CLOSING UP. THE OWNER SHALL PAY FOR AND THE CONTRACTOR SHALL ACQUIRE THE BUILDING PERMIT. THE CONTRACTOR SHALL ACQUIRE ALL OTHER PERMITS, COMPLIANCE REQUIREMENTS, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES AND GOVERNING REGULATIONS. 9. ALL MATERIALS AND WORK SHALL CONFORM TO ALL GOVERNING BUILDING CODES AND REGULATIONS. 10. ALL PAINT, STAIN AND OTHER MATERIALS MUST COMPLY WITH LOCAL, STATE, AND FEDERAL AIR POLLUTION CONTROL MANDATES. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACES, SHORING AND GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURE AND COMPONENTS, ADJACENT SOILS AND STRUCTURES, UTILITIES AND RIGHTS-OF-WAY MAY BE SUBJECTED DURING CONSTRUCTION. 11. CONTRACTOR SHALL KEEP PREMISES SECURE, CLEAN AND HAZARD FREE AT ALL TIMES WITH ALL DEBRIS REMOVED AT THE END OF THE DAY. 12. WORK SHALL BE PERFORMED IN A SAFE MANNER OBSERVING ALL STANDARD OSHA CODES. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EQUIPMENT, MATERIALS AND WORK IN NEAT, CLEAN, ORDERLY AND SAFE CONDITION AT ALL TIMES. AT THE COMPLETION OF CONSTRUCTION, REMOVE ALL EXCESS MATERIALS AND REFUSE FROM THE SITE. LEAVE ALL SURFACES WITHIN CONSTRUCTION SITE FREE FROM DUST, DIRT, AND STAINS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY SURFACES OR ITEMS DAMAGED BY CONSTRUCTION TO THE SATISFACTION OF THE ARCHITECT AND OWNER. UPON COMPLETION OF WORK, ALL WORK AREAS SHALL BE LEFT BROOM CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 14. THE CONTRACTOR SHALL PROVIDE THE NECESSARY STORAGE SPACE FOR THE PROTECTION OF DOCUMENTS, TOOLS, AND MATERIALS AT THE SITE. 15. CONTRACTOR SHALL PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES ON THE JOB SITE IF NECESSARY OR REQUIRED BY LOCAL CODE. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE LEGIBLE FROM THE STREET. (SECTION 501.2) THE PLUMBING AND ELECTRICAL SUBCONTRACTORS SHALL PROVIDE AND INSTALL ROUGH PLUMBING AND FINAL HOOK-UP FOR ALL THE SPECIFIED FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL OTHER ITEMS REQUIRED BY LOCAL CODES. 16. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE APPROVAL OF THE OWNER. CONTRACTOR SHALL PROVIDE THE OWNER WITH A FULL CONSTRUCTION SCHEDULE PRIOR TO THE START OF ANY WORK. 17. THE CONSTRUCTION SCHEDULE SHALL BE UP TO DATE AT ALL TIMES AND BE PRINTED AND ON SITE AND/OR AVAILABLE TO THE OWNER AT ALL TIMES. 18. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DELAYS OR CHANGE OF SCHEDULE. 19. THE GENERAL CONTRACTOR SHALL MAINTAIN A FULL SET OF DRAWINGS, SPECIFICATIONS, AND APPROVED SHOP DRAWINGS AND ALL REQUIRED PERMITS AND PERMIT DRAWINGS ON THE JOBSITE AT ALL TIMES. THEY SHALL BE MADE AVAILABLE TO THE OWNER AND ARCHITECT ON REQUEST. BEFORE SUBMITTING ANY PROPOSAL, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FAMILIARIZED HIM/HERSELF WITH ALL CONDITIONS AT THE SITE RELATIVE TO EXITING WORK, MATERIALS TO BE MATCHED, WORKING SPACE AVAILABLE, ACCESS, AND ALL OTHER ASPECTS AFFECTING THE SCOPE OF THE WORK TO THE MAKING OF AN INTELLIGENT BID. NO INCREASE IN COST OR EXTENSION IN PERFORMANCE TIME WILL BE CONSIDERED FOR FAILURE TO KNOW THE SITE CONDITIONS. 20. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY BARRICADES AND DUST-PROOF PARTITIONS A NEEDED FOR PROTECTION AGAINST ACCIDENT, AND SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF HIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE OR LOSS ARISING IN CONNECTION WITH CONSTRUCTION. 21. UNLESS ITEMS ARE SPECIFICALLY ITEMIZED IN CONTRACT DOCUMENTS AS NOT IN CONTRACT (NIC), THEY WILL BE ASSUMED TO BE INCLUDED IN THE ESTIMATE OR CONTRACT PRICE. 22. ANY ALLOWANCE ITEMS SHALL BE SPECIFICALLY IDENTIFIED AS ALLOWANCE AND INCLUDED IN THE ESTIMATE OR CONTRACT PRICE. 23. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY EXTRA COSTS ARISING FROM THE EXECUTION OF HIS CONTRACT OR SUBCONTRACTS AND SHALL RECEIVE OWNER'S WRITTEN APPROVAL OF SAME PRIOR TO STARTING THE WORK. 24. CONTRACTOR SHALL NOT USE ANY POTENTIALLY HAZARDOUS MATERIAL OR PRODUCTS IN THE CONSTRUCTION AND SHALL ADVISE OWNER OF ANY POTENTIALLY HAZARDOUS MATERIAL OR PRODUCTS RECOMMENDED, SELECTED, OR SPECIFIED PRIOR TO PURCHASING OR INSTALLING. 25.NO HAZARDOUS MATERIALS WILL BE STORED AN/OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES AS REGULATED BY APPLICABLE CODES OR GREEN BUILDING PRACTICES, WHICH EVER IS MORE STRICT. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT AT THE JOB SITE WHENEVER ANY WORK UNDER THIS CONTRACT IS BEING PERFORMED IN ORDER TO PROVIDE CONSTANT SUPERVISION. 26. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PARTITIONS INDICATED ON THE DRAWINGS. 27.PARTITION DIMENSIONS ARE FINISH FACE U.O.N CENTER LINE OF PARTITION SHALL ALIGN WITH CENTER LINE OF MULLION WHERE OCCURS, U.O.N. 28. PARTITIONS SHOWN ALIGNED WITH EXISTING BASE BUILDING ELEMENTS SHALL BE INSTALLED FLUSH AND SMOOTH WITH BASE BUILDING ELEMENTS. 29. THE CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSE CORNERS AND EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. 30. ALL PARTITIONS SHALL BE ANCHORED PER MANUFACTURES' SPECIFICATIONS AND AS REQUIRED BY APPLICABLE BUILDING CODES. 31. THE CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO SLAB PARTITIONS ABOVE CEILINGS AS REQUIRED BY ENGINEERING DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND-ATTENUATED PARTITIONS SHALL HAVE SOUND BOOTS AND ALL OPENINGS IN FIRE-RATED PARTITIONS SHALL HAVE FIRE DAMPERS AS REQUIRED BY LOCAL BUILDINGS CODES. CONTRACTOR SHALL COORDINATE WITH ENGINEERING DRAWINGS AND INFORM MOSAIC OF DISCREPANCIES PRIOR TO BIDDING. 32. THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING IN PARTITIONS FOR ALL DUCT WORK. RETURN AIR OPENINGS AND GRILLS ABOVE AND BELOW CEILINGS SHALL BE COORDINATED WITH MECHANICAL ENGINEERING DRAWINGS AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND AGAINST VIBRATION. 33. THE CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL, AND PLUMBING INSTALLATIONS PER APPLICABLE BUILDING CODES, CONTRACTOR SHALL COORDINATE TYPE AND LOCATION OF ACCESS PANELS WITH MOSAIC PRIOR TO INSTALLATION. 34.THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING ROUGH-INS, FIXTURES, AND ACCESSORIES INDICATED IN THE DRAWINGS. 35. THE PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. 36. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL VALVES AS INDICATED IN THE DRAWINGS AND/OR AS REQUIRED FOR THE PROPER CONTROL OF THE PIPING AND APPARATUS INSTALLED AS PART OF THIS REPAIRED WITHOUT INTERFERENCE OR INTERRUPTION OF SERVICE TO THE REMAINDER OF THE BUILDING. 37. BEFORE COVERED UP OR BUILT-IN, ALL PIPING SHALL BE TESTED AND INSPECTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 38. PROVIDE NEW SEMI-RECESSED FIRE EXTINGUISHER CABINETS AND BOTTLES. 39. THE CONTRACTOR SHALL PROVIDE 3 5/8' METAL STUDS AT PLUMBING WALLS. CONSTRUCTION DOCUMENTS 1.ALL DOCUMENTS A201, GENERAL CONDITIONS FOR THE PERFORMANCE OF THE CONTRACT, IS, UNLESS EXPLICITLY EXCLUDED BY THE OWNER, HEREBY INCORPORATED INTO THESE DRAWINGS AND SHALL BE CONSIDERED AS PART OF THE REQUIREMENTS FOR THE COMPLETION OF THE WORK. 2. ALL CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY AND WHAT IS SPECIFIED BY ONE SHALL BE BINDING AS IF SPECIFIED BY ALL. ANY WORK SHOWN REFERRED TO ON A CONSTRUCTION DOCUMENT SHALL BE PROVIDED AS THOUGH IN ALL RELATED DOCUMENTS. 3. DRAWINGS BEARING THE LATEST DATE AFTER AND INCLUDING THE CONTRACT DATE SHALL TAKE PRECEDENCE OVER PREVIOUS ONES. 4. OMISSIONS AND/OR CONFLICTS AMONG VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, SPECIFICATIONS, EXISTING STRUCTURES, AND/OR FIELD CONDITIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK INVOLVED. 5. ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE TO FINISH FACE OR CENTER LINES ( ℄ ), COLUMN GRID LINES, AND FACE OF CONCRETE AND BLOCK WALLS UNLESS OTHERWISE NOTED OR SHOWN. DIMENSIONS NOTED AS 'F.O.F.', 'CLEAR', OR 'CLR' ARE TO FACE OF FINISH. DIMENSIONS NOTED AS ℄ ARE TO CENTERLINE OF OPENING OR FEATURE INDICATED. 6. IN NO EVENT IS A DIMENSION TO BE SCALED OFF OF A DRAWING, PRINTED OR ELECTRONIC. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND NOTIFY THE ARCHITECT IMMEDIATELY IN THE EVENT OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN IN THESE DRAWINGS. 7. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. 8. DETAILS ARE INTENDED TO SHOW FINAL EFFECT OF PARTS OF CONSTRUCTION. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT PARTICULAR JOB SITE DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED WITHIN THE SCOPE OF THE WORK AND CONSTRUCTION CONTRACT. ANY MODIFICATIONS REQUIRED IN DETAILS ARE TO BE FIRST REVIEWED IN THE FORM OF SHOP DRAWINGS AND CONFIRMED WITH THE ARCHITECT PRIOR TO START OF WORK. 9. DETAILS MARKED AS "TYPICAL" OR "TYP" IN THESE DRAWINGS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 10. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING SAME, OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 11. THE CONTRACTOR SHALL REFER TO THE ARCHITECT ON ALL MATTERS OF COLOR, TEXTURE, MATERIALS, DESIGN, AND INTERPRETATION OF THE PLAN. 12. INTENT / CONFLICTS: PRIOR TO BEGINNING THE WORK THE CONTRACTOR SHALL CAREFULLY STUDY THE CONTRACT DOCUMENTS AND PROMPTLY REPORT TO THE ARCHITECT ANY ERROR, DISCREPANCY OR OMISSIONS HE MAY DISCOVER, AND VERIFY THE INTENT OF THE DOCUMENTS WITH THE ARCHITECT, WHOSE DECISION SHALL BE FINAL AND CONCLUSIVE. IN NO CASE SHALL THE WORK PROCEED IN UNCERTAINTY. 13. ANY WORK OR MATERIALS NOT DIRECTLY NOTED IN THE CONTRACT DOCUMENTS BUT ARE MANIFESTLY NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE INTENT THEREOF, ARE IMPLIED AND ARE TO BE PROVIDED FOR AS IF SPECIFICALLY DESCRIBED. A-1.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 11 A-3.1 8 A-3.1 8 A-3.1 8 A-3.1 12 A-3.2 13 A-3.2 10 A-3.1 9 A-3.1 Scale: 1/4"=1'-0" PROPOSED FLOOR PLAN1 WALL LEGENDMARK KEY DESCRIPTION WALL BACKING LEGEND WB1 WB2 ?? 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY 3 3 121 4 2 A-3.0 3 A-3.0 4 A-3.1 1 A-3.0 5 A-3.1 6 A-3.1 4 A-4.0 4 A-4.0 7 A-3.1 1 A-4.0 2 A-4.0 WB3 1 A-4.0 A-1.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 2 2 2 2 113 E Fourth St 4/16/2025 Scale: 1/4"=1'-0" DIMENSIONAL FLOOR PLAN1 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY 27'-1"13'-6"19'-11"13'-9" 5'-0"3' - 6 " 3' - 0 " 3' - 6 " 11'-5" 5' - 0 " 12 ' - 7 " 14'-0" 3' - 0 " 10'-9" 3' - 0 " 17 ' - 7 " 2'-6"13'-9" 2'-6" 3' - 3 " 3'-10" 4'-6" 3'-5" 4'-0" 5' - 9 " 9' - 0 " 11'-9"2'-0" 3' - 6 " 22 ' - 8 " 6' - 1 0 " 6' - 1 0 " 13'-6" 7' - 7 " 1' - 8 " 1' - 4 " 2' - 6 " 5'-3"5'-0" 7' - 1 " 3'-0" 11'-5"3'-0" 14 ' - 8 " 19 ' - 1 0 " 27 ' - 5 " 4" 11 ' - 1 " 9' - 1 1 " 4'-3" 10 ' - 2 " 8' - 0 " 4'-6" 12 ' - 0 " 8'-11" 3' - 1 " 10 ' - 7 " 5' - 0 " 3' - 0 " 4' - 3 " 5'-0" 11 ' - 8 " 8' - 4 " 3' - 2 " 13'-9" 9' - 1 " 5'-0" 5' - 9 " 3' - 0 " 4" 1'-7"3'-0"5" 5'-0" 9' - 1 " 1' - 0 " 5' - 2 " 3' - 0 " 8'-8" 10'-4"3'-0"5" 10 ' - 7 " 7' - 4 " 5'-0 " 4'-7"3'-0"28'-9" A-1.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 2 113 E Fourth St 4/16/2025 Scale: 1/4"=1'-0" EGRESS PLAN1 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY EXIT ACCESS TRAVEL DISTANCE PER TABLE 1017.2 LABC A 85'-3" B 92'-3" C 73'-4" MAXIMUM P.O.T DISTANCE 250'-0" OCCUPANCY LOAD MUST BE POSTED NEAR THE MAIN ENTRY. G.C. TO PROVIDE VISIBLE SIGN STATING THE FOLLOWING: 113 E. 4TH ST, SANTA ANA, CA 92701 SIGN TO BE A MINIMUM SIZE OF 8 1 2" x 11" MAXIMUM CAPACITY 2" 3/ 8 " 3/ 8 " 00 Scale: NTS OCCUPANT LOAD SIGN2 F.E. F.E. F.E. A B C 85'-8 " / 3 = 2 8 ' - 6 " M I N D I S T A N C E 34'-9 " > 2 8 ' - 6 " 65'-3"/2= 3 2 ' - 9 " M I N S E P A R A T I O N 33'-4" SEPARATION PROVIDED A-1.3 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 2 2 2 2 2 2 2 2 113 E Fourth St 4/16/2025 MAKE UP AIR 6" RECESSED FIXTURE LITHONIA LIGHTING OR EQUIV. EMERGENCY LIGHT LIGHTING SCHEDULE MECHANICAL VENTILATION LIGHT ACTIVATED EXIT SIGN ILLUMINATED SIDE 2X4 RECESSED LED LIGHT FIXTURE ORDERING: 2TL4G0LFWMWS CONTROLLED BY DIMMER LITHONIA LIGHTING OR EQUIV. SUSPENDED LIGHTS LITHONIA LIGHTING OR EQUIV. 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY Scale: 1/4"=1'-0" REFLECTED CEILING PLAN1 OPEN CEILING +/- 15'-4" H (N) WALK IN COOLER 10'-0" H +/- 10'-0"H TO T-BAR CEILING SEE DETAILS ON SHEET 1/A-1.5 +/- 10'-0"H TO T-BAR CEILING SEE DETAILS ON SHEET 1/A-1.5 +/- 8'-0"H TO (N) HARD CEILING +/- 10'-0"H TO T-BAR CEILING SEE DETAILS ON SHEET 1/A-1.5 SU S P E N D E D S O F F I T 9' - 0 " +/- 10'-0"H TO (N) HARD CEILING +/- 8'-0"H TO (N) HARD CEILING +/- 10'-0"H TO (N) HARD CEILING +/- 10'-0"H TO T-BAR CEILING SEE DETAILS ON SHEET 1/A-1.5 OPEN CEILING +/- 15'-4" H OPEN CEILING +/- 15'-4" H (N ) 8 ' X 4 ' - 6 " T Y P E I H O O D (N ) 1 2 ' X 4 ' - 6 " T Y P E I H O O D 4 A-1.5 5 A-1.5 5 A-1.5 2 A-4.0 3 A-4.0 6 A-1.5 A-1.4 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 Scale: NTS TYPICAL SUSPENDED CEILING HANGER & SWAY WIRE TO ROOF DECK CONN. DETAIL2 Scale: NTS SUSPENDED CEILING HANGER AND SWAY WIRE TO STEEL FRAMING CONNECTION DETAILS CONNECTION DETAIL3 Scale: NTS TYPICAL SUSPENDED CEILING PANEL AND TEE GRID BRACING DETAIL1 T-BAR NOTES: A HEAVY TYPE OF T-BAR CEILING SHALL BE USED. B. THE WIDTH OF PERIMETER CLOSURE ANGLE SHALL BE 2” MINIMUM IN WIDTH. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A MINIMUM 0.75” CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE +10'-0" AFF 5' - 4 " Scale: 1/4"=1'-0" SUSPENDED WALL DETAIL5 TO HARD CEILING OR T-BAR CEILING SEE FLOOR PLAN 5' - 4 " 30" +10'-0" AFF B.O. SOFFIT Scale: 1/4"=1'-0" SUSPENDED SOFFIT DETAIL4 7' - 0 " Scale: 1/4"=1'-0" SUSPENDED WALL DETAIL6 A-1.5 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 Scale: NTS INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNS3 Scale: NTS DOOR SIGN4 TYPICAL RESTROOM SIGNAGE REQUIREMENTS NOTE: LETTERS & NUMBERS ON SIGNS SHALL BE RAISED, CONTRASTING IN COLOR & HAVE A WIDTH-TO- HEIGHT RATIO OF BETWEEN 3:5 & 1:1 & A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 & 1:10, & RAISED 1/32" MIN. & BE ACCOMPANIED BY BRAILLE RAISED LETTERING. WHERE PERMANENT SIGNAGE IS PROVIDED FOR ROOMS & SPACES, SIGNAGE AS DESCRIBED ABOVE SHALL BE PROVIDED ON THE STRIKE/LATCH SIDE OF THE DOOR. MIN. 6"x6"x1/4" FIELD WITH SYMBOLS 8" MAX.2" RESTROOM MIN. 2"x6"x1/4" FIELD WITH TEXT & GRADE 2 BRAILLE PLACED BELOW PICTOGRAM. ADA RESTROOM SIGNAGE 5/8" HIGH MIN. & 2" MAX. TYPE, RAISED 1/32" HELVETICA MEDIUM UPPERCASE LETTERS. 5' - 0 " C GENDER NEUTRAL Scale: NTS TYP. GRAB BAR DETAIL6 Scale: NTS TACTILE EXIT SIGN7 Scale: NTS INTERNATIONAL ACCESSIBILITY SYMBOL5 Scale: 1/2"=1'-0" ENLARGED RESTROOM PLAN1 17 " - 1 9 " 2'-4" 33 " - 3 6 " 7"-9" 1' - 7 " 1'-0"3'-6" ELEVATION 1 1'-6" 5'-0" 5' - 0 " 8' - 4 " 6' - 0 " 5' - 2 " 3' - 0 " 1' - 0 " 4'-0" 3' - 2 " 5'-0" 13'-9" 4'-0" 1' - 6 " 3' - 0 " 5'-0"1'-10" 1'-6" 5'-0" 5' - 0 " 3' - 0 " 1' - 0 " 1'-10" 1'-7"3'-0" 3' - 1 " 1' - 7 " 1' - 6 " 3'-9" 4' - 0 " 2'-6" 5' - 0 " 5'-0" 5'-0" 1'-7" 5' - 9 " 11 ' - 8 " 1'-9" 10 ' - 7 " 17 " M A X . 1'-7"4'H CERAMIC TILE ELEVATION 2 24 " - 3 4 " pe r 3 0 8 . 2 . 2 2'-0"1'-0" 3'-0" 33 " - 3 6 " 17"-18" 1' - 7 " 5"-6" min ELEVATION 3 1' - 2 " 1'-6" MIN. 40 " M A X TO R E F L E C T I N G S U R F A C E 2'-0"1'-0" 3'-0" 33 " - 3 6 " 17"-18" 1' - 7 " 5"-6" min ELEVATION 5 1' - 2 " 1'-6" MIN. 40 " M A X TO R E F L E C T I N G S U R F A C E 5'-0 " 17 " - 1 9 " 2'-4" 33 " - 3 6 " 7"-9" 1' - 7 " 1'-0"3'-6" ELEVATION 6 ELEVATION 4 1' - 2 " 11" 27 " M I N . 2' - 1 0 " M A X . 40 " M A X TO R E F L E C T I N G S U R F A C E 9" M I N 6"24 " - 3 4 " pe r 3 0 8 . 2 . 2 Scale: 1/2"=1'-0" ENLARGED RESTROOM PLAN2 ELEVATION 8 9' - 1 " 24 " - 3 4 " pe r 3 0 8 . 2 . 2 ELEVATION 7 7"-9" 1' - 7 " 24 " - 3 4 " pe r 3 0 8 . 2 . 2 3'-6" A-2.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 A-2.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 DOOR SCHEDULE 3 4 (EX.) PANIC HARDWARE TEMPERED GLASS TYP.1 TEMPERED GLASS TYP.2 PANIC HARDWARE PANIC HARDWARE 3'-0" 3' - 0 " 3'-0" PANIC HARDWARE PONY WALL DETAIL Scale: NTS WALL BACKING DETAIL5 Scale: NTS DOOR AIR CURTAIN DETAIL4 A-3.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 Scale: 3/4"=1'-0" PONY WALL DETAIL3Scale: 3/4"=1'-0" SNEEZE GUARD W/ PONY WLL DETAIL1 Scale: 3/4"=1'-0" ACCESSIBLE POS COUNTER2 113 E Fourth St 4/16/2025 1' - 2 " 1' - 2 " 7" 3' - 0 " 19"MIN DEEP 27 " M I N . 34 " M A X A . F . F . 41 2" 31 2" 2 GLASS DOOR REFRIGERATOR 3' - 6 " 1' - 6 " 10 ' - 0 " 15 ' - 4 " 10 ' - 0 " 2' - 1 0 " 5' - 4 " 3' - 6 " 2' - 1 0 " 3' - 6 " 3'-0" 3' - 6 " 3' - 6 " 3'-0" 3' - 4 " 5' - 0 " 2' - 1 0 " 3' - 6 " 2' - 1 0 " 9' - 0 " T O S U S P E N D E D S O F F I T 3'-0" 2"GAP A-3.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 Scale: 3/4"=1'-0" PONY WALL BAR DETAIL4 Scale: 3/4"=1'-0" ACCESSIBLE BAR DETAIL5 Scale: 3/4"=1'-0" SALAD BAR DETAIL6 Scale: 3/4"=1'-0" ACCESSIBLE SEATING DETAIL7 Scale: 3/8"=1'-0" INTERIOR FRONT ELEVATION8 Scale: 3/8"=1'-0" INTERIOR BACK BAR ELEVATION9Scale: 3/8"=1'-0" INTERIOR BAR ELEVATION10Scale: 3/8"=1'-0" INTERIOR POS COUNTER ELEVATION11 1 113 E Fourth St 4/16/2025 3' - 6 " (EX.) PANIC HARDWARE AIR CURTAINS A-3.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 Scale: 1/2"=1'-0" INTERIOR WASHING/PREP AREA12 Scale: 1/2"=1'-0" INTERIOR PREP AREA13 113 E Fourth St 4/16/2025 (E) ROOF DECK 18 GA METAL TRACK W/ 0.145"Ø 6" x 1 3 8" MIN. EMBED. HILTI LOW-VELOCITY POWER DRIVEN FASTENERS @24" O.C STAGGERED (ICC ESR-1663, LARR 25646) (N) 11 4"x 3 5 8" 16 GA METAL STUDS @16" O.C PER PLAN. (E) SLAB ON GRADE # 10 TEK SCREWS,TYP EACH SIDE 8' - 0 " T O H A R D C E I L I N G DEFLECTION MIN 5 8" 18 GA. TOP METAL TRACK W/ #10 SCREWS ON TOP Scale: NTS NEW NON BEARING PARTITION WALL2 CLG. JST. PER PLAN WHERE OCCURS 3 5 8" X 18 GA UNPUNCHED TRACK LEDGER W/ (2) # 10 METAL SCREWS TO EA STUD (E) ROOF DECK 18 GA METAL TRACK W/ 0.145"Ø 6" x 1 3 8" MIN. EMBED. HILTI LOW-VELOCITY POWER DRIVEN FASTENERS @24" O.C STAGGERED (ICC ESR-1663, LARR 25646) (N) 11 4"x 3 5 8" 16 GA METAL STUDS @16" O.C PER PLAN. (E) SLAB ON GRADE # 10 TEK SCREWS,TYP EACH SIDE DEFLECTION MIN 5 8" 18 GA. TOP METAL TRACK W/ #10 SCREWS ON TOP Scale: NTS NEW NON BEARING PARTITION WALL1 3 5 8" 8' - 0 " H E I G H T 3 5 8" 10 ' - 0 " M A X . H E I G H T Scale: NTS NEW NON BEARING FUR WALL3 Scale: NTS NEW NON BEARING FUR WALL4 A-4.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 ® ® ® ® ® ® A-4.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 TENANT IMPROVEMENT TO NEW RESTAURANT, ADD (N) TWO TYPE I HOODS & KITCHEN EQUIPMENT. AREA OF WORK: 3,093 S.F. 5 N LOT 5 TIER STORAGE SHELVING 1836NSMETRO 18"WX36"L 16 N 1 WALK IN COOLER CUSTOMNORLAKE 12'-7"W X13'-6"L 2 4 3 N 1 MOP BASIN SINK SE2024FMGSW 20"LX24"WX13"H N 1 CHEMICAL SHELF WS-W1224GSW PER PLAN N 1 MOP & BROOM HOLDER 2-223 X 24BOBRICK 24"L 6 N 1 EMPLOYEE LOCKER 6 TIERGLOBAL 18 19 20 N 1 WAREWASH 3 COMP. SINK SE18183DGSW 90"LX24"DX36"H N 1 PRE RINSE W/ FAUCET AA-984GGSW 12" NPT FEMALE INLETS N 1 OVERHEAD DOUBLE SHELF GSW 7'-0"LDS-1284 26 N 2 STAINLESS STEEL PREP TABLE WT-E6030GSW 30"LX60"WX35"H 23 24 22 N 3 SURFACED MOUNTED SOAP DISPENSER B-2111BOBRICK 4"WX3"DX8"H N 3 SURFACE MOUNTED TOWEL DISPENSER B-262BOBRICK 10"WX3"DX14"H N 2 HAND SINK W/ SPLASH GUARDS HS-0810SGSW 12"WX12"DW12"H 25 N 1 VEGETABLE PREPARATION SINK SE18181LGSW 39"LX24"DX36"H N 1 GRIDDLE CG48MS1CONNERTON 48"WX22"D 66 KBTU35 N 1 GRIDDLE CG72MS1CONNERTON 72"WX22"D 132 KBTU34 38 N 1 2 GLASS DOOR REFRIGERATOR TRUE GDM-49-HC~TSL01 54"WX26"DX78"H SELF CONTAINED115/60/1 7.3 A 33 N 1 SOLID FUEL OVEN (CHARCOAL )-B08430SCNORCAL OVENWORKS 17 N 1 ICE MAKER W/ BACK FLOW PREVENTER ICETRO IM-0460-AC/AH 30"WX24.8"DX22.6"H 37 N 1 AIR CURTAIN LPV260-1UMARS 60"L 115/60/1 2.4 A 1 N 1 WATER HEATER GPDV75-75RHEEM 75100 BTU 39 N 1 SALAD BAR SPE60HC-24-SBEVERAGE AIR 60"W X 30"D X 36"H SELF CONTAINED115/60/1 5.4 A 115/60/1 15 A 30 N 1 STAINLESS STEEL PREP TABLE WT-E3036GSW 30"LX30"WX35"H 28 N 1 SALAD PREP TABLE DSP60-24MDUKERS 60"LX34"DX45"H 29 N 1 ELECTRIC STEAM TABLE #423EST5WOPBKSERVIT 71"W X 30"D X 34"H 208-240 3750W 32 N 1 TYPE I EXHAUST ISLAND HOOD THERMOTEK 8'-0" X 4'-6" 36 N 1 TYPE I EXHAUST ISLAND HOOD THERMOTEK 12'-0" X 4'-6" 8 N 3 POS ---- - 31 N 1 2 DOOR WORKTOP REFRIGERATOR SS-WT-60R-HCAVANTCO 115/60/1 1.3 A60"W X 30"D X 36"H 17.1 N 1 ICE WATER FILTER PENTAIR QTI10-2 40 N 1 WATER FAUCET W/ FILTER CARTRIDGE EC-1210-08-WFKT & S 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY Scale: 1/4"=1'-0" EQUIPMENT FLOOR PLAN1 37 22 28 29 30 31 35 34 33 32 36 8 8 6 2 26 26 25 22 18 19 27 17 16 38 39 9 8 9 5 5 7 7 5 4 3 10 1113 14 12 7 7 7 77 77 7 5 7 20 21215 24 23 23 24 27 E/NITEM #QTY.EQUIPMENT MANUFACTURE MODEL # EQUIPMENT SCHEDULE PLUMBING C.W. H.W.DIRECTDRAIN INDIRECTDRAIN GAS (KBTU) ELECTRICAL NSF ULCOMMENT AMPVOLT EQUIPMENT DIMENSION 7 N LOT 5 TIER STORAGE SHELVING 1848NSMETRO 18"WX48"L 9 N 2 U/C GLASS DOOR REFRIGERATOR 178UBB48GHCAVANTCO 48.75"Wx24"Dx36"H 115/60/1 3.5 A SELF CONTAINED 10 N 1 DRAFT BEER 4006-6BPERLICK 48.75"Wx24"Dx36"H 11 N 1 UNDERBAR 4-COMP SINK W/ FAUCET KR19-64CKROWNE 72"Wx19"Dx36"H 12 N 1 UNDERBAR HAND SINK W/ SOAP & TOWEL 18-1CKROWNE 12"Wx19"Dx36"H 13 N 1 BAR ICE BIN W/ DBL SPEED RAIL, COLD PAN KR18-2410KROWNE 24W X18"D X 36.5"H 14 N 1 DRAINBOARD KR19-GS24KROWNE 24"W x 20"D x 32"H 15 N 1 DROP IN HAND SINK W/ SIDE SPLASH HS-1014ISGSW 19-1/8 x 13-1/8 x 16 17.1 E/NITEM #QTY.EQUIPMENT MANUFACTURE MODEL # EQUIPMENT SCHEDULE PLUMBING C.W. H.W.DIRECTDRAIN INDIRECTDRAIN GAS (KBTU) ELECTRICAL NSF ULCOMMENT AMPVOLT EQUIPMENT DIMENSION 27 N 2 OVERHEAD DOUBLE SHELF GSW 6'-0"LDS-1272 40 11 A-3.1 8 A-3.1 8 A-3.1 8 A-3.1 12 A-3.2 13 A-3.2 10 A-3.1 9 A-3.1 2 A-3.0 3 A-3.0 4 A-3.1 1 A-3.0 5 A-3.1 6 A-3.1 4 A-4.0 21 N LOT 5 TIER STORAGE SHELVING 1860NSMETRO 18"WX60"L75 GAL 2" 15 23 24 10.1 10.1 N 1 MOUNT BEER DRIP TRAY #600BDR36SREGENCY 36"W x 5"D x 3 4 "H NOTE: ALL FLOOR SINKS SHALL BE IN-LINE WITH THE FRONT FACE OF FREE STANDING EQUIPMENT PER HEALTH DEPT REQUIREMENTS. 1 KIT-1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 1 1 1 1 1 1 1 113 E Fourth St 4/16/2025 M-0.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1.REFERENCE CODES: 1.1 2022 CALIFORNIA BUILDING CODE 1.2 2022 CALIFORNIA MECHANICAL CODE 1.3 2022 CALIFORNIA PLUMBING CODE 1.4 2022 CALIFORNIA ELECTRICAL CODE 1.5 2022 CALIFORNIA TITLE-24 ENERGY CODE 1.6 2022 CALIFORNIA FIRE CODE 1.7 2022 CALIFORNIA GREEN BUILDING STANDARDS 1.8 2023 CITY OF HUNTINGTON BEACH AMENDMENTS CODES 113 E Fourth St 4/16/2025 TOP OF THERMOSTAT 24" MAX FINISHED FLOOR OVER OBSTRUCTION FINISHED FLOOR MOUNT HEIGHT TOP OF THERMOSTAT 34 " M A X 48 " M A X 48 " M A X 36 " M I N DEMOLITION / ALTERATION NOTES 1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VISIT THE EXISTING PROJECT SITE, ACQUAINT HIMSELF WITH ALL EXISTING CONDITIONS, AND ASCERTAIN THE EXTENT OF WORK INVOLVED IN REMOVING EXISTING EQUIPMENT AND INSTALLING NEW EQUIPMENT, DUCTWORK AIR DISTRIBUTION DEVICES, PIPING CONTROLS, AND ALL OTHER APPURTENANCES PERTAINING TO THE ABOVE. HE SHALL PROVIDE ALL LABOR, MATERIALS, ETC. REQUIRED FOR THE COMPLETE NEW INSTALLATION, ALTERATIONS, ETC. FOR THE COMPLETION OF THE PROJECT. BY THE ACT OF SUBMITTING A BID, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH AN EXAMINATION TO HAVE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE ALLOWANCES THEREFORE IN PREPARING HIS FIGURE. 2. WHERE INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL DISCONNECT THE EXISTING EQUIPMENT NOT TO BE USED FOR THE REHABILITATION OF THIS PROJECT INCLUDING HEATING UNITS, VENTS, CONTROLS, PIPING, CONDUITS SUPPORTS ETC. PREPARING THE EXISTING ABOVE EQUIPMENT FOR REMOVAL. 3. ALL MATERIALS, EQUIPMENT, PIPING, DUCTWORK, ETC., WHICH ARE TO BE REMOVED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS INDICATED OTHERWISE AND SHALL BE REMOVED FROM THE SITE. WHERE SUCH MATERIALS, EQUIPMENT, ETC., ARE TO BE REMOVED, IT SHALL BE REMOVED, IT ITS ENTIRETY, FROM THE PREMISES, AND CARE TAKEN TO ENSURE THAT NO OPEN ENDS EXIST IN PIPING, DUCTWORK, ETC., WHICH REMAIN IN PLACE OR IN SERVICE. BLANKED OR OTHER APPROVED MEANS OF CLOSURE METHOD. 4. THE DRAWINGS ARE DIAGRAMMATIC ONLY, DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATIONS OF EQUIPMENT, DUCTS, OR PIPING. LOCATIONS OF EXISTING EQUIPMENT, DUCTS, PIPES, ETC., ARE APPROXIMATE AND ARE INDICATED FOR REFERENCE ONLY. EXACT LOCATIONS AND SIZES SHALL BE VERIFIED IN THE FIELD. 5. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING THE BID. ALL DEMOLITION, ALTERNATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN BASE CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED. 6. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACE, ETC. ANY EXISTING DUCTS, GRILLS, EQUIPMENT, PIPING, OR OTHER EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. 7. NOTIFY THE ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURAL WALLS. 8. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES, AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. 9. EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECT ION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY. 10. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH W ILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. ALL DEBRIS SHALL BE DISPOSED OF IN AN APPROVED MANNER. 11. DO ALL DRILLING, CUTTING, ETC REQUIRED TO DEMOLISH WORK AS INDICATED OR PROVIDE BLANK COVER PLATE ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OR DEVICE. 12. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN THE RATING OF THE STRUCTURE. 13. ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE SALVAGED MATERIALS SHALL REMAIN IN THE PROPERTY OF THE OWNER. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE PREMISES AS DIRECTED BY THE OWNER AND NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. DISPOSE OF ALL HAZARDOUS MATERIALS PER GUIDELINES OF THE STATE OF CALIFORNIA, DEPARTMENT OF HEALTH SERVICES AND OTHER AGENCIES HAVING JURISDICTION. 14. CONTRACTOR SHALL FIELD VERIFY EXISTING EQUIPMENT, DUCTS, PIPES, REGISTERS, ETC., AS REQUIRED AND REMOVED ALL MARKED TO BE DEMOLISHED IN A NEAT AND ORDERLY MANNER AND CAP AT NEAREST ACTIVE TEE. 15. SCHEDULE AND COORDINATE INSTALLATION AND DEMOLITION WORK WITH OWNERS REPRESENTATIVE TO MEET REQUIRED PHASING OF THE PROJECT. KITCHEN HOOD NOTES 1. a.ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES. A FIRE EXTINGUISHING SYSTEM IS REQUIRED PER SECTION 513 CMC. HOOD SYSTEM MUST HAVE FIRE DEPARTMENT APPROVAL. HOOD MUST HAVE A MINIMUM CLEARANCE OF 18” FROM COMBUSTIBLES OR A MINIMUM OF 3” FROM PROTECTED COMBUSTABLES. ROOF BLOWERS MUST BE A MINIMUM OF 10’ FROM AIR CONDITIONERS, EVAP. COOLERS, AND/OR ADJACENT PROPERTY LINES THE BOTTOM OF THE EXHAUST OUTLET SHALL BE A MINIMUM OF 24” ABOVE THE ROOF. IF A SCOOP IS INSTALLED ON THE DISCHARGE SIDE OF A CENTRIFUGAL FAN. b. THE DUCT SHALL BE CONSTRUCTED OF METAL IN COMPLIANCE WITH CHAPTER 5 OF CMC 2022. c.THE DUCT SHALL HAVE ADEQUATE OPENINGS AT THE LOWEST POINT TO PERMIT DRAINAGE OF GREASE TO A SUITABLE COLLECTION DEVICE. d.THE DISTANCE FROM THE BOTTOM OF THE CEILING TO THE TOP OF THE HOOD IS TO BE A 3” MINIMUM. IF DISTANCE IS LESS THAN 18” EXTEND A SOLID FIRE RATED CEILING (TYPE X GYP BD OR PLASTER) 18” BEYOND OUTER EDGES OF HOOD e.WEATHER PROTECTION FOR OPENINGS TO BE A MINIMUM 26 GA. GALV. METAL SHIELD. ( OR COLLAR ) TO SEAL DUCT AT POINT OF PENETRATION OF CEILING AND/OR WALLS f.ALL CANOPY TYPE HOODS SHALL OVERHANG A MINIMUM OF 6” BEYOND THE COOKING SURFACE ON ALL SIDES. g.THE EXHAUST AND MAKE-UP AIR SYSTEMS SHALL BE CONNECTED BY AN INTERLOCKING SWITCH THE FIRE EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO THE FUEL AND/OR THE CURRENT SUPPLY SHALL BE AUTOMATICALLY SHUT OFF WHEN FIRE EXTINGUISHING SYSTEM IS ACTIVATED. h.FIRE DEPARTMENT APPROVAL ON FIRE PROTECTION SYSTEMS FOR GREASE HOODS AND DUCTS ARE REQUIRED BY SECTION 513 CMC OF THE MECHANICAL CODE AND IS REQUIRED BY FIRE CODE. i.ALL FIRE-EXTINGUISHING SYSTEMS SHALL BE INTERCONNECTED TO THE FUEL OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTIVATED. j.ALL SEAMS, JOINTS, AND PENETRATIONS OF THE HOOD ENCLOSURE THAT DIRECT & CAPTURE GREASE-LADEN VAPORS & EXHAUST GASES SHALL HAVE A LIQUID TIGHT CONTINUOUS EXTERNAL WELD TO THE LOWER OUTERMOST PERIMETER OF THE HOOD. 2.QUANTITY AND SIZE OF LISTED GREASE FILTERS TESTED IN ACCORDANCE WITH UL1046. 3.DUCT ENCLOSURE SHALL BE VENTILATED TO THE EXTERIOR THROUGH WEATHER PROTECTED OPENINGS. 4.ALL CANOPY TYPE HOODS SHALL OVERHANG A MINIMUM OF 6” BEYOND THE COOKING SURFACE ON ALL OPENING SIDES. EXCEPTION: LISTED EXHAUST HOODS IF NOTED AS PART OF THEIR LISTING. 5.THE DISTANCE BETWEEN THE LOWEST EDGE OF GREASE REMOVAL DEVICE AND THE COOKING SURFACE SHALL NOT BE LESS THAN 18”. GREASE REMOVAL DEVICES SERVING CHARBROILERS SHALL HAVE A MINIMUM VERTICAL DISTANCE OF FOUR(4) FEET. EXCEPTION: GREASE REMOVAL DEVICES SUPPLIED AS PART OF LISTED HOOD ASSEMBLIES INSTALLED IN ACCORDANCE WITH THE TERMS OF THE LISTING AND MANUFACTURER INSTALLATION INSTRUCTIONS. 6.FILTERS SHALL BE INSTALLED AT AN ANGLE NOT LESS THAN 45 FROM THE HORIZONTAL 7.DUCT AIR VELOCITY SHALL BE SUFFICIENT FOR CAPTURE AND REMOVAL OF GREASE-LADEN COOKING VAPORS, THE AIR VELOCITY THROUGH ANY DUCT SHALL BE NOT LESS THAN 500 FPM AND NOT MORE THAN 2500 FEET PER MINUTE. 8.THE OWNER OF ESTABLISHMENT SHALL BE RESPONSIBLE FOR CLEANLINESS, MAINTENANCE & INSPECTION OF KITCHEN EXHAUST SYSTEM, FIRE PROTECTION, COOKING EQUIPMENT 9.A DRAWING OF THE EXHAUST SYSTEM(S) INSTALLATION ALONG WITH A COPY OF OPERATION INSTRUCTIONS FOR SUBASSEMBLIES & COMPONENTS USED IN THE EXHAUST SYSTEM(S) INCLUDING ELECTRICAL SCHEMATICS, SHALL BE AVAILABLE ON THE PREMISES. 10.HOOD EXHAUST FAN SHALL CONTINUE TO OPERATE AFTER THE EXTINGUISHING SYSTEM HAS BEEN ACTIVATED UNLESS FAN SHUT DOWN IS REQUIRED BY A LISTED COMPONENT OF THE VENTILATION SYSTEM. 11.THE HOOD, DUCT AND EXHAUST OUTLET SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 5 & 6 OF CURRENT EDITION OF C.M.C AS ADOPTED BY THE LOCAL BUILDING & SAFETY DEPARTMENT. 12.EXPOSED DUCT SYSTEMS SHALL HAVE A CLEARANCE OF AT LEAST 18" FROM UNPROTECTED COMBUSTIBLE CONSTRUCTION, PER C.M.C 2022 SECTION 507.4. 13.HOOD EXH.(GEASE)DUCTS SHALL BE MIN. 16 GAUGE GALV. STEEL (OR 18 GUAGE STAINLESS STEEL) WELDED AIR TIGHT@EXTERIOR SEAMS. 14.SLOPE ALL GREASE DUCTS@ MINIMUM 14" PER FT. (2%)TOWARDS HOOD. 15.PROVIDE UL 300 FIRE PROTECTION SYSTEM. 16.THE EXHAUST AND MAKEUP AIR SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH. 17.DUCTS AT EXTERIOR LOCATION SHALL BE PROTECTED ON EXTERIOR BY PAINT OR OTHER SUITABLE WEATHER-PROTECTIVE COATING OR BE CONSTRUCTED OF STAINLESS STEEL. 18.DUCT SYSTEM SHOULD BE INSTALLED SO GREASE CANNOT BE POCKETED. THE SYSTEM SHALL SLOPE NOT LESS THAN 14" PER FOOT TOWARD THE HOOD OR TOWARD THE GREASE RESERVOIR. (WHERE HORIZONTAL DUCTS EXCEED 75' IN LENGTH THE SLOPE SHALL BE MINIMUM 19.GENERAL SPECIFICATIONS IN LIEU OF THE ACTUAL SECTIONAL ELEVATION VIEWS ARE NOT ACCEPTABLE. 20.THE DUCT ENCLOSURE SHALL BE SEALED AROUND THE DUCT AT THE POINT OF PENETRATION. (CMC 510.7) 21.THE FIRE EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO THE FUEL OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED. (LAMC 513.4) 24.THE FIRE-EXTINGUISHED SYSTEM SHALL BE INTERCONNECTED TO THE FUEL OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED. 25.EXPOSED GREASE HOOD SYSTEMS SERVING A TYPE -I HOOD SHALL HAVE A CLEARANCE FROM UNPROTECTED COMBUSTIBLE CONSTRUCTION AT LEAST 18 INCHES. CLEARANCE MAY BE REDUCED TO NOT LESS THAN 3 INCHES WHEN THE COMBUSTIBLE CONSTRUCTION IS PROTECTED WITH MATERIAL REQUIRED FOR ONE- HOUR FIRE-RESISTIVE CONSTRUCTION. 26.ACCESS OPENINGS FOR CLEANING, MAINTENANCE, AND INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH CMC 510.3 27.A CERTIFIED AIR BALANCE REPORT, INCLUDING OUTSIDE AIR VENTILATION, WILL BE PROVIDED TO THE INSPECTOR AT THE TIME OF INSPECTION SHOWING COMPLIANCE WITH THE DESIGN VALUES. 28.AT THE TIME OF ROUGH INSTALLATION ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. 29.CONDENSATE DRAINS SHALL CONNECT INDIRECTLY TO THE DRAINAGE SYSTEM THROUGH AN AIR GAP OR AIR BREAK TO PROPERLY TRAPPED AND VENTED RECEPTORS, DRY WELLS, LEACH PITS, OR THE TAILPIECE OF PLUMBING FIXTURES. M-0.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 113 E Fourth St 4/16/2025 TOILET EXHAUST FAN SCHEDULE SYMB AREA SERVING MANUF.MODEL TYPE CFM TOTAL STATIC (IN WC) RPM ELECTRICAL VOLT PH AMPS OPERATION WEIGHT (LB) REMARKS RESTROOM GREENHECK SP-A100 CEILING MOUNT 100 0.33 1100 120 1 .6 35 PROVIDE BACKDRAFT DAMPER, FAN SHALL BE INTERLOCKED WITH LIGHT SWITCH QTY. 2 MINIMUM VENTILATION RATES IN BREATHING ZONE TABLE 402.1 - 403.2.2 ASHRE 62.1: TABLE 6.2.2.1) (6.2.2.2) 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY 6' - 1 0 " BDD BDD NOTE: COORDINATE EXISTING DUCT, FAN COILS AND PIPE RUNS WITH PROPOSED FULL HEIGHT WALLS. INFORM ARCHITECT/ENGINEER RELOCATE IF NECESSARY EX. 8"Ø OSA EX. 8"Ø OSA EX. 8"Ø OSAEX. 8"Ø OSA EX . 1 0 " Ø O S A (EX.) MVD (EX.) MVD (EX.) MVD T 5"Ø 5" Ø 6" Ø T T T EX . 2 4 " X 8 " O S A MVD MVD MVD 12"Ø 14"Ø 16 " Ø 18 " Ø MVD 18"Ø MVD MVD 16"Ø MVD 6" Ø 8" Ø 6"Ø 6"Ø MVDMVD 8"Ø 8"Ø 8"Ø 12 " Ø 16"Ø 16 " Ø MVD EX . 2 4 " X 8 " O S A EX . 1 2 " X 1 0 " O S A 10"Ø MVD BDD BDD MVDMVD 12"Ø 10"Ø MVD MVD 12"Ø 12 " Ø 16"Ø 18"Ø MVD 10"Ø MVDMVDMVD MVDMVD 12"Ø14"Ø 10"Ø 12 " Ø 18 " Ø MVD MVD 10 " Ø MVD 12 " Ø MVD10"Ø MVD 16"Ø MVDMVD 10"Ø 10"Ø 12"Ø 12 " Ø 12 " Ø 12 " Ø 18 " Ø 10"Ø 20 " Ø MVD MVD MVD 10 " Ø MVD MVD 10" Ø 10" Ø 12"Ø 12"Ø MVD 10 " Ø 10 " Ø MVD 14 " Ø 16"Ø 16"Ø 18"Ø 16"Ø MVD EX . 2 2 " X 8 " O . S . A . 18"Ø 18" Ø Scale: 1/4"=1'-0" HVAC PLAN1 M-1.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 HOOD #1 CALCULATIONS HOOD SIZE : ............................................. 12'-0" X 4'-0" TOTAL CFM : ............................................. 3,600 CFM DUCT SIZE:......(2.5 SQ.FT).................. 18"X20" VELOCITY: .....................3600 / 2.5 = 1,440 FPM VELOCITY PRESSURE (Pv) (1440 4005)² = 0.129 "W.C. FITTING LOSS = Σ CxPv = 2.65 X0.0.129= 0.34 " W.C. DUCT SIZE:......(2.5 SQ.FT).................. 12"X30" VELOCITY: .....................3600 / 2.5 = 1,440 FPM VELOCITY PRESSURE (Pv) (1440 4005)² = 0.129 "W.C. FITTING LOSS = Σ CxPv = 1.7 X0.129= 0.22 " W.C. DUCT LOSS ................= 40'X0.2/100= 0.08"W.C. HOOD & FILTER LOSS (MANUFAC.)= 0.532"W.C. TOTAL LOSSES...0.34+0.22+0.08+0.532 = 1.172 "W.C. REQUIRED FAN CAPACITY MINIMUM FAN CAPACITY SHALL BE 3600 CFM @ 1.172 (" W.C.) E.S.P. PROVIDED 3600 CFM @ 1.5(" W.C.) E.S.P. AIR BALANCE SCHEDULE 1- O.S.A. FROM A/C BY SHELL ·(EX.) FC-H1 380 (CFM) ·(EX.) FC-H2 220 (CFM) ·(EX.) FC-H3 220 (CFM) ·(EX.) FC-H4 220 (CFM) ·(EX.) FC-H5 220 (CFM) TOTAL O.S.A 1,260 (CFM) ·2- SUPPLY (MAKE-UP AIR) ·MUA-1 3,100 (CFM) ·MUA-2 3,600 (CFM) 3- TOTAL SUPPLY TO SPACE 7,960 (CFM) 4- EXHAUST AIR ·KITCHEN HOOD #1 3600 (CFM) ·KITCHEN HOOD #2 4000 (CFM) ·TOILETS EXH. 200 (CFM) TOTAL EXH. 7800 (CFM) TENANT SPACE AIR BALANCE: 7,960 CFM(+VE) - 7800 CFM(-VE)= 160 (CFM) (+VE) FOR NET EXFILTRATION AIR BALANCE REPORT AN AIR BALANCE REPORT BY A QUALIFIED "NEBB" OR "AABC" CONTRACTOR SHALL BE PROVIDED TO THE BUILDING DIVISION FOR HVAC SYSTEMS PERFORMANCE TOGETHER. WITH COMPLETED TITLE-24 TESTING AND DOCUMENTATION FORMS (MECH-2-A), (MECH-3-A) AND (MECH-4-A) ATTACHED FOR REVIEW AND ACCEPTANCE PRIOR TO FINAL INSPECTION OR OCCUPANCY (C.G.B. C.S. 5. 410.4.3.1, CMC 407.3 & 511.3). HOOD #2 CALCULATIONS HOOD SIZE : ............................................. 8'-0" X 4'-0" TOTAL CFM : ............................................. 4,000 CFM DUCT SIZE:......(2.5 SQ.FT).................. 12"X30" VELOCITY: ....................4,000 / 2.5 = 1,600 FPM VELOCITY PRESSURE (Pv) (1600 4005)² = 0.16 "W.C. FITTING LOSS = Σ CxPv = 3.0 X0.16= 0.48 "W.C. DUCT SIZE:......(1.5 SQ.FT).................. 12"X18" VELOCITY: .....................2000 / 1.5 = 1,334 FPM VELOCITY PRESSURE (Pv) (1334 4005)² = 0.11 "W.C. FITTING LOSS = Σ CxPv = 6.5 X0.11= 0.715 "W.C. DUCT LOSS ................= 120'X0.2/100= 0.24 "W.C. HOOD & FILTER LOSS (MANUFAC.)= 0.422"W.C. TOTAL LOSSES...0.48+0.715+0.24+0.422 = 1.857 "W.C. REQUIRED FAN CAPACITY MINIMUM FAN CAPACITY SHALL BE 4000 CFM @ 1.857 (" W.C.) E.S.P. PROVIDED 4000 CFM @ 3.0 (" W.C.) E.S.P. 14 " Ø 14 " Ø 18 " Ø 18 " Ø 18"Ø 14"X28" 14" Ø 16 " Ø 20 " Ø 14"Ø 16 " Ø 14"X28" MAKE UP AIR DUCT PLANHOOD EXHAUST DUCT PLAN EX. 14"X28" EX. 14"X28" SCHEMATIC AIR BALANCE DIAGRAM (NO SCALE) 10'-0" MIN a 14"Ø DUCT DN. AND CONNECT TO 8"X36" SUPPLY COLLAR BELLOW EXHAUST DUCT . b a b 12" X 30" 22" BELLOW CEILING (RUN DUCT BELLOW MAKE UP AIR DUCTS) c c 20" WIDE X18" DEEP GREASE EXHAUST DUCT (RUN DUCT ABOVE MAKE UP AIR DUCT CONNECTION TO COLLAR) 16"Ø 18 " Ø d d RUN MAKE UP AIR DUCT OVER HOOD #2 EXHAUST DUCT M-1.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 113 E Fourth St 4/16/2025 (N) 8'-0"X4'-6" TYPE I EXHAUST HOOD #2 S/ S S K I R T S/ S S K I R T 10 ' - 0 " SOLID FUEL OVEN TYPE: CHARCOAL 1'-0"1'-0" 10 ' - 0 " T O - T B A R C E I L I N G S/ S S K I R T S/ S S K I R T Scale: NTS HOOD #2 SECTION1 (N) 12'-0"X4'-6" TYPE I EXHAUST HOOD #1 48" GRIDDLE 72" GRIDDLE 1'-0"1'-0" Level 1 122' -2 3/4" Level 2 138' -2 3/4" Level 3 149' -2 3/4" Level 4 160' -2 3/4" 1' - 0 " 4 C O U R S E S 1' - 0 " 12'-10 "11'-4" 12 ' - 1 1 " 48 " M A X ALL HOODS SHALL BE FLASHED TO THE CEILING S/ S S K I R T S/ S S K I R T 6' - 8 " 2' - 0 " 8' - 8 " 13 ' - 6 " (N) 8'-0"X4'-6" TYPE I EXHAUST HOOD #2 HOOD #1 CALCULATIONS HOOD SIZE : ............................................. 12'-0" X 4'-0" TOTAL CFM : ............................................. 3,600 CFM DUCT SIZE:......(2.5 SQ.FT).................. 18"X20" VELOCITY: .....................3600 / 2.5 = 1,440 FPM VELOCITY PRESSURE (Pv) (1440 4005)² = 0.129 "W.C. FITTING LOSS = Σ CxPv = 2.65 X0.0.129= 0.34 " W.C. DUCT SIZE:......(2.5 SQ.FT).................. 12"X30" VELOCITY: .....................3600 / 2.5 = 1,440 FPM VELOCITY PRESSURE (Pv) (1440 4005)² = 0.129 "W.C. FITTING LOSS = Σ CxPv = 1.7 X0.129= 0.22 " W.C. DUCT LOSS ................= 40'X0.2/100= 0.08"W.C. HOOD & FILTER LOSS (MANUFAC.)= 0.532"W.C. TOTAL LOSSES...0.34+0.22+0.08+0.532 = 1.172 "W.C. REQUIRED FAN CAPACITY MINIMUM FAN CAPACITY SHALL BE 3600 CFM @ 1.172 (" W.C.) E.S.P. PROVIDED 3600 CFM @ 1.5(" W.C.) E.S.P. HOOD #2 CALCULATIONS HOOD SIZE : ............................................. 8'-0" X 4'-0" TOTAL CFM : ............................................. 4,000 CFM DUCT SIZE:......(2.5 SQ.FT).................. 12"X30" VELOCITY: ....................4,000 / 2.5 = 1,600 FPM VELOCITY PRESSURE (Pv) (1600 4005)² = 0.16 "W.C. FITTING LOSS = Σ CxPv = 3.0 X0.16= 0.48 "W.C. DUCT SIZE:......(1.5 SQ.FT).................. 12"X18" VELOCITY: .....................2000 / 1.5 = 1,334 FPM VELOCITY PRESSURE (Pv) (1334 4005)² = 0.11 "W.C. FITTING LOSS = Σ CxPv = 6.5 X0.11= 0.715 "W.C. DUCT LOSS ................= 120'X0.2/100= 0.24 "W.C. HOOD & FILTER LOSS (MANUFAC.)= 0.422"W.C. TOTAL LOSSES...0.48+0.715+0.24+0.422 = 1.857 "W.C. REQUIRED FAN CAPACITY MINIMUM FAN CAPACITY SHALL BE 4000 CFM @ 1.857 (" W.C.) E.S.P. PROVIDED 4000 CFM @ 3.0 (" W.C.) E.S.P. 40'-0" M-1.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S NOTES: ·A PERFORMANCE TEST SHALL BE CONDUCTED UPON COMPLETION AND BEFORE APPROVAL OF A VENTILATION SYSTEM SERVING COMMERCIAL COOKING APPLIANCES. THE TEST SHALL VERIFY THE EXHAUST AIRFLOW RATE IN ACCORDANCE WITH SECTIONS 508.10.1.2 THRU 508.10.1.5 OR THE AIRFLOW RATE STAMPED ON LISTED HOOD. 2022 CMC SEC. 511.2.2.1. ·OVERLAPPING DUCT CONNECTIONS OF EITHER THE TELESCOPING JOINT OR THE BELL TYPE OR FLANGE TYPE SHALL BE USED FOR WELDED FIELD JOINTS ON GREASE DUCT CONSTRUCTION, NO BUTT WELDED FIELD JOINTS ALLOWED. 2022 CMC SEC. 510.5.3.2 AND 510.5.4. 113 E Fourth St 4/16/2025 FAN SCHEDULE EQUIPMENT NO.SERVICE LOCATION CFM STATIC PRESS. (IN. W.G.) BHP RPMMANUFACTURER & MODEL VOLT. GREEN HECK TCB-1-18 TYPE I EXH. HOOD KITCHEN CEILING 3600 N/E N HP WEIGHT 1.5 13791.72 2.0 176 lbs208/230 NOTES CENTRAL BLOWER 20-BI TYPE I EXH. HOOD ROOF 4000N 3.0 14912.85 3.0 380 lbs208/230 MAKE UP AIR SCHEDULE EQUIPMENT NO.SERVICE LOCATION CFM STATIC PRESS. (IN. W.G.) BHP RPMMANUFACTURER & MODEL VOLT. / PH.N/E N HP WEIGHT NOTES KITCHEN ROOF 3100 0.5 - 3/4 450 360115/120CHAMPION 5000 SD INTERLOCK WITH EF-1 INTERLOCK WITH MUA-1 INTERLOCK WITH MUA-2 N KITCHEN ROOF 3600 0.5 - 3/4 450 360115/120CHAMPION 5000 SD INTERLOCK WITH EF-2 1 PROVIDE ACCESSIBLE MVD AND SET TO SPECIFIED CFM VALUE IN THE TABLE 2 INTERLOCK EXHAUST FANS WITH AC FAN COIL SUPPLY FANS FOR SIMULT. OPERATION FC/R H1 FC/R H2 FC/R H1 FC/R H2 1 1 2 2 FI R E W A L L FI R E W A L L DN 1-007 (N) 2 MUA (N) 2 MUA (N) Scale: 1/4"=1'-0" PARTIAL ROOF PLAN1 14"X28" MAKE UP AIR DUCT 14"X28" MAKE UP AIR DUCT 10 ' - 0 " M I N M-2.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 113 E Fourth St 4/16/2025 M-3.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 113 E Fourth St 4/16/2025 M-3.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 5 113 E Fourth St 4/16/2025 M-4.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 113 E 4TH ST. , SANTA ANA, CA 92701 IG DRAFTING DESIGN STEVEN GARCIA 23448 VANOWEN ST WEST HILLS CA, 91307 2024-07-30 818-826-1627 MIKE HAJILOO M27303 MIKE HAJILOO PE 19562 VENTURA BLVD. STE #234 TARZANA, CA 91356 818-826-1627 2024-07-30 113 E 4TH ST. , SANTA ANA, CA 92701 113 E Fourth St 4/16/2025 M-4.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 113 E 4TH ST. , SANTA ANA, CA 92701 113 E Fourth St 4/16/2025 M-4.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S IG DRAFTING & DESIGN STEVEN GARCIA 23448 VANOWEN ST WEST HILLS CA, 91307 2024-07-30 818-826-1627 MEHRDAD HAJILOO M27303 MEHRDAD HAJILOO PE 19562 VENTURA BLVD. STE #234 TARZANA, CA 91356 818-826-1627 2024-07-30 113 E 4TH ST. , SANTA ANA, CA 92701 113 E Fourth St 4/16/2025 PLUMBING SPECIFICATIONS: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING CODES AND REQUIREMENTS. NOTHING IN THIS SPECIFICATION SHALL BE CONSTRUED TO PERMIT DEVIATION FROM THE REQUIREMENTS OF THE GOVERNING CODES. 2.THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND SHALL VERITY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED TO ARCHITECT IMMEDIATELY UPON DISCOVERY. 3.AFTER THE CONTRACT HAS BEEN AWARDED THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR INADEQUATE FIELD INVESTIGATION OR IMPROPER EVALUATION OF THE CONTRACT DOCUMENTS WHICH RESULT IN ADDITIONAL COST. 4.THE PLUMBING CONTRACTOR SHALL FURNISH ALL MATERIAL AND EQUIPMENT AND PERFORM ALL LABOR TO INSTALL PLUMBING SYSTEMS COMPLETELY, AS INDICATED ON THE DRAWINGS, AS REQUIRED BY CODE, AND AS SPECIFIED HEREIN. THE WORK INCLUDES FINAL CONNECTIONS TO EQUIPMENT AND FIXTURES PROVIDED BY OTHERS. 5.THE PLUMBING CONTRACTOR SHALL OBTAIN PERMIT, LICENSES, AND PAY FOR ALL FEES REQUIRED TO PERFORM THE CONTRACT WORK AND SHALL PROVIDE TO OWNER ACCEPTABLE RECORD COPIES. 6.ALL MATERIAL AND EQUIPMENT SHALL BE NEW, FULL WEIGHT, AND OF THE BEST QUALITY WITH THE SAME BRAND OR MANUFACTURER USED FOR EACH CLASS OD MATERIAL OR EQUIPMENT. MATERIAL SHALL BE INSTALLED IN A NEAT AND PROPER MANNER BY COMPETENT,SKILLED SPECIALISTS. 7.THE PLUMBING CONTRACTOR SHALL PROVIDE ALL FIXTURES UNLESS OTHERWISE NOTED AND SHALL COORDINATE WITH THE KITCHEN EQUIPMENT CONTRACTOR. THE PLUMBING CONTRACTOR SHALL MAKE ALL ROUGH-IN AND FINAL CONNECTIONS, AND PROVIDE ALL INTERCONNECTING PARTS INCLUDING VALVES, PRESSURE REGULATORS, TEMPERATURE AND PRESSURE SAFETY RELIEF VALES, TRAPS, STRAINERS AND SUPPLY SHUT-OFF VALVES. 8.REFER TO ROUGH-IN DRAWINGS FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR FOR EXACT LOCATION OF WATER PIPING SUPPLIES AND DRAIN LOCATIONS TO SERVE FOOD SERVICE EQUIPMENT. 9.COORDINATE WITH THE WORK OF OTHER SECTIONS AND TRADES, WITH EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. 10. THE PLUMBING CONTRACTOR SHALL PROVIDE FLOOR DRAINS A SHOWN ON THE DRAWINGS AND AS REQUIRED BY CODE, AND SHALL SET FLOOR DRAINS TO ALLOW POSITIVE DRAINAGE IN A 6'-0" DIA. CIRCULAR PATTERN. 11.THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL FLOOR SINKS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY CODE. FLOOR SINKS SHALL BE SET TO ALLOW POSITIVE DRAINAGE AND SHALL BE ACCESSIBLE FOR CLEANING, FOR EXAMPLE, HALF UNDER EQUIPMENT AND HALF EXPOSED. 12.THE PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVES, IF REQUIRED, TO MAINTAIN GENERAL WATER PRESSURE IN KITCHEN AT 50 P.S.L. 13.THE HOOD FIRE SUPPRESSION SYSTEM SHALL BE CONNECTED TO THE GAS SUPPLY LINE WITH O VALVE TO AUTOMATICALLY SHUT OFF GAS SUPPLY WHEN ACTIVATED. 14.WASTE PIPING: PROVIDE ALL DRAIN, WASTE AND SEWER PIPING WITHIN THE PROJECT SPACE WITH CONNECTION TO THE BASE BUILDING'S EXISTING SANITARY WASTE SYSTEM ON SITE. ALL PIPING BELOW FLOOR SLAB SHALL BE SERVICE WEIGH HUB AND SPIGOT PIPE AND FITTINGS WITH NEOPRENE GASKET JOINTS. ALL PIPING SHALL BE SLOPED UNIFORMLY AT 2% UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS. 15.VENTS: PROVIDE A COMPLETE SYSTEM OF VENT PIPING, OF SERVICE WEIGHT COST IRON HUBLESS PIPE, CONNECTORS AND FITTINGS, COMBINE THE VENT RISERS IN THE CEILING SPACE AND PROVIDE A VENT THROUGH EXISTING ROOF PER LANDLORD REQUIREMENTS. LOCATE VTR MINIMUM 10" FROM ROOF - TOP UNIT FRESH AIR INTAKE. COORDINATE WITH LANDLORD'S ROOFING CONTRACTOR. 16.WATER PIPING: CONNECT TO LANDLORD'S EXISTING VALVED SERVICE WATER PIPING. PROVIDE A NEW DOMESTIC HOT AND COLD WATER PIPING SYSTEM INSIDE THE SPACE AS SHOWN ON THE DRAWINGS, LAY OUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED, HOT AND COLD WATER PIPING SHALL BE TYPE "L" COPPER TUBING ASTM B-88' WITH WROUGHT COPPER FITTINGS AND SWEAT CONNECTIONS USING LEAD-FREE SOLDER. PROVIDE 18" TALL AIR CHAMBER AT EACH FIXTURE STOP, OR WATER HAMMER ARRESTERS AT CONTRACTOR'S OPTION. FLUSH THE WATER PIPING CLEAR OF DEBRIS AND CLEAN THE AERATORS AND STRAINERS AT THE TERMINATION OF THE INSTALLATION. 17.NATURAL GAS PIPING: INSIDE THE BUILDING ABOVE GRADE SHALL BE SCHEDULE 40 BLACK STEEL PIPE ASTM A-53 AND MALLEABLE IRON SCREWED FITTINGS WITH SCREWED JOINTS. FITTINGS WITH SCREWED JOINTS. PROVIDE ALL UNIONS, SHUT OFF VALVES AND DRIP LEGS REQUIRED BY NFPA-54 AND GOVERNING CODES. PROVIDE ALL TESTS, INSPECTIONS, HANGERS AND APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. INSTALL PER LANDLORD'S SPECIAL REQUIREMENTS. 18.CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL WASTE PIPES, AND/OR AS REQUIRED BY CODE. CLEANOUTS SHALL BE THE SAME SIZE AS THE PIPES THEY SERVE, UP TO 4" SIZE 19. PIPE INSULATION: INSULATE ALL COLD WATER PIPING WITH 1/2" AND HOT WATER PIPING WITH 1", PREFORMED FIBERGLASS WITH ALL- SERVICE JACKET WITH VAPOR BARRIER (BY-CT, OC, JM,PPG OR KINAUF) AT CONTRACTOR'S OPTION, FLEXIBLE UNICELLULAR ELECTROMETRIC CLOSET-CELL INSULATION (BY ARMSTRONG, BUBATEX OR EQUAL) WITH A MAXIMUM FLAME SPREAD ROOTING OF 25 AND SMOKE DEVELOPED RATING OF 50 MAY BE USED. 20. ACCESS PANELS: TO BE PROVIDED IN CEILINGS OR WALLS WHERE CONCEALED CONTROL DEVICES ARE LOCATED. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY - IN CEILINGS, ACCESS PANELS ARE NOT REQUIRED. 21. SHUT - OFF VALVES WITH UNIONS SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR ON THE SERVICE TO FIXTURES AND FOOD SERVICE ITEMS AS REQUIRED TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT AND AS SHOWN ON THE DRAWINGS. 22.DRAIN PIPING SHALL BE TYPE M COPPER WITH WROUGHT COPPER FITTINGS. 23.THE PLUMBING CONTRACTOR SHALL: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATIONS. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MODE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT, INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES, PER MANUFACTURE'S ROUGH-IN DIMENSIONS. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL FOR SANITARY JOIN. REPAIR ANY DAMAGE DONE TO EXISTING FEATURES AND RESTORE TO ORIGINAL CONDITIONS. PROVIDE CLEAN CONDITIONS AT TERMINATION OF WORK. 24.ALL WATER PIPING SHALL BE INSTALLED TO PREVENT UNUSUAL NOISES FROM THE FLOW OF WATER. FURNISH AND INSTALL APPROVED ISOLATION MATERIAL (1" THICK STRIP OF WAFFLE PATTERN HAIR FELT ) TO ISOLATE ALL PIPING FROM DIRECT CONTACT WITH BUILDING, CONDUIT, ETC. 25. PROVIDE SEPARATE STOPS FOR EACH INDIVIDUAL HOT AND COLD WATER CONNECTION IN ADDITION TO ANY FAUCETS OR VALVES THAT ARE PART OF THE FIXTURE TRIM. EACH GAS OUTLET SHALL BE PROVIDED WITH A SHUT OFF COCK. PROVIDE GATE VALVES AND UNIONS FOR WATER HEATER. 26.ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE CODES. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE FOR FOUR HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP ARE DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST TILL STANDARDS ARE ACHIEVED. 27.THE PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE, DEPTH, AND AVAILABILITY OF ALL UTILITIES CONCERNED . 28. THE PROPRIETARY NAME AND/ OR MODEL NOTED ON THE DRAWINGS IS THE MAKE AND/ OR MODEL USED IN THE DESIGN, MODEL CHANGES MAY AFFECT THE DESIGN. 29.THE PLUMBING CONTRACTOR SHALL MAKE ABSOLUTELY. WATERTIGHT ANY OPENING THROUGH WATERPROOFED CONSTRUCTION CAUSED BY THE PENETRATION OF DUCTWORK OR PIPING. ALL WORK SHALL BE IN A MANNER APPROVED BY THE ARCHITECT AND THE LANDLORD. 30. THE PLUMBING CONTRACTOR SHALL RUN ALL INDIRECT WASTE LINES FROM KITCHEN EQUIPMENT AND CONDENSATE DRAIN LINES FROM AIR CONDITIONING UNITS. INSULATES LINES WITH JOHNS -- MANVILLE 1 2' AERO- TUBE OR EQUAL TO PREVENT CONDENSATE DRIP. 31. ALL EXPOSED DOMESTIC PIPES SHALL HAVE MARKERS WITH DIRECTION OF FLOW ARROWS AND COLOR CODES WITH CLEARLY PRINTED LEGEND IDENTIFYING THE CONTENTS OF THE PIPS. ALL VALVES SHALL HAVE BRASS TAG IDENTIFYING THE APPROPRIATE SERVICE. 32. WATER HEATER SHALL BE GLASS LINED STEEL TANK WITH A STORAGE VOLUME OF ______________ GALLONS AND RATED INPUT OF _______________BTU PER HOUR. WATER HEATER SHALL WRAPPED WITH INSULATION WITH A THERMAL RESISTANCE OF R-12. FURNISH AND INSTALL A FLUE VENT SYSTEM COMPLETE WITH VENT PIPE, SPACERS, FLASHING, COUNTERFLASHING, COP, ETC. AND IN ACCORDANCE WITH LANDLORD REQUIREMENTS. 33.GREASE INTERCEPTOR SHALL BE MODEL_________________________.20 GPM FLOW AND 40 LB. GREASE CAPACITY, WITH LIFT OUT SEDIMENT BUCKET AND ALUMINUM COVER. INTERCEPTORS SHALL BE SET ON THE FLOOR UNLESS CONDITIONS ALLOW FOR BELOW FLOOR INSTALLATION. REMARKSSERVICE ROUGH-INS WASTE VENT H.W.C.W MARK DESCRIPTION WC-1 ADA ADA FLOOR MOUNTED PRESSURE ASSIST FLUSH TANK TOILET,AMERICAN STANDARD MODEL 2467.100, WHITE VITREROUS CHINA, ELONGATED BOWL, 1.1 GPF, WITH SEAT AND ANGLE STOP VALVE. - UR-1 WALL MOUNT URINAL, AMERICAN STANDARD MODEL 6002.001, WHITE VITREROUS CHINA, WITH MANUAL FLUSH VALVE AMERICAN STANDARD MODEL 6045.051.002 .125 GFP INSTALL RIM AT 17" HIGH PROVIDE WALL SUPPORT. ADA COMPLIANT. - L-1 WALL MOUNT LAVATORY, WHITE VITREROUS CHINA, KHOLER MODEL K-2861, 4" CENTERSET, WITH SENSOR ACTIVATED FAUCET SLOAN MODEL EFT-600, 0.5 GPM SET TIMER AT 12 SECONDS ENSURING 0.10 GALLONS PER CYCLE. INSTALLWITH KOHLER DRAIN MODEL K-7129-A A INSTALL THERMOSTACTIC MIXING VALVE EQUAL TO WATTS MODEL L111 TO LIMIT THE FAUCET OUTLET TEMPERATURE TO MAX 110 DEGREES. ( ASEE 1070APPROVED. FD-1 FLOOR DRAIN BY ZURN MODEL Z415B, DURA COATED CAST IRON WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND 'TYPE B' POLISHED BRONZED. 6" LIGHT DUTY STRAINER. - FS-1 JR SMITH MODEL 3440, CAST IRON BODY AND GRATE WITH ENAMELED PORCELAIN COATING, INSTALL WITH - PLUMBING FIXTURE SCHEDULE WATER WASTE ROOF DRAIN GREASE DRAIN VENT INDIRECT WASTE CONDENSATE DRAIN GAS INSIDE BEL. GRADE. ABV. FLR. BEL. FLR. ABV. FLR. BEL. FLR. ABV. FLR. BEL. FLR. ABV. FLR. BEL. FLR. INSIDE. OUTSIDE. INSIDE. OUTSIDE. INSIDE. OUTSIDE. OUTSIDE BEL GRADE. COMPRESSED AIR LOCATION MATERIALS TY P E ' L ' C O P P E R TY P E ' M ' C O P P E R NO - H U B C A S T IR O N SC H . 4 0 B L A C K . ST E E L SC H . 4 0 G A L V . ST E E L PO L Y E T H Y L E N E SC H . 4 0 P V C AB S S C H E D U L E 4 0 TY P E K C O P P E R SC H E D U L E 8 0 P V C SC H E D U L E 4 0 P V C LEAD FREE SOLDER JONTS SCHEDULE 80 PVC EXTERNAL TO BUILDING IF PERMITED NO-HUB CAST IRON WHER SOIL ANALYSIS ALLOWS TO USE IT. NO HUB WITH SS BAND FOR CAST IRON. ABS SCHEDULE 40 WHERE PERMITED NO HUB WITH SS BAND FOR CAST IRON NO HUB WITH SS BAND FOR CAST IRON NO HUB WITH SS BAND FOR CAST IRON 95-5 SOLDERED FITTINGS USE DWV COPPER FOR PLUMBING FIXTURE IN KITCHENS 95-5 SOLDERED FITTINGS 95-5 SOLDERED FITTINGS SCH.40 THREADED FITTINGS SCH.40 THREADED FITTINGS SOLVENT WELD FITTINGS PIPE SCHEDULE AND MATERIAL 4"2"3 4" 2"2" 2"2"12" 2"2" 2"2" 12" P-0.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 113 E Fourth St 4/16/2025 P-0.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S STEVEN GARCIA 23448 VANOWEN ST WEST HILLS CA, 91307 818-826-1627 MIKE HAJILOO M27303 MIKE HAJILOO PE 19562 VENTURA BLVD. STE #234 TARZANA, CA 91356 818-826-1627 2024-07-30 2024-07-30IG DRAFTING & DESIGN 113 E 4TH ST. , SANTA ANA, CA 92701 113 E 4TH ST. , SANTA ANA, CA 92701 113 E Fourth St 4/16/2025 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY Scale: 1/4"=1'-0" WASTE WATER PLAN1 8 21 35 90 172 216 307 312 428 576 720 2,112 2,640 500 750 1,000 1,250 1,500 2,000 2,500 3,000 4,000 5,000 7,500 10,000 15,000 7.5 > 7.5 to 15 > 15 to 30 > 30 to 50 50 1 2 4 6 / 7.5 1,500GALLON PLUMBING FIXTURES # 3 2 1 1 12" / 2" / 3" 1 12" / 2" / 3" 1 12" / 2" / 3" 1 12" / 2" / 3" 1 12" / 2" / 3" 2" / 3" 2" / 3" 2" 2" 1 12" 3 / 4 / 6 3 3 2 0 2 0 0 0 0 0 0 0 0 1 3 0 2 0 0 0 0 2 6 0 8 1 1 2 19 3 / 4 / 6 0 3 / 4 / 6 PIPE LEGEND UNDERGROUND S.S. OR GREASE WASTE, APPROVED ABS SCHEDULE 40 APPROVED ABS VENT PIPING AND FITTINGS CONDENSATE LINE (E)UNDERGROUND S.S. APPROVED ABS SCHEDULE 40 Scale: NTS ISLAND VENT DETAIL 2 EXISTING GRAVITY GREASE INTERCEPTOR (GGI) SIZE WORKSHEET EXISTING GRAVITY GREASE INTERCEPTOR C.O. C.O. C.O. C.O. P-1.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 UNDERGROUND S.S. OR GREASE WASTE, APPROVED ABS SCHEDULE 40 APPROVED ABS VENT PIPING AND FITTINGS (E)UNDERGROUND S.S. APPROVED ABS SCHEDULE 40 Scale: NTS WASTE & VENT WATER RISER DIAGRAM 2 (2) H.S. (2) F.D (2) F.S C.O. (2) F.D (3) MOP. SK. (2) F.S (2) LAV 4" C.O. (4) W.C. (4) W.C. (2) F.D (2) F.S (2) H.S. (2) F.D (2) F.S (2) H.S. (2) UR(2) F.D C.O. (4) W.C. (2) LAV 3" C.O. P-1.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY PIPE LEGEND COLD WATER, COPPER-(L) WITH BRAZED / OR / SOLDERED FITTINGS UNDERGROUND OVERHEAD HOT WATER, COPPER-(L) WITH BRAZED / OR / SOLDERED FITTINGS UNDERGROUND OVERHEAD Scale: 1/4"=1'-0" HOT & COLD WATER PLAN1 WATER HEATER VENT P-2.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 Scale: NTS HOT & COLD ISOMETRIC PLAN2 PIPE LEGEND COLD WATER, COPPER-(L) WITH BRAZED / OR / SOLDERED FITTINGS UNDERGROUND OVERHEAD HOT WATER, COPPER-(L) WITH BRAZED / OR / SOLDERED FITTINGS UNDERGROUND OVERHEAD P-2.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 P-2.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 113 E Fourth St 4/16/2025 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR 2 DOOR U/C GLASS DOOR BEER REFRIGERATOR CATCH BASIN/TRAY PIPE LEGEND NEW GAS PIPE, SCHED.-40 BLACK STEEL WITH THREADED FITTINGS Scale: 1/4"=1'-0" GAS PLAN1 EXISTING GAS PIPE, SCHED.-40 BLACK STEEL WITH THREADED FITTINGS GAS PIPE: (SCHED-40, BLACK STEEL) 1/2 3/4"1"1-1/4" 22 46 86 177 PIPE SIZE (INCH) MAX. ALLOWED (CFH) 1-1/2" 266 GAS PIPE SIZE @ 450 T.D.L. (TABLE 1216.2(1) CAL. PLUM'G CODE 2022) 2" 512 2 1 2 " 866 GAS: NATURAL INLET PRESSURE: LESS THAN 2 PSI PRESSURE DROP : 0.5 IN. W.C 3" 1440 4 " 2940 (N) GAS APPLIANCES N N N 1 1 1 72" GRIDDLE .................. 48" GRIDDLE.................... WATER HEATER........ TOTAL GAS APPLIANCES 132 CFH 66 CFH 76 CFH 274 CFH MAX CFH PROVIDED SHELL 2000 CFH CFH PROVIDED FOR TACOS LOS CHOLOS 274 CFH P-3.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 1 2 113 E Fourth St 4/16/2025 Scale: NTS ISOMETRIC GAS PLAN2 GAS PIPE: (SCHED-40, BLACK STEEL) 1/2 3/4"1"1-1/4" 22 46 86 177 PIPE SIZE (INCH) MAX. ALLOWED (CFH) 1-1/2" 266 GAS PIPE SIZE @ 450 T.D.L. (TABLE 1216.2(1) CAL. PLUM'G CODE 2022) 2" 512 2 1 2 " 866 GAS: NATURAL INLET PRESSURE: LESS THAN 2 PSI PRESSURE DROP : 0.5 IN. W.C 3" 1440 4 " 2940 (N) GAS APPLIANCES N N N 1 1 1 72" GRIDDLE .................. 48" GRIDDLE.................... WATER HEATER........ TOTAL GAS APPLIANCES 132 CFH 66 CFH 65 CFH 263 CFH MAX CFH PROVIDED SHELL FOR UNIT H 2000 CFH CFH PROVIDED FOR TACOS LOS CHOLOS 263 CFH PIPE LEGEND NEW GAS PIPE, SCHED.-40 BLACK STEEL WITH THREADED FITTINGS EXISTING GAS PIPE, SCHED.-40 BLACK STEEL WITH THREADED FITTINGS P-3.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IMAGINE ARCHITECTURE AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IMAGINE ARHITECUTRE, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TA C O S L O S C H O L O S 113 E Fourth St 4/16/2025 GREASE INTERCEPTOR MEMORANDUM To: Josue Maldonado – Applicant Date: October 17, 2024 From: Hector Medina – Assistant Engineer, PWA Water Resources Division Location: 113 E. 4TH ST. – TACOS LOS CHOLOS 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 Gravity Grease Interceptor (GGI) is required at this FSE ☐ This FSE shall install a Gravity Grease Interceptor (GGI). ☒ This FSE shall maintain the existing Gravity Grease Interceptor (GGI). This FSE qualifies for at least one of the following condition(s): This is a new FSE, or; This is an existing FSE undergoing remodeling, or; This is an existing FSE involving a change (of operation, ownership, and/or name) that is likely to continue discharging a high level of FOG or has the potential to increase the amount of FOG discharged to the sewer system. C/c: Water Resources Division Planning & Building Agency OC Health Care Agency Public Works Agency (Development) EEC Environmental Applicant 113 E Fourth St 4/16/2025 Page 1 of 2 CITY OF SANTA ANA FOOD SERVICE ESTABLISHMENT (FSE) WASTEWATER DISCHARGE NOTICE AND REGULAR PERMIT FSE ID: Effective Date: FSE Owner Name: FSE Name: FSE Address: FSE City, State, Zip: FSE Owner/Rep Email: FSE Owner/Rep Phone: A gravity grease interceptor IS required at this FSE: Effective August 1, 2017, the City of Santa Ana adopted Ordinance Number NS 2921 amending Chapter 39 of the Santa Ana Municipal Code adding fats, oils and grease (FOG) control regulations applicable to Food Service Establishments (FSEs). The ordinance requires all new and remodeled FSEs to install and maintain grease interceptors. FSEs will be routinely inspected to evaluate the effectiveness of their grease control measures. Existing FSEs that discharge FOG and are out of compliance with the Ordinance provisions will be required to install grease interceptors. All FSEs must implement Kitchen Best Management Practices (BMPs) to remove FOG from the waste stream entering the sewer system. Program Rules and Regulations The City has established Rules and Regulations for the FOG Program. Refer to the City website at https://www.santa-ana.org/documents/fog-program-rules-and-regulations/ or contact the FOG Control Program Manager at (714) 647-3320 for copies of the Rules and Regulations. Also refer to these sources for the Fats, Oils, and Grease Control Regulations (Section 39-56 of the City’s Municipal Code) and for copies of forms and educational material. Specific Requirement(s): This FSE requires a new Gravity Grease Interceptor (GGI). This FSE has an existing Gravity Grease Interceptor (GGI). Equipment #Equipment #Equipment #Equipment # Automatic Dishwasher Grill Rethermalizer 3 Compartment Sink Broiler Hood Rotisserie Tilt Skillet Char Boiler Kettle Skillet Wok Deep Fryer Oven Smoker Stove Griddle Pressure Cooker Steamer Current FSE Equipment: FSE acknowledges that below is the existing cooking equipment of the facility and that no changes will occur. 1689 October 15, 2024 Josue Maldonado Tacos Los Cholos 113 E. 4th St. Santa Ana, CA 92701 josue@tacosloscholos.com 714-829-0755 1 2 2 1 4 113 E Fourth St 4/16/2025 Steven Garcia 10/17/2024 113 E Fourth St 4/16/2025 113 E Fourth St 4/16/2025 113 E Fourth St 4/16/2025 Tacos Los Cholos Hood Attachment Calculation Site Parameters Occupancy: Restaurant (A-2) Risk Category: II Component Importance Factor: I P = 1.0 Number of stories: 5 S DS = 1.17 s Coefficients for Mechanical and Electrical Components (Table 13.6-1) C AR = 1.4 R po = 2.0 0P = 2.0 Ω Design coefficients and factors for seismic force-resisting system (Table 12.2-1) Bearing wall system: Wood shear wall: R = 6.5 and Ω 0 = 3 S DS = 1.17s Seismic Importance Factor: I e = 1.0 Component Importance Factor: I p = 1.0 Redundancy factor: = 1.0 ρ Height of attachment: z = 20 ft Average roof height: ℎ = 65 ft Approximate fundamental period of the supporting structure, T a (Section 12.8.2.1) ℎ n = ℎ = 65 ft C t = 0.02 x = 0.75 T a = C t ℎ n x = (0.02)(65 ft) 0.75 = 0.46 s Force amplification factor as a function of height in the structure, H f 1 = = = 2.2 > 2.5, use 1 = 2.5 𝑎 1 𝑇𝑎 1 . 46 𝑎 2 =[1-(0.4/T a ) 2 ] = [1-(0.4/.46) 2 ] = 0.24, use 2 =0.24 𝑎 𝑎 H f = 1 + 1 ( ) + 2 ( ) 10 = 1 + 2.5( ) + 0.24( ) 10 = 1.8 𝑎 𝑧 ℎ 𝑎 𝑧 ℎ 20 65 20 65 Structure ductility reduction factor, R µ R = (1.1R/(I e Ω 0 )) ½ = (1.1(6.5/((1)(3))) ½ = 1.6 µ 113 E Fourth St 4/16/2025 Hood Weight W p = 448 lbs + 800 lbs (per CMC 508.4) = 1248 lbs Seismic design force, F p F p = 0.4S DS I p W p ( )( ) = (0.4)(1.17)(1)W p ( )( ) = 0.37W p (controlling equation) 𝐻𝑓 𝑅 µ 𝐶𝐴𝑅 𝑅𝑝𝑜 1 . 8 1 . 6 1 . 4 2 F p,max = 1.6S DS I p W p = (1.6)(1.17)(1)W p = 1.9W p F p,min = 0.3S DS I p W p = (0.3)(1.17)(1)W p = 0.35W p F p = 0.37W p = (0.37)(1248) = 462 lbs Horizontal seismic load effect, E h Q E = F p = 462 lbs E h = Q E = (1.0)(462 lbs) = 462 lbs ρ Vertical seismic load effect, E v E v = 0.2S DS D = (0.2)(1.17)(1248 lbs) = 292 lbs Basic Load Combinations 1.2D + E v + E h + L + 0.2S (load combination 6) 0.9D - E v + E h (load combination 7) Tension Force on each Connections T u = 1.2D + E v = (1.2(1248 lbs) + 292 lbs) = 1790 lb , per connection 1790/4 = 447 lbs Use ½” diam. Simpson Strong Bolt T u = 447 lb <<< 5255 lb 113 E Fourth St 4/16/2025 113 E Fourth St 4/16/2025