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HomeMy WebLinkAboutRESO - PC - 2025-10.27-7B CUP25-0001 PC/10/27/2025 Page 1 CITY OF BURLINGAME PLANNING COMMISSION RESOLUTION 2025-10.27-7B APPROVING CONDITIONAL USE PERMIT FOR 50 BRODERICK ROAD PROJECT NO. CUP25-0001 WHEREAS, an application has been made by Meng Yang, on behalf of MM50BROD LP, for Conditional Use Permit for a large scale commercial recreation use in the RRMU (North Rollins Road Mixed-Use) zoning district, APN: 025-166-110; and WHEREAS, on October 27, 2025, the Planning Commission of the City of Burlingame held a duly noticed public hearing at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; and WHEREAS, on October 27, 2025, the Planning Commission of the City of Burlingame reviewed and considered a Categorical Exemption under Section 15301 (Class 1(a) - Existing Facilities) for the Project; and NOW, THEREFORE, the Planning Commission of the City of Burlingame does here by resolve, find, determine and order as follows: SECTION 1: The project is Categorically Exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 (Class 1(a) ā€“ Existing Facilities) of the CEQA Guidelines, which interior or exterior alterations involving such things as interior partitions, plumbing, and electrical conveyances are exempt from environmental review. SECTION 2: City of Burlingame Municipal Code (BMC) authorizes the Planning Commission to grant Conditional Use Permit upon making certain findings. The Planning Commission finds the following: CONDITIONAL USE PERMIT FINDINGS (BMC SECTION 25.66.060) 1. The proposed use is consistent with the General Plan and any applicable specific plan. The proposed large scale commercial recreation use (ski instruction and training facility) is consistent with the General Plan in that the Live/Work land use designation in the General Plan allows for indoor sports and recreation uses and that the use adds to the current mix of uses and is compatible with high-density residential uses because it takes place entirely indoors. 2. The proposed use is allowed within the applicable zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code. The proposed use is allowed with a Conditional Use Permit in the RRMU zoning district and complies with all other applicable provisions of this Zoning Code and the Municipal Code. 3. The design, location, size, and operating characteristics of the proposed activity will be compatible with the existing and future land uses in the vicinity. The design, location, size, and operating characteristics of the proposed activity will be compatible with the existing and future land uses in the vicinity in that the large scale commercial recreation use consists of converting existing office/warehouse space in an Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CUP25-0001 PC/10/27/2025 Page 2 existing commercial building, the largest number of visitors to the site will arrive after the surrounding commercial businesses have closed for the day, all activities will be located indoors, there are no changes proposed to the exterior of the building, and the use is compatible with other existing commercial, light industrial and multi-unit residential uses in the RRMU zoning district. 4. The site is physically suitable in terms of: a. Its design, location, shape, size, and operating characteristics of the proposed use to accommodate the use, and all fences, landscaping, loading, parking, spaces, walls, yards, and other features required to adjust the use with the land and uses in the neighborhood; b. Streets and highways adequate in width and pavement type to accommodate public and emergency vehicle (e.g., fire and medical) access; c. Public protection services (e.g., fire protection, police protection, etc.); and d. The provision of utilities (e.g., potable water, schools, solid waste collection and disposal, storm drainage, wastewater collection, treatment, and disposal, etc.). The site is physically suitable for the large scale commercial recreation use in that re-striping of the on-site parking lot provides additional parking, Broderick Road is an existing roadway that currently accommodates emergency vehicle access, and public protection services and utilities can accommodate the proposed use since these services are currently provided and there is no significant intensification of use that would have an impact on these services. 5. The measure of site suitability shall be required to ensure that the type, density, and intensity of use being proposed will not adversely affect the public convenience, health, interest, safety, or general welfare, constitute a nuisance, or be materially injurious to the improvements, persons, property, or uses in the vicinity and zoning district in which the property is located. The large-scale commercial recreation use will not adversely affect the public convenience, health, interest, safety, or general welfare, constitute a nuisance, or be materially injurious to the improvements, persons, property, or uses in the vicinity and zoning district in which the property is located in that there is no expansion to the envelope of the building, that all activities associated with the large scale commercial recreation use will be kept indoors, and that all tenant improvements will be required to comply with applicable requirements of the California Building Code and Uniform Fire Code. SECTION 3: The Planning Commission of the City of Burlingame after conducting the public hearing HEREBY APPROVES CUP25-0001 subject to the following conditions: CONDITIONS OF APPROVAL 1. that the Applicant shall comply with the project description, project plans submitted to the Planning Division and date stamped September 20, 2025, sheet F001 through A321, and Topographic Survey dated June 2025, and all Conditions of Approval associated with this permit. Any deviations from the approved project description, project plans, or Conditions of Approval shall require an amendment to the Conditional Use Permit; 2. that the Conditional Use Permit shall apply only to a large scale commercial recreation use (indoor ski instruction and training facility). All activities associated with the large scale Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CUP25-0001 PC/10/27/2025 Page 3 commercial recreation use shall occur indoors only; no portion of the exterior of the site shall be used for activities associated with the large scale commercial recreation use; 3. that a landscape plan featuring enhanced plantings within the front setback area shall be submitted as part of the building permit application for the project and that the landscaping shall be installed prior to the final inspection; 4. that the hours of operation for the large scale commercial recreation use (indoor ski instruction and training facility) shall be limited to 8:00 a.m. to 9:00 p.m., seven days a week. A maximum of 24 employees and 160 participants shall be allowed on-site at any given time; 5. that the large scale commercial recreation use shall comply with Burlingame Municipal Code Chapter 10.40 (Radio Interference, Loudspeakers, Etc.). Any amplified noise or music shall be kept at a level so to not disturb the peace and quiet of the neighborhood and adjacent owners/businesses. All exterior doors shall remain closed to reduce impacts of any noise associated with the large scale commercial recreation use on adjacent owners/businesses; 6. that a separate Sign Permit shall be required for any exterior signage associated with the large scale commercial recreation facility (indoor ski instruction and training). Banners on the exterior of the building are prohibited; 7. the large scale commercial recreation use shall maintain an active business license with the City of Burlingame; and 8. that the project shall comply with all applicable requirements of the California Building Code and Uniform Fire Code in effect at the time of building permit submittal, as amended by the City of Burlingame. SECTION 4: The Conditional Use Permit approval shall be subject to revocation if the applicant fails to comply with the conditions listed herein at any time. If, at any time, the Community Development Director or Planning Commission determine that there has been or may be a violation of the findings or conditions of this approval, or of the Zoning Regulations, a public hearing may be held before the Planning Commission to review this approval pursuant to Zoning Regulation Section 25.88.050. At said hearing, the Planning Commission may add conditions, or recommend enforcement actions, or revoke the approval entirely, as necessary to ensure compliance with the Zoning Regulations, and to provide for the health, safety, and general welfare of the community. PASSED AND ADOPTED this 27th day of October 2025. Chairperson Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CUP25-0001 PC/10/27/2025 Page 4 I, _____________ , Secretary of the Planning Commission of the City of Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the Planning Commission held on the 27th day of October 2025 by the following vote: Secretary Exhibits: Exhibit A - Project Plans dated September 26, 2025 AYES: HORAN, LOWENTHAL, PFAFF, SHORES, SCHMID, TSE NOES: NONE RECUSED: NONE ABSENT: NONE Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 Audrey Tse CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 9/25/2025 7:14:22 PMG000 OAK24-CO-052 COVER SHEET METRO SLOPES DC 50 BRODERICK RD, BURLINGAME, CA 94010 METRO SLOPES 50 BRODERICK RD, BURLINGAME, CA 94010 # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL B 9/25/2025 PLANNING RESUBMITTAL SEP 26, 2025 RECEIVED CITY OF BURLINGAME CDD-PLANNING DIVISION Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 (D) DEMOLISH (E) EXISTING (N) NEW ADJ ADJUSTABLE / ADJACENT AFF ABOVE FINISHED FLOOR AL ALUMINUM ALT ALTERNATE ARCH ARCHITECTURAL AUTO AUTOMATIC BLDG BUILDING BO BOTTOM OF CBC CALIFORNIA BUILDING CODE CL CENTER LINE CLR CLEAR CJ CONSTRUCTION JOINT CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CTR CENTER DEPT DEPARTMENT DET DETAIL DIA DIAMETER DN DOWN DR DOOR DRWR DRAWER DWG DRAWING EA EACH EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR ENG ENGINEER EQ EQUAL EQUIP EQUIPMENT EXH EXHAUST EXT EXTERIOR FA FIRE ALARM FAB FABRICATE FE FIRE EXTINGUISHER FF FINISHED FLOOR FIN FINISH FLR FLOOR FO FACE OF FOF FACE OF FINISH FOS FACE OF STUD FOW FACE OF WALL FP FIRE PROTECTION FRT FIRE RETARDANT TREATED GA GAUGE GALV GALVANIZED / GALVANIZING GL GLASS / GLAZING GLAM GLUE LAMINATED BEAM GSM GALVANIZED SHEET METAL GYP GYPSUM BOARD H HEIGHT HD HOLD DOWN HORIZ HORIZONTAL HSB HIGH STRENGTH BOLTS HSR HIGH STRENGTH RODS HVAC HEATING VENTILATION & AIR CONDITIONING INFO INFORMATION INT INTERIOR ABBREVIATIONS L LONG / LENGTH LAM LAMINATE LB POUND LH LEFT HAND LHR LEFT HAND REVERSE LT LIGHT LTW LIGHT WEIGHT MFR MANUFACTURER MAINT MAINTENANCE MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OP OPENING OPP OPPOSITE PL PROPERTY LINE PLAM PLASTIC LAMINATE PLY PLYWOOD PT PRESSURE TREATED RAD RADIUS RECPT RECEPTACLE REF REFERENCE REIN REINFORCEMENT REQ REQUIRED REV REVISION RH RIGHT HAND RHR RIGHT HAND REVERSE RM ROOM RO ROUGH OPENING SCD SEE CIVIL DWGS SS SANITARY SEWER SCHED SCHEDULE SECT SECTION SED SEE ELECTRICAL DWGS SF SQUARE FOOT/FEET SHT SHEET SIM SIMILAR SJ SEISMIC JOINT SLD SEE LANDSCAPE DWGS SM SHEET METAL SMD SEE MECHANICAL DWGS SPD SEE PLUMBING DRAWINGS SPEC SPECIFICATION SSD SEE STRUCTURAL DWGS SST STAINLESS STEEL STL STEEL STOR STORAGE STRUCT STRUCTURAL SYM SYMMETRICAL SYS SYSTEM SQ SQUARE TEMP TEMPORARY T&G TONGUE AND GROOVE TO TOP OF TOF TOP OF FINISH TOS TOP OF STEEL OR STRUCTURE TOW TOP OF WALL TYP TYPICAL TOP TOP OF PLATE UL UNDER WRITERS LABORATORY UON UNLESS OTHERWISE NOTED UTIL UTILITY / UTILITIES VER VERIFY VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WH WATER HEATER # 1 2 3 4 # # # # # # DRAWING NUMBER SHEET NUMBER DETAIL REFERENCE DRAWING NUMBER SHEET NUMBER DETAIL SECTION REFERENCE DRAWING NUMBER SHEET NUMBER BUILDING SECTION REFERENCE DRAWING NUMBER SHEET NUMBER EXTERIOR/INTERIOR ELEVATION REFERENCE REVISION REFERENCE DOOR REFERENCE WINDOW REFERENCE ELEVATION DATUM ROOM NUMBER PARTITION TYPE FINISH CEILING HEIGHT CENTER LINE GRAPHIC SYMBOLS Room name 101 X 101 1 SI-06 1' - 0" ACT-1 KEYNOTES CSI DIVISION KEYNOTE NUMBER 04 01 ACCESSIBILITY DESIGNATION (UNITS ONLY) MOBILITY ACCESSIBLE COMMUNICATION ACCESSIBLE ā™æ PROJECT DIRECTORY ARCHITECT:LOWNEY ARCHITECTURE 360 17th STREET, SUITE 100 OAKLAND, CA 94612 ATTN: ERIC PRICE ERIC@LOWNEYARCH.COM 510.836.5400 OWNER:METRO SLOPES, LLC 10842 W LOYOLA DR, LOS ALTOS HILL, CA, 94024 ATTN: MENG YANG MENG@CHARLOTTEVENTURE.COM 310.642.3294 PROJECT DESCRIPTION SCOPE OF WORK: THIS PROJECT INCLUDES TENANT IMPROVEMENTS AND LIMITED DEMOLITION TO AN EXISTING WAREHOUSE BUILDING OF APPROXIMATELY 32,854 SF. THE PROPOSED USE IS AN INDOOR SKI CENTER. THE SCOPE OF CONSTRUCTION INCLUDES NEW PLUMBING AND ELECTRICAL, PARTITION WALLS, CEILINGS, HVAC DUCTING AND EQUIPMENT REQUIRED FOR THE PROJECT'S OPERATION. SIGNAGE IS UNDER A SEPARATE APPLICATION. DEFFERED SUBMITTALS PROJECT LOCATION N N PARCEL MAP CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 9/25/2025 7:32:37 PMG001 OAK24-CO-052 GENERAL INFORMATION METRO SLOPES JH 50 BRODERICK RD, BURLINGAME, CA 94010 METRO SLOPES 50 BRODERICK RD, BURLINGAME, CA 94010 # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL B 9/25/2025 PLANNING RESUBMITTAL GENERAL G000 COVER SHEET G001 GENERAL INFORMATION G003 PROJECT DATA G005 GENERAL NOTES G210 CODE ANALYSIS OCCUPANCY AND EGRESS G310 SIGNAGE DETAILS G500 COMMON AREA ACCESSIBILITY DETAILS G510 COMMERCIAL RESTROOM ACCESSIBILITY DETAILS G600 CAL GREEN NONRESIDENTIAL MANDATORY MEASURES G601 CAL GREEN NONRESIDENTIAL MANDATORY MEASURES G602 CAL GREEN NONRESIDENTIAL MANDATORY MEASURES G900 SPECIFICATIONS G901 SPECIFICATIONS G902 SPECIFICATIONS GENERAL: 14 ARCHITECTURAL A001 SITE PLAN A100 DEMO PLAN A200 OVERALL FLOOR PLAN A201 ENLARGED FLOOR & RCP PLAN - LOBBY A202 ENLARGED FLOOR & RCP PLAN - TRAINING A310 PARTIAL ENLARGED ELEVATIONS A320 ENLARGED BUILDING SECTIONS - LOBBY AREA ARCHITECTURAL: 7 SHEET TOTAL: 21 SHEET INDEX A A A A CITY NOTES "Construction Hours" Weekdays: 8:00 a.m. - 7:00 p.m. Saturdays: 9:00 a.m. - 6:00 p.m. Sundays and Holidays: No Work Allowed (See City of Burlingame Municipal Code, Section 18.07.110 for details.) (See City of Burlingame Municipal Code, Section 13.04.100 for details.) Construction hours in the City Public right-of-way are limited to weekdays and non-City Holidays between 8:00 a.m. and 5:00 p.m. Note: Construction hours for work in the public right of way must now be included on the plans.. ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDING REVIEW BY THE PLANNING COMMISION. THE BUILDING OWNER, PROJECT DESIGNER, AND /OR CONTRACTOR MUST SUBMIT A REVISION TO THE CITY FOR ANY WORK NOT GRAPHICALLY ILLUSTRATED ON THE JOB COPY OF THE PLANS PRIOR TO PERFORMING THE WORK. A A A FIRE SPRINKLERS, FIRE ALARM BCIVIL 1 OF 1 TOPOGRAPHIC SURVEY CIVIL: 1 SHEET TOTAL: 22 Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 9/25/2025 7:42:59 PMG003 OAK24-CO-052 PROJECT DATA METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 CALIFORNIA CODE OF REGULATIONS (CCR) 2022 TITLE 24, PART 1 - CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 2022 TITLE 24, PART 2 - CALIFORNIA BUILDING CODE 2022 TITLE 24, PART 3 - CALIFORNIA ELECTRICAL CODE 2022 TITLE 24, PART 4 - CALIFORNIA MECHANICAL CODE 2022 TITLE 24, PART 5 - CALIFORNIA PLUMBING CODE 2022 TITLE 24, PART 6 - CALIFORNIA ENERGY CODE 2022 TITLE 24, PART 9 - CALIFORNIA FIRE CODE 2022 TITLE 24, PART 10 - CALIFORNIA EXISTING BUILDING CODE 2022 TITLE 24, PART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 TITLE 24, PART 12 - CALIFORNIA REFERENCE STANDARDS CODE ACCESSIBILITY: CBC 11B ALL CONSTRUCTION TO COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. PROJECT WILL COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA MECHANICAL CODE, 2022 CALIFORNIA ELECTRICAL CODE, AND 2022 CALIFORNIA PLUMBING CODE, INCLUDING ALL AMENDMENTS AS ADOPTED IN ORDINANCE 1889. APPLICABLE CODES LOT COVERAGE 11.6 % LOT AREA 282,312 SF (6.48ACRES) ZONING DISTRICT RRMU - Rollins Road Mixed Use ASSESSOR'S PARCEL # 025166110 PROJECT ADDRESS 50 BRODERICK RD, BURLINGAME, CA 94010 BUILDING CODE ANALYSIS ZONING CODE ANALYSIS ZONING DATA PARKING GROSS BUILDING AREA PROVIDED Name AREA LOBBY ENTRY 4,706 SF TRAINING 28,475 SF 33,180 SF BUILDING CODE: FLOOR AREA THE AREA IN SQUARE FEET CONFINED WITHIN THE EXTERIOR WALLS OF A BUILDING OR PORTION THEREOF, EXCLUSIVE OF VENT SHAFTS AND COURTS. THE FLOOR AREA OF A BUILDING, OR PORTION THEREOF, NOT PROVIDED WITH SURROUNDING EXTERIOR WALLS SHALL BE USABLE AREA UNDER THE HORIZONTAL PROJECTION OF THE ROO F OR FLOOR ABOVE. STRUCTURAL MEMBERS 0 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY STRUCTURAL MEMBERS 0 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY NONBEARING WALLS, INTERIOR 0 INTERIOR BEAMING WALLS (EXISTING) 0 EXTERIOR BEAMING WALLS (EXISTING) 2 PRIMARY STRUCTURAL FRAME (EXISTING) 0 FIRE RATING (CBC TABLE 601) CONSTRUCTION TYPE(S) IIIB CHAPTER 6: TYPES OF CONSTRUCTION SPRINKLED YES NUMBER OF STORIES (TABLE 504.4) 3 1 (EXISTING) BUILDING HEIGHT (TABLE 504.3) 75' 29' (EXISTING) ALLOWABLE PROVIDED CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS ACCESSORY OCCUPANCIES B, M OCCUPANCY CLASSIFICATION A CHAPTER 3: OCCUPANCY CLASSIFICATION AND USE CODE BREAKDOWN 1 SPACE / 500 SF (33,200 SF/500SF = 66.4) 67 SPACES 73 SPACES CRITERIA REQUIRED PROVIDED COMMERCIAL RECREATIONAL, LARGE # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL A A A A A A A A Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:48:58 PMG005 OAK24-CO-052 GENERAL NOTES METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 1. ALL CONSTRUCTION TO CONFORM TO THE 2022 CALIFORNIA BUILDING CODE, CONSISTING OF THE: 2022 CALIFORNIA BUILDING CODE (CBC), 2022 CALIFORNIA MECHANICAL CODE (CMC), 2022 CALIFORNIA PLUMBING CODE (CPC), 2022 CALIFORNIA FIRE CODE (CFC), 2022 CALIFORNIA ELECTRICAL CODE (CEC), AS WELL AS 2022 CALIFORNIA ENERGY STANDARDS. 2. ALL WORK SHALL CONFORM TO THE CONTRACT WHICH INCLUDES THE OWNER/CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH CONTAINS THE GENERAL AND SUPPLEMENTARY CONDITIONS, AND THE SPECIFICATIONS), THE DRAWINGS, AND ALL ADDENDA AND MODIFICATIONS ISSUED BY THE ARCHITECT. 3. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN PRIOR TO SUBMITTING COST PROPOSAL. ANY CONFLICT OR OMISSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE OWNER FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. FAILURE TO REPORT CONFLICT OR OMISSIONS WILL NOT RESULT IN ADDITIONAL COSTS TO OWNER. 4. IN CASE OF CONFLICT BETWEEN ARCHITECT'S AND CONSULTANTS' DRAWINGS IN LOCATING MATERIALS/EQUIPMENT, THE ARCHITECT SHOULD BE CONTACTED. 5. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY HAZARDOUS MATERIALS ON THE JOBSITE. IF ANY HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL ISOLATE THE AFFECTED AREA AND CONTACT THE OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. 6. ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS WHENEVER POSSIBLE AND CONFORM TO BUILDING'S RULES AND REGULATIONS. WORK INVOLVING EXCESSIVE NOISE OR DUST, OR WHICH WOULD OTHERWISE INTERFERE WITH THE NORMAL OPERATION OF THE FACILITY SHALL BE DONE ON AN OVERTIME, NON-REGULAR BUSINESS HOUR BASIS TO BE COORDINATED WITH THE OWNER'S REPRESENTATIVE. 7. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ALL UTILITIES DETERMINED, IN THE COURSE OF CONSTRUCTION, AS BEING NECESSARY TO BE REMOVED, WHICH HAVE NOT OTHERWISE BEEN NOTED FOR REMOVAL IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL REMOVE SUCH UTILITIES ONLY AFTER CONSULTATION WITH ARCHITECT AND OWNER'S REPRESENTATIVE. WHETHER PREDETERMINED IN THE CONSTRUCTION DOCUMENTS OR DETERMINED LATER IN FIELD, DISCONNECT, CUT BACK TO SOURCE, AND CAP ALL UTILITY SERVICES REMOVED. SEAL ALL PENETRATIONS CREATED BY REMOVAL OF UTILITIES TO MATCH ADJACENT CONSTRUCTION AND FINISHES. 8. "ALIGN" SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLACE. 9. "TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYP" ONLY ONCE, WHEN THEY FIRST OCCUR. 10. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATIONS ON PLANS AND ELEVATIONS. 11. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 12. WORK AREAS ARE TO REMAIN CLEAR, SECURE AND LOCKABLE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE TO ENSURE SECURITY. 13. REMOVE FROM SITE AND LEGALLY DISPOSE OF DAILY ALL REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS OR CONSTRUCTION. BURNING OF DEBRIS ON SITE SHALL NOT BE PERMITTED. CONTRACTOR SHALL LEAVE THE PREMISES AND ALL AFFECTED AREAS CLEAN AND IN AN ORDERLY MANNER READY FOR MOVE IN AT THE END OF THE PROJECT. THIS SHALL INCLUDE CLEANING OF ALL INTERIOR AND EXTERIOR GLASS AND FRAMES, BOTH NEW AND EXISTING. 14. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTIONS AND COMPLY WITH ALL CODES, LAWS, ORDINANCES, RULES AND REGULATIONS OF ALL PUBLIC AUTHORITIES (FEDERAL, STATE, LOCAL) GOVERNING THE WORK. THE MOST STRINGENT ORDINANCES, RULES AND REGULATIONS SHALL APPLY. 15. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, WHAT IS SHOWN OR REFEREED TO ON ANY SHALL BE PROVIDED AS THOUGH SHOWN ON ALL. 16. SUBSTITUTIONS, REVISION OR CHANGES MUST BE SUBMITTED TO OWNER FOR REVIEW (IN CONFORMANCE WITH SPECIFIED PROCEDURES) PRIOR TO PURCHASE, FABRICATION OR INSTALLATION OR OWNER WILL NOT BE LIABLE FOR PAYMENT. 17. REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE CONTRACT AREAS AND SITE CLEAN, ORDERLY AND IN CONDITION ACCEPTABLE FOR NEW OR OTHER CONSTRUCTION. 18. ALL WORK SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, BUILDING FACILITIES DURING ALL PHASES OF WORK. MINIMUM DISTURBANCE OF EXISTING BUILDING FUNCTIONS AND OCCUPANTS IS ESSENTIAL. 19. THE SCOPE OF WORK AND ADJACENT AREAS SHALL BE PROTECTED FROM ANY DAMAGE THAT OCCURS BECAUSE OF THIS WORK. ANY DAMAGE THAT OCCURS SHALL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. 20. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED PER MANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN THE MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER BEFORE PROCEEDING. 21. ALL WORK NOTED "BY OTHERS" OR "N.I.C." SHALL BE PROVIDED BY OWNER OR UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS FOR THIS "OTHER" WORK IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE AS REQUIRED TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 22. CONTRACTOR SHALL CONFIRM DURING THE PRICING PERIODS ON-SITE DELIVERY DATES OF ALL MATERIALS SPECIFIED IN THE CONTRACT DOCUMENTS AND IMMEDIATELY NOTIFY THE OWNER IN WRITING OF POTENTIAL DELAYS TO THE COMPLETION OF THE PROJECT. IF THE CONTRACTOR FAILS TO ORDER MATERIALS IN SUFFICIENT TIME FOR ORDERLY INSTALLATION, THE OWNER WILL NOT ENTERTAIN ANY REQUESTS FOR MATERIAL SUBSTITUTION. 23. PRESERVE AND MAINTAIN EXISTING EXITS DURING DEMOLITION AND CONSTRUCTION PHASES. 24. PROVIDE EXIT ILLUMINATION & SIGNS PER CBC SEC. 1006 & 1011. 25. ALL WORK SHALL MEET FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES IN EFFECT AT THE TIME OF CONSTRUCTION IN ADDITION TO ADA REQUIREMENTS. 1. ALL FIRE SPRINKLER WORK SHALL COMPLY WITH NFPA 13, LATEST EDITION, AND THE 2022 FIRE CODE. 2. FIRE SPRINKLER DESIGN/BUILD CONTRACTOR TO PROVIDE AT LEAST THREE COPIES OF SHOP QUALITY DRAWINGS, HYDRAULIC CALCULATIONS (IF OF HYDRAULIC DESIGN), PERMIT APPLICATION AND FEES TO THE CITY BUILDING DEPARTMENT FOR REVIEW PRIOR TO CONSTRUCTION. 3. A SYSTEM TEST ON NEW OR MODIFIED FIRE SPRINKLER SHALL BE WITNESSED BY THE CITY FIRE PREVENTION DEPARTMENT PRIOR TO ANY PORTION BEING CONCEALED. GIVE AT LEAST 48 HOURS NOTICE FOR INSPECTION. 4. A LICENSED FIRE PROTECTION CONTRACTOR SHALL PERFORM ALL DESIGNS, PROVIDE ALL MATERIALS AND LABOR TO MODIFY EXISTING, AND ADD NEW SPRINKLER SYSTEM TO ACCOMMODATE THE NEW AREA MODIFICATIONS 5. THE QUANTITIES, LOCATION, AND SIZES OF THE PROPOSED NEW AND RELOCATED HEADS, PIPING AND FIRE HOSE CABINETS, IF SHOWN, ARE FOR REFERENCE ONLY. THE LICENSED FIRE PROTECTION CONTRACTOR IS RESPONSIBLE TO FIELD MEASURE THE EXISTING SYSTEM AND DETERMINE THE EXACT QUANTITIES, LOCATIONS AND SIZES OF THE COMPLETE NEW AND MODIFIED SPRINKLER SYSTEM OVER THE AFFECTED AREA, I.E. HEADS, PIPING, FIRE HOSE CABINETS, ETC. 6. THE FIRE SPRINKLER SYSTEM SHALL BE A WET-PIPE CALCULATED SYSTEM. 7. SPRINKLER SHALL BE INSTALLED ABOVE AND BELOW CEILING, UNDER CANOPIES AND OVERHANGS, AND ALL OTHER AREAS AS REQUIRED BY CODE AND THE LOCAL ADOPTIVE ORDINANCE. 8. FIRE EXTINGUISHERS SHALL BE PLACED SO THAT THE MAXIMUM TRAVEL DISTANCE IS 75 FEET. THE LOCATIONS WILL BE FIELD REVIEWED BY THE INSPECTOR. 9. THE LOCATION OF THE KNOX BOX WILL BE FIELD REVIEWED BY THE FIRE INSPECTOR AND CHANGES/ADDITIONS MAY BE REQUIRED. 10. THE ON-SITE ACCESS WAYS AND INTERNAL DRIVES SHALL BE FIELD REVIEWED BY THE FIRE INSPECTOR TO VERIFY COMPLIANCE. 11. IF ALARMS/EMERGENCY WARNING SYSTEMS ARE REQUIRED BY THE BUILDING CODE OR NFPA, VISUAL ALARMS (STROBE LIGHTS) MUST BE INSTALLED IN THE FOLLOWING AREAS A) RESTROOMS B) CORRIDORS C) MEETING ROOMS D) ALL OTHER AREAS FOR COMMON USE FIRE PROTECTION NOTESGENERAL NOTES 26. ALL MECHANICAL, ELECTRICAL, AND PLUMBING LOCATIONS SHOWN ON PLANS ARE FOR DESIGN INTENT ONLY. 27. THE CONTRACTOR SHALL SUBMIT TO THE OWNER FOR APPROVAL, A DETAILED CONSTRUCTION SCHEDULE SHOWING PHASING OF WORK AND MECHANICAL OR ELECTRICAL DISRUPTIONS TO BUILDING SERVICES. 28. REVIEW MECHANICAL SYSTEM TO DETERMINE IF RETURN AIR PLENUMS EXIST. WHERE APPLICABLE, MATERIALS EXPOSED IN RETURN AIR PLENUMS MUST MEET THE SPECIFIC REQUIREMENT FOR SUCH AN APPLICATION IN THE NATIONAL ELECTRICAL CODE AND UNIFORM MECHANICAL CODE. THIS INCLUDES THE TELEPHONE AND COMPUTER CABLES. 29. THE MAXIMUM FLAMESPREAD CLASSIFICATION OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILINGS MUST NOT EXCEED THE LIMITS SET FORTH IN CBC SEC. 803.1 & TABLE 803.9. IN ADDITION, CARPETING OR SIMILAR MATERIAL HAVING A NAPPED, TUFTED, LOOPED OR SIMILAR SURFACE AS WALL OR CEILING FINISH MUST HAVE A CLASS A FLAMESPREAD CLASSIFICATION. 30. PROVIDE LOCK BOX AS REQUIRED BY FIRE INSPECTOR. 31. ALL SEAMS, GAPS, CRACKS, AND CREVICES IN MILLWORK, TRIM, KITCHEN EQUIPMENT ATTACHED TO WALLS, BASE TILE, ETC. ARE TO BE COMPLETELY FILLED WITH CLEAR SILICONE TO OWNER'S APPROVAL. 32. ALL DIMENSIONS ARE TO FACE OF FINISH UON 33. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. IN CASE OF UNCLARITY OR CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING. FLOOR PLAN BY ARCHITECT SUPERCEDES OTHER PLANS. VERIFY EXACT LOCATIONS IN FIELD. 34. ALL DOOR OPENINGS OFFSET FROM PERPENDICULAR WALL 3" OR CENTERED IN SPACE, UON 35. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK IN QUESTION. 36. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH MECHANICAL, ELECTRICAL, PLUMBING, FIRE-PROTECTION, AND DESIGN/BUILD CONTRACTORS AND SUBMIT ALL DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 37. THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL SHOP DRAWINGS, FOR FABRICATED ITEMS, CATALOG CUTS OF ALL FIXTURES AND EQUIPMENT, AND SAMPLES OF ALL FINISHES CALLED FOR TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS PRIOR RELEASE FOR FABRICATION / PURCHASING. 38. WHERE INDICATED, REFER TO ENLARGED PLANS FOR WALL TYPES, DIMENSION, SPOT ELEVATIONS AND DETAIL REFERENCES 39. PROVIDE REQUIRED PROTECTION FOR THROUGH PENETRATION AND MEMBRANE PENETRATIONS OF FIRE-RESISTANCE-RATED WALL ASSEMBLIES (CBC 714.3) AND RESISTANCE RATED FLOOR/CEILING HORIZONTAL ASSEMBLIES (CBC 714.4) # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 DN DN UP DN COMMON PATH OF TRAVEL EGRESS PATH OF TRAVEL EXIT POINT EXIT ACCESS AND OCCUPANT LOAD EXIT SIGN, CEILING MOUNTED EXIT SIGN, WALL MOUNTED FIRE EXTINGUISHER CABINET SIGNAGE TAG, SEE SHEET G310 FOR DETAILS 0 A FEC NEW UNRATED PARTITION EXISTING WALL TO REMAIN AREA ON DIFFERENT LEVELS 1. (CBC 508.2.3) ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10% THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED. 2. (CBC 508.2.4): NO SEPARATION IS REQUIRED BETWEEN AN ACCESSORY OCCUPANCY AND THE PRIMARY OCCUPANCY 3. (CBC 1009.1 & 1009.3.2, EXCEPTION 1): THE MINIMUM EXIT STAIR WIDTH IS 44" 4. (CBC 1010.1.1): EXIT DOORS SHALL PROVIDE CLEAR WIDTH OF NOT LESS THAN 32". 5. (CBC 1007.1.1, EXCEPTION 2): WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM, THE SEPARATION DISTANCE BETWEEN EXIT DOORS SHALL NOT BE LESS THAN ONE-THIRD THE LENGTH OF THE OVERALL DIAGONAL DISTANCE OF THE AREA SERVED. 6. INCIDENTAL USES ARE SEPARATED FROM THE MAIN OCCUPANCY ACCORDING TO TABLE 509.1 INCIDENTAL USE AREAS SHALL BE SEPARATED WITH SMOKE PARTITIONS AND HAVE SELF OR AUTOMATIC CLOSING DOORS. 1,651 SF CIRCULATION 1,539 SF CIRCULATION 256 SF CIRCULATION 494 SF RENTAL OCC. PER CBC 302 A-2 ASSEMBLY A-4 ASSEMBLY B BUSINESS M MERCANTILE TRAINING U UTILITY SMD-1 16 PEOPLE MAX SMD-1 16 PEOPLE MAX LONGEST DIAGONAL 1/3 DIAGONAL= 300' -10 15/16"100' -3 5/8" 49 251 SF EQU. RACK 589 SF EQU. RACK 426 SF EMPLOYEE TRAMPOLINE 1 PPL MAX 6' - 1" EXTRA BEGINNER 24 PPL MAX 2,637 SF SKI TREADMILL -2 5,747 SF SMD-1 3,804 SF SMD-1 1,857 SF TRAMPOLINE 707 SF EXTRA BEGINNER SIMULATOR 1 PEOPLE MAX SKI TREADMILL 4 PEOPLE MAX TRAMPOLINE 1 PPL MAX TRAMPOLINE 1 PPL MAX TRAMPOLINE 1 PPL MAX TRAMPOLINE (S)1 PPL MAXTRAMPOLINE (S)1 PPL MAXTRAMPOLINE (S)1 PPL MAXTRAMPOLINE (S)1 PPL MAX16 26 16 84' - 3" EXIT PATH 115' - 7" EXIT PATH 5,372 SF SKI TREADMILL -1SKI TREADMILL 4 PEOPLE MAX SKI TREADMILL 4 PEOPLE MAX SKI TREADMILL 4 PEOPLE MAX SKI TREADMILL 4 PEOPLE MAX SKI TREADMILL 4 PEOPLE MAX SIMULATOR 1 PEOPLE MAX BALANCED EQUIP 1 PEOPLE MAX289 SF BREAK AREA 1,025 SF LOCKER 1,112 SF SIMULATOR/ BALANCED EQUIP "MAGIC CARPET" SLOPED CONVEYOR BELT"MAGIC CARPET" SLOPED CONVEYOR BELT 897 SF TRAINING 36 SF ELECTRICAL 96 SF SEATING 189 SF SEATING 301 SF OFFICE 173 SF SEATING 461 SF RETAIL 747 SF LOBBY LONGEST DIAGONAL1/3 DIAGONAL=135' -11 13/16"45' -3 7/8"54 54 41 SF UTILITIES 523 SF SHOWERS 341 SF RESTROOMS 72 SF SEATING 112"EXIT1 EXIT2 EXIT SEPARATION 229' -1 1/2" EXIT4 EXIT5 90' - 1" EXIT PATH 93' - 7" EXIT PATH EXIT SEPARATION 46' -11 11/16" 86' - 10" EXIT PATH 0' - 0" 60' - 2" EXIT PATH 84' - 0" EXIT PATH 32' - 0" COMMON PATH 90' - 1" EXIT PATH 58' - 8" EXIT PATH EXIT7 EXIT3 26 EXIT6 139' - 8" EXIT PATH A DISTANCE BETWEEN EXITS MAXIMUM OVERALL DIAGONAL DIMENSION: 300' - 10 15/16" REQUIRED MINIMUM DISTANCE BETWEEN EXITS (1/3 OF MAXIMUM OVERALL DIAGONAL DIMENSION, PER 1015.2.1): 100' - 3 5/8" TRAVEL DISTANCE: MAXIMUM COMMON TRAVEL PATH: 75' COMMON PATH OF TRAVEL TO TWO EXITS: 32' (CBC 410.5.3.3) (FOR BUILDINGS WITH AUTOMATIC SPRINKLER SYSTEM PER 903.3.1.1) MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 250' (PER TABLE 1017.2 FOR A OCCUPANCY WITH SPRINKLERS) LONGEST EXIT ACCESS TRAVEL DISTANCE 139' - 8" CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 9/25/2025 7:45:10 PMG210 OAK24-CO-052 CODE ANALYSIS OCCUPANCY AND EGRESS METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 LEGEND SHEET NOTES 1" = 10'-0"1 OCCUPANCY CALCULATION - UPPER LEVEL # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Calculations - CBC 1004 Occupant Load Area Name Occupancy per Chapter 3 CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT occupancy load Required Egress Width for Stairs CBC 1005.3.1 Required Egress Width CBC 1005.3.2 Provided Egress WidthFunction of Space Area per Occupant Area Occupant Load RESTROOMS (none) 341 SF 0 0.0 0" 0" 6' SHOWERS (none) 523 SF 0 0.0 0" 0" 6' BREAK AREA A-2 ASSEMBLY Assembly without Fixed Seats: Unconcentrated 15 SF 289 SF 19 19.2 6" 4" 3' CIRCULATION A-2 ASSEMBLY Training & Adjacent 225.8 SF 3,446 SF 15 15.3 5" 3" 3' LOBBY A-2 ASSEMBLY Assembly without Fixed Seats: Unconcentrated 15 SF 747 SF 50 49.8 15" 10" 6' LOCKER A-2 ASSEMBLY Locker Rooms 50 SF 1,025 SF 20 20.5 6"4" 3' SEATING A-2 ASSEMBLY Assembly without Fixed Seats: Unconcentrated 15 SF 530 SF 36 35.3 11" 7" 6' RENTAL A-4 ASSEMBLY Training & Adjacent 225.8 SF 494 SF 2 2.2 1" 0" 3' CHECK IN B BUSINESS Business Areas 150 SF 219 SF 1 1.5 0" 0" 6' EMPLOYEE B BUSINESS Business Areas 150 SF 426 SF 3 2.8 1" 1" 3' OFFICE B BUSINESS Business Areas 150 SF 301 SF 2 2.0 1" 0" 6' TRAINING B BUSINESS Exercise Rooms 50 SF 897 SF 18 17.9 5"4" 6' EQU. RACK M MERCANTILE Mercantile: Storage, Stock, and Shipping Areas 300 SF 840 SF 3 2.8 1" 1" 3' RETAIL M MERCANTILE Kitchens: Commercial 200 SF 461 SF 2 2.3 1" 0" 6' ELECTRICAL U UTILITY Accessory storage areas, mechanical equipment room 300 SF 36 SF 0 0.1 0" 0" 6' UTILITIES U UTILITY Accessory storage areas, mechanical equipment room 300 SF 41 SF 0 0.1 0" 0" 6' 10,616 SF 171 171.9 51" 34" EXTRA BEGINNER TRAINING Training & Adjacent 225.8 SF 707 SF 3 3.1 1" 1" 3' SIMULATOR/ BALANCED EQUIP TRAINING Training & Adjacent 225.8 SF 1,112 SF 5 4.9 2" 1" 3' SKI TREADMILL -1 TRAINING Training & Adjacent 225.8 SF 5,372 SF 24 23.8 7" 5" 3' SKI TREADMILL -2 TRAINING Training & Adjacent 225.8 SF 2,637 SF 12 11.7 4" 2" 3' SMD-1 TRAINING Training & Adjacent 225.8 SF 9,551 SF 42 42.3 13" 8" 3' TRAMPOLINE TRAINING Training & Adjacent 225.8 SF 1,857 SF 8 8.2 2" 2" 3' 21,235 SF 94 94.0 28" 19" 31,852 SF 265 266.0 80" 53" Occupancy - Density per Equipment (Area/ppl) EQUIPMENT AREA ALLOWABLE PEOPLE EXTRA BEGINNER 707 SF 24 SIMULATOR/ BALANCED EQUIP 1,112 SF 6 SKI TREADMILL -1 5,372 SF 16 SKI TREADMILL -2 2,637 SF 8 SMD-1 9,551 SF 32 TRAMPOLINE 1,857 SF 8 Grand total: 7 21,235 SF 94 **Circulation Calculation using Density of Equipment (Area per occupant): 21,228 SF/ 94 ppl = 225.8 SF per occ. (USING OCCUPANCY DENSITY PER EQUIPMENT) FIXTURES PROVIDED 2 4 2 2 3 FIXTURE REQUIRED 1 3 2 1 1 OCCUPANTS 96 96 96 96 96A-3 FACTOR 1: 1-100 3: 51-100 2: 101-200 1: 1-200 1: 1-100 MALE FEMALE MALE MALE FEMALE TYPE OF OCCUPANCY WATER CLOSETS URINALS LAVATORIES PLUMBING CODE, TABLE 422.1 24 6 32 16 8 Calculations - CPC Table 4-1 Plumbing Occupancy Load Name CPC_OCC_LOAD_TYPE CPC_Area per occupant Area CPC_CC_Count Assembly BREAK AREA without fixed seats: Conference, dining/drinking, lounge (portable seating/table space) 30 SF 288.5 SF 9.62 LOBBY without fixed seats: Conference, dining/drinking, lounge (portable seating/table space) 30 SF 746.93 SF 24.90 SEATING without fixed seats: Conference, dining/drinking, lounge (portable seating/table space) 30 SF 530.18 SF 17.67 1,565.61 SF 52.19 Business CHECK IN office, sales/soliciting, administration, food processing, courtroom, ambulatory clinic 150 SF 219.37 SF 1.46 EMPLOYEE office, sales/soliciting, administration, food processing, courtroom, ambulatory clinic 150 SF 426.02 SF 2.84 OFFICE office, sales/soliciting, administration, food processing, courtroom, ambulatory clinic 150 SF 301.04 SF 2.01 RETAIL office, sales/soliciting, administration, food processing, courtroom, ambulatory clinic 150 SF 460.55 SF 3.07 TRAINING office, sales/soliciting, administration, food processing, courtroom, ambulatory clinic 150 SF 897.37 SF 5.98 2,304.36 SF 15.36 Mercantile EQU. RACK wholesale, retail 100 SF 840.26 SF 8.40 840.26 SF 8.40 Training CIRCULATION Ski Equipment - Adjacent 225.8 SF 3,446.02 SF 15.26 EXTRA BEGINNER Ski Equipments 225.8 SF 706.96 SF 3.13 LOCKER Ski Equipment - Adjacent 225.8 SF 1,024.71 SF 4.54 RENTAL Ski Equipment - Adjacent 225.8 SF 494.13 SF 2.19 SIMULATOR/ BALANCED EQUIP Ski Equipments 225.8 SF 1,111.62 SF 4.92 SKI TREADMILL -1 Ski Equipments 225.8 SF 5,371.82 SF 23.79 SKI TREADMILL -2 Ski Equipments 225.8 SF 2,636.88 SF 11.68 SMD-1 Ski Equipments 225.8 SF 9,550.84 SF 42.30 TRAMPOLINE Ski Equipments 225.8 SF 1,857.21 SF 8.23 26,200.2 SF 116.03 30,910.43 SF 191.98 A A A A A A A A A EXISTING RAMP 24 6 8 32 16 8 (2) EXITS REQUIRED 27" PER EXIT (ROUNDED UP) 27" < 36" PROVIDED MINIMUM DOOR WIDTH, ALL EXTERIOR DOORS 8 STAIR WIDTH 112" PROVIDED A Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 INTERNATIONAL ACCESSIBILITY SYMBOL; COLOR: WHITE 1/4" THK. ENGRAVED PLASTIC SIGN @ WALLS. PLASTIC FILM DECAL @ GLAZING. COLOR: BLUE 0' - 6"0' - 6"MOUNT SIGN ON AT 5'-0" ABOVE FIN. FLOOR ON WALL OR GLAZING, 4" FROM LATCH SIDE OF DOOR FRAME, UON LOCATED AT EVERY PRIMARY PUBLIC ENTRANCE AND MAJOR JUNCTION WHERE ACCESSIBLE ROUTE DIVERGES FROM THE CIRCULATION PATH ALONG OR LEADING TO AN ACCESSIBLE ROUTE, ENTRANCE OR FACILITY. 1/4" BLACK SOC HEAD SCREWS 1/4" ACRYLIC WITH COPY PHOTOSCREENED IN BLACK ONTO SURFACE, WITH EXIT PATH IN CONTRASTING COLOR. COPY PROVIDED BY ARCHITECT. PLAN (NO TACTILE REQUIREMENTS) EVACUATION PLAN 17"14" ADDRESS FLOOR 1 LEGEND CALL 911 FIRE/POLICE/MEDICAL IN CASE OF EMERGENCY, PULL FIRE ALARM, USE STAIRWAY FOR EXIT. DO NOT USE ELEVATORS ALARM WILL SOUND AS A LOUD BELL. STROBE LIGHTS WILL FLASH. PERSONS WITH DISABILITIES SHALL PROCEED TO NEAREST EXIT AND AWAIT ASSISTANCE. 1/4" BLACK SOC HEAD SCREWS, TYP. 1" TALL, 1/32" RAISED CHARACTER, "EXIT STAIR DOWN" AT DOORS THAT LEAD DIRECTLY TO A GRADE- LEVEL EXTERIOR EXIT VIA STAIR. 1/4" NON GLARE ACRYLIC SIGN BACKING EXIT STAIR DOWN CALIFORNIA GRADE 2 CLEAR BEAD BRAILLE0' - 7"0' - 7" MAXIMUM OCCUPANCY ## PERSONS 11/16" H. MIN. LETTERS; SEE NOTES FOR COPY 1/4" ACRYLIC SIGN WITH COPY PHOTOSCREENED IN BLACK ONTO SURFACE 1/4" BLACK SOC HEAD SCREWS, TYP. COPY TO READ: "XX PERSONS" AT COMMON ROOM 0' - 10"0' - 6"PROVIDE SIGNAGE IDENTIFYING THE CAPACITY OF THE ROOM, POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT DOOR OF THE ROOM. ROOM OCCUPANCY PER PLANS 1/4" THK. ACRYLIC WITHIN 20 FEET OF DOORWAYS, OPERABLE WINDOWS, OR INTAKE VENTS 1" HIGH ENGRAVED TEXT 1' - 0"CALIFORNIA GOVERNMENT CODE SECTIONS 7596-7598 NO SMOKING 1/2" HIGH ENGRAVED TEXT 4" DIA. ENGRAVED NO SMOKING ICON 1/4" SST FLAT HEAD SCREW WITH TRIM WASHER, TYP. 0' - 10"0' - 1"0' - 3"1/4" SS SOC HEAD SCREWS, TYP. ROOM NAME: 11/16" H. LETTERS; SEE PLAN FOR ROOM NAME 1/4" ACRYLIC WITH COPY PHOTOSCREENED IN CONTRASTING COLOR ONTO SURFACE MECHANICAL CALIFORNIA GRADE 2 CLEAR BEAD BRAILLE0' - 2 1/2"VARIES 9" FROM SIGN C.L. TO EDGE OF DOOR FRAME C20' - 1 1/2"C10' - 1"CALIFORNIA GRADE 2 CLEAR BEAD BRAILLE 1/32" RAISED, 1" H. CHARACTER, 3/4" STROKE, STAIR NUMBER PER PLAN 1/4" ACRYLIC STAIRWELL SIGNS, WITH 1/32" RAISED CHARACTERS. COPY PER CBC SEC. 11B-703 1/4" SS SOC HEAD SCREWS 1 1/32" RAISED STAR AT EXIT FLOOR; 1" OUTSIDE DIAMETER 0' - 5"0' - 6"1/4" SS SOC HEAD SCREWS 11/16" H. MIN. LETTERS; SEE NOTES FOR COPY 1/4" THK. ACRYLIC STAIRWELL SIGNS WITH COPY PHOTOSCREENED IN CONTRASTING COLOR ONTO SURFACE. EXIT ROUTE CALIFORNIA GRADE 2 CLEAR BEAD BRAILLE0' - 2 1/2"0' - 7 3/4" PER CBC 1011.4 PROVIDE TACTILE EXIT SIGNS AT THE FOLLOWING LOCATIONS AND WITH THE NOTED COPY. TYPE B1: "EXIT" AT GRADE-LEVEL EXTERIOR EXIT DOORS TYPE B2: "EXIT ROUTE" AT EXIT ACCESS DOOR FROM AN INTERIOR ROOM TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN 9" FROM SIGN C.L. TO EDGE OF DOOR FRAME EQ EQ TACTILE WALL SIGN12" DIA 12"12" 12" 12" DIA DOOR MOUNTED RESTROOM IDENTIFICATION SIGNAGE MOUNT WITHIN 1" OF DOOR CENTERLINE PERMANENT ROOM IDENTIFICATION SIGNAGE LOCATED ON STRIKE SIDE NOTES: 1. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED, CONTRASTING IN COLOR, AND HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO HEIGHT RATIO BETWEEN 1:5 AND 1:10, AND RAISED 1/32" MINIMUM, AND BE ACCOMPANIED BY BRAILLE. 2. WHERE PERMANENT SIGNAGE IS PROVIDED FOR ROOMS AND SPACES, SIGNAGE AS DESCRIBED ABOVE SHALL ALSO BE PROVIDED ON THE STRIKE SIDE OF THE DOOR. TYPICAL DETAILS FOR SIGNS AND IDENTIFICATION - ALL ASPECTS OF PROJECT TO COMPLY (CBC 11B-216 & 11B-703) MENS WOMENS GRADE 2 BRAILLE PERMANENT ROOM ID SIGNAGE 1/4" THICK 3" MAX 6" MIN 2" MIN6" MIN1/4" THICK TYP58"-60" AFFALL GENDER/UNISEX 1/4" BLACK SOC HEAD SCREWS, TYP. 1/4" TALL, 1/32" RAISED CHARACTER 1/4" NON GLARE ACRYLIC SIGN BACKING8"8" CALL DEVICE CENTERLINE OF SIGN 5'-0" ABOVE GRADE BORDER COLOR: BLACK .08" THK. ALUM. W/ WHITE REFLECTIVE BACKGROUND IMPOUND INFORMATION TO BE SUPPLIED BY OWNER PARKING RESTRICTION TEXT BY OWNER 1.5" HIGH TEXT; COLOR: BLACK, FONT STYLE: HELVETICA 2' - 0"1' - 6" WALL-MOUNTED SIGN PROVIDE SIGNS AT THE PLAN INDICATED LOCATIONS AND WITH THE NOTED COPY: TYPE K1: "LONG-TERM COMMERCIAL" AND "RESIDENT GUEST PARKING PERMITTED" TYPE K2: "SHORT-TERM COMMERCIAL" AND "RESIDENT GUEST PARKING PERMITTED" 1/4" SS SOC HEAD SCREWS, TYP. ROOM NUMBER: 1-1/2" NUMBERS; SEE PLAN FOR ROOM NUMBER 1/4" ACRYLIC WITH COPY PHOTOSCREENED IN CONTRASTING COLOR ONTO SURFACE 203 CALIFORNIA GRADE 2 CLEAR BEAD BRAILLE6"6" OF DOOR FRAME 9" TO EDGE C24"C12"1/2" TALL, 1/32" RAISED CHARACTER, "IN CASE OF FIRE, USE STAIRWAY FOR EXIT. DO NOT USE ELEVATOR" AS ELEVATORS NOT PART OF ACCESSIBLE MEANS OF EGRESS PER SECTION 1007.4 1/4" NON GLARE ACRYLIC SIGN BACKING IN CASE OF FIRE USE STAIRWAY FOR EXIT DO NOT USE ELEVATOR 11/16" H. MIN. LETTERS; SEE PLAN FOR ROOM NAME LIVE / WORK CALIFORNIA GRADE 2 CLEAR BEAD BRAILLE10"1' - 6" 1/8" THK. ALUM. SIGNS WITH COPY PHOTOSCREENED IN CONTRASTING COLOR ONTO SURFACE. PROVIDE OPAQUE MASKING FILM THE SAME SIZE AS SIGN ON OPPOSITE SIDE OF GLASSC27"C13"01 1-1/2" NUMBERS; SEE PLAN FOR ROOM NUMBER 1/8" THK. ACRYLIC W/ ALUM SOC HEAD SCREWS ATTACHED TO FACE OF SIGN 11"2"MAINTENANCE ACCESS ONLY 11/16" H. MIN. LETTERS; SEE NOTES FOR COPY 1/4" ACRYLIC SIGN WITH COPY PHOTOSCREENED IN BLACK ONTO SURFACE 1/4" BLACK SOC HEAD SCREWS, TYP. 10"6"NOTES: 1. ACCESSIBLE ENTRANCES - ACCESSIBLE BUILDING ENTRANCES ARE REQUIRED TO BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS ( DECAL) . 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS REQUIRED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE, PER CBC 1143A.8 .THE SYMBOL A WHITE FIGURE ON A BLUE BACKGROUND (COLOR NO. 15090) IN FEDERAL STANDARD 595B. WHEN IT IS DETERMINED BY THE ENFORCING AGENCY THAT SUCH SIGNS AND IDENTIFICATION PROVIDE ADEQUATE DIRECTION. 3. BRAILLE - CONTRACTED GRADE 2 BRAILLE IS TO BE USED WHEREVER BRAILLE IS REQUIRED. DOTS ARE .01 INCH ON CENTERS IN EACH CELL WITH .02 INCH SPACE BETWEEN CELLS. DOTS ARE RAISED A MINIMUM OF 0.025 INCH ABOVE THE BACKGROUND. EXCEPTION: A SPECIAL SIGN OR IDENTIFICATION WHICH COMPLIMENTS DECOR OR A UNIQUE DESIGN MAY BE APPROVED 4. PROVIDE SIGN OVER MAIN EXIT DOOR--"THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." 5. PROVIDE TACTILE EXIT SIGNS AT EACH GRADE LEVEL EXTERIOR EXIT DOOR BY STAIRWAY OR RAMP, FROM INTERIOR ROOMS OR AREAS TO A CORRIDOR OR HALLWAY THAT REQUIRES VISUAL EXIT SIGNS, AND OTHER REQUIRED LOCATIONS WITH MANDATED WORDING, PER CBC 1013.1 & 1143A. 6. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. (CBC 1117A, 1143A). 7. LOCATE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON MAIN ENTRY. 8. ALL SIGNAGE, TEXT, GRAPHICS, LAYOUT, AND LOCATION TO BE APPROVED THROUGH SUBMITTALS TO THE ARCHITECT. 9. CHARACTERS AND SYMBOLS SHALL HAVE NON-GLARE FINISH AND CONTRAST WITH THEIR BACKGROUND PER CBC 1143A.5. 10. CHARACTER PROPORTIONS TO COMPLY WITH CBC 1143A.5. 11. ALL BRAILLE SIGNAGE TO BE CALIFORNIA, GRADE 2 BRAILLE, COMPLY WITH CBC 1143A.7 12. PROVIDE PROP 65 COMPLIANT SIGNAGE FOR ALL AREAS CONTAINING HAZARDOUS MATERIALS AND AT BUILDING ENTRY. 13. WHEN MULTIPLE SIGNS ARE PROVIDED NEXT TO DOORS, THE TACTILE SIGNS TAKE PRECEDENCE OVER NON-TACTILE SIGNS WHEN PLACING THEM 9" FROM THE JAMB AND 60" HIGH. MULTIPLE TACTILE SIGNS AT ONE DOOR SHOULD BE STACKED VERTICALLY, CENTERED 9" FROM THE DOOR JAMB AND CENTERED 60" HIGH AS A GROUP. 14. UTILITY IDENTIFICATION SIGNS SHALL BE PROVIDED PER CFC 509.1 EQ EQ 48" MIN. @ BRAILLE5' - 0" MAX.9"RESTROOM IDENTIFICATION REQUIRED, SEE DOOR SCHEDULE FIRE STROBE AT 80" A.F.F. TACTILE WALL SIGN AT LATCH SIDE OF DOOR LIGHTING CONTROLS & FIRE ALARM PULL. DOORBELL WHERE OCCURS THERMOSTAT RECEPTACLE TELEPHONE / COMM. 4" S.Q. SYMBOL FOR ACCESSIBLE ENTRY - CENTER W/ HARDWARE. ON CLEAR VINYL AT GLASS DOORS. ON ACRYLIC PLATE AT SOLID DOORS.T.O. BOX4' - 0" MAXVARIES B.O. BOX1' - 3" MIN TOCHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 9/25/2025 7:47:04 PMG310 OAK24-CO-052 SIGNAGE DETAILS METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 3" = 1'-0"G TYPE G - ACCESSIBLE BUILDING ENTRANCE 3" = 1'-0"N TYPE N - NON- TACTILE EVACUATION PLAN 3" = 1'-0"H TYPE H - EXIT STAIR 3" = 1'-0"D TYPE D - MAXIMUM OCCUPANCY 3" = 1'-0"F TYPE F - NO SMOKING AT BUILDING ENTRANCE 6" = 1'-0"A TYPE A - ROOM ID SIGN 3" = 1'-0"E TYPE E - TACTILE STAIR LEVEL I.D. (STAIR SIDE) 6" = 1'-0"B TYPE B - TACTILE EXIT SIGN 1/4" = 1'-0"S TYPICAL DETAILS FOR RESTROOM SIGNAGE 6" = 1'-0"Q TYPE Q - 2-WAY COMMUNICATION CALL 1 1/2" = 1'-0"K TYPE K - GARAGE PARKING INFORMATION 3" = 1'-0"C TYPE C - ROOM I.D. 6" = 1'-0"J TYPE J - EXIT STAIR 1 1/2" = 1'-0"L TYPE L - ROOM I.D. STOREFRONT 3" = 1'-0"P TYPE P - MAINTENANCE ACCESS ONLY 3" = 1'-0"1 NOTES 1/2" = 1'-0"5 TYPICAL SIGNAGE MOUNTING HEIGHTS # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTALA A A A Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 10" MIN SMOOTH OR UNINTERRUPTED BOTTOM RAIL OR PROVIDE KICK PLATE RUBBER BUMPER ON CHAIR DOOR CONSTRUCTION (SEC. 1008.1.9) NOTE: LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LEVER DOOR HARDWARE SEE NOTE ABOVE, SEC 11B-404.2.7 & 11B-309.4 _FLOOR 30"- 44"ABOVENOTE: THESE DIAGRAMS HAVE BEEN REPRODUCED FOR GENERAL REFERENCE AND TO CONVEY INTENT TO COMPLY WITH ACCESSIBILITY CODES AND GUIDELINES ONLY. IN THE EVENT OF A CONFLICT BETWEEN THESE STANDARDS AND DIMENSIONS SHOWN ON THE FOLLOWING PLANS AND ELEVATIONS, CONTRACTOR SHALL NOTIFY ARCHITECT IN ADVANCE OF PERFORMING RELATED WORK. MIN6' - 0"5' - 0"4' - 0"LANTERN CALL BUTTONS FLOOR LANDING NUMBERS ON BOTH SIDES OF DOOR JAMB HOISTWAY AND ELEVATOR ENTRANCES0' - 5"2' - 5"VERTICAL LOCATION OF DOOR REOPENING DEVICES MAXIMUM INSTALLATION HEIGHTS ABOVE CAB FLOOR * PERMITTED IN (E) BUILDING WITH PARALLEL APPROACH 2' - 8"0' - 1 1/2" RAIL ELEVATORS FIRE EXTINGUISHER WEIGHING 40 LBS OR LESS TYPICAL MOUNTING HEIGHTS MAX5' - 0"FIRE EXTINGUISHER WEIGHING MORE THAN 40 LBS 3' - 6"4" MIN4" MINWALL MOUNTED EXIT SIGN EXIT MIN CLEAR8' - 6 1/8"MAX3' - 0"FINISH FLOOR SURFACE MOUNTED STEM MOUNTED PERPENDICULAR TO WALL LOW LEVEL EXIT SIGN EXIT6" - 8"ELECTRICAL AND HVAC CONTROLSMAX4' - 0"15" MINFIRE ALARM STROBE LIGHT OR COMBINATION LIGHT/HORN CEILING 0' - 6"CEILING 6' - 8 1/8"WHICHEVER IS LOWER FIRE ALARM PULL STATION42" - 48"ACTIVATING LEVER 54" MAX*4' - 0" MAX.MIN2' - 10"WARNING STRIPS FOR TOP AND BOTTOM TREAD OF INTERIOR STAIRS; ALL TREADS AT EXTERIOR STAIRS. 2" WIDE MIN, AND 1" MAX. FROM EDGE OF TREAD2'-10" MIN.3' - 2" MAX.TREAD WIDTH +12" TREAD WIDTH HANDRAIL 1-1/4" MAX. 1' - 0" 1-1/4" TO 1-1/2" NOM. DIA. 1-1/2" CLR TYPICAL HANDRAIL SECTION NOTE: STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALK LINE WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. HANDRAIL MUST EXTEND AT SLOPE OF STAIR FOR HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND NOSE OF LOWEST TREAD BEFORE LEVELING OFF1' - 0" 2 1 MAX. SLOPE 1/4"1/4"DOOR THRESHOLD 1/2"REQ. ONLY AT DOORS WITH BOTH A LATCH AND A CLOSER LATCH APPROACH FRONT APPROACH HINGE APPROACH PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE 4'-0" IF DOOR HAS A LATCH AND A CLOSERALL DIMENSIONS ARE MINIMUM FINISHED CLEARANCES, UON 2' - 0"5' - 0"3' - 8"5' - 0"OF EXT. DOORS ONLY 2' - 0" EXT. SIDE 1' - 6" 1' - 0"CLEAR4' - 0" MIN. CLEAR5' - 0" MIN. MIN. 3' - 0"44" WITHOUT CLOSER48" WITH CLOSER24" MIN 22" MIN MIN.1' - 3"4' - 0" MAXFIRE STROBE AT 80" A.F.F. RESTROOM IDENTIFICATION WHERE REQUIRED, SEE DOOR SCHEDULE TACTILE WALL SIGN AT LATCH SIDE OF DOOR, REFER TO X/A0.X LIGHTING CONTROLS & FIRE ALARM PULL WHERE REQUIRED THERMOSTAT 4" S.Q. SYMBOL FOR ACCESSIBLE ENTRY ON CLEAR VINYL AT GLASS DOORS. ON ACRYLIC PLATE AT SOLID DOORS. RECEPTACLE TELEPHONE / COMM.48" MIN. @ BRAIL5' - 0" MAX.T.O. BOX4' - 0" MAXB.O. BOX1' - 3" MIN TOEQ EQ 9" VARIES >10"-24" MAX 46" MAX34" MAX10" MAX 15" MIN48" MAX34" MAXDRINKING FOUNTAIN * ALCOVES WITH A DEPTH GREATER THAN OR EQUAL TO 24" SHALL BE A MINIMUM 36" WIDE. W HEELCHAIRACCESSIBLESTANDINGACCESSIBLETO SPOUT ORIFICETO SPOUT ORIFICE(IMPERVIOUS MATERIALON WALL, SEE FIN. PLAN)36" MAX.6" MAX.48"38"-43"18"-19"36" MAX.48"38"-43"MAX. 18"-19" 15" 5" MIN. * 32"MIN. CLR.30" MIN.18" MIN. * ALCOVE 48" MIN. CLR 18" MIN. ALCOVE 48" MIN. CLR 30" MIN. CLR27" MIN.9" MIN. KNEE CLEARANCE 8" MIN. 11" MIN. CLEARANCE 6" MAX TOE DINING TABLES: 1. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. 2. AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, KNEE CLEARANCE SHALL EXTEND 19 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND. 3. THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 4. WHERE FOOD OR DRINK IS SERVED FOR CONSUMPTION AT A COUNTER EXCEEDING 34 INCHES IN HEIGHT, A PORTION OF THE MAIN COUNTER 60 INCHES MINIMUM IN LENGTH SHALL BE PROVIDED AS ACCESSIBLE. DINING TABLE REQUIREMENTS 1. WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT THE DINING SURFACES SHALL BE ACCESSIBLE. 2. DINING SURFACES REQUIRED TO BE PROVIDED AS ACCESSIBLE SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING SURFACES FOR EACH TYPE OF SEATING IN A FUNCTIONAL AREA. CLEAR 19" MIN.33" MIN30" X 48" CLEAR SPACE CLEAR 30" MINKNEE CLR.27" MINDINING HEIGHT34" MAXCLR 19" MIN. 27" MINDINING HEIGHT34" MAXAT RAISED DINING COUNTERS, A 60" LONG SECTION IS TO BE PROVIDED AT 34" MAX AFF. RAISED COUNTER, BEYOND CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:00 PMG500 OAK24-CO-052 COMMON AREA ACCESSIBILITY DETAILS METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 1/4" = 1'-0"9 TYPICAL DETAIL FOR DOOR CONSTRUCTION 1/4" = 1'-0"1 TYPICAL MOUNTING HEIGHTS & DIMENSIONS 1/2" = 1'-0"10 ACCESSIBLE STAIR 6" = 1'-0"13 ACCESSIBLE THRESHOLD / CHANGE IN LEVEL 1/4" = 1'-0"11 CLEARANCE GUIDELINES 1/2" = 1'-0"3 FORWARD REACH 1/2" = 1'-0"8 TYPICAL MOUNTING HEIGHTS 1/2" = 1'-0"4 SIDE REACH 3/8" = 1'-0"14 ACCESSIBLE DRINKING FOUNTAIN 1/4" = 1'-0"2 DINING TABLE GUIDELINES # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 PAPER TOWEL DISPENSER SANITARY NAPKIN DISPENSER SEAT COVER DISPENSER TO HIGHEST OPERATING PART MIRROR SOAP DISPENSER ACCESSIBLE WATER CLOSET RECESSED TOILET SEAT COVER/TOILET TISSUE DISPENSER/ SANITARY NAPKIN DISPOSER T.O. SEAT REQUIRED CLEAR SPACE INSULATE TRAP PIPING COUNTER WHERE OCCURS 2'-10" MIN. CLAR FOR DOORS AT SIDE OF STALL 32" MIN. CLEAR FOR DOORS AT END OF STALL; OVERHEAD BRACE COMPARTMENT DOOR COMPARTMENT STILE ROBE HOOK @ COMPARTMENT SIDE OF TOILET PARTITION TOILET COMPARTMENT DOOR2' - 10" MAX.2' - 3" MIN.25" MAX. 17" MIN.0' - 9"17" - 19"3' - 4" MAX.9" MAX 7" MIN 12" MAX.42" MIN. 24" MIN.1' - 7" MIN.36" MAX33" MIN18" MAX 17" MIN 44" MAX.36" MIN 6" MAX. 24" MIN 12" MIN 3' - 4" MAX.0' - 2" 8" MIN. CLR. 6" MAX. CLR.TYP.1' - 2" 5' - 10" 1' - 0" OPEN MAX.3' - 4"CENTER LOCKS AND HANDLES BETWEEN 30" AND 44" AFF: PROVIDE LOOP STYLE HANDLE INSIDE AND OUTSIDE: PROVIDE SLIDE TYPE OR FLIP-OVER TYPE LATCHNOTE: PROVIDE BACKING BLOCKING BETWEEN STUDS AT ALL WALL MOUNT LOCATIONS 54" MIN. OPEN 9" TOE CLEARANCE MIN. UNLESS STALL WIDTH > 66" REQUIRED CLEAR SPACE FLUSH HANDLE 4' - 0"2' - 6" 13.5" MIN.@ ACC.17" MAX.44" MAX.RIM PLAN VIEW SIDE ELEVATION WRAP ALL EXPOSED PLUMPING WITH PIPE INSULATION3' - 4" MAX.1' - 6" MIN. FRONT ELEVATIONPLAN SIDE ELEVATION MIRROR; TILTED FOR ACCESSIBILITY AS NOTED 30"x48" MIN CLEARANCE; CENTERED ON LAVATORY 2' - 10"MAINTAIN KNEE-SPACE PER KNEE CLEARANCE DETAIL19 MAX.CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:01 PMG510 OAK24-CO-052 COMMERCIAL RESTROOM ACCESSIBILITY DETAILS METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 1/2" = 1'-0"1 TOILET ROOM ACCESSIBLE MOUNTING REQUIREMENTS 1/2" = 1'-0"3 URINAL MOUNTING PARAMETER 1/2" = 1'-0"2 ACCESSIBLE LAVATORY # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:01 PMG600 OAK24-CO-052 CAL GREEN NONRESIDENTIAL MANDATORY MEASURES METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:01 PMG601 OAK24-CO-052 CAL GREEN NONRESIDENTIAL MANDATORY MEASURES METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:01 PMG602 OAK24-CO-052 CAL GREEN NONRESIDENTIAL MANDATORY MEASURES METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:01 PMG900 OAK24-CO-052 SPECIFICATIONS METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 SECTION 0110 - SUMMARY OF WORK TENANT IMPROVEMENT 1. THE CONTRACTOR WILL BE REQUIRED TO COORDINATE THE WORK OF THIS CONTRACT WITH ALL WORK PERFORMED BY OTHERS INCLUDING BUT NOT LIMITED TO THE FIXTURE CONTRACTOR, SECURITY, LOSS PREVENTION AND KITCHEN VENDORS. THERE WILL BE NO ALLOWANCE FOR THE FAILURE OF THE CONTRACTOR TO INCORPORATE ALL COSTS ASSOCIATED WITH THE INTERFACE BETWEEN THE VARIOUS SCOPES OF WORK ON THE PROJECT. 2. UNLESS SPECIFICALLY NOTED OTHERWISE, PROVIDE AND PAY FOR LABOR, MATERIALS, EQUIPMENT, TOOLS AND MACHINERY. 3. COMPLY WITH CODES, ORDINANCES, RULES, REGULATION, ORDERS AND OTHER LEGAL REQUIREMENTS OF PUBLIC AUTHORITIES WHICH GOVERN THE PERFORMANCE OF THE WORK. 4. PROMPTLY SUBMIT WRITTEN NOTICE TO ARCHITECT OF ANY OBSERVED VARIANCES OF CONTRACT DOCUMENTS FROM LEGAL REQUIREMENTS. 5. USE OF SITE IS LIMITED TO AREAS DESIGNATED BY THE LANDLORD. CONTRACTOR RECOGNIZES THAT THE CONSTRUCTION SITE IS LOCATED AT AN OPERATIONAL SHOPPING CENTER (MALL) AND THE RULES AND REGULATIONS IMPOSED BY THE MALL MANAGEMENT OF THE STORE WILL BE ENFORCED BY THE CONTRACTOR SUBCONTRACTORS AND SUPPLIERS. THE FOLLOWING DEFINITIONS APPLY TO THE WORK: 1. "PROVIDE" MEANS TO FURNISH, FABRICATE, DELIVER, INSTALL AND ERECT, AND CONNECT, INCLUDING AL LABOR, MATERIALS, EQUIPMENT, APPARATUS, APPURTENANCES AND EXPENSES NECESSARY TO COMPLETE IN PLACE, READY FOR OPERATION AND USE, UNDER THE TERMS OF THE CONTRACT DOCUMENTS. 2. "AS SHOWN", "AS DETAILED", "AS INDICATED" OR WORDS OF SIMILAR IMPORT MEAN AS INDICATED ON THE DRAWINGS. 3. "APPROVED EQUAL", "OR EQUAL", "OR APPROVED EQUAL" MEANS AS APPROVED AND ACCEPTED BY THE ARCHITECT AS DEFINED IN SECTION 01600 OF THE SPECIFICATIONS. 4. "SHALL" IS MANDATORY. 5. "AS REQUIRED" MEANS AS REQUIRED BY THE CONTRACT DOCUMENTS. 6. "AS NECESSARY" MEANS ESSENTIAL TO THE COMPLETION OF THE WORK. 7. "CONCEALED" MEANS EMBEDDED IN MASONRY, CONCRETE OR OTHER CONSTRUCTION, INSTALLED WITHIN FURRED SPACES, WITHIN A WALL/PARTITIONS OR ABOVE SUSPENDED CEILINGS, IN TRENCHES, IN CRAWL SPACES, OR IN ENCLOSURES. 8. "EXPOSED" MEANS NOT INSTALLED UNDERGROUND OR CONCEALED AS DEFINED ABOVE. 9. "PRODUCT" MEANS ALL MATERIALS, SYSTEMS, AND EQUIPMENT. 10. "SECTION" MEANS SECTION OF THESE SPECIFICATIONS. 11. "OWNER" OR "TENANT" MEANS PHILZ COFFEE. SECTION 01300 - ADMINISTRATIVE REQUIREMENTS 1. SUBMIT SHOP DRAWINGS, SAMPLES AND OTHER REQUIRED SUBMITTALS FOR THE PRODUCTS OR TRADES SPECIFIED ON THE DRAWINGS. 2. SUBMIT 3 COPIES OF SHOP DRAWINGS. 3. SUBMIT 3 SAMPLES, UNLESS SPECIFIED OTHERWISE. 4. SUBMITTALS SHALL BE SUFFICIENTLY COMPLETE IN TERMS OF INFORMATION, DETAIL AND DIMENSIONS SO AS TO REQUIRE ONLY MINIMAL REVIEW BY ARCHITECT. 5. REVISE INITIAL SHOP DRAWINGS AS REQUIRED AND RESUBMIT WHEN INSTRUCTED BY THE ARCHITECT. INDICATE ON DRAWINGS ANY CHANGES MADE OTHER THAN THOSE REQUESTED BY ARCHITECT. 6. DISTRIBUTE APPROVED COPIES OF SHOP DRAWINGS AND PRODUCT DATA TO PROJECT RECORD DOCUMENTS FILE, AND TO SUBCONTRACTORS, SUPPLIER AND FABRICATOR, AS APPLICABLE. 7. MAINTAIN AT SITE, ONE RECORD COPY OF DRAWINGS, ADDENDA, APPROVED SHOP DRAWINGS, CHANGE ORDERS, CONSTRUCTION CHANGE DIRECTIVES, REQUESTS FOR INFORMATION, OTHER MODIFICATIONS TO CONTRACT, AND FIELD TEST RECORDS. 8. DO NOT PERMANENTLY CONCEAL ANY WORK UNTIL REQUIRED INFORMATION HAS BEEN RECORDED. 9. KEEP RECORD DOCUMENTS CURRENT. LEGIBLY MARK TO RECORD ACTUAL CONSTRUCTION OF FIELD CHANGES OF DIMENSION AND DETAIL, CHANGES MADE BY CHANGE ORDER, FIELD CHANGE AUTHORIZATION AND NOTICES OF CLARIFICATION AND DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS. 10. SHOP DRAWINGS: MAINTAIN AS RECORD DOCUMENTS; LEGIBLY ANNOTATE SHOP DRAWINGS TO RECORD CHANGES MADE AFTER APPROVAL. SECTION 01400 - PROJECT COORDINATION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROJECT COORDINATION. COORDINATE THE WORK OF ALL SUBCONTRACTORS IN CONJUNCTION WITH OWNER'S FIXTURE CONTRACTOR AND VENDORS. 2. PREPARE DETAILED SCHEDULE OF OPERATIONS OF ALL SUBCONTRACTORS ON THE PROJECT AND MONITOR SCHEDULES AS WORK PROGRESSES. 3. VERIFY THAT LABOR AND EQUIPMENT ARE ADEQUATE FOR THE WORK AND TO MAINTAIN THE SCHEDULE. 4. VERIFY THAT PRODUCT DELIVERIES ARE ADEQUATE TO MAINTAIN SCHEDULE. 5. REPORT NON-COMPLIANCE TO OWNER, WITH RECOMMENDATION TO REMEDY. 6. MAINTAIN COST ACCOUNTING RECORDS FOR AUTHORIZED WORK PERFORMED, ACTUAL COSTS FOR LABOR AND MATERIALS, AND OTHER WORK REQUIRING ACCOUNTING RECORDS. 7. REVIEW SUBCONTRACTOR'S REQUESTS FOR CHANGES AND FOR SUBSTITUTIONS; SUBMIT RECOMMENDATIONS TO OWNER AND PROCESS CHANGE ORDERS. 8. PERMITS AND FEES: VERIFY THAT SUBCONTRACTORS HAVE OBTAINED ALL PERMITS REQUIRED FOR INSPECTIONS AND TEMPORARY FACILITIES. 9. INTERPRETATIONS OF CONTRACT DOCUMENTS: CONSULT WITH ARCHITECT TO OBTAIN INTERPRETATIONS. ASSIST IN RESOLUTION OF QUESTIONS WHICH ARISE. TRANSMIT WRITTEN INTERPRETATIONS TO CONCERNED PARTIES. 10. BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES AND LEVELS. AS THE WORK PROCEEDS, VERIFY ALL LINES, LEVELS, AND DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT PROCEED UNTIL ALL ERRORS AND INCONSISTENCIES ARE CORRECTED. 11. ESTABLISH CONTROL POINTS, LINES AND BENCHMARKS ADEQUATE FOR THE USE OF ALL TRADES FOR REFERENCE SO THAT ALL PARTS OF THE WORK WILL BE ALIGNED AS SPECIFIED OR WITHIN THE TOLERANCES STANDARD WITH THE INDUSTRY, WHEN NOT SPECIFIED. 12. REMOVE, RE-ESTABLISH AND RELOCATE CONTROL POINTS, LINES AND BENCHMARKS AS NECESSITATED BY CONSTRUCTION PROGRESS. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS 1. PROVIDE ALL CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS REQUIRED FOR THE PERFORMANCE OF THE WORK. 2. COSTS OF INSTALLATION, OPERATION, MAINTENANCE AND REMOVAL OF ALL TEMPORARY FACILITIES SHALL BE BORNE BY THE CONTRACTOR, UNLESS NOTED OTHERWISE. 3. PROVIDE TEMPORARY ELECTRIC POWER THROUGHOUT THE CONSTRUCTION PERIOD, SO THAT POWER CAN BE SECURED AT ANY DESIRED POINT WITHIN THE BUILDING WITH NOT MORE THAN A 100 FT. EXTENSION CORD. 4. PROVIDE LIGHTING FOR SAFE AND ADEQUATE WORKING CONDITIONS, SUFFICIENT FOR EACH TRADE TO PERFORM THEIR WORK TO STANDARD OF QUALITY SPECIFIED, NOTWITHSTANDING MORE STRINGENT LEGAL REQUIREMENTS. 5. PROVIDE TEMPORARY TELEPHONE SERVICE FOR CONSTRUCTION NEEDS THROUGHOUT THE CONSTRUCTIONPERIOD. 6. PROVIDE A VALID EMAIL FOR COMMUNICATION NEEDS THROUGHOUT THE CONSTRUCTION PERIOD. 7. PROVIDE AND MAINTAIN TEMPORARY WATER SERVICES FOR DRINKING AND CONSTRUCTION PURPOSES FOR ALL PARTS OF THE WORK. 8. PROVIDE WEATHER TIGHT ENCLOSURES, AND VENTILATING AS REQUIRED DURING CONSTRUCTION TO PROTECT INSTALLED WORK FROM DAMAGE, AND AS NECESSARY TO ENSURE SUITABLE WORKING CONDITIONS FOR THE CONSTRUCTION OPERATIONS OF ALL TRADES. 9. MAINTAIN BUILDING TEMPERATURE AS SPECIFIED IN VARIOUS SECTIONS OF THESE SPECIFICATIONS, OR WHEN NOT SPECIFIED, AS RECOMMENDED BY THE MANUFACTURERS OF THE MATERIALS BEING INSTALLED. 10. PROVIDE BARRIER TO PREVENT DUST FROM ESCAPING INTO THE ADJACENT SPACES. MAINTAIN TEMPORARY PROTECTION AS LONG AS NEEDED. MEET ALL MALL AND LOCAL REQUIREMENTS. 11. PROVIDE AND MAINTAIN ALL MISCELLANEOUS TEMPORARY CONSTRUCTION AIDS REQUIRED FOR PROPER EXECUTION OF THE WORK, SUCH AS, BUT NOT LIMITED TO, LADDERS, SCAFFOLDS AND HOISTS AND BARRICADES. 12. THE OWNER MAY PROVIDE SUCH WATCHMAN SERVICE AS HE DEEMS NECESSARY TO PROTECT HIS INTEREST DURING THE PROGRESS OF THE WORK. ANY PROTECTION PROVIDED BY THE OWNER WILL NOT IN ANY WAY RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR THE SECURITY OF THE WORK AND THE ACCEPTANCE THEREOF. 13. THE CONTRACTOR SHALL EMPLOY SUCH WATCHMAN SERVICE AS HE MAY DEEM NECESSARY TO PROPERLY PROTECT AND SAFEGUARD THE WORK. THE OWNER SHALL NOT IN ANY WAY BE LIABLE OR RESPONSIBLE FOR THE DAMAGE OR LOSS TO THE WORK DUE TO TRESPASS OR THEFT. 14. PROVIDE PROTECTION FOR MATERIALS, TOOLS AND EQUIPMENT EMPLOYED ON THE PROJECT INCLUDING THE WORKMEN TOOLS. THE OWNER SHALL NOT BE HELD TO HAVE INCURRED ANY LIABILITY FOR LOSS OF, AND DAMAGE TO, MATERIALS, TOOLS AND EQUIPMENT OF THE CONTRACTOR, OR OF THOSE EMPLOYED BY HIM, BY CONTRACT OR OTHERWISE. 15. PROVIDE AND MAINTAIN IN GOOD CONDITION ALL PROTECTIVE MEASURES AS MAY BE REQUIRED TO ADEQUATELY PROTECT THE PUBLIC FROM HAZARDS RESULTING FROM THE WORK AND TO EXCLUDE UNAUTHORIZED PERSONS FROM THE WORK. WHEN REGULATED BY BUILDING CODE AND OTHER PUBLIC AUTHORITIES HAVING JURISDICTION, SUCH LEGAL REQUIREMENTS FOR PROTECTION SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS; BE RESPONSIBLE FOR THE PROTECTION IN EXCESS OF SUCH REQUIREMENTS AS REQUIRED. 16. COMPLY WITH ALL POLLUTION CONTROL REGULATIONS IN EFFECT AT SITE FOR ALL MATERIALS, EQUIPMENT AND WORK PROCEDURES USED ON THE PROJECT. 17. COMPLY WITH REQUIREMENTS OF THE MALL AND REGULATORY AGENCIES HAVING JURISDICTION. OBTAIN AND PAY FOR PERMITS REQUIRED BY GOVERNING AUTHORITIES. SECTION 01600 - PRODUCT REQUIREMENTS 1. TRANSPORT, DELIVER, HANDLE, AND STORE MATERIALS AND EQUIPMENT TO PREVENT THE INTRUSIONS OF FOREIGN MATTER, MOISTURE, AND TO PREVENT DAMAGE. 2. PROVIDE PACKAGED MATERIAL IN MANUFACTURER'S ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT UNTIL INCORPORATING INTO THE WORK. WRAPPED OR BUNDLED MATERIALS SHALL CLEARLY BEAR THE MANUFACTURER'S NAME AND TRADE MARK. 3. REMOVE DAMAGED OR OTHERWISE UNSUITABLE MATERIAL AND EQUIPMENT PROMPTLY FROM THE SITE. DO NOT INSTALL DAMAGED MATERIALS. 4. INSPECT PRODUCTS UPON DELIVERY TO ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS, AND TO ENSURE THAT PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED. 5. SCHEDULE DELIVERY TO MINIMIZE LONG-TERM STORAGE AT THE SITE AND TO PREVENT OVERCROWDING OF CONSTRUCTION SPACES. 6. PROTECT ALL FINISHED SURFACES, INCLUDING FLOORS, JAMBS AND SOFFITS OF ALL OPENINGS USED AS PASSAGEWAYS OR THROUGH WHICH MATERIALS AND EQUIPMENT MUST TRAVEL. 7. KEEP FINISHED SURFACES CLEAN AND UNMARRED UNTIL THE DATE OF ACCEPTANCE. 8. PRODUCTS SHALL BE NEW, OF THE TYPE SPECIFIED, AND FURNISHED IN AMPLE QUANTITIES TO FACILITATE PROPER AND TIMELY EXECUTION OF THE WORK. 9. FOR PRODUCTS SPECIFIED BY NAMING ONE OR MORE PRODUCTS, BUT INDICATING THE OPTION OF SELECTING EQUIVALENT PRODUCTS BY STATING "OR EQUAL" OR "OR APPROVED EQUAL", BEFORE OR AFTER SPECIFIED PRODUCT, CONTRACTOR MUST SUBMIT A REQUEST, AS REQUIRED FOR SUBSTITUTION, FOR ANY PRODUCT NOT SPECIFICALLY NAMED. 10. THE OWNER WILL CONSIDER WRITTEN REQUESTS FROM CONTRACTOR FOR SUBSTITUTIONS FOR PRODUCTS OTHER THAN THOSE SPECIFIED. IN MAKING REQUEST FOR SUBSTITUTION, CONTRACTOR REPRESENTS: 10.1. THEY HAVE PERSONALLY INVESTIGATED PROPOSED PRODUCT OR METHOD, AND DETERMINED THAT IT IS EQUAL OR SUPERIOR IN ALL RESPECTS TO THAT SPECIFIED. 10.2. THEY WILL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION OF PRODUCT OR METHOD SPECIFIED. 10.3. THEY WILL COORDINATE INSTALLATION OF ACCEPTED SUBSTITUTION INTO WORK, MAKING SUCH CHANGES AS MAY BE REQUIRED FOR WORK TO BE COMPLETE IN ALL RESPECTS. 10.4. THEY WAIVE ALL CLAIMS FOR ADDITIONAL COSTS RELATED TO SUBSTITUTION WHICH CONSEQUENTLY BECOMES APPARENT. 11. SUBSTITUTIONS WILL NOT BE CONSIDERED IF THEY ARE INDICATED OR IMPLIED ON SHOP DRAWINGS OR PROJECT DATA SUBMITTALS WITHOUT FORMAL WRITTEN REQUEST, OR IF ACCEPTANCE WILL REQUIRE SUBSTANTIAL REVISION OF CONTRACT DOCUMENTS. SECTION 01700 - CLEANING 1. KEEP PREMISES AND PUBLIC PROPERTIES FREE FROM ACCUMULATIONS OF WASTE, DEBRIS, AND RUBBISH, CAUSED BY CONSTRUCTION OPERATIONS. 2. STANDARDS: MAINTAIN PROJECT IN ACCORD WITH STATE AND LOCAL SAFETY AND INSURANCE STANDARDS. 3. STORE VOLATILE WASTES IN COVERED METAL CONTAINERS, AND REMOVE FROM PREMISES DAILY. 4. PREVENT ACCUMULATION OF WASTES WHICH CREATE HAZARDOUS CONDITIONS. 5. PROVIDE ADEQUATE VENTILATION DURING USE OF VOLATILE OR NOXIOUS SUBSTANCES. 6. DO NOT DISPOSE OF VOLATILE WASTES SUCH AS MINERAL SPIRITS, OIL, OR PAINT THINNER IN STORM OR SANITARY DRAINS. STORE IN CONTAINERS WITH TIGHT-FITTING LIDS AND REMOVE TO LEGAL DUMP SITE. 7. AT LEAST ONCE A WEEK, OR MORE OFTEN IF REQUIRED, CLEAN SITE AND PUBLIC PROPERTIES, AND DISPOSE OF WASTE MATERIALS, DEBRIS AND RUBBISH OFF THE SITE IN A LEGAL MANNER. REMOVE COMBUSTIBLE MATERIALS SUCH AS PAPER AND CARDBOARD DAILY. 8. PROVIDE ON-SITE CONTAINERS, LOCATED WHERE DIRECTED BY THE MALL OR LANDLORD, FOR COLLECTION OF WASTE MATERIALS, DEBRIS AND RUBBISH. 9. VACUUM CLEAN INTERIOR AREAS WHEN READY TO BE PAINTED. 10. SCHEDULE CLEANING OPERATIONS SO THAT DUST AND OTHER CONTAMINANTS RESULTING FROM CLEANING PROCESS WILL NOT FALL ON WET, NEWLY PAINTED SURFACES. 11. AT COMPLETION OF WORK REMOVE WASTE MATERIALS, RUBBISH, TOOLS, EQUIPMENT AND SURPLUS MATERIALS. 12. EMPLOY EXPERIENCED WORKMEN, OR PROFESSIONAL CLEANERS, FOR FINAL CLEANING IN PREPARATION FOR OCCUPANCY. CLEAN ALL EXPOSED SURFACES; LEAVE AREA CLEAN AND READY FOR OCCUPANCY. 13. REMOVE GREASE, DUST, DIRT, STAINS, LABELS, FINGERPRINTS AND OTHER FOREIGN MATERIALS FROM SIGHT-EXPOSED FINISHED SURFACES; POLISH BRIGHT SURFACES TO SHINE FINISH. 14. REPAIR, PATCH AND TOUCH-UP MARRED SURFACES TO SPECIFIED FINISH TO MATCH ADJACENT SURFACES. 15. KEEP PROJECT CLEAN UNTIL IT IS OCCUPIED BY OWNER. 16. G.C. SHALL CLEAN AND WAX VINYL COMPOSITION TILE FINISH BEFORE PUNCH. SECTION 01800 - PROJECT CLOSEOUT 1. CONTRACTOR SHALL SUBMIT WRITTEN CERTIFICATION THAT THE WORK HAS BEEN COMPLETED IN ACCORD WITH CONTRACT DOCUMENTS AND THAT ALL EQUIPMENT AND SYSTEMS HAVE BEEN TESTED IN OWNER'S PRESENCE AND ARE OPERATIONAL. 2. SUBMIT RECORD DOCUMENTS AS SPECIFIED IN SECTION 01300. 3. SUBMIT WARRANTIES STARTING ON DATES OF SUBSTANTIAL COMPLETION. 4. DELIVER CERTIFICATES OF INSPECTION FOR MECHANICAL AND ELECTRICAL WORK, CERTIFICATE OF OCCUPANCY, AND OTHER EVIDENCE OF COMPLIANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES. 5. DELIVER CERTIFICATE OF INSURANCE FOR PRODUCTS AND COMPLETED OPERATIONS. 6. BIND OPERATION AND MAINTENANCE MANUALS IN DURABLE PLASTIC BINDERS. 6.1. PROVIDE COMPLETE INSTRUCTIONS REGARDING OPERATION AND MAINTENANCE OF ALL EQUIPMENT INVOLVED, INCLUDING BUT NOT LIMITED TO, START-UP AND SHUT-DOWN PROCEDURES, AND SAFETY PRECAUTIONS. 6.2. PROVIDE COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS, THEIR PART NUMBERS, CURRENT COST, AND NAME AND ADDRESS OF NEAREST VENDOR OF PARTS. 6.3. PROVIDE COPY OF GUARANTEES AND WARRANTIES ISSUED BY THE EQUIPMENT MANUFACTURERS. 6.4. PROVIDE COPY OF THE APPROVED SHOP DRAWINGS, AS APPLICABLE TO THE CONTENT OF THE MANUAL, WITH ALL DATA CONCERNING CHANGES MADE DURING CONSTRUCTION. 6.5. UNLESS OTHERWISE SPECIFIED, PROVIDE ONE COPY OF EACH MANUAL. 7. SUBMIT CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS, AND CLAIMS AND RELEASE OF LIENS FROM ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. SUBMITTALS SHALL BE DULY EXECUTED BEFORE DELIVERY TO OWNER. 8. SUBMIT FINAL STATEMENT OF ACCOUNTING TO OWNER SECTION 01900 - WARRANTIES AND BONDS 1. ASSEMBLE WARRANTIES, BONDS, AND SERVICE AND MAINTENANCE CONTRACTS EXECUTED BY EACH OF THE RESPECTIVE MANUFACTURERS, SUPPLIERS, AND SUBCONTRACTORS. 2. SUBMIT 2 ORIGINAL SIGNED COPIES OF REQUIRED DOCUMENTS. 3. PROVIDE THE FOLLOWING COMPLETE INFORMATION FOR EACH ITEM: 3.1. PRODUCT OR ASSEMBLY. 3.2. FIRM, WITH NAME OF PRINCIPAL, ADDRESS AND TELEPHONE NUMBER. 3.3. SCOPE OF WARRANTY. 3.4. DATE OF BEGINNING OF WARRANTY, BOND OR SERVICE AND MAINTENANCE CONTRACT. 3.5. DURATION OF WARRANTY, BOND OR SERVICE MAINTENANCE CONTRACT. 3.6. PROVIDE INFORMATION FOR PROPER PROCEDURE IN CASE OF FAILURE AND IN INSTANCES WHICH MAY AFFECT THE VALIDITY OF WARRANTY OR BOND. 3.7. CONTRACTOR'S NAME OF RESPONSIBLE PRINCIPAL, AND ADDRESS AND TELEPHONE NUMBER. 4. PREPARE IN DUPLICATE PACKETS IN 3-RING BINDERS OF COMMERCIAL QUALITY, WITH DURABLE AND CLEANABLE PLASTIC COVERS. 5. REVIEW SUBMITTALS TO VERIFY COMPLIANCE WITH CONTRACT DOCUMENTS. SUBMIT TO OWNER WITH CLOSEOUT SUBMITTALS AS SPECIFIED IN SECTION 01800. SECTION 02050- DEMOLITION 1. DO NOT BEGIN DEMOLITION WORK UNTIL TEMPORARY PARTITIONS, BARRICADES, WARNING SIGNS AND OTHER FORMS OF PROTECTION ARE INSTALLED. 2. NOISE CONTROL: EXERCISE CAUTION AND CARE TO PREVENT GENERATION OF UNNECESSARY NOISE. KEEP NOISE LEVELS TO THE MINIMUM POSSIBLE. INFORM LANDLORD, WHERE APPLICABLE, IN ADVANCE OF THE START OF ANY EXCESSIVELY NOISY DEMOLITION WORK SO SUCH WORK MIGHT BE SCHEDULED FOR DURING CLOSED HOURS. 3. DUST CONTROL: CONTROL DUST WITHIN WORK AREAS BY METHODS ACCEPTABLE TO THE LANDLORD. DO NOT ALLOW DUST TO ESCAPE INTO ADJACENT SPACES IN THE BUILDING OR MALL; ASSUME LIABILITY FOR ALL CLAIMS RELATED TO FLYING DUST. 4. WATER CONTROL: CONTROL THE USE OF WATER TO PREVENT DAMAGE TO THE EXISTING FACILITIES AND SITE IMPROVEMENTS TO REMAIN. PROVIDE WET VACUUM EQUIPMENT WHERE WATER IS USED IN, OR ADJACENT TO, EXISTING BUILDINGS. 5. PROTECTIVE MEASURES: PROVIDE ALL SAFEGUARDS, INCLUDING WARNING SIGNS AND LIGHTS, BARRICADES, AND THE LIKE, FOR PROTECTION OF THE PUBLIC, CONTRACTOR'S EMPLOYEES AND ADJACENT PROPERTY DURING DEMOLITION. 6. OBSERVE APPLICABLE HEALTH AND SAFETY REGULATIONS WHEN REMOVING SUBSTANCES CONTAINING ASBESTOS SUCH AS FIREPROOFING, ETC., AND FOR REMOVAL AND DISPOSAL OF OTHER TOXIC SUBSTANCES. 7. SAFETY: IF AT ANY TIME THE SAFETY OF EXISTING CONSTRUCTION APPEARS TO BE ENDANGERED, TAKE IMMEDIATE MEASURES TO SUPPORT SUCH ENDANGERED CONSTRUCTION; CEASE OPERATIONS AND IMMEDIATELY NOTIFY THE ARCHITECT. DO NOT RESUME DEMOLITION UNTIL ARCHITECT'S I NSTRUCTIONS ARE RECEIVED. 8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL TEMPORARY SHORING AND BRACING SYSTEMS USED DURING THE PERFORMANCE OF THIS WORK. 9. WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. PROMPTLY REPAIR DAMAGES CAUSED BY DEMOLITION OPERATIONS TO MATERIALS TO REMAIN. 10. PATCH MATERIALS TO REMAIN WHEN DAMAGED BY THIS WORK. FINISH MATERIALS AND APPEARANCE OF THE PATCH OR REPAIR WORK SHALL MATCH THE EXISTING CONTIGUOUS MATERIALS AND FINISHES IN ALL RESPECTS. 11. DEBRIS, WASTE AND REMOVED MATERIALS, OTHER THAN ITEMS TO BE SALVAGED, ARE CONTRACTOR'S PROPERTY FOR LEGAL DISPOSAL OFF THE SITE. SECTION 03550 - CEMENTITIOUS FLOOR FILL 1. PROVIDE A SELF-LEVELING CEMENTITIOUS FLOOR FILL AT SLABS TO RECEIVE HARD SURFACE FLOORING AND AT PERIMETER FIXTURES THAT EXCEED 1/8 INCH PER 10 FEET OUT OF LEVEL, NON-CUMULATIVE. PROVIDE FLOOR FILL AT ALL OTHER LOCATIONS WHERE EXISTING SLAB IS DEFICIENT OR WHERE NECESSARY TO CORRECT PROBLEMS ASSOCIATED WITH FLOOR LEVELING. 2. NSTALLATION OF THE CEMENT-BASED, SELF-LEVELING UNDERLAYMENT MUST BE BY AN APPLICATOR USING MIXING EQUIPMENT AND TOOLS APPROVED BY THE MANUFACTURER. 3. THE FLOOR FILL SYSTEM SHALL CONSIST OF THE USE OF A PRIMER AND A MIX OF CEMENTS AND BINDERS WHICH, WHEN MIXED WITH WATER, BECOMES A LIQUID CEMENT COMPOUND THAT TENDS TO SEEK ITS OWN LEVEL, BUT IS PLASTIC ENOUGH TO BE FLOATED TO PRODUCE A SMOOTH FLOOR TRANSITION. FLOOR FILL SHALL BE CAPABLE OF RETAINING A TRANSITION SLOPE OF 1/4 INCH IN 10 FEET WITHOUT CREEP. 4. MATERIALS: PRODUCTS AND PROCEDURES BY CUSTOM BUILDINGS PRODUCTS (213) 582-0846 ARE SPECIFIED BELOW. EQUIVALENT PRODUCTS BY ARDEX ARE ACCEPTABLE. 4.1. PRIMER: LEVEL-QUICK CONCENTRATED LATEX PRIMER BY CUSTOM BUILDING PRODUCTS. 4.2. FLOOR FILL MATERIAL: LEVEL-QUICK SELF-LEVELING UNDERLAYMENT BY CUSTOM BUILDING PRODUCTS. 4.3. AGGREGATE: WELL-GRADED, WASHED PEA GRAVEL (1/8" TO 1/4" OR LARGER) FOR USE WHEN UNDERLAYMENT IS INSTALLED OVER 1/2" THICK. 4.4. WATER SHALL BE CLEAN, POTABLE AND SUFFICIENTLY COOL (NOT WARMER THAN 70 DEGREES). 5. IN ADDITION TO THE GENERAL PROCEDURES DESCRIBED HEREIN, REFER TO THE MANUFACTURER'S CURRENT PUBLISHED PRODUCT LITERATURE FOR COMPLETE INSTALLATION DETAILS FOR THE FLOOR FILL SYSTEM BEING INSTALLED. 6. ALL CONCRETE SUBFLOORS MUST BE OF ADEQUATE STRENGTH, CLEAN, AND FREE OF ALL OIL, GREASE, DIRT, CURING COMPOUNDS, AND ANY SUBSTANCE WHICH MIGHT ACT AS A BONDBREAKER. MECHANICALLY CLEAN IF NECESSARY USING SHOT-BLASTING OR OTHER ACCEPTABLE MEANS. ACID ETCHING IS NOT ACCEPTABLE. 7. ALL CRACKS IN THE SUBFLOOR SHALL BE REPAIRED TO MINIMIZE TELEGRAPHING THROUGH THE UNDERLAYMENT. 8. SUBFLOORS SHALL BE INSPECTED AND CORRECTED FOR MOISTURE OR ANY OTHER CONDITIONS WHICH COULD AFFECT THE PERFORMANCE OF THE UNDERLAYMENT OR FINISH FLOOR COVERING. 9. THE SPECIFIED PRODUCT IS A CEMENTITIOUS MATERIAL. OBSERVE THE BASIC RULES OF CONCRETE WORK. DO NOT INSTALL BELOW 50EF SURFACE TEMPERATURE. INSTALL QUICKLY IF FLOOR IS WARM AND FOLLOW HOT WEATHE PRECAUTIONS AVAILABLE FROM THE MANUFACTURER. DO NOT MIX WITH CEMENT OR ADDITIVES OTHER THAN MANUFACTURER APPROVED PRODUCTS. 10. APPLY CEMENTITIOUS FLOOR FILL MATERIAL AND HAND FLOAT AS REQUIRED BY EXISTING FLOOR CONDITIONS SO THAT MATERIAL FEATHERS OUT TO ZERO AT HIGH SPOTS AND EDGES, AND THE REMAINING FILL AREA CONFORMS TO SPECIFIED TOLERANCES. 11. TOLERANCES: UNLESS SPECIFIED OTHERWISE, COMPLETED SURFACE SHALL SLOPE A MAXIMUM OF 1/8 INCH IN 10 FEET. FILL-IN WITH COMPATIBLE MATERIAL OR GRIND DOWN BUMPS TO ACHIEVE REQUIRED TOLERANCES AND SMOOTH FINISH SUITABLE FOR HARD-SURFACE FLOORING APPLICATIONS. SECTION 05400 - LIGHT METAL FRAMING 1. PROVIDE METAL STUDS FOR SUPPORT OF GYPSUM BOARD AND ALL OTHER ASSEMBLIES HEREIN SPECIFIED. 2. PROVIDE BACKING PLATES NOT PROVIDED BY OTHER TRADES FOR SUPPORT OF ITEMS ATTACHED TO LIGHT GAGE METAL FRAMING. 3. PROVIDE SUPPLEMENTARY PARTS AND COMPONENTS, SUCH AS INSERTS, CLIPS, BRACING, FASTENERS, ANCHORS AND OTHER MISCELLANEOUS SUPPORTS AND ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 4. FIRE RESISTANCE: WHEREVER A FIRE RESISTANCE CLASSIFICATION IS INDICATED (L-HOUR, 2-HOUR OR SIMILAR DESIGNATION), PROVIDE MATERIALS, ACCESSORIES, AND APPLICATION PROCEDURES WHICH HAVE BEEN LISTEDBY UL, AND ARE APPROVED BY THE BUILDING DEPARTMENT. 5. STUDS SUPPORTING GYPSUM BOARD AND SHEATHING SHALL BE A MINIMUM OF 20 GAGE AND HAVE A MINIMUM FLANGE WIDTH OF 1-3/8 INCH. 6. STUDS SUPPORTING PLASTER SHALL BE A MINIMUM OF 18 GAGE AND HAVE A MINIMUM FLANGE WIDTH OF 1-3/8INCH. 7. STUDS WITH PARTICULARLY LONG SPANS MAY BE NOTED ON THE DRAWINGS TO BE OF HEAVIER GAGES, COMPLY ACCORDINGLY. 8. WHERE TOP RUNNER IS ATTACHED TO OVERHEAD FLOOR, DECK OR STRUCTURAL ELEMENT, PROVIDE FLEX TRACK BY SUPERIOR METAL TRIM PRODUCTS, OR A DOUBLE RUNNER WITH THE LOWER CHANNEL ATTACHED TO THE UPPER ONE WITH SCREWS IN SLOTTED HOLES MAY BE USED. 9. FURRING CHANNELS: 25 GAGE MINIMUM, GALVANIZED, HAT-SHAPED. 10. RUNNER CHANNELS AND BRIDGING: 16 GAGE CHANNELS FABRICATED OF COLD-ROLLED STEEL, WITH FLANGES NOT LESS THAN 7/16" WIDE. 11. DO NOT ATTACH METAL FRAMING NOR SUSPENSION WIRES TO DUCTS, CONDUITS OR PIPES. 12. CUT FRAMING COMPONENTS SQUARELY FOR A TIGHT FIT AGAINST ABUTTING MEMBERS. ERECT FRAMING PLUMB AND LEVEL TO PROVIDE SOLID BACKING FOR FINISH MATERIALS. INSTALL ALL STEEL STUDS IN A WALL/PARTITION SO THAT THEIR FLANGES POINT IN THE SAME DIRECTION. 13. DO NOT EXCEED A 1/8 INCH IN 10 FEET TOLERANCE FROM TRUE LINES AND LEVELS, NOR 1/8 INCH FROM TRUE POSITION. PERFORM REMEDIAL WORK ON FRAMING AS NECESSARY TO ACHIEVE SPECIFIED TOLERANCES. 14. LAY-OUT ALL PARTITIONS, SOFFITS AND CEILING BREAKS, AND PERMANENTLY MARK ON SLABS AND SOFFITS. LAY-OUT SHALL BE WITHIN 1/8 INCH OF THEIR INDICATED LOCATIONS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCIES; DO NOT START WORK UNTIL DISCREPANCIES ARE RESOLVED. 15. ALIGN AND SECURELY ANCHOR CEILING AND FLOOR TRACKS TO BUILDING CONSTRUCTION. DO NOT DRIVE FASTENERS CLOSER THAN 2 INCH TO SLAB OR CURB EDGE. 16. PROVIDE DOUBLE STUDS, CLOSER SPACING, AND ADDITIONAL REINFORCEMENT AS DETAILED OR REQUIRED AT DOOR FRAMES, RECESSES FOR EQUIPMENT, ETC. ASSEMBLE CORNERS USING A MINIMUM OF 3 STUDS. 17. INSTALL STUDS IN SINGLE LENGTH, WITHOUT JOINTS, EXTENDING FROM FLOOR TO UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE, EXCEPT WHERE NOTED ON THE DRAWINGS TO STOP AT SUSPENDED CEILINGS. SPLICING STUDS IS NOT PERMITTED. 18. PROVIDE ADDITIONAL FRAMING, AS REQUIRED, FOR ATTACHMENT OF ELECTRICAL BOXES, FIRE EXTINGUISHER CABINETS AND SIMILAR ITEMS LOCATED IN STUD WALLS. 19. BACKING PLATES NOT PROVIDED WITH FIXTURES AND EQUIPMENT SHALL BE AT LEAST 16 GAGE X 4 INCHES WIDE AND LONG ENOUGH TO SPAN ACROSS 3 STUDS. 1. PROVIDE STEEL SHAPES AND CONNECTIONS AS REQUIRED OR INDICATED ON THE DRAWINGS. 2. PROVIDE MISCELLANEOUS TUBES, CHANNELS, ANGLES, PLATES, BARS, RODS, METAL DECKING AND OTHER SHAPES, NOT SPECIFIED IN OTHER SECTIONS BUT REQUIRED TO COMPLETE THE WORK. 3. REFERENCE STANDARDS: THE APPLICABLE PROVISIONS OF THE FOLLOWING GOVERN THE WORK OF THIS SECTION: AISC, DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. AISI, SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. AWS D1.1, STRUCTURAL WELDING CODE. 4. STEEL PLATES, BARS AND SHEETS: ASTM A36, ASTM A283, GRADE C, ASTM A306, GRADE 65, ASTM A446 OR A526 WITH ZINC COATING CONFORMING TO ASTM A525, DESIGNATION G90, OR ASTM A575. 5. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE A. FY = 35 KSI. 6. STEEL TUBING: ASTM A500, GRADE B. FY = 46.0 KSI. 7. CONCRETE AND MASONRY ANCHORS: SELF-DRILLING OR NON-DRILLING EXPANSION TYPES BY PHILLIPS DRILL CO., INC., RAWLPLUG CO., INC., STAR EXPANSION INDUSTRIES, INC., HILTI OR EQUAL. 8. WELDING ELECTRODES: TYPES RECOMMENDED BY AWS FOR THE METALS TO BE WELDED. 9. PAINT TOUCH-UP FOR GALVANIZED SURFACES: ZINC-RICH PRIMER BY ZRC, TNEMEC OR EQUAL. 10. CUT, REINFORCE, DRILL, PUNCH, THREAD AND TAP MISCELLANEOUS METAL WORK AS REQUIRED TO RECEIVE FINISH HARDWARE AND SIMILAR ITEMS OF WORK. 11. FORM BENT METAL CORNERS TO THE SMALLEST RADIUS POSSIBLE WITHOUT CAUSING GRAIN SEPARATION OR OTHERWISE IMPAIRING THE STRENGTH OF THE MATERIAL. 12. FABRICATE ITEMS IN THE LARGEST SECTIONS PRACTICAL TO MINIMIZE FIELD JOINTING. 13. APPLY A HEAVY COAT OF BITUMINOUS PAINT TO METAL SURFACES IN CONTACT WITH CONCRETE OR MASONRY. 14. WELD SHOP AND FIELD CONNECTIONS CONTINUOUSLY IN ACCORDANCE WITH AWS D1.1, UNLESS BOLTED CONNECTIONS ARE SPECIFICALLY SHOWN. 15. PROVIDE ANCHORAGE DEVICES AND FASTENERS REQUIRED FOR ATTACHING MISCELLANEOUS METAL WORK TO IN-PLACE CONSTRUCTION, INCLUDING THREADED FASTENERS FOR CONCRETE AND MASONRY INSERTS, TOGGLE BOLTS, THROUGH-BOLTS, LAG BOLTS, WOOD SCREWS AND OTHER CONNECTORS REQUIRED. 16. SET ITEMS ACCURATELY IN THEIR PROPER LOCATION, ALIGNMENT AND ELEVATION, PLUMB, LEVEL, TRUE AND FREE OF RACK AS MEASURED FROM ESTABLISHED LINES AND LEVELS. 17. FIT EXPOSED CONNECTIONS ACCURATELY TO FORM FLUSH, HAIRLINE JOINTS. WELD CONNECTIONS WHICH ARE NOT TO BE LEFT AS EXPOSED JOINTS, BUT CANNOT BE SHOP WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. GRIND EXPOSED JOINTS SMOOTH AND FLUSH WITH PARENT METAL SECTION 05400 - LIGHT METAL FRAMING # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:01 PMG901 OAK24-CO-052 SPECIFICATIONS METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 SECTION 06200 - FINISH CARPENTRY & MILLWORK 1. PROVIDE CABINETRY AND FINISH HARDWARE AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR A COMPLETE INSTALLATION. 2. COORDINATE THE WORK OF THIS SECTION WITH OWNER'S FIXTURE CONTRACTOR AND RELATED TRADES. 3. VERIFY APPLICABLE DIMENSIONS AT THE JOBSITE. 4. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 01300. SHOP DRAWINGS SHALL CLEARLY INDICATE ALL MATERIALS, DIMENSIONS, PROFILES AND OTHER PERTINENT DATA. 5. FABRICATE ALL WORK FROM MATERIALS OF THE SPECIES AND GRADES SPECIFIED HEREAFTER IN ACCORDANCE WITH THE WOODWORK INSTITUTE OF CALIFORNIA (W.I.C.) MANUAL OF MILLWORK, "PREMIUM GRADE" REQUIREMENTS (UNLESS HEREIN NOTED OTHERWISE). 6. SOLID WOOD: PLAIN SAWN YELLOW POPLAR, PREMIUM GRADE COMPLYING WITH WIC SECTION 4. 7. PLYWOOD: PAINT GRADE BIRCH COMPLYING WITH WIC SECTION 6, CUSTOM GRADE, HARDWOOD. 8. PLASTIC LAMINATE SURFACING MATERIAL: COLOR AND TEXTURE AS NOTED ON DRAWINGS. 9. WOOD SCREWS AND NAILS: SELECT THE MATERIAL, TYPE, SIZE AND FINISH REQUIRED FOR EACH USE. 10. ANCHORS: SELECT THE MATERIAL, TYPE, SIZE AND FINISH REQUIRED BY EACH SUBSTRATE FOR SECURE ANCHORAGE. PROVIDE NONFERROUS METAL OR HOT-DIP GALVANIZED ANCHORS AS REQUIRED FOR CORROSION RESISTANCE. 11. FABRICATE WOODWORK AND PLASTIC LAMINATE TO DIMENSIONS, PROFILES AND DETAILS SHOWN. ROUT OR GROOVE BACK OF FLAT WOOD TRIM MEMBERS, KERF BACKS OF OTHER WIDE FLAT WOOD MEMBERS EXCEPT PLYWOOD. 12. SHOP ASSEMBLE IN AS LARGE UNITS AS PRACTICABLE TO MINIMIZE FIELD CUTTING AND JOINTING. WHERE NECESSARY TO FIT AT SITE, PROVIDE AMPLE ALLOWANCE FOR CUTTING AND FITTING. 13. INSTALL THIS WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. 14. CUT TO FIT WHEN NOT SHOP-FABRICATED OR SHOP-CUT TO EXACT SIZE. WHEREWORK ABOUTS OTHER FINISHED WORK, SCRIBE AND CUT FOR ACCURATE FIT. BEFORE MAKING CUTOUTS, DRILL PILOT HOLES AT CORNERS. 15. ANCHORING: SECURE WORK TO ANCHORS OR BLOCKING BUILT-IN OR DIRECTLY ATTRIBUTABLE TO SUBSTRATES. 16. REPAIR DAMAGED OR DEFECTIVE WOOD WORK AS DIRECTED. ADJUST AND LUBRICATE HARDWARE FOR PROPER OPERATION. 17. CLEAN EXPOSED INTERIOR AND EXTERIOR SURFACES. CLEAN SHOP FINISHED WOODWORK, TOUCH UP FINISH AS REQUIRED, AND REMOVE AND REFINISH DAMAGED OR SOILED AREAS OF FINISH. SECTION 07840 - FIRESTOPPING 1. FIRESTOPPING OF ALL PENETRATIONS THROUGH FIRE BARRIERS, INCLUDING: 1.1. VOIDS AROUND PIPES, CONDUITS, CABLES AND WIRES NOT IN CONDUIT. 1.2. OTHER OPENINGS, AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 1.3. JOINTS BETWEEN SMOKE BARRIERS AND OTHER CONSTRUCTION. 2. PRODUCTS OF THE MANUFACTURERS LISTED BELOW WILL BE ACCEPTED: 2.1. GE SILICONES, WATERFORD, NY (800/255-8886) ISOLATEK INTERNATIONAL, LOCAL REPRESENTATIVE MISSION VIEJO, CA (714/837-4024) 3M/CONSTRUCTION MARKETS DEPARTMENT, ST. PAUL, MN NELSON FIRESTOP PRODUCTS, TULSA, OK (800/331-7325) THE RECTORSEAL CORP., HOUSTON, TX SEMCO DIVISION/PRODUCTS RESEARCH AND CHEMICAL CORPORATION (PRC) SPECIFIED TECHNOLOGIES INC., SOMERVILLE, NJ 3. FIRESTOPPING MATERIALS: PROVIDE PENETRATION SEAL ASSEMBLIES WHOSE FIRE-RESISTANCE RATINGS HAVE BEEN DETERMINED BY TESTING IN THE CONFIGURATIONS REQUIRED AND WHICH HAVE FIRE-RESISTANCE RATINGS AT LEAST AS HIGH AS THAT OF THE FIRE-RATED ASSEMBLY IN WHICH THEY ARE TO BE INSTALLED. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TYPES OF PENETRATIONS TO BE SEALED AND TO SELECT APPROPRIATE FIRESTOPPING ASSEMBLIES. 5. IF A TESTED ASSEMBLY IS NOT AVAILABLE FOR A PARTICULAR PENETRATION CONFIGURATION, MODIFY THE PENETRATION CONFIGURATION TO SUIT AVAILABLE ASSEMBLIES; DO NOT MODIFY ASSEMBLY CONFIGURATION EXCEPT AS SPECIFICALLY STATED IN THE TEST REPORT OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 6. PROVIDE PRODUCTS WHICH: 6.1. ALLOW NORMAL EXPANSION AND CONTRACTION MOVEMENT OF THE PENETRATING ITEM WITHOUT FAILURE OF THE PENETRATION SEAL. 6.2. EMIT NO HAZARDOUS, COMBUSTIBLE, OR IRRITATING BY-PRODUCTS DURING INSTALLATION OR CURING PERIOD. 6.3. DO NOT REQUIRE SPECIAL TOOLS FOR INSTALLATION. SECTION 07900 - SEALANTS 1. THIS SECTION CONTAINS REQUIREMENTS PERTAINING TO ALL SEALANTS USED ON THE PROJECT AND BECOMES A PART OF ALL SECTIONS CONTAINING REFERENCES TO THIS SECTION, OR WHEN SEALANTS ARE INDICATED ON THE DRAWINGS OR REQUIRED TO MAKE THE BUILDING WEATHERPROOF. 2. DO NOT INSTALL SEALANTS UNDER ADVERSE WEATHER CONDITIONS, OR WHEN TEMPERATURES ARE BEYOND MANUFACTURER'S RECOMMENDED LIMITS. 3. WARRANT SEALANTS AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR 5 YEARS AFTER SUBSTANTIAL COMPLETION. WARRANTY SHALL FURTHER STATE THAT INSTALLED SEALANTS ARE WARRANTED AGAINST THE FOLLOWING: 3.1. WATER LEAKAGE THRU SEALED JOINTS. 3.2. ADHESIVE OR COHESIVE FAILURE OF SEALANT. 3.3. STAINING OF ADJACENT SURFACES CAUSED BY MIGRATION OF SEALANTS OR PRIMER. 3.4. CHALKING OR VISIBLE COLOR CHANGE OF THE CURED SEALANTS. 4. COLORS: CUSTOM COLORS SELECTED BY THE ARCHITECT TO MATCH FINISH MATERIALS. 5. COMPATIBILITY: VERIFY THAT SELECTED SEALERS WILL NOT CAUSE STAINING, DEGRADATION AND PREMATURE AGING OF THE ADJACENT SURFACES AND THE SEALANT ITSELF WHEN IN CONTACT WITH THESE SURFACES. 6. FOR ALL EXTERIOR APPLICATIONS: 6.1. GENERAL ELECTRIC CORP.: GESIL OR SILPRUF. 6.2. DOW CORNING CORP.: 790 OR 795. 6.3. BOSTICK CONSTRUCTION PRODUCTS DIV.: CHEM-CALK 1000 OR 2000. 6.4. TREMCO CORP.: SPECTRUM 1 OR 2. 6.5. RHONE-POULENC: RHODORSIL 5C. 7. FOR INTERIOR LOCATIONS, OTHER THAN FLOORS, SUCH AS CERAMIC WALL TILE, PLUMBING FIXTURES AND OTHERS WHERE A MILDEW-RESISTANT SEALANT IS REQUIRED: 7.1. GENERAL ELECTRIC CORP.: 1700. 7.2. DOW CORNING CORP.; 786. 7.3. RHONE-POULENC: RHODORSIL 6B. 8. SEALANT BACKER ROD: COMPRESSIBLE ROD STOCK FORMED OF CLOSED-CELL POLYETHYLENE FOAM, POLYETHYLENE JACKETED POLYURETHANE FOAM, BUTYL RUBBER FOAM, NEOPRENE FOAM OR OTHER FLEXIBLE, PERMANENT, DURABLE NON-ABSORPTIVE MATERIAL RECOMMENDED BY THE SEALANT MANUFACTURER. 8.1. PROVIDE SIZE AND SHAPE OF ROD WHICH WILL CONTROL THE JOINT DEPTH FOR SEALANT PLACEMENT, BREAK BOND OF SEALANT AT BOTTOM OF JOINT, FORM OPTIMUM SHAPE OF SEALANT BEAD ON BACK, AND PROVIDE A HIGHLY COMPRESSIBLE BACKER TO MINIMIZE THE POSSIBILITY OF SEALANT EXTRUSION WHEN JOINT IS COMPRESSED. 9. CLEAN AND PREPARE JOINTS JUST BEFORE INSTALLING SEALANT, IN ACCORDANCE WITH THE SEALANT MANUFACTURER'S PRINTED INSTRUCTIONS USING MATERIALS RECOMMENDED BY THE SEALANT MANUFACTURER. REMOVE DIRT, LOOSE COATINGS, MOISTURE AND OTHER SUBSTANCES THAT WOULD INTERFERE WITH SEALANT BOND. 10. INSTALL BACKER ROD FOR ALL SEALANTS WITH BLUNT OR ROUNDED TOOLS TO AVOID PUNCTURING THE MATERIAL. DO NOT TWIST, STRETCH OR BRAID THE BACKER ROD. 11. EMPLOY ONLY PROVEN INSTALLATION TECHNIQUES WHICH WILL ENSURE THAT SEALANTS ARE INSTALLED IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS AND WITH COMPLETE "WETTING" OF THE RABBET SURFACES EQUALLY ON OPPOSITE SIDES. 12. FILL RABBETS TO A SLIGHTLY CONCAVE SURFACE JUST BELOW ADJACENT SURFACES. FOR NORMAL JOINTS NOT SUBJECT TO TRAFFIC: FILL JOINTS TO A DEPTH EQUAL TO 50% OF JOINT WIDTH, BUT NOT LESS THAN 1/4" DEEP OR MORE THAN 1/2" DEEP, MEASURED AT THE CENTER (THIN) SECTION OF THE BEAD. 13. REMOVE EXCESS SEALANT SPILLAGE PROMPTLY AS THIS WORK PROGRESSES. CLEAN ADJACENT SURFACES BY RECOMMENDED MEANS TO REMOVE SEALANT, BUT NOT DAMAGE THE SURFACES. SECTION 08700 - FINISH HARDWARE 1. FURNISH FINISH HARDWARE REQUIRED TO COMPLETE THE WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. FINISH HARDWARE WORK MAY BE A COMBINATION OF NEW DOORS AND NEW HARDWARE AS WELL ASEXISTING DOORS WITH NEW HARDWARE. 2. FURNISH TRIM ATTACHMENTS AND FASTENINGS, SPECIFIED OR OTHERWISE REQUIRED, FOR PROPER AND COMPLETE INSTALLATION. 3. COMPLY WITH THE DISABLED ACCESS REQUIREMENTS OF THE UNIFORM BUILDING CODE (UBC), ALL LOCAL AND STATE CODES AND AMERICANS WITH DISABILITIES ACT (ADA). 4. EXCEPT FOR ITEMS SPECIFICALLY INCLUDED OR SPECIFIED UNDER OTHER SECTIONS, PROVIDE ALL FINISH HARDWARE AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK SHOWN. 5. WHERE THE SIZE OR SHAPE OF MEMBERS TO BE EQUIPPED WITH HARDWARE PREVENTS OR MAKES UNSUITABLE THE USE OF HARDWARE SPECIFIED, EQUAL TYPES HAVING AS NEARLY AS PRACTICABLE THE SAME OPERATION, FUNCTION AND QUALITY SHALL BE FURNISHED. 6. SIZES OF ALL ARTICLES OF HARDWARE IN ALL INSTANCES SHALL BE ADEQUATE FOR THE SERVICE TO WHICH THE INDIVIDUAL ITEMS OF HARDWARE WILL BE SUBJECTED IN THE COURSE OF NORMAL USAGE. 7. FURNISH SILENCERS FOR DOOR FRAMES AT THE RATE OF THREE FOR EACH SINGLE DOOR AND TWO FOR EACH DOOR FOR PAIR OF DOORS; COORDINATE WITH WEATHERSTRIPPED DOORS AND DOORS WITH LIGHT SEALS OR SMOKE SEALS. 8. THE KEYING ARRANGEMENTS ARE TO BE PREPARED, COORDINATED AND APPROVED WITH OWNER. 9. PROVIDE MINIMUM TWO KEYS PER LOCK (OR AS REQUIRED BY OWNER, AT NO ADDITIONAL COST). EACH KEY SHALL BE TAGGED FOR THE RESPECTIVE LOCK. 10. FURNISH TO THE GENERAL CONTRACTOR TWO (2) CONSTRUCTION MASTER KEYS. CONSTRUCTION CORES SHALL FURNISHED BY THE HARDWARE SUPPLIER TO OPERATE LOCKS DURING CONSTRUCTION. UPON INSERTION OF OWNER'S CHANGE KEY, THE CONSTRUCTION CORES SHALL BE REMOVED, AND PERMANENT CORES SHALL BE INSTALLED BY CONTRACTOR, IN PRESENCE OF OWNER'S REPRESENTATIVE. 11. PROVIDE KNOCK-OUT KEY(S) THAT WILL CANCEL/REMOVE THE CONSTRUCTION CORE UPON COMPLETION OF CONTRACTOR'S WORK. 12. WITH THE DELIVERY OF PERMANENT KEYS, DELIVER TO THE OWNER ONE COMPLETE SET OF ADJUSTMENT TOOLS AND ONE SET OF MAINTENANCE MANUALS FOR LOCKSETS, LATCHSETS, CLOSERS, PANIC DEVICES, AND AS REQUESTED BY OWNER. 13. SINGLE SOURCE FOR ITEMS: TO THE MAXIMUM EXTENT PRACTICABLE, FURNISH SIMILAR ITEMS (SUCH AS "DOOR BUTTS") ONLY AS THE PRODUCT OF A SINGLE MANUFACTURER. 14. REFER TO THE HARDWARE SCHEDULE ON THE DRAWINGS FOR SPECIFIC HARDWARE ITEMS AND FINISHES. IN ADDITION TO THE SPECIFIED ITEMS, EQUIVALENT HARDWARE ITEMS FROM THE FOLLOWING MANUFACTURERS WILL BE ACCEPTED PROVIDING THAT FUNCTION, QUALITY AND FINISH ARE MAINTAINED. 14.1. ADAMS RITE MANUFACTURING CO. - LOCKSETS (WITHOUT CYLINDERS),AUTOMATIC BOLTS 14.2. BALDWIN HARDWARE MFG. CORP. - PUSH AND PULL PLATES 14.3. BEST LOCK CORP. (8K SERIES) - LOCKSETS, LATCHSETS, CYLINDERS, DEADBOLTS 14.4. BROOKLINE INDUSTRIES, INC. - KICKPLATES, PUSH AND PULL PLATES, THRESHOLDS 14.5. DORMA - CLOSERS 14.6. GLYNN-JOHNSON CORPORATION - DOOR STOPS, BUMPERS AND SILENCERS 14.7. HAGER AND SONS - HINGES 14.8. IVES BUILDERS HARDWARE - DOOR STOPS, BUMPERS, FLUSH BOLTS 14.9. LCN CLOSER - DOOR CLOSERS 14.10. NORTON - DOOR CLOSERS 14.11. STANLEY - HINGES 14.12. YALE SECURITY, INC. - DOOR CLOSERS 14.13. VON DUPRIN - ALARM/EXIT DEVICES 15. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. MATCH FINISHES OF SPECIFIED ITEMS. 16. HARDWARE AND OPERATING MECHANISMS SHALL BE ADJUSTED AND LUBRICATED AS REQUIRED AFTER INSTALLATION IS COMPLETED TO INSURE PRO SECTION 09250 - GYPSUM BOARD 1. FIRE RESISTANCE: COMPLY WITH FIRE RESISTANCE RATINGS INDICATED AND REQUIRED BY CODE. PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES WHICH HAVE BEEN LISTED BY UL OR TESTED IN ACCORDANCE WITH ASTM E119 FOR THE TYPE OF CONSTRUCTION SHOWN. 2. REFERENCE STANDARD: THE APPLICABLE PROVISIONS OF ASTM C840, APPLICATION AND FINISHING OF GYPSUM BOARD, GOVERN THE WORK OF THIS SECTION UNLESS OTHERWISE NOTED. 3. GYPSUM BOARD: 5/8 INCH THICKNESS, UNLESS NOTED OTHERWISE. PROVIDE TYPE X BOARDS AT FIRE RATED ASSEMBLIES. USE PRODUCTS BY GENSTAR BUILDING MATERIALS CO., GOLDBOND BUILDING PRODUCTS, U.S. GYPSUM CO., GEORGIA PACIFIC CORP., DOMTAR GYPSUM AMERICA OR EQUAL. 4. TOILET ROOMS AND KITCHEN AREAS: MOISTURE RESISTANT GYPSUM BOARD COMPLYING WITH ASTM C630. 5. EXTERIOR SOFFITS: 5/8 INCH THICKNESS, UNLESS NOTED OTHERWISE, EXTERIOR GYPSUM CEILING BOARD BY UNITED STATES GYPSUM COMPANY OR APPROVED EQUAL. FINISH JOINTS WITH SETTING-TYPE COMPOUND. 6. ACCESS PANELS: REFER TO REFLECT CEILING PLAN LEGEND FOR SPECIFICATION. 7. JOINT TAPE, COMPOUND AND LAMINATING ADHESIVE: ASTM C475, TYPE RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. 8. ACOUSTICAL INSULATION: 3" THICK THERMAFIBER SOUND ATTENUATION BLANKETS BY US GYPSUM CO., OR EQUAL UNFACED MINERAL WOOL OR GLASS FIBER INSULATION OF THE SAME DENSITY. 9. ALLOWABLE TOLERANCES: 9.1. DO NOT EXCEED 3/16 INCH IN 8 FT., AND 1/8 INCH IN 4 FT., FROM PLUMB, LEVEL AND FLAT (ALL DIRECTIONS) IN GYPSUM BOARD SURFACES. 9.2. DO NOT EXCEED 1/16 INCH OFFSET AT JOINTS BETWEEN GYPSUM BOARD PANELS. 10. CEILINGS: APPLY GYPSUM BOARD WITH LONG DIMENSION AT RIGHT ANGLES TO SUPPORTS, WITH END JOINTS LOCATED OVER SUPPORTS. USE MAXIMUM PRACTICAL LENGTH PANELS TO MINIMIZE END JOINTS. STAGGER END JOINTS IN ALTERNATE PANELS. 11. PARTITION/WALLS: APPLY GYPSUM BOARD USING FLOOR-TO-CEILING LENGTH BOARDS (WHERE POSSIBLE) WITH VERTICAL JOINTS LOCATED OVER SUPPORTS. OFFSET AT LEAST ONE STUD ON OPPOSITE SIDES OF PARTITION/WALLS. 12. FASTEN GYPSUM BOARD TO METAL FRAMING WITH SCREWS IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND CODE REQUIREMENTS, BUT DO NOT EXCEED 12 INCH ON CENTER SPACING. 13. ACCESS PANELS: PROVIDE AT LOCATIONS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. TO THE GREATEST EXTENT POSSIBLE, COORDINATE OTHER TRADES SO AS TO ELIMINATE THE NEED FOR ACCESS PANELS IN SUSPENDED GYPSUM BOARD CEILINGS. COMPLY WITH MANUFACTURERS PRINTED INSTRUCTIONS FOR CONCEALED FRAME FLUSH - MOUNTED INSTALLATION. 14. INSULATION: INSTALL INSULATION AT INDICATED LOCATIONS. CUT TO FIT IRREGULAR SPACES, BUTT EDGES INTO FIRM CONTACT WITH EACH OTHER AND ADJOINING SURFACES. HAND PACK AROUND PIPES, DUCTS, CONDUITS, ELECTRICAL BOXES, ETC., AS REQUIRED TO THOROUGHLY FILL ALL VOIDS. 15. INSTALL TRIM IN SINGLE UNJOINTED LENGTH, UNLESS LENGTH EXCEEDS MANUFACTURER'S STANDARD. ATTACH TO GYPSUM BOARD IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. 15.1. INSTALL TYPE CB TRIM AT ALL EXTERNAL CORNERS. 15.2. INSTALL TYPE LC TRIM WHERE GYPSUM BOARD EDGES ARE EXPOSED IN THE FINISH WORK. 16. REINFORCE JOINTS BETWEEN GYPSUM BOARD PANELS, AND INTERIOR CORNERS AND ANGLES WITH TAPE SET IN JOINT COMPOUND. APPLY SKIM COAT OVER TAPE IN ONE APPLICATION. WHERE SPACES GREATER THAN 1/16 INCH OCCUR BETWEEN ABUTTING GYPSUM BOARD PANELS, PREFILL JOINTS WITH JOINT COMPOUND AND ALLOW TO DRY BEFORE APPLYING JOINT TAPE. 17. JOINT COMPOUND: APPLY 3 COATS OF JOINT COMPOUND OVER JOINTS AND TRIM, AND 2 COATS OVER SCREW HEADS. 18. LAP EACH COAT NOT LESS THAN 4 INCHES OVER THE PRECEDING COAT (2 INCHES ON EACH EDGE). WIDTH OF JOINT COMPOUND ON TAPERED GYPSUM BOARD EDGES SHALL BE NOT LESS THAN 12 INCHES; WIDTH OF JOINT COMPOUND ON SQUARE GYPSUM BOARD EDGES NOT LESS THAN 18 INCHES. 19. ALLOW AT LEAST 24 HOURS DRYING TIME BETWEEN APPLICATIONS OF JOINT COMPOUND. 20. EXCEPTION: GYPSUM BOARD SURFACES ABOVE FINISHED CEILINGS, INSIDE DUCT SHAFTS, AND OTHER AREAS WHICH WILL BE CONCEALED IN THE FINISH WORK, AND IN STOCK ROOMS AND ELECTRICAL ROOMS, NEED ONLY RECEIVE ONE COAT OF JOINT COMPOUND ON TAPED JOINTS AND SCREW HEADS. SECTION 09510 - ACOUSTICAL CEILINGS 1. DO NOT INSTALL ACOUSTICAL CEILINGS UNTIL THE SPACE TO RECEIVE THEM HAS BEEN ENCLOSED, AND IS WEATHER TIGHT, UNTIL WORK ABOVE CEILINGS HAS BEEN COMPLETED, AND UNTIL AMBIENT CONDITIONS OF TEMPERATURE AND HUMIDITY WILL BE CONTINUOUSLY MAINTAINED AT VALUES NEAR THOSE INDICATED FOR FINAL OCCUPANCY. 2. ACOUSTICAL UNITS WHERE INDICATED: AS SPECIFIED IN DRAWINGS. 3. SUSPENSION SYSTEM FOR LOCATIONS WITH ACOUSTICAL PANELS: AS SPECIFIED IN DRAWINGS. SYSTEM SHALL HAVE A "MEDIUM DUTY" CLASSIFICATION COMPLYING WITH ASTM C635. 4. HANGER WIRE: PER MANUFACTURERS SPECIFICATIONS. 5. ACCESSORIES: DEVICES FOR ATTACHMENT TO OVERHEAD CONSTRUCTION, SECONDARY MEMBERS, SPLINES, SPLICERS, CONNECTION SLIPS, WALL CONNECTORS, COMPRESSION STRUTS AND ALL OTHER DEVICES REQUIRED FOR A COMPLETE INSTALLATION. 6. TRIM: SPECIAL TRIM AS SHOWN OR REQUIRED BY CONSTRUCTION, AND COMPATIBLE WITH DESIGN, APPEARANCE AND DURABILITY RATING OF CEILING. TRIM AT PERIMETER AND PENETRATIONS SHALL PERMIT LATERAL ADJUSTMENT OF AT LEAST 1/2" TO ACCOMMODATE IRREGULARITIES IN VERTICAL SURFACES INTERRUPTING CEILING. 7. FINISH: EXPOSED SURFACES OF METAL GRID AND ACCESSORIES: PRIME AND PAINT WITH A BAKED-ON ENAMEL FINISH. COLOR: WHITE. 8. CODES AND STANDARDS: INSTALL MATERIALS IN ACCORDANCE WITH THEIR MANUFACTURER'S PRINTED INSTRUCTIONS, ASTM C636, AND TO COMPLY WITH GOVERNING REGULATIONS AND INDUSTRY STANDARDS APPLICABLE TO THIS WORK. 9. LAYOUT: PLAN LAYOUT TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING AREA. AVOID USE OF LESS THAN HALF-WIDTH UNITS WHEREVER POSSIBLE. COMPLY WITH ARCHITECT'S REFLECTED CEILING PLANS. 10. ALLOWABLE TOLERANCES: MAXIMUM DEVIATION FROM LEVEL AND FLAT OF THE COMPLETED CEILINGS SHALL NOT EXCEED 1/8" IN 10 FT. WHEN MEASURED WITH A STRAIGHTEDGE PLACED AT ANY LOCATION ON THE CEILING; 1/4" TOTAL DEVIATION WITHIN ANY SINGLE AREA. 11. ACOUSTICAL UNITS: MATCH TILE FOR COLOR AND PATTERN BY USING TILE FROM CARTONS IN THE SAME SEQUENCE AS MANUFACTURED. 12. SCRIBE AND CUT UNITS FOR ACCURATE FIT AT BORDERS AND AROUND WORK WHICH PENETRATES CEILINGS. 13. WHERE UNITS ABUT WALL SURFACES AND REST ON FLANGE OF EDGE MOLDING, INSERT JIFFY CLIP BEHIND EACH ACOUSTICAL UNIT. 14. INSTALL HOLD-DOWN CLIPS AT EXTERIOR DOORS TO PREVENT PANEL UPLIFT OR FLUTTER FROM AIR MOVEMENT. # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:02 PMG902 OAK24-CO-052 SPECIFICATIONS METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 SECTION 09660 - RESILIENT SHEET FLOORING SECTION 09 67 23-RESINOUS FLOORING POLY-CRETE SLB AND POLY-CRETE TF PLUS TOPCOAT (Flintshot) PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This section includes the following: 1. Resinous flooring system as shown on the drawings and in schedules B. Related sections include the following: 1. Cast-in-Place Concrete, section 03 30 00 2. Concrete Curing, section 03 39 00 1.3 SYSTEM DESCRIPTION A. The work shall consist of preparation of the substrate, the furnishing and application of a cementitious urethane based self-leveling seamless flooring system with Flintshot quartz aggregate broadcast and urethane topcoat. B. The system shall have the color and texture as specified by the Owner with a nominal thickness of 3/16 inch. It shall be applied to the prepared area(s)as defined in the plans strictly in accordance with the Manufacturer's recommendations. C. Cove base (if required) to be applied where noted on plans and per manufacturers standard details unless otherwise noted 1.4 SUBMITTALS A. Product Data: Latest edition of Manufacturer's literature including performance data and installation procedures. B. Manufacturer's Safety Data Sheet (SDS) for each product being used. C. Samples: A 3 x 3 inch square sample of the proposed system. Color, texture, and thickness shall be representative of overall appearance of finished system subject to normal tolerances. 1.5 QUALITY ASSURANCE A. The Manufacturer shall have a minimum of 10 years experience in the production, sales, and technical support of epoxy and urethane industrial flooring and related materials. B. The Applicator shall have experience in installation of the flooring system as confirmed by the manufacturer in all phases of surface preparation and application of the product specified. C. No requests for substitutions shall be considered that would change the generic type of the specified System. D. System shall be in compliance with requirements of United States Department of Agriculture (USDA),Food, Drug Administration (FDA), and local Health Department. E. System shall be in compliance with the Indoor Air Quality requirements of California section 01350 as verified by a qualified independent testing laboratory. F. A pre-installation conference shall be held between Applicator, General Contractor and the Owner to review this specification, application procedure, quality control, inspection and acceptance criteria and production schedule. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping 1. All components of the system shall be delivered to the site in the Manufacturer's packaging, clearly identified with the product type and batch number. B. Storage and Protection 1. The Applicator shall be provided with a dry storage area for all components. The area shall be between 60 F and 85 F, dry, out of direct sunlight and in accordance with the Manufacturer's recommendations and relevant health and safety regulations. 2. Copies of Safety Data Sheets (SDS) for all components shall be kept on site for review by the Engineer or other personnel. C. Waste Disposal 1. The Applicator shall be provided with adequate disposal facilities for non-hazardous waste generated during installation of the system. 1.7 PROJECT CONDITIONS A. Site Requirements 1. Application may proceed while air, material and substrate temperatures are between 60 F and 85 F providing the substrate temperature is above the dew point. Outside of this range, the Manufacturer shall be consulted. 2. The relative humidity in the specific location of the application shall be less than 85 % and the surface temperature shall be at least 5 F above the dew point. 3. The Applicator shall be supplied with adequate lighting equal to the final lighting level during the preparation and installation of the system. B. Conditions of new concrete to be coated with cementitious urethane material. 1. Concrete shall be moisture cured for a minimum of 7 days and have fully cured a minimum of 14 days in accordance with ACI-308 prior to the application of the coating system pending moisture tests. 2. Concrete shall have a flat rubbed finish, float or light steel trowel finish (a hard steel trowel finish is neither necessary nor desirable). 3. Sealers and curing agents should not to be used. 4. Concrete surfaces on grade shall have been constructed with a vapor barrier to protect against the effects of vapor transmission and possible delamination of the system. C. Safety Requirements 1. The Owner shall be responsible for the removal of foodstuffs from the work area. 2. Non-related personnel in the work area shall be kept to a minimum. 1.8 WARRANTY A. Dur-A-Flex, Inc. warrants that material shipped to buyers at the time of shipment substantially free from material defects and will perform substantially to Dur-A-Flex, Inc. published literature if used in accordance with the latest prescribed procedures and prior to the expiration date. B. Dur-A-Flex, Inc. liability with respect to this warranty is strictly limited to the value of the material purchase. PART 2 - PRODUCTS 2.1 FLOORING A. Dur-A-Flex, Inc, Poly-Crete SLB (self leveling broadcast quartz), urethane topcoat seamless flooring system. 1. System Materials: a. Topping: Dur-A-Flex, Inc, Poly-Crete SL resin, hardener and SL aggregate. b. The aggregate shall be Dur-A-Flex, Inc. Flintshot quartz aggregate. c. Intermediate Coat: Dur-A-Flex, Inc. Poly-Crete TF Plus resin, hardener and powdered aggregate. d. Topcoat: Dur-A-Flex, Inc. Poly-Crete Color Fast resin, hardener and powdered aggregate. 2.Patch Materials a. Shallow Fill and Patching: Use Dur-A-Flex, Inc. Poly-Crete SL (up to ¼ inch). b. Deep Fill and Sloping Material (over ¼ inch): Use Dur-A-Flex, Inc. Dur-A-Tex UM 2.2 MANUFACTURER A. Dur-A-Flex, Inc., 95 Goodwin Street, East Hartford, CT 06108, Phone: (860) 528-9838, Fax: (860) 528-2802 B. Manufacturer of Approved System shall be single source and made in the USA. C. Dur-A-Flex Inc., Certified Applicator must be used. Contact Dur-A-Flex Territory Manager, Ashleyann McLeish (626) 656-0407 for Certified Applicators. 2.3 PRODUCT REQUIREMENTS A. Topping Poly-Crete SL 1. Percent Reactive 100 % 2.VOC 0 g/L 3.Bond Strength to Concrete ASTM D 4541 >400 psi, substrates fails 4.Compressive Strength, ASTM C 579 9,000 psi 5. Tensile Strength, ASTM D 638 2,175 psi 6.Flexural Strength, ASTM D 790 5,076 psi 7.Impact Resistance @ 125 mils, MIL D-3134, >160 inch lbs No visible damage or deterioration B. Intermediate Coat Poly-Crete TF Plus 1. Percent Solids 100% 2.VOC 0 g/L 3.Compressive Strength, ASTM C 579 7,250 psi 4. Tensile Strength, ASTM D 638 750 psi 5.Flexural Strength, ASTM D 790 4,400 psi 6. Abrasion Resistance, ASTM D 4060 40 mg loss CS-17 wheel, 1,000gm load, 1,000 cycles 7.Impact Resistance, ASTM D 1709 >160 in.lbs 8. Shore D Hardness, ASTM D 2240 85 D 9.Gloss, ASTM D 523, 600 Flat/Matte Appearance C. Topcoat Poly-Crete Color Fast 1. Percent Solids 100% 2.VOC 0 g/L 3.Compressive Strength, ASTM C 579 7,800 psi 4. Tensile Strength, ASTM D 638 4,200 psi 5.Flexural Strength, ASTM D 790 1,000 psi 6. Abrasion Resistance, ASTM D 4060 45 mg loss CS-17 wheel, 1,000gm load, 1,000 cycles 7. Shore D Hardness, ASTM D 2240 65 D 8.Gloss, ASTM D 523, 600 Semi-Gloss Appearance PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas and conditions, with Applicator present, for compliance with requirements for maximum moisture content, installation tolerances and other conditions affecting flooring performance. 1. Verify that substrates and conditions are satisfactory for flooring installation and comply with requirements specified. 3.2 PREPARATION A. General 1. New and existing concrete surfaces shall be free of oil, grease, curing compounds, loose particles, moss, algae growth, laitance, friable matter, dirt, and bituminous products. 2. Moisture Testing: Perform tests recommended by manufacturer and as follows. . a. Perform relative humidity test using is situ probes, ASTM F 2170. Proceed with installation only after substrates have a maximum 99% relative humidity level measurement. b. If the relative humidity exceeds 99% then the Owner and/or Engineer shall be notified and advised of additional cost for the possible installation of a vapor mitigation system that has been approved by the manufacturer or other means to lower the value to the acceptable limit. 3. Mechanical surface preparation a. Shot blast all surfaces to receive flooring system with a mobile steel shot, dust recycling machine (Blastrac or equal). All surface and embedded accumulations of paint, toppings hardened concrete layers, laitance, power trowel finishes and other similar surface characteristics shall be completely removed leaving a bare concrete surface having a minimum profile of CSP 4-5 as described by the International Concrete Repair Institute. b. Floor areas inaccessible to the mobile blast machines shall be mechanically abraded to the same degree of cleanliness, soundness and profile using diamond grinders, needle guns, bush hammers, or other suitable equipment. c. Where the perimeter of the substrate to be coated is not adjacent to a wall or curb, a minimum 3/16" deep and 1/4" wide key cut shall be made to properly seat the system, providing a smooth transition between areas. The detail cut shall also apply to drain perimeters and expansion joint edges. d. Cracks and joints (non-moving) greater than 1/8 inch wide are to be chiseled or chipped-out and repaired per manufacturer's recommendations. 4. At spalled or worn areas, mechanically remove loose or delaminated concrete to a sound concrete and patch per manufactures recommendations. 3.3 APPLICATION A. General 1. The system shall be applied in three distinct steps as listed below: a. Substrate preparation b. Topping/overlay application with quartz aggregate broadcast. c. Topcoat application 2. Immediately prior to the application of any component of the system, the surface shall be dry and any remaining dust or loose particles shall be removed using a vacuum or clean, dry, oil-free compressed air. 3. The handling, mixing and addition of components shall be performed in a safe manner to achieve the desired results in accordance with the Manufacturer's recommendations. 4. The system shall follow the contour of the substrate unless pitching or other leveling work has been specified by the Architect. 5. A neat finish with well-defined boundaries and straight edges shall be provided by the Applicator. B. Topping 1. The topping shall be applied as a self-leveling system as specified by the Architect. The topping shall be applied in one lift with a nominal thickness of 1/8 inch. 2. The topping shall be comprised of three components, a resin, hardener and filler as supplied by the Manufacturer. 3. The hardener shall be added to the resin and thoroughly dispersed by suitably approved mechanical means. SL Aggregate shall then be added to the catalyzed mixture and mixed in a manner to achieve a homogenous blend. 4. The topping shall be applied over horizontal surfaces using ½ inch ā€œvā€ notched squeegee, trowels or other systems approved by the Manufacturer. 5. Immediately upon placing, the topping shall be degassed with a loop roller. 6. Quartz aggregate shall be broadcast to excess into the wet material at the rate of 0.75 lbs/sf. 7. Allow material to fully cure. Vacuum, sweep and/or blow to remove all loose aggregate. C. Intermediate Coat 1. The intermediate coat shall be mixed and applied per manufacturer recommended procedure. 2. The intermediate coat shall be comprised of three components, a resin, hardener and filler as supplied by the Manufacturer. 3. The intermediate coat will be applied at the rate of 180 sf per Jumbo kit. D. Top Coat 1. The Top Coat shall be mixed and applied per manufacturer recommended procedure. 2. The topcoat shall be comprised of three components, a resin, hardener and filler as supplied by the Manufacturer. 3. The Top Coat will be applied at the rate of 200-230 sf per large kit for specified texture. 4. Non-Skid if required is broadcast at the rate of 1 lb per 100 sf and back rolled into the coating. 5. The finish floor will have a nominal thickness of 3/16 inch. 3.4 FIELD QUALITY CONTROL A. Tests, Inspection 1. The following tests shall be conducted by the Applicator: a. Temperature 1. Air, substrate temperatures and, if applicable, dew point. b. Coverage Rates 1. Rates for all layers shall be monitored by checking quantity of material used against the area covered. 3.5 CLEANING AND PROTECTION A. Cure flooring material in compliance with manufacturer's directions, taking care to prevent their contamination during stages of application and prior to completion of the curing process. B. Remove masking. Perform detail cleaning at floor termination, to leave cleanable surface for subsequent work of other sections. SECTION 09900 - PAINTING 1. PAINT ALL EXPOSED SURFACES, BOTH NEW AND EXISTING, THROUGHOUT THE PROJECT, EXCEPT AS EXCLUDED IN PARAGRAPH 4 BELOW. 2. SURFACE PREPARATION, PRIMING AND COATS OF PAINT SPECIFIED ARE IN ADDITION TO SHOP PRIMING AND SURFACE TREATMENT SPECIFIED IN OTHER SECTIONS. 3. PAINT ALL EXPOSED SURFACES WHETHER OR NOT COLORS ARE DESIGNATED, EXCEPT WHERE THE NATURAL FINISH OF THE MATERIAL IS OBVIOUSLY INTENDED OR SPECIFICALLY NOTED AS A SURFACE NOT TO BE PAINTED. WHERE ITEMS OR SURFACES ARE NOT SPECIFICALLY MENTIONED, PAINT THESE THE SAME AS DJACENT SIMILAR MATERIALS OR AREAS. 4. PAINTING NOT INCLUDED: THE FOLLOWING SURFACES ARE NOT TO BE PAINTED OR THEIR PAINTING IS INCLUDED IN OTHER SECTIONS OF THESE SPECIFICATIONS: 4.1. FINISHED (NOT PRIMED) MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING LIGHT FIXTURES, SWITCHGEAR AND DISTRIBUTION CABINETS. 4.2. FACTORY FINISHED ITEMS SUCH AS (BUT NOT LIMITED TO) FINISH HARDWARE AND STOREFRONT. 4.3. FINISHED METAL SURFACES SUCH AS ANODIZED ALUMINUM, STAINLESS STEEL, CHROMIUM PLATING, COPPER, BRONZE, BRASS AND SIMILAR FINISHED MATERIALS WILL NOT REQUIRE FINISH PAINTING. 4.4. PAINTING IS NOT REQUIRED ON WALLS OR CEILINGS IN CONCEALED AND INACCESSIBLE AREAS, SUCH AS FURRED AREAS AND PIPE SPACES. 4.5. OPERATING PARTS AND LABELS 5. ENVIRONMENTAL REQUIREMENTS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR ENVIRONMENTAL CONDITIONS REGARDING PAINT APPLICATION. DO NOT APPLY FINISH IN AREAS WHERE DUST IS BEING GENERATED. 6. QUALITY AND MANUFACTURE: USE BEST QUALITY GRADE REGULARLY MANUFACTURED BY ONE OF THE MANUFACTURERS LISTED BELOW, UNLESS BRUSH OUTS ARE PROVIDED TO OWNER FOR SIGNED APPROVAL OF SUBSTITUTION. INSOFAR AS PRACTICABLE EACH PAINT SHALL BE FACTORY MIXED TO MATCH APPROVED SAMPLES AND COLORS, AND BE OF A CONSISTENCY PERMITTING IMMEDIATE APPLICATION. 7. PAINT COMPATIBILITY: PROVIDE FINISH COATS COMPATIBLE WITH THE PRIME COATS USED. REVIEW OTHER SECTIONS OF THESE SPECIFICATIONS IN WHICH PRIME COATS ARE SPECIFIED AND BE RESPONSIBLE FOR THE COMPATIBILITY OF THE TOTAL COATING SYSTEM. 8. PAINT SPECS: NO EXCEPTIONS/NO SUBSTITUTIONS - PER FINISH SCHEDULE. 9. PREPARE SURFACES TO RECEIVE THE SPECIFIED FINISHES IN ACCORDANCE WITH THE PAINT MANUFACTURER'S PRINTED INSTRUCTIONS AND ESTABLISHED INDUSTRY STANDARDS. 10. REMOVE ALL HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES, PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS IN PLACE AND NOT TO BE PAINTED, OR PROVIDE SURFACE APPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING. FOLLOWING COMPLETION OF PAINTING EACH SPACE OR AREA, REINSTALL THE REMOVED ITEM BY WORKMEN SKILLED IN THE TRADES INVOLVED. 11. APPLY PAINT ONLY UNDER CONDITIONS THAT WILL ENSURE FINISHES FREE FROM BLEMISHES AND DEFECTS. MAKE FINISH COATS SMOOTH, FREE OF BRUSH MARKS, STREAKS, LAPS OR SKIPPED AND MISSED AREAS. LEAVE ALL CORNERS WITH NO UNDUE AMOUNT OF PAINT BUILDUP. 12. PRIMER AND INTERMEDIATE COATS SHALL BE UNSCARRED AND COMPLETELY INTEGRAL WHEN SUCCEEDING COATS ARE APPLIED. SAND AND DUST BETWEEN EACH COAT TO REMOVE DEFECTS VISIBLE FROM A DISTANCE OF 5 FEET. 13. REMOVE PAINT SPILLAGE AND SPATTERS ON ADJACENT SURFACES SO AS NOT TO DAMAGE THE SURFACE BEING CLEANED. PERFORM ALL PATCHING AND REPAIRS REQUIRED BECAUSE OF PAINTING OPERATIONS. REFINISH ENTIRE PANEL OR ASSEMBLY WHERE PORTION OF FINISH HAS BEEN DAMAGED OR IS NOT ACCEPTABLE TO THE OWNER. 14. PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT NON-SPECULAR BLACK PAINT WHERE VISIBLE THROUGH REGISTERS AND GRILLES. 15. THE NUMBER OF COATS SPECIFIED IS THE MINIMUM REQUIRED FOR COMPLETE COVERAGE AND UNIFORMITY OF COLOR. APPLY ADDITIONAL COATS WHEN UNDERCOATS, STAINS, OR OTHER CONDITIONS SHOW THROUGH THE FINAL FINISH UNTIL THE FINISH IS OF UNIFORM COLOR AND APPEARANCE. 16. COMPLETELY COVER SURFACES TO BE PAINTED TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF UNIFORM FINISH, COLOR, APPEARANCE, AND COVERAGE. PAINTED SURFACES WITH CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS OR OTHER IMPERFECTIONS WILL NOT BE ACCEPTABLE. SECTION 10400 - IDENTIFYING DEVICES 1. PROVIDE COORDINATION AND BACKING FOR SIGNAGE PROVIDED BY OWNER VENDOR. 2. PROVIDE INTERIOR SIGNAGE AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 3. STOREFRONT AND/OR STREET FRONTAGE SIGNAGE WILL BE PROVIDED AND INSTALLED BY OWNER VENDOR. PROVIDE BACKING, ACCESS AND POWER AS INDICATED ON THE DRAWINGS. 4. REAR ENTRY DOOR IDENTIFICATION WILL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. COORDINATE APPLICATION AND LANDLORD REQUIREMENTS. REFER TO DOOR SCHEDULE ON DRAWINGS. 5. EXTERIOR ENTRANCE DOORS: 5.1. PROVIDE AND INSTALL DIE-CUT PRESSURE SENSITIVE VINYL INTERNATIONAL SYMBOL OF ACCESSIBILITY BY PHYSICALLY HANDICAPPED/DISABLED PERSON. PROVIDE ONE (1) SYMBOL MOUNTED ON INSIDE OF GLASS AS INDICATED ON THE DRAWINGS. 5.2. COLOR: WHITE GRAPHICS ON CLEAR BACKGROUND OR WHITE GRAPHICS ON BLACK BACKGROUND. 6. RESTROOMS: 6.1. INSTALL SIGNAGE AT RESTROOM DOORS AS INDICATED IN DRAWINGS PROVIDE RAISED BRAILLE LETTERING. COMPLY WITH THE DISABLED ACCESS REQUIREMENTS OF THE APPLICABLE BUILDING CODE, ALL LOCAL AND STATE CODES AND AMERICANS WITH DISABILITIES ACT (ADA). 6.2. COLOR: WHITE GRAPHICS ON BLACK BACKGROUND. 7. PROVIDE OTHER IDENTIFYING DEVICES REQUIRED BY LOCAL CODES OR JURISDICTION AT NO ADDITIONAL COST TO THE OWNER. 8. INSTALL SIGNAGE LEVEL, PLUMB AND AT HEIGHT INDICATED, WITH SIGN SURFACES FREE FROM DISTORTION AND OTHER DEFECTS. 9. MOUNT USING STANDARD FASTENING METHODS RECOMMENDED BY MANUFACTURER. PROVIDE HEAVY WEIGHT PAPER TEMPLATE TO ESTABLISH SPACING AND TO LOCATE HOLES FOR FASTENERS. SECTION 10800 - TOILET ROOM ACCESSORIES 1. UNIFORMITY: ALL TOILET ROOM ACCESSORIES INSTALLED ON THE PROJECT SHALL BE PRODUCTS OF ONE MANUFACTURER, EXCEPT AS NOTED. 2. INSTALLATION SHALL COMPLY WITH THE DISABLED ACCESS REQUIREMENTS OF THE APPLICABLE BUILDING CODE, ALL LOCAL AND STATE CODES AND AMERICANS WITH DISABILITIES ACT (ADA). 3. COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 01600. KEEP PROTECTIVE COVERS ON ACCESSORIES UNTIL THEIR INSTALLATION IS COMPLETE, THEN REMOVE AT FINAL CLEAN-UP. 4. FINISH: EXPOSED SURFACES SHALL HAVE AISI NO. 4 FINISH, EXCEPT WHERE A KNURLED SURFACE IS SPECIFIED FOR GRAB BARS. 5. CHECK OPENINGS AND SUPPORTS TO RECEIVE ACCESSORIES AND MAKE SURE THAT UNSUITABLE CONDITIONS THAT WOULD EFFECT QUALITY AND EXECUTION OF THIS WORK ARE CORRECTED BEFORE PROCEEDING WITH INSTALLATION. 6. COORDINATE INSTALLATION WITH OTHER TOILET ROOM ACCESSORIES FOR PROPER INSTALLATION AND FUNCTION. 7. DRILL HOLES TO CORRECT SIZE AND LOCATION. INSTALL ACCESSORIES PLUMB, LEVEL AND AT THE SPECIFIED HEIGHTS. 8. ATTACH ACCESSORIES WITH SCREWS OR BOLTS TO STEEL STUDS OR BACKING PLATES. DO NOT USE MOLLY OR TOGGLE BOLTS IN GYPSUM BOARD. 9. ADJUST ACCESSORIES FOR PROPER OPERATION. AFTER COMPLETION OF INSTALLATION, CLEAN AND POLISH EXPOSED SURFACES AFTER REMOVAL OF PROTECTIVE COVERINGS. 10. DELIVER KEYS AND INSTRUCTION SHEETS TO OWNER. # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 DNDNDNDN1. ACCESSIBLE PATHS OF TRAVEL SHALL MEET REQUIREMENTS OF CBC 11B-302, SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING ½ INCH AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. SURFACE CROSS SLOPES SHALL NOT EXCEED ¼ INCH PER FOOT. WHEN THE SLOPE IN DIRECTION OF TRAVEL OF ANY WALK EXCEEDS ONE UNIT VERTICAL TO 20 UNITS HORIZONTAL, IT SHALL COMPLY WITH PROVISIONS OF CBC 11B-405 FOR RAMPS. NOT IN SCOPEACCESSIBLE PATH OF TRAVEL AND DIRECTIONDRIVE WAY8' HIGH FENCEBRODERICK ROADEASEMENT PAVED FOR ACCESS4,706 SFLOBBY ENTRYEXISTING CONCRETE SIDEWALK 24' - 0"24' - 0"24' - 10 1/2"24' - 0"22' - 0"24' - 0"24' - 0"28' - 0"REMOVE EXISTING SIDEWALK24' - 0"22' - 0"AAAAAA72"01020304050607080910111213141516171819202122232425262728322930313334353637383940414243444546474849505152535455565758596061626364656667686970717273BBBBBBBBBBBNNCHECKED BY:PROJECT NUMBER:CONSULTANT PROJECT NO:SHEET TITLE:SHEET NUMBERALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT©PROJECT NORTHTRUE NORTHSTAMPNOT FOR CONSTRUCTION9/25/2025 6:47:18 PMA001OAK24-CO-052SITE PLANMETRO SLOPESDC50 BRODERICK RD,BURLINGAME, CA 940101" = 20'-0"2SITE PLANKEY NOTES# NOTE0202 EXISTING STRUCTURE TO BE PROTECTED0207 EXISTING SKYLIGHT TO REMAIN0208 EXISTING RAMP TO REMAINSHEET NOTESLEGEND# DATE ISSUES & REVISIONS4/25/2025 PERMIT SUBMITTALA 8/13/2025 PERMITRESUBMITTALB 9/25/2025 PLANNINGRESUBMITTALPARKINGPARKING REQUIRED PER TABLE 25.40-1LAND USE: COMMERCIAL RECREATIONAL (LARGE) - 1 SPACE PER 500 SQFT.GROSS SQFT: 28,475 SF + 4,735 SF= 33,200 SF33,200 SF/ 500 SF= 66.4REQUIRED PARKING: 67PROPOSED PARKING: 73NO PROTECTED TREES PRESENT ON SITE.EXISTING LANDSCAPE TO REMAIN.ALL TREE PROTECTION MEASURES ARE TO BE IN PLACE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.ALL PROTECTED TREES, STREET TREES, AND REQUIRED LANDSCAPE TREES ARE TO BE IN GOOD CONDITION IN ORDER TO PASS PARKS FINAL INSPECTION.CONSTRUCTION MAY NOT IMPACT ANY STREET TREE ROOT OVER 2" IN DIAMETER WITHOUT CITY ARBORIST APPROVAL.ALL REQUIRED LANDSCAPE TREES, EXISTING OR NEW, BECOME PROTECTED TREES REGARDLESS OF SIZE AND MUST BE DISCLOSED UPON SALE OR TRANSFER OF REAL PROPERTY.LANDSCAPING TO BE UPDATED & LANDSCAPE PLANS WILL BE SUBMITTED WITH THE BUILDING PERMIT.ABDocusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 DN DN DN EXISTING WALL TO BE DEMOLISHED EXISTING ITEM TO BE DEMOLISHED, REFER TO KEY NOTES ABOVE EXISTING WALL TO REMAIN PROPERTY LINE LEGEND 1. ALL ITEMS NOT SPECIFICALLY NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE. 2. CONTRACTOR TO VERIFY (E) CONDITIONS. IN CASE OF CONFLICT BETWEEN DRAWINGS AND (E) CONDITIONS, NOTIFY THE ARCHITECT. 3. SAFELY REMOVE ALL HAZARDOUS MATERIALS. 4. SPRINKLER MAIN BRANCH LINES TO REMAIN, TO BE MODIFIED IN COORDINATION WITH THE ARCHITECTURAL DRAWINGS AND SPRINKLER SUBCONTRACTOR. 5. REMOVE MECHANICAL DUCT WORK AND GRILLES. CUT DUCTWORK BACK TO MAIN POINT OF ENTRY. 6. VERIFY WORKING CONDITION OF ALL (E) MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT. 7. VERIFY FUNCTION OF ALL (E) MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT, PIPING, CONDUIT AND DUCTWORK FOUND WITHIN THE AREA OF WORK. ALL EQUIPMENT SERVING THE MAIN BUILDING OR OTHER TENANT SPACES SHALL BE PROTECTED IN PLACE. 8. REMOVE ALL PLUMBING FIXTURES AND PIPING. CUT PIPING BACK TO MAIN POINT OF ENTRY AND CAP ALL UTILITIES WITH LIKE MATERIAL(S). 9. REMOVE ALL EXISTING LIGHTING AND RELATED ELECTRICAL EQUIPMENT AND WIRING IN EXISTING ACOUSTIC TILE CEILING. SHEET NOTES 10. REMOVE ALL EXISTING LIGHTING AND RELATED ELECTRICAL EQUIPMENT AND WIRING IN EXISTING ACOUSTIC TILE CEILING. 11. REMOVE ALL EXISTING NON-STRUCTURAL FRAMED PARTITIONS AND EXISTING DOORS AND DOOR FRAMES, AS INDICATED 12. REMOVE EXISTING SUSPENDED ACOUSTIC CEILING TILES, GRID, AND RELATED STRUCTURE. 13. DEMOLISH EXISTING GYP BD CEILINGS AND SOFFITS 14. REMOVE ALL EXISTING FLOORING AND ADHESIVE DOWN TO CONCRETE SLAB. PATCH AND REPAIR DAMAGED SLAB AS NECESSARY AND PREPARE FOR NEW FLOORING. 15. EXISTING STOREFRONT TO REMAIN UON 16. REMOVE ALL EXISTING MILLWORK INCLUDING EXISTING COUNTERTOPS, CABINETS, AND BANQUETTE SEATING. PATCH AND REPAIR DAMAGED FLOOR AND WALLS AS NECESSARY. 17. REMOVE ALL EXISTING FURNITURE A201 1 12.29 m484"12.29 m484"A A A A (E) RAMP (E) RAMP 3.61 m 142"4.67 m184"2.79 m110"4.88 m192"1.30 m51"2.74 m108"1.14 m 45" 4.45 m 175 1/4" V.I.F11.96 m471"15.24 m 600" 30.48 m 1200" 38.53 m 1517" 9.56 m 376 1/2"40.25 m1584 3/4"N NCHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© PROJECT NORTH TRUE NORTH STAMP NOT FOR CONSTRUCTION 9/25/2025 7:49:06 PMA100 OAK24-CO-052 DEMO PLAN METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 1" = 10'-0"1 OVERALL FLOOR PLAN A A # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL (E) RAMP Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 DN DN DN UP DN 1. DIMENSIONS ARE TO FACE OF FINISH AND CENTER OF COLUMN, UON. 2. REFER TO G500 SERIES FOR ACCESSIBILITY DETAILS. 3. CONTRACTOR AND OWNER VENDORS SHALL ENSURE ALL CUSTOM FABRICATED EQUIPMENT IS SIZED AND FABRICATED TO FIT THE SITE CONDITIONS INCLUDING BUT NOT LIMITED TO CLEARANCES, ACCESSIBILITY, AND MAINTENANCE REQUIREMENTS. NEW UNRATED PARTITION EXISTING WALL TO REMAIN ROOM SEPARATION DOOR TAG, SEE A800 SERIES FLOOR ELEVATION 101 Xft 2 A321 SMD-1 SMD-1 TRAINING 2 207 TRAINING 4 209 CHECK IN 108 ELEC 107 OFFICE 109 1 A320 3 A320 2 A320 40' - 4"40' - 4"4 A320 TRAINING 3 208 A3101 LOCKERS 202 0208 0208 0208 TRAMPOLINE 212 TRAINING 1 206 TRAINING 5 215 CIRCULATION 216 PRIMARY ENTRYRETAIL 102 EQUIP. RACK 214 EQUIP. RACK 211 EMPLOYEE 210 TRAINING 4 209 RESTROOM 106 TRAINING ROOM 103 SHOWERS 105 UTILITY 104 LOBBY 101 N NCHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© PROJECT NORTH TRUE NORTH STAMP NOT FOR CONSTRUCTION 9/25/2025 7:50:17 PMA200 OAK24-CO-052 OVERALL FLOOR PLAN METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 SHEET NOTES LEGEND 1" = 10'-0"1 OVERALL FLOOR PLAN A A A A A A A A A KEY NOTES # NOTE 0202 EXISTING STRUCTURE TO BE PROTECTED 0207 EXISTING SKYLIGHT TO REMAIN 0208 EXISTING RAMP TO REMAIN # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 DN DN UP L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 1. DIMENSIONS ARE TO FACE OF FINISH AND CENTER OF COLUMN, UON. 2. REFER TO G500 SERIES FOR ACCESSIBILITY DETAILS. 3. CONTRACTOR AND OWNER VENDORS SHALL ENSURE ALL CUSTOM FABRICATED EQUIPMENT IS SIZED AND FABRICATED TO FIT THE SITE CONDITIONS INCLUDING BUT NOT LIMITED TO CLEARANCES, ACCESSIBILITY, AND MAINTENANCE REQUIREMENTS. NEW UNRATED PARTITION EXISTING WALL TO REMAIN ROOM SEPARATION DOOR TAG, SEE A800 SERIES FLOOR ELEVATION 101 Xft 1,357 SF LOBBY 101 279 SF CHECK IN 108 900 SF TRAINING ROOM 103 0' - 0"4' - 6" 112 298 SF OFFICE 109 A31012.26 m89"1.78 m70 1/8"41' - 2" V.I.F5.63 m 221 1/2"5.31 m209 1/4"ELEC 107 9.33 m 367 1/2" V.I.FPRIMARY ENTRY5.42 m 213 3/8"44' - 2"VELO RACK SLEDGHPYOGA YOGA VELO BANC BOXPRESSRAMEUR8.24 m324 1/4"4.28 m 168 1/2" 7.35 m 289 3/8"1.52 m60"2.08 m82"2.49 m 98" 2.13 m 83 5/8"0.91 m36"1.63 m 64 3/8"2.31 m91"0.91 m36"1.19 m 46 7/8"14.69 m578 1/2"431 SF RETAIL 102 485 SF SHOWERS 105 316 SF RESTROOM 106 1.47 m 58" 1.49 m 58 7/8"11.99 m472"12.83 m505"7.79 m306 3/4"TAPIS SKI ERG1.52 m60"4.72 m 186" 1.52 m 60" 3.72 m 146 1/2" V.I.F 2.84 m112"1.52 m60"1.52 m 60" 1.52 m 60"STEP33 SF UTILITY 104 8' - 0" GYP. 8' - 0" GYP. 12' - 6" GYP. TRAINING ROOM 103 ELEC 107 OFFICE 109 LOBBY 101 8' - 0" GYP. 23"24"23"24"30"24"42"29"29" 22" 19 7/8"54"54"54"54"54"54"54"24"18"45" 29 1/4"38"38"38"38"38"38"30"30"30"48"106"48"48"116 1/2"48"EQEQ10' - 0"10' - 0"4' - 8" 4' - 8" 27"27" 6' - 1 1/8" 3' - 6"12' - 0"12' - 0"12' - 0"7' - 0"12' - 6" 4' - 0" N NCHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© PROJECT NORTH TRUE NORTH STAMP NOT FOR CONSTRUCTION 9/25/2025 7:52:05 PMA201 OAK24-CO-052 ENLARGED FLOOR & RCP PLAN - LOBBY METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 SHEET NOTES LEGEND 3/16" = 1'-0"1 LEVEL 1 FLOOR PLAN # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL KEY NOTES # NOTE 0202 EXISTING STRUCTURE TO BE PROTECTED 0207 EXISTING SKYLIGHT TO REMAIN 0208 EXISTING RAMP TO REMAIN A A A 3/16" = 1'-0"2 LEVEL 1 REFLECTED CEILING PLAN A Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 L2L2 L2L2 L2 L2 L2 L2 L2L2 L2L2 L2 L2 UP DN 1. DIMENSIONS ARE TO FACE OF FINISH AND CENTER OF COLUMN, UON. 2. REFER TO G500 SERIES FOR ACCESSIBILITY DETAILS. 3. CONTRACTOR AND OWNER VENDORS SHALL ENSURE ALL CUSTOM FABRICATED EQUIPMENT IS SIZED AND FABRICATED TO FIT THE SITE CONDITIONS INCLUDING BUT NOT LIMITED TO CLEARANCES, ACCESSIBILITY, AND MAINTENANCE REQUIREMENTS. NEW UNRATED PARTITION EXISTING WALL TO REMAIN ROOM SEPARATION DOOR TAG, SEE A800 SERIES FLOOR ELEVATION 101 Xft 28' - 6" GYP. TYP0207 TYP0202 21' - 6" GYP. 2 A321 2 A320 4 A320 TRAINING 3 208 TRAINING 2 207 TRAINING 4 209 TRAINING 1 206 LOCKERS 202 4' - 6" SMD-1 16 PEOPLE MAX SMD-1 16 PEOPLE MAX 20' - 5"20' - 5" 20' - 5"12.19 m480"8.99 m354"15.60 m614"TRAMPOLINE 1 PPL MAX TRAMPOLINE 1 PPL MAX TRAMPOLINE (S)1 PPL MAXTRAMPOLINE (S)1 PPL MAXTRAMPOLINE (S)1 PPL MAXTRAMPOLINE (S)1 PPL MAXTRAMPOLINE 1 PPL MAX TRAMPOLINE 1 PPL MAX EMPLOYEE 210 EQUIP. RACK 211 EQUIP. RACK 214 SIMULATOR 1 PEOPLE MAX SIMULATOR 1 PEOPLE MAX SKI TREADMILL 4 PEOPLE MAX TRAMPOLINE 212 EXTRA BEGINNER 213 TRAINING 5 215 SKI TREADMILL 4 PEOPLE MAX EXTRA BEGINNER 24 PPL MAX SKI TREADMILL 4 PEOPLE MAX SKI TREADMILL 4 PEOPLE MAX SKI TREADMILL 4 PEOPLE MAX SKI TREADMILL 4 PEOPLE MAX BALANCED EQUIP 1 PEOPLE MAX 1.83 m 72" 3.00 m 118"2.54 m100"0208 15.01 m 591" 30.48 m 1200" 38.53 m 1517" N NCHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© PROJECT NORTH TRUE NORTH STAMP NOT FOR CONSTRUCTION 9/25/2025 7:53:58 PMA202 OAK24-CO-052 ENLARGED FLOOR & RCP PLAN - TRAINING METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 KEY NOTES # NOTE 0202 EXISTING STRUCTURE TO BE PROTECTED 0207 EXISTING SKYLIGHT TO REMAIN 0208 EXISTING RAMP TO REMAIN SHEET NOTES LEGEND 3/32" = 1'-0"2 LEVEL 2 REFLECTED CEILING PLAN # DATE ISSUES & REVISIONS 4/25/2025 PERMIT SUBMITTAL A 8/13/2025 PERMIT RESUBMITTAL B 9/25/2025 PLANNING RESUBMITTAL 3/32" = 1'-0"3 UPPER LEVEL A A A A A A A B Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 1. REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. PROVIDE BLOCKING FOR ALL WALL AND ROOF MOUNTED ELEMENTS. GROUND LEVEL 0' - 0" CEILING - LOBBY 12' - 6" GROUND FLOOR 0' - 0" 2 A320 4 A320 TRAINING ROOM 103 LOBBY 101 OFFICE 109 CHECK IN 108 RETAIL 102 GROUND LEVEL 0' - 0" CEILING - TRAINING 3 & 4 29' - 0" CEILING - LOBBY 12' - 6" GROUND FLOOR 0' - 0" UPPER LEVEL 4' - 6" 1 A320 3 A320 LOCKERS 202EQUIP. RACK 214 CIRCULATION 216 TRAINING 5 215 RESTROOM 106 RETAIL 102 GROUND LEVEL 0' - 0" CEILING - TRAINING 3 & 4 29' - 0" CEILING - LOBBY 12' - 6" GROUND FLOOR 0' - 0" UPPER LEVEL 4' - 6" 2 A321 2 A320 4 A320 CHECK IN 108SHOWERS 105 LOBBY 101 GROUND LEVEL 0' - 0" CEILING - TRAINING 3 & 4 29' - 0" CEILING - LOBBY 12' - 6" GROUND FLOOR 0' - 0" UPPER LEVEL 4' - 6" 1 A320 3 A320 900 SF TRAINING ROOM 103 485 SF SHOWERS 105 5,365 SF TRAINING 1 206 SKI TREADMILL 4 PEOPLE MAX CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:07 PMA320 OAK24-CO-052 ENLARGED BUILDING SECTIONS - LOBBY AREA METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 KEY NOTES # NOTE 0202 EXISTING STRUCTURE TO BE PROTECTED 0207 EXISTING SKYLIGHT TO REMAIN 0208 EXISTING RAMP TO REMAIN SHEET NOTES LEGEND 1/8" = 1'-0"1 SECTION - MAIN ENTRY 1/8" = 1'-0"2 SECTION - LOCKER & RETAIL 1/8" = 1'-0"3 SECTION - LOBBY 1/8" = 1'-0"4 SECTION - GATHERING ROOM, OFFICE & EMPLOYEE # DATE ISSUES & REVISIONS A 8/13/2025 PERMIT RESUBMITTAL A Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 1. REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. PROVIDE BLOCKING FOR ALL WALL AND ROOF MOUNTED ELEMENTS. GROUND LEVEL 0' - 0" CEILING - TRAINING 3 & 4 29' - 0" CEILING - LOBBY 12' - 6" UPPER LEVEL 4' - 6" 5,721 SF TRAINING 3 208 1,917 SF CIRCULATION 216 SMD-1 16 PEOPLE MAX TRAMPOLINE 1 PPL MAX EXTRA BEGINNER 24 PPL MAX TRAMPOLINE 1 PPL MAX TRAMPOLINE (S) 1 PPL MAX TRAMPOLINE (S) 1 PPL MAX CHECKED BY: PROJECT NUMBER: CONSULTANT PROJECT NO: SHEET TITLE: SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT© STAMP NOT FOR CONSTRUCTION 8/12/2025 5:49:07 PMA321 OAK24-CO-052 ENLARGED BUILDING SECTIONS - TRAINING AREA METRO SLOPES Checker 50 BRODERICK RD, BURLINGAME, CA 94010 KEY NOTES # NOTE 0202 EXISTING STRUCTURE TO BE PROTECTED 0207 EXISTING SKYLIGHT TO REMAIN 0208 EXISTING RAMP TO REMAIN SHEET NOTES LEGEND 1/8" = 1'-0"2 SECTION - TRAING 2 & 3 # DATE ISSUES & REVISIONS A 8/13/2025 PERMIT RESUBMITTAL A Docusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194 BRODERICK ROAD 5.0' P.U.E.[39 RSM 49-50][2923 O.R. 375]RAILWAY EASEMENT [2722 O.R. 202]N 50°15'00" W395.20'R=392.24'D=35°23'10"L=242.25'S 39°00'24" E113.87'R=2658.69'D=11°14'36"L=521.72'N 39°45'00" E 100.00' N 39°45'00" E 90.68'[Doc No. 2019-110479]GRANT DEED2.000± ACRESN 50°15'00" W25.00'LX S 39°45'00" W 232.56' NOMURA AND COMPANY INCLANDS OFSAN FRANCISCO BAY AREA R T D LANDS OF5.0' P.U.E.[39 RSM 49-50]FND 3/4" I.P.W/ TAG & TACKIN MON WELLPOST INDICATOR VALVEBACK FLOW PREVENTERCATCH BASIN / DROP INLETWATER METERFIRE DEPARTMENT CONNECTIONFENCEPROPERTY LINELEGENDRECORD INFORMATION W/ REFERENCEGASOVERHEADSANITARY SEWERRETAINING WALLSIGNVALVEFIRE HYDRANTFOUND MONUMENT AS NOTEDCENTERLINEEASEMENTUTILITY POLE W/ GUY WIRESANITARY SEWER MANHOLESTORM DRAINWATERADJACENT PROPERTY LINESTORM DRAIN MANHOLEGAS METERBUILDING LINE W/ DOORTRANSFORMERABBREVIATIONSCLEAN OUT(100.00')EDGE OF PAVEMENTFOUND IRON PIPE OR AS NOTEDUTILITY BOX (SIZE VARIES)STREET LIGHTFLAG POLEAPPROX. FLOOD ZONE BOUNDARYLIGHTNORTHsbarber@barbersurveying.comSHANE R. BARBER, L.S. 9097PREPARED BY OR UNDER THE SUPERVISION OFDATECONCRETEINDEX CONTOURCONTOURCURBTREE W/ SIZE AND ELEVATIONCURB & GUTTERSPOT ELEVATION0Scale 1" = ft20204060NOTES1.All distances shown hereon are in U.S. Survey feet and decimals thereof.2.This boundary and easements shown on this survey was based solely on the followingrecorded documents:Grant Deed filed for record on December 26, 2019 as Document No. 2019-110479,Official Records of San Mateo County.No liability is assumed for matters of record not shown on said document that may affectthe boundary lines, exceptions, or easements affecting the property.3.The types, locations, sizes and/or depths of existing underground utilities as shown on thistopographic survey were obtained from sources of varying reliability. The contractor iscautioned that only actual excavation will reveal the types, extent, sizes, locations anddepths of such underground utilities. (A reasonable effort has been made to locate anddelineate all unknown underground utilities.) However, the surveyor can assume noresponsibility for the completeness or accuracy of its delineation of such undergroundutilities which may be encountered, but which are not shown on these drawings.4.A.P.N.:025-166-1105.Basis of Bearings:The bearing of South 39°45' West taken on the centerline of Broderick Road as shown onthat certain Map entitled "Unit No. 1 Millsdale Industrial Park" filed for record on August 16,1954 in Volume 39 of Maps at Pages 49 and 50, San Mateo County Records was takenas the Basis of all Bearings shown hereon.6.Benchmark:NGS CORS Station: "CAPO":Elevation: 39.979 feet (GPS Oberserved) (Datum) NAVD 19887.Flood Zone Note:The subject property is shown on the Federal Emergency Management Agency FloodInsurance Rate Map, Community Panel Number 065019 0132 F, dated April 05, 2019, asbeing located in Flood Zone "X";Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depthsof less than 1 foot or with drainage areas less than 1 square mile; and areas of protectedlevees from 1% annual chance flood.Information was obtained from the FEMA website (www.fema.gov) on June 27, 2025.BLBUILDINGDIDROP INLETDRDOORDSDOWNSPOUTEBELECTRIC BOXECABELECTRIC CABINETEPEDGE OF PAVEMENTEVELECTRIC VAULTFNCFENCEGRNGROUNDL/SLANDSCAPELIPLIP OF GUTTERPVPAVEMENTRERIM ELEVATIONRUDROLL UP DOORWBWATER BOXBDocusign Envelope ID: 5D0E2047-F399-408B-8858-3761FD01A194