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HomeMy WebLinkAboutE-15 Staff Report - 890 Promenade Project NIBAPPROVE THE PLANS AND SPECIFICATIONS FOR THE AZUSA LIBRARY MODERNIZATION PROJECT AND AUTHORIZE STAFF TO SOLICIT BIDS April 21, 2025 Page 3 CONSENT ITEM E-15 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL VIA: SERGIO GONZALEZ, CITY MANAGER FROM: NICO DE ANDA-SCAIA, DEPUTY CITY MANAGER DATE: APRIL 21, 2025 SUBJECT: APPROVAL OF PLANS AND SPECIFICATIONS FOR TENANT IMPROVEMENTS RELATED TO CITY-OWNED FACILITY AT 890 THE PROMENADE (PROMENADE AT CITRUS PROJECT CIP NO. 62519A) AND AUTHORIZATION FOR STAFF TO SOLICIT BIDS FOR CONSTRUCTION SERVICES BACKGROUND: The City of Azusa currently owns a ±8,206 square foot commercial facility located at 890 The Promenade. On February 1, 2022, the City of Azusa entered into a Lease Agreement with the Los Angeles County Metropolitan Transportation Authority (LA Metro) for use of the city-owned facility as System Security and Law Enforcement Offices to support the operation of the Metro A Line. In order to facilitate the intended use, LA Metro requested the City build-to-suit the premises per a mutually agreed upon space plan. Following a formal bid process on March 1, 2022, construction bids received had cost proposals above the estimated and approved budget for the Project. Per the Lease Agreement, LA Metro is responsible for funding all project-related costs beyond the City’s contribution limit, and therefore the Agency must approve the final project budget and bid assignment. On July 13, 2022, LA Metro provided the City a letter clarifying that they did not have CEO approval to increase the Project budget by the full amount required to cover cost increases at that time. Subsequently, on July 18, 2022, the Azusa City Council rejected all bids and proposals for the Project with the understanding of both parties that the Project would be re-bid at a future date. Most recently, LA Metro representatives have reaffirmed their desire to move forward with this project, and in August 2024, the City Council approved a Professional Services Agreement (PSA) with Studio T-SQ2 Inc. for a redesign of tenant improvements for the facility based on LA Metro’s needs. Studio T-SQ2 Inc. has now completed the design package including construction plans and specifications, and these are acceptable for bid solicitation. The proposed action authorizes staff to solicit a Notice Inviting Bids (NIB) for tenant improvement construction services for the facility, Approved City Council April 21, 2025 Notice Inviting Bids – 890 Promenade Project April 21, 2025 Page 3 subject to minor modifications. Staff will return at a later date for approval related to purchase and installation of furniture, fixtures and equipment related to this project. RECOMMENDATIONS: Staff recommends that the City Council take the following actions: 1) Approve the Construction Plans and Specifications for the Promenade at Citrus Project (CIP Project #62519A); and 2) Authorize staff to solicit a Notice Inviting Bids for construction services related to tenant improvements for this Project, subject to non-substantive changes. ANALYSIS: Following discussions with LA Metro representatives, the facility’s construction will include a phasing of the project. Earlier this year, the City renovated Bays 4-5 (of 6 total bays) as part of ‘Phase 0’ for use as temporary office spaces by LA Metro security personnel in anticipation of a larger comprehensive build-out of the facility. LA Metro personnel began operating out of the renovated bays in March 2025. ‘Phase 1’, which is up for Council approval and included in the construction plans and specifications as part of this report, will include tenant improvements to a majority portion of Bays 1-3 (of 6 total bays) for use by LA Metro Transit Security personnel. The proposed improvements will include an internal reconfiguration for individual offices, briefing and conference rooms, lockers, storage areas, and a primary entrance along the southern portion of the building. Additionally, security perimeter fencing and an electric entrance gate are included as part of this phase. It is intended that future phase construction include the build-outs of the remaining bays for LA Metro Contract Security and Ambassador Program personnel – however the timeline for these improvements are dependent on LA Metro’s budget and Board direction. Per the negotiated terms with LA Metro, the City’s contribution limit toward this project of $30 per square foot has already been expended. Any remaining and future project-related costs are the responsibility of LA Metro. Additionally, the City continues to collect lease payments since January 1, 2023. At present, this amount is approximately $12,145 per month ($1.48/sf) with a 3% annual escalator. Upon tenant occupancy of the renovated bays in March 2025, LA Metro is also responsible for reimbursement of costs associated with operating the facility (also referred to as NNN operating expenses). Over the past several months, the City’s design consultant, Studio T-SQ2 Inc., along with LA Metro and city staff have worked together to develop the project’s design plans, specifications, and construction documents. Upon Council authorization, Staff will solicit a Notice Inviting Bids (NIB) for tenant improvement construction services for the facility, subject to minor modifications. Staff will return separately at future Council meetings to award the construction contract for ‘Phase 1’ of this project, and for approval of purchase and installation of FF&E. Notice Inviting Bids – 890 Promenade Project April 21, 2025 Page 3 ENVIRONMENTAL CLEARANCE: This action is categorically exempt from the requirements of the California Environmentally Quality Act (CEQA) pursuant to Section 15301 Class 1 (a) – Interior or Exterior Alterations. Before the contract is awarded, staff will file a Notice of Exemption with the Los Angeles County Clerk’s Office. FISCAL IMPACT: There is no fiscal impact to the City associated with the subject action(s). Staff will return to the City Council to award a contract. Per the existing lease terms with LA Metro, any necessary future changes to the budget will be pending LA Metro approval. Prepared by: Reviewed by: Nico De Anda-Scaia Robert Delgadillo, P.E. Deputy City Manager Director of Public Works/City Engineer Fiscal Impact Review by: Reviewed and Approved by: Talika M. Johnson Sergio Gonzalez Director of Administrative City Manager Attachments: 1) Project Plans and Specifications 2) Contract Documents and Specifications Bid Package – Tenant Improvements 3) Bid Addendum - Add-Alternates DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 0 9 A M SHEET INDEX AND PROJECT INFORMATION 24017A 01/30/2025 Author A-001 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 PROJECT INFORMATION VICINITY MAP PROJECT DESCRIPTION: THE PROJECT IS A TENANT IMPROVEMENT RENOVATION OF AN EXISTING BUILDING. THE NEW PROPOSED SPACE WILL INCLUDE OFFICE SPACES, BRIEFING ROOM, CONFERENCE ROOM, KITCHENETTE AND SHOWER/LOCKER ROOMS FOR MTA. ALL EXISTING INTERIOR WALLS WITHIN THE SCOPE OF WORK AREA WILL BE REMOVED AND A NEW PERIMETER FENCE WITH VEHICULAR GATE WILL BE ADDED AS WELL. PROJECT ADRESS: 890 THE PROMENADE AZUSA CA. 91702 LEGAL DESCRIPTION: APN: 8625-056-900 LOT 7 OF TRACT 74154 in the City of Azusa, County of Los Angeles, State of California, as per map recorded in Book 1398, Pages 57-62, in the Office of the County Recorder of said County. LOT AREA: 1.09 AC BUILDING GROSS AREA: A = 8,206 SQ. FT. SCOPE OF WORK AREA = 3,595 SQ FT OCCUPANCY CLASSIFICATION AND AREA: BUSINESS GROUP B -2,086 SF ASSEMBLY GROUP A - 721 SF ZONING: SPECIAL PURPOSE ZONE BUILDING HEIGHT: H-= 28FT. NUMBER OF STORIES: 1 FIRE SPRINKLERS: (E) RISER AND MAINS TO REMAIN; NEW DISTRIBUTION DESIGN TO BE DESIGN-BUILD AND DEFERRED SUBMITTAL SHEET INDEX BUILDING 1. 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 2. 2022 CALIFORNIA BUILDING CODE 3. 2022 CALIFORNIA FIRE CODE 4. 2022 CALIFORNIA ELECTRICAL CODE 5. 2022 CALIFORNIA MECHANICAL CODE 6. 2022 CALIFORNIA PLUMBING CODE 7. 2022 CALIFORNIA ENERGY CODE 8. 2022 CALIFORNIA GREEN BUILDING STANDARD CODE 9. NFPA 13 2022 EDITION -FULLY SPRINKLERED RELEVANT CODES: THIS PROJECT SHALL CONFIRM WITH: (1.1)-THE APPLICABLE CODES: CONSTRUCTION TYPE: PER CBC SECTION 602.1 1. EXISTING SHELL: TYPE VB 2. NEW INTERIOR: TYPE VB USE AND OCCUPANCY CLASSIFICATION: 1. OCCUPANCY:GROUP B BUSINESS OLF:150 GROSS ALLOWABLE BUILDING AREA: PER CBC TABLE 506.2 1. TYPE VB (B OCCUPANCY):36,000 SF (WITHOUT FRONTAGE INCREASE) ACCESSORY OCCUPANCIES: PER CBC 508.2.4 NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANCY, AS LONG AS THE ACCESSORY OCCUPANCY OCCUPIES LESS THAN 10% OF THE FLOOR AREA. EGRESS: PER CBC CHAPTER 10 1. B OCCUPANCY < 50 OCC: SINGLE EXIT FROM SPACE WITH 100' MAX. COMMON PATH OF TRAVEL. 2. B OCCUPANCY > 50 OCC: TWO EXITS MIN. 3. SEE EGRESS PLAN FOR MORE INFORMATION AREA OF REFUGE: 1. NOT REQUIRED IN BUILDINGS AND FACILITIES EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM PER NFPA INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELMENTS: PER TABLE 601 1. TYPE VB -0 HOURS FOR WALLS, FLOORS, AND ROOF 2. SHAFT ENCLOSURES -1 HOUR FOR BUILDING WITH LESS THAN 4 STORIES (PER CBC 713.4) ON SITE PARKING SCHEDULE Type Comments Type Count ACCESSIBLE STANDARD ACCESSIBLE STANDARD 9'-0" x 20'-0" 1 ACCESSIBLE VAN ACCESSIBLE VAN 9'-0" x 20'-0" 1 STANDARD <varies>27 Grand total: 29 PARKING REQUIRED: PER AZUSA MUNICIPAL CODE 88.36.050 1. OFFICES -BUSINESS AND SERVICE: 1 SPACE PER 300 GSF, 4 SPACES MIN. 2. ACCESSIBLE PARKING: FOR 26-50 STALLS PROVIDED ON SITE -2 ACCESSIBLE STALLS MIN. REQUIRED, OF WHICH 1 SHALL BE VAN ACCESSIBLE CLIENT: CITY OF AZUSA 213 E. FOOTHILL BLVD. AZUSA, CA 91702 CONTACT PERSON:NICO DEANDA-SCAIA 626-812-5178 ARCHITECT: STUDIO T-SQ, INC. 115 PINE AVE, SUITE 425 LONG BEACH, CALIFORNIA 90802 CONTACT: CHRIS BYSTEDT 562-436-3624 CIVIL ENGINEER: NO CIVIL ENGINEER LANDSCAPE ARCHITECT: NO LANDSCAPE ARCHITECT STRUCTURAL ENGINEER: NO STRUCTURAL ENGINEER MEP ENGINEERS: GOUVIS ENGINEERING CONSULTING GROUP INC. 4400 CAMPUS DRIVE NEWPORT BEACH, CA 92660 CONTACT PERSON: - 949-752-1612 SOILS ENGINEER: NO SOIL ENGINEER FIRE SPRINKLERS (DEFERRED SUBMITTAL): SHELTON FIRE PROTECTION CO., INC 22745 LA PALMA AVE. YORBA LINDA, CA 92887 CONTACT: KYLE ESTES, 714-692-3573 EXT.103 PROJECT DIRECTORY T.I. FOR LA METRO SSO 890 THE PROMENADE AZUSA CA. 91702 TENANT IMPROVEMENT FOR LA METRO SSO SHEET INDEX Sheet Number Sheet Name 0 - GENERAL A-001 SHEET INDEX AND PROJECT INFORMATION A-002 GENERAL & SECURITY NOTES, SYMBOLS & ABBREVIATIONS A-003 FIRE NOTES A-004 CALGREEN NOTES A-005 CALGREEN NOTES A-006 CALGREEN NOTES A-007 CALGREEN NOTES A-008 CONSTRUCTION NOTES A-009 CONSTRUCTION NOTES A-090 ACCESSIBILITY NOTES - GENERAL, SITE, AND ACCESSIBLE ROUTE A-090A ACCESSIBILITY DETAILS - SITE A-090B ACCESSIBILITY DETAILS - ACCESSIBLE ROUTE A-091 ACCESSIBILITY NOTES - BUILDING SPACES A-091B ACCESSIBILITY DETAILS - RESTROOM AND SHOWER A-092 ACCESSIBILITY NOTES - BUILDING ELEMENTS A-092A ACCESSIBILITY DETAILS - BUILDING ELEMENTS A-093 ACCESSIBILITY NOTES - SIGNAGE A-093A ACCESSIBILITY DETAILS & STANDARDS - SIGNAGE 1 - ARCHITECTURAL A-100 SITE PLAN A-101 EGRESS PLAN / OCCUPANCY CALC A-102 ACCESSIBILITY PLAN A-110 BUILDING PLAN - DEMOLITION A-111 BUILDING PLAN - RENOVATION A-112 REFLECTED CEILING PLAN A-113 ROOF PLAN A-200 ENLARGED PLANS A-300 FINISH PLAN A-301 FINISH SCHEDULE A-302 FIXTURE PLAN A-400 EXTERIOR ELEVATIONS A-500 FEMALE LOCKER - INTERIOR ELEVATIONS A-501 MALE LOCKER - INTERIOR ELEVATIONS A-502 INTERIOR ELEVATIONS A-503 INTERIOR ELEVATIONS A-504 ENLARGED PLANS & INTERIOR ELEVATION A-600 SECTIONS A-601 SECTIONS A-700 DOOR SCHEDULES A-701 STOREFRONT SCHEDULE A-900 DETAILS A-901 DETAILS A-902 DETAILS A-903 DETAILS 2 - MECHANICAL SITE 1. AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKER'S COMPENSATION INSURANCE CERTIFICATE. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND AND WATER. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 2. SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL BE NOTIFIED IN ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION, ADDITION, AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE DIAMOND BAR,CA (909) 396-2000 BE ADVISED, SCAQMD MAY REQUIRE A 10 DAY WAIT PERIOD PRIOR TO START OF WORK. 3. THE ISSUANCE OF PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. ADDITIONAL NOTES 4. SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC WAY. SHEET INDEX Sheet Number Sheet Name M-0.1 GENERAL NOTES M-0.2 LEGENDS M-0.3 EQUIPMENT SCHEDULES M-2.1 BUILDING - FLOOR PLAN M-2.2 BUILDING - ROOF PLAN MD-1 DETAILS MD-2 DETAILS 3 - ELECTRICAL E-0.1 SHEET INDEX & GENERAL NOTES E-0.2 ABBREVIATIONS & SYMBOL LIST E-0.3 DETAILS E-0.4 SINGLE LINE DIAGRAM & LIGHTING CONTROLS E-0.5 PANEL SCHEDULES E-1.1 SITE PLAN E-2.0 DEMOLITION PLAN E-2.1 BUILDING LIGHTING PLAN E-2.2 BUILDING POWER PLAN E-2.3 BUILDING ROOF PLAN E-3.1 NORMAL PHOTOMETRIC - BUILDING PLAN E-3.2 EGRESS PHOTOMETRIC - BUILDING PLAN E-3.3 LIGHTING SPECIFICATIONS E-3.4 LIGHTING SPECIFICATIONS E-4.0 TITLE 24 - INDOOR FORMS 4 - PLUMBING P-0.1 GENERAL NOTES & SHEET INDEX P-0.2 MATERIAL, FIXTURE SCHEDULES AND CALCULATIONS P-0.3 MATERIAL, FIXTURE SCHEDULES AND CALCULATIONS P-2.1A BUILDING - FLOOR PLAN - COLD / HOT WATER AND NATURAL GAS P-2.1B BUILDING - FLOOR PLAN - WASTE AND VENT PIPING CONDENSATE P-2.2 ROOF PLAN - VENT THRU ROOF P-D.1 DETAILS 5 - FIRE PROTECTION FP-1 PIPING PLAN FP-2 CEILING RCP 6 - TITLE 24 T24-MM MANDATORY MEASURES FORMS T24-1 ENERGY COMPLIANCE FORMS DEFERRED SUBMITTALS 1. SIGNAGE 2. SITE FENCE AND GATE 3. FIRE SPRINKLERS 4. LOW VOLTAGE SYSTEM (SECURITY CAMERA, ACCESS CONTROL) 5. METAL FRAMING 1 1 PLUMBING FIXTURE CALCULATION PLUMBING FIXTURE COUNT: PER CPC 422 & TABLE 422.1 THE MINIMUM NUMBER OF FIXTURES SHALL BE CALCULATED AT 50 PERCENT MALE AND 50 PERCENT FEMALE BASED ON THE TOTAL OCCUPANT LOAD. TOTAL OCCUPANCY LOAD: 79 OCCUPANTS/ 2 = 39.5 40 MEN & 40 FEMALE MALE FIXTURE COUNT: 40 MEN 1. WATER CLOSETS:1: 1-50 2. URINALS:1: 1-100 3. LAVATORIES:1: 1-75 FEMALE FIXTURE COUNT: 40 FEMALE 1. WATER CLOSETS:3: 31-50 2. URINALS:N/A 3. LAVATORIES:1: 1-50 DRINKING FOUNTAIN/FACILITIES:1: 1-150 MALE FIXTURE COUNT PROVIDED 1. WATER CLOSETS:1 2. URINALS:1 3. LAVATORIES:2 FEMALE FIXTURE COUNT PROVIDED 1. WATER CLOSETS:3 2. URINALS:0 3. LAVATORIES:2 DRINKING FOUNTAIN/FACILITIES:1 PROVIDED AT KITCHENETTE1 2 DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 2 Design Updates #1 01/30/25 DR A F T 101 A101 0 ? Name Elevation Room name 101 150 SF 1 1 A101 SIM 1 A101 SIM R @ 7 1/2"20 A.#.# 00 DETAIL REFERENCE DOOR TAG ELEVATION MARK - EXTERIOR ELEVATIONS ELEVATION MARK - INTERIOR ELEVATIONS GRID HEAD CIRCLE KEYNOTE ELEVATION/DATUM TAG NORTH ARROW REVISION TAG ROOM TAG BUILDING SECTION WALL SECTION STAIR RUN TAG WALL TAG WINDOW TAG ENTRY/ EXIT LOCATION CEILING TAG STOREFRONT TAG N TRUE NORT H E S W A101 1 SIM 1' - 0" A101 1 Ref 1 Re f 1 Ref 1 Re f 1Ref ST 001 1 Ref 1Re f 1 Re f 1 Ref 101 A101 0 ? Name Elevation Room name 101 150 SF 1 1 A101 SIM 1 A101 SIM R @ 7 1/2"20 A.#.# 00 DETAIL REFERENCE DOOR TAG ELEVATION MARK - EXTERIOR ELEVATIONS ELEVATION MARK - INTERIOR ELEVATIONS GRID HEAD CIRCLE KEYNOTE ELEVATION/DATUM TAG NORTH ARROW REVISION TAG ROOM TAG BUILDING SECTION WALL SECTION STAIR RUN TAG WALL TAG WINDOW TAG ENTRY/ EXIT LOCATION CEILING TAG STOREFRONT TAG N TRUE NORT H E S W A101 1 SIM 1' - 0" A101 1 Ref 1 Re f 1 Ref 1 Re f 1Ref ST 001 1 Ref 1Re f 1 Re f 1 Ref Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 1 A M 1/8" = 1'-0" GENERAL & SECURITY NOTES, SYMBOLS & ABBREVIATIONS 24017A 01/30/2025 Author A-002 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 ABBREVIATIONS SYMBOLSNOTES - GENERAL #DESCRIPTION VIEW CODE CITY/ LOCAL GENERAL G1 THESE DOCUMENTS ARE THE PROPERTY OF STUDIO T-SQ, INC. AND ARE NOT TO BE USED FOR ANY OTHER THAN THE LOCATION SHOWN HEREON. NO CHANGES ARE TO BE MADE ON THESE DOCUMENTS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT OR ENGINEER WHOSE SIGNATURE APPEARS HEREON. G2 WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODE AS ADOPTED BY THE CITY OF AZUSA, CALIFORNIA AND ALL OTHER GOVERNING AUTHORITIES HAVING JURISDICTION: (2022 CALIFORNIA BUILDING CODE) G3 HORIZONTAL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF CONCRETE MASONRY UNITS, CENTERLINE OF COLUMNS AND BEAMS, OR FACE OF STUDS, UNLESS OTHERWISE NOTED. DIMENSIONS ARE TO TOP OF CONCRETE SLAB OR TOP OF INTERIOR PAVING UNLESS OTHERWISE NOTED. G4 ALL VERTICAL DIMENSIONS SHOWN TO TOP OF SLAB UNLESS NOTED OTHERWISE. G5 DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR, AND REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. G6 DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO BIDDING AND START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING WORK. G7 THE CIVIL, LANDSCAPE, JOINT TRENCH, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH INSTALLATION OF CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. SHOULD THERE BE ANY DISCREPANCIES BETWEEN THE ARCHITECTURE AND THE CONSULTING ENGINEER'S DRAWINGS AND SPECIFICATIONS THAT WOULD CAUSE A CONFLICT, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER OR ARCHITECT. G8 SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING ABBREVIATIONS OR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. G9 THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. G10 FOR REQUIRED OCCUPANCY SEPARATION, SEE CODE SUMMARY IN: A-001 G11 FOR GENERAL ACCESSIBILITY STANDARDS AND DETAILS, SEE:A-090 - A-093 G12 SEE DOOR AND WINDOW SCHEDULES FOR INFORMATION AND REQUIREMENTS FOR FIRE RATED OPENINGS, INCLUDING FIRE RATED DOORS AND WINDOWS. A-700 & A-701 G13 FOR WALL ASSEMBLY DETAILS, SEE:A-900 G14 REFER TO MECHANICAL, ELECTRICAL, PLUMBING PLANS FOR ADDITIONAL INFORMATION. G15 ROOM NUMBERING IS FOR CONSTRUCTION PURPOSES ONLY, VERIFY EXACT NUMBERS WITH OWNER PRIOR TO FABRICATING ROOM IDENTIFICATION SIGNAGE. G16 VERIFY LOCATION OF KNOX BOX WITH FIRE DEPARTMENT PRIOR TO INSTALLING, SEE ELECTRICAL AND LOW VOLTAGE DRAWINGS FOR BUILDING SECURITY SYSTEMS, SUCH AS CARD READERS AND CALL BOXES. G17 LEVEL 1 REFERS TO THE EXISTING CONCRETE SLAB FINISH G18 SEE FINISH PLAN AND SCHEDULE FOR FLOOR PLAN FINISHES.A-300 & A-301 G19 SEE THE FOLLOWING FOR TYPICAL INTERIOR & ASSEMBLY PENETRATION DETAILS INCLUDING RECESSED LIGHT FIXTURES, FIRE EXTINGUISHER CABINETS, ETC.: 13-16/A-900 NOTES - SECURITY #DESCRIPTION VIEW CODE CITY/ LOCAL 0-GENERAL SC-G1 PARKING STRUCTURES OVER TEN VEHICLES REQUIRE ONE FOOTCANDLE LIGHTING DURING BUSINESS HOURS SC-G2 EXTERIOR LIGHTING AT ALL EXIT DOORS TO BE A MINIMUM OF ONE FOOTCANDLE SC-G3 GLAZED OPENINGS WITHIN 40” OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION SHALL BE FULLY TEMPERED GLASS. 1-DOORS SC-D1 SWINGING DOORS. a. WOOD DOORS SHALL BE SOLID CORE 1 ¾” THICK, UNLESS INDICATED OTHERWISE. b. HOLLOW STEEL DOORS SHALL BE 16 GA. THICK WITH EXTRA REINFORCING AROUND LOCK TO PREVENT COLLAPSING. c. GLASS DOORS SHALL BE FULLY TEMPERED GLASS. d. DOOR STOPS ON IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. e. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE WHEN THE DOOR IS CLOSED, SHALL HAVE NON-REMOVABLE HINGE PINS. f. THE STRIKE PLATE FOR LATCHES ON ALL WOOD FRAME DOORS SHALL BE 16 GA. STEEL AND SECURED TO THE JAMB WITH TWO SCREWS MIN. 2 ½” IN LENGTH. g. DOOR JAMBS SHALL BE INSTALLED WITH SOLID BACKING BETWEEN JAMB AND FRAME FOR VERTICAL DISTANCE 6” EACH SIDE OF THE STRIKE. h. FRAMING HORIZONTAL BLOCKING REQUIRED BETWEEN STUDS AT DOOR LOCK HEIGHT FOR 3 STUD SPACES EACHSIDE OF DOOR OPENING. JAMBS SHALL HAVE SOLID BLOCKING AGAINST SOLE PLATES SC-D2 DEADBOLTS SHALL CONTAIN HARDENED INSERTS. SC-D3 DEADBOLTS SHALL HAVE A MIN. THROW OF 1” AND A MIN. EMBEDMENT OF ¾” SC-D4 CYLINDER GUARDS SHALL BE ATTACHED WITH ¼” CONNECTING SCREWS AND SHALL BE INSTALLED WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. SC-D5 DOUBLE DOORS SHALL HAVE METAL FLUSH BOLTS WITH MIN. 5/8” EMBEDMENT TOP AND BOTTOM, ATTACHING INACTIVE LEAF TO DOOR FRAME. SC-D6 DOUBLE DOORS REQUIRE .325” THICK MIN.L X 2” WIDE ASTRAGAL COVERING OPENING BETWEEN DOORS AND ATTACHED TO OUTSIDE SURFACE OF ONE DOOR. SC-D6 ALL PATIO DOORS SHALL HAVE LOCKS. SLIDING WINDOWS SHALL BE EQUIPPED WITH DRILL PIN SCREWS OR DOWELS TO PREVENT OPENING FROM THE OUTSIDE. A/C AIR CONDITIONING AB ANCHOR BOLT ABV ABOVE AC ASPHALT CONCRETE ACOUS ACOUSTICAL AD AREA RAIN ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AGG AGGREGATE AL ALUMINUM ALT ALTERNATE ANOD ANNODIZED ANT ANTENNA AOR AREA OF REFUGE APPRO X APPROXIMATE ARCHL ARCHITECTURAL ASPH ASPHALT BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLKG BLOCKING BLW BELOW BM BEAM BOT BOTTOM BRG BEARING BTU BRITISH THERMAL UNIT BTWN BETWEEN C CHANNEL SHAPE (STEEL) SEE STRUCTURAL CAB CABINET CARP CARPET CB CATCH BASIN CEM CEMENT CER CERAMIC CG CORNER GUARD CIP CAST IN PLACE CJ CEILING JOIST CLG CEILING CLKG CAULKING NOTES - GENERAL #DESCRIPTION VIEW CODE CITY/ LOCAL G20 THE TERMS GYP BD AND TYPE "X" BYP BD REFER TO FIRE RESISTANT GYPSUM BOARD, ABUSE RESISTANT GYPSUM BOARD, IMPACT RESISTANT BOARD, COATED GLASS MAT WATER-RESISTANT GYPSUM BACKER BOARD, OR GYPSUM BACKING BOARD. INSTALL IN ACCORDANCE WITH RECOMMENDATIONS OF GA 216. SEE THE INTERIOR ELEVATIONS FOR LOCATIONS AND HEIGHTS OF ABUSE RESISTANT GYPSUM BOARD AND IMPACT RESISTANT GYPSUM BOARD. USE COATED GLASS MAT WATER-RESISTANT GYPSUM BOARD AND IMPACT RESISTANT GYPSUM REQUIRING WALL TILE. GYPSUM BACKING BOARD MAY BE USED AS THE BASE LAYER IN LOCATIONS REQUIRING A DOUBLE LAYER OF GYP BD. USE FIRE RESISTANT GYPSUM BOARD IN ALL OTHER LOCATIONS. G21 THE TERMS "HOT, FLUID APPLIED WATERPROOFING ASSEMBLY" AND "HOT RUBBERIZED ASPHALT" ARE SYNONYMOUS AND USED INTERCHANGEABLY THROUGH THE CONSTRUCTION DOCUMENT DRAWINGS. G22 "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. G23 "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. G24 COLUMN CENTERLINES (ALSO REFERRED TO AS GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. (RE: BASE BUILDING DRAWINGS EXACT LOCATION.) G25 DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. G26 ALL PARTITION LOCATIONS, DIMENSIONS AND TYPES, ALL DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT, NOTIFY OWNER AND/OR TENANT CONSTRUCTION COORDINATOR; PARTITION PLAN SUPERSEDES OTHER PLANS. G27 DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE NOTED. G28 THE TERM "ARCHITECT" OR "DESIGNER" AS USED IN THESE DOCUMENTS REFERS TO STUDIO T-SQUARE 2. G29 THE ARCHITECTS SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. G30 THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING DEMOLITION AND/OR CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER OR ARCHITECT. G31 THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. G32 ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER AND TENANT. G33 THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE SUPPLEMENTARY TO ARCHITECTURAL CONSTRUCTION DRAWINGS. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. G34 THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. CLO CLOSET CLR CLEAR CNTER COUNTER CO CASED OPENING COL COLUMN COMP COMPOSITION CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACT CORR CORRIDOR CR CORROSION RESISTANT CSMT CASEMENT CTR CENTER CTSK COUNTERSUNK DBL DOUBLE DEPT DEPARTMENT DF DRINKING FOUNTAIN DG DUAL GLAZING DH DOUBLE HUNG DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DN DOWN DR DOOR DS DOWNSPOUT DSP DRY STANDPIPE DTL DETAIL DU DWELLING UNIT DWG DRAWING DWR DRAWER E EAST EA EACH EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EP ELECTRICAL PANEL EQ EQUAL EQPT EQUIPMENT EWC ELECTRICAL WATER COOLER EXH EXHAUST EXP EXPANSION EXPO EXPOSED EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FBRGL FIBERGLASS FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FF FINISH FLOOR OR FACTORY FINISH FG FINISH GRADE FHC FIRE HOSE CABINET FHWS FLATHEAD WOOD SCREW FIN FINISH FJ FLOOR JOIST FLASHG FLASHING FLR FLOOR FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FPRF FIREPROOF FRMG FRAMING FTG FOOTING FURR FURRING FUT FUTURE FWP FLAT WALL PANELING FXD FIXED GA GAUGE GALV GALVANIZED GB GRAB BAR GD GARBAGE DISPOSAL GI GALVINIZED IRON GL GLASS GND GROUND GR GRADE GYP GYPSUM GYP BD GYPSUM WALL BOARD HB HOSE BIB HC HOLLOW CORE HDR HEADER HDWD HARDWOOD HGT HEIGHT HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HTG HEATING HVAC HEATING, VENTILATION, AIR CONDITIONING ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR INTM INTERMEDIATE JAN JANITOR JST JOIST JT JOINT LAM LAMINATE LAV LAVATORY LB LAG BOLT LBS POUNDS LKR LOCKER LT LIGHT LTWT LIGHT WEIGHT LVR LOUVER M M-SHAPE MAX MAXIMUM MB MACHINE BOLT MC MACHINE CABINET MECH MECHANICAL MEMB MEMBRANE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL MUL MULLION N NORTH NAT NATURAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OHC OVERHEAD CABINET OHD OVERHEAD OPNG OPENING OPP OPPOSITE P PAINT PBD PARTICLE BOARD PCC PRECAST CONCRETE PFT PORCELAIN FLOOR TILE PL PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER PLT PLATE PLUMB PLUMBING PLY PLYWOOD PNL PANEL PR PAIR PRCST PRE-CAST PREFAB PRE-FABRICATED PT POINT PTD PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISPENSER & RECEPTACLE PTN PARTITION PTR PRESSURE TREATED PTR PAPER TOWEL RECEPTICAL PV/MT PAVEMENT PWT PORCELAIN WALL TILE QT QUARRY TILE R RISER RAD RADIUS RAG RETURN AIR GRILLE RD ROOF DRAIN RDWD REDWOOD RE REFRIGERATOR REF REFERENCE REG REGULAR REINF REINFORCED REQ REQUIRED RES RESILIENT REV REVISION RFG ROOFING RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RTN RETURN RWL RAIN WATER LEADER S SOUTH S&P SHELF & POLE SAF SELF ADHESIVE FLEXIBLE FLASHING SC SOLID CORE SCD SEE CIVIL DRAWINGS SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SED SEE ELECTRICAL DRAWINGS SF SQUARE FEET SGE SEMI-GLOSS ENAMEL SH SHELF SHR SHOWER SHT SHEET SHTG SHEATHING SID SEE INTERIOR DRAWINGS SIM SIMILAR SKYLT SKYLIGHT SL SLOPE SLD SEE LANDCAPE DRAWINGS SLDG SLIDING SMD SEE MECHANICAL DRAWINGS SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPD SEE PLUMBING DRAWINGS SPEC SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL SSD SEE STRUCTURAL DRAWINGS STA STATION STC SOUND TRANSMISSION CLASS STCO STUCCO STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL SYN SYNTHETIC T TEMPERED T&G TONGUE & GROOVE TB TOWEL BAR TC TOP OF CURB TEL TELEPHONE TER TERRAZZO THK THICK TOC TOP OF CONCRETE TOP TOP OF PARAPET TOPLT TOP OF PLATE TOSHT G TOP OF SHEATHING TP TOP OF PAVEMENT TPD TOILET PAPER DISPENSER TSB THIN SET BRICK TV TELEVISION TW TOP OF WALL TYP TYPICAL UC UNDERCUT UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL VB VAPOR BARRIER VERT VERTICAL VEST VESTIBULE VG VERTICAL GRAIN VN VINYL VT VINYL TILE W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WF WIDE FLANGE WG WIRE GLASS WH WATER HEATER WI WROUGHT IRON WP WATERPROOF WRB WEATHER RESISTANT BARRIER WSCT WAINSCOT WT WEIGHT WWM WELDED WIRE MESH SYMBOLS IN TEXT # POUND OR NUMBER & AND (E) EXISTING (N) NEW CL CENTERLINE X BY DESCRIPTION DATE DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 1 A M FIRE NOTES 24017A 01/30/2025 Author A-003 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 NOTES - FIRE #DESCRIPTION VIEW CODE CITY/ LOCAL 1-GENERAL F1 FIRE AUTHORITY FINAL INSPECTION IS REQUIRED PRIOR TO BUILDING OCCUPANCY, APPROVAL IS SUBJECT TO A FIELD INSPECTION BY THE LOCAL FIRE DEPARTMENT. F2 INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING OF 75, STAIR WELL 25. F3 PROVIDE STAND-BY BATTERY POWER, LIGHT AND EMERGENCY SYSTEMS CONFORMING TO THE FIRE CODE. F4 BUILDING ADDRESS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS. NUMBERS SHALL BE 12” MIN. HEIGHT (OR AS REQUIRED BY LOCAL CODES) AND CONTRASTING COLOR AND VISIBLE FROM STREET. ADDITIONAL NUMBER ADDRESSES REQUIRED WHERE APPROPRIATE AT OTHER ENTRANCES. VERIFY WITH LOCAL FIRE DEPARTMENT FOR ADDITIONAL REQUIREMENTS. F5 FIRE DEPARTMENT REQUIREMENTS: A. PROVIDE “NO PARKING-FIRE LANE” SIGNS SHALL BE POSTED ALONG FIRE LANES AND CURBS SHALL BE PAINTED RED WITH THE WORDS: NO PARKING-FIRE LANE STENCILED IN WHITE ON THE TOP AND SIDE OF THE CURB. CONTACT APPROPRIATE AUTHORITY BELOW FOR SPECIFICATIONS AND APPLICATIONS. B. INSTALL AN APPROVED KEY LOCKBOX PER THE FIRE ENGINEER'S DIRECTION. CALL THE AUTHORITY BELOW FOR INSTRUCTION. C. THE BUILDING FIRE SPRINKLER STAND PIPE /SPRINKLER SYSTEM WILL BE SERVED BY ONE FDC, FDC WILL BE AVAILABLE TO PROVIDE SUPPLEMENTAL PRESSURE AND VOLUME TO THE SPRINKLER/STANDPIPE SYSTEM. THE SYSTEM MUST PROVIDE PRESSURE AND FLOW TO SUPPLY THE SPRINKLER SYSTEM WITHOUT THE AUGMENTATION OF PRESSURE OR VOLUME PROVIDED BY THE FDC. AT FDC, PROVIDE A METAL SIGN WITH RAISED LETTERS AT LEAST 1 INCH IN SIZE SERVING AUTOMATIC SPRINKLERS, STANDPIPES,OR FIRE PUMP CONNECTIONS. SUCH SIGN SHALL READ: AUTOMATIC SPRINKLERS OR STANDPIPES OR TEST CONNECTION OR A COMBINATION THERE OF AS APPLICABLE PER CODE (CBC 912.4 & 912.5) CONTACT THE BUILDING INSPECTION DIVISION F6 PROVIDE KEY BOXES FOR THE FIRE DEPARTMENT AT THE MAIN LOBBY ENTRANCE AND EXIT DOORS. F7 EXIT SIGNS, EMERGENCY LIGHTING, FIRE EXTINGUISHERS, FIRE DEPARTMENT KNOX BOX AND ADDRESS POSTING LOCATIONS TO BE FIELD VERIFIED / APPROVE BY FIRE INSPECTOR. F8 OWNER TO ENGAGE A THIRD PARTY SPECIAL INSPECTOR FOR PERIODIC SPECIAL INSPECTIONS TO ENSURE THAT THE PENETRATIONS IN FIRE RESISTANCE RATED ASSEMBLIES ARE IN CONFORMACE WITH THE RATING REQUIREMENTS AS NOTED. F9 EMERGENCY AND STANDBY POWER SYSTEMS SHALL BE DESIGNED TO PROVIDE REQUIRED POWER FOR 2-HR MIN. UNLESS SPECIFIED OTHERWISE AND SHALL CONSIST OF STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE SYSTEM SHALL BE IN ACCORDANCE WITH CODE A. CBC 1008.3) CODE A: (CBC 2702) F10 WHERE GYPSUM BOARD ENCLOSURES ARE REQUIRED TO RETAIN FIRE RATING, THEY SHOULD ONLY WRAP THE ITEM REQUIRED. THEY CANNOT EXTEND TO WRAP TWO OR THREE OF THE SAME ITEM. EACH MUST BE WRAPPED INDIVIDUALLY F11 FIRE RATED DOOR ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING: (INCLUDING BUT NOT LIMITED TO IDENTIFICATION OF FIRE DOORS; INSTALLATION OF FIRE DOORS, HARDWARE AND FRAMES CLOSING DEVICES). (CBC 716.2) F12 PROVIDE PERMANENT SIGNS WITH BRAILLE MOUNTED ON ALL DOORS WHICH PROVIDE ACCESS TO ANY OF THE LISTED EQUIPMENT OR CONTROLS. THE SIGNS SHALL BE WORDED AS FOLLOWS: [1] SPRINKLER CONTROL VALVE(S) [2] FIRE ALARM CONTROL PANEl [3] FIRE COMMAND ROOM [4] ELECTRICAL ROOM [5] ELECTRICAL PANEL [6] GAS VALVE F13 WHEN REQUIRED BY THE BUILDING OFFICIAL A SIGN SHALL BE DISPLAYED PERMANENTLY NEAR OR ON EACH REQUIRED FIRE DOOR IN LETTERS NOT LESS THAN 1" HIGH TO READ AS FOLLOWS; FIRE DOOR DO NOT OBSTRUCT. F14 SEE PROJECT INFORMATION FOR FIRE RATING OF DIFFERENT CONSTRUCTION TYPES. F15 INTERIOR WALL AND CEILING FINSHES SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF 200 (CLASS III). F16 INTERIOR WALL AND CEILING FINISHES FOR 2 HOUR EXIT CORRIDORS SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF BETWEEN 0 AND 25 (CLASS I). F17 CEILING TILES TO BE MINERAL FIBER WITH UL LABEL AND FLAME SPREAD RATING OF 25 OR LESS. F18 SUBMIT COMPLETE PLANS IN TRIPLICATED (3) TO ELECTRICAL DIVISION DEPARTMENT OF BUILDING AND SAFETY FOR THE ABOVE REQUIREMENTS, ONE TO BE DESIGNATED AS FIRE DEPARTMENT COPY. F19 COMMERCIAL DUMPSTERS OR CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN FIVE FEET OF COMBUSTIBLE WALLS, OPENINGS OR ROOF EAVES LINE UNLESS AREA CONTAINING DUMPSTERS ARE PROTECTED BY AN APPROVED SPRINKLER SYSTEM. FIRE CODE SECT. 1103.2.2 F20 STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SIRE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. F21 BUILDING(S) NOT APPROVED FOR HIGH-PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF THE STORAGE EXCEEDS 12 FEET IN HEIGHT, AND 6 FEET FOR GROUP "A" PLASTICS AND CERTAIN OTHER HIGH-HAZARD COMMODITIES). HIGH-PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH-PILED STORAGE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. F22 A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 2-FIRE ALARM F-FA1 PRIOR TO INSTALLATION OF FIRE ALARM SYSTEM, CONTACT THE LOCAL AUTHORITY FOR SUBMITTAL, REVIEW AND TESTING REQUIREMENTS. COUNTY OF LA FIRE DEPARTMENT F-FA2 FURNISH AND INSTALL AN APPROVED AUTOMATIC/MANUAL FIRE ALARM WARNING SYSTEM AS SPECIFIED AND INDICATED. FIRE ALARM TO BE AUDIBLE AND VISUAL AND HAS THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH THE FOLLOWING CODES. (CBC & CFC) F-FA3 MANUAL FIRE ALARM BOXES ARE NOT REQUIRED WHERE THE BUILDING IS EQUIPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH (CODE A). (CFC 907.2.9) (CBC 907.2.2) Code A: (CBC 903.3.1.1) F-FA4 THE SMOKE DETECTORS MUST BE CONNECTED WITH THE BUILDING'S FIRE ALARM SYSTEM.(CBC 907.2.10.5) F-FA5 EMERGENCY VOICE/ALARM COMMUNICATION SYSTEMS REQUIRED BY CODE SHALL BE DESIGNED AND INSTALLED ACCORDANCE WITH CODE A. IN OPERATION OF ANY AUTOMATIC FIRE DETECTOR, SPRINKER WATERFLOW DEVICE, OR MANUAL FIRE ALARM BOX SHALL AUTOMATICALLY SOUND AN ALERT TONE FOLLOWED BY VOICE INSTRUCTIONS GIVING APPROVED INFORMATION AND DIRECTIONS FOR A GENERAL OR STAGED EVACATUATION IN ACCORDANCE WITH BUILDNGS FIRE SAFETY AND EVACUATION PLANS REQUIRED BY CODE B. (CODE A: NFPA 72) (CODE B: CFC 404) F-FA6 SMOKE DETECTORS SHALL BE 110V, WITH A BATTERY BACKUP AND 10 YR BATTERY LIFE. THEY SHALL BE LOCATED IN EACH BEDROOM AND HALLWAY LEADING THERETO (CODE A: NFPA 72) (CODE B: CFC 404) F-FA7 SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED (CBC 907.2.10.5) 3-FIRE PROTECTION F-FP1 THE ENTIRE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM PER:(CBC) F-FP2 A BUILDING THAT IS TO BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM. SPRINKLER SYSTEM PLANS SHALL BE SUBMITTED TO THE LOCAL AUTHORITY OF JURISDICTION FOR APPROVAL PRIOR TO INSTALLATION. CONCURRENT PLANS SHALL BE SUBMITTED TO THE ARCHITECT AND MECHANICAL ENGINEER FOR REVIEW PRIOR TO FIRE MARSHAL APPROVAL. ANY CHANGES MADE TO ACCOMMODATE ARCHITECT, MECHANICAL ENGINEER OR FIELD CONDITIONS SHALL BE SUBMITTED TO THE LOCAL AUTHORITY OF JURISDICTION FOR FURTHER APPROVAL. SPRINKLER SYSTEMS SHALL COMPLY WITH FIRE LIFE SAFETY REPORT COUNTY OF LA FIRE DEPARTMENT F-FP3 FIRE SPRINKLER SYSTEM (PER CODE). PROVIDE AN AUTOMATIC FIRE SPRINKLER SYSTEM TO BE MONITORED BY A CENTRAL STATION MONITORING ALARM COMPANY. THIS MONITORING SHALL INCLUDE WATER FLOW INDICATORS, AND TAMPER SWITCHES ON ALL CONTROL VALVES. CONTACT THE LOCAL BUILDING DEPARTMENT FOR SUBMITTAL, REVIEW, AND TESTING REQUIREMENTS. a) THERE SHALL BE AN FDC LOCATED IN THE VICINITY OF THE DRIVEWAY OR AS OTHERWISE APPROVED BY THE FIRE DEPARTMENT (REFER TO CIVIL DRAWINGS). b) ALL PIPING WITHIN THE ATTIC AREAS SHALL BE METALLIC. THE ATTIC AREA AND ALL CONCEALED SPACES, AS REQUIRED PER CODE SHALL BE PROTECTED. (NFPA 13)COUNTY OF LA FIRE DEPARTMENT F-FP4 STANDPIPES SHALL BE PROVIDED a) AT EACH STAIRWELL AND EXTEND INTO THE GARAGE AREAS, REGARDLESS OF THE FLOOR TERMINATION OF THE STAIRWELL. HOSE CONNECTIONS SHALL BE LOCATED AT AN INTERMEDIATE FLOOR LEVEL LANDING BETWEEN FLOORS, UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL b) ON EACH SIDE OF THE WALL ADJACENT TO THE EXIT OPENING OF A HORIZONTAL EXIT, EXCEPT WHERE FLOOR AREAS ADJACENT TO THE HORIZONTAL EXIT ARE REACHABLE FROM EXIT STAIRWAY HOSE CONNECTIONS BY A 30-FOOT HOSE STREAM FROM A NOZZLE ATTACHED TO 100 FEET OF HOSE. c) ONE STAIRWELL IN EACH BUILDING SHALL EXTEND TO THE ROOF, AS SHALL THE STANDPIPE. d) ROOFTOP GARDENS/LANDSCAPED ROOFS SHALL HAVE A STAND PIPE CONNECTION EXTENDED TO THE LEVEL AT WHICH THE ROOF GARDEN/LANDSCAPED ROOF IS LOCATED. e) STANDPIPES SHALL BE WET OR IN COMBINATION WITH THE FIRE SPRINKLER SYSTEM. NOTES - FIRE #DESCRIPTION VIEW CODE CITY/ LOCAL F-FP5 SPRINKLER PROTECTION SHALL BE PROVIDED TO ALL GROUND FLOOR PATIOS OF BUILDINGS WHICH HAVE AUTOMATIC SPRINKLER SYSTEMS PROVIDED WHEN THERE IS A ROOM OR DECK ABOVE. ALL EXTERIOR CANOPIES AND DECKS ATTACHED TO OR WITHIN FIVE FEET OF THE BUILDING SHALL BE EQUIPPED WITH FIRE SPRINKERS. F-FP6 ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS, TANKS, WATER LEVELS AND TERMPERATURES, CRITICAL AIR PRESSURES, WATER FLOW SWITCHES ON ALL SPRINKLER SYSTEMS AND KITCHEN HOOD AND DUCT FIXED EXTINGUISHING SYSTEMS SHALL BE ELECTRICALLY SUPERVISED BY A LISTED FIRE ALARM CONTROL UNIT. F-FP7 IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM PER CODE A, UNPROTECTED OPENINGS ARE PERMITTED AT A DISTANCE GREATER THAN 20' FROM PROPERTY LINE, CENTERLINE OF STREET, ALLEY, PUBLIC WAY, OR ASSUMED PROPERTY LINE BETWEEN BUIDLINGS PER CODE B. CODE A: (CBC 903.3.1.1) CODE B: (CBC 705.8) F-FP8 FIRE EXTINGUISHERS SHALL BE INSTALLED IN SEMI- RECESSED CABINETS AS SHOWN ON PLAN (FEC) AT LOBBY & ON BUILDING PLANS. F-FP9 INSTALL ONE 2-A:10-B:C FIRE EXTINGUISHER FOR EVERY 75' OF TRAVEL OR EVERY 3,000 SQUARE FEET TO ALL PORTIONS OF THE BUILDING, AND IN ALL MECHANICAL AND ELECTRICAL ROOMS ON ALL FLOORS. FIRE EXTINGUISHER LOCATIONS ARE INDICATED ON THE ARCHITECTURAL FLOOR PLANS. (CCR TITLE 19-CHAPTER 3 & CBC 906) F-FP1 0 FIRE DOORS, FIRE WINDOWS, AND FIRE DAMPERS SHALL BE LABELED OR OTHERWISE IDENTIFIED AS TO THE FIRE PROTECTION RATING. FIRE DOORS AND WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTING. FIRE DAMPERS SHALL BE FABRICATED AND INSTALLED IN ACCORDING TO THEIR LISTING (CBC 716.2.9 & 716.3.5) F-FP1 1 SWINGING FIRE DOOR ASSEMBLIES INSTALLED ACROSS A CORRIDOR SHALL BE SMOKE-ACTIVATED AND AUTOMATIC CLOSING. ALL HOLD-OPEN DEVICES SHALL RELEASE DOORS UPON A POWER FAILURE AT THE DEVICE (CBC 716.2.6) F-FP1 2 DOOR OPENINGS WITHIN REQUIRED FIRE-RESISTIVE CORRIDOR ASSEMBLIES SHALL BE PROTECTED BY A MIN. 20-MINUTE RATED GASKET, OR GREATER, U.N.O., TIGHT-FITTING, SMOKE AND DRAFT CONTROL ASSEMBLY. (CBC 716.2.2) F-FP1 3 DOORS WITH GASKET FOR SMOKE AND DRAFT CONTROL SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOWED BY THE LETTER "S", THE NAME OF THE MANUFACTUREER AND THE IDENTIFICATION OF THE TESTING SERVICE. (CBC 714.4.1 - 714.4.3) F-FP1 4 PANIC HARDWARE TO MEET UL305 AND ALL FIRE EXIT HARDWARE TO MEET UL10C AND UL305. F-FP1 5 ALL OPENINGS IN FLOORS ARE REQUIRED TO BE ENCLOSED BY A SHAFT HAVING WALL, FLOOR, AND CEILING OF TWO (2) HOUR FIRE RESISTIVE CONSTRUCTION. REFERENCE 2-HOUR DETAILS ON WALL ASSEMBLIES SHEETS. (CBC 713.1) F-FP1 6 FIREWALLS, FIRE BARRIERS AND FIRE PARTITIONS, OR ANY OTHER WALLS REQUIRED TO HAVE PROTECTED OPENINGS AND PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING PER CODE A CODE A : CBC 703.7 F-FP1 7 PROVIDE INSULATION PER FED. SPEC. HH-I-52IE, TYPE III - FIRE RESISTANCE RATED WHERE EXPOSED IN THE EXTERIOR WALL OR AT THE CEILING PLENUM. F-FP1 8 PROVIDE FIRE EXTINGUISHERAS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR. F-FP1 9 REFER TO DRAWING ON ELECTRICAL NOTES FOR TYPICAL MOUNTING HEIGHT OF FIRE PROTECTION EQUIPMENT. F-FP2 0 MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHER SYSTEM, AS NEEDED, TO BE APPROVED BY BUILDING AND SAFETY FIRE DEPARTMENT PRIOR TO INSTALLATION. F-FP2 1 EXTEND OR MODIFY EXISTING FIRE/LIFE SAFETY SYSTEMS AS REQUIRED BY CODE. F-FP2 2 ALL SPRINKLER HEADS AT HARD-LID CEILINGS ARE TO BE FULLY RECESSED AND CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. F-FP2 3 ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 100 OR MORE. 5-EGRESS F-E1 EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES AND SHALL HAVE BE CONNECTED TO A SEPARATE EMERGENCY POWER SYSTEM (BACKUP BATTERY OR AN ON-SITE GENERATOR) TO ENSURE THE SIGN STAYS ILLUMINATED FOR NO LESS THAN 90 MINUTES IN CASE OF A PRIMARY POWER LOSS. THE EMERGENCY POWER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. (CBC 1013.5, 1013.6.3) F-E2 EXIT SIGNS SHALL BE POSTED OVER EXIT DOORS SERVING 50 OR MORE OCCUPANTS AND ALL HAZARDOUS AREAS. MINIMUM LETTER HEIGHT IS 6" WITH A MINIMUM 6" HIGH BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND AND SHALL COMPLY WITH CBC AND ALL LOCAL CODES. (CBC 1013.6.1) F-E3 THE FACE OF AN EXIT SIGN ILLUMINATED FROM AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NO LESS THAN 5 FOOTCANDLES (CBC 1013.6.2) F-E4 EMERGENCY LIGHTING SHALL BE AS SPECIFIED AND INDICATED BUT IN NO CASE SHALL THE LIGHT VALUE BE LESS THAN ONE FOOT CANDLE AT FLOOR LEVEL, IN ALL EXIT CORRIDORS AND STAIR SHAFTS OR ANY MEANS OF EGRESS (INCLUDING EXIT DISCHARGE) SERVING A ROOM OR SPACE (CBC 1008.2) F-E5 IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS FOR A DURATION OF <90 MIN. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE OF 1 FOOTCANDLE AND A MIN AT ANY POINT OF .1 FOOTCANDLE. a) AISLES. b) CORRIDORS. c) EXIT ACCESS STAIRWAYS AND RAMPS. d) INTERIOR AND EXTERIOR EXIT STAIRWAYS AND RAMPS. e) EXIT PASSAGEWAYS. f) VESTIBULES AND AREAS ON THE LEVELS OF DISCHARGE USED FOR EXIT DISCHARGE. g) ELECTRICAL EQUIPMENT ROOMS. h) GENERATOR ROOMS. k) PUBLIC RESTROOMS >300 SF (CBC 1008.3) F-E6 TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: a) "EXIT" SIGN AT EACH GRADE-LEVEL EXTERIOR DOOR. b) EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPIATE: i) "EXIT STAIR DOWN". ii) "EXIT RAMP DOWN". iii) "EXIT STAIR UP". iv) "EXIT RAMP UP". c) "EXIT ROUTE" AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY. d) "EXIT ROUTE" AT EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY. e) "TO EXIT" AT EACH EXIT DOOR THROUGH A HORIZONTAL EXIT. (CBC 1013.4) F-E7 DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. (CBC 1010.1.9) F-E8 EXIT DOORS FROM BUILDING OR ROOMS SERVING 10 OR FEWER OCCUPANTS MAY HAVE A NIGHT LATCH, DEADBOLT OR SECURITY CHAIN, AS LONG AS THE DOORS CAN STILL BE OPENED FROM THE EGRESS SIDE WITHOUT A KEY, SPECIAL KNOWLEDGE OR EFFORT. (CBC 1010.1.9.4.4) F-E9 INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CODE A. CODE 1: (CBC 2702) (CBC 101.3.5) F-E10 EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (1 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINTION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT CANDLE (6 LUX) AVERAGE AND A MIUNIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC 1008.3.5) F-E11 EGRESS WIDTH: A. STAIRWAY EGRESS WIDTH CAPACITY FACTOR = 0.3"/ OCCUPANT B. CORRIDOR EGRESS WIDTH CAPACITY FACTOR = 0.2"/ OCCUPANT C. THE WIDTH OF ANY COMPONENT IN THE EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIRED PER CODE (CBC 1005.3.1 & 1005.3.2) F-E12 EXIT ACCESS TRAVEL DISTANCE: A. PER CODE A, MAXIMUM TRAVEL DISTANCE WITH SPRINKLER SYSTEM SHALL BE NO LESS THAN 250' FOR A AND 300' FOR B OCCUPANCY. B. PER CODE B, MAXIMUM TRAVEL DISTANCE WITH SPRINKLER SYSTEM TO COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75' FOR A AND 100' FOR B OCCUPANCY. CODE A: (CBC TABLE 1017.2) CODE B: (CBC TABLE 1006.2.1) F-E13 EXITS AND EXITS ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. (CBC 1013.1) F-E14 MANUALLY OPERATED EDGE BOLTS, SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF WITH THE FLUSH BOLT MUST HAVE NO DOORKNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF MUST NOT REQUIRE MORE THAN ONE OPERATION. (CBC 1010.1.9.4) F-E15 THE LONG SIDE OF AN EGRESS BALCONY SHALL BE AT LEAST 50 PERCENT OPEN, AND THE OPEN AREA ABOVE THE GUARDS SHALL BE SO DISTRIBUTED AS TO MINIMIZE THE ACCUMULATION OF SMOKE OR TOXIC GASES. (CBC 1021.3) F-E16 PANIC HARDWARE SHALL BE PROVIDED IN EXIT DOORS SERVING ROOMS, CORRIDORS OR STAIRWAYS HANDLING AN OCCUPACNY OF 50 OR MORE PERSONS. NOTES - FIRE #DESCRIPTION VIEW CODE CITY/ LOCAL F-E17 AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44” CLEAR. F-E18 EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS, ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. F-E19 EXIT PATH LIGHTING SHALL BE PROVIDED FOR STAIRWAY, HALLWAY, EXIT PASSAGEWAY, AND EGRESS TO PUBLIC WAY ANYTIME THE BUILDING IS OCCUPIED. EMERGENCY LIGHTING SHALL BE PROVIDED GIVING LIGHT VALUE OF ONE FOOT CANDLE AT THE FLOOR LEVEL. FIRE PROTECTION EQUIPMENT F-E20 "DEAD BOLT ARE NOT PERMITTED ON EXIT DOORS". G.C. TO PROVIDE A DURABLE SIGN PLACED OVER THE MAIN EXIT DOORS STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" F-E21 ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE DIRECTIONAL EXIT SIGNS. DESCRIPTION DATE DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 2 A M CALGREEN NOTES 24017A 01/30/2025 Author A-004 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1 DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 2 A M CALGREEN NOTES 24017A 01/30/2025 Author A-005 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1 SEE SHEET P-0.2 N/A DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 2 A M CALGREEN NOTES 24017A 01/30/2025 Author A-006 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1 DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 3 A M CALGREEN NOTES 24017A 01/30/2025 Author A-007 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1 DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 3 A M CONSTRUCTION NOTES 24017A 01/30/2025 Author A-008 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 NOTES - CONSTRUCTION #DESCRIPTION VIEW CODE CITY/ LOCAL 0-PRECONSTRUCTION PC1 CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS PC2 A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS IS REQUIRED FOR A PROTECTION FENCE OR CANOPY ON OR OVER ANY STREET OR PUBLIC SPACE. PROTECTION OF PEDESTRIANS DURING CONSTRUCTION SHALL BE PROVIDED. PC3 OBTAIN PERMIT FROM CITY/AUTHORITY OF JURISDICTION/ CALTRANS PRIOR TO DOING ANY SIDEWALK OR CURB WORK. PC4 SEPARATE PERMITS SHALL BE OBTAINED FOR SIGNS, FENCES, RETAINING WALLS, AND PLANTS. PC5 DIMENSIONS AND CONDITIONS AT THE SITE SHALL BE VERIFIED BY CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE ALL CONDITIONS PRIOR TO SUBMITTING BIDS OR COMMENCING WITH CONSTRUCTION. PROPOSALS MUST TAKE INTO CONSIDERATION CONDITIONS THAT MAY AFFECT THE WORK. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND TO THE OWNER. CORRECTED DRAWINGS OR INSTRUCTIONS WILL BE SUBMITTED BY THE ARCHITECT PRIOR TO INSTALLATION OF THE WORK. PC6 PROVIDE PROJECT CONSTRUCTION SIGNAGE. INCLUDE IDENTIFICATION FOR STUDIO T-SQ2, INC. AS THE PROJECT ARCHITECT. PC7 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. PC8 SEE PLUMBING, MECH., ELEC., & FIRE SPRINKLER DRAWINGS FOR ADDITIONAL INFO, COORDINATE ALL FIXTURE/ EQUIPMENT LOCATIONS. LIGHT FIXTURES AS SHOWN ON PLANS TAKE PRECEDENCE PC9 PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR CODES. 1-GENERAL C1 CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE CONSTRUCTION SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY. C2 CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF MECHANICAL AND ELECTRICAL PADS AND BASES AS WELL AS POWER OR WATER AND DRAIN INSTALLATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO OWNER. C3 CONTRACTOR SHALL PROVIDE AND INSTALL STIFFENERS, BRACING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, STAIR RAILINGS, TOILET ACCESSORIES, PARTITIONS AND WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISC. EQUIPMENT. C4 STANDPIPES SHALL BE PROVIDED DURING CONSTRUCTION PER:( CBC 905.10 & CFC 3313) C5 NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, UNLESS THE NECESSARY PERMIT IS OBTAINED FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. OBTAIN PERMITS FOR ALL EXCAVATIONS EXCEEDING 5'-0” IN HEIGHT. C6 INSTALLATION OF SHORING, UNDERPINNINGS, AND/OR SLOT CUTTING EXCAVATIONS SHALL BE PERFORMED UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE GEOTECHNICAL ENGINEER. C7 CONTRACTORS SHALL PROVIDE AND INSTALL CONCRETE HOUSEKEEPING PADS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, AS REQUIRED. C9 NOISE REDUCTION: A. CONSTRUCTION CONTRACTORS SHALL MUFFLE AND SHIELD INTAKES AND EXHAUSTS, SHROUD OR SHIELD IMPACT TOOLS, AND USE ELECTRIC-POWERED RATHER THAN DIESEL-POWERED CONSTRUCTION EQUIPMENT (AS FEASIBLE). B. ALL STATIONARY NOISE-GENERATING EQUIPMENT SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM NEIGHBORING PROPERTY LINES. C. ALL CONSTRUCTION EQUIPMENT SHALL BE MAINTAINED AND OPERATED ACCORDING TO MANUFACTURER'S MAINTENANCE SCHEDULES AND RECOMMENDATIONS TO MINIMIZE NOISE AND EXHAUST EMISSIONS (PARTICULARLY NITROGEN OXIDES). C10 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VAULTS, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITOINAL EXPENSES. C13 OPERATION AND MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WILL BE PLACED IN THE BUILDING. AT A MINIMUM, THE ITEMS LISTED IN THE FOLLOWING CODE SHALL BE COMPLETED AND PLACED. (CALGREEN 5.410.2.5.1) C16 FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. C17 THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. C18 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SAMPLES OF ALL SIGNAGE PER SPECIFICATIONS FOR REVIEW BY THE OWNER, ARCHITECT AND SIGNAGE/GRAPHICS DESIGNER. REVIEWED SHOP DRAWINGS SHALL THEN BE SUBMITTED TO THE LOCAL PLANNING, BUILDING AND FIRE DEPARTMENTS, AS WELL AS ANY OTHER AGENCY HAVING JURISDICTION FOR REVIEW AND PERMIT APPROVAL PRIOR TO FABRICATION AND INSTALLATION C19 CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL GATES, FENCES & GRILL WORK C20 IF ANY DISCREPANCIES EXIST BETWEEN DRAWINGS AND DIMENSIONS, DIMENSIONS TAKE PRECEDENCE. CONTACT THE ARCHITECT FOR CLARIFICATION BEFORE COMMENCING WORK. C21 VERIFY FIELD DIMENSIONS & SUBMIT SHOP DWGS FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK OF ALL PRE-FABRICATED BUILDING COMPONENTS C22 CONTRACTOR USING AN APPROVED EQUAL PRODUCT MUST SUBMIT FOR ARCHITECTS REVIEW A WALL TYPE SHEET WHICH INCLUDE U.L. RATINGS. THIS SUBMITTAL TO INDICATE PROPER STUD GAUGE AND SPACING PER THE SPAN CAPACITY OF THE SUBSTITUTED PRODUCT. AT NO TIME SHOULD THE STUD GAUGE OR SPACING BE LESS THAN WHAT IS SHOWN ON THIS SHEET. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS FOR SPECIFIC FURRED OUT WALLS PER PLAN AND DETAILS C23 CONTRACTOR SHALL PROVIDE COMPLETE SUBMITTAL INFORMATION FOR FIRESTOPPING PRODUCTS FOR ALL SLAB PENETRATION CONDITIONS. SUBMITTAL SHALL BE REVIEWED BY THE ARCHITECT AND CONTRACTOR FOR SUBMITTAL TO THE CITY BUILDING DEPARTMENT FOR APPROVAL. C24 INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. C25 CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION C26 CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES FOR ORDERS OF ORDERED ITEMS. C27 CONTRACTOR SHALL SUBMIT ONE SET OF SHOP DRAWINGS OF ALL STONEWORK, MILLWORK, MISCELLANEOUS METAL, DOORS, DOOR HARDWARE AND EQUIPMENT. SHOP DRAWINGS SHOULD INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMATIC DRAWINGS AND MATERIAL SCHEDULES, LOCATION AND ORIENTATION OF ALL ITEMS SHALL BE CLEARLY INDICATED. BEGIN FABRICATION ONLY AFTER RECEIVING OWNER AND/OR TENANT CONSTRUCTION COORDINATOR'S APPROVAL OF SHOP DRAWINGS. C28 CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES. C29 CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF A JOB AFTER ITS COMPLETION. CLEANING SHALL INCLUDE INTERIOR OF THE BUILDING AND PATH OF TRAVEL TO THE JOB SITE AND SHALL INCLUDE THE PARKING LOT, ELEVATORS, LOBBIES AND CORRIDOR CARPET. C30 CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS & SHALL PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR UPON COMPLETION OF TENANT CONSTRUCTION. NO EXCEPTIONS. C31 OWNER AND TENANT TO REVIEW ALL COLORS AND SAMPLES PRIOR TO INSTALLATION, CONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT. C32 FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ON PLANS. NOTES - CONSTRUCTION #DESCRIPTION VIEW CODE CITY/ LOCAL C33 FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. C34 NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. C35 AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. C36 FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. C37 CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION ALLOWED. C38 THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, OR BOTH. C39 ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER/TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. C40 THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING, AND BROUGHT TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. C41 PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODED AND PER CONTRACT DOCUMENTS AS NEEDED. C42 PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. C43 CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. C44 WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. C45 ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS-FREE. C46 WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREME NOISE CONSTRUCTION SHALL OCCUR AT NON-TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. C47 THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE AND LOCAL CODES. C48 CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS. C49 BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE DONE IN ACCORDANCE WITH STATE & LOCAL CODES. 2-WALL ASSEMBLY C-WA1 ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING AND SEALANT AROUND THE OPENINGS. C-WA2 OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH. C-WA3 GYPSUM WALL BOARD SHALL BE 5/8” THICK TYPE 'X' UNLESS OTHERWISE NOTED OR REQUIRED FOR SPECIFIC WALL CONSTRUCTION AND SHALL BE SCREWED TO FRAMING MEMBERS INCLUDING TOP AND BOTTO PLATES AS REQUIRED FOR EACH SPECIFIC ASSEMBLY. C-WA5 ALL SHAFTS TO BE ENCLOSED IN A 2-HOUR RATED ASSEMBLY C-WA6 CORRIDOR WALLS PER CODE TO BE 1-HOUR RATED (CBC TABLE 1020.1) C-WA9 ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING AS REQUIRED PER: (CBC 703.7) C-WA14 HORIZONTAL & VERTICAL CONTROL JOINTS IN EXTERIOR CEMENT PLASTER: LOCATE WHERE INDICATED ON ELEVATIONS. IN AREAS NOT SHOWN ON ELEVATIONS INSTALL TO SEGREGATE AREAS NOT TO EXCEED MORE THAN 144 SF ON WALLS & NOT MORE THAN 100 SF ON HORIZONTAL APPLICATIONS. DISTANCES BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO 2.5 TO 1.0. HORIZONTAL JOINTS SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER ALONG WALLS THAT RETURN TO A SURFACE BEYOND. C-WA15 PAINT METAL REVEALS AND PARAPET COPING TO MATCH COLOR OF ADJACENT PLASTER WALLS. C-WA16 ALL COLOR AND MATERIAL CHANGES WILL OCCUR AT INSIDE CORNERS UNLESS OTHERWISE NOTED. C-WA17 PROVIDE 2 1/2" BACKING IN WALL FOR SECURING ITEMS AS REQUIRED (E.G. TOWEL BARS, DOORS STOPS, KITCHEN CABINETS, BATHROOM ACCESSORIES, FUTURE GRAB BAR LOCATIONS, WALL- MOUNTED TELEVISION LOCATIONS, ETC.). COORDINATE LOCATIONS W/ GENERAL CONTRACTOR. C-WA20 ALL RESILIENT CHANNELS SHALL BE CLARK DIETRICH RCSD, NO EXCEPTIONS. ALL RESILIENT CHANNEL SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS, PERPENDICULAR TO JOISTS SPAN WITH CLOSE ATTENTION PAID TO MAINTAINING A GAP BETWEEN THE STRUCTURE AND THE CHANNEL AT THE PERIMETER, USING THE PRE-DRILLED HOLES TO SCREW TO THE JOISTS, USING A TECH SCREW TO HOLD THE OVERLAPPING CHANNELS TOGETHER, HAVING NO FREE FLANGE IN CONTACT WITH THE STRUCTURE PRIOR TO THE INSTALLATION OF GYPSUM BOARD, MAKING THE LOCATION OF THE JOISTS TO VERIFY THAT NO SCREW IS POTENTIALLY CONNECTING TO A JOIST. C-WA22 REFER TO ALL APPROPRIATE CONSTRUCTION LISTINGS FOR PROPRIETARY GYPSUM BOARD REFERENCE. C-WA26 ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTED OTHERWISE. ALL SHAFT WALLS SHALL BE FULL HEIGHT. NON-RATED PARTITIONS MAY TERMINATE AT THE CEILING. C-WA27 WHERE FIRE RATED ASSEMBLY IS U.N.O, ALL REQUIREMENTS OF TESTED ASSEMBLY SHALL BE INCORPORATED INTO THE DETAIL. CONTRACTOR TO KEEP COPIES OF U.L. BOOK MANUAL AND BUILDING CODE AS REFERENCE DURING CONSTRUCTION OF RATED ASSEMBLIES. C-WA28 WALL PENETRATIONS TO CONFORM WITH U.L. DESIGN SYSTEMS WL, WWS OR WWD AS APPLICABLE. SEE PENETRATION DETAILS FOR FURTHER INFO. C-WA29 MINIMUM NUMBER OF SCREWS REQUIRED BY CODE SHALL BE INSTALLED THROUGH THE GYSUM BOARD INTO THE RESILIENT CHANNEL, ANY SCREWS NOT NEED SHALL BE REMOVED. C-WA30 CONTINUOUS DRYWALL IS REQUIRED BEHIND ALL ELECTRICAL SERVICE PANELS, FIRE HOSES, AND MEDICINE CABINETES. C-WA31 PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, UNLESS NOTED OTHERWISE. 3-METAL WALLS C-WM1 CONTACT BETWEEN DISSIMILAR METAL SHALL BE PROTECTED. C-WM3 FOR SHAFT METAL STUDS: A. PROVIDE SHAFT-WALL STUD GAUGES TO MEET THE WALL HEIGHT, REQUIRED MEMBER DEPTH, AND DEFLECTION CRITERIA BASED ON THE USB MANFUCATURER'S SHAFT WALL SYSTEM LIMITING WALL HEIGHT TABLES, FIRE RATED SYSTEM B. B. WHERE WALL TILES ARE REQUIRED, USE WATER-RESISTANT BACKER BOARD TO HEIGHT OF TILE. USE MIN. OF 3-5/8" DEEP BY 20GA THICK SHAFT WALL STUDS. C-WM4 IN LOCATIONS WHERE SHAFT WALLS PROVIDE LATERAL SUPPORT TO ATTACH WALL HUNG SHELVES, LOCKERS, EQUIPMENT, ETC. USE MIN OF 6" DEEP BY 18GA THICK STUDS. C-WM5 SEE STRUCTURAL DRAWINGS FOR TYPICAL METAL STUD DETAILS NOTES - CONSTRUCTION #DESCRIPTION VIEW CODE CITY/ LOCAL C-WM6 PROVIDE ADDITIONAL WALL BRACING AND/OR BRIDGING AS MAY BE REQUIRED FOR HEIGHT OF WALL DUE TO ACOUSTIC CONSTRAINS BRACING ACROSS TWO STUDS IN DEMISING WALL IS NOT ALLOWED. C-WM7 CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, CONTINUOUS 18" WIDE 20 GAUGE SHEET METAL PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISC. EQUIPMENT C-WM8 ALL METAL FRAMING MEMBERS SHALL BE ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND THE OPENING. C-WM9 NON-STRUCTURAL LIGHT GAUGE METAL STUDS: A. EXCEPT WHERE OTHERWISE NOTED, PROVIDE METAL STUDS WITH THE GAUGE, FLANGE WIDTH, AND SPACING DETERMINED FROM THE LIMITNG WALL HEIGHT TABLES OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) FOR THE UNBRACED SPANS, MEMBER DEPTHS AND DEFLRECTION CRITERIA INDICATED ON THE DRAWINGS. B. WHERE WALL TILES ARE REQUIRED, USE WATER-RESISTANT BACKER BOARD TO HEIGHT OF TILE. USE MINIMUM OF 3-5/8" DEEP BY 20GA THICK STUDS AT 16" O.C. C. IN LOCATIONS WHERE WALLS PROVIDE LATERAL SUPPORT TO ATTACH WALL HUNG SHELVES, LOCKERS, EQUIPMENT, ETC., USE MIN. 3-5/8" DEEP BY 18GA. THICK STUDS AT 16" OC MAXIMUM. D. COORDINATE RECESSED WALL FIXTURES AND EQUIPMENT WITH THE STUD SPACING REQUIRED TO MEET THE WALL HEIGHT INDICATED ON THE DRAWINGS. E. THE ALLOWABLE DEFLECTION FOR STUD WALLS SHALL BE - L/360 - FOR EXTERIOR - L/360 - FOR INTERIOR WALLS WITH STONE, TILE OR WOOD PANEL FINISH AND FOR SHAFT WALLS. - L/240 - ALL OTHER INTERIOR WALLS. FOR ADDITIONAL INFORMATION, REFER TO STRUCTURAL STUD WALL SCHEDULE. 4-FLOOR ASSEMBLY C-FA4 COORDINATE DRAIN LOCATIONS OR OTHER PIPE PENETRATIONS NOT SHOWN IN PLAN WITH LANDSCAPE OR PLUMBING DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOUND. C-FA6 CONTRACTOR TO PROVIDE COORDINATION OF ALL INFORMED STEEL EMBEDS FOR ANCHORAGE OF RAILINGS, GRILLES, AWNINGS, ETC. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. C-FA11 EXTEND FLOORING BENEATH APPLIANCES C-FA12 STEEL BEAMS AND COLUMNS SHALL BE PROTECTED AS REQUIRED FOR 1-HOUR PROTECTION. WHERE CEILING FORMS THE PROTECTIVE MEMBRANE FOR FIRE-RESISITIVE ASSEMBLIES (OCCUPANCY SEPARATIONS AND RATED ROOF/CEILING OR FLOOR/CEILING ASSEMBLIES, THE CONSTRUCTION (FLOOR JOISTS) AND THEIR SUPPORT HORIZONTAL STRUCTURAL MEMBERS (BEAMS) NEED NOT BE INDIVIDUALLY FIRE PROTECTED EXCEPT WHERE SUCH MEMBERS SUPPORT DIRECTLY APPLIED LOADS FROM MORE THAN ONE FLOOR OR ROOF, AND DIRECTLY CONNECTED TO A COLUMN. THE REQUIRED FIRE RESISTANCE SHALL NOT BE LESS THAN THAT REQUIRED FOR INDIVIDUAL PROTECTION OF MEMBERS. (CBC 704.3) 5-CEILING ASSEMBLY C-CA1 SEE REFLECTIVE CEILING PLAN FOR CEILING HEIGHTS. C-CA2 FOR FIRE RATING AT MECHANICAL DUCTS RECESSED WITHIN WOOD JOIST FRAMING, SEE THE FOLLOWING VIEW. SEE MECHANICAL DRAWINGS FOR DUCTWORK LAYOUT. C-CA3 CONTRACTOR SHALL COORDINATE AND VERIFY SIZE AND LOCATION OF CEILING ACCESS PANEL WITH MECHANICAL MANUFACTURER'S REQUIREMENTS. SMD FOR ADDITIONAL INFORMATION. FINAL LOCATION OF CEILING ACCESS PANEL TO BE VERIFIED BY ARCHITECTS PRIOR TO INSTALLATION. C-CA4 SEE THE FOLLOWING FOR TYPICAL CEILING DETAILS:10 & 14/A-901 C-CA5 IN FINISHED CEILING SPACES. SPRINKLER LINES SHALL ONLY BE LOCATED WITHIN EITHER DROPPED FINISHED CEILINGS OR SOFFITS OR WALL CONSTRUCTION. C-CA6 ALL HARD-LID CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO INSTALLATION. C-CA7 LOCATED RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"X24" CEILING TILES OR IN CENTER OF 24"X24" PORTION OF 24"X48" CEILING TILES, UNLESS OTHERWISE NOTED. DESCRIPTION DATE DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 4 A M CONSTRUCTION NOTES 24017A 01/30/2025 Author A-009 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 NOTES - CONSTRUCTION (Cont'd) #DESCRIPTION VIEW CODE CITY/ LOCAL 7-DOORS C-D1 AIR LEAKAGE AT EXTERIOR DOORS SHALL BE LIMITED BY THE FOLLOWING: a. DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL OR BAFFLE AT THE HEAD AND SILL. b. DOORS MOUNTED ON EITHER THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL SHALL HAVE A MINIMUM ½” LAP AT EACH JAMB. c. DOORS REQUIRING VERTICAL TRACK OR GUIDES SHALL USE A CONTINUOUS MOUNTING ANGLE SEALED IN ACCORDANCE WITH 'G' LISTED HERE. d. DOORS MOUNTED BETWEEN THE JAMBS SHALL HAVE A CONTINUOUS SEAL OR BAFFLE AT EACH JAMB. e. MEETING RAILS OR SECTION DOORS AND MEETING STILES OR RAILS OR BI-PARTING DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL OR BAFFLE. f. SWINGING DOORS SHALL BE WEATHER STRIPPED AT THE HEAD, SILL AND JAMB. g. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS AND OTHER OPENINGS IN THE EXTERIOR ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE. C-D2 DOORS HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34" MIN AND 48" MAX ABOVE THE FINISHED FLOOR. (CBC 1010.1.9.2) C-D3 ALL EGRESS DOOR OPERATION SHALL COMPLY WITH:(CBC 1010.1.9) C-D4 PROVIDE CALL BOXES & CARD READERS AS SHOWN ON PLANS. COORDINATE ELECTRICAL REQUIREMENTS. C-D5 ALL DOORS ADJACENT TO WALL ARE 4" FROM FACE OF JAMB TO FACE OF FINISH AT ADJACENT WALL U.N.O. C-D6 ELECTRIC CARD KEY ACCESS IS USED FOR GETTING INTO AREAS, HOWEVER IT IS NEVER REQUIRED TO EXIT OUT OF ANY AREA OR OUT OF THE BUILDING. C-D7 A CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED FOR ALL EXTERIOR DOORS C-D8 BACK PRIME METAL THRESHOLDS WITH ASPHALT BITUMEN OR EQUAL AT THRESHOLDS IN CONTACT WITH CONCRETE. C-D9 INSTALL ALL DOORS & HARDWARE IN COMPLIANCE WITH THEIR MANUFACTURERS INSTALLATION REQUIREMENTS. C-D10 PROVIDE SIGNAGE AT ALL MAIN ENTRIES TO MAIN USE ROOMS. SEE ACCESSIBILITY SHEETS FOR SIGNAGE REQUIREMENTS. FOR COMMON USE AND PUBLIC USE BATHROOMS, SEE NOTES AND DETAILS REGARDING SIGANGE. A-093A C-D11 SEE ACCESSIBILITY SHEETS FOR DOOR THRESHOLD, HARDWARE, AND LANDING REQUIREMENTS ON SITE, COMMON USE AREAS, AND WITHIN DWELLING UNITS. A-090B C-D12 WOOD DOORS SHALL HAVE ALL EDGES FACTORY PRIMED AND SEALED. RESEAL ALL DOOR EDGES OUT IN THE FIELD. C-D13 PROVIDE SIGNAGE AT DOORS TO ROOF STATING "FOR EMERGENCY USE ONLY" ALARM WILL SOUND WHEN ACTIVATED. C-D14 PRIOR TO PURCHASING DOOR FRAMES VERIFY WALL TYPE CONDITION, TOTAL THICKNESS OF WALL, DEPTH OF FRAMES, AND RATING IF APPLICABLE. C-D15 POST AN APPROVED SIGN IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT THAT STATES THE NUMBER OF OCCUPANTS FROM EACH ASSEMBLY SPACE. C-D16 ALL CARD KEY READERS SHALL BE INSTALLED ON THE ENTRANCE SIDE OF DOORS AND NOT ON EGRESS SIDE. UNLESS OTHERWISE NOTED AT NON-EXIT DOOR C-D17 SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. C-D18 WHEN SLIDING DOORS ARE IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES C-D19 CONTRACTOR SHALL REFURNISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH TO "AS NEW" CONDITION. C-D20 VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY. C-D21 FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. C-D22 PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING, "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". C-D23 CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME THROAT THICKNESS' FOR EACH LOCATION. C-D24 ALL DOOR FRAMES TO BE FACTORY FINISHED. C-D25 ALL DOOR STOPS TO HAVE 2X6 BACKING IN THE WALL BEHIND. C-D26 MAXIMUM UNDERCUT OF ALL DOlORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 8-WINDOW C-WI1 COORDINATE WINDOW HEAD HEIGHTS WITH WALL SECTIONS. SEE ALSO:WINDOW SCHEDULE ELEVATION S C-WI2 AT LEAST 1/2 OF THE COMMON WALL MUST BE OPEN AND HAVE AN OPENING NOT LESS THAN 25 SQ. FT. NOR 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM, IF LIGHT AND VENTILATION ARE BEING SUPPLIED FROM AN ADJACENT ROOM. EXCEPTION: ROOMS BEING PROVIDED WITH ARTIFICIAL LIGHTING DOES NOT NEED TO COMPLY. (CBC 1204.2.1) C-WI3 IF HABITABLE ROOMS ARE BEING NOT BEING MECHANICALLY VENTILATED, OPERABLE WINDOW AREA SHALL BE AT LEAST 4 PERCENT OF THE FLOOR AREA. BATHROOMS SHALL BE MECHANICALLY VENTILATED PER CMC (CBC 1202.5.1) C-WI4 EXTERIOR WINDOW STC RATINGS SHALL BE BASED ON THE ENTIRE WINDOW ASSEMBLY: GLAZING, WINDOW FRAME, INTERMEDIATE MULLIONS, AND GASKETING. C-WI5 REFER TO TITLE 24 FOR U-VALUES AND SHGC VALUES FOR ALL WINDOWS. C-WI6 UNLESS OTHERWISE NOTED THE SILL HEIGHT FOR OPERABLE WINDOWS IN DWELLING UNITS SHALL BE 36" MIN. THIS SHALL BE MEASURED FROM THE LOWEST PART OF THE CLEAR WINDOW OPENING TO THE ADJACENT FINISHED FLOOR. WINDOWS WITH OPERABLE WINDOWS LESS THAN 36" FROM FINISHED FLOOR SHALL COMPLY WITH CODE A FOR OPENING CONTROL DEVICES OR FALL PROTECTION. CODE A: (CBC 1015.8) C-WI7 WINDOW OPENING FORCE NOT TO EXCEED 5 POUNDS OF FORCE TO OPEN.(CBC 1138A.4.4) C-WI8 FURNISH AND INSTALL COMPENSATION HEAD CHANNELS AS REQUIRED IN THE CONTRACT DOCUMENTS AND AS REQUIRED IN ORDER TO COMPLY WITH THE WINDOW MANUFACTURER’S AND BUILDING CODE REQUIREMENTS FOR SEISMIC, FLOOR-TO-FLOOR, AND OTHER WINDOW SYSTEM MOVEMENT. C-WI13 A CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED FOR ALL WINDOWS 9-GLAZING C-GL1 GLASS DOORS, AND ALL GLAZED OPENINGS SHALL BE APPROVED FOR IMPACT HAZARD PER CBC. PROVIDE IDENTIFICATION OF GLAZING PER CBC. C-GL2 PROVIDE TEMPERED GLASS AS REQUIRED BY CBC AND BY OTHER APPLICABLE CODES. SEE PLANS AND DOOR/WINDOW SCHEDULES FOR LOCATIONS. C-GL3 PROVIDE TEMPERED GLASS AT LOCATIONS WITHIN 18" VERTICALLY OF ADJACENT GRADE ON FLOOR OR AREAS WITHIN 24" LATERALLY OF DOOR. C-GL4 NET GLAZED AREA IN WINDOWS PROVIDING NATURAL LIGHT MUST BE AT LEAST 8 PERCENT OF THE FLOOR AREA OF THE ROOM SERVED. EXCEPTION : ROOMS THAT ARE ARTIFICIALLY LIT (CBC 1204.2) C-GL5 FURNISH AND INSTALL GLAZING THAT COMPLIES WITH THE MINIMUM STC AND THERMAL PERFORMANCE INDICATED IN THE CONTRACT DOCUMENTS. WHERE A DISCREPANCY EXISTS IN THE CONTRACT DOCUMENT, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT C-GL6 ALL GLAZING SHALL HAVE A TEMPORARY LABEL ON THE PRODUCT UNTIL THE FIELD INSPECTOR HAS INSPECTED. C-GL7 EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS. C-GL8 GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. C-GL9 FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. C-GL10 ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED. 11-PLUMBING C-PL1 SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NON-ABSORBENT SURFACE TO HEIGHT NOT LESS THAN 72 INCHES ABOVE THE DRAIN INLET. USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE AS STATED IN CODE. WATER HEATERS MUST BE STRAPPED TO A WALL. (CBC 1209.2.3 & 2509.3) (CPC 507.2) C-PL2 LOCKS SHALL BE INSTALLED ON ALL PUBLICLY ACCESSIBLE EXTERIOR FAUCETS AND HOSE BIBS. C-PL6 PROVIDE VIBRATION ISOLATION AT PLUMBING PIPES, SEE:A-930 & A-931 C-PL7 ALL PLUMBING PENETRATIONS THRU WALLS WHICH REQUIRE PROTECTED OPENINGS (FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS) ARE REQUIRED TO BE GALVANIZED OR CAST IRON PIPING. A-930 & A-931 NOTE: PLEASE REFER TO METAL STUD SIZES HEIGHT LIMITATION TO SIZE THE METAL STUD THICKNESS AND RETURN LIP DIMENSIONS THESE TABLES REFER TO CLARK DIETRICH, PLEASE VERIFY WITH STUD MANUFACTURER FOR PROPER STUD SIZING PER HEIGHT LIMITATION. NOTES - CONSTRUCTION (Cont'd) #DESCRIPTION VIEW CODE CITY/ LOCAL C-PL8 PLASTIC PIPE PENETRATION IN ACOUSTICAL PARTY FLOOR-CEILING OR WALL ASSEMBLIES ARE PROHIBITED (UNLESS ALLOWED BY LISTED ASSEMBLY). PLASTIC PIPES AND PLASTIC BOXES (EXCEPT UL FIRE RATED BOXES) SHALL NOT PENETRATE FIRE RATED WALLS, FLOORS, CEILINGS. C-PL9 CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT. C-PL10 ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. C-PL11 ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING DRAWINGS. C-PL12 ALL PLUMBING CLEAN-OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 12-MECHANICAL C-ME1 REFER TO MECHANICAL PLANS FOR EXTERIOR EXHAUST DUCT LOUVERS/WALL CAPS (WHERE OCCUR) LOCATED AT THE EXTERIOR WALL AND SOFFIT. COORDINATE LOCATION OF LOUVERS / WALL CAPS WITH THE LOCATIONS SHOWN ON THE ARCHITECTRAL ELEVATIONS. C-ME2 ENCLOSED BATHROOMS AND LAUNDRY ROOMS SHALL BE PROVIDED WITH A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING (5) AIR CHANGES PER HOUR. SUCH SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE AND THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPERABLE WINDOW C-ME3 BUILDING IS MECHANICALLY VENTILATED AND PROVIDED WITH ARTIFICIAL LIGHTING. MECHANICAL VENTILATION SYSTEM SHALL FURNISH FIVE AIR CHANGES PER HOUR DIRECT TO THE OUTSIDE. C-ME4 INCLUDE A 7-FOOT SOUND TRAP ON THE INLET AND OUTLET DUCTWORK OF THE GARAGE SUPPLY AND EXHAUST FANS 13-ELECTRICAL C-E1 ALL ELECTRICAL OUTLETS MUST BE MOUNTED AT 18" ABOVE FINISH FLOOR U.N.O AND ALL SWITCHES & CONTROLS MUST BE MOUNTED AT 46" ABOVE FINISHED FLOOR. C-E3 LISTED ELECTRICAL BOXES SHALL BE CLEARLY IDENTIFIED AS APPROVED FOR 1-HOUR CONSTRUCTION (CBC 714.3.2) C-E4 SEE ELECTRICAL ENGINEERING DRAWINGS AND BUILDING STANDARDS FOR SPECIFICATIONS OF NEW BUILDING STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. C-E5 ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME COLOR AND MANUFACTURER. C-E6 WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATIONS. C-E7 PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. C-E8 CONDUIT ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. C-E9 NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. C-E10 ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION) C-E11 PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGINEER. C-E12 CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION. C-E13 COORDINATED TELEPHONE/DATA INSTALLATION WITH APPROPRIATE SUB-CONTRACTOR. C-E14 ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. C-E15 ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWER & SIGNAL PLAN. DIMENSIONS ALL OUTLETS FROM THE CENTERLINE OF THE OUTLET BOX. NON-DIMENSIONED OUTLETS ARE TO BE LOCATED AT THE NEAREST WALL STUD. C-E16 WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED NO MORE THAN 2" APART. C-E17 ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. C-E18 LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE POWER FEED. C-E19 WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. C-E20 FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER SPECIAL CONVENIENT LOCATIONS. C-E21 WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH THE CABINET WORK, LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. C-E22 CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. C-E23 ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS DIFFERENT, MATCH BUILDING STANDARD. C-E24 ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING STANDARD COLOR COVER PLATE. C-E25 ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. 14-PARKING C-P1 PARKING STALLS ARE AS INDICATED ON THE PLANS C-P2 ALL STRIPING SHOWN SHALL BE 4" WIDE WHITE PAINTED STRIPE, U.N.O. C-P6 REFER TO ACCESSIBILITY SHEETS FOR EV CHARING STATION ACCESSIBLITY REQUIREMENTS. 15-SIGNAGE C-SG1 SEE ACCESSIBILTY SHEETS FOR NOTES AND DETAILS REGARDING SIGNAGE ACCESSIBILITY C-SG3 REFER TO SIGNAGE CONSULTANT DRAWINGS FOR ALL SIGNS WITHIN BUILDING C-SG4 BUILDING ADDRESS NUMBERS TO BE PROVIDED ON THE FRONT OFF ALL BUILDINGS AND SHALL BE VISIBLE AND LEGIBLE FROM STREET FRONTING THE PROPERTY, SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. FIRE CODE 901.4.4 16- FINISHES C-FN1 NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. C-FN2 APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH STATE & LOCAL CODES. C-FN3 DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. C-FN4 SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL A. THREE (3) 12" x 12" SAMPLES FOR ALL PAINT, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR. C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. C-FN5 WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS. C-FN6 SUBMIT SEAMING PLAN FOR CARPET TO ARCHITECT FOR APPROVAL PRIOR TO CARPET ORDER. C-FN7 ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI-GLOSS, UNLESS OTHERWISE NOTED. NOTES - CONSTRUCTION (Cont'd) #DESCRIPTION VIEW CODE CITY/ LOCAL C-FN8 WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE IN CUT-IN FREE OF OVERLAPPING. C-FN9 PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACE SHALL BE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. C-FN10 CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING AT FLOOR OF WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION. C-FN11 ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, UNLESS NOTED OTHERWISE. C-FN12 WHERE FLOOR-MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT TRIM CARPET. C-FN13 ALL V.C.T TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.N.O. C-FN14 PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. C-FN15 CONTRACTOR SHALL PROVIDE PRE-FORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. C-FN16 MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS. C-FN17 FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, INCLUDING SINK AREA AND AT ALL UNDER-COUNTER EQUIPMENT AREAS WHICH ARE OPEN TO THE FLOOR. C-FN18 USE THE WATER RESISTANT GYPSUM BOARD AT ALL AREAS SUBJECT TO MOISTURE OR WHERE TILE IS USED. C-FN19 PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. C-FN20 UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL. 17- MILLWORK C-MW1 ALL MILLWORK SHALL CONFIRM TO STATE & LOCAL WOODWORKING STANDARDS. C-MW2 FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. DESCRIPTION DATE DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 5 A M ACCESSIBILITY NOTES - GENERAL, SITE, AND ACCESSIBLE ROUTE 24017A 01/30/2025 Author A-090 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 NOTES - ACCESSIBILITY - GENERAL #DESCRIPTION VIEW CODE GENERAL AC-G1 THIS SHEET GENERALLY ILLUSTRATES CODE MINIMUM STANDARDS FOR BUILDING ACCESSIBILITY WITHIN THE PROJECT SITE. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THE PROJECT AC-G2 THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE FOLLOWING CODES AND ARE INTENDED TO PROVIDE THE CONTRACTOR THE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS. IF FURTHER INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CODE PRIOR TO FABRICATION OR INSTALLATION OF WORK (2019 CALIFORNIA BUILDING CODE 11B) AC-G7 WHERE A SITE, BUILDING, FACILITY, ROOM, OR SPACE CONTAINS MORE THAN ONE USE, EACH PORTION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS FOR THAT USE. (CBC 11B-201.2) NOTES - ACCESSIBILITY - SITE #DESCRIPTION VIEW CODE CITY/ LOCAL 1-GENERAL ACS-G1 BUILDING ENTRANCES SHALL BE IDENTIFIED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. ACS-G2 EXISTING SITE CONDITIONS FOR RENOVATIONS MUST COMPLY WITH THIS SECTION WHERE APPLICABLE, SUCH AS, BUT NOT LIMITED TO, ACCESSIBLE ROUTES, ENTRANCES, ACCESSIBLE SPACES AND ELEMENTS. 2-CURB RAMPS ACS-CR1 CURB RAMPS, BLENDED TRANSITIONS, AND ISLANDS ON ACCESSIBLE ROUTES SHALL COMPLY WITH THIS SECTION. CURB RAMPS MAY BE PERPENDICULAR, PARALLEL, OR A COMBINATION OF PERPENDICULAR AND PARALLEL. ACS-CR2 SEE DETAIL FOR PARALLEL AND PERPENDICULAR CURB RAMP REQUIREMENTS 2/A-090A ACS-CR3 BLENDED TRANSITIONS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20. IT SHALL ALSO COMPLY WITH 11B-406.5 (CBC 11B-406.1) 4-PARKING ACS-P1 WHERE PARKING SPACES ARE PROVIDED, PARKING SPACES SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION AND COMPLY WITH CBC 11B-208 (CBC 11B-208.1) ACS-P2 FOR EXISTING ACCESSIBLE PARKING SPACES IN TENANT IMPROVEMENT PROJECTS, IT MUST BE VERFIED TO COMPLY WITH THE CURRENT BUILDING CODE REQUIREMENTS. ACS-P3 PARKING SPACES COMPLYING WITH CBC 11B-502 THAT SERVE A PARTICULAR BUILDING OR FACILITY SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE FROM PARKING TO AN ENTRANCE COMPLYING WITH SECTION 11B-206.4. WHERE PARKING SERVES MORE THAN ONE ACCESSIBLE ENTRANCE, PARKING SPACES COMPLYING WITH 11B-502 SHALL BE DISPERSED AND LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO THE ACCESSIBLE ENTRANCES. (CBC 11B-208.3.1) ACS-P4 SEE DETAILS FOR DIMENSIONAL REQUIREMENTS FOR ACCESSIBLE PARKING SPACES.5&6/A-090A ACS-P5 PARKING SPACES AND AISLES SERVING THEM SHALL COMPLY WITH 11B-302. SEE ACCESSIBLE ROUTE REQUIREMENTS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 5&6/A-090A (CBC 11B-502.4) ACS-P6 ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES MIN. EXCEPTION: IN EXISTING MULTISTORY PARKING FACILITIES, CAR PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 80 INCHES MIN. THIS EXCEPTION DOES NOT APPLY TO VAN PARKING SPACES, ACCESS AISLES, OR VEHICULAR ROUTES SERVING THEM. (CBC 11B-502.5) ACS-P7 PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. (CBC 11B-502.7) ACS-P8 PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT THE PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED. (CBC 11B-502.7.1) ACS-P8 AN ADDITIONAL SIGN SHALL BE POSTED EITHER IN: 1. IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2. IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. SEE DETAIL FOR MORE REQUIREMENTS 10/A-090A (CBC 11B-502.8) 5-ENTRANCES AND GATES ACS-D1 ALL ENTRANCES AND EXTERIOR GROUND-FLOOR EXITS TO BUILDINGS AND FACILITIES SHALL COMPLY WITH SECTION 11B-404. EXCEPTIONS: 1. EXTERIOR GROUND FLOOR EXITS SERVING SMOKE-PROOF ENCLOSURES, STAIRWELLS, AND EXIT DOORS SERVING STAIRS ONLY SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404. 2. EXITS IN EXCESS OF THOSE REQUIRED BY CHAPTER 10, AND WHICH ARE MORE THAN 24 INCHES (610 MM) ABOVE GRADE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404. DIRECTIONAL SIGNS SHALL COMPLY WITH CHAPTER 10, SECTION 1009.10. (CBC 11B-206.4.1) ACS-D2 ALL ENTRANCES AND EXTERIOR GROUND-FLOOR EXITS TO BUILDINGS AND FACILITIES SHALL COMPLY WITH SECTION 11B-404. EXCEPTIONS: 1. EXTERIOR GROUND FLOOR EXITS SERVING SMOKE-PROOF ENCLOSURES, STAIRWELLS, AND EXIT DOORS SERVING STAIRS ONLY SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404. 2. EXITS IN EXCESS OF THOSE REQUIRED BY CHAPTER 10, AND WHICH ARE MORE THAN 24 INCHES (610 MM) ABOVE GRADE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404. DIRECTIONAL SIGNS SHALL COMPLY WITH CHAPTER 10, SECTION 1009.10. (CBC 11B-206.4.1) ACS-D3 WHERE RESTRICTED ENTRANCES ARE PROVIDED TO A BUILDING OR FACILITY, ALL RESTRICTED ENTRANCES TO THE BUILDING OR FACILITY SHALL COMPLY WITH 11B-404 (CBC 11B-206.4.7) NOTES - ACCESSIBILITY - ACCESSIBLE ROUTE #DESCRIPTION VIEW CODE CITY/ LOCAL 1-GENERAL ACAR-G1 ACCESSIBLE ROUTE OF TRAVEL IS DEFINED AS "A CONTINUOUS AND UNOBSTRUCTED PATH CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR FACILITY THAT CAN BE NAVIGATED BY A PERSON WITH A SEVERE DISABILITY USING A WHEELCHAIR AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES." ACAR-G2 WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, AN ACCESSIBLE PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION OR ADDITION SHALL BE PROVIDED. THE PRIMARY ACCESSIBLE PATH OF TRAVEL SHALL INCLUDE: 1. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY 2. TOILET AND BATHING FACILITIES 3. DRINKING FOUNTAINS SERVING THE AREA 4. PUBLIC TELEPHONES SERVING THE AREA 5. SIGNS (CBC 11B-202.4) ACAR-G3 IF THE FOLLOWING ELEMENTS OF A PATH OF TRAVEL HAVE BEEN CONSTRUCTED OR ALTERED IN COMPLIANCE WITH THE ACCESSIBLITY REQUIREMENTS OF THE IMMEDIATELY PRECEDING EDITION OF THE CALIFORNIA BUILDING CODE, IT SHALL NOT BE REQUIRED TO RETROFIT SUCH ELEMENTS TO REFLECT THE INCREMENTAL CHANGES IN THE CODE SOLELY BECAUSE OF AN ALTERATION TO AN AREA SERVED BY THOSE ELEMENTS OF THE PATH OF TRAVEL: 1. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY 2. TOILET AND BATHING FACILITIES SERVING THE AREA 3. DRINKING FOUNTAINS SERVING THE AREA 4. PUBLIC TELEPHONES SERVING THE AREA 5. SIGNS (CBC 11B-202.4) ACAR-G4 ACCESSIBLE ROUTES SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. SITE ARRIVAL POINTS. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER DROP-OFF AND LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES MUST BE ACCESSIBLE. EXCEPTION: GENERAL CIRCULATION PATHS SHALL BE PERMITTED WHEN LOCATED IN CLOSE PROXIMITY TO AN ACCESSIBLE ROUTE. 2. WITHIN A SITE. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. 3. PEDESTRIAN STREET CROSSINGS. WHERE WALKS OR SIDEWALKS ARE PROVIDED, A CURB RAMP, BLENDED TRANSITION, OR A COMBINATION OF CURB RAMPS AND BLENDED TRANSITIONS COMPLYING WITH SECTION 11B-406 SHALL CONNECT THE WALKS OR SIDEWALKS AT EACH PEDESTRIAN STREET CROSSING. THE CURB RAMP (EXCLUDING ANY FLARED SIDES) OR BLENDED TRANSITION SHALL BE CONTAINED WHOLLY WITHIN THE WIDTH OF THE PEDESTRIAN STREET CROSSING SERVED. EXCEPTION: COMPLIANCE WITH SECTION 11B-206.2.19 SHALL NOT BE REQUIRED WHERE PEDESTRIAN CROSSING IS PROHIBITED BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. (CBC 11B-206.2.1) ACAR-G5 ACCESSIBLE ROUTES SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. SPACES AND ELEMENTS: AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY, INCLUDING MEZZANINES, WHICH ARE OTHERWISE CONNECTED BY A CIRCULATION PATH UNLESS EXEMPTED BY SECTION 11B-206.2.3 EXCEPTIONS 1 THROUGH 7. (CBC 11B-206.2.4) ACAR-G6 ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS GENERAL CIRCULATION PATHS. WHERE CIRCULATION PATHS ARE INTERIOR, REQUIRED ACCESSIBLE ROUTES SHALL ALSO BE INTERIOR. AN ACCESSIBLE ROUTE SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR PURPOSES, EXCEPT AS PERMITTED BY CHAPTER 10. (CBC 11B-206.3) ACAR-G7 COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL COMPLY WITH SECTION 11B-402. EXCEPTIONS: 1. RESERVED. 2. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-402. 3. COMMON USE CIRCULATION PATHS LOCATED WITHIN EXTERIOR EMPLOYEE WORK AREAS THAT ARE FULLY EXPOSED TO THE WEATHER SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-402. (CBC 11B-206.2.4) ACAR-G8 EMPLOYEE WORKSTATIONS SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH DIVISION 4. SPACES AND ELEMENTS WITHIN EMPLOYEE WORKSTATIONS SHALL ONLY BE REQUIRED TO COMPLY WITH SECTIONS 11B-207.1, 11B-215.3, 11B-302, 11B-303, 11B-308.1.1, 11B-308.1.2, AND 11B- 404.2.3 UNLESS EXEMPTED BY OTHER PARTS OF THIS CODE. COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORKSTATIONS SHALL COMPLY WITH SECTION 11B-206.2.8. (CBC 11B-203.9) ACAR-G9 EXERCISE MACHINES AND EQUIPMENT REQUIRED TO COMPLY WITH 11B-236 SHALL BE ON AN ACCESSIBLE ROUTE. (CBC 11B-206.2.13) ACAR-G10 ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 4. (CBC 11B-402.2) 2-FLOOR SURFACE ACAR-FS1 CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2 INCH (12.7 MM) MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 11B-303. (CBC 11B-302.2) ACAR-FS2 OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2 INCH (12.7 MM) DIAMETER EXCEPT AS ALLOWED IN SECTIONS 11B-407.4.3, 11B-409.4.3, 11B-410.4, 11B-810.5.3 AND 11B-810.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. (CBC 11B-302.3) ACAR-FS3 THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. EXCEPTION: THE RUNNING SLOPE OF SIDEWALKS SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY. (CBC 11B-403.3) ACAR-FS4 SEE RAMPS SECTION FOR ACCESSIBLE ROUTES WITH RUNING SLOPES STEETER THAN 1:20 (CBC 11B-403.3) ACAR-FS5 WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING SLOPES NOT STEEPER THAN 1:20 THEY SHALL COMPLY WITH SECTION 11B-505. (CBC 11B-403.6) ACAR-FS6 ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING AREAS, 60 INCHES (1524 MM) IN LENGTH, AT INTERVALS OF 400 FEET (121,920 MM) MAXIMUM. THE RESTING AREA SHALL BE AT LEAST AS WIDE AS THE WALK. THE SLOPE OF THE RESTING AREA IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. (CBC 11B-403.7) 3-CHANGES IN LEVEL ACAR-CL1 ABRUPT CHANGES IN LEVEL ALONG THE ACCESSIBLE ROUTE SHALL NOT EXCEED 1/4". CHANGES IN LEVEL GREATER THAN 1/4" BUT NOT GREATER THAN 1/2" SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. (CBC 11B-303.2 - 303.3) ACAR-CL2 CHANGES IN LEVEL GREATER THAN 1/2 INCH (12.7 MM) HIGH SHALL BE RAMPED, AND SHALL COMPLY WITH SECTION 11B-405 OR 11B-406. (CBC 11B-303.4) ACAR-CL3 ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES (102 MM) IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES (152 MM) IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE. EXCEPTIONS: 1. A WARNING CURB IS NOT REQUIRED BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. 2. A WARNING CURB IS NOT REQUIRED WHEN A GUARD OR HANDRAIL IS PROVIDED WITH A GUIDE RAIL CENTERED 2 INCHES (51 MM) MINIMUM AND 4 INCHES (102 MM) MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. (CBC 11B-303.5) 4-CLEARANCES NOTES - ACCESSIBILITY - STAIRS & RAMPS #DESCRIPTION VIEW CODE CITY/ LOCAL 4-RAMPS ACST-R1 RAMPS AND LANDING ON AN ACCESSIBLE ROUTE SHALL COMPLY WITH:(CBC 11B-405) ACST-R2 ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF IT’S SLOPE IS GREATER THAN 1 FOOT OF RISE IN 20 FEET OF HORIZONTAL RUN (5%). THE RAMP SLOPE SHALL NOT EXCEED 1:12 ACST-R3 THE CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48 (CBC 11B-405.3) ACST-R4 FLOOR OR GROUND SURFACES OF RAMPS SHALL COMPLY WITH ACCESSIBLE ROUTE REQUIREMENTS.SEE ACCESSIBLE ROUTES ACST-R5 THE CLEAR WIDTH OF A RAMP SHALL BE 48" MIN. EXCEPTION: 1. WITHIN EMPLOYEE WORK AREAS, THE REQUIRED CLEAR WIDTH FOR RAMPS THAT ARE A PART OF COMMON USE CIRCULATION PATHS SHALL BE PERMITTED TO BE DECREASED BY WORK AREA EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED. 2. HANDRAILS MAY PROJECT INTO THE REQUIRED WIDTH AT EACH SIDE BY 3.5" MAX AT THE HANDRAIL HEIGHT. SEE ACCESSIBLE ROUTES (CBC 11B-405.5) ACST-R6 THE RISE FOR ANY RAMP SHALL BE 30" MAX BEFORE PROVIDING AN INTERMEDIATE LANDING.(CBC 11B-405.6) ACST-R7 SEE DETAIL FOR ADDITIONAL REQUIREMENTS FOR RAMP 4/A-090A ACST-R8 RAMP RUNS SHALL HAVE HANDRAILS, COMPLYING WITH THE REQUIREMENTS IN THE HANDRAIL SEGMENT OF THIS SECTION. EXCEPTION: 1. CURB RAMPS DO NOT REQUIRE HANDRAILS 2. AT DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMP RUNS LESS THAN 6" IN RISE OR 72" IN LENGTH (CBC 11B-405.8) ACST-R9 EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4" DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4" OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP. EXCEPTIONS: 1. EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS THAT ARE NOT REQUIRED TO HAVE HANDRAILS AND HAVE SIDES COMPLYING WITH 11B-406.2.2 2. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS SERVING AN ADJOINING RAMP RUN OR STAIRWAY 3. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS HAVING A VERTICAL DROP-OFF OF 1/2" MAX. WITHIN 10" HORIZONTALLY OF THE MINIMUM LANDING AREA SPECIFIED IN SECTION 11B-405.7 (CBC 11B-405.8) 5-RAILING ACST-RL1 GUARDRAIL SHALL BE 42" MIN. HIGH WITH RAILS AND INTERMEDIATES SPACED AT 3 3/4" MAX. CLEAR (CBC 1607.8) ACST-RL2 GUARDRAILS AND HANDRAILS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 PSF. GLASS HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH CODE A. CODE A: (CBC 2407) ACST-RL3 HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 PSF. ACST-RL4 INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS. ACST-RL5 HANDRAILS SHALL COMPLY WITH THE FOLLOWING: A. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2" BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS B. THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". C. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. D. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. WHEN PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1-1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL PROJECTIONS AND THE BOTTOM OF THE GRIPPING SURFACE SHALL BE PERMITTED TO BE REDUCED BY 1/8 INCH FOR EACH 1/2 INCH OF ADDITIONAL HANDRAIL PERIMETER DIMENSION THAT EXCEEDS 4 INCHES. E. HANDRAIL GRIPPING SURFACES WITH NONCIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 6 1/4 INCH MAXIMUM, AND A CROSS SECTION DIMENSION OF 2 1/4 INCHES MAXIMUM. (CBC 1115A.6, 1123A.6, & 1114.6.2) NOTES - ACCESSIBILITY - ACCESSIBLE ROUTE #DESCRIPTION VIEW CODE CITY/ LOCAL ACAR-CLR1 WITHIN EMPLOYEE WORK AREAS, CLEARANCES ON COMMON USE CIRCULATION PATHS SHALL BE PERMITTED TO BE DECREASED BY WORK AREA EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED. (CBC 11B-403.5) ACAR-CLR2 EXCEPT AS PROVIDED IN SECTIONS 11B-403.5.2 (CLEAR WIDTH AT TURN) AND 11B-403.5 .3 (PASSING SPACES0, THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES (914 MM) MINIMUM. EXCEPTIONS: 1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES (813 MM) MINIMUM FOR A LENGTH OF 24 INCHES (610 MM) MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES (1219 MM) LONG MINIMUM AND 36 INCHES (914 MM) WIDE MINIMUM. 2. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44 INCHES (1118 MM) MINIMUM. 3. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES (1219 MM) MINIMUM. WHEN, BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE 48-INCH (1219 MM) CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES (914 MM). 4. THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES (914 MM) MINIMUM IF SERVING ELEMENTS ON ONLY ONE SIDE, AND 44 INCHES (1118 MM) MINIMUM IF SERVING ELEMENTS ON BOTH SIDES. 5. THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44 INCHES (1118 MM) EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS. 1/A-090B (CBC 11B-403.5.1) ACAR-CLR3 CLEAR WIDTH AT TURN. SEE VIEW FOR MORE INFO 3/A-090B (CBC 11B-403.5.2) ACAR-CLR4 PASSING SPACES. SEE VIEW FOR MORE INFO 2/A-090B (CBC 11B-403.5.3) 5-TURNING SPACE ACAR-TS1 FLOOR OR GROUND SURFACES OF A TURNING SPACE SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. (CBC 11B-304.2) ACAR-TS2 TURNING SPACE SHALL COMPLY EITHER OF THE FOLLOWING: 1. CIRCULAR SPACE THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES (1524 MM) DIAMETER MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306. 2.2 T-SHAPED SPACE THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH (1524 MM) SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES (914 MM) WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES (305 MM) MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES (610 MM) MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. 4/A-090B (CBC 11B-304.3) ACAR-TS3 DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES (CBC 11B-304.4) 6-PROTRUDING OBJECTS ACAR-PO1 OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (686 MM) AND NOT MORE THAN 80 INCHES (2032 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES (102 MM) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2 INCHES (114 MM) MAXIMUM. 5/A-090B (CBC 11B-307.2) ACAR-PO2 POST-MOUNTED OBJECTS ON A CIRCULATION PATH SHALL COMPLY WITH 11B-307.3 SEE VIEW FOR MORE DETAIL 5/A-090B ACAR-PO3 VERTICAL CLEARANCE SHALL BE 80" HIGH MINIMUM. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80" HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. EXCEPTION: DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78" MIN. ABOVE FINISH FLOOR OR GROUND. 5/A-090B ACAR-PO4 PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES (CBC 11B-307.5) DESCRIPTION DATE DR A F T 36 " M I N . 36" MIN. WHITE TRAFFIC PAINT SYMBOL & BORDER BLUE BACKGROUND COLOR EQUAL TO NO. 15090 PER FEDERAL STANDARD 595C INTERNATIONAL SYMBOL OF ACCESSIBILITY PER CBC SECTION 11B-502.6.4 AND 11B-703.7.2.1 9' MIN. 8' MIN. AT VAN 5' MIN. AT TYP. NO EQ EQ O.C3' - 0 " 18 ' M I N . EQ EQ ACCESSIBLE PARKING SIGNAGE MOUNTED ON POLE NOTES: MAXIMUM SLOPE OF FINISHED SURFACE SHALL NOT EXCEED 1:48 IN ANY DIRECTION PER CBC SECTION 11B-502.4 AND 11B-503.4 VAN ACCESSIBLE PARKING CAN BE PROVIDED WITH A 12'-0" WIDE DRIVEWAY AND A MINIMUM 5'-0" WIDE LOADWAY/ACESS AISLE CONCRETE WHEEL STOP, SEE DETAIL INTERNATIONAL SYMBOL OF ACCESSIBILITY, SEE DETAIL 4" WIDE PAINT STRIPES, TYP. (BLUE COLOR) EQUAL TO NO. 15090 PER FEDERAL STANDARD 595C 4" WIDE PAINT STRIPES AT 3'-0" O.C. AT 45 DEGREE ANGLE AT LOADING ZONE, CONTRASTING WITH BACKGROUND PAINT THE WORDS "NO PARKING" IN 12 INCH HIGH LETTERS MIN. WITHIN THE LOADING AND UNLOADING ACCESS AISLE PARKING 45.0° PEDESTRIAN ROUTE 12" MAX. VAN (5' MIN. AT VAN WHEN STALL WIDTH IS 12') PROVIDE AT VAN STALL. 12" HIGH MIN. 8 A-090A 9 A-090A 1 A-090A NO PARKING NOTES: MAXIMUM SLOPE OF FINISHED SURFACE SHALL NOT EXCEED 1:48 IN ANY DIRECTION PER CBC SECTION 11B-502.4 AND 11B-503.4 CONCRETE WHEEL STOP, SEE DETAIL 4" WIDE PAINT STRIPES, TYP. (BLUE COLOR) EQUAL TO 15090 PER FEDERAL STANDARD 595C 4" WIDE PAINT STRIPES AT 36" O.C. AT 45 DEGREE ANGLE AT LOADING ZONE, CONTRASTING WITH BACKGROUND "NO PARKING" IN 12 INCH HIGH WHITE LETTERS AT EACH ACCESS AREA ACCESSIBLE PARKING SIGNAGE FOR POLE MOUNTED, SEE DETAIL INTERNATIONAL SYMBOL OF ACCESSIBILITY, SEE DETAIL O.C3' - 0 " 18 ' M I N . 9' MIN. 5' MIN. TYP. 9' MIN. 12" MAX.8 A-090A 1 A-090A 9 A-090A ELEVATION SECTION B 1 1/2" DRAINAGE SPACE EPOXY BOND CONCRETE BUMPER CONCRETE SLAB, SSD 1 1 / 2 " 5 1 / 2   " 3 1 / 2 " 1 1 / 2 " 4'-0" SEE PLANS. B EPOXY BOND SE E N O T E 1 NOTE 1: 36" FOR STANDARD HEAD- IN PARKING, 30" FOR COMPACT HEAD-IN PARKING PER SM PARKING STANDARDS PLAN 60 " M I N . C L R . 8" 1" 24 " CONCRETE SLAB, REF. PLAN 12" WHITE LETERS, BORDER AND INTERNATIONAL SYMBOL OF ACCESSIBILITY ON BLUE BACKGROUND ADD SIGN BELOW AT VAN ACCESSIBLE PARKING SPACE MOUNT SIGNS TO COMPLY WITH THE REQUIREMENTS OF "HAZARDS ON ROUTES" NOTES 8" SQ x 1/4" THICK STEEL PLATE. EPOXY TO CONCRETE SLAB 2 3/8" DIA. STEEL POST WELDED TO STEEL PLATE PARKING ONLY MINIMUIMFINE $250 VAN ACCESSIBLE MINIMUM 70 SQUARE INCH ACCESSIBILITY PARKING SIGNAGE EITHER POST OR WALL MOUNTED PER CBC SECTION 11B-502.6 80 " M I N . W H E R E S I G N O N P O S T OV E R H A N G S P A T H O F T R A V E L NOTES: MOUNT ON WALL WHERE POSSIBLE AND WHERE INDICATED ON PLANS SIGN TO BE MOUNTED 80" FROM FINISH GRADE TO BOTTOM OF SIGN SIGN CONSTRUCTION TO BE 0.50 GAUGE T 3 ALUMINUM WITH REFLECTORIZED WHITE LETTERS ON BLUE BACKGROUND BAKED ENAMEL FINISH, PER FEDERAL STANDARD 599B CONTRACTOR SHALL AFFIX ADDRESS AND TELEPHONE NUMBER AS A PERMANENT PART OF THE SIGN MOUNT SIGN W/ (2) 5/16" DIA. CARRIAGE BOLTS W/ PEENED THREADS 2" DIA. GALV. STL. STD. GAUGE FENCE POST. EMBED 18" INTO 12" DIA. x 24" DEEP CONC. FTNG UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT (NAME OF TOWING) ADDRESS ADDRESS OR BY TELEPHONING (XXX) XXX-XXXX. 17" MIN. 1" 1 1/2" 1" L E T T E R S I Z E M I N . 22 " M I N . 1"1 1/2" BE T W E E N T E X T L I N E S ( T Y P . ) 3/ 4 " S P A C E PLASTIC FRAME LE N G T H I S D O O R W I D T H + 4 2 " ) 60 " M I N . ( W H E N D O O R SW I N G S I N T O L A N D I N G , 60" MIN. OCCUPANCY IS 300+) 48" MIN. (60" MIN. WHEN SL O P E MA X . 1 : 1 2 60" MIN. 60 " M I N . ( 7 2 " M I N . W H E N RA M P C H A N G E S D I R E C T I O N )SLOPEMAX. 1:12DOOR, WHERE OCCURS TOP LANDING RAMP INTERMEDIATE LANDING RAMP NOTES: MAX. SURFACE SLOPE FOR ALL RAMPS IS 1:12 CROSS SLOPE OF RAMP SURFACE SHALL NOT BE STEEPER THAN 1:48 BOTTOM OF LANDING IS A MINIMUM OF 72" LONG IN THE RAMP DIRECTION WITH A MINIMUM WIDTH EQUAL TO THE WIDTH OF THE RAMP 3" MAX 42 " M I N (CBC 11B-405) 48 " M I N . RAMP SAME AS slopeslope FLARED SIDES 1:10 MAX SLOPE PERPENDICULAR CURB RAMPS PER CBC 11B-406.2 20 1 CURB RAMP SLOPEADJOINING SURFACE MAXIMUM SLOPE WITH 24" OF CURB RAMP 48" MIN. 48 " M I N . PARALLEL CURB RAMPS PER CBC 11B-406.3 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS PER 11B-406.5.8 RAMP RUN: 1:12 MAX SLOPE WITH 1:48 MAX CROSS SLOPE TOP LANDING 4' - 0" MIN. 3' - 0 " DETECTABLE WARNING WITHIN 6"-8" FROM LINE AT FACE OF CURB RAMP PER CBC 11B-705 9 A-090A 3' - 0 " DETECTABLE WARNING WITHIN 6"-8" FROM LINE AT FACE OF CURB RAMP PER CBC 11B-705 RAMP RUN: 1:12 MAX SLOPE WITH 1:48 MAX CROSS SLOPE TOP LANDING (BOTH SIDES) 4' - 0" TYPICAL PLAN TAPERED EDGES WHERE EXPOSED, IF NOT FULLY RECESSED INTO CONCRETE SLAB TYPICAL SECTION OF SURFACE MOUNTED TRUNCATED DOME TYPICAL PLAN OF TRUNCATED DOME PE R P L A N PER PLAN IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING A MINIMUM OF 3'-0" WIDE 2.3" - 2.4"0.65" MIN. 0.45" - 0.47" 0.9" - 0.92" 0. 1 8 " - 0 . 2 2 " 2. 3 " - 2 . 4 " PE R M A N F R . 1/ 4 " M A X . TYPICAL SECTION OF CAST-IN-PLACE TRUNCATED DOME FLOOR: PROVIDE CAST-IN- PLACE TRUNCATED DOME. SET WHILE CONCRETE IS STILL WET. PROVIDE FLUSH TRANSITION (1/4" MAX.) FROM FLOOR TO TRUNCATE DOME. TAPERED EDGES WHERE EXPOSED, IF NOT FULLY RECESSED INTO CONCRETE SLAB 27 " M A X X > 12 27 " - 8 0 " 12" MAX12" MAX 80 " M I N . X > 12 B -POSTS ON BOTH ENDSA -MOUNTED ON POST CBC 11B-307.3 CORNERS SHALL BE ROUNDED OR EASED WITH A MIN. RADIUS OF 1/8" 1" = 1'-0"1INTERNATIONAL SYMBOL OF ACCESSIBILITY 1/8" = 1'-0"5VAN ACCESSIBLE STALL 1/8" = 1'-0"6SHARED ACCESSIBLE STALL 1 1/2" = 1'-0"8WHEEL STOP 1/2" = 1'-0"9ACCESSIBLE PARKING SIGNAGE 1" = 1'-0"10TOW-AWAY ACCESSIBLE SIGN 3/16" = 1'-0"4ACCESSIBLE RAMP PLAN 1/4" = 1'-0"2CURB RAMPS 1 1/2" = 1'-0"3TRUNCATED DOME Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 5 A M As indicated ACCESSIBILITY DETAILS - SITE 24017A 01/30/2025 Author A-090A 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/4" = 1'-0"7POST-MOUNTED PROTRUDING OBJECTS DESCRIPTION DATE DR A F T 2' - 8" MIN. 2' - 0 " M A X 32" REDUCTION ALLOWED CBC 11B-403.5.1 EXCEPTION 1 2' - 0 " M A X 4' - 0 " M I N CONTINUOUS 3' - 0" MIN. 60" MIN PASSING SPACES CBC 11B-403.5.3 60 " M I N . (a) MIN. WIDTH FOR CORRIDORS 44" MIN.5' - 0" MIN (b) MIN. WIDTH FOR CORRIDORS OVER 200 FEET (c) PASSING METHODS FOR CORRIDORS WITH LENGTHS OVER 200 FEET AND WIDTH LESS THAN 60" 44" MIN 5' - 0" 5' - 0 " M I N 1' - 4" 44 " M I N 44" MIN 44 " M I N 36" MIN. 48" OR GREATER 36" MIN. (a) 90 DEGREE TURN AROUND OBSTRUCTION 36" MIN. < 48" 36" MIN. (b) 180 DEGREE TURN AROUND OBSTRUCTION 36 " M I N . 42" MIN. < 48" 42" MIN. 48 " M I N . 60 " M I N . CBC 11B-403.5.2 WHEELCHAIR TURNING SPACE AT OBSTRUCTION 12" MIN 36" MIN 12" MIN 2' - 0 " M I N . 3 6 " M I N ø 5' - 0" OPTION 1 OPTION 2 SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH CBC SECTION 11B-306 SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH CBC SECTION 11B-308 ONLY AT THE END OF EITHER THE BASE OR ONE ARM BASE ARM ARM NOTE: TURNING SPACES FOR WHEELCHAIRS SHALL BE STABLE, FIRM, SLIP RESISTANT, AND SHALL COMPLY WITH CBC SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 4" MAX > 2 7 " >= 8 0 " > 2 7 " A N D > 4 " P R O T R U S I O N CA N E D E T E C T A B L E R A N G E 27 " PROVIDE BARRIER AT CANE DETECTABLE RANGE (A)(B)(C) 12 2 1 FRONT APPROACH **48"MIN. IF DOOR HAS A CLOSER PER CBC 11B-404.2.4.1 NOTES: DOORMATS MUST BE SECURELY ATTACHED. TRANSITION BETWEEN DOORMAT AND SURROUNDING HARD SURFACE IS SUBJECT TO THE SAME REQUIREMENTS AS LEVEL CHANGES MAT CARPETING MUST CONSIST OF: A. LEVEL LOOP B. TEXTURE LOOP C. LEVEL CUT PILE D. OR LEVEL CUT/UNCUT PILE TEXTURE METAL THRESHOLD FINISH FLOOR EVEN THRESHOLD IF PILE HEIGHT EXCEEDS 1/4", THEN EDGES MUST HAVE BEVELED TRIM EXPOSED EDGE 1/2" MAX. PILE THICKNESS TRANSITION TRIM FIRM PAD LATCH APPROACHHINGE APPROACH *18" MIN. CLR AT INTERIOR DOORS; 24" MIN. CLR AT EXTERIOR DOORS **IF DOOR HAS BOTH A LATCH AND A CLOSER PER CBC 11B-404.2.4.1 **48" MIN. IF DOOR HAS BOTH A LATCH AND CLOSER PER CBC 11B-404.2.4.1 48 " M I N . 60 " M I N . 18" MIN.*36" MIN. . 24" MIN. 24" MIN. CB C 1 1 B - 4 0 4 . 2 . 4 60 " M I N . P E R 44 " M I N . * * 44 " M I N . * * 54" MIN. FACE OF DOOR TO STOP 32" MIN. FROM 12" MIN.** 1/ 4 " M A X . AT 1 : 2 S L O P E 1/ 2 " M A X . . 60 " M I N . 22" MIN. BE V E L 1/ 4 " M A X VE R T I C A L 1/ 4 " M A X BEVEL 1 2 PER CBC SECTION 404.2.5 GUIDE RAIL DETAIL GUIDE CURB EXAMPLE GUIDE CURB DETAIL ADJACENT WALL WHERE OCCURS POST GUIDE CURBGUIDE RAIL GUIDE CURB HANDRAIL 2" - 4 " TO SUIT DESIGNHI G H 4" M I N . 34 " - 3 8 " 48" MIN. CLEAR (a) PULL SIDE APPROACH *18" MIN. CLR AT INTERIOR DOORS; 24" MIN. CLR AT EXTERIOR DOORS 60 " M I N . 18" MIN.* X> 8 " (b) PUSH SIDE APPROACH 48 " M I N . X> 8 " (c) PUSH SIDE APPROACH -DOOR WITH LATCH AND CLOSER 48 " M I N . 12" MIN. X> 8 " DOOR CLEARANCE AT RECESS > 8" PER CBC 11B-404.2.4.3 42 " M I N . (d) SIDE APPROACH -DOORWAYS WITHOUT DOORS/ GATES 42 " M I N . 42 " M I N . (c) STOP OR LATCH SIDE APPROACH MIN. 2' - 0" 48 " M I N . (a) FRONT APPROACH (b) POCKET OR HINGE SIDE APPROACH 42 " M I N . 22" MIN. PER CBC 11B-404.2.4.2 48 " M I N . 48 " M I N . 48 " M I N . DOOR IN SERIES AND GATES IN SERIES PER CBC 11B-404.2.6 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 6 A M As indicated ACCESSIBILITY DETAILS - ACCESSIBLE ROUTE 24017A 01/30/2025 Author A-090B 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 3/8" = 1'-0"1WHEELCHAIR PASSAGE WAY 1/4" = 1'-0"2WHEELCHAIR PASSING 1/4" = 1'-0"3TURNAROUND AROUND OBSTRUCTION 3/8" = 1'-0"4TURNING SPACE AT OBSTRUCTION 3/8" = 1'-0"5PROTRUDING OBJECTS 1/4" = 1'-0"7DOORS 3/8" = 1'-0"6RAMPS AND RAILS 1/4" = 1'-0"9DOOR CLEARANCE AT RECESS 1/4" = 1'-0"10DOORWAY, SLIDING/FOLDING DOOR CLEARANCE 1/4" = 1'-0"11DOORS IN SERIES DESCRIPTION DATE DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 7 A M ACCESSIBILITY NOTES - BUILDING SPACES 24017A 01/30/2025 Author A-091 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 NOTES - ACCESSIBILITY - GENERAL #DESCRIPTION VIEW CODE GENERAL AC-G1 THIS SHEET GENERALLY ILLUSTRATES CODE MINIMUM STANDARDS FOR BUILDING ACCESSIBILITY WITHIN THE PROJECT SITE. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THE PROJECT AC-G2 THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE FOLLOWING CODES AND ARE INTENDED TO PROVIDE THE CONTRACTOR THE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS. IF FURTHER INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CODE PRIOR TO FABRICATION OR INSTALLATION OF WORK (2019 CALIFORNIA BUILDING CODE 11B) AC-G7 WHERE A SITE, BUILDING, FACILITY, ROOM, OR SPACE CONTAINS MORE THAN ONE USE, EACH PORTION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS FOR THAT USE. (CBC 11B-201.2) NOTES - ACCESSIBILITY - BUILDING SPACES #DESCRIPTION VIEW CODE CITY/ LOCAL 1-GENERAL ACBS-G1 EXISTING BUILDING ELEMENTS AND SPACES THAT ARE NOT BEING ALTERED ARE NOT REQUIRED TO MEET NEW ACCESSIBLITY REQUIREMENTS ACBS-G2 ALL AREAS OF NEWLY DESIGNED AND NEWLY CONSTRUCTED BUILDINGS AND FACILITIES AND ALTERED PORTIONS OF EXISTING BUILDINGS AND FACILITIES SHALL COMPLY WITH THESE REQUIREMENTS. (CBC 11B-201.1) 2-KITCHEN, KITCHENETTES, WET BARS AND SINKS ACBS-K1 WHERE SINKS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED IN EACH ACCESSIBLE ROOM OR SPACE SHALL COMPLY WITH 11B-606 EXCEPTION: MOP, SERVICE OR SCULLERY SINKS SHALL NOT BE REQUIRED TO COMPLY WITH 11B-212.3 (CBC 11B-212.3) ACBS-K2 KITCHEN SINK CLEAR FLOOR SPACE SHALL COMPLY WITH 11B-305 AND BE POSITIONED FOR FORWARD APPROACH. KNEE AND TOE CLEARANCE COMPLYING WITH 11B-306 SHALL BE PROVIDED. EXCEPTION: 1. A PARALLEL APPROACH COMPLYING WITH 11B-305 SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED AND TO WET BARS. 11/A-092A (CBC 11B-606.2) ACBS-K3 SEE DETAIL FOR ADDITIONAL KITCHEN CLEARANCE REQUIREMENTS 10/A-092A ACBS-K4 CONTROLS FOR FAUCETS SHALL COMPLY WITH 11B-309. HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. (CBC 11B-606.4) ACBS-K5 WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. (CBC 11B-606.5) ACBS-K6 AT LEAST 50% OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 11B-811.(CBC 11B-804.5) ACBS-K7 KITCHEN APPLIANCES SHALL BE PROVIDED AT EACH APPLIANCE WITH A CLEAR FLOOR OR GROUND SPACE COMPYING WITH 11B-305. ALL APPLIANCE CONTROLS SHALL COMPLY WITH 11B-309. (SEE NOTES FOR OPERABLE PARTS UNDER BUILDING ELEMENTS) EXCEPTIONS: 1. APPLIANCE DOORS AND DOOR LATCHING DEVICES SHALL NOT BE REQUIRED TO COMPLY WITH FORCE REQUIREMENTS. 2. BOTTOM-HINGED APPLIANCE DOORS, WHEN IN THE OPEN POSITION, SHALL NOT BE REQUIRED TO COMPLY WITH HEIGHT REQUIREMENTS OF OPERABLE PARTS. (CBC 11B-804.6) ACBS-K8 CLEAR FLOOR OR GROUND SPACE SHALL BE POISITIONED ADJACENT TO THE DISHWASHER DOOR. THE DISHWASHER DOOR, IN THE OPEN POSITION, SHALL NOT OBSTRUCT THE CLEAR FLOOR OR GROUND SPACE FOR THE DISHWASHER ROR THE SINK. (CBC 11B-804.6.3) ACBS-K9 COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50% OF THE FREEZER SPACE 54" MAX. AFF OR GROUND. THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH TO THE SPACE DEDICATED TO A REFRIGERATOR/FREEZER WITH THE CENTERLINE OF THE CLEAR FLOOR OR GROUND SPACE OFFSET 24" MAX. FROM THE CENTERLINE OF THE DEDICATED SPACE. (CBC 11B-804.6.6) ACC-K1 KITCHENS, KITCHENETTES AND WET BARS SHALL COMPLY WITH SECTION 11B-804.(CBC 11B-212.2) 3-TOILET AND BATHING FACILITIES ACBS-B1 WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED, THEY SHALL COMPLY WITH 11B-213.(CBC 11B-213.1) ACBS-B2 WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH 11B-603. WHERE BATHING ROOMS ARE PROVIDED, EACH BATHING ROOM SHALL COMPLY WITH SECTION 11B-603 (CBC 11B-213.2) ACBS-B3 UNISEX (SINGLE-USER OR FAMILIY) TOILET ROOMS SHALL CONTAIN NOT MORE THAN ONE LAVATORY, AND NOT MORE THAN TWO WATER CLOSETS WITHOUT URINALS OR ONE WATER CLOSET AND ONE URINAL. UNISEX (SINGLE-USER OR FAMILY) BATHING ROOMS SHALL CONTAIN ONE SHOWER OR ONE SHOWER AND ONE BATHTUB, ONE LAVATORY, AND ONE WATER CLOSET. DOORS TO UNISEX (SINGLE-USER OR FAMILY) TOILET ROOMS AND UNISEX (SINGLE-USER OR FAMILY) BATHING ROOMS SHALL HAVE PRIVACY LATCHES (CBC 11B-213.2.1) ACBS-B4 WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST FIVE PERCENT OF THE TOILET COMPARTMENTS, OR FIVE PERCENT OF THE COMBINATION OF TOILET COMPARTMENTS AND URINALS, BUT NO FEWER THAN ONE TOILET COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.1. IN ADDITION TO THE COMPARTMENTS REQUIRED TO COMPLY WITH SECTION 11B-604.8.1, WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED, OR WHERE THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES, TOILET COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2 SHALL BE PROVIDED IN THE SAME QUANTITY AS THE TOILET COMPARTMENTS REQUIRED TO COMPLY WITH SECTION 11B-604.8.1. (CBC 11B-213.3.1) ACBS-B5 WHERE WATER CLOSETS ARE PROVIDED, AT LEAST 5 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY WITH SECTION 11B-604. (CBC 11B-213.3.2) ACBS-B6 WHERE ONE OR MORE URINALS ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY WITH SECTION 11B-605. (CBC 11B-213.3.3) ACBS-B7 WHERE LAVATORIES ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY WITH SECTION 11B-606 AND SHALL NOT BE LOCATED IN A TOILET COMPARTMENT. (CBC 11B-213.3.4) ACBS-B8 WHERE MIRRORS ARE PROVIDED, AT LEAST ONE SHALL COMPLY WITH SECTION 11B-603.3.(CBC 11B-213.3.5) ACBS-B9 WHERE BATHTUBS OR SHOWERS ARE PROVIDED, AT LEAST ONE BATHTUB COMPLYING WITH SECTION 11B-607 OR AT LEAST ONE SHOWER COMPLYING WITH SECTION 11B-608 SHALL BE PROVIDED. WHERE TWO OR MORE ACCESSIBLE SHOWERS ARE PROVIDED WITHIN THE SAME FUNCTIONAL AREA, AT LEAST ONE SHOWER SHALL BE OPPOSITE HAND FROM THE OTHER OR OTHERS (THAT IS, ONE LEFT-HAND CONTROLS VERSUS RIGHT-HAND CONTROLS). (CBC 11B-213.3.6) ACBS-B10 WHERE COAT HOOKS OR SHELVES ARE PROVIDED IN TOILET ROOMS WITHOUT TOILET COMPARTMENTS, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH SECTION 11B-603.4. WHERE COAT HOOKS OR SHELVES ARE PROVIDED IN TOILET COMPARTMENTS, AT LEAST ONE OF EACH TYPE COMPLYING WITH SECTION 11B-604.8.3 SHALL BE PROVIDED IN TOILET COMPARTMENTS REQUIRED TO COMPLY WITH SECTION 11B-213.3.1. WHERE COAT HOOKS OR SHELVES ARE PROVIDED IN BATHING FACILITIES, AT LEAST ONE OF EACH TYPE COMPLYING WITH SECTION 11B-603.4 SHALL SERVE FIXTURES REQUIRED TO COMPLY WITH SECTION 11B-213.3.6. (CBC 11B-213.3.7) ACBS-B11 TURNING SPACES COMPYING WITH 11B-304 SHALL BE PROVIDED WITHIN THE ROOM. REQUIRED CLEAR FLOOR SPACES, CLEARANCES AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE WITHOUT LIMITATION. OTER THAN DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS, A DOOR, IN ANY POSITION, SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12 INCHES MAXIMUM. (CBC 11B-603.2) ACBS-B12 SEE DETAIL FOR SINGLE OCCUPANCY TOILET REQUIREMENTS 1/A-091B ACBS-B13 SEE DETAIL FOR ACCESSIBLE TOILET COMPARTMENT REQUIREMENTS FOR MULTI-ACCOMODATION BATHROOMS WITH A FRONT FACING DOOR 3/A-091B ACBS-B14 SEE DETAIL FOR ACCESSIBLE TOILET COMPARTMENT REQUIREMENTS FOR MULTI-ACCOMODATION BATHROOMS WITH A SIDE FACING DOOR 5/A-091B ACBS-B15 FOR ALL OTHER BATHROOM AND SHOWER ROOM DIMENSIONAL REQUIREMENTS, SEE DETAILS A-091B ACBS-B16 WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. (CBC 11B-606.5) ACBS-B17 GRAB BARS WITHIN SHOWER STALLS SHALL COMPLY WITH 11B-609 AND SHALL BE PROVIDED IN ACCORDANCE WITH 11B-603. WHERE MULTIPLE GRAB BARS ARE USED, REQUIRED HORIZONTAL GRAB BARS SHALL BE INSTALLED AT THE SAME HEIGHT ABOVE THE FINISH FLOOR. WHERE SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, AN L-SHAPED OR U-SHAPED GRAB BAR MEETING THE DIMENSIONAL REQUIREMENTS OF 11B-608.3.2 OR 11B-608.3.3 SHALL BE PERMITTED. (CBC 11B-606.8.3) ACBS-B18 A FOLDING SEAT SHALL BE PROVIDED IN ROLL-IN TYPE SHOWERS AND TRANSFER TYPE SHOWER COMPARTMENTS AND COMPLY WITH 11B-610. (CBC 11B-606.8.4) ACBS-B19 THE ALLOWABLE STRESSES FOR SHOWER SEATS SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112N) IS APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. (CBC 11B-610.4) 4-DRESSING, FITTING, AND LOCKER ROOMS ACBS-LR1 WHERE DRESSING ROOMS, FITTING ROOMS, OR LOCKER ROOMS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE OF USE IN EACH CLUSTER PROVIDED SHALL COMPLY WITH SECTION 11B-803. EXCEPTION: IN ALTERATIONS, WHERE IT IS TECHNICALLY INFEASIBLE TO PROVIDE ROOMS IN ACCORDANCE WITH SECTION 11B-222.1, ONE ROOM FOR EACH SEX ON EACH LEVEL SHALL COMPLY WITH SECTION 11B-803. WHERE ONLY UNISEX ROOMS ARE PROVIDED, UNISEX ROOMS SHALL BE PERMITTED. (CBC 11B-222.1) NOTES - ACCESSIBILITY - BUILDING SPACES #DESCRIPTION VIEW CODE CITY/ LOCAL ACBS-LR2 WHERE COAT HOOKS OR SHELVES ARE PROVIDED IN DRESSING, FITTING OR LOCKER ROOMS WITHOUT INDIVIDUAL COMPARTMENTS, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH SECTION 11B-803.5. WHERE COAT HOOKS OR SHELVES ARE PROVIDED IN INDIVIDUAL COMPARTMENTS AT LEAST ONE OF EACH TYPE COMPLYING WITH SECTION 11B-803.5 SHALL BE PROVIDED IN INDIVIDUAL COMPARTMENTS IN DRESSING, FITTING, OR LOCKER ROOMS REQUIRED TO COMPLY WITH SECTION 11B-222.1. (CBC 11B-222.2) ACBS-LR3 WHERE MIRRORS ARE PROVIDED IN DRESSING, FITTING OR LOCKER ROOMS WITHOUT INDIVIDUAL COMPARTMENTS, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH SECTION 11B-803.6. WHERE MIRRORS ARE PROVIDED IN INDIVIDUAL COMPARTMENTS AT LEAST ONE OF EACH TYPE COMPLYING WITH SECTION 11B-803.6 SHALL BE PROVIDED IN INDIVIDUAL COMPARTMENTS IN DRESSING, FITTING OR LOCKER ROOMS REQUIRED TO COMPLY WITH SECTION 11B-222.1. (CBC 11B-222.3) ACBS-LR4 TURNING SPACE COMPLYING WITH 11B-304 SHALL BE PROVIDED WITHIN THE ROOM.(CBC 11B-803.2) ACBS-LR5 A BENCH COMPLYING WITH 11B-903 SHALL BE PROVIDED WITHIN THE ROOM (CBC 11B-803.4) ACBS-LR6 COAT HOOKS PROVIDED WITHIN THE ROOM SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN 11B-308. SHELVES SHALL BE 40" MIN. AND 48" MAX. AFF OR GROUND. COAT HOOKS SHALL NOT BE LOCATED ABOVE THE BENCH OR OTHER SEATING IN THE ROOM. (CBC 11B-803.5) ACBS-LR7 MIRRORS SHALL BE INSTALLED WITHIN THE BOTTOM EDGE OF THE REFLECTING SURFACE 20" MAX AFF OR GROUND. MIRRORS SHALL BE FULL LENGTH WITH A REFLECTIVE SURFACE 18" WIDE MIN. BY 54" HIGH MIN. AND SHALL BE MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A STANDING POSITION. (CBC 11B-803.6) 5-STORAGE ACBS-STO 1 WHERE STORAGE IS PROVIDED IN ACCESSIBLE SPACES, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH SECTION 11B-811. (CBC 11B-225.2) 6-DINING AREAS ACBS-D1 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 COMPLY WITH SECTION 11B-902. IN ADDITION, WHERE WORK SURFACES ARE PROVIDED FOR USE BY OTHER THAN EMPLOYEES, AT LEAST 5 PERCENT SHALL COMPLY WITH SECTION 11B-902. (CBC 11B-226.1) ACBS-D2 EXERCISE MACHINES AND EQUIPMENT SHALL HAVE A CLEAR FLOOR SPACE COMPLYING WITH 11B-305 POSITIONED FOR TRANSFER OR FOR USE BY AN INDIVIDUAL SEATED IN A WHEELCHAIR. CLEAR FLOOR FOR GROUND SPACES REQUIRED AT EXERCISE MACHINES AND EQUIPMENT SHALL BE PERMITTED TO OVERLAP. (CBC 11B-1004.1) 7-EXERCISE ROOMS ACBS-ER1 AT LEAST ONE OF EACH TYPE OF EXERCISE MACHINE AND EQUIPMENT SHALL COMPLY WITH SECTION 11B-1004.(CBC 11B-236.1) ACBS-ER2 AT LEAST ONE OF EACH TYPE OF EXERCISE MACHINE AND EQUIPMENT SHALL COMPLY WITH SECTION 11B-1004.(CBC 11B-236.1) 8-COMMON USE AREAS AND EMPLOYEE WORK AREAS ACBS-EW1 COMMON USE AREAS AND EMPLOYEE WORK AREAS SHALL COMPLY WITH THIS SECTION (CBC 11B-236.1) DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 DR A F T 15 " M I N . WH E R E B A S E C A B I N E T I S I N S T A L L E D 2' - 0 " 48 " M I N . FWD. APPROACH MANEUVERING SPACE 34 " M A X . 40 " M A X . T O R E F L E C T I V E S U R F A C E RIM/COUNTER MIRROR 30 " M I N . 18 " M I N . KNEE CLR 17" - 25" A-092A 5 NOTES: THERE SHALL BE NO SHARP OR ABRASIVE ELEMENTS UNDER THE LAVATORY. SEE CBC SECTION 11B-606.5 PLANSECTION SECTION B (AT TUB) SECTION A (AT WALL) FIBERGLASS TUB ENCLOSURE 5/8" TYPE X GYP. BD & FINISH (SEE INT. ELEV.) 2X6 BLOCKING STRUCTURAL SUPPORT FOR GRAB BAR 1-1/4" TO 2" DIA THE GRAB BAR SHALL BE CAPABLE OF WITHSTANDING A SHEAR FORCE OF 250# WITHOUT BENDING OR PULLING OUT OF WALL 2X14 STRUCTURAL SUPPORT WHERE SHOWN 1 1/2" 17 " - 1 9 " GR A B B A R 33 " - 3 6 " T O T O P O F SEAT SE A T W A L L SE A T W A L L TRANSFER TYPE SHOWER STANDARD ROLL-IN TYPE SHOWER ALTERNATE ROLL-IN TYPE SHOWER 27" MAX. 48 " M A X . CONTROL GR A B B A R 33 " - 3 6 " T O T O P O F SEAT 17 " - 1 9 " SE A T W A L L 17 " - 1 9 " SEAT CONTROL GR A B B A R 33 " - 3 6 " T O T O P O F BACK WALL SE A T W A L L CONTROL WALL SE A T W A L L 42" MIN. 60" MIN. 60" MIN. 36 " M I N . 30 " M I N . 15" - 16" 14 " - 1 5 " 22" - 23" SEAT DIMENSIONS, TYP. PER 2016 CBC SECTION 11B-608.2 36 " M I N . SEAT WALL CO N T R O L WA L L 36" CLR. MIN. OPENING 1/ 2 " M A X . S L O P E 1/ 2 " M A X . S L O P E 1/ 2 " M A X . S L O P E CO N T R O L W A L L 18" 1' - 3" MAX 48 " M A X . CONTROL 36" BACK WALL CONTROL WALL 3" MAX. 2 1 / 2 " M A X . 1 1/2" MAX 15 " - 1 6 " 1 1 / 2 " M A X 2 1/2" MAX 19" MIN. 19" MIN 27" MAX 15" MAX ALTERNATE CONTROL LOCATION 48 " M A X 6" MAX 6" M A X 6" M A X 6" MAX 6" MAX TO EDGE OF WATER CLOSET FLUSH ACTIVATOR ON WIDE SIDE REFER TO DETAIL FOR GRAB BAR REQUIREMENTS RECESSED PAPER TOWEL DISPENSER & WASTE RECEPTACLE WALL MIRROR CL 17" - 18" CLR. CL 18" MIN. 24 " M I N . 1 2 " M A X . DIA. CLR. 60" MIN. 48 " M I N . C L R . 32" MIN. CLR. 60" MIN. 54 " M I N . 56 " M I N . C L R . F L O O R S P A C E 12 " M A X . ON OPEN SIDE 18" MIN TO WALL 60" X 48" CLEARANCE SPACE 48" X 30" CLEAR FLOOR SPACE 5' - 0 " FLOOR FINISH SHALL EXTEND TO WALL SEAT COVER DISPENSER 12 A-091B REFER TO DETAIL FOR TYPICAL HEIGHT DIMENSIONS 9 A-091B REFER TO DETAIL FOR SIGNAGE (ALL GENDER) 6 A-093A PER CBC FIGURE 11B-604.8.1.1.3 TOILET GRAB BAR SEE DETAIL 17" - 18" 56 " M I N . F O R W A L L - M O U N T E D W . C . 12 " M A X . 24 " M I N . 18" MIN.32" MIN. CLR. 4" MAX. 59 " M I N . F O R F L O O R - M O U N T E D W . C . 54 " M I N . 48 " M I N . C L R . 60" MIN. 12" MIN. 24" MIN. 9 A-091B WH E N D O O R S W I N G S I N 36 " M I N . AREA WITHIN 48" OF TOILET AND PAST THE 56" OR 59" CLEARANCE SHALL BE PERMITTED TO HAVE DOOR SWING OVER AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9" MIN. AFF AND 6" DEEP MIN BEYOND COMPARTMENT-SIDE FACE OF PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. COMPARTMENT WITH A WIDTH GREATER THAN 66" WIDE IS NOT REQUIRED TO PROVIDE TOE CLEARANCE. (11B-604.8.1.4) PER CBC FIGURE 11B-604.8.1.1.2 TOILET GRAB BAR SEE DETAIL 17" - 18" 12 " M A X . 24 " M I N . 54 " M I N . 12" MIN. 24" MIN. 9 A-091B AREA WITHIN 60" OF TOILET AND PAST THE 56" OR 59" CLEARANCE SHALL BE PERMITTED TO HAVE DOOR SWING OVER 60 " M I N 56 " M I N . @ W A L L M O U N T E D W . C . 59 " M I N . @ F L O O R M O U N T E D W . C . 60" MIN 36 " M I N F O R I N - S W I N G D R MA X 4" 32 " M I N . C L R AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9" MIN. AFF AND 6" DEEP MIN BEYOND COMPARTMENT-SIDE FACE OF PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. COMPARTMENT WITH A WIDTH GREATER THAN 66" WIDE IS NOT REQUIRED TO PROVIDE TOE CLEARANCE. (11B-604.8.1.4) BACKING PLATE TOP OF SEAT FACE OF WALL GRAB BAR AT ACCESSIBLE TOILET TOILET ROOM PLUMBING FIXTURE HEIGHTS/DIMENSIONS FRONT ELEVATION SIDE ELEVATION 1' - 6" MAX. 6" 36" MIN. 12" MAX.42" MIN. 24" MIN. 32 " M A X . 38 " M I N . SEE DETAIL FOR GRAB BAR SECTION 12" MIN. 24" MIN. 54" MIN. 17 " - 1 9 " 33 " - 3 6 " FACE OF WALL 10 A-091B PER CBC 11B-604.5 MIRROR FEMININE NAPKIN DISPENSER PAPER TOWEL DISPENSER AND DISPOSAL TO COIN SLOT OR OPERABLE PARTS PAPER TOWEL DISPENSER & WASTE 40 " M A X . TO THE BOTTOM OF THE REFLECTIVE SURFACE 44 " * FO R W A R D O R S I D E R E A C H 48 " A T O T H E R COAT HOOK * AT OBSTRUCTED HIGH FORWARD REACH OVER OBSTACLES 20" -25" DEEP SHELVES WHERE OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE, WITH THE OPERABLE PART LOCATED WITHIN 40" MAX. ABOVE THE FINISH FLOOR FACE OF WALL ELEVATION DISTANCE FROM THE FRONT EDGE OF THE TOILET SEAT TO THE CENTERLINE OF THE TOILET PAPER DISPENSER RECESSED SEAT COVER DISPENSER TOILET PARTITION OR WALL 1-1/4" DIA. S.S. GRAB BAR 12 " 24" MIN. 40 " M A X . 48" MIN. CLR. 7" - 9" * 33 " - 3 6 " *19" MIN. TO OPENING OF TOILET PAPER DISPENSER & SANITARY NAPKIN DISPOSAL WHEN SANITARY DISPOSAL IS REQUIRED, DISPOSAL UNIT SHALL BE LOCATED BETWEEN WALL AND TOILET PAPER DISPENSER PER 11B-604.7.2 TOILET PAPER DISPENSER PER CBC 11B-604 17 " M A X . 13 1/2" MIN. WALL HUNG URINAL 13 1/2" MIN. STALL TYPE 48 " 30" X Y** IF X>=24", Y = 18" IF X<24", Y = 15" PLAN SECTION 44 " M A X T O F L U S H C O N T R O L MA X T O F L U S H C O N T R O L 12 " M I N . 1 1 / 2 " M I N . PROTRUDING OBJECT ABOVE GRAB BAR PROTRUDING OBJECT BELOW GRAB BAR 4" MAX. 4" MAX EXCEPTIONS: 1. THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARS SHALL BE PERMITTED TO BE 1 1/2" MIN. 2. FOR L-SHAPED OR U-SHAPED GRAB BARS COMPLYING WITH 11B-609.9, THE SPACE BETWEEN THE WALLS AND GRAB BAR SHALL BE 1 1/2" MIN. FOR A DISTANCE OF 6" ON EITHER SIDE OF THE INSIDE CORNER BETWEEN TWO ADJACENT WALL SURFACES PER CBC 11B-609.3 6' - 0 " SHOWER HEAD WITH A HOSE 59" LONG MIN. ADJUSTABLE HEIGHT VERTICAL BAR, NOT TO OBSTRUCT USE OF GRAB BARS CONTROLS TO BE LOCATED 38" MIN TO 48" MAX AFF. FOR CONTROL LOCATION REQUIREMENTS, SEE:4' - 0 " M A X 7 A-091B PER CBC 11B-608.6 1/2" = 1'-0"11LAVATORY/SINK 3" = 1'-0"10TOILET / SHOWER GRAB BAR 1/2" = 1'-0"7SHOWER Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 8 A M As indicated ACCESSIBILITY DETAILS - RESTROOM AND SHOWER 24017A 01/30/2025 Author A-091B 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/2" = 1'-0"1SINGLE OCCUPANCY TOILET (ALL-GENDER) 1/2" = 1'-0"3TOILET COMPART. WITH FRONT DR 1/2" = 1'-0"5TOILET COMPART. WITH SIDE DR1/2" = 1'-0"9COMMON AREA OR PUBLIC BATHROOM -TOILET3/8" = 1'-0"13TOILET ROOM ACCESSORY MOUNTING HEIGHTS 1/2" = 1'-0"12TOILET ROOM ACCESSORY MOUNTING HEIGHTS 1/2" = 1'-0"14ACCESSIBLE URINAL 1 1/2" = 1'-0"15CLEARANCE AROUND GRAB BAR 1/2" = 1'-0"16SHOWER SPRAY DESCRIPTION DATE DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 8 A M ACCESSIBILITY NOTES - BUILDING ELEMENTS 24017A 01/30/2025 Author A-092 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 NOTES - ACCESSIBILITY - BUILDING ELEMENTS #DESCRIPTION VIEW CODE CITY/ LOCAL 1-GENERAL ACBE-G1 EXISTING BUILDING ELEMENTS AND SPACES THAT ARE NOT BEING ALTERED ARE NOT REQUIRED TO MEET NEW ACCESSIBLITY REQUIREMENTS 2-DOOR AND DOORWAYS ACBE-DR1 WITHIN A BUILDING OR FACILITY, EVERY DOOR, DOORWAY OR GATE SERVING ROOMS AND SPACES THAT ARE ACCESSIBLE SHALL COMPLY WITH SECTION 11B-404 (CBC 11B-206.5.2) ACBE-DR2 DOORS, DOORWAYS, AND GATES DESIGNED TO BE OPERATED ONLY BY SECURITY PERSONNEL SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 11B-404.2.7, 11B-404.2.8, 11B-404.2.9, 11B-404.3.2 AND 11B-404.3.4 THROUGH 11B-404.3.7. A SIGN VISIBLE FROM THE APPROACH SIDE COMPLYING WITH SECTION 11B-703.5 SHALL BE POSTED STATING "ENTRY RESTRICTED AND CONTROLLED BY SECURITY PERSONNEL". (CBC 11B-404.1 EXCEPTION 1) ACBE-DR3 DOOR OPENINGS SHALL PROVIDED A CLEAR WIDTH OF 32" MIN. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24" DEEP SHALL PROVIDE A CLEAR OPENING OF 36" MIN. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34" ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34" AND 80" ABOVE THE FLOOR FINISH OR GROUND SHALL NOT EXCEED 4". EXCEPTION: DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78" MIN. ABOVE THE FINISH FLOOR OR GROUND. (CBC 11B-404.1 EXCEPTION 1) ACBE-DR4 SEE VIEW FOR MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES. 7/A-090B ACBE-DR5 SEE VIEW FOR MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS, AND MANUAL FOLDING DOORS 10/A-090B ACBE-DR6 FOR DOORS WITH RECESSES MORE THAN 8" BEYOND THE FACE OF THE DOOR, SEE VIEW FOR CLEARANCES REQUIRED. 9/A-090B ACBE-DR7 FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTIONS: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH SECTION 11B-404.2.5 SHALL BE PERMITTED. SEE VIEW FOR THRESHOLDS. 7/A-090B (CBC 11B-404.2.4.4) ACBE-DR8 SEE VIEW FOR DOORS IN SERIES AND GATES IN SERIES MANEUVERING CLERANCES. 11/A-090B ACBE-DR9 HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4 (SEE OPERABLE PARTS SECTION). OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (864 MM) MINIMUM AND 44 INCHES (1118 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. EXCEPTIONS: EXISTING LOCKS SHALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS WITHOUT STILES, EXISTING OVERHEAD ROLLING DOORS OR GRILLES, AND SIMILAR EXISTING DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED ONLY AT THE TOP OR BOTTOM RAIL. ACBE-DR10 DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MIN. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. (CBC 11B-404.2.8) ACBE-DR11 THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.7 N). 4. EXTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. EXCEPTION: POWERED DOORS COMPLYING WITH 11B-404.2.9 EXCEPTIONS (CBC 11B-404.2.9) ACBE-DR12 SWINGING DOORS AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: 1. SLIDING DOORS 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVE A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MIN. FROM THE HORIZONTAL. 3. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND. (CBC 11B-404.2.9) 3-CLEAR SPACES ACBE-CS1 FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. (CBC 11B-305.2) ACBE-CS2 THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES (762 MM) MINIMUM BY 48 INCHES (1219 MM) MINIMUM. (CBC 11B-305.3) ACBE-CS3 UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306. (CBC 11B-305.4) ACBE-CS4 UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. (CBC 11B-305.5) ACBE-CS5 ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CLEAR FLOOR OR GROUND SPACE MAY OVERLAP AN ACCESSIBLE ROUTE, UNLESS SPECIFICALLY PROHIBITED ELSEWHERE IN THIS CHAPTER. (CBC 11B-305.6) ACBE-CS6 ALCOVES SHALL BE 36 INCHES (914 MM) WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24 INCHES (610 MM). ALCOVES SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15 INCHES (381 MM). 1/A-092A (CBC 11B-305.7) ACBE-CS7 WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE, THE SPACE SHALL COMPLY WITH SECTION 11B-306. ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE. SEE VIEW FOR REQUIRED KNEE AND TOE CLEARANCE. 5/A-092A (CBC 11B-306.1) NOTES - ACCESSIBILITY - GENERAL #DESCRIPTION VIEW CODE GENERAL AC-G1 THIS SHEET GENERALLY ILLUSTRATES CODE MINIMUM STANDARDS FOR BUILDING ACCESSIBILITY WITHIN THE PROJECT SITE. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THE PROJECT AC-G2 THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE FOLLOWING CODES AND ARE INTENDED TO PROVIDE THE CONTRACTOR THE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS. IF FURTHER INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CODE PRIOR TO FABRICATION OR INSTALLATION OF WORK (2019 CALIFORNIA BUILDING CODE 11B) AC-G7 WHERE A SITE, BUILDING, FACILITY, ROOM, OR SPACE CONTAINS MORE THAN ONE USE, EACH PORTION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS FOR THAT USE. (CBC 11B-201.2) NOTES - ACCESSIBILITY - BUILDING ELEMENTS #DESCRIPTION VIEW CODE CITY/ LOCAL 4-REACH RANGE ACBE-RR1 REACH RANGES SHALL COMPLY WITH 11B-308. ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. (CBC 11B-308.1) ACBE-RR2 RECEPTACLES, CONTROLS, AND SWITCHES THAT ARE AN INTEGRAL PART OF WORKSTATION FURNISHINGS, FIXTURES, AND EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 11B-308.1.1 AND 11B-308.1.2. (CBC 11B-203.9) ACBE-RR3 FORWARD REACH RANGES SHALL COMPLY WITH 11B-308.2. SEE VIEW FOR MORE INFORMATION 3/A-092A ACBE-RR4 SIDE REACH RANGES SHALL COMPLY WITH 11B-308.3. SEE VIEW FOR MORE INFORMATION 4/A-092A 5 - OPERABLE PARTS ACBE-OP1 OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE ROUTES, AND IN ACCESSIBLE ROOMS AND SPACES SHALL COMPLY WITH SECTION 11B-309. EXCEPTIONS: 1. OPERABLE PARTS THAT ARE INTENDED FOR USE ONLY BY SERVICE OR MAINTENANCE PERSONNEL SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309. 2. ELECTRICAL OR COMMUNICATION RECEPTACLES SERVING A DEDICATED USE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309. 3. RESERVED. 4. FLOOR ELECTRICAL RECEPTACLES SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309. 5. HVAC DIFFUSERS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309. 6. EXCEPT FOR LIGHT SWITCHES, WHERE REDUNDANT CONTROLS ARE PROVIDED FOR A SINGLE ELEMENT, ONE CONTROL IN EACH SPACE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309. 7. CLEATS AND OTHER BOAT SECUREMENT DEVICES SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309.3. 8. EXERCISE MACHINES AND EXERCISE EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309. (CBC 11B-205.1) ACBE-OP2 OPERABLE PARTS SHALL BE PROVIDED WITH A CLEAR FLOOR OR GROUND SPACE. SEE CLEAR SPACE SECTION (CBC 11B-309.2) ACBE-OP3 OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. SEE REACH RANGE SECTION (CBC 11B-309.3) ACBE-OP4 OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM. (CBC 11B-309.4) 6-WINDOWS ACBE-WIN1 WHERE GLAZED OPENINGS ARE PROVIDED IN ACCESSIBLE ROOMS OR SPACES FOR OPERATION BY OCCUPANTS, AT LEAST ONE OPENING SHALL COMPLY WITH SECTION 11B-309. EACH GLAZED OPENING REQUIRED BY AN ADMINISTRATIVE AUTHORITY TO BE OPERABLE SHALL COMPLY WITH SECTION 11B-309. (CBC 11B-229.1) 7-DRINKING FOUNTAINS ACBE-DF1 NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. WHEN PROVIDED, ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTIONS 11B-602.1 THROUGH 11B-602.6, 11B-602.8, AND 11B-602.9 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTIONS 11B-602.7 AND 11B-602.9 EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES WITH SECTIONS 11B-602.1 THROUGH 11B-602.9, IT SHALL BE PERMITTED TO BE SUBSTITUDED FOR TWO SEPARATE DRINKING FOUNTAINS. (CBC 11B-211.2) ACBE-DF2 WHERE MORE THAN THE MINIMUM NUMBER OF DRINKING FOUNTAINS SPECIFIED IN SECTION 11B-211.2 ARE PROVIDED, 50 PERCENT OF THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH SECTIONS 11B-602.1 THROUGH 11B-602.6, 11B-602.8 AND 11B-602.9, AND 50 PERCENT OF THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH SECTIONS 11B-602.7 AND 11B-602.9 EXCEPTION: WHERE 50 PERCENT OF THE DRINKING FOUNTAINS YIELDS A FRACTION, 50 PERCENT SHALL BE PERMITTED TO BE ROUNDED UP OR DOWN PROVIDED THAT THE TOTAL NUMBER OF DRINKING FOUNTAINS COMPLYING WITH SECTION 11B-211 EQUALS 100 PERCENT OF DRINKING FOUNTAINS. (CBC 11B-211.3) ACBE-DF3 DRINKING FOUNTAIN UNITS SHALL HAVE A CLEAR FLOOR SPACE OR GROUND SPACE COMPLYING WITH 11B-305 POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE COMPLYING WITH 11B-306 SHALL BE PROVIDED. SEE DETAILS FOR CLEAR FLOOR SPACE AND KNEE/TOE CLEARANCES. 5/A-092A (CBC 11B-602.2) 8-GRAB BARS ACBE-GB1 GRAB BARS IN TOILET FACILITIES AND BATHING FACILITIES SHALL COMPLY WITH THIS SECTION ACBE-GB2 FOR NON-CIRCULAR CROSS SECTIONS OF GRAB BARS, THE GRAB BAR SHALL HAVE A CROSS-SECTION DIMENSION OF 2" MAX. AND A PERIMETER DIMENSION OF 4" MIN. AND 4.8" MAX. (CBC 11B-609.2.2) ACBE-GB3 SEE GRAB BAR DETAILS FOR ADDITIONAL REQUIREMENTS 10/A-091B ACBE-GB4 GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUND EDGES (CBC 11B-609.5) ACBE-GB5 GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.(CBC 11B-609.6) ACBE-GB6 GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SPACE. (CBC 11B-609.7) ACBE-GB7 ALLOWABLE STRESS SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112N) IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. (CBC 11B-609.8) ACBE-GB8 L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED (CBC 11B-609.9) DESCRIPTION DATE DR A F T 46 " M A X . TELE. / CRT. POWER F.F DEVICE HORIZONTAL METAL STRAP BETWEEN STUDS TELE/DATA/PO WER J-BOXES T"STAT ELEC. SWITCH DOOR BELL BUTTON CONNECTED TO PERMANENT WIRING TO CHIME (REF I.D. DWGS) SIDE REACH OVER OBSTRUCTION WITH 30" CLR. FLOOR SPACE FOR PARALLEL APPROACH INTERIOR ELEVATION EXTERIOR ELEVATION OUTLETS PLAN SECTION 12" MAX. 24" MAX. 48 " M A X . 8"MIN. 15 " M I N . AND AREA SEPARATIONS 2'-0" AT PARTY WALL 12" MAX. U. N . O . 3' - 6 " 34 " M A X . (a) PARALLEL APPROACH 4' - 0" MIN 30 " M I N (b) FORWARD APPROACH 4' - 0 " M I N 30" MIN (d) FORWARD APPROACH ALCOVE 30" MIN Y X IF X > 24", Y = 6" MIN. IF X <= 24", Y = 0" MIN. (a) PARALLEL APPROACH 4' - 0" MIN 30 " M I N Y X IF X > 15", Y = 12" MIN. IF X <= 15", Y = 0" MIN. NOTE: TURNING SPACES FOR WHEELCHAIRS SHALL BE STABLE, FIRM, SLIP RESISTANT, AND SHALL COMPLY WITH CBC SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. (a) UNOBSTRUCTED FORWARD REACH 4' - 0" 30 " M I N . 48" MIN. 15 " M I N 48 " M A X (b) FORWARD REACH OVER OBSTRUCTION 48" MIN. 48 " M A X 20" MAX 48" MIN. 44 " M A X 20"-25" MAX (a) UNOBSTRUCTED SIDE REACH 30" MIN. 48 " M I N . 15 " M I N 48 " M A X (b) SIDE REACH OVER OBSTRUCTION 30" MIN. 48 " M I N . X X RE A C H R A N G E Y IF X <= 10", Y = 15" AFF. MIN. ~ 48" AFF MAX. IF 10" < X <= 24"MAX, Y = 46" MAX., Z= 34" MAX. Z CLEAR KNEE AND TOE CLEARANCE (@ L A V A T O R Y O N L Y ) 29 " M I N . (KNEE CLEARANCE) 11" MIN (TOE CLEARANCE) 6" MAX 17" MIN 27 " M I N . 8" MIN 9" M I N EXTENSION UNDER ELEMENT 25" MAX. CBC 11B-306 NOTE: AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, KNEE CLEARANCE SHALL EXTEND 19" DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND PER 11B-306.3.3 EXCEPTION 2 15 " M I N . 5" M A X . 18" MIN. 32" MIN. DR I N K I N G F O U N T A I N S 18 " - 1 9 " F O R C A N T I L E V E R E D KNEE AND TOE CLEARANCE, SEE DETAIL 5 A-092A 36 " M A X 39 " - 4 3 " F O R S T A N D I N G P E R S O N A HI-LO DRINKING FOUNTAIN THAT COMPLIES WITH CBC 11B-602.1 THROUGH 11B-602.9 SHALL BE PERMITTED AS TWO DRINKING FOUNTAINS PER CBC 11B-211.2 18 " M I N . A L C O V E O R W I N G W A L L PLAN SECTION 4" MIN. FLOW OF WATER HEIGHT FROM SPOUT FO R W A R D R E A C H 48 " M A X . A T U N O B S T R U C T E D 15 " M I N . RE A C H O V E R O B S T R U C T I O N 44 " - 4 8 " * F O R W A R D * IF REACH DEPTH IS 20" MAX., HIGH FORWARD REACH IS 48" MAX IF REACH DEPTH IS 20" -25", HIGH FORWARD REACH IS 44" MAX 36 " M I N . ELECTRICAL OUTLET MOUNTED 46" MAX. AFF WHEN OBSTRUCTED HIGH SIDE REACH DEPTH IS 10" TO 24" MAX. CO U N T E R T O P 24 " D E E P 12 " M I N . CENTERLINE OF OUTLET APPLIANCE PROJECTING BEYOND FACE OF COUNTERTOP (WHERE OCCURS) RELOCATE CENTERLINE OF OUTLET, 12" MIN. FROM FACE OF PROTRUDING APPLIANCE IN ORDER TO ENSURE 30" X 48" MIN. CLR. FLOOR SPACE 12 " M I N . 48" MIN. CLR. TYPICAL KITCHEN U-SHAPED KITCHEN 60" MIN. CLR. KITCHEN CLEARANCES RANGE/OVEN SINK DW. REF. REQUIRED 30" X 48" CLR. SPACE, TYP. KITCHEN SINKS TO HAVE BASE CABINET WITH OPENING THAT HAS NO OBSTRUCTION FOR FORWARD APPROACH. SEE DETAIL KNEE & TOE SPACE PER DETAIL REF 60" MIN 30 " M I N . 30 " M I N . REF 30 " M I N . 30 " M I N . 30 " M I N . NOTES: • 30"X48" FORWARD APPROACH CLEAR SPACE FOR SINK. • 30"X48" FORWARD APPROACH FOR 30" WORK SURFACE • 30" X 48" CLEAR SPACE ADJACENT TO RANGE OR COOKTOP TO ALLOW PARALLEL APPROACH • 30" X 48" PARALLEL APPROACH AT OVEN, DISHWASHER, TRASH COMPACTOR OR REFRIDGERATOR • CLEAR DIMENSION BETWEEN FACES OF CABINETS, FIXTURES AND APPLIANCES • * SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE SHALL NOT BE REQUIRED TO COMPLY WITH TURNAROUND CLEARANCE FOR U-SHAPED KITCHEN 30" MIN. WORK SURFACE (W/ FORWARD APPROACH) 30 " . 5 A-092A PARALLEL APPROACH FOR SINK IS PERMITTED IF THERE IS NO COOKTOP OR CONVENTIONAL RANGE PER CBC 11B-606.2 11 A-092A PER 11B-804.2.2* CABINET DOOR CABINET WITH INSIDE FACE FINISHED 29 " M I N . C L R . FALSE DRAWER PANEL KITCHEN SINK 34 " M A X . 27 " M I N . C L R . INSULATED PIPE SLEEVE A-092A 5 INSET PANEL ATTACHED TO DOOR SECTION AXON VIEW 3 0 " M I N . C L R . 1/4" = 1'-0"7REACH RANGES AND MOUNTING HEIGHTS Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 1 9 A M As indicated ACCESSIBILITY DETAILS - BUILDING ELEMENTS 24017A 01/30/2025 Author A-092A 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/2" = 1'-0"1MINIMUM CLEAR FLOOR SPACE 1/4" = 1'-0"3FORWARD REACH 1/4" = 1'-0"4SIDE REACH RANGE 3/4" = 1'-0"5KNEE AND TOE CLEARANCE 1/2" = 1'-0"611B/A-092 -DRINKING FOUNTAIN 3/8" = 1'-0"8SWITCHES AND OUTLETS 3/16" = 1'-0"9KITCHEN REQUIREMENTS 3/4" = 1'-0"11BASE CAB. AT KITCHEN SINK DESCRIPTION DATE DR A F T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 2 0 A M ACCESSIBILITY NOTES - SIGNAGE 24017A 01/30/2025 Author A-093 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 NOTES - ACCESSIBILITY - GENERAL #DESCRIPTION VIEW CODE GENERAL AC-G1 THIS SHEET GENERALLY ILLUSTRATES CODE MINIMUM STANDARDS FOR BUILDING ACCESSIBILITY WITHIN THE PROJECT SITE. SEE PERTINENT SHEETS, DRAWINGS, AND SPECIFICATIONS FOR APPLICATION OF THESE STANDARDS TO THE PROJECT AC-G2 THE INFORMATION CONTAINED WITHIN THESE SHEETS ARE EXCERPTS FROM THE FOLLOWING CODES AND ARE INTENDED TO PROVIDE THE CONTRACTOR THE GENERAL REQUIREMENTS OF ACCESSIBILITY FOR THIS PROJECT. THE GENERAL CONTRACTOR SHALL BE KNOWLEDGEABLE OF AND SHALL BUILD TO ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS. IF FURTHER INFORMATION OR CLARIFICATION IS REQUIRED, CONSULT THE ARCHITECT OR REFERENCE THE CODE PRIOR TO FABRICATION OR INSTALLATION OF WORK (2019 CALIFORNIA BUILDING CODE 11B) AC-G7 WHERE A SITE, BUILDING, FACILITY, ROOM, OR SPACE CONTAINS MORE THAN ONE USE, EACH PORTION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS FOR THAT USE. (CBC 11B-201.2) NOTES - ACCESSIBILITY - SIGNAGE #DESCRIPTION VIEW CODE CITY/ LOCAL ENTRY & ROOM ID ACSG-ID1 IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES COMPLY WITH SECTION 11B-404, ENTRANCES COMPLYING WITH SECTION 11B-404 SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1. DIRECTIONAL SIGNS COMPLYING WITH SECTION 11B-703.5 THAT INDICATE THE LOCATION OF THE NEAREST ENTRANCE COMPLYING WITH SECTION 11B-404 SHALL BE PROVIDED AT ENTRANCES THAT DO NOT COMPLY WITH SECTION 11B-404. DIRECTIONAL SIGNS COMPLYING WITH SECTION 11B-703.5, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1, INDICATING THE ACCESSIBLE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE SHALL BE PROVIDED AT JUNCTIONS WHEN THE ACCESSIBLE ROUTE DIVERGES FROM THE REGULAR CIRCULATION PATH. (CBC 11B-216.6) MEANS OF EGRESS ACSG-EX1 SIGNS REQUIRED BY CHAPTER 10, SECTION 1013.4 AT DOORS TO EXIT PASSAGEWAYS, EXIT DISCHARGE, AND EXIT STAIRWAYS SHALL COMPLY WITH SECTIONS 11B- 703.1, 11B-703.2, 11B-703.3 AND 11B-703.5. (CBC 11B-216.4.1) ACSG-EX1 SIGNS REQUIRED BY CHAPTER 10, SECTION 1009.11 TO PROVIDE INSTRUCTIONS IN AREAS OF REFUGE SHALL COMPLY WITH SECTION 11B-703.5. SIGNS REQUIRED BY CHAPTER 10, SECTION 1009.9 AT DOORS TO AREAS OF REFUGE AND EXTERIOR AREAS FOR ASSISTED RESCUE SHALL COMPLY WITH SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5 AND INCLUDE AN INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1. (CBC 11B-216.4.2) ACSG-EX1 SIGNS REQUIRED BY CHAPTER 10, SECTION 1009.10 TO PROVIDE DIRECTIONS TO ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH SECTION 11B-703.5. (CBC 11B-216.4.3) ACSG-RC2 SEE DETAIL FOR DIMENSIONAL REQUIREMENTS FOR RAISED CHARACTERS 13/A-093A ACSG-RC3 BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH THIS SECTION ACSG-RC4 BRAILE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 11B-703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. (CBC 11B-703.3.1) ACSG-RC5 BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTILINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8" MIN. AND 1/2" MAX FROM ANY OTHER TACTILE CHARACTERS AND 3/8" MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS. (CBC 11B-703.3.2) ACSG-RC6 SEE DETAIL FOR INSTALLATION HEIGHT OF SIGNS WITH TACTILE CHARACTERS 3/A-093A (CBC 11B-703.4.1) ACSG-RC7 SEE DETAIL FOR TACTILE SIGNS PROVIDED AT A DOOR FOR LOCATION. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. 3/A-093A (CBC 11B-703.4.2) ACSG-RC8 SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. BY 18" MIN., CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. (CBC 11B-703.4.2) ACSG-RC9 WHERE PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. (CBC 11B-703.4.2) ACSG-RC1 0 WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL. (CBC 11B-703.4.2) PARKING ACSG-P1 SIGNS IDENTIFYING PARKING SPACES AND SIGNS WITHIN PARKING FACILITIES SHALL COMPLY WITH SECTION 11B- 216.5. (CBC 11B-216.5) ACSG-P2 PARKING SPACES COMPLYING WITH SECTION 11B-502 SHALL BE IDENTIFIED BY SIGNS COMPLYING WITH SECTIONS 11B-502.6 AND 11B-502.8. (CBC 11B-216.5) RAISED CHARACTERS AND BRAILLE ACSG-RC1 RAISED CHARACTERS SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 11B-703.3 (CBC 11B-703.2) SIGNAGE GENERAL ACSG-G1 INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL COMPLY WITH SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5. WHERE PICTOGRAMS ARE PROVIDED AS DESIGNATIONS OF PERMANENT ROOMS AND SPACES, THE PICTOGRAMS SHALL COMPLY WITH SECTION 11B- 703.6 AND SHALL HAVE TEXT DESCRIPTORS COMPLYING WITH SECTIONS 11B-703.2 AND 11B-703.5. EXCEPTION: EXTERIOR SIGNS THAT ARE NOT LOCATED AT THE DOOR TO THE SPACE THEY SERVE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-703.2. (CBC 11B-216.1) ACSG-G2 SIGNS THAT PROVIDE DIRECTION TO OR INFORMATION ABOUT INTERIOR AND EXTERIOR SPACES AND FACILITIES OF THE SITE SHALL COMPLY WITH SECTION 11B-703.5. (CBC 11B-216.3) TOILET & BATHING ROOMS ACSG-B1 WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH SECTION 11B-603, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST TOILET ROOM OR BATHING ROOM COMPLYING WITH SECTION 11B-603 WITHIN THE FACILITY SHALL BE PROVIDED. SIGNS SHALL COMPLY WITH SECTION 11B-703.5 AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH SECTION 11B-603, THE TOILET ROOMS OR BATHING ROOMS COMPLYING WITH SECTION 11B-603 SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1. WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES ARE PERMITTED TO USE EXCEPTIONS TO SECTION 11B-213.2, TOILET ROOMS OR BATHING FACILITIES COMPLYING WITH SECTION 11B-603 SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 UNLESS ALL TOILET ROOMS AND BATHING FACILITIES COMPLY WITH SECTION 11B-603. EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC TOILET ROOMS OR BATHING ROOMS FOR PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF AND THE DIRECTIONS TO THESE ROOMS POSTED IN OR NEAR THE BUILDING LOBBY OR ENTRANCE ON A SIGN COMPLYING WITH SECTION 11B- 703.5, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1. (CBC 11B-216.8) ACSG-B2 GEOMETRIC SYMBOLS COMPLYING WITH SECTION 11B-703.7.2.6 SHALL BE PROVIDED AT ENTRANCES TO TOILET AND BATHING ROOMS. (CBC 11B-216.8.1) DESCRIPTION DATE DR A F T BUILDING ENTRANCE NOTES: PROVIDE 6" x 6" INTERNATIONAL SYMBOL OF ACCESSIBILITY ON THE LATCH SIDE OF THE DOOR SIGN SHALL COMPLY WITH CBC SECTIONS 11B-703 INTERNATIONAL SYMBOL OF ACCESSIBILITY(PICTOGRAM) BUILDING NAME BRAILLE TO DUPLICATE INFORMATION PROVIDED IN WRITTEN TEXT DIRECTIONAL ARROW BLUE BACKGROUND WHITE PICTOGRAM 2" 1/ 2 " 6" M I N . 6" MIN. 2" 1/ 2 " 6" M I N . 6" MIN. DIRECTIONAL INTERNATIONAL SYMBOL OF ACCESSIBILITY 9" 9" ELECTRICAL ROOM .:.:.:.:.:.:.:.:.:.: RAISED LETTERS BRAILLE TO DUPLICATE INFORMATION PROVIDED IN WRITTEN TEXT NOTES: REFER TO DETAIL FOR MOUNTING LOCATIONS SIGN REPRESENTATIONAL ONLY 3 A-093A ROOM I.D. .:.:.: .: .:.:.:.:.:.:.:.:.: .: .:.:.:.:.:.: ROOM I.D. TYPICAL DOOR DOOR WITH LESS THAN 16" STRIKE SIDE CLEARANCE HI G H E S T L I N E O F R A I S E D C H A R A C T E R S 60 " M A X . A . F . F . F R O M B A S E L I N E O F 10"*10" HI G H E S T L I N E O F R A I S E D C H A R A C T E R S 60 " M A X . A . F . F . F R O M B A S E L I N E O F OF L O W E S T B R A I L L E C E L L S 48 " M I N . A . F . F . F R O M B A S E L I N E OF L O W E S T B R A I L L E C E L L S 48 " M I N . A . F . F . F R O M B A S E L I N E ADJACENT WALL * WHEN THERE IS NO WALL SPACE AT LATCH SIDE OCCUPANCY MAXIMUM XX .: .: .:.:.:.:.:.: TEXT TO INDICATE MAXIMUM OCCUPANCY ALLOWED IN THE ROOM. VARIES DEPENDING ON TYPES OF OCCUPANCY BRAILLE TO DUPLICATE INFORMATION PROVIDED IN WRITTEN TEXT .:.: ALLOWED 24" MIN. 24 " M I N . 3" EQ EQ 2" 1 " 2 " 1 " 2 " 1 " NOTES: SIGN TO BE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. PER CBC SECTION 1004.3 POSTING SHALL BE BY MEANS OF A DURABLE SIGN HAVING CONTRASTING COLOR FROM BACKGROUND TO WHICH IT IS ATTACHED. PER CBC SECTION 11B-703.7.1 NOTES: • SIGN INDICATED IS REPRESENTATIONAL ONLY. SEE THIS SHEET FOR MOUNTING HEIGHT • REFER TO SIGNAGE DESIGNER'S DOCUMENTS FOR MATERIALS, COLORS, STYLES, VERBIAGE AND METHOD OF ATTACHMENT • SIGN SHALL COMPLY WITH CBC SECTIONS 11B-703.4 FOR DESIGN AND LOCATIONS • TEXT STYLE SHALL BE 5/8" MIN. TO 2" MAX. HIGH, RAISED 1/32" MIN. ABOVE BACKGROUND, AND SANS- SERIF (UPPERCASE) TO COMPLY WITH CBC SECTION 1011.4 AND 11B-703.2, 11B-703.5.5 • BRAILLE SHALL COMPLY WITH CBC 11B-703.3 EXIT STAIR UP NON GLARE BACKGROUND FINISH OF CONTRASTING COLOR TO TEXT APPROPRIATE VERBIAGE BRAILLE TO DUPLICATE INFORMATION PROVIDED IN WRITTEN TEXT AS R E Q U I R E D AS REQUIRED 3/ 8 " - 1 / 2 " NOTES: ADDITIONAL TACTILE STARWAY SIGN PARAMETERS TO COMPLY WITH 2016 CBC SECTION 1011.3, 1143A AND 11B-703 AND 2016 CFC SECTION 1022.9 STAIR NO. 1 ROOF ACCESS B1 1 THROUGH 4 TEXT TO INDICATE FLOOR LEVEL PER 1022.9. NOTE: BASEMENT LEVELS TO BE PREFIXED WITH THE LETTER "B" AND MEZZANINE LEVELS TO BE PREFIXED WITH THE LETTER "M" PER 1143A AND 11B-703 UPPER AND LOWER TERMINUS PER 1022.9. LETTERING PER 11B-703.5.5 AND GRADE 2 BRAILLE 11B-703.3 TEXT TO INDICATE STAIR NUMBER AS INDICATED ON DRAWINGS, PER 1022.8. LETTERING PER 1022.9 & 11B-703 TEXT TO INDICATE "ROOF ACCESS" OR "NO ROOF ACCESS" AS APPLICABLE, PER 1022.9. LETTERING PER 1143A AND 11B-703 BRAILLE TO DUPLICATE INFORMATION PROVIDED IN WRITTEN TEXT 18 " M I N . 12" MIN. 1 1 / 2 " M I N . 5" M I N . 1" M I N . 1" M I N . MOUNTING LOCATION B2 THROUGH 12 WEST STAIR NO ROOF ACCESS 6 48 " - 6 0 " SEE DETAIL 8 THIS SHEET EXIT EXIT TEXT NOTES: CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND PER CBC SECTION 11B-703.6.2 EVERY EXIT SIGN AND DIRECTIONAL EXIT SIGN SHALL HAVE PLAINLY LEGIBLE LETTERS PER CBC SECTION 1011.6 EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED PER CBC SECTION 1013.3 TACTILE EXIT SIGNS SHALL BE REQUIRED AND LOCATED PER CBC SECTION 1013.4 EXIT DOOR FLOOR LEVEL VISUAL EXIT SIGN TACTILE EXIT SIGN VISUAL EXIT SIGN 4" M A X . 6" - 8 " 4" MAX. 4"EXIT BLACK REFLECTIVE ARROW, SEE PLAN FOR DIRECTION AND LOCATIONS 2" HIGH BLACK TEXT (CAN BE 2" + 1/8" PER FOOT OF HORIZ. VIEWING DIST. ABOVE 180"), REFLECTIVE VINYL WHITE PVC SHEET +8'-2" A.F.F. STRUCTURAL SLAB EXPANSION ANCHOR EYE BOLT CHAIN DRILL ATTACHMENT HOLE 58 " - 6 0 " CENTERLINE WITHIN 1" OF CENTERLINE WITHIN 1" OF ALL GENDER (AT SINGLE ACCOMODATION RESTROOMS) MEN WOMEN 1 2 " D I A M E T E R A. GEOMETRIC SYMBOL UNISEX RESTROOM 60 " M A X 48 " M I N 1' - 0" X Y X = BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS Y = BASELINE OF THE LOWEST BRAILLE CELL A ELEVATION B UNISEX RESTROOM X Y BRAILLE TO DUPLICATE INFORMATION PROVIDED IN TEXT RAISED LETTERS: UNISEX TO READ "UNISEX RESTROOM" MEN'S TO READ "MEN'S RESTROOM" WOMEN'S TO READ "WOMEN'S RESTROOM" B. TACTILE & BRAILLE SIGN EQ EQ NOTE: TEXT STYLE SHALL BE 5/8" MIN. TO 2" MAX. HIGH, RAISED 1/32" MIN. ABOVE BACKGROUND, AND SANS-SERIF (UPPERCASE) TO COMPLY WITH CBC SECTION 11B-703.2, TABLE 11B-703.5.5 BRAILLE SHALL COMPLY WITH CBC 11B-703.3 (A) SYMBOL PROPORTION HIGH CONTRAST COLOR WITH WHITE WHITE SYMBOL TYPE 1 (INFILL)SYMBOL TYPE 2 (OUTLINE) EQ EQ SEE (A)SEE (A) SE E ( A ) SE E ( A ) IO BA S E D O F F " I " X = 5 / 8 " - 2 " 15% OF X FOR "O" 60%-110% OF X • CHARACTER SHALL BE RAISED 1/32" MIN. ABOVE BACKGROUND • CHARACTERS SHALL BE UPPERCASE • CHARACTERS SHALL BE SANS SERIF AND SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS • FOR CHARACTER SPACING VALUE Y, 1. IF THE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 1/8" MIN. AND 4X THE RAISED CHARACTER STROKE WIDTH MAX. 2. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16" MIN. AND 4X THE RAISED CHARACTER STROKE WIDTH MAX. AT THE BASE CROSS SECTIONS, AND 1/8" MIN. AND 4X THE RAISED CHARACTER STROKE WIDTH MAX. AT THE TOP OF THE CROSS SECTIONS. Y RAISED BORDER OR DECORATIVE ELEMENT 3/8" MIN. IO 13 5 % - 1 7 0 % O F X 3/ 8 " M I N . 6" .:.: MEN NOT IN PICTOGRAM FIELD SIGN REPRESENTATIVE ONLY NON-GLARE FINISH PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. 3" = 1'-0"1ENTRANCE/DIRECTIONAL SIGN 3" = 1'-0"10ROOM IDENTIFICATION SIGN 1/2" = 1'-0"3DOOR SIGNAGE LOCATION -TYPICAL 1 1/2" = 1'-0"8GROUP A OCCUPANCY SIGN1" = 1'-0"12TACTILE EXIT SIGN 1 1/2" = 1'-0"9STAIR IDENTIFICATION SIGN 1/2" = 1'-0"4EXIT DOOR ID 6" = 1'-0"11EXIT SIGN Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 2 0 A M As indicated ACCESSIBILITY DETAILS & STANDARDS - SIGNAGE 24017A 01/30/2025 Author A-093A 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/2" = 1'-0"6UNISEX RESTROOM SIGNAGE 1" = 1'-0"2INTERNATIONAL SYMBOL OF ACCESSIBILITY 12" = 1'-0"13RAISED CHARACTERS 6" = 1'-0"16PICTOGRAM FIELD DESCRIPTION DATE DR A F T S S S S S S S S S S S S S S S S S S S S S S S S S S S S T T T T CI T R U S A V E N U E AC C E S S R D . THE PROMENADE 5' - 0"26' - 0"28' - 9 1/4"160' - 0"51' - 11 9/32" EXISTING PARKING STRUCTURE (NOT PART OF SCOPE) 6' - 0 " 54 ' - 8 " 12 ' - 0 " 2' - 4 " 50 ' - 0 " 2' - 4 " 1 7 ' - 4 5 / 8 " 8' - 0" R 32' - 0" 4' - 0"21 6 ' - 3 1 / 4 " ENTRANCE 9' - 0" 8' - 0" 9' - 0" (E) PARKING STALL 001B 001C E09E09 E09E09E09E09E10E10 E13 E14 E05 E06 E16N1 N1 N2 E15 E07 TYP. N2 TYP. E06 N2 N1 N1 N3 N1 E17 E16 E13 13 A-903 13 A-903 EXISTING RAIL FENCE N63 E29 DCDA E30 E31 E32 19 ' - 7 1 / 4 " 50 ' - 2 3 / 4 " 84 ' - 1 0 5 / 8 " 272' - 2 1/2" N E S W EXISTING SIDEWALK EXISTING LANDSCAPE TO REMAIN EX I S T I N G S I D E W A L K PROVIDE KNOXBOX AT PILLAR, VERIFY LOCATION WITH FIRE DEPARTMENT BEFORE INSTALLATION NOT IN SCOPE OF WORK 00 1 A E31E30 4' - 1 1 / 2 " 15 ' - 5 3 / 4 " 4' - 1 1 / 2 " 13 ' - 1 3 / 4 " N68 N68 N68 24' - 3 5/8" Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 2 2 A M 1/16" = 1'-0" SITE PLAN 24017A 01/30/2025 Author A-100 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/16" = 1'-0"1SITE PLAN KEYNOTE LEGEND Key Value Keynote Text E05 EXISTING ELECTRICAL SWITCH ENCLOSURE TO REMAIN E06 EXISTING TRELLIS TO REMAIN E07 EXISTING GASE PIPING TO REMAIN. PAINT TO MATCH EXISTING WALL E09 EXISTING PARKING STALLS TO REMAIN E10 EXISTING ACCESSIBLE PARKING STALLS TO REMAIN. VERIFY EXISTING PARKING MEETS CURRENT ACCESSIBILITY REQUIREMENTS E13 EXISTING TRANSFORMER PAD TO REMAIN E14 EXISTING UTILITY CLOSET E15 EXISTING FIRE RISER CLOSET E16 EXISTING FIRE HYDRANT E17 EXISTING ACCESSIBLE CURB RAMP TO REMAIN E29 EXISTING FDC & DCDA TO REMAIN E30 EXISTING WATER METERS. UNUSED METERS SHALL BE SHUT-OFF AND LOCKED BY WATER COMPANY E31 EXISTING BACKFLOW PREVENTERS, UNUSED SHALL BE SHUT-OFF BY WATER COMPANY E32 EXISTING IRRIGATION WATER METER & BACKFLOW PREVENTER TO REMAIN N1 NEW 6'-0" HIGH IRON FENCE. NOT PART OF DRAWING. WORK TO BE COMPLETED BY OTHER N2 NEW FENCE PILLAR. NOT PART OF DRAWING. WORK TO BE COMPLETED BY OTHER N3 NEW MOTORIZED VEHICULAR GATE. NOT PART OF DRAWING. WORK TO BE COMPLETED BY OTHER N63 NEW 5'-0" CMU WALL FOR SCREENING N68 NEW CARD READER ACCESS BY OTHERS DESCRIPTION DATE DR A F T OFFICE 3 105 OFFICE 1 103 COOP 119 STORAGE 121 KITCHENETTE 125 OFFICE 2 104 BRIEFING ROOM 109 KIT ROOM 117 IT 118 MALE LOCKER 116 FEMALE LOCKER 115 OPEN OFFICE 112 E1 PT 1 EATD 1 I249 EATD 1 E2 TWO EXIT PATHS ACCESS TO ROOF (E) ACCESS TO ROOF N E S W NOT AN EXIT NOT AN EXIT NOT AN EXIT NOT AN EXIT NOT AN EXIT I1 I3 I4 I5I6 I7 I8 I9 1 EATD 1 CPET 1 1 1 1 1 CPET 2 11 7 40 39 1 JANITOR CLOSET 126 CLEAR 6' - 0 5/8" CL E A R 5' - 0 1 / 8 " CL E A R 4' - 6 3 / 8 " CL E A R 6' - 7 1 / 2 " 2 NOT IN SCOPE OF WORK (E) B OCCUPANCY 1 1 1 1 1 1 TOTAL NUMBER OF OCCUPANTS AT SPACE WALL PATTERNS PER FIRE RATING: PATH OF EGRESS TRAVEL 0 2 HOUR RATED WALL, TYP. 1 HOUR RATED WALL, TYP. EXIT ID AT EXIT DOOR FROM BUILDING. SEE EXIT WIDTH CALCULATION. E1 TOTAL NUMBER OF OCCUPANTS AT SPACE WALL PATTERNS PER FIRE RATING: PATH OF EGRESS TRAVEL 0 2 HOUR RATED WALL, TYP. 1 HOUR RATED WALL, TYP. EGRESS ID AT EGRESS DOOR FROM SPACE SEE EXIT WIDTH CALCULATION. I1 EXIT SIGN WITH ILLUMINATION, SEE DETAIL 4/A-093A Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 2 5 A M As indicated EGRESS PLAN / OCCUPANCY CALC 24017A 01/30/2025 Author A-101 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/8" = 1'-0"1EGRESS PLAN EGRESS OCCUPANCY SCHEDULE Number Name Area Occupancy Type Occupancy Space OLF Load Factor Type Occupant Load # of Exits Required # of Exits Provided 103 OFFICE 1 89 SF B Business Areas 150 gross 1 1 1 104 OFFICE 2 87 SF B Business Areas 150 gross 1 1 1 105 OFFICE 3 118 SF B Business Areas 150 gross 1 1 1 109 BRIEFING ROOM 721 SF A Assembly without Fixed Seats - Unconcentrated (tables and chairs) 15 net 49 1 1 112 OPEN OFFICE 435 SF B Business Areas 150 gross 3 1 1 115 FEMALE LOCKER 340 SF B Locker Rooms 50 gross 7 1 1 116 MALE LOCKER 537 SF B Locker Rooms 50 gross 11 1 1 117 KIT ROOM 108 SF B Business Areas 150 gross 1 1 1 118 IT 60 SF B Accessory Storage Area 300 gross 1 1 1 119 COOP 148 SF B Business Areas 150 gross 1 1 1 121 STORAGE 30 SF B Accessory Storage Area 300 gross 1 1 1 125 KITCHENETTE 57 SF B Kitchens, Commercial 200 gross 1 1 1 126 JANITOR CLOSET 56 SF B Accessory Storage Area 300 gross 1 1 1 2789 SF 79 EXIT DOOR WIDTH CALCULATION EXIT ID Exit Name Occupant Load Calculated Door Width Min Door Width Provided Door Width E1 EXIT 51 10.2" 32" 36" E2 EXIT 2 0.4" 32" 36" 53 LEGEND - EGRESS PLAN NOTES #DESCRIPTION VIEW CODE 1-GENERAL F9 EMERGENCY AND STANDBY POWER SYSTEMS SHALL BE DESIGNED TO PROVIDE REQUIRED POWER FOR 2-HR MIN. UNLESS SPECIFIED OTHERWISE AND SHALL CONSIST OF STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE SYSTEM SHALL BE IN ACCORDANCE WITH CODE A. CBC 1008.3) CODE A: (CBC 2702) 3-FIRE PROTECTION F-FP1 THE ENTIRE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM PER: (CBC) 5-EGRESS F-E7 DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. (CBC 1010.1.9) F-E9 INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CODE A. CODE 1: (CBC 2702) (CBC 101.3.5) F-E11 EGRESS WIDTH: A. STAIRWAY EGRESS WIDTH CAPACITY FACTOR = 0.3"/ OCCUPANT B. CORRIDOR EGRESS WIDTH CAPACITY FACTOR = 0.2"/ OCCUPANT C. THE WIDTH OF ANY COMPONENT IN THE EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIRED PER CODE (CBC 1005.3.1 & 1005.3.2) F-E12 EXIT ACCESS TRAVEL DISTANCE: A. PER CODE A, MAXIMUM TRAVEL DISTANCE WITH SPRINKLER SYSTEM SHALL BE NO LESS THAN 250' FOR A AND 300' FOR B OCCUPANCY. B. PER CODE B, MAXIMUM TRAVEL DISTANCE WITH SPRINKLER SYSTEM TO COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75' FOR A AND 100' FOR B OCCUPANCY. CODE A: (CBC TABLE 1017.2) CODE B: (CBC TABLE 1006.2.1) GENERAL G10 FOR REQUIRED OCCUPANCY SEPARATION, SEE CODE SUMMARY IN: A-001 G12 SEE DOOR AND WINDOW SCHEDULES FOR INFORMATION AND REQUIREMENTS FOR FIRE RATED OPENINGS, INCLUDING FIRE RATED DOORS AND WINDOWS. A-700 & A-701 EGRESS DIAGRAM LEGEND FOOTNOTES: EGRESS PATH SCHEDULE Name Path of Travel Length Maximum Travel Distance Allowed (or max. Common Path of Egress Travel) 0' CPET 1 11' 100' CPET 2 11' 100' CPET 3 14' 100' EATD 1 101' 300' PT 1 43' CPET : COMMON PATH OF EGRESS TRAVEL (FOR SINGLE EXIT FROM SPACE) EATD : EXIT ACCESS TRAVEL DISTANCE (FOR LONGEST TRAVEL DISTANCE TO EXIT WITHIN BUILDING) PT : PATH OF TRAVEL FROM SPACE EGRESS WIDTH CALCULATION EXIT ID Exit Name Occupant Load Calculated Egress Width Min Egress Width Calculated Door Width Min Door Width Provided Door Width I1 IT ROOM 1 0.20" 36" 0.2" 32" 36" I2 BRIEFING ROOM 49 9.80" 36" 9.8" 32" 36" I3 OFFICE 1 1 0.20" 36" 0.2" 32" 36" I4 OFFICE 2 1 0.20" 36" 0.2" 32" 36" I5 KIT ROOM 1 0.20" 36" 0.2" 32" 36" I6 OFFICE 3 1 0.20" 36" 0.2" 32" 36" I7 COOP ROOM 1 0.20" 36" 0.2" 32" 36" I8 MALE LOCKER 11 2.20" 36" 2.2" 32" 36" I9 FEMALE LOCKER 7 1.40" 36" 1.4" 32" 36" 1 1 1 1 1 DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 2 Design Updates #1 01/30/25 DR A F T S S S S S S S S S S S S S CA T 6 a FF CA T 6 a FF CAT6a FF EMPLOYEE ENTRANCE N E S W 20 LOCKERS TOTAL 5% OF 20 = 1 1 LOCKER MIN. TO BE ACCESSIBLE (CBC 11B-222.1) 40 LOCKERS TOTAL 5% OF 40 = 2 2 LOCKER MIN. TO BE ACCESSIBLE (CBC 11B-2221.) PER CBC 11B-804.2 EXCEPTION. SPACES THAT DO NOT PROVIDE A COOKTOP OR CONVENTIONAL RANGE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-804.2 PER CBC 11B-213.3.6: AT LEAST ONE SHOWER SHALL COMPLY WITH 11B-608 KITCHENETTE TO COMPLY WITH 11B-804 NOT IN SCOPE OF WORK PER CBC 11B-213.3.6: 10% OF 2 LAVATORIES = .2 1 ACCESSIBLE LAVATORY MIN. COOP OFFICE 3 KIT ROOM OPEN OFFICE AREA OFFICE 1 OFFICE 2 MALE RESTROOM / LOCKER FEMALE RESTOOM / LOCKER BRIEFING ROOM IDF STORAGE CORRIDOR JANITOR ACCESSIBLE ROUTE / PATH OF TRAVEL, SEE A-090 FOR REQUIREMENTS START POINT OF PATH OF TRAVEL ACCESSIBILITY PLAN LEGEND 5'-0" DIA. TURNAROUND SPACE PER CBC 11B-306 OPTION 1 30"X48" CLEAR FLOOR SPACE PER CBC 11B-305.3 DESIGNATED ACCESSIBLE FIXTURE/ EQUIPMENT/ SPACE WHEN MULTIPLE PROVIDED Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 2 8 A M 1/8" = 1'-0" ACCESSIBILITY PLAN 24017A 01/30/2025 Author A-102 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/8" = 1'-0"1ACCESSIBILITY PLAN DESCRIPTION DATE DR A F T S S S S S S S S S S S S 1 2 3 4 5 6 7 C B A D E BAY 1 BAY 2 BAY 3 BAY 4 BAY 5 BAY 6 D01 D01 E06 E05 E02 TYP. E04E04E04E04D04 D07 E04 E04 E04 E04 E04 E01 E12 E03 D03 D06 TYP. TYP. D01TYP. E18 E01 TYP.E01 TYP. E01 TYP. TYP. N E S W E01 E01 E04 D07 D07 E04 E11 TYP. NOT IN SCOPE OF WORK (E) B OCCUPANCY SCOPE OF WORK (N) B OCCUPANCY 1 1 1 TO BE DEMOLISHED DEMOLITION PLAN LEGEND TO REMAIN ELEMENTS ABOVE CUTPLANE Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 2 9 A M As indicated BUILDING PLAN - DEMOLITION 24017A 01/30/2025 Author A-110 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/8" = 1'-0"1BUILDING -DEMOLITION PLAN KEYNOTE LEGEND Key Value Keynote Text D01 REMOVE EXISTING WALL. VERIFY IN FIELD LOCATION OF EXISTING WALL, IF EXISTS D03 EXISTING BATHROOM FIXTURES TO BE DEMOLISHED. PLUG ALL PLUMBING PIPES NOTE USED D04 REMOVE EXISTING STOREFRONT. LEAVE ROUGH OPENING D06 EXISTING DOOR TO BE DEMOLISHED D07 EXISTING STOREFRONT DOOR TO BE REPLACED WITH FIXED GLAZING PANEL TO MATCH EXISTING SIDE LIGHTS E01 EXISTING WALL TO REMAIN. PATCH WALL WHERE REQUIRED. ADD 5/8" GYP BD TO THE INTERIOR SIDE OF THE WALL E02 EXISTING COLUMN TO REMAIN E03 EXISTING LADDER TO REMAIN E04 EXISTING STOREFRONT TO REMAIN. STOREFRONT DOOR MAY NEED TO BE RETROFITTED, SEE DOOR SCHEDULE FOR HARDWARE REQUIREMENTS E05 EXISTING ELECTRICAL SWITCH ENCLOSURE TO REMAIN E06 EXISTING TRELLIS TO REMAIN E11 EXISTING SSW TO REMAIN E12 EXISTING DOOR TO REMAIN E18 EXISTING SLAB TO REMAIN. APPLY LIQUID MOISTURE BARRIER MEMBRANE OVER SLAB FOR PREPARATION FOR GLUE-DOWN FLOOR FINISHES DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 DR A F T S S S S S S S S S S S S S FF FF FF 1 2 3 4 5 6 7 C B A D E EAST PROMENADE EXISTING TRANSFORMER PAD 6' - 0 " (E) ELECTRICAL EQUIPMENTS 12 ' - 0 " (E) UTILITY CLOSET (E)FIRE RISER CLOSET copy /fax RE F A-200 2 A-200 1 A-200 7 A-200 5 8' - 6 1/2"12' - 5 5/8"11' - 1 7/8"18' - 3 1/8"7' - 7 5/8"100' - 7 1/2" 158' - 8 1/4" 4' - 6 3 / 8 " 44 ' - 1 7 / 8 " 26' - 0 3/8"32' - 0 3/8"24' - 10 1/2"68' - 9 5/8"6' - 11 3/8" 15 ' - 0 1 / 2 " 33 ' - 7 3 / 4 " 48 ' - 8 1 / 4 " 48 ' - 8 1 / 4 " 158' - 8 1/4" (N) STOREFRONT WINDOW (N) STOREFRONT REPLACE DOORS WITH WINDOW A-400 4 A-400 3 A-400 1 A-4002 (E) STOREFRONT, FROSTED FILM OVER LOWER GLAZING ST-101 ST - 1 0 3 ST - 1 0 2 A-200 6 2 A-600 1 A-600 1 A-601 2 A-601 3 A-601 ST-202 ST-201 ST-202 A-900 17 A-900 9 TYP. NON- OPERABLE DOOR ME D I A W A L L NOTE: 1. SECURITY CAMERAS TO BE INSTALLED AS DESIGN-BUILD. CLIENT TO VERIFY LOCATIONS 2. EXIT DOORS MUST BE OPENABLE FROM EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT N E S W NOT IN SCOPE OF WORK (E) B OCCUPANCY A-200 4 A-200 3 NON- OPERABLE DOOR 10 ' - 1 1 / 8 " 4' - 1 0 5 / 8 " 26 ' - 3 5 / 8 " CL E A R 5' - 0 " 2 2 ' - 0 3 / 4 " CLEAR 6' - 0 5/8" T 6' - 5 3/8" 6' - 0 1/4" 1' - 1 1 " 1' - 11" 2' - 3 1 / 2 " 2' - 2 5 / 8 " 2' - 0 " 2' - 0 " MAIN ENTRY 101 IDF 103BRIEFING ROOM 102 OPEN OFFICE AREA 106 OFFICE 2 108 OFFICE 1 107 OFFICE 3 109 KIT ROOM 112 COOP 114 MALE RESTROOM / LOCKER 111 FEMALE RESTOOM / LOCKER 110 STORAGE 105 1' - 1 0 " 6' - 7 7/8"18' - 2 5/8" SHOWER 1 110A 101 10 4 10 3 11 5 CORRIDOR 104 10 2 JANITOR 115 105 NON- OPERABLE DOOR NON- OPERABLE DOOR 10 7 10 8 112109 11 4 111 11 0 24 ' - 8 1 / 8 " 24 ' - 0 1 / 8 " 8' - 1 1 7 / 8 " 6' - 2 1 / 8 " 9' - 1 0 3 / 4 " 10 ' - 1 1 1 / 4 " 11 ' - 4 3 / 8 " 3' - 7 3 / 4 " T T T 4' - 3 7 / 8 " CL E A R 4' - 6 3 / 8 " CLEAR 5' - 6 1/2" 5. 0 % 0.9% 9' - 7 3/4"8' - 6 7/8"CL E A R 4' - 0 " (N) STOREFRONT REPLACE DOORS WITH WINDOW (N) STOREFRONT REPLACE DOORS WITH WINDOW 3' - 0 " 120 121 122 123 124 118117116 119 NON- OPERABLE DOOR N68 N68 N68 N68 N6 8 N68 6' - 9 5/8" 8' - 1 1 / 8 " 4' - 4 1/2" 5' - 3 3 / 4 " 2 10 A-900 4 A-900 4 A-900 3 A-900 1 1 1 1 4 A-900 001B 001C 4 A-900 3 A-600 A-504 2 A-504 4 PLANS LEGEND PROPERTY LINE 101 ST 001 DOOR TAG, SEE A-700 STOREFRONT TAG, SEE A-701 FLOOR DRAIN, REF PLUMBING 1/4" PER 12" MAX, 1/8" PER 12" MIN. FLOOR SLOPE. SLOPE TO DRAIN OR GUTTER PLANS LEGEND FULL HEIGHT WALL, (PARTIAL HEIGHT WALL OTHERWISE) 2 A-900 4 A-900 2 A-900 3 A-900 FULL HEIGHT WALL -6" @ 16" O.C. PARTIAL HEIGHT WALL -3 5/8" @ 16" O.C. BASE TOP 1 A-900 TYPICAL INTERIOR WALL ASSEMBLY, U.N.O. 12 A-900 MEDIA WALL DETAIL, SEE ELECT. FOR LOCATION FURRED WALL T THERMOSTAT, SEE ELECTRICAL FIRE PROTECTION LEGEND EXIT SIGN (SOLID REPRESENTS ILLUMINATED EXIT SIGN) (ARROW REPRESENTS DIRECTION OF EXIT) RECESSED FIRE EXTINGUISHER MIN. 2A 10-B:C REF SURFACED MOUNTED FIRE EXTINGUISHER MIN. 2A 10-B:C CLASS 1 STANDPIPE PER CFC 905.4 FIRE DEPARTMENT CONNECTION, SEE FIRE SPRINKLER DRAWINGS FIRE HYDRANT FIRE PROTECTION LEGEND 15 A-900 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 3 4 A M 1/8" = 1'-0" BUILDING PLAN - RENOVATION 24017A 01/30/2025 Author A-111 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/8" = 1'-0"1BUILDING -RENOVATION PLAN #DESCRIPTION VIEW CODE ACS-G1 BUILDING ENTRANCES SHALL BE IDENTIFIED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. ACS-G2 EXISTING SITE CONDITIONS FOR RENOVATIONS MUST COMPLY WITH THIS SECTION WHERE APPLICABLE, SUCH AS, BUT NOT LIMITED TO, ACCESSIBLE ROUTES, ENTRANCES, ACCESSIBLE SPACES AND ELEMENTS. F6 PROVIDE KEY BOXES FOR THE FIRE DEPARTMENT AT THE MAIN LOBBY ENTRANCE AND EXIT DOORS. F-FA7 SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED (CBC 907.2.10.5) F-FP1 THE ENTIRE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM PER: (CBC) F-FP8 FIRE EXTINGUISHERS SHALL BE INSTALLED IN SEMI- RECESSED CABINETS AS SHOWN ON PLAN (FEC) AT LOBBY & ON BUILDING PLANS. F-FP9 INSTALL ONE 2-A:10-B:C FIRE EXTINGUISHER FOR EVERY 75' OF TRAVEL OR EVERY 3,000 SQUARE FEET TO ALL PORTIONS OF THE BUILDING, AND IN ALL MECHANICAL AND ELECTRICAL ROOMS ON ALL FLOORS. FIRE EXTINGUISHER LOCATIONS ARE INDICATED ON THE ARCHITECTURAL FLOOR PLANS. (CCR TITLE 19-CHAPTER 3 & CBC 906) G3 HORIZONTAL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF CONCRETE MASONRY UNITS, CENTERLINE OF COLUMNS AND BEAMS, OR FACE OF STUDS, UNLESS OTHERWISE NOTED. DIMENSIONS ARE TO TOP OF CONCRETE SLAB OR TOP OF INTERIOR PAVING UNLESS OTHERWISE NOTED. G5 DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR, AND REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. G11 FOR GENERAL ACCESSIBILITY STANDARDS AND DETAILS, SEE:A-090 - A-093 G12 SEE DOOR AND WINDOW SCHEDULES FOR INFORMATION AND REQUIREMENTS FOR FIRE RATED OPENINGS, INCLUDING FIRE RATED DOORS AND WINDOWS. A-700 & A-701 KEYNOTE LEGEND Key Value Keynote Text N68 NEW CARD READER ACCESS BY OTHERS #DESCRIPTION VIEW CODE G13 FOR WALL ASSEMBLY DETAILS, SEE:A-900 G14 REFER TO MECHANICAL, ELECTRICAL, PLUMBING PLANS FOR ADDITIONAL INFORMATION. G15 ROOM NUMBERING IS FOR CONSTRUCTION PURPOSES ONLY, VERIFY EXACT NUMBERS WITH OWNER PRIOR TO FABRICATING ROOM IDENTIFICATION SIGNAGE. G16 VERIFY LOCATION OF KNOX BOX WITH FIRE DEPARTMENT PRIOR TO INSTALLING, SEE ELECTRICAL AND LOW VOLTAGE DRAWINGS FOR BUILDING SECURITY SYSTEMS, SUCH AS CARD READERS AND CALL BOXES. G18 SEE FINISH PLAN AND SCHEDULE FOR FLOOR PLAN FINISHES.A-300 & A-301 G19 SEE THE FOLLOWING FOR TYPICAL INTERIOR & ASSEMBLY PENETRATION DETAILS INCLUDING RECESSED LIGHT FIXTURES, FIRE EXTINGUISHER CABINETS, ETC.: 13-16/A-900 DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 2 Design Updates #1 01/30/25 DR A F T 1 2 3 4 5 6 7 C B A D E 7' - 3 1/8"8' - 6"8' - 6"7' - 2" OPEN TO ROOF OPEN TO ROOF (E) ROOF LADDER ACCESS (E) ROOF LADDER ACCESS 4' - 6" 4' - 6" 3' - 8 1/2" 4' - 1 1 1 / 8 " 8 ' - 0 " 8' - 0 " 5 ' - 4 3 / 8 " 2 A-600 1 A-600 1 A-601 2 A-601 3 A-601 19 A-900 19 A-900 19 A-900 N65 N65 N E S W 9' -0"A.F.F. 10' -0 1/8"A.F.F. 10' -0"A.F.F. 10' -0"A.F.F. 9' -0"A.F.F. COOP 114 OFFICE 3 109 10' -0"A.F.F.10' -0"A.F.F.EQ E Q EQ EQEQ EQ 10' -0"A.F.F. 10' -0"A.F.F. EQ E Q EQ EQ 9' -0"A.F.F. 5' - 0 " 6 ' - 0 " 6 ' - 0 " 4 ' - 5 1 / 2 " KIT ROOM 112 EQ EQ 8' - 0 " 10 ' - 0 " 2' - 0 " 75 1 7 / 3 2 " 96 " 96 " 377 1/8" 11' -0"A.F.F. N65 7' - 0" 8' - 0 1/8"9' - 9 7/8" 298 1/16" MALE RESTROOM / LOCKER 111 FEMALE RESTOOM / LOCKER 110 BRIEFING ROOM 102 OFFICE 2 108 OFFICE 1 107 IDF 103 JANITOR 115 OPEN OFFICE AREA 106 11' -0"A.F.F. CORRIDOR 104 MAIN ENTRY 101 3' - 0" 3' - 0 " 3' - 0" 6' - 0" 6' - 0" 6' - 8" 2' - 6 3/8" 4' - 6" 5' - 0" 3' - 2 " 1 1 ' - 0 " 6' - 6" 3' - 8" J1 J1 J1 C1 C1 C1 C1 C1 C1 J2 J2 J2 C2 C2 C2 C2 C2 C2 8" 8" 8" 8" 8" 2 NOT IN SCOPE OF WORK (E) B OCCUPANCY 3 A-600 8' - 2 " 1/ 2 " LIGHT FIXTURE LEGEND (SEE ELECTRICAL) 4" X 48" LINEAR LED PENDANT RECESS MOUNTED LED DOWNLIGHT 24" X 24" RECESSED LED 24" X 48" RECESSED LED WALL MOUNTED SCONCE PENDANT LIGHT PENDANT LIGHT PENDANT SPRINKLER HEAD, SEE FIRE PROTECTION DWG HVAC RETURN REGISTER (WALL) HVAC SUPPLY DIFFUSER (WALL) SUPPLY DIFFUSER (CEILING) EXHAUST AIR REGISTER (CEILING) THERMOSTAT HVAC LEGEND - SEE MECHANICAL RETURN AIR REGISTER (CEILING) OTHER RCP LEGEND UPRIGHT SPRINKLER HEAD, SEE FIRE PROTECTION DWG 16 A-900 16 A-900 FOR DROPPED ACOUSTICAL CEILING AND GYP BD CEILING, SEE A-901 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 3 8 A M As indicated REFLECTED CEILING PLAN 24017A 01/30/2025 Author A-112 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/8" = 1'-0"1REFLECTED CEILING PLAN -RENOVATION KEYNOTE LEGEND Key Value Keynote Text N65 EXPOSED ROOF STRUCTURE. INFILL BETWEEN JOIST/TRUSS WITH BATT INSULATION. INSTALL 1" RIGID XPS INSULATION & 5/8" GB AT UNDERSIDE OF TOP CHORD DESCRIPTION DATE 2 Design Updates #1 01/30/25 DR A F T 1 2 3 4 5 6 7 C B A D E 1/2" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" 3/ 8 " / 1 ' - 0 " 3/ 8 " / 1 ' - 0 " 3/ 8 " / 1 ' - 0 " 3/ 8 " / 1 ' - 0 " 5" / 1 ' - 0 " 5" / 1'-0" 5" / 1'-0" EXISTING ROOFING: SARNAFIL G-410 SINGLE PLY 60 MIL P.V.C. ROOFING MEMBRANE OR EQUAL. CLASS 'B' (TYP) 1/2" / 1'-0" 3/ 8 " / 1 ' - 0 " 50 ' - 0 " 2' - 9 " 5" / 1 ' - 0 " 5" / 1'-0"5" / 1'-0" E19E19E19E19 E19 E19 N5 E21E20E21E20E21E23 E22 E24 E22 E24 E23 A-901 5 N E S W A-901 5 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 3 9 A M 1/8" = 1'-0" ROOF PLAN 24017A 01/30/2025 Author A-113 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/8" = 1'-0"1ROOF PLAN KEYNOTE LEGEND Key Value Keynote Text E19 EXISTING AIR CONDENSER UNIT TO REMAIN E20 EXISTING SINGLE-PLY ROOFING TO REMAIN, PATCH AS NECESSARY E21 EXISTING TILE ROOFING TO REMAIN E22 EXISTING ROOF DRAIN TO REMAIN E23 EXISTING GUTTER TO REMAIN E24 EXISTING ROOF HATCH TO REMAIN N5 NEW FAN COIL UNIT MECHANICAL PAD, SEE MECHANICAL DESCRIPTION DATE DR A F T FF FF FF 1 A-600 1 A-601 SL O P E SLOPE SLOPE SL O P E 6 A-902 TYP. SEE FINISH PLAN FOR SLOPE ELEVATIONS A-903 14 A-500 3 4 1 2 A-500 8 6 5 7 A-500 12 1011 9 5' - 8 5 / 8 " 20 ' - 0 7 / 8 " 13' - 0 7/8" 8' - 8 3 / 8 " 3' - 6 7 / 8 " 7' - 9 5 / 8 " F. O . F . 1' - 6 " 2' - 2 1 / 4 " F. O . F . 1' - 6 " 5' - 10"7' - 2 7/8" 8' - 11 5/8"4' - 9 1/4" 4' - 8 " 1' - 6"2' - 2 1/8" N15 8' - 2 " C L R . F. O . F . 2' - 3 3 / 8 " 3' - 0" CLR SLOPE SLOPE SL O P E SL O P E 3 1 / 2 " 3' - 0 " 5' - 0 5 / 8 " 2' - 0 " 3' - 5 " N34 N36 N35 N35 N36 N16 4' - 5 3 / 4 " 8' - 4 1 / 8 " 1' - 8 " 1' - 6" FEMALE RESTOOM / LOCKER 110 SHOWER 1 110A 11 0 60" MIN.@ W A L L M O U N T E D 56 " M I N . 3 6 " M I N . 1 SEE FINISH PLAN FOR SLOPE ELEVATIONS SL O P E SLOPE SLOPEA-501 12 10 9 11 A-501 8 6 5 A-5013 2 A-501 1 4 6 A-902 7 25' - 2 7/8" 25 ' - 9 1 / 2 " 7' - 4 1 / 4 " 33 ' - 1 5 / 8 " 12' - 1 7/8" 19' - 10 1/2"5' - 4 3/8" 5' - 5 7 / 8 " 3' - 6 7 / 8 " 11 ' - 0 1 / 4 " 5' - 8 5 / 8 " F. O . F . 1' - 6 " 2 ' - 2 1 / 4 " F. O . F . 1' - 6 " N39 N36 N15 N36 N34 N35 N35 7' - 9 3 / 4 " 3 1 / 2 " 3' - 0 " 4' - 6 1 / 4 " N16 6' - 8 1/8"5' - 5 3/4" MALE RESTROOM / LOCKER 111 WATER HEATER 3' - 5 3/8" 1' - 11" F. O . F . 1' - 4 1 / 4 " 11' - 5 3/4" 2' - 9" 5' - 2 3 / 8 " 2 ' - 1 7 / 8 " 2' - 2 1/8" 1' - 6" 111 111B 3' - 8" SLOPE SLOPE SL O P E SL O P E 2' - 8 1 / 8 " 60" MIN. @ W A L L M O U N T E D 56 " M I N . 3 6 " M I N . 1 2 A-600 2 A-601 10 A-900 A-503 1 3 2 4 5' - 5 " 3' - 7 3 / 4 " 11 ' - 4 3 / 8 " 10 ' - 1 1 1 / 4 " 31 ' - 3 5 / 8 " 5' - 6 5/8"18' - 10"7' - 5 1/4" 25' - 4 3/4" 17' - 11 1/2"7' - 5 1/4" 13 ' - 1 1 3 / 4 " 4' - 1 1 1 / 4 " 12 ' - 5 1 / 8 " OFFICE 2 108 OFFICE 1 107 STORAGE 105 CORRIDOR 104 OPEN OFFICE AREA 106 10 8 10 7 105 119 3 A-600 A-504 5 A-503 5 7 8 6 5' - 11 7/8"4' - 8" 9' - 5 " 10' - 7 7/8" T 2' - 3" KIT ROOM 112 112 A-5028 6 7 5 1 A-600 2 A-601 31' - 6 3/8" 17 ' - 2 1 / 8 " 4' - 3 7 / 8 " 21 ' - 6 1 / 8 " 10 2 BRIEFING ROOM 102 1 A-600 3 A-601 A-502 1 A-502 23 4 24' - 10 1/2" 2' - 0 " 19 ' - 6 1 / 8 " 2' - 8 1 / 8 " 24 ' - 2 " 6' - 7 7/8"9' - 7 3/4"8' - 6 7/8" 9' - 6 1 / 8 " 5' - 8 1 / 8 " 2' - 0 " 1' - 0 5 / 8 " 4 ' - 2 1 / 8 " 10 ' - 1 1 7 / 8 " 2' - 0 " 6' - 0 5/8" CLR 15 ' - 2 1 / 4 " 8' - 1 1 7 / 8 " 6' - 1 7/8"18' - 8 3/4" N32 MAIN ENTRY 101 IDF 103 JANITOR 115 10 4 10 3 11 5 10 2 101 A-504 1 A-504 2 N12 N14 N29 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 4 3 A M 1/4" = 1'-0" ENLARGED PLANS 24017A 01/30/2025 Author A-200 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/4" = 1'-0"1ENLARGED PLAN -FEMALE LOCKER ROOM 1/4" = 1'-0"2ENLARGED PLAN -MALE LOCKER ROOM 1/4" = 1'-0"5ENLARGED PLAN -OPEN SPACE WORKSTATIONS 1/4" = 1'-0"6ENLARGED PLAN -KIT ROOM KEYNOTE LEGEND Key Value Keynote Text N12 NEW REFRIGERATOR, SEE FIXTURE SCHEDULE N14 NEW SINK AND FAUCET, SEE PLUMBING N15 NEW WALL MOUNTED TOILET, SEE PLUMBING N16 NEW CEILING MOUNTED STALL PARTITION, SEE FIXTURE SCHEDULE N29 NEW KITCHEN COUNTERTOP, SEE FINISH SCHEDULE AND FIXTURE SCHEDULE N32 NEW MOP SINK, SEE PLUMBING N34 NEW ADA SHOWER FOLD-DOWN SEAT, SEE FIXTURE SCHEDULE N35 SLOPE 2% MAX TO DRAIN N36 NEW ADA GRAB BAR, SEE FIXTURE SCHEDULE N39 NEW URINAL, SEE FIXTURE SCHEDULE 1/4" = 1'-0"4ENLARGED PLAN -BRIEFING ROOM 1/4" = 1'-0"3ENLARGED PLAN -MAIN ENTRY 1/4" = 1'-0"7ENLARGED PLAN -KITCHENETTE DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 DR A F T CWT GB TWB TCB CP T -2 CP T CP T -2 CP T -1 CPT-1 CPT-2 CPT-1 LVP CPT-2 LVP CP T -2 LV P AC C E N T C O L O R - P-4 ACCENT WALL COVERING -WC-3 AC C E N T C O L O R - PT -2 EX T E N D T I L E U N D E R L O C K E R N E S W CFT-2 CPT-2 CPT-2 CPT-1 CPT-2 CPT-1 LVP CPT EX T E N D T I L E U N D E R L O C K E R EXTEND TILE UNDER LOCKER EXTEND TILE UNDER LOCKER AC C E N T C O L O R - PT -3 NOT IN SCOPE OF WORK AC C E N T C O L O R - P-3 ACCENT COLOR -PT-4 ACCENT WALL COVERING -WC-1 AC C E N T C O L O R - PT -2 AC C E N T C O L O R - PT -2 AC C E N T W A L L C O V E R I N G - WC -2 MAIN ENTRY 101 IDF 103 JANITOR 115 BRIEFING ROOM 102 OPEN OFFICE AREA 106 OFFICE 1 107 OFFICE 2 108KIT ROOM 112 OFFICE 3 109 COOP 114 MALE RESTROOM / LOCKER 111 FEMALE RESTOOM / LOCKER 110 2 1/2"1/2" 1.2% 2. 5 % 1. 7 % 1.7% 2 1/2" 1.7%1.7% 0. 8 % 1. 5 % 2 1/2" 2 1/2" CWT GB TWB TCB GB CWT TCB TWB GB CWT TCB TWB 1 3/16" 2 1/2" 1 3/16" 2 1/2" 0.9% UP ACCENT COLOR -PT-3 ACCENT COLOR -PT-3 ACT -ACOUSTICAL CEILING TILE CPT -CARPET FLOOR TILE GB -GYPSUM WALL BOARD HPL -HIGH PRESSURE LAMINATE MRGB -MOISTURE RESISTANT GYP BOARD P -PAINT CFT -CERAMIC FLOOR TILE CWT -CERAMIC WALL TILE QT -QUARTZ RB -RUBBER WALL BASE RRM -RESILIENT RUBBER MAT TCB -WALL TILE COVE BASE TWB -WALL TILE BASE (BULLNOSE) LVP -LUXURY VINYL FLOOR PLANK WCB -WALL COVE BASE WS -WAINSCOT ABBREVIATIONS A B B A B A FLOOR TYPE TRANSITION -SEE ABBREVIATIONS -SEE SCHEDULE FOR MORE INFORMATION WALL BASE TRANSITION -SEE ABBREVIATIONS -SEE SCHEDULE FOR MORE INFORMATION WALL FINISH TRANSITION -SEE ABBREVIATIONS -SEE SCHEDULE FOR MORE INFORMATION FINISH PLAN LEGEND AT PFT<->CPT (OR VT): USE SCHLUTER RENO-U AT TRANSITION B: FLOOR TYPE ON THIS SIDE OF LINE A: FLOOR TYPE ON THIS SIDE OF LINE A: BASE TYPE ON THIS SIDE OF LINE B: BASE TYPE ON THIS SIDE OF LINE A: WALL TYPE ON THIS SIDE OF LINE B: WALL TYPE ON THIS SIDE OF LINE AT GB<->CWT OUTSIDE CORNER: USE SCHLUTER SCHIENE AT EDGE 5 A-902 AT VT<->CPT (or VT): USE MANNINGTON FUSION FLOORING TRANSITION STRIP AT TRANSITION 2 A-902 1 A-902 FOR PFT TO PWT TRANSITION, USE SCHLUTER DILEX-AHK 3 A-902 x"FINISH FLOOR ELEVATION ABOVE EXISTING CONCRETE SLAB. Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 4 4 A M As indicated FINISH PLAN 24017A 01/30/2025 Author A-300 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 3/16" = 1'-0"1FINISH FLOOR PLAN DESCRIPTION DATE DR A F T ACT -ACOUSTICAL CEILING TILE CPT -CARPET FLOOR TILE GB -GYPSUM WALL BOARD HPL -HIGH PRESSURE LAMINATE MRGB -MOISTURE RESISTANT GYP BOARD P -PAINT CFT -CERAMIC FLOOR TILE CWT -CERAMIC WALL TILE QT -QUARTZ RB -RUBBER WALL BASE RRM -RESILIENT RUBBER MAT TCB -WALL TILE COVE BASE TWB -WALL TILE BASE (BULLNOSE) LVP -LUXURY VINYL FLOOR PLANK WCB -WALL COVE BASE WS -WAINSCOT ABBREVIATIONS WALL BASE Finish Type: Vinyl Wall Base Manufacturer: Johnsonite Finish Number: 20 Finish/Color: Grey Haze ID: VB-1 Finish Type: Tile Cove Strip Manufacturer: Schluter Product Name: Dilex -AHK Size: 1/2" Strip Finish Number: AHK 1S 125 ACGB Finish/Color: Brushed Chrome Anodized Aluminum (ACGB) ID: TCB-1 Finish Type: Ceramic Bullnose Tile Manufacturer: Daltile Product Name: Society Size: 3"x10" Finish Number: SO47 Finish/Color: Park Lane Gray Matte Other: Bullnose Trim ID: TWB-1 WALL FINISHES Finish Type: Paint Manufacturer: Sherwin Williams Finish Number: SW7004 Finish/Color: Snowbound ID: PT-1 Finish Type: Paint Manufacturer: Sherwin Williams Finish Number: SW9148 Finish/Color: Smoky Azurite ID: PT-2 Finish Type: Ceramic Wall Tile Manufacturer: Marazzi Product Name: Natural Structure Size: 3x8 Finish Number: RC41 Finish/Color: Rice, Glossy Other: #542 Graystone Grout, Vertical Stack Install ID: CT-1 Finish Type: Paint Manufacturer: Sherwin Williams Finish Number: SW0017 Finish/Color: Calico ID: PT-3 CEILING FINISHES Finish Type: Acoustical Ceiling Tile Manufacturer: Armstong Ceiling Size: 24" x 24" Finish Number: Yuma White Finish/Color: White ID: ACT-1 CASEWORK FINISHES Finish Type: Plastic Laminate Manufacturer: Arborite Finish Number: W2011 Finish/Color: Essential Artisan Walnut ID: PLAM-1 Finish Type: Quartz Countertop Manufacturer: Cambria Finish/Color: Torquay ID: QT-1 Finish Type: Paint Manufacturer: Sherwin Williams Finish Number: SW6079 Finish/Color: Diverse Beige ID: PT-4 Finish Type: Quartz Countertop Manufacturer: Silestone Finish/Color: Desert Silver ID: QT-2 Finish Type: Ceramic Wall Tile Manufacturer: Nasco Product Name: Lake Como Size: 2"x10" Finish/Color: Bianco, Glossy Other: #642 Ash Grout, Schluter, Quadec, Satin Anodized Aluminum at outside edges, and Vertical Stack Install ID: CT-4 Finish Type: Ceramic Wall Tile Manufacturer: Nasco Product Name: Lake Como Size: 2"x10" Finish/Color: Vespa, Glossy Other: #642 Ash Grout, Schluter, Quadec, Satin Anodized Aluminum at outside edges, and Vertical Stack Install ID: CT-5 Finish Type: Ceramic Wall Tile Manufacturer: Nasco Product Name: Lake Como Size: 2"x10" Finish/Color: Rosa, Glossy Other: #642 Ash Grout, Schluter, Quadec, Satin Anodized Aluminum at outside edges, and Vertical Stack Install ID: CT-6 Finish Type: Wall covering Manufacturer: Astek Product Name: Vista 1 Finish/Color: Custom color and Scale ID: WC-1 Finish Type: Wall Covering Manufacturer: Astek Product Name: Rampart Finish Number: REH5523 Finish/Color: Resham, Stone ID: WC-2 Finish Type: Wall Covering Manufacturer: Wolf Gordon Product Name: Rampart Finish Number: ITW5898 Finish/Color: Interwine, Sage ID: WC-3 Finish Type: Wall Panel Manufacturer: Soelberg Product Name: Incavo Finish/Color: Celadon Other: Horizontal Orientation Install ID: WP-1 Finish Type: Wall Panel Manufacturer: Soelberg Product Name: Flat Panel Finish/Color: Celadon Other: Custom Flat Panel ID: WP-2 Finish Type: Carpet Tile Manufacturer: Interface Product Name: Third Space 304 Size: 24"x24" Finish Number: 107893 Finish/Color: Granite Other: Monolithic Install ID: CPT-1 Finish Type: Glue Down LVP Manufacturer: Milliken Product Name: Living Connections Size: 7" x 48" Finish Number: CRN121 Finish/Color: Crosstown Adobe ID: LVP-1 Finish Type: Ceramic Floor Tile Manufacturer: Daltile Product Name: Society Size: 12" x 24" Finish Number: SO47 Finish/Color: Park Lane Gray Matte Other: #335 Winter Gray Grout, Schluter, Dilex, Satin Anodized Aluminum at floor transition, Staggered Brick Install. Include 3"x12" bullnose where no wall tile accent occurs ID: CT-2 Finish Type: Ceramic Floor Tile Manufacturer: Daltile Product Name: Mystone Moon Size: 2"x2" Mosaic Finish Number: M8JZ Finish/Color: Grey Other: #335 Winter Gray Grout, Schluter, Dilex, Satin Anodized Aluminum at floor transition, Grid Install ID: CT-3 FLOOR FINISHES Finish Type: Carpet Tile Manufacturer: Interface Product Name: Open Air 418 Stria Size: 24" x 24" Finish Number: 103285 Finish/Color: Granite Other: Quarter Turn Install ID: CPT-2 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 4 5 A M 1/4" = 1'-0" FINISH SCHEDULE 24017A 01/30/2025 Author A-301 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 ROOM FINISH SCHEDULE ROOM ID ROOM NAME FLOOR BASE WALLS CABINET FIN CEILING Remark NORTH EAST SOUTH WEST CABINET COUNTER TOP MAT FINMATFINMATFINMATFINMATFIN 101 MAIN ENTRY LVP-1 VB-1 GB WC-3 GB WC-3 GB PT-1 GB PT-1 --GB PT-1 SEE FINISH PLAN / INT ELEVATION 102 BRIEFING ROOM CPT-2 RB-1 GB WC-1 GB PT-2 GB PT-1 GB PT-2 ---- 103 IDF CPT-4 VB-1 GB PT-1 GB PT-1 GB PT-1 GB PT-1 --GB PT-1 104 CORRIDOR CPT-1 VB-1 GB PT-1 GB PT-1 GB PT-1 GB PT-1 --GB PT-1 105 STORAGE CPT-1 VB-1 GB PT-1 GB PT-1 GB PT-1 GB PT-1 --GB PT-1 106 OPEN OFFICE AREA CPT-1 VB-1 GB PT-4 GB PT-1 GB WC-2 GB PT-1 PLAM-1 QT-1 -- 107 OFFICE 1 CPT-2 VB-1 GB PT-1 GB PT-3 GB PT-1 GB PT-1 --ACT ACT-1 108 OFFICE 2 CPT-2 VB-1 GB PT-1 GB PT-2 GB PT-1 GB PT-1 --ACT ACT-1 109 OFFICE 3 CPT-2 VB-1 GB PT-1 GB PT-1 GB PT-1 GB PT-3 --ACT ACT-1 110 FEMALE RESTOOM / LOCKER CT-2 TCB-1/TWB-1 CT CT-4 CT CT-4/CT-6 GB PT-1 GB PT-1 PLAM-1 QT-2 GB PT-1 SEE FINISH PLAN / INT ELEVATION 110A SHOWER 1 CT-3 TCB-1 CT CT-6 CT CT-4 CT CT-4 CT CT-4 --MRGB-1 PT-1 MOISTURE RESISTANT GB BACKING 111 MALE RESTROOM / LOCKER CT-2 TCB-1/TWB-2 GB PT-1 GB PT-1 GB PT-1 CT CT-4/CT-5 PLAM-1 QT-2 GB PT-1 SEE FINISH PLAN / INT ELEVATION 111A SHOWER 1 CT-3 TCB-1/TWB-1 CT CT-5 CT CT-4 CT CT-4 CT CT-4 --MRGB-1 PT-1 MOISTURE RESISTANT GB BACKING 111B WATER HEATER CLOSET CPT-1 VB-1 GB PT-1 GB PT-1 GB PT-1 GB PT-1 --GB PT-1 112 KIT ROOM CPT-6 VB-1 GB PT-1 GB PT-1 GB PT-1 GB PT-1 PLAM-1 QT-2 GB PT-1 SEE FINISH PLAN / INT ELEVATION 114 COOP CPT-2 VB-1 GB PT-1 GB PT-4 GB PT-1 GB PT-1 --ACT ACT-1 115 JANITOR -VB-1 GB PT-1 GB PT-1 GB PT-1 GB PT-1 --GB PT-1 DESCRIPTION DATE DR A F T CA T 6 a FF CA T 6 a FF CAT6a FF N E S W 1 TLT 3 GB 7 RP 3 FCT NOT IN SCOPE OF WORK 6 PD 2 GB 1 BN 1 BN 1 UR 6 PD 1 TLT 1 MI 1 SH 1 FCT 1 SNK 14 CSW 2 CT 9 SC 10 SC 8 SB 12 TSC 2 SNK 3 GB Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 5 0 A M 3/16" = 1'-0" FIXTURE PLAN 24017A 01/30/2025 Author A-302 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 3/16" = 1'-0"1FIXTURE FLOOR PLAN CASEWORK SCHEDULE CAT NO. Count Type Casework Size Door Type Finish Handle Type Description CSW 4 1 Base Cabinet - Double Door w Drawer 363424 Flush Edge Pull - SS CSW 5 9 Base Cabinet - Double Door 243030 Flush <varies>Edge Pull - SS CSW 6 1 Base Cabinet - Double Door 303030 Flush See Finish Schedule Edge Pull - SS CSW 7 3 Base Cabinet - Double Door 333030 Flush See Finish Schedule Edge Pull - SS CSW 9 1 Base Cabinet - Double Door 363424 Flush Edge Pull - SS CSW 13 1 Upper Cabinet - Double Door 363612 Flush See Finish Schedule Edge Pull - SS CSW 14 1 Upper Cabinet - Double Door 392730 Flush Edge Pull - SS CT 2 1 Counter Top - Straight See Plans CT 5 4 Counter Top - Straight See Plans <varies> KS 1 3 Shelving - Single See Int Elev See Finish Schedule COOP Room - 12" deep shelf with kickers @ 3'-0" O.C. MAX KS 2 3 Shelving - Single See Int Elev See Finish Schedule COOP Room - 12" deep shelf with kickers @ 3'-0" O.C. MAX PLUMBING FIXTURE SCHEDULE CAT NO. Count Product Type Manufacturer Product Number Product Name Product Finish FCT 1 1 Kitchen Faucet KOHLER Co. K-22033-VS Semi-Professional Kitchen Sink Faucet Stainless Steel FCT 3 4 Faucet & Soap Dispenser Combo Delta Faucet Company 811DPA90-SD Driftex Series - Proximity Faucet Stainless Steel MS 1 1 Mop Sink Just Manufacturing B-33213 Corner Floor Mop Sink Stainless Steel SH 1 2 Shower Faucet Delta Faucet Company T17T059 Trinsic Tempassure 17T Series Brilliance Stainless SNK 1 1 Kitchen Sink KOHLER Co. K-3894-4 Vault - Under-Mount Kitchen Sink Stainless Steel SNK 2 2 Bathroom Sink Sloan Valve ELGR-8200 SloanStone Solid Surface 2-Station Wall-Mounted Matrix Summit TLT 1 4 Toilet Zurn Industries, LLC. Z5617-BWL Wall Hung Ecovantage Vitreous China UR 1 1 Urinal Zurn Industries, LLC. Z5795 Zurn Waterless Urinal Vitreous China APPLIANCE SCHEDULE CAT NO. Count Product Type Manufacturer Product Number Product Name Product Finish Description APL 1 1 Refrigerator Whirlpool WRS335SDH 25 cu. ft. Side-bySide Refrigerator Stainless Steel Monochromatic stainless steel APL 2 1 Microwave GE PES7227SLSS GE Profile 2x2 Cu. Ft. Countertop Sensor Microwave Stainless Steel 2.2 cu. ft. capacity - 1100 watts (IEC-705 test procedure) BATHROOM ACCESSORY SCHEDULE Fixture Category Fixture Number Count Product Type Manufacturer Product Number Product Name Product Finish Description BN BN 1 3 Bench Salsbury Industries 77783LGT Wood Locker Benches Light Finish 36 Inches Wide GB GB 2 2 Grab Bar Bobrick Washroom Equipment, Inc. B-68616.99 ADA Grab Bar Stainless Steel Bobrick B-68616.99 Two-Wall Horizontal Tub Peened Grab Bar GB 3 2 Grab Bar Bobrick Washroom Equipment, Inc. B-5897.99 ADA Grab Bar Stainless Steel Bobrick B-5897.99 Two-Wall Toilet Compartment Peened Grab Bar LKR LKR 4 20 Locker Hadrian, Inc. Gladiatora 1 Tier - 18"x18" 535 Light Gray Door Powder Coat 500 White ; Frame: Powder Coat 535 Light Gray LKR 5 40 Locker Hadrian, Inc. Gladiatora 1 Tier - 18"x18" 535 Light Gray Door Powder Coat 500 White ; Frame: Powder Coat 535 Light Gray MI MI 1 4 Mirror Bobrick Washroom Equipment, Inc. B-165 Channel Frame Mirror Stainless Steel Mirror with Stainless Steel Channel Frame Mirror PD PD 6 2 Paper Dispenser Bobrick Washroom Equipment, Inc. B-3944 Recessed Paper Towel Dispenser Stainless Steel Classic Series Recessed Convertible Combination Towel and Waste Unit RP RP 7 6 Restroom Partitions Bobrick Duraline 1181G/0229-FH Partition and Screens Silvretta Gap Free Door and Stiles SB SB 8 2 Shower Bench Bobrick Washroom Equipment, Inc. B-5192 Solid Phenolic Folding Shower Seat Ivory Bobrick Solid Phenolic Folding Shower/Dressing Area Seat SC SC 9 2 Shower Curtain Rod Bobrick Washroom Equipment, Inc. B-207x36 Curtain Rod Stainless Steel Bobrick B-207x36 Shower Curtain Rod, Concealed Mounting SC 10 2 Shower Curtain Bobrick Washroom Equipment, Inc. B-204-2 Vinyl Shower Curtain White Vinyl Shower Curtain TPD TPD 2 1 Toilet Tissue Dispenser Bobrick Washroom Equipment, Inc. B-3094 Recessed Multi-roll Toilet Dispenser Stainless Steel ClassicSeries® Recessed Sanitary Napkin Disposal and Toilet Tissue Dispenser TSC TSC 12 2 Toilet Seat Cover Dispenser Bobrick Washroom Equipment, Inc. B-221 Surface-mounted Seat Cover Dispenser Stainless Steel Classic Series Surface Mounted Seat Cover Dispenser NOTE: QUANTITIES ARE FOR REFERENCE ONLY. CONTRACTOR TO VERIFY QUANTITIES AND NOTIFY THE ARCHITECT IF THERE ARE DISCREPANCIES NOTE: PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION REQUIREMENTS AS FOLLOWS: LAVATORY FAUCET -0.4 GPM, WATER CLOSET -1.28 GALLONS PER FLUSH, URINAL -0.5 GALLONS PER FLUSH, SHOWERHEADS-2.0 GALLONS PER MINUTE, KITCHEN FAUCET -1.8 GPM DESCRIPTION DATE DR A F T LEVEL 1 0" T.O.P. 17' -0" 1234567 T.O.P. 2 19' -6" (N) SECURITY FENCE (N) SECURITY FENCE 1 A-601 2 A-601 (E) WALL SCONCE TO REMAIN, TYP. (N) STOREFRONT (E) TRELLIS TO REMAIN (E) TRELLIS TO REMAIN (E) DOWNSPOUT TO REMAIN A-903 13 LEVEL 1 0" T.O.P. 17' -0" C B ADE T.O.P. 2 19' -6" 2 A-600 1 A-600 (E) STOREFRONT (N) SECURITY FENCE 3 A-600 LEVEL 1 0" T.O.P. 17' -0" CBA D E T.O.P. 2 19' -6" (N) STOREFRONT (N) SECURITY FENCE(N) SECURITY FENCE 2 A-600 1 A-600 (E) STOREFRONT 001C A-903 13 3 A-600 LEVEL 1 0" T.O.P. 17' -0" 1 2 3 4 5 6 7 T.O.P. 2 19' -6" (N) STOREFRONT(N) SECURITY GATE 1 A-601 2 A-601 (E) TRELLIS TO REMAIN (N) STOREFRONT (N) SECURITY FENCE (E) TRELLIS TO REMAIN 7' - 1 " 6' - 0 " (N) STONE CLAD PILASTERS BY FENCE SUBCONTRACTOR (N) METAL SECURITY FENCE BY FENCE SUBCONTRACTOR 001B Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 5 2 A M 1/8" = 1'-0" EXTERIOR ELEVATIONS 24017A 01/30/2025 Author A-400 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/8" = 1'-0"1NORTH ELEVATION 1/8" = 1'-0"2EAST ELEVATION1/8" = 1'-0"3WEST ELEVATION 1/8" = 1'-0"4SOUTH ELEVATION DESCRIPTION DATE DR A F T PT-1 TWB-1 CT-4 N9 N17 N40 3' - 4 " PT-1PT-1 TWB-1 DS-1 N17 V. I . F . H E I G H T T O M A T C H E X I S T I N G S T O R E F R O N T 9' - 9 1 / 2 " 8' - 9 1 / 2 " A-900 19 CT-4 TWB-1 N17 N36 N15 N16 1' - 6"2' - 2 1/8" 3' - 0 " 8' - 9 1 / 2 " 3" 6 ' - 0 " TO R E F L E C T I V E S U R F A C E 3' - 4 " ( 4 0 " M A X . ) CT-4 CT-6 N51 4" N9 N16N33N17 CT-4CT-4 15 A-902 A-900 19 V. I . F . H E I G H T T O M A T C H E X I S T I N G S T O R E F R O N T 9' - 9 1 / 2 " 8' - 9 1 / 2 " 1' - 1" N56 N33 N17 N54 CT-6 CT-4 N33 CT-4 A-900 19 N17 PT-1 A-900 19 V. I . F . H E I G H T T O M A T C H E X I S T I N G S T O R E F R O N T 9' - 9 1 / 2 " TWB-1 PT-1PT-1 N17 2' - 9 " N36 CT-6 N56 CT-6 6' - 8 " 4' - 0 " 2' - 9 " 6' - 8 " 1' - 6 " CT-6 N36 N34 1' - 6 " CT-6 N34 N56 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 5 4 A M 1/4" = 1'-0" FEMALE LOCKER - INTERIOR ELEVATIONS 24017A 01/30/2025 Author A-500 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 KEYNOTE LEGEND Key Value Keynote Text N9 NEW EXIT SIGN PER ELECTRICAL N15 NEW WALL MOUNTED TOILET, SEE PLUMBING N16 NEW CEILING MOUNTED STALL PARTITION, SEE FIXTURE SCHEDULE N17 NEW LOCKERS, SEE FIXTURE SCHEDULE N33 NEW BENCH, SEE FIXTURE SCHEDULE N34 NEW ADA SHOWER FOLD-DOWN SEAT, SEE FIXTURE SCHEDULE N36 NEW ADA GRAB BAR, SEE FIXTURE SCHEDULE N40 NEW PAPER TOWEL/TRASH COMBO DISPENSER N51 NEW MIRROR, SEE FIXTURE SCHEDULE N54 NEW ROBE HOOK, SEE FIXTURE SCHEDULE N56 NEW SHOWER CURTAIN AND ROD, SEE FIXTURE SCHEDULE 1/4" = 1'-0"1FEMALE LOCKER -NORTH 1/4" = 1'-0"2FEMALE LOCKER -EAST 1/4" = 1'-0"3FEMALE LOCKER -SOUTH 1/4" = 1'-0"4FEMALE LOCKER -WEST 1/4" = 1'-0"5FEMALE CHANGING AREA -NORTH 1/4" = 1'-0"6FEMALE CHANGING AREA -WEST 1/4" = 1'-0"7FEMALE CHANGING AREA -EAST 1/4" = 1'-0"8FEMALE CHANGING AREA -SOUTH 1/4" = 1'-0"9FEMALE SHOWER -NORTH 1/4" = 1'-0"10FEMALE SHOWER -EAST 1/4" = 1'-0"11FEMALE SHOWER -WEST 1/4" = 1'-0"12FEMALE SHOWER -SOUTH DESCRIPTION DATE DR A F T PT-1 PT-1 TWB-1 DS-1 N9N17 V. I . F . H E I G H T T O M A T C H E X I S T I N G S T O R E F R O N T 9' - 9 1 / 2 " 8' - 9 1 / 2 " A-900 19 TO R E F L E C T I V E S U R F A C E 3' - 4 " ( 4 0 " M A X . ) CT-4CT-4CT-4CT-4CT-5 N33N54N33N16N51N39N17 1' - 5 " 15 A-902 A-900 19 N17 PT-1 TWB-1 PT-1PT-1DS-1 N17 TWB-1 N9 V. I . F . H E I G H T T O M A T C H E X I S T I N G S T O R E F R O N T 9' - 9 1 / 2 " 3" 6 ' - 0 " N33 N56 N54 CT-5CT-5 CT-4 N33 N54 CT-4 3' - 1 0 " A-900 19 CT-5PT-1 TWB-1 N36 N56 N17 2' - 9 " V. I . F . H E I G H T T O M A T C H E X I S T I N G S T O R E F R O N T 9' - 9 1 / 2 " PT-1 N17 A-900 19 2' - 9 " CT-5 N36 1' - 6 " 2' - 9 " 6' - 8 " N36 N34 CT-5 N56 6' - 8 " 4' - 0 " 1' - 6 " 6' - 8 " N34 N56 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 5 6 A M 1/4" = 1'-0" MALE LOCKER - INTERIOR ELEVATIONS 24017A 01/30/2025 Author A-501 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 KEYNOTE LEGEND Key Value Keynote Text N9 NEW EXIT SIGN PER ELECTRICAL N16 NEW CEILING MOUNTED STALL PARTITION, SEE FIXTURE SCHEDULE N17 NEW LOCKERS, SEE FIXTURE SCHEDULE N33 NEW BENCH, SEE FIXTURE SCHEDULE N34 NEW ADA SHOWER FOLD-DOWN SEAT, SEE FIXTURE SCHEDULE N36 NEW ADA GRAB BAR, SEE FIXTURE SCHEDULE N39 NEW URINAL, SEE FIXTURE SCHEDULE N51 NEW MIRROR, SEE FIXTURE SCHEDULE N54 NEW ROBE HOOK, SEE FIXTURE SCHEDULE N56 NEW SHOWER CURTAIN AND ROD, SEE FIXTURE SCHEDULE 1/4" = 1'-0"1MALE LOCKER -NORTH 1/4" = 1'-0"2MALE LOCKER -EAST 1/4" = 1'-0"3MALE LOCKER -WEST 1/4" = 1'-0"4MALE LOCKER -SOUTH 1/4" = 1'-0"5MALE CHANGING AREA -NORTH 1/4" = 1'-0"6MALE CHANGING AREA -EAST 1/4" = 1'-0"7MALE CHANGING AREA -WEST 1/4" = 1'-0"8MALE CHANGING AREA -SOUTH 1/4" = 1'-0"9MALE SHOWER -NORTH 1/4" = 1'-0"10MALE SHOWER -EAST 1/4" = 1'-0"11MALE SHOWER -WEST 1/4" = 1'-0"12MALE SHOWER -SOUTH DESCRIPTION DATE DR A F T PT-1 WP-2 FB-1 11 ' - 0 " VB-1 WP-21 13 ' - 0 " EQ EQ (T O P O F S E A T I N G ) 1' - 6 " WP-2 DS-1 VB-1 N9 11 ' - 0 " WC-2 VB-1 GL-1 PT-1 VB-1 N9 E26 E25 N6 N7 E25 PT-1 VB-1 WC-1 VB-1 HE I G H T O F C U S T O M W A L L C O V E R I N G 10 ' - 0 " PT-1 12 ' - 0 " EQ8' - 0"8' - 0"EQ PT-2 GL-1 N9 VB-1 12 ' - 0 " PT-2 VB-1 8' - 0 " 9' - 1 1 5 / 8 " Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 6 : 5 9 A M 1/4" = 1'-0" INTERIOR ELEVATIONS 24017A 01/30/2025 Author A-502 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 KEYNOTE LEGEND Key Value Keynote Text E25 EXISTING ROOF TRUSS TO REMAIN E26 EXISTING GLU-LAM BEAM TO REMAIN N6 NEW WALL MOUNTED MECHOSHADE ELECTRO-SHADE TO COVER TRANSOM N7 NEW STOREFRONT MOUNTED MECHOSHADE MECHO-5 MANUAL TO COVER GLAZED OPENING N9 NEW EXIT SIGN PER ELECTRICAL 1/4" = 1'-0"1MAIN ENTRY -NORTH 1/4" = 1'-0"2MAIN ENTRY -EAST 1/4" = 1'-0"3MAIN ENTRY -WEST 1/4" = 1'-0"4MAIN ENTRY -SOUTH 1/4" = 1'-0"5BRIEFING ROOM -SOUTH 1/4" = 1'-0"6BRIEFING ROOM -NORTH 1/4" = 1'-0"7BRIEFING ROOM -EAST 1/4" = 1'-0"8BRIEFING ROOM -WEST DESCRIPTION DATE DR A F T 11 ' - 2 " PT-4 VB-1DS-1 PT-1 10 ' - 0 " E25N7 N9 1' - 0" R 2' - 6 " 8' - 0 " 9' - 1 1 5 / 8 " WC-3VB-1 E25N9 R 2' - 6 " 13 ' - 6 " PT-1 PT-2 PT-2 E25 N9 GL-1 GL-1 VB-1 7' - 0"7' - 0" 10 " HE I G H T O F F R O S T E D P R I V A C Y F I L M 6' - 0 " 1' - 0 " 108 104 107 4' - 0 " 8' - 4 " 11 ' - 2 " 2' - 4 " 8' - 0 " N12N13 PT-1 PT-1 PT-1 PT-1 VB-1 PT-1 E26 2' - 2 " 3' - 2 " 2' - 0 " 2' - 9 1 / 2 " START OF RADIUS START OF RADIUS HPL-1 PT-1 4' - 0 " 1' - 9 " 1' - 9 " 2' - 6 " A-902 10 4' - 0 " 1' - 9 " 1' - 9 " 2' - 6 " HPL-1 PT-1 N69 A-902 10 N69 PT-1 HPL-1 4' - 0 " 1' - 9 " 1' - 9 " 2' - 6 " A-902 10 N69 2' - 6 " 1 ' - 9 " 1 ' - 9 " 4 ' - 0 " PT-1 DS-1 A-902 10 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 0 0 A M 1/4" = 1'-0" INTERIOR ELEVATIONS 24017A 01/30/2025 Author A-503 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 KEYNOTE LEGEND Key Value Keynote Text E25 EXISTING ROOF TRUSS TO REMAIN E26 EXISTING GLU-LAM BEAM TO REMAIN N7 NEW STOREFRONT MOUNTED MECHOSHADE MECHO-5 MANUAL TO COVER GLAZED OPENING N9 NEW EXIT SIGN PER ELECTRICAL N12 NEW REFRIGERATOR, SEE FIXTURE SCHEDULE N13 NEW MICROWAVE, SEE FIXTURE SCHEDULE N69 NEW MINISPLIT HEAD 1/4" = 1'-0"1OPEN OFFICE WORKSTATIONS -NORTH 1/4" = 1'-0"2OPEN OFFICE WORKSTATIONS -SOUTH 1/4" = 1'-0"3OPEN OFFICE WORKSTATIONS -EAST 1/4" = 1'-0"4OPEN OFFICE WORKSTATIONS -WEST 1/4" = 1'-0"5KIT ROOM -NORTH 1/4" = 1'-0"6KIT ROOM -EAST 1/4" = 1'-0"7KIT ROOM -WEST 1/4" = 1'-0"8KIT ROOM -SOUTH DESCRIPTION DATE DR A F T CA T 6 a FF CA T 6 a FF 3 A-504 18' - 9 1/4" 4 7/8"17' - 11 3/8"4 7/8" 2' - 4 " 1' - 4 " 1 ' - 0 " 1' - 5 5 / 8 " 1' - 1 " 4 5 / 8 " 10 ' - 5 5 / 8 " 6"WP-2 FB-1 6" 10 ' - 6 " VB-1 WP-21 (T O P O F S E A T I N G ) 1' - 6 " A-504 5 3' - 6" 1' - 1 " R 4' - 0 " 3' - 7" 1' - 1 " 4' - 1 1 " PT-2 PT-1 3' - 5" VB-1 R 4' - 0 " 3' - 5" Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 0 1 A M 1/2" = 1'-0" ENLARGED PLANS & INTERIOR ELEVATION 24017A 01/30/2025 Author A-504 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 DESCRIPTION DATE 1/2" = 1'-0"1ENLARGED BENCH SEATING PLAN1/2" = 1'-0"3Detail 2 1/2" = 1'-0"2MAIN ENTRY -NORTH BENCH SEATING 1/2" = 1'-0"4ENLARGED PLAN -OFFICE1/2" = 1'-0"5OFFICE -EAST DR A F T LEVEL 1 0" T.O.P. 17' -0" 1 2 3 4 5 6 7 T.O. ROOF 27' -10 3/8" T.O.P. 2 19' -6" 1 A-601 2 A-601 A-900 4 A-900 4 TYP.TYP. A-901 17 E25E26 N7 A-900 2 E25 E27 E06 TYP. TYP. TYP.TYP. A-901 12 13 ' - 6 " NOT IN SCOPE OF WORK 10 ' - 0 " 11 ' - 2 " 10 ' - 0 " OPEN OFFICE AREA 106 13 ' - 6 " LEVEL 1 0" T.O.P. 17' -0" 1 2 3 4 5 6 7 T.O. ROOF 27' -10 3/8" T.O.P. 2 19' -6" 1 A-601 2 A-601 ROOF ACCESS ROOF ACCESS 3 A-601 A-900 3 A-901 17 A-900 4 TYP. TYP. A-900 2 E24 E25 E26E25E24 TYP. A-901 12 NOT IN SCOPE OF WORK BRIEFING ROOM 102 B. O . F I X T U R E 10 ' - 0 " REFERS TO FULL-HEIGHT PARTITION WALLS. ALL OTHER WALL TYPES SHALL BE PARTIAL-HEIGHT LEGEND - SECTIONS CUT PLANE OF FLOOR, ROOF, WALL, CEILING AND BEAMS NOTE: • SEE RCP FOR CEILING HEIGHTS • SEE PLANS FOR LOCATION OF ALL FULL-HEIGHT PARTITION WALLS • ALL MECHANICAL DUCTS, ELECTRICAL AND LIGHTING FIXTURES, AND PLUMBING PIPES ARE REPRESENTATIONAL, SEE CORRESPONDING MEP DRAWINGS FOR MORE INFORMATION • CONTRACTOR TO VERIFY EXISTING ROOF TRUSSES AND OTHER EXISTING CONFLICTS AND NOTIFY ARCHITECT OF ANY DISCREPENCIES OR ISSUES LEVEL 1 0" T.O.P. 17' -0" 1 2 3 4 5 6 7 T.O. ROOF 27' -10 3/8" TRELLIS 11' -0" T.O.P. 2 19' -6" 1 A-601 2 A-601 3 A-601 NOT IN SCOPE OF WORK OFFICE 2 108 KIT ROOM 112 COOP 114 A-900 19 Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 0 7 A M As indicated SECTIONS 24017A 01/30/2025 Author A-600 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/8" = 1'-0"2BUILDING SECTION W-E 1 1/8" = 1'-0"1BUILDING SECTION W-E 2 KEYNOTE LEGEND Key Value Keynote Text E06 EXISTING TRELLIS TO REMAIN E24 EXISTING ROOF HATCH TO REMAIN E25 EXISTING ROOF TRUSS TO REMAIN E26 EXISTING GLU-LAM BEAM TO REMAIN E27 EXISTING SCONCE TO REMAIN N7 NEW STOREFRONT MOUNTED MECHOSHADE MECHO-5 MANUAL TO COVER GLAZED OPENING 1/8" = 1'-0"3BUILDING SECTION W-E 3 DESCRIPTION DATE DR A F T LEVEL 1 0" T.O.P. 17' -0" C B ADE 2 A-600 1 A-600 E25 E19E24 A-900 2 A-901 17 TYP. 3 A-600 A-900 3 A-901 19 LEVEL 1 0" T.O.P. 17' -0" C B ADE T.O. ROOF 27' -10 3/8" 2 A-600 1 A-600 A-900 4 A-900 2 E25 B. O . F I X T U R E 10 ' - 0 " 3 A-600 LEVEL 1 0" T.O.P. 17' -0" C B ADE 2 A-600 1 A-600 E19 A-900 4 A-900 2 A-901 17 3 A-600 REFERS TO FULL-HEIGHT PARTITION WALLS. ALL OTHER WALL TYPES SHALL BE PARTIAL-HEIGHT LEGEND - SECTIONS CUT PLANE OF FLOOR, ROOF, WALL, CEILING AND BEAMS NOTE: • SEE RCP FOR CEILING HEIGHTS • SEE PLANS FOR LOCATION OF ALL FULL-HEIGHT PARTITION WALLS • ALL MECHANICAL DUCTS, ELECTRICAL AND LIGHTING FIXTURES, AND PLUMBING PIPES ARE REPRESENTATIONAL, SEE CORRESPONDING MEP DRAWINGS FOR MORE INFORMATION • CONTRACTOR TO VERIFY EXISTING ROOF TRUSSES AND OTHER EXISTING CONFLICTS AND NOTIFY ARCHITECT OF ANY DISCREPENCIES OR ISSUES Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 0 9 A M As indicated SECTIONS 24017A 01/30/2025 Author A-601 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1/8" = 1'-0"1BUILDING SECTION S-N 1 1/8" = 1'-0"2BUILDING SECTION S-N 2 1/8" = 1'-0"3BUILDING SECTION S-N 3 KEYNOTE LEGEND Key Value Keynote Text E19 EXISTING AIR CONDENSER UNIT TO REMAIN E24 EXISTING ROOF HATCH TO REMAIN E25 EXISTING ROOF TRUSS TO REMAIN DESCRIPTION DATE DR A F T A / A-A PE R S C H E D U L E (FOR A) PER SCHED. (FOR A-A) PER SCHEDULE 10 " 6"6" PE R S C H E D U L E B / B-B 6" (FOR B) PER SCHED (FOR B-B) PER SCHEDULE PE R S C H E D U L E 4" PER SCHED C PE R S C H E D U L E D DOOR SCHEDULE ABBREVIATIONS: ACC ALF AL CRM FF FG GL HC HM MIR P PH PKT MDF PW SC SCWD STC V WD WV WI PULL PUSH T TFP ACCORDIAN DOOR ALUMINUM FACTORY FINISH ALUMINUM CHROME FACTORY FINISH FIBERGLASS GLASS HOLLOW CORE HOLLOW METAL MIRRORED GLASS PAINTED PANIC HARDWARE, SEE DOOR NOTES POCKET DOOR MEDIUM DENSITY FIBERGLASS PAINTED WOOD SOLID CORE SOLID CORE PAINTED WOOD SOUND TRANSMISSION CLASS VINYL WOOD WOOD VENEER WROUGHT IRON LOCATED ON THE PULL SIDE OF THE DOOR LOCATED ON THE PUSH SIDE OF THE DOOR TEMPERED GLASS TEMPERED GLASS W/ FROSTED GLAZING PATTERN SSE SEE STOREFRONT ELEVATION STL STEEL SEE SCHEDULE T Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 1 0 A M 1/4" = 1'-0" DOOR SCHEDULES 24017A 01/30/2025 Author A-700 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 DOOR SCHEDULE DOO R ID ROOM DOOR TYPE WIDTH HEIGHT RATING FRAME DOOR DETAIL Panic Hardware Card Reader Door Shoe CommentsMAT FIN MAT FIN HEAD JAMB SILL 001A D 26' - 0" 6' - 0" - STL FF STL FF No Yes No 001B C 3' - 2" 6' - 0" - STL FF STL FF 1/A-903 1/A-903 1/A-903 Yes Yes No 001C C 3' - 2" 6' - 0" - STL FF STL FF 1/A-903 1/A-903 1/A-903 Yes Yes No 101 MAIN ENTRY B-B 8' - 6 7/8" 8' - 0" - AL ALF AL ALF ---No Yes EXISTING DOOR TO REMAIN, KEY CARD ACCESS 102 BRIEFING ROOM B 3' - 0" 8' - 0" - AL ALF AL ALF 3/A-903 3/A-903 2/A-903 No No No 103 IDF A 3' - 0" 8' - 0" - WD P HM WV 3/A-903 3/A-903 2/A-903 No No No 104 CORRIDOR B 3' - 0" 8' - 0" - AL ALF AL ALF 3/A-903 3/A-903 2/A-903 Yes KEY CAD ACCESS 105 STORAGE A 3' - 0" 8' - 0" - WD P HM WV 3/A-903 3/A-903 2/A-903 No No No 107 OFFICE 1 B 3' - 0" 8' - 0" - AL ALF AL ALF 3/A-903 3/A-903 2/A-903 No No No 108 OFFICE 2 B 3' - 0" 8' - 0" - AL ALF AL ALF 3/A-903 3/A-903 2/A-903 No No No 109 OFFICE 3 B 3' - 0" 8' - 0" - AL ALF AL ALF 3/A-903 3/A-903 2/A-903 No No No 110 FEMALE RESTOOM / LOCKER A 3' - 0" 8' - 0" - WD P HM WV 3/A-903 3/A-903 2/A-903 No No No 111 MALE RESTROOM / LOCKER A 3' - 0" 8' - 0" - WD P HM WV 3/A-903 3/A-903 2/A-903 No No No 111B WATER HEATER CLOSET A 3' - 0" 8' - 0" - WD P HM WV 3/A-903 3/A-903 2/A-903 No No No 112 KIT ROOM A 3' - 0" 8' - 0" - WD P HM WV 3/A-903 3/A-903 2/A-903 No 114 COOP B 3' - 0" 8' - 0" - AL ALF AL ALF 3/A-903 3/A-903 2/A-903 No No No 115 JANITOR A 3' - 0" 8' - 0" - WD P HM WV 3/A-903 3/A-903 2/A-903 No No Yes DOOR TYPE LEGEND LEGEND - DOOR SCHEDULE NOTES #DESCRIPTION VIEW CODE CITY/ LOCAL FIRE 1-GENERAL F11 FIRE RATED DOOR ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING: (INCLUDING BUT NOT LIMITED TO IDENTIFICATION OF FIRE DOORS; INSTALLATION OF FIRE DOORS, HARDWARE AND FRAMES CLOSING DEVICES). (CBC 716.2) F12 PROVIDE PERMANENT SIGNS WITH BRAILLE MOUNTED ON ALL DOORS WHICH PROVIDE ACCESS TO ANY OF THE LISTED EQUIPMENT OR CONTROLS. THE SIGNS SHALL BE WORDED AS FOLLOWS: [1] SPRINKLER CONTROL VALVE(S) [2] FIRE ALARM CONTROL PANEl [3] FIRE COMMAND ROOM [4] ELECTRICAL ROOM [5] ELECTRICAL PANEL [6] GAS VALVE F13 WHEN REQUIRED BY THE BUILDING OFFICIAL A SIGN SHALL BE DISPLAYED PERMANENTLY NEAR OR ON EACH REQUIRED FIRE DOOR IN LETTERS NOT LESS THAN 1" HIGH TO READ AS FOLLOWS; FIRE DOOR DO NOT OBSTRUCT. 3-FIRE PROTECTION F-FP12 DOOR OPENINGS WITHIN REQUIRED FIRE-RESISTIVE CORRIDOR ASSEMBLIES SHALL BE PROTECTED BY A MIN. 20-MINUTE RATED GASKET, OR GREATER, U.N.O., TIGHT-FITTING, SMOKE AND DRAFT CONTROL ASSEMBLY. (CBC 716.2.2) F-FP13 DOORS WITH GASKET FOR SMOKE AND DRAFT CONTROL SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOWED BY THE LETTER "S", THE NAME OF THE MANUFACTUREER AND THE IDENTIFICATION OF THE TESTING SERVICE. (CBC 714.4.1 - 714.4.3) F-FP14 PANIC HARDWARE TO MEET UL305 AND ALL FIRE EXIT HARDWARE TO MEET UL10C AND UL305. 5-EGRESS F-E7 DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.(CBC 1010.1.9) F-E8 EXIT DOORS FROM BUILDING OR ROOMS SERVING 10 OR FEWER OCCUPANTS MAY HAVE A NIGHT LATCH, DEADBOLT OR SECURITY CHAIN, AS LONG AS THE DOORS CAN STILL BE OPENED FROM THE EGRESS SIDE WITHOUT A KEY, SPECIAL KNOWLEDGE OR EFFORT. (CBC 1010.1.9.4.4) F-E14 MANUALLY OPERATED EDGE BOLTS, SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF WITH THE FLUSH BOLT MUST HAVE NO DOORKNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF MUST NOT REQUIRE MORE THAN ONE OPERATION. (CBC 1010.1.9.4) GENERAL WATERPROOFING G-WP8 EXTERIOR DOOR SILLS/THRESHOLDS: PROVIDE POSITIVE SLOPE AT THE SUBSTRATE TO RECEIVE SELF ADHERED FLASHING (SAF) MEMBRANE OR WATERPROOFING, AND PROVIDE POSITIVE SLOPE AT THE SILL PAN FLASHING. SECURITY 1-DOORS SC-D6 ALL PATIO DOORS SHALL HAVE LOCKS. SLIDING WINDOWS SHALL BE EQUIPPED WITH DRILL PIN SCREWS OR DOWELS TO PREVENT OPENING FROM THE OUTSIDE. NOTE: ALL NEW DOORS MUST BE EQUIPPED WITH LEVER TYPE HANDLES VEHICLE GATE ENTRY PEDESTRIAN GATE ENTRY PEDESTRIAN GATE ENTRY 1 DESCRIPTION DATE 1 Plan Check Response #1 01/30/25 DR A F T LEVEL 1 0" T T 5 A-903 6 A-903 8 A-903 FROSTED PRIVACY FILM APPLIED TO INSIDE OF GLAZING LEVEL 1 0" TTT 5 A-903 6 A-903 8 A-903 FROSTED PRIVACY FILM APPLIED TO INSIDE OF GLAZING LEVEL 1 0" TTTT MECHOSHADE MECHO / 5X WITH EUROTWILL 6200 SERIES CORNSILK SHADE 5 A-903 6 A-903 8 A-903 FROSTED PRIVACY FILM APPLIED TO INSIDE OF GLAZING LEVEL 1 0" FROSTED PRIVACY FILM APPLIED TO INSIDE OF GLAZING LEVEL 1 0" MECHOSHADE MECHO / 5X WITH DOUBLE SHADE APPLICATION TO BE INSTALLED. LIGHT GREY CLASSIC BLACKOUT SHADE AND EUROTWILL 6200 SERIES CORNSILK SHADE MECHOSHADE ELECTROSHADE WITH DOUBLE SHADE APPLICATION TO BE INSTALLED. LIGHT GREY CLASSIC BLACKOUT SHADE AND EUROTWILL 6200 SERIES CORNSILK SHADE Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 1 1 A M 1/4" = 1'-0" STOREFRONT SCHEDULE 24017A 01/30/2025 Author A-701 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 ST-101 ST-102 ST-103 MATERIAL SCHEDULE - STOREFRONT Material: Mark Material: Description AL-1 ALUMINUM STOREFRONT - 2.5"X5" - BLACK FINISH (FACTORY FINISH) AL-2 ALUMINUM STOREFRONT - 2"x4" - CLEAR FINISH (FACTORY FINISH) GL-1 STOREFRONT GLAZING - CLEAR ST-201 ST-202 EXISTING STOREFRONT TO REMAIN MECHOSHADE APPLICABLE TO TAGGED STOREFRONTS EXISTING STOREFRONT TO REMAIN MECHOSHADE APPLICABLE TO TAGGED STOREFRONTS DESCRIPTION DATE DR A F T PLAN VIEW BATT INSULATION TO BE FILLED WITHIN CAVITY OF WALL METAL STUDS @ 16" O.C. 5/8" GYPSUM WALL BOARD ON BOTH SIDES OF WALL * S E E N O T E NOTE: 3 5/8" AT PARTIAL HEIGHT PARTITION WALLS 6" AT FULL HEIGHT PARTITION WALLS FINISH WHERE APPLICABLE, SEE FINISH SCHEDULE EXISTING CONC. FLOOR SHOTPINS @ 24" O.C. TEK SCREW RUNNER CHANNEL SEE DETAIL 1 A-900 WALL BASE PER FINISH SCHEDULE HEADER CHANNEL 12 " A B O V E H I G H E S T C E I L I N G WALL ASSEMBLY PER PLAN CEILING TYPE PER RCP 5/16" DIAMETER BOLT 1 1/2" x 1 1/2" x 1/8" ANGLE BRACE @ 6' O.C. ATTACHMENT TO METAL FRAMING OR ROOF STRUCTURE WHEN PARALLEL ANGLE TO ATTACH TO METAL FRAMING OR ROOF STRUCTURE WHEN PERPENDICULAR 45 DEG MAX HEADER CHANNEL WALL ASSEMBLY PER PLAN LAG BOLT DIRECTLY ONTO TRUSS OR BEAM 2x BLOCKING WHEN LOCATED BETWEEN TRUSSES @ PERPENDICULAR SLIP TRACK PLAN VIEW 3 5/8" METAL STUDS @ 16" O.C. U.N.O. PE R P L A N WA L L T Y P E FO R O F F S E T SE E P L A N 5/8" GYPSUM WALLBOARD PLAN VIEW 2 1/2" C STUD FURRING 5/8" MOISTURE-RESISTANT GYPSUM WALLBOARD FURRING CHANNEL TO FILL GAP (IF EXISTS) ADDITIONAL FINISH PER FINISH SCHEDULE PLAN VIEW 2 1/2" C STUD FURRING WHERE COLUMN WOULD BE EXPOSED 5/8" GYPSUM WALLBOARD ADDITIONAL FINISH PER FINISH SCHEDULE 48" HIGH X 1/2" THICK HOT ROLLED PONY WALL SUPPORT @ 36" O.C. WITH 3 5/8" METAL STUD ON EACH SIDE. BAILEY PW48 OR EQ. START AT UNSUPPORTED CANTILEVERED END. INSTALL WITHIN RUNNER CHANNEL 48" HOT ROLLED PONY WALL SUPPORT @ 36" O.C. WITH 3 5/8" METAL STUD ON EACH SIDE. 5/8" GYPSUM WALL BOARD TOP CHANNEL RUNNER CHANNEL PLAN VIEW BATT INSULATION TO BE FILLED WITHIN CAVITY OF WALL 2X6 WOOD STUD WALLS @ 16" O.C. 5/8" GYPSUM WALL BOARD 7/8" STUCCO O/ LATHE AND WATERPROOFING, COLOR TO MATCH ADJACENT EXISTING WALL 1/2" PLYWOOD SHEATHING SLOPE 1/4" PER 12" MAX. EXISTING CONC SLAB EXISTING SEALANT, REPAIR AS NECESSARY WEEP SCREED EXISTING 1/4" FIBROUS EXPANSION JOINT 4" M I N 2" F.F. EXTERIOR CEMENT PLASTER EXISTING SIDEWALK WALL TYPE PER PLAN 54 " A F F POWER RECEPTACLE WHERE LOCATED, SEE ELECTRICAL POWER RECEPTACLE WHERE LOCATED, SEE ELECTRICAL 24"W x 48"H 16GA FASTENED TO STUD AND BLOCKING W/ #10 METAL SCREWS @ 4" O.C. METAL CHANNEL RUNNER METAL STUD WALL, SEE PLANS TV BOX FOR L.V ACCESS TYP. 54" AFF U.N.O WALL TYPE PER PLANS ONE LAYER 5/8" GYPSUM WALL BOARD. SEAL AIR TIGHT. CONSTRUCT OPENING PRIOR TO INSTALLATION OF FIXTURE UNFACED INSULATION ALL AROUND NO UNUSED KNOCKOUTS OR OTHER HOLES LEFT OPEN ACOUSTICAL SEALANT ALL AROUND PERIMETER SEAL ANY CONDUIT AT BOX BACKING PENETRATION ELECTRICAL AND FIRE EXTINGUISHER CABINET SHALL HAVE THE SAME FIRE RATING AS THE WALL UNFACED INSULATION ALL AROUND BOX FIRESTOP PUTTY PADS ALL AROUND BACK AND SIDES EQUAL TO HILTI CP-617 1/4" TO 3/8" JOINT FILLED WITH BEAD OF 3M -CP 25 N/S CAULK FACE FLANGE -DRYWALL OR PLASTER OVERLAPS FLANGE NO UNUSED KNOCKOUTS OR OTHER HOLES SHALL BE LEFT OPEN WALL TYPE PER PLANS 2' - 0 " M I N I M U M VE R I F Y W / M A N U F WI D T H CAULK CABINET TO OPENING AT ALL FOUR SIDES FULLY RECESSED FIRE EXTINGUISHER CABINET SEE SPECS. FOR REQS. 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD, NO JOINTS WITHIN 8" OF FRAMED OPENING 1" THICK SHAFT LINER LAMINATE BOTH SIDES OVER ENTIRE CONTACT SURFACE. 1/2" GYPSUM BOARD MINIMUM LAMINATE OVER ENTIRE CONTACT SURFACE FIRE EXTINGUISHER PER PLANS FULL 2X BLOCKING -BOTH SIDES, TOP AND BOTTOM 2x STUDS AT 16" O.C. GA FILE NO. WP 1311 SOLID GYPSUM WALL PLAN DUCT REGISTER. SEE MECH. DRAWINGS FOR LOCATIONS REQUIRING FIRE DAMPERS C STUD BLOCKING DROPPED CEILING OR SOFFIT PER RCP 5/8" GYPSUM BOARD AROUND OPENING 2X FIRE-TREATED NAILER ATTACHED TO TUBE STEEL WITH THREADED NELSON STUD SPRAY FIREPROOFING ON METAL COLUMN/HHS THICKNESS PER MANUFACTURER REQUIREMENTS TUBE STEEL COLUMN, SSD 5/8" GYPSUM WALLBOARD AS OCCURS PER PLANS WALL TYPE PER PLAN CL 5 1/2" 3" SPRAY APPLIED FIRE PROTECTION @ COLUMN GRACE CONSTRUCTION PRODUCTS "MONOKOTE MK-6" THERMAL BARRIER, OR EQUAL ICC REPORT ESR-1186 OR ISLATECK INTERNATIONAL "CAFCO SPRAY FILM WB-3 & WB-5" INTUMESCENT FIRE RESISTIVE COATING, OR EQUAL ICC REPORT ESR-1092 GA FILE CM 1850/ UL No. X526 1-HR PLAN TS COLUMN, SSD (1) LAYER 5/8" GYP. BD. BASE LAYER 5/8" TYPE X GYP BD. APPLIED AROUND TS8x8 TUBE STEEL COLUMN AND HELD IN PLACE WITH PAPER MASKING SPACE. FACE LAYER EITHER NO. 24 MSG GALVANIZED STEEL COLUMN COVER CONSISTING OF TWO L-SHAPED SECTIONS WITH SNAP-LOCK SHEET STEEL JOINTS OR NO. 22 MSG GALVANIZED STEEL COLUMN COVERS CONSISTING OF TWO L-SHAPED SECTIONS WITH LAP JOINTS FASTENED WITH NO. 8X1/2" SHEET METAL SCREW 12" O.C. GA FILE CM 1850 1-HR 5/8" GYP BD 3 5/8" C STUD @ 16" O.C. SOFFIT HEIGHT PER INTERIOR ELEVATION RADIUSED SOFFIT PER INTERIOR ELEVATION PIPING ISOLATOR OF MINIMUM 1/2" THICK FELT OF 1" THICK PIPING INSULATION JACKET ADJUSTABLE RING HANGER WITH FELT LINING PLAN VIEW IF NOT ALREADY EXISTENT, BATT INSULATION TO BE FILLED WITHIN CAVITY OF WALL *(SEE TITLE 24 CALCULATIONS FOR INSULATION INFORMATION) (EXISTING) WOOD STUDS @ 16" O.C. (NEW) 5/8" GYPSUM WALL BOARD (EXISTING) STUCCO O/ METAL LATHE AND BUILDING PAPER (EXISTING) PLYWOOD SHEATHING Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 1 2 A M As indicated DETAILS 24017A 01/30/2025 Author A-900 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 3" = 1'-0"1INT. METAL STUD -ASSEMBLY (TYP.) 3" = 1'-0"2INT. METAL STUD WALL -BASE 3" = 1'-0"3INT. METAL WALL @ PARTIAL HEIGHT 3" = 1'-0"4INT. METAL WALL @ FULL HEIGHT 3" = 1'-0"7METAL STUD ASSEMBLY -FURRING 3" = 1'-0"8FURRING AROUND COLUMN 3" = 1'-0"9FURRING AROUND COLUMN -TYP. 1/2" = 1'-0"10INT. METAL STUD PONY WALL 3" = 1'-0"5EXT. WOOD STUD ASSEMBLY -NEW 3" = 1'-0"11SCREED AT HARDSCAPE 3/8" = 1'-0"12MEDIA WALL @ MTL 3" = 1'-0"13ELEC. OR FIXTURE CABINET IN WALL 3" = 1'-0"14ELECTRICAL BOX UP TO 16 SQ. IN. 3" = 1'-0"15RECESS FOR FIRE CABINET 3" = 1'-0"16DUCT REGISTER@ INT. WALL 1 1/2" = 1'-0"17STEEL COLUMN PROTECTION @ WALL 3" = 1'-0"18STEEL COLUMN WRAP, TYPICAL 1" = 1'-0"19CURVED SOFFIT WALL -NOT RATED 6" = 1'-0"20SUSPENDED PIPE HANGER 3" = 1'-0"6INT. FINISH @ EXT. WOOD STUD DESCRIPTION DATE DR A F T P.V.C. ROOFING SYSTEM FL A S H I N G H E I G H T 8" M I N . HOT AIR WELD, TYP. S.S WORMGEAR CLAMP FLASHING MEMBRANE UMBRELLA TO PROTECT SEALANT 2" M I N . SIKA 1-A SEALANT S.S WORMGEAR CLAMP ROOFTOP PENETRATION 1" M I N PLYWOOD DECK SLOPED TO DRAIN STRUCTURAL SHEATHING FASTENER AND PLATE SARNAFIL G-410 SINGLE PLY 60 MIL P.V.C. ROOFING MEMBRANE OR EQ. P.V.C ROOFING SYSTEMFL A S H I N G H E I G H T 8" M I N . HOT AIR WELD, TYP. S.S WORMGEAR CLAMP THERMOPLASTIC WATERPROOFING PLYWOOD DECK SLOPED TO DRAIN STRUCTURAL SHEATHING FASTENER AND PLATE NOTE: ALL PENETRATIONS SHALL BE LOCATED A MINIMUM OF 24" OUT OF VALLEY WATERWAYS, AS WELL AS A MINIMUM OF 24" FROM OTHER PENETRATIONS OR PROJECTIONS, SUCH AS PIPES, WALLS, CURBS, SCUPPER, ETC. 2 4 " M I N . 24" MIN. 24" MIN. 4" MIN. 4 " M I N . 8" CURB PARAPET WALL CYLINDRICAL J-JACK FLASHING SLEEVE INSTALLATION OF PIPE BOOTS PER ROOFING MANUFACTURER REQUIREMENTS PROVIDE CONTINUOUS SOLDER AFTER PLACEMENT TO PROVIDE WATERTIGHT SEAL MECH EQUIP W/BASE ISOLATORS 8" M I N . FASTENER W/ NEOPRENE GASKET @ 24'' O.C 2X JOISTS @ 12'' OC W/NAILS @ 8'' OC PLACE IN OPPOSITE DIRECTION TO JOIST & RIP AS REQ'D BY EQUIP. MANFR. FOR DRAINAGE PVC ROOFING SYSTEM EQUAL TO SIKA SARNAFIL G-410, 60 MILS, O/ COVER BOARD HOT WELD PVC ROOFING SYSTEM EQ. TO SIKA SARNAFIL G476 PLAZA GRADE O/ COVER BOARD SEALANT IN BOLT HOLES & UNDER 1/4" NEOPRENE PAD SET IN FULL BED OF SEALANT 3 1/2'' LIGHTWEIGHT CONCRETE O/ SARNAFIL TOP SURFACE CONFIRM MAX. SLOPE W/ MECH. EQUIP. MANFR. 2X BLOCKING @ 24'' OC PLYWOOD DECK DRAIN MAT 24 GA. GSM CLOSURE PLATE w/ PRE-DRILLED WEEP HOLES. NO FASTENERS THRU MEMBRANE HOT-AIR WELD WEEP HOLE, EVERY 6" O.C. VECTOR MAPPING SYSTEM CLIP TO BE 6" LONG @ 24" O.C PVC ROOF FLASHING MEMBRANE ADHERED AT VERTICAL GSM VENT W/FLUSHED FLANGE, SMD SEALANT J MOLD AROUND JAMS & SILL CONT. SEALANT BEHIND FLANGE AROUND ENTIRE PERIMETER (1) LAYER BUILDING PAPER FOR BOND BREAKER O/ SILL PAN FLASHING WALL TYPE, SEE PLANS SOFT SILL PAN SAF, SHINGLE LAP O/ WRB, EXTEND INTO ROUGH OPENING (1) LAYER WRB TUCK UNDER FLEXIBLE, SAF FLASHING SECOND LAYER WRB O/ SAF SHEET METAL PAN O/ S.A.F SILL BELOW APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF VENT 1/4" CONTINUOUS SEALANT WALL TYPE, SEE PLANS CORNER FLASH (BELOW) 3/8" SEALANT & BACKER ROD J MOLDING W/ WIDE NAILING FLANGE SAF, EXTEND INTO ROUGH OPENING BEHIND FLANGE CONT. SEALANT BEHIND FLANGE BUILDING PAPER O/ SAF GSM VENT W/ FLUSHED FLANGE, SMD FLEXIBLE, NON-ADHERING FLASHING BEHIND WINDOW FLANGE 9". GSM VENT W/ FLUSHED FLANGE, S.M.D. APPLY LOW EXPANSION FOAM ALL FOUR SIDES OF VENT WALL TYPE, SEE PLANS GSM FLASHING W/ HEMMED DRIP & CLOSED END DAMS CONT. SEALANT BEHIND GSM BUILDING PAPER OVER SAF SAF O/ WEEP SCREED FLANGE 1/4" GAP, DO NOT CAULK WEEP SCREED, NON PERF., 3-1/2" MIN. VERTICAL FLANGE WITH BOND BREAKER ON DIAGONAL SAF O/ GSM FLASHING 9" . SAF, WRAP OPENING ON ALL SIDES NOTE: SEE INTERIOR DESIGN DRAWINGS FOR ADDITIONAL CEILING CONFIGURATIONS & DETAILS NOT SHOWN ON THIS SHEET SUSPENDED GYPSUM BOARD CEILING SYSTEM PER CBC CHAPTER 8 AND 25 FOR TYPICAL ASSEMBLY DETAIL SEE 2 & 5 1. VERTICAL HANGER WIRES ARE NO. 8 GAUGE AND GALVANIZED. HOWEVER, IF CEILING IS NON-ACCESSIBLE, A NO. 12 GAUGE WIRE MAY BE USED 2. MAIN RUNNERS ARE 1 1/2" H.R. CHANNELS, 1.12 #/FT MINIMUM, @ 4'-0" O.C. W/ 8GA. WIRE SUPPORTS AT 4'-0" O.C 3. CROSS-FURRING SHALL BE 3/4" (0.3 PSF) C.R. CHANNELS AT 12" O.C. ALTERNATE CROSS FURRING MAY BE 7/8", 26 GAUGE HAT SECTIONS AT 12" O.C 4. HANGERS SHOULD BE SADDLE-TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS 5. CROSS-FURRING SHOULD BE SADDLE-TIED TO THE MAIN RUNNERS WITH ONE STRAND OF NO.16 OR TWO STRANDS OF NO.18 GAUGE TIE WIRE 6. MAIN RUNNERS SHOULD BE SPLICED BY LAPPING AND INTERLOCKING FLANGES 12" MINIMUM AND TYING NEAR EACH END WITH DOUBLE LOOPS OF NO. 16 GAUGE WIRE 7. CROSS-FURRING SHOULD BE SPLICED BY LAPPING AND INTERLOCKING THE PIECES 8" MINIMUM AND TYING NEAR EACH END WITH DOUBLE LOOPS OF NO.16 GAUGE WIRE 8. PROVIDE SPLAY BRACING AND COMPRESSION STRUT ASSEMBLY SIMILAR AS SHOWN IN THE DETAILS IN THIS SHEET 9. LIGHT FIXTURES AND HVAC DIFFUSERS SHALL HAVE SUPPLEMENTARY SUPPORTS AS REQUIRED, SED & SMD FOR ATTACHMENT TO STRUCTURE ABOVE, SEE 1 1/2" H.R. CHANNEL MAIN RUNNER AT 4'-0" O.C. MAX. HANGER WIRE SPACING 4'-0" O.C. MAX 3/4" C.R. CHANNEL FURRING AT 12" O.C. 5/8" GYP. BOARD ALTERNATE: USE 7/8" 20 GA CHANNEL FURRING CROSS-FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE TYING WITH NOT LESS THAN ONE STRAND OF NO. 16 OR TWO STRANDS OF NO.18 US. GAUGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. RUNNERS AND FURRING; THE MAIN RUNNER AND CROSS-FURRING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO. 47- A, EXCEPT THAT OTHER SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THIS TABLE. COMPRESSION STRUT TABLE FOR TUBING @ METAL STUD: • USE 1/2" DIA EMT FOR MAX. LENGTH 2'-6" • USE 3/4" DIA EMT FOR MAX. LENGTH 4'-0" • USE 1" DIA EMT FOR MAX. LENGTH 5'-6" • USE 1 1/2" DIA EMT FOR MAX. LENGTH 8'-6" SPLAY BRACING NOTE: • USE 1 5/8" X 25 GA METAL STUDS FOR MAX.LENGTH 7'-2" • USE DOUBLE 1 5/8" X 25 GA METAL STUDS MAX. LENGTH 16'-0" • USE DOUBLE 2 1/2" X 25GA METAL STUDS MAX. LENGTH 17'-0" • USE DOUBLE 3 5/8" X 25GA METAL STUDS, MAX. LENGTH 22'-8" COMPRESSION STRUT TABLE FOR TUBING & METAL STUD FLOOR ASSEMBLY PER PLAN (2) 5/8" LG. SHOT PINS 5" MAX. OV E R L A P 1' - 0 " . COMPRESSION STRUT, SEE TABLE SECURE SPLICE SECTIONS TOGETHER WITH (2) #8 SMS 3 5/8" X 25GA. MIN. METAL JOIST SPLAY WIRE -45° CRIMP TOP OF TUBING FLAT AND ATTACH WITH (2) # 12 SMS (1) # 12 SMS TO EA. MAIN RUNNER METAL STUD PER SCHEDULE #6 SMS @12" O.C. NOTE: ATTACHMENT FOR METAL STUD OPTION IS SIMILAR COMPRESSION STRUT SECTION -DBL MTL. STUD 1' - 0"2" 1/4"HANGER WIRE METAL FURRING CLIP 3 TIGHT TURNS IN 1 1/2" 1 1/2" "C" CHANNELS 48" OC 5/8" TYPE "X" GYP. BD. TYP. 7/8" X 20 GAUGE FURRING CHANNELS 16" OC. 1" TYPE "S" DRYWALL SCREW @ 1'-0" O.C. CASING BEAD CONT. FOAM BACKER ROAD AND ACOUS SEALANT WALL AS SCHEDULED 3 1/2" SOUND ATTENUATION BATT INSULATION CABLE RESTRAINT W/ 1" SLACK M A X 2" 1 5 /1 6 " 1 1/2" 15/16" 1" 45° TYP. METAL STUD COMPRESSION STRUT, FOR ATTACHMENT TO STRUCTURE ABOVE, SEE DETAIL #12 GAUGE VERTICAL HANGER WIRE @ 4'-0" O.C. FOR ATTACHMENT TO STRUCTURE ABOVE, SEE DETAIL F=ZlpCpW WHERE Cp=0.3 Wp=TRIBUTARY AREA X WEIGHT OF CEILING (#4 MIN.) 1 1/2" MAX. F=ZlpCpW MAIN RUNNER CROSS RUNNER 1/4" DIA. MACHINE BOLT LATERAL FORCE BRACING 4 EACH # 12 GAUGE WIRE SECURED TO MAIN RUNNER WITHIN 2" OR CROSS TEE INTERSECTION AND SPLAYED 90° FROM BOTH DIRECTIONS WITH FIRST POINT WITHIN 6'-0" FROM STARTING CORNER S LATERAL SUPPORT: 4# 12 WIRE SPLAYED IN FOUR DIRECTIONS 90 APART -CONNECTED TO RUNNERS AND TO STRUCTURE ABOVE. PLACE LATERAL SUPPORTS @ 12'-0" O.C. IN EA. DIRECTION INSTALL COMPRESSION STRUT @ 12'-0" EA. DIRECTION OR EVERY 144S.F. OF CEILING AREA PER CBC 2506.2.1 WALL FINISH SURFACE 12 GA. WIRE HANGERS AT 4'-0' O.C. CROSS RUNNER WALL ANGLE CONT. 2" WIDTH MINIMUM ACOUSTIC TILE MAIN RUNNER 6" 4'-0" MAX.2'-0" MAX. 4 5 . 0 0 ° PROVIDE 3/4" CLR. FROM WALL ON ONE END TO ALLOW FOR MOVEMENT MINIMUM 20 GAUGE STEEL ENCLOSURE IF FIXTURE HAS OPENINGS AND CODE AND MANUFACTURER PERMIT, SEAL OPENINGS WITH TWO LAYERS SHEET CAULKING @ DRYWALL @ CEMENT PLASTER ACOUSTICAL SEALANT 2 1/2" METAL STUD (EXISTING) ROOF SHEATHING WITH WP AND ROOF TILE TO REMAIN (EXISTING) SINGLE-PLY ROOFING O/ SHEATHING TO REMAIN (EXISTING) ROOF TRUSS TO REMAIN (NEW) BATT INSULATION TO FILL INBETWEEN JOIST (EXISTING) ROOF TRUSS (NEW) 5/8" GYPSUM BOARD (NEW) 1" RIGID XPS INSULATION, MOUNT TO UNDERSIDE OF TOP ROOF TRUSS CHORD (NEW) R-13 BATT INSULATION FILLED INBETWEEN ROOF TRUSS (EXISTING) ROOF TILE O/ PLYWOOD SHEATHING 5/8" GYP BD SOFFIT HEIGHT PER INTERIOR ELEVATION WALL RAILS MOUNTING CLIP WALL TILE PER FINISH SCHEDULE O/ 3/8" LARGE FORMAT TILE MORTAR 2 1 / 2 " 2 1/2" C STUD FURRING 4 3 / 4 " 2 1/2" C STUD FURRING 5/8" GYP BD SOFFIT HEIGHT PER INTERIOR ELEVATION 2 1 / 2 " 2 1/2" C STUD FURRING 1' - 0 " 2 1/2" C STUD FURRING 1' - 1" 4 3/4" 4" 4 7/8" Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 1 3 A M As indicated DETAILS 24017A 01/30/2025 Author A-901 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 1 1/2" = 1'-0"1FIELD FAB. ROOF PENETRATION 3" = 1'-0"2PRE-FAB ROOF PENETRATION 1" = 1'-0"3ROOF PENETRATION CLEARANCES 3/4" = 1'-0"4PIPE PENETRATION FLASHING 3" = 1'-0"5MECHICAL EQUIPMENT PLATFORM 3" = 1'-0"6LOUVER VENT SILL -EXTERIOR 3" = 1'-0"7LOUVER VENT JAMB -EXTERIOR 3" = 1'-0"8LOUVER VENT -HEAD 1 1/2" = 1'-0"9SUSPENDED GB CEILING NOTES 1 1/2" = 1'-0"10TYPICAL CEILING ASSEMBLY DETAIL 1 1/2" = 1'-0"11COMPRESSION STRUCT DETAIL 1 1/2" = 1'-0"13GYP. BD. CEILING @ STUD WALL 1" = 1'-0"14SUSPENDED CEILING SYSTEM 3" = 1'-0"15ACOUSTICAL CEILING DETAIL 3" = 1'-0"16LIGHT FIXT. IN DROP SOFFIT 1" = 1'-0"17UNDERSIDE OF ROOF 3" = 1'-0"12HIGH ROOF RIDGE DESCRIPTION DATE 1" = 1'-0"18COVE LIGHTING DETAIL 1" = 1'-0"19LINEAR DIFFUSER DETAIL DR A F T VINYL FLOOR TILE W/ GLUE-DOWN BACKING LIQUID APPLIED MOISTURE BARRIER MANNINGTON FUSION TRANSITION TRIP 3.2mm. SKY GRAY 663 COLOR. ADHERE VINYL TILE TO STRIP CARPET TILE W/ GLUEDOWN BACKING 1/ 4 " FLOOR TILE PER FINISH SCHEDULE O/ THIN SET MORTAR LIQUID APPLIED MOISTURE BARRIER SCHLUTER RENO-U STRIP 5/16 SIZE OR A SIZE THAT MATCHES THE HEIGHT DIFFERENCE 5/ 1 6 " VINYL TILE OR CARPET TILE W/ GLUEDOWN BACKING FLOOR TILE PER FINISH SCHEDULE O/ LARGE FORMAT TILE MORTAR BED SCLUTER DILEX-AHK WITH ACG FINISH. VERIFY FLOOR FINISH HEIGHT FOR PRODUCT HEIGHT WALL TILE PER FINISH SCHEDULE O/ 3/8" LARGE FORMAT TILE MORTAR WALL TYPE PER PLAN COLD-APPLIED LIQUID WATERPROOFING MEMBRANE, REDGARD OR EQ. (E) CONCRETE SLAB-ON- GRADE SEE ELEVATIONS QUARTER-ROUND TILE. FINISH TO MATCH WALL TILE CONCAVE GROUT. SIZE PER FINISH SCHEDULE TILE FINISH PER FINISH SCHEDULE O/ THIN SET MORTAR COLD-APPLIED LIQUID WATERPROOFING MEMBRANE, REDGARD OR EQ. PORCELAIN TILE PER FINISH SCHEDULE MORDER BED (METALITE LARGE FORMAT TILE MORTAR OR EQ.) O/ COLD FLUID APPLIED WATERPROOFING, REDGARD OR EQ. SCHLUTER SCHIENE 1/2" OR EQ. TO CONCEAL TILE EDGE 5/8" MOISTURE RESISTANT GYPSUM BOARD ALIGN STRIP TO EDGE AT CORNER CONDITION WALL TYPE PER PLAN SEE FIXT. SCHED 1 3/4" CONTINUE TILE FLOORING UNDER LOCKER TILE BULLNOSE, SEE FINISH SCHED. LOCKER BOX BASE PER MANUF. INSTALL PER MANUF. INSTRUCTIONS. (ALTERNATIVE) PROVIDE 3.5" FRAMED PLINTH IF MFR DOES NOT HAVE BASE BOX LOCKER PER FIXTURE SCHED. ATTACH TO WALL BORED HOLES IN ENDS & DIVIDERS FOR SHELF RESTS ONE ADJUSTABLE SHELF CABINET DOOR STONE COUNTERTOP W/ EASED EDGE CERAMIC TILE FULL HEIGHT BACKSPLASH BETWEEN UPPER CABINETS AND COUNTERTOP SEE FINISH SCHED. # 10 x 3 1/2 WOOD SCREWS @ 8" O.C. # 10 X 3 1/2 WOOD SCREWS @ 8" O.C. 9/64" X 3" POWER DRIVEN FASTENERS @ 24" O.C. & 6" FROM EA. END # 10 X 31/2 WOOD SCREWS @ 12" O.C. AND 6" FROM EA. END BASE PER FINISH SCHED. 1/2" PARTICLE BOARD OR PLYWOOD SUB-BASE # 10 X 3 1/2 WOOD SCREWS @ 12" O.C. & 6" FROM EA. END STONE COUNTERTOP W/ EASED EDGE DRAWER NOTE: NUMBER OF DRAWERS VARIES. SEE INTERIOR ELEV. SE E I N T E R I O R E L E V A T I O N S 34 " M A X A F F 24" MAX CERAMIC TILE FULL HEIGHT BACKSPLASH BETWEEN UPPER CABINETS AND COUNTERTOP SEE FINISH SCHEDULE # 10 x 3 1/2 WOOD SCREWS @ 8" O.C. # 10 X 3 1/2 WOOD SCREWS @ 8" O.C. 9/64" X 3" POWER DRIVEN FASTENERS @ 24" O.C. & 6" FROM EA. END # 10 X 31/2 WOOD SCREWS @ 12" O.C. AND 6" FROM EA. END BASE PER FINISH SCHED. 1/2" PARTICLE BOARD OR PLYWOOD SUB-BASE # 10 X 3 1/2 WOOD SCREWS @ 12" O.C. & 6" FROM EA. END FOR WALL CONSTRUCTION, SEE PLAN WALL CABINET WOOD BLOCKING AS REQ'D SCREW ATTACH CABINET TO BLOCKING, TYPICAL BASE CABINET AND COUNTER TOP BASE AND WALL CABINET SOFFIT ABOVE, WHERE OCCURS UNDERSIDE OF UPPER CABINET TO BE GREY MELAMINE SOFFIT FRAMING, WHERE OCCURS BORED HOLES IN ENDS & DIVISIONS FOR SHELF RESTS ADJUSTABLE SHELF CABINET DOOR SE E I N T E R I O R E L E V A T I O N S 1" 3" A-902 16 2' - 1 0 " M A X . A F F 2' - 0"COUNTERTOP FINISH PER SCHED. ANGLE VANITY BRACKETS, RAKKS OR EQ. 3/4" PLYWOOD SHEET W/ LAMINATE FINISH PER SCHED. UNDERMOUNTED SINK 29 " M I N . C L R . 3/4" PLYWOOD SHEET W/ LAMINATE FINISH PER SCHED. COUNTERTOP W/ LAMINATE FINISH 1/4" EASED EDGE TOP AND BOTTOM CABINET TOP #14 SMS W/ 3/4" DIA. MTL WASHER @ 16" O.C. AND 2" FROM EACH CORNER OF CABINET SOLID STONE COUNTERTOP 2" X 2" X 12 GA X 2" LONG GALV. CLIP ANGLE @ 18" O.C. AND WITHIN 2" OF EA. CAB. CORNER METAL STUD BACKING PLATE, SEE DETAIL 13/-(TYP.) #14 SMS W/ 3/4" DIA. MTL WASHER @ 16" O.C. AND 2" FROM EACH CORNER OF CABINET (MIN 3 PER CABINET) CABINET TOP WALL FINISH CABINET BOTTOM #14 SMS W/ 3/4" DIA. MTL WASHER @ 16" O.C. AND 2" FROM EACH CORNER OF CABINET CABINET BACK SEE 13/-FOR BACKING PLATE DETAIL (EXISTING) CONCRETE SLAB COLD FLUID APPLIED WATER PROOFING UNDER ENTIRE THIN- SET FLOORING, REDGARD OR EQ. PORCELAIN FLOOR TILE PER FINISH SCHEDULE LINE OF SHOWER 2% MAX SLOPE TO DRAIN (NEW) CONCRETE OVERPOUR 5% MA X S LO P E (EXISTING) CONC SLAB. PREPARE SURFACE FOR ADDITION OF TOPPING SLAB CONC. TOPPING SLAB LANDING AND RAMP FINISH PER FINISH SCHEDULE O\MOISTURE BARRIER 1" COMPOSITE BOARD RAMP, TRAXX SUPER SHIM OR EQ. TO BE ADHERED TO SLAB 2% M A X S L O P E C=STUD BLOCKING 3/4" PLYWOOD SHEET W/ LAMINATE. FINISH PER SCHED. 3/4" PLYWOOD KICKER W/ MELAMINE FINISH 1X6" PLYWOOD BACKBOARD W/ MELAMINE FINISH 1' - 6" 3"2" 4" 6" SEE ELEV. Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 1 3 A M As indicated DETAILS 24017A 01/30/2025 Author A-902 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 6" = 1'-0"1VT TO CPT (OR CPT) TRANSITION 6" = 1'-0"2PFT TO VT (OR CPT) TRANSITION 6" = 1'-0"3TILE WALL TO FLOOR TRANSITION 6" = 1'-0"4TOP OF TILE COVE 6" = 1'-0"5EDGE OF TILE 1 1/2" = 1'-0"6LOCKER BASE 1" = 1'-0"12BASE CAB. W/ DRAWER & SHELF 1" = 1'-0"11BASE CABINET W/ DRAWERS 1 1/2" = 1'-0"9MILLWORK INSTALLATION1" = 1'-0"13TYPICAL UPPER CABINET 1" = 1'-0"15COUNTER TOP AT RESTROOM 3" = 1'-0"14SOLID SURFACE COUNTERTOP EDGE 3" = 1'-0"16UPPER CABINET ANCHORAGE 6" = 1'-0"8SHOWER THRESHOLD AT SLAB 1/2" = 1'-0"17CONC. OVERPOUR RAMP 1 1/2" = 1'-0"10SHELF WITH KICKERS DESCRIPTION DATE DR A F T PANIC HARDWARE, 36" A.F.F. 3' - 0 " 2" x 2" SQ. TOP RAIL 1" x 1" PICKET 5" O.C. MAX 2" x 2" POSTS AND VERTICAL GATE FRAME KICK PLATE EMBED POSTS PER DESIGN-BUILD CONTRACTOR CLEAR 3' - 0" 10 " NOTE: DETAIL IS FOR DESIGN INTENT PURPOSE ONLY. NOT PART OF SCOPE. ACTUAL DESIGN TO BE DESIGN-BUILD 2" x 2" SQ. BOTTOM RAIL 30" MIN. WIDTH MESH AT HANDLE SIDE 6' - 0 " (NEW) DOOR, SEE SCHEDULE (EXISTING) CONC SLAB TO SLAB INT.INT. (NEW) DOOR SHOE WITH GAP SEALANT, WHERE OCCURS JAMB BEYOND FINISH PER PLAN, SEE FINISH PLAN FOR TRANSITION OF FINISHES WALL TYPE PER PLAN METAL HEADER HOLLOW METAL DOOR FRAMING INTERIOR DOOR AND FRAME - SEE DOOR SCHEDULE METAL RUNNER CHANNEL FINISH FLOOR TOP OF CONCRETE (EXISTING) CONC. SLAB STOREFRONT SYSTEM, REFER TO SCHEDULE AND SPECIFICATION FOR GLASS TYPE SLOPE FINISH FLOOR SHIM AND CAULK EXT . INT. NOTE: INSTALL AND ANCOR STOREFRONT SYSTEM PER MFG. RECOMMENDATION. TYP (EXISTING) EXPANSION JOINT SEALANT OVERBACKER ROD AT BOTH SIDES STOREFRONT SYSTEM, REFER TO SCHEDULE AND SPECIFICATION FOR GLASS TYPE SHIM AS REQUIRED SELF-ADHERING FLASHING, RUN INTO ROUGH OPENING (EXISTING) STUCCO, PATCH AS REQUIRED CASING BEAD SEALANT AND BACKER ROD (EXISTING) WRB SELF ADHERING FLASHING, 6" WIDE CORNER REINFORCEMENT (EXISTING) PLYWOOD SHEATHING SEALANT AND BACKER ROD 5/8" GYP BD SELF-ADHERING FLASHING RUN INTO ROUGH OPENING SELF-ADHERING FLASHING (EXISTING) WALL (EXISTING) DOOR HEADER (EXISTING) EPS FOAM MOLDING, REPLACE WHEN NECESSARY SEALANT W/BACKER ROD STOREFRONT WINDOW, SEE STOREFRONT SCHEDULE EXT. STOREFRONT DOOR, SEE STOREFRONT SCHEDULE EXT.INT. STOREFRONT WINDOW, SEE STOREFRONT SCHEDULE STOREFRONT MULLION, MATCH SIZE TO EXISTING STOREFRONT ON BUILDING INTERIOR INTERIOR STOREFRONT SYSTEM WITH FIXED GLASS. SEE STOREFRONT SCHEDULE SHIM AND CAULK SEALANT OVER BACKER ROD NOTE: INSTALL AND ANCHOR ALUMINUM STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS WALL TYPE PER PLAN SILL HEIGHT PER SCHED. 2"X4 1/2" STOREFRONT FRAME, ARCADIA AR450 OR EQ. INTERIOR INTERIOR STOREFRONT SYSTEM WITH FIXED TEMPERED GLASS. SEE STOREFRONT SCHEDULE SEALANT OVER BACKER ROD SHIM AND CAULK 2"x4 1/2" STOREFRONT FRAME, ARCADIA AR 450 OR EQ. INTERIOR INTERIOR 2"x4 1/2" STOREFRONT FRAME, ARCADIA AR 450 OR EQ. HEADER. SSD NOTE: INSTALL AND ANCHOR ALUMINUM STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS 5/8" THICK TYPE 'X' GYPSUM BOARD SHIM AND CAULK SEALANT OVER BACKER ROD INTERIOR INTERIOR 2"x4 1/2" STOREFRONT FRAME, ARCADIA AR 450 OR EQ. STOREFRONT FIXED GLASS MECHOSHADE MECHO /5X WITH MOUNT ANGLE, WHERE OCCURS. INSTALL ON MULLION FINISH FLOOR TOP OF CONCRETE (EXISTING) CONC. SLAB STOREFRONT SYSTEM, REFER TO SCHEDULE AND SPECIFICATION FOR GLASS TYPE SLOPE FINISH FLOOR 1/ 2 " M A X . 10 " SET THRESHOLD IN BED OF SEALANT EXT.INT. NOTE: INSTALL AND ANCOR STOREFRONT SYSTEM PER MFG. RECOMMENDATION. TYP. (EXISTING) EXPANSION JOINT (EXISTING) METAL FLASHING 1/4"/1'-0" MAX 1/ 4 " M A X . 2 1 8" . 2" x 2" SQ. TOP RAIL 1" x 1" PICKET 5" O.C. MAX 2" x 2" POSTS AND VERTICAL GATE FRAME EMBED POSTS PER DESIGN- BUILD CONTRACTOR NOTE: DETAIL IS FOR DESIGN INTENT PURPOSE ONLY. NOT PART OF SCOPE. ACTUAL DESIGN TO BE DESIGN-BUILD 2" x 2" SQ. BOTTOM RAIL 6' - 0 " 22"x22"x2.5" COLUMN CAP, ELDORADO OR EQ., BUCKSKI COLOR 7 1 / 4 " 5' - 2 " 2 3 / 4 " STONE VENEER, ELDORADO STONE CLIFFSTONE -BOARDWALK OR EQ. O/ 18"X18"X6'-0" CMU COLUMN FLOOR DRAIN WITH DECK PLATE, Z415S-DP OR EQ., 1/ 8 " COLD-APPLIED LIQUID WATERPROOFING MEMBRANE, REDGARD OR EQ. LARGE FORMAT TILE MORTAR, MEGALITE OR EQ. 1/8" MIN. MORTAR AT BEGINNING OF SLOPE, SEE FINISH PLAN FOR FINISH FLOOR ELEVATION PORCELAIN TILE, SEE FINISH PLAN PER FLOOR DRAIN MANUF. CONTINUOUS BLACK NEOPRENE SEAL AT MULLION OR BRUSH AT OPERABLE WINDOW (E) OR NEW STOREFRONT FRAME, SEE PLANS NOTE: INSTALL AND ANCHOR ALUMINUM STOREFRONT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS WALL TYPE PER PLAN TAPABLE TOP TRACK INSTALLED VERTICALLY ALONG (E) WINDOW MULLION -TAPE & PAINT TO MATCH WALL PAINT COLOR Architecture 115 Pine Ave. Ste. 425 Long Beach, California, 90802 (562) 436 - 3624 Planning Urban Design THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO STUDIO T-SQ, INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF STUDIO T-SQ., INC. ALL RIGHTS RESERVED, COPYRIGHT 2016. SHEET TITLE Scale. Date. Job No. Drawn By. SHEET NUMBER REVISIONS 3/ 2 6 / 2 0 2 5 1 1 : 2 7 : 1 4 A M As indicated DETAILS 24017A 01/30/2025 Author A-903 01.30.2025 - PERMIT SET_2ND CITY SUBMITTAL T. I . F O R L A M E T R O S S O 89 0 T H E P R O M E N A D E , A Z U S A , C A 9 1 7 0 2 Ci t y o f A z u s a 21 3 E . F o o t h i l l B l v d . Az u s a , C A 9 1 7 0 2 3/8" = 1'-0"1SITE GATES 3" = 1'-0"2INT. DOOR-SILL-AT CONCRETE SLAB 3" = 1'-0"3INTERIOR DOOR HEAD (JAMB SIM.) 3" = 1'-0"5EXT STOREFRONT SILL @ SLAB 3" = 1'-0"6EXT STOREFRONT JAMB DETAIL 3" = 1'-0"8STOREFRONT HEADER (JAMB SIM.) 3" = 1'-0"7STOREFRONT TRANSOM HEADER 3" = 1'-0"9INT. STOREFRONT WINDOW SILL 3" = 1'-0"10INT. STOREFRONT WINDOW JAMB 3" = 1'-0"11INT. STOREFRONT MULLION 3" = 1'-0"12INT STOREFRONT WINDOW HEAD 3" = 1'-0"4EXT STOREFRONT DOOR -SILL 3/8" = 1'-0"13EXT FENCE AND COLUMN 3" = 1'-0"14FLOOR DRAIN 3" = 1'-0"15WALL AT STOREFRONT DESCRIPTION DATE DR A F T MECHANICAL SHEET INDEX NO.SHEET DESCRIPTION 1 M-0.1 GENERAL NOTES 2 M-0.2 LEGENDS 3 M-0.3 EQUIPMENT SCHEDULES 4 M-2.1 BUILDING - FLOOR PLAN 5 M-2.2 BUILDING - ROOF PLAN 6 MD-1 DETAILS 7 MD-2 DETAILS GENERAL NOTES 1.BEFORE SUBMITTING BID, CONTRACTOR SHALL SURVEY THE ENTIRE PROJECT SITE AND BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS. THE INTENT OF WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED VALID, DUE TO CONTRACTOR FAILURE TO ALLOW IN COST ESTIMATE FOR CONDITIONS WHICH MAY EXIST. 2.CONTRACTOR SHALL REVIEW THE MECHANICAL AND OTHER CONSULTANTS DRAWINGS PRIOR TO STARTING ANY WORK AND INFORM ENGINEER AND ARCHITECT OF ANY DISCREPANCIES, OMISSIONS, OR IF CLARIFICATIONS ARE REQUIRED IN ORDER TO COMPLETE THE INSTALLATION PRIOR TO COMMENCING THE WORK. OWNER OR ITS REPRESENTATIVE SHALL SCHEDULE A MEETING WITH THE CONTRACTOR, ENGINEER, ARCHITECT AND OTHER CONSULTANTS DURING BIDDING PROCESS TO REVIEW AND DISCLOSE ANY DISCREPANCIES, OMISSIONS AND/OR CLARIFICATIONS RELATED TO THE CONSTRUCTION DOCUMENTS AND/OR SPECIFICATIONS NOTED BY CONTRACTOR AND/OR OWNER. 3.CONTRACTOR BID SHALL NOT BE LIMITED TO THE WORK SHOWN ON THE PLANS AND SPECIFICATIONS. ALL PREMIUM OVERTIME COSTS, UTILITY CHARGES, COST FOR TEMPORARY UTILITY SERVICES, ALL ALTERATIONS, ALL DEMOLITION AND EXTENSION WORKS, PERMITS, INSPECTION FEES, MISCELLANEOUS CONTINGENCY COST, ETC., SHALL BE INCLUDED IN BID. 4.ANY WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. SCHEDULING SHALL BE DONE IN COOPERATION WITH CONSTRUCTION MANAGER. INCLUDE ALL PREMIUM TIME CHARGES IN BID TO COVER AFTER-HOURS AND WEEKEND WORK. 5.THE CONTRACTOR SHALL COORDINATE HIS WORK HARMONIOUSLY WITH ALL TRADES. COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. ALL WORK SHALL BE IN ACCORDANCE WITH BEST CONSTRUCTION PRACTICES. 6.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, TOOLS, LABOR, ETC. TO INSTALL A COMPLETE AND FUNCTIONING SYSTEM AS INDICATED ON DRAWINGS. 7.THE CONTRACTOR SHALL REPORT TO THE CONSTRUCTION MANAGER IMMEDIATELY ANY INTERFERENCE BETWEEN TRADES OR WITH BUILDING OBSTRUCTIONS. 8.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL EQUIPMENT, DUCTWORK, PIPING, DAMPERS, ETC. AND SUBMIT IT TO THE CONSTRUCTION MANAGER FOR APPROVAL. 9.COVER ALL WALLS, FLOOR, CEILING, AND ROOF OPENINGS LEFT AS THE RESULT OF THE WORK. PROVISIONS SHALL BE MADE TO PROTECT PEOPLE FROM INJURY AND TO PROTECT EQUIPMENT FROM WEATHER. 10.THE CONTRACTOR SHALL VERIFY THE INPUT VOLTAGE AND AMPERAGE (HORSEPOWER) RATING OF ALL EQUIPMENT AND CONFIRM WITH ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. 11.CONTRACTOR SHALL PROVIDE ALL SAFETY MATERIALS AND EQUIPMENT NOT LIMITED TO BARRIERS, SIGNS, LIGHTS, ETC. 12.CONTRACTOR SHALL PROVIDE BARRICADE, SAFETY SIGNS AND OTHER DEVICES TO ISOLATE WORK AREA DURING CONSTRUCTION, UPON CONSTRUCTION MANAGER APPROVAL. 13.CONTRACTOR SHALL REPAIR/PATCH AND WEATHER PROOF ANY OPENING CAUSED BY EQUIPMENT/PIPING INSTALLATION, AND SHALL PAINT WHERE NECESSARY. 14.THE CONTRACTOR SHALL PREPARE ONE (1) SET OF "RECORD DRAWINGS" PLANS AND KEEP AT JOB SITE FOR REVIEW BY THE CONSTRUCTION MANAGER. ANY CHANGES FROM THE DESIGN DRAWINGS SHALL BE NOTED WITH RED INK. UPON COMPLETION OF PROJECT THE CONTRACTOR SHALL SUBMIT THE PLANS TO THE CONSTRUCTION MANAGER. 15.THE CONTRACTOR SHALL THOROUGHLY CLEAN THE UNITS, REMOVE ALL PACKING LABELS, STICKERS AND ANY CRATING DEBRIS, AND LEAVE ALL INSTALLATION FINISHED AND READY FOR OPERATION. 16.AFTER COMPLETION, THE COMPLETE SYSTEM SHALL BE TESTED AND BALANCED. ANY ADDITIONAL BALANCING DEVICES REQUIRED FOR PROPER BALANCING SHALL BE INSTALLED. PRIOR TO BALANCING, ALL FILTERS SHALL BE REPLACED WITH NEW CLEAN FILTERS. B. CONTRACTOR NOTES 1.SEAL ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOOR, ETC. TO MAINTAIN THE FIRE RATING, AND BUILDING PRESSURIZATION. 2.EACH SINGLE SYSTEM HEATING OR COOLING AIR IN EXCESS OF 2,000 CUBIC FEET PER MINUTE SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTORS PER 2022 CMC SECTION. 3.PROVIDE LISTED DUCT TYPE SMOKE DETECTOR IN THE SUPPLY AIR DUCT IN EVERY AIR MOVING SYSTEM SUPPLYING AIR IN EXCESS 2000 CFM (MULTIPLE UNITS SERVING THE SAME ROOM, OR HAVING A COMMON RETURN AIR PLENUM OR COMMON OCA DUCT ARE CONSIDERED TO BE ONE SYSTEM FOR DETERMINATION OF THE CFM). 4.COMBINATION FIRE / SMOKE DAMPERS (FSD) SHALL CLOSE AUTOMATICALLY UPON DETECTION OF HEAT AND/OR SMOKE TO RESIST THE PASSAGE OF FLAME AND SMOKE. THE DAMPER SHALL BE CONTROLLED BY HEAT/FIRE AND SMOKE DETECTION SYSTEM IN CONFORMANCE WITH LOCAL CODE. ·HEAT/FIRE DETECTION SYSTEM SHALL BE FACTORY PROVIDED WITH DAMPER. ·SMOKE DETECTION SYSTEM SHALL BE A DUCT SMOKE DETECTOR INSTALLED PER LOCAL CODE. DUCT SMOKE DETECTOR SHALL BE FACTORY PROVIDED WITH DAMPER OR BY THIRD PARTY. F. FIRE PROTECTION 1.ROUTING AND TERMINATION OF FLUE AND COMBUSTION AIR INTAKE FOR EACH HEATING UNIT SHALL COMPLY WITH CH 8. AND CH 7 OF CMC 2022 AND WITH MANUFACTURER'S SPECIFICATIONS. PROVIDE MANUFACTURER'S SPECIFICATIONS AND INSTALLATIONS INSTRUCTIONS TO VERIFY COMPLIANCE. 2.DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS PER 2022 CMC SECTION 504.4 3.SCREENS/LOUVERS SHALL NOT BE INSTALLED ON A DRYER VENT TERMINATION PER 2022 CMC SECTION 504.4. 4.FLEXIBLE CLOTHES DRYER TRANSITION DUCTS SHALL NOT BE CONCEALED WITH CONSTRUCTION. 5.CLOTHES DRYER EXHAUST TERMINATION AT THE EXTERIOR OF A BUILDING SHALL MAINTAIN A MINIMUM FIVE (5) FEET SEPARATION FROM THE CONDENSING UNIT. 6.EXHAUST DUCT FOR TYPE 1 DRYERS SHALL COMPLY WITH 2022 CMC SECTION 504.4.2. 7.FURNACES, BOILERS, AND WATER HEATERS LOCATED WITHIN THE HOME’S PRESSURE BOUNDARY ARE MECHANICALLY DRAFTED OR DIRECT-VENTED. AS AN EXCEPTION, NATURALLY DRAFTED EQUIPMENT IS ALLOWED IN CLIMATE ZONES 1-3. FOR NATURALLY DRAFTED FURNACES, BOILERS, AND WATER HEATERS, THE RATER HAS FOLLOWED RESNET OR BPI COMBUSTION SAFETY TEST PROCEDURES AND MET THE SELECTED STANDARD’S LIMITS FOR DEPRESSURIZATION, SPILLAGE, DRAFT PRESSURE, AND CO-CONCENTRATION IN AMBIENT AIR, AS WELL AS A CO-CONCENTRATION IN THE FLUE OF ≤ 25 PPM. 8.OPENINGS USED TO CONNECT INDOOR SPACES WHERE INDOOR COMBUSTION AIR IS USED SHALL BE SIZED AND LOCATED IN ACCORDANCE WITH THE FOLLOWING PER 2022 CMC 701.5: ·EACH OPENING SHALL HAVE A FREE AREA OF NOT LESS THAN ONE (1) SQUARE INCH PER 1000 BTU/HR OF THE TOTAL INPUT RATING OF THE APPLIANCE IN THE SPACE, BUT NOT LESS THAN 100 SQUARE INCHES OF THE TOP OF THE ENCLOSURE AND ONE OPENING SHALL COMMENCE WITHIN TWELVE (12) INCHES OF THE BOTTOM OF THE ENCLOSURE. THE DIMENSION OF AIR OPENINGS SHALL BE NOT LESS THAN THREE (3) INCHES. ·THE VOLUMES OF SPACES IN DIFFERENT STORIES SHALL BE CONSIDERED AS COMMUNICATING SPACES WHERE SUCH SPACES ARE CONNECTED BY ONE OR MORE OPENINGS IN DOORS OR FLOORS HAVING A TOTAL FREE AREA OF NOT LESS THAN TWO (2) SQUARE INCHES PER 1000 BTU/HR OF TOTAL INPUT RATING OF APPLIANCES. C. COMBUSTION AIR 1.ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND SEALED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS AND PROCEDURES DETAILED IN ASHRAE HANDBOOK OF FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION AND THE UNIFORM MECHANICAL CODE. 2.ALL DUCT SIZES ARE CLEAR INSIDE SIZES. OBTAIN APPROVAL FROM CONSTRUCTION MANAGER FOR SIZING OF ANY DUCTWORK, WHERE SIZES ARE NOT SHOWN ON DRAWINGS. 3.MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES TO INDIVIDUAL BOXES, DIFFUSERS, GRILLES AND REGISTERS AND SHALL BE LOCKED IN THE FINAL POSITION AFTER COMPLETION OF AIR BALANCE. 4.TRANSVERSE AND LONGITUDINAL JOINTS FOR ALL SUPPLY AIR DUCTS SHALL BE SEALED WITH APPROVED MASTIC PER SMACNA. 5.APPROVED MATERIALS SHALL BE INSTALLED WITHIN DUCTS AND PLENUMS FOR INSULATING, SOUND DEADENING OR OTHER PURPOSES. MATERIALS SHALL HAVE A MOLD HUMIDITY AND RESISTANT SURFACE THAT MEETS THE REQUIREMENTS OF UL181. 6.ANY METALLIC DUCT WORK USED SHALL BE INSTALLED IN ACCORDANCE WITH 2022 CMC SECTION 603.3. 7.ALL HANGARS AND SUPPORTS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. ALL CONNECTIONS TO JOISTS SHALL BE MADE AT THE TOP CORD. D. DUCTWORK 1.ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2.ALL HVAC EQUIPMENT SHALL BE U.L. LISTED AND BEAR A U.L. LABEL. 3.CONDENSER PAD SHALL BE A MINIMUM OF THREE (3) INCHES HIGH AND SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE SPECIFIED. THE CONDENSER SHALL BE SECURELY FASTENED TO THE PAD TO PREVENT EXCESSIVE MOTION DURING NORMAL OPERATING CONDITIONS AND SEISMIC ACTIVITY. 4.LISTED DIRECT-VENT APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CMC SECTION 802.2.6. 5.ALL CHIMNEYS SHALL BE INSTALLED IN ACCORDANCE WITH 2022 CMC SECTION 802.5.1 THROUGH 802.5.3. 6.A CHIMNEY FOR RESIDENTIAL-TYPE OR LOW-HEAT APPLIANCE SHALL EXTEND NOT LESS THAN THREE (3) FEET ABOVE THE HIGHEST POINT WHERE IT PASSES THROUGH A ROOF OF A BUILDING AND NOT LESS THAN TWO (2) FEET HIGHER THAN A PORTION OF A BUILDING WITHIN A HORIZONTAL DISTANCE OF TEN (10) FEET. 2022 CMC SECTION 802.5.4. E. EQUIPMENT/APPLIANCES CALGREEN NOTES APPLICABLE CODES APPLICABLE CODES AS OF JANUARY 1, 2023: 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. ; 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. ; (2021 INTERNATIONAL BUILDING CODE & 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. ; (2020 NATIONAL ELECTRICAL CODE & 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. ; (2021 UNIFORM MECHANICAL CODE & 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. ; (2021 UNIFORM PLUMBING CODE & 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. ; 2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R. ; (2021 INTERNATIONAL FIRE CODE & 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGreen), PART 11, TITLE 24 C.C.R. ; 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. ; TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS 1.OPENINGS IN THE BUILDING ENVELOPE SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE NEEDED TO ACCOMODATE GAS, PLUMBING, ELECTRICAL LINES AND OTHER NECESSARY PENETRATIONS MUST BE SEALED IN COMPLIANCE WITH CALIFORNIA ENERGY CODE. CAL GREEN 4.406.1 2.AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY INCLUDING ITEMS 1 THROUGH 10 IN ACCORDANCE WITH THIS SECTION SHALL BE PLACED IN THE BUILDING. CAL GREEN 4.410.1 2.1.DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITHIN BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2.2.OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: 2.2.1.EQUIPMENT AND APPLIANCES, INCLUDING WATER-SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, PHOTOVOLTAIC SYSTEMS, ELECTRIC VEHICLE CHARGERS, WATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. 2.2.2.ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. 2.2.3.SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. 2.2.4.LANDSCAPE IRRIGATION SYSTEMS. 2.2.5.WATER REUSE SYSTEMS. 2.3.INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. 2.4.PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 2.5.EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 2.6.INFORMATION ABOUT WATER-CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLER WHICH CONSERVE WATER. 2.7.INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 2.8.INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 2.9.INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. 2.10.A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. 3.AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. CAL GREEN 4.504.1 4.HEATING AND AIR-CONDITIONING SYSTEMS HAS BEEN SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 4.1.THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ACCA MANUAL J, ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 4.2.DUCT SYSTEMS ARE SIZED ACCORDING TO ACCA 29-D MANUAL D, ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 4.3.SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S MANUAL S OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. CAL GREEN 4.507.2 5.INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN ANY CFCs OR HALONS. CAL GREEN 5.508.1 6.DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT, THE SYSTEMS LISTED IN SECTION 5.410.4.2. 7.ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF SECTIONS 5.504.4.1 THROUGH 5.504.4.6. 8.BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND DUCTED TO TERMINATE OUTSIDE THE BUILDING. 9.UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL, WHICH SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80% (SEC 4.506.1) 1.ALL HANGARS AND SUPPORTS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. ALL CONNECTIONS TO JOISTS SHALL BE MADE AT THE TOP CORD. 2.PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDENSATE DRAIN LINES WITH CONNECTIONS TO AN APPROVED RECEPTOR IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. REFER TO PLUMBING PLANS FOR ALL PRIMARY AND SECONDARY CONDENSATE ROUTING. 3.CONTRACTOR SHALL VERIFY IN FIELD THE SHORTEST ROUTING FOR REFRIGERANT LINES THAT COMPLY WITH MANUFACTURER'S INSTALLATION GUIDELINES AND DO NOT INTERFERE OR RESTRICT OTHER TRADES. 4.THE LIQUID AND SUCTION LINES SHALL BE PROTECTED FROM THE ENVIRONMENT USING A WATER RESISTANT METAL JACKET, PAINTED CANVAS, PLASTIC COVER OR COATING PER 2022 CEC. G. PIPING 17.UPON COMPLETION OF PROJECT AND PRIOR TO ACCEPTANCE OF THE WORK BY THE CONSTRUCTION MANAGER, CONTRACTOR SHALL FURNISH TO HIM FOUR (4) COPIES OF OPERATION AND MAINTENANCE MANUAL OF EQUIPMENT BOUND IN BOOK FORM AND INDEXED. MANUAL SHALL CONTAIN PARTS LIST, RECOMMENDED PERIODS OF INSPECTION, ETC., AND NAME, ADDRESS AND PHONE NUMBER OF ALL SUPPLIERS. 18.THE CONTRACTOR SHALL FURNISH A TRAINED AND COMPETENT SERVICE ENGINEER TO INSTRUCT THE OPERATORS IN THE OPERATION AND MAINTENANCE OF THE SYSTEM. 19.COMPLETE INSTALLATION SHALL BE GUARANTEED, AND CONTRACTOR SHALL PROVIDE A MINIMUM 1 YEAR SERVICE, INCLUDING PARTS AND LABOR. 9. ALL GAS FIRED AIR CONDITIONERS SHALL COMPLY WITH SECTION 903.2.1 THROUGH SECTION 903.2.7. 2022 CMC SECTION 903.2. 10. LISTED OUTDOOR COOKING APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 2022 CMC SECTION 923.1. UNLISTED OUTDOOR COOKING APPLIANCES SHALL BE INSTALLED OUTDOORS WITH CLEARANCES TO COMBUSTIBLE MATERIAL OF NOT LESS THAN THIRTY-SIX(36) INCHES AT THE SIDES AND BACK AND NOT LESS THAN FOURTY-EIGHT (48) INCHES AT THE FRONT. IN NO CASE SHALL THE APPLIANCE BE LOCATED UNDER OVERHEAD COMBUSTIBLE CONSTRUCTION. 2022 CMC 923.2 7.THE FUEL INPUT RATE TO THE APPLIANCE SHALL NOT BE INCREASED OR DECREASED IN VIOLATION OF THE APPROVED RATING AT THE ALTITUDE WHERE IT IS BEING USED. CMC 2022 SECTION 902.6. 8.ALL ELECTRICAL AIR CONDITIONER SYSTEMS DESIGNED FOR PERMANENT INSTALLATION SHALL COMPLY WITH UL 1995 OR UL 60335-2-40. 2022 CMC SECTION 903.1. 1.MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE (CMC) AND ALL APPLICABLE LOCAL CODES AND REGULATIONS WITH AMENDMENTS (LATEST EDITION). 2.ALL DIMENSIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND MUST BE CONFIRMED ON SITE. 3.PROVIDE ANCHORAGE FOR ALL PIPING, DUCTWORK, AND EQUIPMENT IN ACCORDANCE WITH THE LATEST EDITION OF GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS PER SMACNA. 4.VENTILATION SYSTEMS DESIGNED AND INSTALLED SHALL MEET ASHRAE 62.2 REQUIREMENTS. 5.WHERE DEEMED ARCHITECTURALLY UNACCEPTABLE TO PROVIDE ADEQUATE DOOR UNDERCUT FOR PROPER AIR RETURN BETWEEN ROOMS, TRANSFER GRILLS SHALL BE INSTALLED AND COORDINATED WITH THE ARCHITECT. 6.WHEN SUPPLIED, DESIGN ENGINEER SHALL REVIEW AND APPROVE SUBMITTALS FOR ALL EQUIPMENT. IN THE CASE WHERE SUGGESTED SUBSTITUTE IS NOT ADEQUATE, SUBMITTAL SHALL BE RETURNED TO CONTRACTOR AND STAMPED AS "REVIEW AND RESUBMIT." SUBMITTAL APPROVAL CONFIRMS ONLY THAT SUGGESTED SUBSTITUTE HAS EQUIVALENT TECHNICAL PARAMETERS AND DESIGN CONSULTANT IS NOT RESPONSIBLE FOR ANY FINANCIAL IMPACT THAT THIS SUBSTITUTE CAUSES. A. SCOPE OF WORK M-0.1 GENERAL NOTES PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/31/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 DR A F T M BDD UP DN A.D. 12X24 H C FD FSD 8Ø SA UP DN RA EA NECK SIZE/TAG AIR FLOW (CFM) T S P T SD TS HS # DESIGNATION C CO AD DESCRIPTIONABBREVIATION LEGEND RECTANGULAR DIFFUSER KEY NOTE RECTANGULAR OR FLAT OVAL DUCTWORK SIZE (FIRST NUMBER IS SIDE SHOWN) FLEXIBLE DUCTWORK DUCT SECTION AIR DEVICE MARK SIDE-WALL MOUNTED SUPPLY GRILLE OR RETURN/EXHAUST GRILLE AIR FLOW MOTORIZED DAMPER MANUAL VOLUME DAMPER OPPOSED BLADE DAMPER BACKDRAFT DAMPER OFF-SET UP OR DOWN INTERNALLY LINED DUCTWORK BOTTOM OUTLET/INLET REGISTER (PATTERN AS SHOWN ON PLANS) DUCT MOUNTED SIDE OUTLET/INLET REGISTER FLEXIBLE CONNECTION TYPE EQUIPMENT TAG HVAC FURNACE HVAC A/C UNIT OR HEAT PUMP CEILING MOUNTED EXHAUST FAN STORAGE TANK HVAC ACCESS PANEL THERMOSTAT THERMOSTAT SUSPENDED TEMPERATURE SENSOR/TRANSMITTER HUMIDITY SENSOR/ TRANSMITTER PRESSURE DIFFERENTIAL SENSOR SMOKE DETECTOR POINT OF CONNECTION (P.O.C) DROPPED CEILING CONTROLLERRECTANGULAR TO ROUND TRANSITION CO SENSORELBOWS WITH TURNING VANES ACCESS DOOR HC - HEATING COIL CC - COOLING COIL PHC - PRE-HEAT COIL RHC - RE-HEAT COIL FIRE DAMPER FIRE SMOKE DAMPER FILTER LOUVER DESCRIPTIONSYMBOL ACCESS DOOR BDD BACKDRAFT DAMPER CFM CUBIC FEET PER MINUTE dBA A-WEIGHTED DECIBEL EA EXHAUST AIR EF EXHAUST FAN FC FAN COIL FD FIRE DAMPER HP HEAT PUMP HSPF HEATING SEASONAL PERFORMANCE FACTOR LAU LAUNDRY ROOM MVD MANUAL VOLUME DAMPER NG NATURAL GAS OSA OUTSIDE AIR PDR POWDER ROOM RA RETURN AIR RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION RVD REMOTE OPERATED DAMPER SA SUPPLY AIR SQFT SQUARE FEET SD SMOKE DETECTOR SA RA EA SA RA/EA SA RA/EA SA RA/EA SA RA EA DESCRIPTIONSYMBOL ABBREVIATIONS M-0.2 LEGENDS PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/31/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 DR A F T NOTE: ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL RELAYS AS REQUIRED TO ACHIEVE CONTROL OF UNITS AS SPECIFIED BELOW SEQUENCE OF OPERATIONS Unit shall operate via a wall-mounted thermostat. Fan to operate as required by thermostat. Cooling and heating modes shall operate as required by thermostat. OSA called out on plans shall be provided by RTU unit as indicated. RTU's Fan to operate via a wall-mounted switch. Switch to interlock with light. AIR SYSTEM DESIGN CRITERIA CITY AZUSA COUNTY LOS ANGELES CLIMATE ZONE 09 SUMMER AMBIENT DESIGN TEMPERATURE (°F DB/WB)97.5 / 71.9 SUMMER DAILY RANGE (°F WB)36.0 WINTER AMBIENT DESIGN TEMPERATURE (°F DB)38.4 SUMMER INDOOR DESIGN TEMPERATURE (°F DB)75.0 WINTER INDOOR DESIGN TEMPERATURE (°F DB)68.0 DIFFUSERS/GRILLES/REGISTERS TAG AIRFLOW RANGE (CFM)NOTES DUCT SIZE (IN.) NOTES: 1.ALL PERFORMANCE DATA SHALL BE IN ACCORDANCE WITH ANSI/ASHRAE STANDARDS. 2.UNLESS OTHERWISE NOTED, ALL DIFFUSERS/REGISTERS/GRILLES SHALL HAVE NC RATINGS <30. 3.COORDINATE FRAME TYPE WITH ARCHITECTURAL RCP. 4.COLOR TO BE SPECIFIED BY ARCHITECT. 5.PROVIDE GRILLE WITH VERTICAL ORIENTED BLADES AND MULTI SHUTTER DAMPER. 6.PROVIDE WITH REMOTE VOLUME DAMPER, CABLE OPERATED, MANUFACTURER MODEL NO. FACE SIZE (IN.) PRESS. DROP (IN. W.G.) FUNCTION TAG CFM S-1 KRUEGER 1240 CEILING SUPPLY DIFFUSER LAY-IN 8 X 8 10 X 10 12 X 12 0 - 200 201 - 325 326 - 400 0.04 0.05 0.04 24 X 24 1,2,3,4 R-1 KRUEGER 6690 CEILING RETURN GRILLE LAY-IN 6 Ø 8 Ø 10 Ø 12 Ø 0 - 125 126 - 225 226 - 400 401 - 500 0.17 0.17 0.18 0.14 24 X 24 1,2,3,4 R-2 KRUEGER S480 WALL RETURN GRILLE36 X 160 - 1500 0.02238 X 18 1,2,3,4,5 S-2 KRUEGER 80 36 X 120 - 870 0.01727.75X13.75 1,2,3,4 T-1 KRUEGER S480 WALL TRANSFER GRILLE12 X 60 - 250 0.0914 X 8 1,2,3,4 SYM OUTPUT HEATING CAPACITY (BTUH) INPUT CFM OSACFM ESPMFR & MODEL # COOLING CAPACITYSERVICED AREA SEER/ EER AC UNIT ELECTRICAL PHV MCAHZ MOCP TONNAGE WEIGHT TOTALORIENTATIONAFUE 47,000 13.5/ 11.5 90,000 73,000 1,600 400 0.2 208/230 3 60 --461+300 LBSSHARE SPACE DOWN DISCHARGE4AC 48 80.4% 72,000 -- 125,000 103,000 Max. 3,000 750 0.2 208/230 3 60 --765 + 300 LBSDOWN DISCHARGE6AC 72-1 -- IEER/ EER 16 / 12.0 - THERMAL EFFICIENCY 82.0% -- Min. 1800 WALL SUPPLY GRILLE S-3 KRUEGER 1240 8 X 80 - 215 0.03613.5 X 13.5 1,2,3,4 CEILING SUPPLY DIFFUSER SURFACE MOUNT R-3 KRUEGER S80 CEILING RETURN GRILLE SURFACE MOUNT 12 X 60 - 250 0.02713.75X7.75 1,2,3,4,5 GENERAL SCHEDULE OF FANS TYPE TAG SERVICE MANUFACTURER MODEL NO. NOTES LOCATION NOTES: 1.ALL FANS SHALL BE TESTED AND RATED, CERTIFIED, AND SEALED IN ACCORDANCE WITH AMCA FOR BOTH SOUND AND AIR PERFORMANCE. ALL FANS SHALL BE U.L. LISTED. 2.FAN SHALL BE PROVIDED WITH A NEMA-1 (INDOORS) OR NEMA-3R (OUTDOORS) DISCONNECT SWITCH. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. 3.PROVIDE GRAVITY BACKDRAFT DAMPER IN THROAT OF EXHAUST DUCT. FAN DATA MOTOR WEIGHT (LBS) TYPE / DESIGN TAG TYPE SONES EXTERNAL STATIC PRESSURE (IN. W.G.) TOTAL AIR QTY (CFM) MOTOR TYPE RATED SIZE VOLTS/ PHASE/ HERTZ EF R-2 PUBLIC RESTROOM GREENHECK SP-A190 CEILING 17.0 CEILING MOUNTED 178 0.2 1.5 --48.0 W 115/1/60 1,2,3 EF R2 EF J DAY & NIGHT PGD448090H001E DAY & NIGHT RGH073HECAATAT GENERAL SCHEDULE OF NEW MINI-SPLIT HEAT PUMP UNITS - NEW TAG SERVICE MANUFACTURER MODEL NO.TONSLOCATION AMB. DB (°F) TOTAL LOAD (MBH) SENS. LOAD (MBH) COOLING HEATING WEIGHT (LBS) TOTAL LOAD (MBH) REF. PIPING TYPE VOLTS/ PHASE/ HERTZ MCA (A) MOCP (A) ELECTRICAL TAG HP NOTESAMB. DB (°F) EER SEER / [IEER] HSPF/ [COP] CONN. Ø LIQUID / SUCTION (IN.) SYSTEM CHARGE (LBS) NOTES: 1.DISCONNECT SWITCH TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 2.PROVIDE CONTROL WIRING, CONDUIT, ETC. FOR A COMPLETE AND OPERABLE SYSTEM. 3.PROVIDE ALL REQUIRED MATERIALS & INSULATED REFRIGERANT LINES FOR COMPLETE INSTALLATION. SIZE RS/RL PIPING PER MANUFACTURERS GUIDELINES. 4.RS/RL ACCESS PORTS LOCATED OUTDOORS SHALL BE PROTECTED FROM UNAUTHORIZED ACCESS WITH LOCKING TYPE TAMPER RESISTANT CAPS. UNLESS THEY ARE PROTECTED BY WALLS OR FENCING AND REQUIRING KEY ACCESS. 5.CONDENSING UNIT SHALL REST ON A CONCRETE OR OTHER APPROVED BASE PER DETAILS ON MD-1. 6.INSTALL EQUIPMENT IN ACCORDANCE WITH BOTH THE DETAILS SHOWN IN THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. NOTES: 1.DISCONNECT SWITCH TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 2.PROVIDE HARD-WIRED PROGRAMMABLE SETBACK THERMOSTAT, CONTROL WIRING, CONDUIT, ETC. FOR A COMPLETE AND OPERABLE SYSTEM. 3.PROVIDE UNIT WITH ECM MOTOR SET TO PROVIDE CFM QUANTITIES PER SCHEDULE. 4.PROVIDE UNIT WITH ACCESS PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. 5.PROVIDE UNIT WITH FACTORY SECONDARY DRAIN PAN. 6.PROVIDE ALL REQUIRED MATERIALS & INSULATED REFRIGERANT LINES FOR COMPLETE INSTALLATION. SIZE RS/RL PIPING PER MANUFACTURERS GUIDELINES. 7.INDOOR UNIT TO RECEIVE POWER FROM OUTDOOR UNIT. GENERAL SCHEDULE OF NEW FAN COIL UNITS - NEW TAG SERVICE MANUFACTURER MODEL NO.CULOCATION WEIGHT (LBS) VOLTS/ PHASE/ HERTZ MCA (A) MOCP (A) ELECTRICAL TAG FC NOTESOUTSIDE AIR QTY (CFM) EXTERNAL STATIC PRESSURE (IN. W.G.) TOTAL AIR QTY (CFM) FAN DATA TOTAL LOAD (MBH) SENS. LOAD (MBH) COOLING HEATING TOTAL LOAD (MBH) ELEC. HEAT 18 SEE PLANS WALL HP18 31.97 353-559 0 0 18 12.6 18 ----1,2,3,4,6,7208/230 1/60 79.618SEE PLANS SEE PLANS 1.5 95 18 12.6 11.2 19.0 R410A 208/230 1/60 1,2,3,4,6,7 CARRIER 40MHHQ18**3 CARRIER 38MHRBQ18AA3 18 10.647 1/4" / 1/2"2.82 LBS 15 20 AHRI 201847009 CONTRACT SECURITY LN-2 PRICE 4ft AS (CFP) 2.5" SLOT CEILING SUPPLY DIFFUSER10"Ø0-155 0.02548 X 5-3/4 1,2,3,4,5,6 EF J PUBLIC RESTROOM GREENHECK SP-A190 CEILING 17.0 CEILING MOUNTED 178 0.2 1.5 --48.0 W 115/1/60 1,2,3 2 2 M-0.3 EQUIPMENT SCHEDULES PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/31/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 DR A F T 1 2 3 4 5 6 7 C B A D E 1 2 3 4 5 6 7 C B A D E 0 0 0 1 2 1/2"2 1/2" 2 1/2" 1/2" 1/2" OFFICE COOP OFFICE OPEN OFFICE AREA OFFICE MALE LOCKERS STORAGE FEMALE LOCKERS IDF318 FC SUPPLY, RETURN FROM AC-48 ON ROOF S-2 400 R-2 -- 2 TFC-48 3 18 FC SUPPLY, RETURN FROM AC-72-1 ON ROOF T FC-18 T FC-18 S-2 300 2 S-2 300 S-2 300 2 2 R-2 -- S-2 400 2 S-2 400 2 S-2 400 2 R-2 -- .. 16"Ø 18"Ø 16"Ø 10"Ø 10"Ø S-1 300 S-1 300 S-1 300 S-1 300 14"Ø . 9"Ø 16"Ø . 9"Ø . 7"Ø 9"Ø 7"Ø 16"Ø R-1 -- R-1 -- . T FC-72 R2 EF 5 4 3 6"Ø 5 4 R2 EF 3 KIT . 14"Ø . 14"Ø . . R-1 -- R-1 -- 9"Ø 9"Ø 14"Ø 9"Ø 6"Ø 9"Ø 24x36 .LN-2 150 . LN-2 150 . 9"Ø 14"Ø .14"Ø ..14"Ø 14"Ø 18"Ø . . 9"Ø 5 4 J EF 3 6"Ø 14"Ø 18"x10" MUA LOUVER (50% NET FREE) 18"x10" MUA LOUVER 12"Ø 7"Ø S-1 110 . 12"Ø 7"Ø R-1 -- . 1.REFER TO DRAWING M-0.1 FOR LEGENDS, SYMBOLS, ABBREVIATIONS & GENERAL NOTES. 2.REFER TO DRAWING M-0.2 FOR EQUIPMENT SCHEDULES. 3.REFER TO DRAWINGS MD-1 FOR MECHANICAL DETAILS. 4.DUCT INSULATION R VALUES SHALL BE PER REGISTERED T24 COMPLIANCE DOCUMENTATION. COORDINATE EXACT ROUTING OF DUCTWORK WITH STRUCTURAL AND ALL OTHER TRADES, ROUTING SHOWN IS SCHEMATIC ONLY. 5.PROVIDE CAN AND DUCT COLLAR AS REQUIRED FOR ALL GRILLES AND DIFFUSERS. 6.OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 5 FEET (1,524 MM) OF THE 1-HOUR FIRE-RESISTANCE-RATED WALL THAT TERMINATES AT THE UNDERSIDE OF THE ROOF SHEATHING (OR PARAPET WALL) FOR GROUPS R AND U AND 10 FEET (3,048 MM) OR OTHER OCCUPANCIES, MEASURED FROM THE INTERIOR SIDE OF THE WALL. (CBC 705.11.4.3). 7.FOR DOMESTIC DRYERS PROVIDE A MINIMUM OF 100 SQ. IN FREE AREA OPENING(S) INTO LAUNDRY ROOM FOR MAKE-UP AIR AS REQUIRED BY CODE (CMC 504.4.1). FOR TYPE 2 (COMMERCIAL DRYERS) MAKEUP AIR SHALL BE PROVIDED WITH AREA NOT LESS THAN 1 SQ.IN. FOR EACH 1000 BTUH OF TOTAL INPUT RATING OF THE DRYERS INSTALLED. 8.FIRE SEAL ALL PENETRATIONS AS REQUIRED BY CODE. 9.FIRE DAMPER RATINGS SHALL BE IN ACCORDANCE WITH 717.3.2.1 THROUGH 717.3.2.4. FIRE DAMPERS SHALL HAVE THE MINIMUM FIRE PROTECTIONS RATING SPECIFIED IN TABLE 717.3.2.1 FOR TYPES OF PENETRATION. 10.FOR CEILING HEIGHTS SEE ARCHITECTURAL DRAWINGS. 11.ALL ENVIRONMENTAL AIR VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS (SECTION 504.0 CMC). 12.LISTED DIRECT VENT APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SECTION 802.8.2. THE CLEARANCES FROM ANY AIR OPENING INTO A BUILDING FOR THROUGH-THE-WALL TERMINALS SHALL BE 6" FOR 10,000 BTU AND LESS; 9" FOR 10,000-50,000 BTUH; AND 12" FOR APPLIANCES BETWEEN 50,000 AND 150,000 BTUH. FOR APPLIANCES OVER 150,000 BTUH, FOLLOW THE MANUFACTURER'S INSTRUCTIONS. LISTED MECHANICAL DRAFT VENTING APPLIANCES SHALL NOT TERMINATE LESS THAN 4FT FROM ANY AIR OPENING INTO A BUILDING (1 FT IF VENT IS ABOVE THE OPENING) - (CMC 802.8.1) 13.IF FAN HUMIDISTAT IS REQUIRED, IT SHOULD BE LOCATED ADJACENT TO THE FAN SWITCH OR INTEGRATED IN THE EXHAUST FAN. 14.INSTALLER SHALL REVIEW "REGISTERED' COPY OF THE CF-1R FORMS AND ASSURE THAT ALL REQUIRED MEASURES ARE TAKEN. ALL DUCT INSULATION VALUES, EQUIPMENT EFFICIENCIES ARE MET OR EXCEEDED. INSTALLING SUBCONTRACTOR SHALL PROVIDE AND SUBMITT CF2R CERTIFICATE OF INSTALLATION. GENERAL MECHANICAL NOTES 15.WHEN LOCAL EXHAUST FANS ARE USED FOR "CONTINUOUS" WHOLE BUILDING VENTILATION, THE LOCAL EXHAUST FAN SWITCH SHALL BE PERMITTED AS AN OVERRIDE CONTROL. (SECTION 4.4 ASHRAE 62.2) FAN SHALL OPERATE AT ALL TIMES WHEN UNIT IS OCCUPIED. LABEL SHALL BE PROVIDED INDICATING SYSTEM'S FUNCTION. FOLLOWING OR EQUIVALENT TEXT SHALL BE DISPLAYED:"THIS SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR THE HOME. LEAVE IT ON AT ALL TIMES WHEN HOME IS OCCUPIED UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR. " 16.CONTRACTOR TO VERIFY INSTALLED DRYER LENGTHS AND NUMBER OF ELBOWS ON FIELD. 17.PER 2022 CEC FOR MULTIFAMILY RESIDENTIAL BUILDINGS, CONTINUOUSLY OPERATED EXHAUST ONLY OR SUPPLY ONLY VENTILATION APPROACH SHALL BE ALLOWED TO BE USED TO PROVIDE THE REQUIRED UNIT VENTILATION AIRFLOW IF ENVELOPE LEAKAGE IS LESS THAN OR EQUAL TO 0.3 CFM AT 50 Pa PER SQUARE FOOT OF DWELLING UNIT ENVELOPE SURFACE. THIS REQUIREMENT SHALL BE FIELD TESTED AND VERIFIED (BLOWER DOOR TEST). THIS IS TO BE USED AS AN ALTERNATIVE TO BALANCED VENTILATION REQUIREMENT PER CEC. 160.2(b)2A.IV. WHEN THIS OPTION IS SELECTED BY DEVELOPER, GC WILL MAKE SURE THAT ALL NECESSARY BUILDING TECHNIQUES HAVE BEEN USED TO MEET THE LEAKAGE REQUIREMENTS. 18.KITCHEN HOODS SHALL BE RATED FOR SOUND IN ACCORDANCE WITH 2022 CALIFORNIA ENERGY CODE SECTION 150.0(o)G. 19.MECHANICAL SYSTEMS INCLUDING HEATING AND AIR CONDITIONING SYSTEMS THAT SUPPLY AIR TO HABITABLE SPACES SHALL HAVE MERV 13 FILTERS OR BETTER (NOMINAL 2" THICK FILTER, OR EQUIVALENT 1" FILTER PER EQUATION 150.0-A). 20.COMBUSTION APPLIANCES SHALL BE PROPERLY VENTED AND AIR SYSTEMS SHALL BE DESIGNED TO PREVENT BACK DRAFTING. 21.DUCTS, PLENUMS, OR METAL FITTINGS SHALL COMPLY WITH THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE, AS SPECIFIED IN SECTION CMC 602.3. 22.MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE ONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 50, WHERE TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ASTM E84 OR UL 723 23.HEATING, VENTILATING, AND AIR-CONDITIONING SYSTEMS, INCLUDING HYDRONIC SYSTEMS, SHALL BE BALANCED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE, ACCA MANUAL B, ASHRAE 111, NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS, OR SMACNA HVAC SYSTEMS TESTING, ADJUSTING, AND BALANCING AS SPECIFIED IN SECTION CMC 314.1, 2022 HVAC KEY NOTES 1 2 3 4 EXISTING ROOFTOP UNIT. REFER TO EQUIPMENT SCHEDULE ON M-0.2 FOR EQUIPMENT SPECIFICATIONS. REMOTE VOLUME DAMPER FOR DIFFUSERS IN NON T-BAR CEILING WHERE DIRECT ACCESS TO DAMPER NOT POSSIBLE. 5 VERIFY MAKE & MODEL WITH OWNER BEFORE ROUGH IN. INSTALL PER MANUFACTURER INSTILLATION INSTRUCTIONS. EXHAUST OUTLET SHALL TERMINATE 3' AWAY FROM OPENINGS INTO THE BUILDING AND 3' AWAY FROM THE PROPERTY LINE. SEE CIVIL DRAWINGS FOR PROPERTY LINE DETAILS. EXHAUST AIR DUCT UP THRU ROOF TO W/ ROOF JACK. 6 RTU OSA HOOD SHALL BE MIN 10 FEET FROM ANY EXHAUST OUTLET. PROVIDE RS/RL PIPING. SIZES PER MANUFACTURER'S GUIDELINES. ROUTE FROM OUTSIDE HEAT PUMP UNIT TO FAN COIL UNIT. PROVIDE PLATFORM ON ROOF FOR REMOTE HEAT PUMP. RUN 3/4" PRIMARY CONDENSATE DRAIN LINE TO THE LAVATORY TAILPIECE. SECONDARY CONDENSATE TO DRAIN TO THE EXTERIOR ABOVE A WINDOW. COORDINATE WITH THE PLUMBER AND PROJECT ARCHITECT. PROVIDE THERMAL INSULATION ON ALL CONDENSATE DRAIN PIPING INSTALLED INDOORS. PROVIDE ISOLATION VALVES AND BRONZE BRAIDED FLEXIBLE CONNECTORS ON REFRIGERANT LINES ADJACENT TO INDOOR AND OUTDOOR UNITS. 7 8 9 PROVIDE CONCENTRIC VENT/ COMBUSTION DUCT FOR WATER HEATER. ROUTE UP THRU ROOF. INSTALL PER MANUFACTURER'S INSTALLATION MANUAL. 10 1 0 8'16'4' 1/8" = 1'-0" 24' FLOOR PLAN PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/31/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP BW title new.jpg DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 M-2.1 BUILDING FLOOR PLAN 2 2 2 2 2 2 DR A F T 1 2 3 4 5 6 7 C B A D E 48 AC 72-1 AC 750 CFM O.S.A 400 CFM O.S.A. 18 HP 6 6 1 1 87 18 HP 87 5 4 5 4 5 4 HVAC KEY NOTES 1 2 3 4 EXISTING ROOFTOP UNIT. REFER TO EQUIPMENT SCHEDULE ON M-0.2 FOR EQUIPMENT SPECIFICATIONS. REMOTE VOLUME DAMPER FOR DIFFUSERS IN NON T-BAR CEILING WHERE DIRECT ACCESS TO DAMPER NOT POSSIBLE. 5 VERIFY MAKE & MODEL WITH OWNER BEFORE ROUGH IN. INSTALL PER MANUFACTURER INSTILLATION INSTRUCTIONS. EXHAUST OUTLET SHALL TERMINATE 3' AWAY FROM OPENINGS INTO THE BUILDING AND 3' AWAY FROM THE PROPERTY LINE. SEE CIVIL DRAWINGS FOR PROPERTY LINE DETAILS. EXHAUST AIR DUCT UP THRU ROOF TO W/ ROOF JACK. 6 RTU OSA HOOD SHALL BE MIN 10 FEET FROM ANY EXHAUST OUTLET. PROVIDE RS/RL PIPING. SIZES PER MANUFACTURER'S GUIDELINES. ROUTE FROM OUTSIDE HEAT PUMP UNIT TO FAN COIL UNIT. PROVIDE PLATFORM ON ROOF FOR REMOTE HEAT PUMP. RUN 3/4" PRIMARY CONDENSATE DRAIN LINE TO THE LAVATORY TAILPIECE. SECONDARY CONDENSATE TO DRAIN TO THE EXTERIOR ABOVE A WINDOW. COORDINATE WITH THE PLUMBER AND PROJECT ARCHITECT. PROVIDE THERMAL INSULATION ON ALL CONDENSATE DRAIN PIPING INSTALLED INDOORS. PROVIDE ISOLATION VALVES AND BRONZE BRAIDED FLEXIBLE CONNECTORS ON REFRIGERANT LINES ADJACENT TO INDOOR AND OUTDOOR UNITS. 7 8 9 PROVIDE CONCENTRIC VENT/ COMBUSTION DUCT FOR WATER HEATER. ROUTE UP THRU ROOF. INSTALL PER MANUFACTURER'S INSTALLATION MANUAL. 10 1.REFER TO DRAWING M-0.1 FOR LEGENDS, SYMBOLS, ABBREVIATIONS & GENERAL NOTES. 2.REFER TO DRAWING M-0.2 FOR EQUIPMENT SCHEDULES. 3.REFER TO DRAWINGS MD-1 FOR MECHANICAL DETAILS. 4.DUCT INSULATION R VALUES SHALL BE PER REGISTERED T24 COMPLIANCE DOCUMENTATION. COORDINATE EXACT ROUTING OF DUCTWORK WITH STRUCTURAL AND ALL OTHER TRADES, ROUTING SHOWN IS SCHEMATIC ONLY. 5.PROVIDE CAN AND DUCT COLLAR AS REQUIRED FOR ALL GRILLES AND DIFFUSERS. 6.OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 5 FEET (1,524 MM) OF THE 1-HOUR FIRE-RESISTANCE-RATED WALL THAT TERMINATES AT THE UNDERSIDE OF THE ROOF SHEATHING (OR PARAPET WALL) FOR GROUPS R AND U AND 10 FEET (3,048 MM) OR OTHER OCCUPANCIES, MEASURED FROM THE INTERIOR SIDE OF THE WALL. (CBC 705.11.4.3). 7.FOR DOMESTIC DRYERS PROVIDE A MINIMUM OF 100 SQ. IN FREE AREA OPENING(S) INTO LAUNDRY ROOM FOR MAKE-UP AIR AS REQUIRED BY CODE (CMC 504.4.1). FOR TYPE 2 (COMMERCIAL DRYERS) MAKEUP AIR SHALL BE PROVIDED WITH AREA NOT LESS THAN 1 SQ.IN. FOR EACH 1000 BTUH OF TOTAL INPUT RATING OF THE DRYERS INSTALLED. 8.FIRE SEAL ALL PENETRATIONS AS REQUIRED BY CODE. 9.FIRE DAMPER RATINGS SHALL BE IN ACCORDANCE WITH 717.3.2.1 THROUGH 717.3.2.4. FIRE DAMPERS SHALL HAVE THE MINIMUM FIRE PROTECTIONS RATING SPECIFIED IN TABLE 717.3.2.1 FOR TYPES OF PENETRATION. 10.FOR CEILING HEIGHTS SEE ARCHITECTURAL DRAWINGS. 11.ALL ENVIRONMENTAL AIR VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS (SECTION 504.0 CMC). 12.LISTED DIRECT VENT APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SECTION 802.8.2. THE CLEARANCES FROM ANY AIR OPENING INTO A BUILDING FOR THROUGH-THE-WALL TERMINALS SHALL BE 6" FOR 10,000 BTU AND LESS; 9" FOR 10,000-50,000 BTUH; AND 12" FOR APPLIANCES BETWEEN 50,000 AND 150,000 BTUH. FOR APPLIANCES OVER 150,000 BTUH, FOLLOW THE MANUFACTURER'S INSTRUCTIONS. LISTED MECHANICAL DRAFT VENTING APPLIANCES SHALL NOT TERMINATE LESS THAN 4FT FROM ANY AIR OPENING INTO A BUILDING (1 FT IF VENT IS ABOVE THE OPENING) - (CMC 802.8.1) 13.IF FAN HUMIDISTAT IS REQUIRED, IT SHOULD BE LOCATED ADJACENT TO THE FAN SWITCH OR INTEGRATED IN THE EXHAUST FAN. 14.INSTALLER SHALL REVIEW "REGISTERED' COPY OF THE CF-1R FORMS AND ASSURE THAT ALL REQUIRED MEASURES ARE TAKEN. ALL DUCT INSULATION VALUES, EQUIPMENT EFFICIENCIES ARE MET OR EXCEEDED. INSTALLING SUBCONTRACTOR SHALL PROVIDE AND SUBMITT CF2R CERTIFICATE OF INSTALLATION. GENERAL MECHANICAL NOTES 15.WHEN LOCAL EXHAUST FANS ARE USED FOR "CONTINUOUS" WHOLE BUILDING VENTILATION, THE LOCAL EXHAUST FAN SWITCH SHALL BE PERMITTED AS AN OVERRIDE CONTROL. (SECTION 4.4 ASHRAE 62.2) FAN SHALL OPERATE AT ALL TIMES WHEN UNIT IS OCCUPIED. LABEL SHALL BE PROVIDED INDICATING SYSTEM'S FUNCTION. FOLLOWING OR EQUIVALENT TEXT SHALL BE DISPLAYED:"THIS SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR THE HOME. LEAVE IT ON AT ALL TIMES WHEN HOME IS OCCUPIED UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR. " 16.CONTRACTOR TO VERIFY INSTALLED DRYER LENGTHS AND NUMBER OF ELBOWS ON FIELD. 17.PER 2022 CEC FOR MULTIFAMILY RESIDENTIAL BUILDINGS, CONTINUOUSLY OPERATED EXHAUST ONLY OR SUPPLY ONLY VENTILATION APPROACH SHALL BE ALLOWED TO BE USED TO PROVIDE THE REQUIRED UNIT VENTILATION AIRFLOW IF ENVELOPE LEAKAGE IS LESS THAN OR EQUAL TO 0.3 CFM AT 50 Pa PER SQUARE FOOT OF DWELLING UNIT ENVELOPE SURFACE. THIS REQUIREMENT SHALL BE FIELD TESTED AND VERIFIED (BLOWER DOOR TEST). THIS IS TO BE USED AS AN ALTERNATIVE TO BALANCED VENTILATION REQUIREMENT PER CEC. 160.2(b)2A.IV. WHEN THIS OPTION IS SELECTED BY DEVELOPER, GC WILL MAKE SURE THAT ALL NECESSARY BUILDING TECHNIQUES HAVE BEEN USED TO MEET THE LEAKAGE REQUIREMENTS. 18.KITCHEN HOODS SHALL BE RATED FOR SOUND IN ACCORDANCE WITH 2022 CALIFORNIA ENERGY CODE SECTION 150.0(o)G. 19.MECHANICAL SYSTEMS INCLUDING HEATING AND AIR CONDITIONING SYSTEMS THAT SUPPLY AIR TO HABITABLE SPACES SHALL HAVE MERV 13 FILTERS OR BETTER (NOMINAL 2" THICK FILTER, OR EQUIVALENT 1" FILTER PER EQUATION 150.0-A). 20.COMBUSTION APPLIANCES SHALL BE PROPERLY VENTED AND AIR SYSTEMS SHALL BE DESIGNED TO PREVENT BACK DRAFTING. 21.DUCTS, PLENUMS, OR METAL FITTINGS SHALL COMPLY WITH THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE, AS SPECIFIED IN SECTION CMC 602.3. 22.MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE ONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 50, WHERE TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ASTM E84 OR UL 723 23.HEATING, VENTILATING, AND AIR-CONDITIONING SYSTEMS, INCLUDING HYDRONIC SYSTEMS, SHALL BE BALANCED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE, ACCA MANUAL B, ASHRAE 111, NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS, OR SMACNA HVAC SYSTEMS TESTING, ADJUSTING, AND BALANCING AS SPECIFIED IN SECTION CMC 314.1, 2022 1 0 8'16'4' 1/8" = 1'-0" 24' ROOF PLAN PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/31/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP BW title new.jpg DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 M-2.2 BUILDING ROOF PLAN DR A F T 1 22 33 1.EXTERIOR WALL OR PARAPET WALL SEAL PENETRATION OUTLET WITH ELASTOMERIC LINE-SET COMPRESSION SLEEVE TYPE 'TITANGS30" BY AIREX MANUFACTURING INC. 2.INSULATION PROTECTIVE PVC COVER TYPE "E-FLEX GUARD" BY AIREX MANUFACTURING INC OR SIMILAR 3.ELASTOMERIC LINE-SET COMPRESSION & ANTI-VIBRATION SLEEVE (COMPONENT OF REFERENCE 1 "TITAN GS30") 4.INSULATION FOR REFRIGERATION SUCTION LINE 5.REFRIGERATION SUCTION LINE 6.REFRIGERATION LIQUID LINE 7.MECHANICAL CONNECTION SECURED WITH STAINLESS STEEL CLAMP (COMPONENT OF REFERENCE 1 "TITAN GS30") 8.WALL FASTENERS SELF-TAPPING 3/8" HEX HEAD 1/4" DIAMETER ALL MATERIAL ANCHORS SCREWS WITH ELASTOMERIC WASHERS (COMPONENT OF REFERENCE 1 "TITAN GS30") 9.WALL SURFACE SEAL ELASTOMERIC GASKET (COMPONENT OF REFERENCE 1 "TITAN GS30") 1 2 3 4 5 6 7 8 9 PIPE PENETRATION DETAIL46 CEILING TYPE EXHAUST FAN CONDENSING UNIT MOUNTING DETAIL 6" MIN.STRUCTURE 5" MIN. REAR VIEW UNIT OUTLINE FRONT VIEW (MIN. CLEARANCES) TOP OF 5" MIN. NOTES: 10" 13" SIDE VIEW SECURE FACTORY MOUNTING BRACKET TO WALL W/ #10 WOOD SCREWS W/ MIN. 2" EMBEDMENT @ EA. CORNER KNOCKOUT FOR REFRIGERANT, DRAIN, POWER AND SIGNAL LINES 1. VERIFY AND MAINTAIN MANUFACTURERS RECOMMENDED MINIMUM CLEARANCES. 2. INSULATE BOTH REFRIGERANT LINES. WALL MTD. FAN COIL 4X BLOCK W/ A 35 CLIP EA. SIDE WALL WALL-MOUNTED FAN COIL DETAIL CEILING DIFFUSER MOUNTING ACOUSTICAL FLEX DUCT 5'-0" LENGTH MAX VOLUME DAMPER CEILING SQUARE NECK SQUARE NECK CEILING DIFFUSER METAL STRAP 4" WIDE SHEET ADAPTOR ROUND TO SQUARE 45^ STRUCTURE, SHEET METAL SCREW W/ WOOD SCREW FOR WOOD SECURE TO STRUCTURE ABOVE FOR METAL DECK STRUCTURE, SHEET METAL SCREW W/ WOOD SCREW FOR WOOD SECURE TO STRUCTURE ABOVE FOR METAL DECK ATTACH TO DIFFUSER W/ SHEET 12 GAGE SHEET METAL STRAP SCREW PROVIDE 1/2" SLACK (TYP. 2) AROUND (MIN.) TO ROOF JACK ROOFING BY OTHERS FLASHING, SPOT WELDED SHEET METAL COUNTERBIRD SCREEN SPACE AIR FLOWCEILING SEE PLANS FOR ROUTING AND SIZE CEILING BACK DRAFT DAMPER GRILLE CEILINGEXHAUST DUCT EF - EF - SEE SCHEDULE CONDENSING UNIT ROUTING AND SIZING LINES. SEE PLAN FOR LIQUID AND SUCTION REFER TO ARCHITECTURAL CONDENSER UNIT SHALL BE ANCHORED PER MANUFACTURER SUCTION & LIQUID VALVES INSTALLATION INSTRUCTIONS CHARGING VALVE SOLENOID VALVE CONDENSER UNIT SHALL FURNISH AND INSTALL REFRIGERANT LINES AND NECESSARY VALVES PER EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS NOTE: ROOFROOF 16 GA. SHEET METAL CAP BY G.C. PLANS FOR FLASHING DETAIL 4X BLOCKING RUBBER IN SHEAR ISOLATION PADS, TYP. OF 4 PIPING TO FAN COIL UNIT (SEE PLANS) PLATFORM. REFER TO DETAIL 12 ON STRUCTURAL SHEET SN-2 FOR PLATFORM ANCHORAGE DETAIL. DIFFUSER WITH SIDE INLET PLENUM CEILING SQUARE NECK CEILING DIFFUSER WITH 1" LINER DIFFUSER PLENUM NOTE: 1.PULL BACK JACKET & INSULATION FROM CORE DUCT COLLECT EXCESS INNER DUCT PAST COLLAR BEAD UNTIL FULLY STRETCHED, THEN WRAP AT LEAST TWICE AROUND WITH APPROVED TAPE AND SECURE WITH APPROVED CLAMP. PULL JACKET & INSULATION BACK OVER THE CORE. SECURE JACKET WITH TWO WRAPS OF TAPE OR AN APPROVED CLAMP. TUCK IN EDGE OF JACKET OR TAPE. FIBERS SHALL NOT BE EXPOSED. W/ WOOD SCREW FOR WOOD SECURE TO STRUCTURE ABOVE STRUCTURE, SHEET METAL SCREW FOR METAL DECK FASTENERS, 2 EACH SIDE BEADED DUCT COLLAR ACOUSTICAL FLEX DUCT 5'-0" LENGTH MAX 5 MD-1 DETAILS PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/31/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP BW title new.jpg DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 DR A F T 1 2 3 4 5 6 8 9 1 VENT 2 SLOPE DOWN TOWARD DRAIN. 3 CLEANOUT 4 5 6 7 9 AC-UNIT DRAIN PAN CONNECTION PROVIDE THERMAL INSULATION NOTE: 1.ALL CONDENSATE PIPING SHALL BE PVC WITH APPROPRIATE FITTINGS. 11 8 DIELECTRIC UNION. 10 7 11 10 CEILING INSTALLED INDOOR ON CONDENSATE DRAIN PIPING PRIMARY CONDENSATE DRAIN. SEE PLANS FOR SIZE AND CONTINUATION. 1.5 X FAN STATIC PRESSURE RATING (MINIMUM 4" DEEP TRAP) SECONDARY CONDENSATE DRAIN PIPING. ROUTE THE CONDENSATE OVERFLOW DRAIN OUTDOOR AT A VISIBLE LOCATION. ROOF OPENING. FAB PITCHED CURB 12" TALL (MIN.) PRE- STANDARD LOCK JOINT 22 GA. MIN. SHEETMETAL 3" MINIMUM 20 GA. MIN. SHEET AND AFTER CLOSING JOINT METAL FLASHING APPLY MASTIC BEFORE CANT STRIP AND ROOFING (BY G.C.) DUCT #14 'TEK' SCREW @ 12" O.C. ALL AROUND DUCT ALL AROUND DUCT METAL DECK 1"CLEAR (MIN.) SEE MECHANICAL PLAN FOR SIZE AND LOC. OF HANGER STRAP RECT.DUCT SCREWS STRAP TRANSVERSE SUPPORT STRAP 3/4" DIA BOLT. THRU ROOF STRUCTURE W/ WASHER TYP) SEISMC SWAY BRACING STRAP (TYP.) 3/4" DIA BOLT. THRU STRAP STRAP SIZE 1"X16 GA. FOR DUCT UP TO 18" DIA 1"X12 GA. FOR DUCT UP TO 23" DIA DIA. REGULATOR WITH ARCHITECT PRIOR TO INSTALLATION. COORDINATE EXACT LOCATION OF CEILING MOUNTED CONCEALED1) NOTE: CONCEALED REGULATOR KIT CEILING DIFFUSER RIGID DUCTWORK SOCKET WRENCH AND WIRE (30'-0" ROUND DAMPER RACK & PINION CUP FLEXIBLE CASING MAXIMUM) OPERATOR DIE CAST MOUNTING COVER PLATE FLEXIBLE DUCT MAX. LENGTH 5'-0" FLEXIBLE DUCT AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET. FLEXIBLE DUCTS SHALL NOT BE USED IN LIEU OF RIGID ELBOWS. 2) 1 22 33 REMOTE CABLE CONTROL SYTEM DETAIL (RVD)46 DUCT SUPPORT DETAIL CONDENSATE DRAIN DETAIL DUCT THROUGH ROOF DETAIL5 MD-2 DETAILS PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/31/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP BW title new.jpg DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 DR A F T SHEET INDEX & GENERAL NOTES 1 PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/23/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP BW title new.jpg DRAFTER: 1/15/2022 BID SET E-0.1 SHEET INDEX & GENERAL NOTES GENERAL 1. ALL WORK SHALL COMPLY WITH CALIFORNIA CODE OF REGULATIONS 2022 TITLE 24, 2020 N.E.C., & 2022 C.E.C. AND LOCAL CODES. ELECTRICAL WORK SHALL COMPLY WITH CBC 2022 AND ALL EQUIPMENT AND SYSTEMS SHALL BE U.L. LISTED. 2. DRAWINGS ARE NECESSARILY DIAGRAMMATIC BY THEIR NATURE AND ARE NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL OR EVERY PIPE OR CONDUIT IN ITS EXACT LOCATION. CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONDITIONS AND COORDINATE THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS PHASES OF WORK. ORGANIZE AND LAYOUT WORK SO THAT IT WILL BE CONCEALED IN WALLS, FURRED CHASES, AND CEILINGS, ETC., IN FINISHED PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED TO BE EXPOSED. INSTALL ALL WORK PARALLEL OR PERPENDICULAR TO BUILDING LINES UNLESS OTHERWISE NOTED. 3. INSTALL THE ELECTRICAL SYSTEM USING CONSTRUCTION MEANS, METHODS, AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS / INSTRUCTIONS, TRADE "BEST PRACTICES" STANDARDS, AND APPLICABLE NATIONAL AND LOCAL CODES. 4. PROVIDE ALL LABOR, MATERIALS, TOOLS, PERMITS, FEES, TRANSPORTATION, ETC REQUIRED TO PROVIDE A COMPLETE AND FULLY-FUNCTIONING ELECTRICAL SYSTEM TO THE OWNER'S SATISFACTION. 5. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE NEW AND SUPPLIED WITH ALL THE NECESSARY FITTINGS, ATTACHMENTS, AND ACCESSORIES FOR A COMPLETE INSTALLATION. 6. CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT, ELECTRICAL MATERIALS AND LIGHTING FIXTURES FOR APPROVAL PRIOR TO ORDERING. 7. SWITCHGEAR DIMENSIONS ARE BASED ON THE APPROXIMATE DIMENSIONS OF THE MANUFACTURER SPECIFIED IN THE PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EQUIPMENT WILL FIT IN THE ACTUAL SPACE PRIOR TO ORDERING THE EQUIPMENT. 8. CONTRACTOR SHALL REVIEW THE ELECTRICAL, AND OTHER CONSULTANTS DRAWINGS PRIOR TO STARTING ANY WORK AND INFORM THE ENGINEER OF ANY DISCREPANCIES, OMISSIONS, OR IF CLARIFICATIONS ARE REQUIRED TO COMPLETE THE INSTALLATION PRIOR TO COMMENCING THE WORK. CONTRACTOR, ENGINEER, ARCHITECT AND OWNER SHALL SCHEDULE A POST BID/PRECONSTRUCTION MEETING TO REVIEW AND DISCLOSE ALL DISCREPANCIES, OMISSIONS AND/OR CLARIFICATION RELATED TO THE CONSTRUCTION DOCUMENTS AND/OR SPECIFICATIONS NOTED BY CONTRACTOR AND OR/OWNER AS PART OF THE PRECONSTRUCTION COORDINATION PROCESS. 9. REFER AND REVIEW TO THE; PLUMBING, MECHANICAL/HVAC, LOW VOLTAGE, COMMUNICATION, ACCESS CONTROL, INTERIOR DESIGN, ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO, AND DURING, THE ELECTRICAL INSTALLATION TO ENSURE ALL ELECTRICAL EQUIPMENT AND ASSOCIATED DISTRIBUTION PATHWAY ARE CLEAR OF AND COORDINATED WITH THE OTHER TRADES INSTALLATION REQUIREMENTS. 10. ALL HORIZONTAL AND VERTICAL PIPING, CONDUITS, AND DUCTS IN/THROUGH ELEVATED OR ON GRADE SLABS SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION MANUAL AND MEET THE CLEARANCES SHOWN ON DETAIL ED-1 OR HAVE APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER OF RECORD. AVOID ANY HORIZONTIAL/VERTIAL PIPING, CONDUITS AND DUCTS IN AREAS OF CONGESTED REINFORCEMENT SUCH AS COLUMNS, COLUMN CAPS AND COLUMN STRIPS. 11. PROVIDE ALL REQUIRED CONTROL WIRES, RELAYS, DISCONNECTS, STARTERS, CONDUITS, TIME SWITCHES, AND OUTLETS REQUIRED BY THE OTHER TRADES SYSTEMS AS INDICATED ON THEIR DRAWINGS. ALL ELECTRICAL WORK AND MATERIALS INDICATED IN THE ABOVE CONSULTANT'S (NOTE 8) DRAWINGS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNDER THIS SCOPE OF WORK. 12. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY AND SUPPORTED ACCORDING TO APPLICABLE OSHA REQUIREMENTS. 13. CONTRACTOR TO WARRANTY ALL WORK COMPLETED FOR A PERIOD OF ONE YEAR AFTER THE OWNER'S ACCEPTANCE DATE. ANY LABOR OR MATERIALS REQUIRED TO CORRECT FAULTY OR DEFECTIVE WORK WITHIN THE WARRANTY PERIOD SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. ANY WORKMANSHIP OR EQUIPMENT FOUND TO BE FAULTY OR DEFICIENT DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 14. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, "AS-BUILTS" CONSTRUCTION DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER WITHIN 30 DAYS OF THE COMPLETION OF THE JOB. 15. CONTRACTOR ELECTRICAL "AS-BUILTS DRAWINGS" ARE TO INDICATE THE FINAL EQUIPMENT/DEVICE LOCATIONS, CONDUIT ROUTING, PANEL SCHEDULES, SINGLE LINE DIAGRAMS, ETC. - IN CAD OR EQUIVALENT FORMAT FOR THE OWNER'S RECORD AT THE COMPLETION OF THE JOB. 16. PROVIDE THE OWNER WITH 1 COPY OF ALL OPERATION AND MAINTENANCE MANUALS FOR LIGHTING, LIGHTING CONTROL, AND ELECTRICAL SYSTEMS. 17. LABEL ELECTRICAL SERVICE EQUIPMENT WITH THE MAXIMUM AVAILABLE FAULT CURRENT AT THE INCOMING TERMINALS OF THE EQUIPMENT PER CEC 110.24. 18. PROPERLY LABEL ALL ELECTRICAL ROOMS / CABINETS, ELECTRICAL PANELS, TIME SWITCHES, PANEL SCHEDULES, AND MULTI-GANG METERS WITH LAMINATED PLACARDS. ADDITIONALLY, PROVIDE ALL LABELING AND PLACARDS AT SPECIFIC LOCATIONS INDICATED IN THE CONTRACT DOCUMENTS. 19. CONTRACTOR SHALL VISIT THE SITE, VERIFY THE EXACT CONDITIONS RELATING TO THE WORK AND SHALL OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TO PRESENT A CONCLUSIVE BID. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE, DUE TO FAILURE OF THE CONTRACTOR TO MAKE SUCH A FIELD VERIFICATION. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THE CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE THE FIELD VERIFICATION AND ACCEPTS ALL JOB SITE CONDITIONS. 20. FINAL LOCATIONS OF EQUIPMENT AND/OR DEVICES SHALL BE VERIFIED WITH THE OWNER/ARCHITECT PRIOR TO ROUGH-IN. 21. CONTRACTOR SHALL PROVIDE THE REQUIRED LABOR, MATERIAL, INSURANCE, EQUIPMENT, INSTALLATION PROCEDURES AND PRACTICES/ MEANS AND METHODS, CONSTRUCTION TOOLS AND STORAGE, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. 22. ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L., N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. 23. CONTRACTOR SHALL SECURE ANY PAY FOR ALL NECESSARY BUILDING PERMITS. CONTRACTOR SHALL COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS INCLUDING POWER, SECURITY, STORAGE, SAFETY, ETC. WITH ALL TRADES PRIOR TO COMMENCING CONSTRUCTION. INCLUDE ALL OF THESE COSTS IN THE BID. 24. ALL TRADE LABOR SHALL BE DISCIPLINE TRAINED, COMPETENT AND SKILLED PERSONNEL. PERFORM ALL WORK CONSISTENT WITH THE BEST POSSIBLE TRADE PRACTICES WITH ADHERENCE TO ALL OSHA GUIDELINES. 25. WHERE A CONFLICT OCCURS BETWEEN THIS SPECIFICATION AND OTHER SPECIFICATIONS ISSUED AS A PART OF THE CONTRACT DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 26. ALL ADDENDA AND CHANGE ORDERS MUST BE APPROVED BY THE OWNER IN ADVANCE OF STARTING THE WORK. 27. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO; SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, ALL LIGHTING FIXTURES AND ASSOCIATED CONTROLS. SUBMITTALS SHALL BE MADE TO THE ARCHITECT AS SOON AS IS PRACTICABLE AFTER AWARD OF CONTRACT. POWER 1. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF (MIN. NEMA 3R). 2. ALL EXTERIOR JUNCTION BOXES SHALL BE LISTED AS WEATHERPROOF WITH WEATHERPROOF COVERS. 3. ALL LIGHTING SWITCHES SHALL BE RATED FOR 120-277V, “DECORA” STYLE, AND WHITE UNLESS OTHERWISE NOTED ON THE PLANS OR OWNER'S SPECIFICATIONS. 4. ALL GENERAL USE RECEPTACLES SHALL BE NEMA 5-15R, “DECORA” STYLE, AND WHITE UNLESS OTHERWISE NOTED ON THE PLANS OR OWNER'S SPECIFICATIONS. 5. ALL RECEPTACLES IN DWELLING UNITS, GUEST ROOMS AND GUEST SUITES IN HOTELS AND MOTELS, AND CHILD CARE FACILITIES SHALL BE TAMPER- RESISTANT TYPE (NEC 406.12). 6. PROVIDE COMBINATION A.F.C.I./G.F.C.I. TYPE BREAKERS FOR ALL CIRCUITS FEEDING OUTLETS AND LIGHTS IN DINING ROOM, KITCHEN, LIVING ROOM, ETC. PER SECTION 210.12. 7. ALL OUTDOOR RECEPTACLES SHALL BE GFCI PROTECTED AND LISTED AS “WR” WEATHER RESISTANT TYPE PER CEC 406.9. OUTDOOR RECEPTACLES IN DAMP LOCATIONS SHALL HAVE WEATHERPROOF COVERS. OUTDOOR RECEPTACLES IN WET LOCATIONS SHALL HAVE “IN-USE” TYPE WEATHERPROOF COVERS. 8. NO PLASTIC ELECTRICAL BOXES ARE TO BE USED. IT IS ACCEPTABLE FOR RESIDENTIAL PER ELECTRICAL CODE AND LOCAL JURISDICTION CODE. 9. PER 714.4.2 CBC ELECTRICAL OUTLET BOXES IN WALL OR CEILING SHALL NOT EXCEED 16 SQUARE INCHES PER ONE HUNDRED SQUARE FEET OF WALL. 10. RECESSED ELECTRICAL PANELS IN RATED ASSEMBLIES SHALL BE “FIREBOXED” AND CERTIFIED TO MAINTAIN THE ORIGINAL RATING OF THE WALL ASSEMBLY. 11. HALF SIZED OR TANDEM CIRCUIT BREAKERS MAY BE USED ONLY IF THE ELECTRICAL EQUIPMENT IS SPECIFICALLY LISTED TO RECEIVE SUCH DEVICES. ALL OTHER PANEL LOCATIONS - FULL SIZE CIRCUIT BREAKER MUST BE USED. 12. ALL BRANCH CIRCUIT BREAKERS SHALL BE NQOD (OR APPROVED EQUAL) AND HAVE MIN 75° RATED TERMINATION LUGS. 13. ALL BRANCH CIRCUIT BREAKERS FEEDING DWELLING UNIT LIGHTING AND POWER RECEPTACLES SHALL BE LISTED "COMBINATION TYPE AFCI" AND INSTALLED AT THE ORIGIN OF THE BRANCH CIRCUIT [210.12(A)(1)] 14. ALL PENETRATIONS (ELECTRICAL BOXES, CABLES, CONDUITS AND ETC…) THROUGH RATED ASSEMBLIES SHALL BE SEALED OR FIRE STOPPED TO MAINTAIN THE RATING OF THE ASSEMBLY WITH A LISTED FIRE STOPPING SYSTEM (I.E. 3M FIRE BARRIER OR EQUAL) IN COMPLIANCE WITH CBC SECTION 712. CONTRACTOR TO INSTALL FIRE STOPPING SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 15. REFER TO ACOUSTICAL ANALYSIS / SPECIFICATIONS; PROVIDE PUTTY PADS OR OTHER SYSTEMS AS REQUIRED FOR SOUND ATTENUATION. 16. FOR DEVICES WITH SIMILAR FIRE BARRIER REQUIREMENTS. IF THE DENSITY OF OUTLET OPENINGS EXCEEDS 100 SQ. IN. FOR ANY 100 SQ.FT. OF WALL, THEN PUTTY PADS ARE REQUIRED FOR THE ENTIRE WALL. 17. PROVIDE EXPANSION AND DEFLECTION FITTINGS, WITH BONDING JUMPERS AT ALL BUILDING EXPANSION OR SEISMIC JOINT CROSSING. 18. WIRING SIZE PER CIRCUIT BREAKER TRIP SETTING AND NEC TABLE 310-16. ALL CONDUCTORS ARE MINIMUM #12 THHN/THWN-CU UNLESS OTHERWISE NOTED. MINIMUM 3/4" CONDUIT FOR PVC UNDERGROUND CONDUIT. 19. ALL WIRING TO COMPLY WITH CEC ARTICLE 300. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS AS REQUIRED. 20. INTERIOR WIRING PERMITTED TO BE TYPE NM CABLE IN ACCORDANCE WITH CEC ARTICLE 334 AND LOCAL CODES IN ONE- AND TWO- FAMILY AND MULTIFAMILY DWELLINGS OF TYPE III, IV, AND V CONSTRUCTION. IN OTHER TYPES OF TYPE III, IV, AND V CONSTRUCTION NM CABLE MAY BE ACCEPTABLE, EXCEPT FOR EXPOSED IN ACCESSIBLE DROPPED CEILINGS, EXPOSED CEILINGS OR WHERE PROHIBITED IN CEC 334.12. CONTRACTOR TO VERIFY NM CABLE WIRING METHOD WITH AUTHORITY HAVING JURISDICTION PRIOR TO BIDDING THE JOB. MINIMUM WIRING SIZE PER THE 60 DEGREE "C" COLUMN OF CEC TABLE 310.15(B)(16) (I.E. #12 CU FOR 20A CIRCUIT BREAKERS). 21. IT IS PROHIBITED TO SHARE NEUTRAL CONDUCTORS FOR THREE SINGLE PHASE CIRCUITS PER CEC 200.4. 22. AS REQUIRED, ALL OVERSIZED FEEDERS THAT WERE ADJUSTED IN SIZE TO COMPENSATE FOR VOLTAGE DROP SHALL BE PROVIDED WITH ADAPTER LUGS OR SPLICE BOX. ADAPTER LUGS SHALL BE PROVIDED IF SIZE IS AVAILABLE, OTHERWISE PROVIDE CABLE SPLICES IN THE SPLICE BOX TO REDUCE CABLES TO THE MAXIMUM SIZE THAT THE BREAKER LUGS CAN ACCOMMODATE. 23. CLASS 2 & 3 WIRING: CABLES INSTALLED IN PLENUMS SHALL BE TYPE CL2P OR CL3P (CLASS 2 OR 3 RESPECTIVELY). CABLES INSTALLED AS RISERS (CABLES INSTALLED IN VERTICAL RUNS AND PENETRATING MORE THAN ONE FLOOR, OR CABLES INSTALLED IN VERTICAL RUNS IN A SHAFT) SHALL BE TYPE CL2R OR CL3R (CLASS 2 OR 3 RESPECTIVELY). CABLES INSTALLED IN CABLE TRAYS MAY BE TYPE PLTC, CL3P, CL3R, CL3, CL2P, CL2R, OR CL2. 24. WHERE MORE THAN TWO NM CABLES ARE INSTALLED THROUGH WOOD FRAMING, SUCH AS TOP OR BOTTOM PLATES WHERE THE OPENING IS SEALED WITH INSULATION OR SEALING (FIRE RATED) FOAM, ETC., THE ALLOWABLE AMPACITY OF EACH CONDUCTOR SHALL BE ADJUSTED IN ACCORDANCE WITH TABLE 310.15. REVIEW CEC 334.80. 25. ALL CABLE TRAYS CONTAINING TYPE SE, MC, MI, OR IGS SERVICE ENTRANCE CABLES MUST BE LABELED “CABLE TRAY CONTAINS SERVICE ENTRANCE CONDUCTORS”. 26. ALL ELECTRICAL CONDUCTORS WITHIN 6' OF THE ATTIC MUST BE PROTECTED AS PER CEC 320.23A, 330.23, 334.23 27. ALL ELECTRICAL EQUIPMENT, BREAKERS, HOUSE PANELS, AND TIME SWITCHES DIRECTORIES SHALL BE PROPERLY TYPED LABELED. GROUNDING 1. THE ELECTRICAL SYSTEM SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH NEC ART. 250 AS ADOPTED AND AMENDED BY THE CEC AND THE ADOPTED EDITION OF THE N.E.C. AS IT RELATES TO OTHER APPLICABLE CODES. 2. SEPARATELY DERIVED SYSTEMS SHALL BE GROUNDED PER ART. 250.30 (A) FOR GROUNDED SYSTEMS OR 250.30(B) FOR UNGROUNDED SYSTEMS AND SHALL COMPLY WITH ART. 250.20, 250.21, 250.22, AND 250.26. 3. THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS TO GROUND. 4. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION AND TESTS FOR MEASURING THE RESISTANCE OF EACH PHASE TO GROUND. A PROPERLY CALIBRATED "MEGGER" TYPE INSTRUMENT SHALL BE USED. IN THE EVENT THAT HIGH RESISTANCE TO GROUNDS ARE FOUND, THEY SHALL BE ISOLATED. MAKE PROPER CORRECTIONS TO RESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. THIS SHOULD BE PROVIDED BY AN INDEPENDENT, APPROVED TESTING COMPANY. 5. ONSITE INDEPENDANT TESTING OF EQUIPMENT SHALL BE REQUIRED FOR SWITCHGEAR OVER 1,000 AMPS. 6. PROVIDE BONDED GROUND TO ALL METALLIC PIPE WITHIN THE UNIT, WHEN THERE IS NON METALLIC PIPING FEEDING INTO EACH UNIT MAKING EACH UNIT ISOLATED FROM THE MAIN PIPING SYSTEM WITHIN BUILDING. COMPLY WITH C.E.C 250.104(A)(1); 250.104(A)(2); 250.122. 7. NEUTRAL BAR SHALL BE ISOLATED FROM THE GROUNDING BUSBAR AT ALL PANELBOARDS SERVING INDIVIDUAL UNITS. LIGHTING FIXTURES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL CEILING CONSTRUCTION TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHTING FIXTURES WITH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE RECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES. THE CONTRACTOR SHALL VERIFY THE FIXTURE VOLTAGE WITH THE LIGHTING PLAN AND ORDER FIXTURES WHICH WILL OPERATE AT THE VOLTAGE TO WHICH THEY ARE CONNECTED. 2. ALL HANDICAP UNIT LIGHTING SWITCHES, RECEPTACLES, THERMOSTATS, AND OTHER CONTROLS SHALL BE LOCATED NO HIGHER THAN +48" AND NO LOWER THAN +15". ON THE KITCHEN COUNTER OR BATHROOM LAVATORY MAXIMUM HEIGHT FOR RECEPTACLES SHALL BE +44". SEE MOUNTING DIAGRAM AS PART OF THIS SET. 3. RECESSED LIGHTING FIXTURES WITH DIRECT CONTACT WITH INSULATION SHALL BE TYPE IC (LISTED BY RECOGNIZED TESTING AGENCY). RECESSED NON-TYPE IC FIXTURES SHALL HAVE A MINIMUM OF 3” CLEAR FROM INSULATION AND 1” FROM COMBUSTIBLE MATERIALS (NON-TYPE IC RECESSED FIXTURES ARE NOT PERMITTED IN RESIDENTIAL UNITS). 4. RECESSED LIGHTING IN RATED ASSEMBLIES SHALL BE EITHER “FIREBOXED” TO MAINTAIN THE RATING OF THE ASSEMBLY OR UTILIZE A LISTED FIXTURE WITH ENCLOSURE THAT MAINTAINS THE ORIGINAL RATING OF THE ASSEMBLY. 5. LIGHT FIXTURE RECESSED IN CEILINGS WHICH HAVE A ONE HOUR OR MORE FIRE RATING SHALL BE ENCLOSED IN A BOX WHICH HAS A FIRE RATING (IC) EQUAL TO THAT OF THE CEILING. PROVIDE MINIMUM OF 3" CLEAR FROM ALL SIDES AND TOP OF ENCLOSURE TO CEILING. LIGHTING FIXTURES IN CONTACT WITH INSULATION TO BE U.L LISTED FOR THERMAL BARRIER "CHICAGO PLENM". ALL BALLASTS FOR INDOOR 4 FT. FLUORESCENT IN COMMON AREA SUCH AS RECREATION, MAINTENANCE BLDG., SHALL BE "ENERGY SAVING TYPE" CBM AND U.L. LISTED. 6. CEILING INSULATION SHALL BE INSTALLED TO ALLOW 3" MINIMUM CLEARANCE FROM SIDES AND TOP OF RECESSED LIGHT FIXTURES. 7. RECESSED LIGHTING FIXTURE IN 1 HR. RATED AREAS REQUIRE BOX BOARD SHELL MINIMIZE PENETRATIONS INTO 1 HR. WALL BETWEEN 2 DWELLING UNITS. INSTALL NMC IN CONDUIT AND SEAL WITH PLASTER, OR FIRE CAULK, INSIDE THE ENDS OF CONDUIT (TO PREVENT SPREAD OF SMOKE OR FIRE). 8. IT IS THE INTENT OF THIS PROJECT, TO USE THE HIGHEST EFFICACY LIGHTING PRODUCTS AVAILABLE AND TO USE LED (LIGHT EMITTING DIODE) TYPE LUMINARIES WITH 3000K LIGHT TEMPERATURES AS INDICATED ON THE LUMINARIES SCHEDULE. 9. HIGH EFFICACY LUMINARIES SHALL BE DEFINED AS FOLLOWS: 30 LUMENS PER WATT (FOR LAMPS 5W OR LESS) 40 LUMENS PER WATT (FOR LAMPS 6W-15W) 50 LUMENS PER WATT (FOR LAMPS 16W-40W) 10. MEDIUM AND CANDELABRA BASED SCREW-IN LAMPS DO NOT QUALIFY AS HIGH EFFICACY. GU-24 PIN BASES QUALIFY AS HIGH EFFICACY 11. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT PRIOR TO ROUGH-IN. 12. ALL WALL FIXTURES SHALL BE INSTALLED SUCH THAT THE LOWEST PORTION OF THE FIXTURE PROTRUDING > 4” IS 80” ABOVE THE FINISHED GRADE OR HIGHER. 13. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES. 14. LUMINARIES FOR GENERAL LIGHTING IN KITCHEN SHALL HAVE LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. A LUMINAIRE WHICH IS THE ONLY LIGHTING IN A KITCHEN WILL BE CONSIDERED GENERAL LIGHTING. GENERAL LIGHTING SHALL BE CONTROLLED BY THE MOST ACCESSIBLE SWITCH(ES) IN THE KITCHEN. ADDITIONAL LUMINARIES TO BE USED ONLY FOR SPECIFIC DECORATIVE EFFECTS NEED NOT MEET THIS REQUIREMENT. U.N.O 15. EACH ROOM CONTAINING A WATER CLOSET SHALL HAVE AT LEAST ONE LUMINAIRE WITH LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. IF THERE IS MORE THAN ONE LUMINAIRE IN THE ROOM THE HIGH EFFICACY LUMINARIES SHALL BE SWITCHED AT AN ENTRANCE TO THE ROOM. 16. ALL RECESSED LUMINARIES IN INSULATED CEILINGS SHALL BE TESTED AND LISTED FOR ZERO CLEARANCE INSULATION COVER (IC) AND AIR TIGHT (AT) BY RECOGNIZED TESTING LABORATORIES. ELECTRICAL CONTRACTOR TO VERIFY THIS INFORMATION BEFORE PURCHASING DOWNLIGHT HOUSING. 17. WHERE LOW LEVEL EXIT SIGNS ARE SHOWN ON PLANS, THEY SHALL BE MOUNTED NOT LESS THAN 6" AND NO MORE THAN 8" FROM FINISH FLOOR TO BOTTOM OF SIGN AND 4" FROM DOOR FRAME TO CLOSEST EDGE OF SIGN. PROVIDE LOW LEVEL EXIT SIGNS AS REQUIRED PER CODE. 18. ALL FIXTURES INDICATED WITH "COLOR AS SELECTED BY THE ARCHITECT" SHALL BE PROVIDED WITH CUSTOM COLORS PER THE ARCHITECT. SUBMIT SAMPLE COLOR CHIPS TO THE ARCHITECTS PRIOR TO ORDERING FIXTURES. TRIM RINGS FOR RECESSED DOWNLIGHTS SHALL BE COLOR AS SELECTED BY THE ARCHITECT. VERIFY COLOR SELECTION WITH THE ARCHITECT. 19. FOR OUTDOOR LIGHTING BRANCH CIRCUITS FROM BUILDING, INSTALL A RECESSED 4S, 2 1/8" (MIN) DEEP J-BOX WITH 2-GANG SWITCH RING GASKET WEATHERPROOF BLANK METAL COVER AT +12" TYPICAL. 20. POLE LIGHT AND POLE BASE COVER SHALL BE PRIMED WITH ONE COAT OF IRON OXIDE RUST - INHIBITIVE PRIME BASE COVER SHALL BE TWO PIECE HYDRO FORMED ALUMINUM BAKED POWDER URETHANE FINISHED COAT SELECT BY OWNER AND PAINTED BY MANUFACTURER. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE BASE POLE DIMENSIONS. 21. EXTERIOR LIGHTING SHALL BE "DARK/NIGHT SKY" COMPLIANT AS DEFINED AND ADOPTED BY THE LOCAL AHJ. AT A MINIMUM, THE LIGHT SOURCE SHALL BE SHIELDED AND NOT DIRECTLY VISIBLE AS DETERMINED BY THE AHJ. MECHANICAL SYSTEM 1. VERIFY EXACT LOCATIONS AND ORIENTATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. FIELD VERIFY CONDITIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 2. REFER TO THE MECHANICAL DRAWINGS FOR EXACT EQUIPMENT RATINGS AND ELECTRICAL REQUIREMENTS. COORDINATE WITH THE INSTALLER OF THE HVAC SYSTEMS AND PROVIDE ALL CONDUIT, WIRING, TIME CLOCKS, STARTERS, CONTROL DEVICES, RELAYS, DISCONNECT SWITCHES, FIRE SMOKE DAMPERS, ETC. FOR THE PROPER OPERATION OF THE MECHANICAL SYSTEMS. REFER TO THE MECHANICAL DRAWINGS AND ADDENDUMS FOR ADDITIONAL ELECTRICAL REQUIREMENTS. 3. INSTALL 8#14-CU CABLE FROM FAN COIL (FAU) TO HEAT PUMP (CONDENSING UNIT) AND INSTALL FUSIBLE DISCONNECT SWITCH NEMA -3R IN-LINE OF SIGHT OF EQUIPMENT. INSTALL FUSE(S) AS INDICATED ON NAME PLATE. 4. ALL EQUIPMENT, ENCLOSURES, DEVICES, DISCONNECT SWITCHES, CONNECTIONS, ETC. LOCATED ON THE ROOF SHALL BE WEATHERPROOF - NEMA 3R. 5. DISCONNECT SWITCHES SHALL BE HEAVY DUTY HORSEPOWER RATED. SIZE SWITCH AND FUSED PER THE NAMEPLATE VALUE ON THE MECHANICAL UNIT. FIRE ALARM 1. SUBMIT A VARIANCE TO SEPARATE FIRE ALARM. ADDITIONAL OTHER NOTES 1. ALL EQUIPMENT SHALL BE MOUNTED AND SUPPORTED ACCORDING TO THE OSHA REQUIREMENTS. 2. SWITCHGEAR IS BASED ON DIMENSIONAL INFORMATION PROVIDED BY EATON OR OTHER MANUFACTURER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE SWITCHGEAR INTENDED FOR USE AT THIS FACILITY, FITS THE SPACES PROVIDED. 3. CONTRACTOR TO CONFIRM THE LOW VOLTAGE (<110V) CABLING REQUIREMENTS PRIOR TO BIDDING THE JOB. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL BELDEN CA. NO. 9248 RG6/U TYPE COAXIAL CABLE TRANSMISSION LINE (CONFIRM EXACT CABLE TYPE WITH COMMUNICATIONS VENDOR FOR THE PROJECT) WITH INDIVIDUAL HOMERUNS FROM COMMUNICATIONS MPOE ROOM TO CATV TERMINAL SERVICE BOX AT IDF ROOMS AND TO UNIT HSD BOX. 4. PROVIDE A MINIMUM OF A 4FT X 8FT X 3/4IN FIRE RATED PLYWOOD BACKBOARD IN EACH MPOE AND IDF ROOM, WITH A #6 COPPER (MIN) GROUND BONDED TO BUILDING GROUNDING SYSTEM. PROVIDE A DEDICATED QUAD PLEX RECEPTACLE PROTECTED BY A DEDICATED 20A/1P CIRCUIT IN THE MPOE AND EACH IDF ROOM, FOR THE CATV / PHONE PROVIDERS. FOR EXACT SIZE AND MORE DETAILS, REFER TO LOW VOLTAGE CONSULTANT. 5. CONTRACTOR TO VERIFY MIN. DIMENSIONS REQUIRED FOR EQUIPMENT SIZES & CLEARANCES IN THE ELECTRICAL ROOM WITH ACCOMMODATION FOR LOW VOLTAGE, GAS, ETC. WHEN APPLICABLE PRIOR TO PLACING THE ORDER FOR SUCH EQUIPMENT & REPORT ANY DISCREPANCY TO THE OWNER, ARCHITECT & ENGINEER. AN APPROVED EQUIPMENT SUBMITTAL IS NOT A CONTRACTOR VERIFICATION OF EQUIPMENT CLEARENCES AND DIMENSIONS AT THE ELECTRIC ROOM - AS REQUIRED ABOVE. 6. PENETRATIONS IN PARTY WALLS SHALL BE ACOUSTICALLY SEALED WITH "POLYCEL" AROUND NMC, CABLE, AND OTHER DEVICES SUCH AS RECEPTACLES, J-BOXES, ETC. ELECTRICAL DEVICES INSTALLED IN OPPOSITE FACES OF PARTY OR DIVISION WALL SHALL BE SEPARATED HORIZONTALLY NOT LESS THAN 24 INCHES. (IN DIFFERENT STUD BAYS FOR WOOD WALLS). SHEET INDEX NO. SHEET DESCRIPTION 1 E-0.1 SHEET INDEX & GENERAL NOTES 2 E-0.2 ABBREVIATIONS & SYMBOLS LIST 3 E-0.3 DETAILS 4 E-0.4 SINGLE LINE DIAGRAM & LIGHTING CONTROLS 5 E-0.5 PANEL SCHEDULES 6 E-1.1 SITE PLAN 7 E-2.0 DEMOLITION PLAN 8 E-2.1 BUILDING LIGHTING PLAN 9 E-2.2 BUILDING POWER PLAN 10 E-2.3 BUILDING ROOF PLAN 11 E-3.1 NORMAL PHOTOMETRIC - BUILDING PLAN 12 E-3.2 EGRESS PHOTOMETRIC - BUILDING PLAN 13 E-3.3 LIGHTING SPECIFICATIONS 14 E-3.4 LIGHTING SPECIFICATIONS 15 E-4.0 TITLE 24 LTI INDOOR FORMS 16 E-4.1 TITLE 24 ELECTRICAL POWER DISTRIBUTION FORMS 1 SHEET NAME: DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T 2SYMBOLS LIST 1ABBREVIATIONS PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/23/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP BW title new.jpg DRAFTER: 1/15/2022 BID SET SINGLE LINE DIAGRAM CIRCUIT BREAKER DRAWOUT CIRCUIT BREAKER FUSED SWITCH TRANSFORMER AUTOMATIC TRANSFER SWITCH GENERATOR PANELBOARD METER MOTOR OR EQUIPMENT AS NOTED UNDERGROUND PULL SECTION LANDING LUGS SHUNT TRIP ELECTRONIC TRIP UNIT: L - LONG-TIME TRIP S - SHORT-TIME TRIP I - INSTANTANEOUS TRIP G - GROUND-FAULT TRIP, GROUND FAULT SENSING INTEGRAL WITH CIRCUIT BREAKER. FUSE CUTOUT DRY TYPE TRANSFORMER WYE CONFIGURATION DELTA CONFIGURATION GROUND UTILITY COMPANY METER. PROVIDE CT'S & PT'S AS REQUIRED. REFER TO SINGLE LINE DIAGRAM. CURRENT TRANFORMERS DISCONNECT SWITCH FURNISHED W/ EQUIPMENT START-STOP CONTROL STATION HAND-OFF AUTO CONTROL STATION GROUND FAULT RELAY GROUND FAULT PROTECTION PANEL G M ST LSIG M kW U H A O GF GFP LIGHT (SURFACE MOUNT) LIGHT (RECESS MOUNT) LIGHT (WALL MOUNT) J-BOX ( CEILING MOUNTED) EMERGENCY LIGHT( BUG EYE) PENDANT LED LIGHT UNDER CABINET LINEAR LIGHT FIXTURE 1' X 4' LIGHT 1' X 4' LIGHT WITH 90 MINUTES BATTERY PACK LIGHTING TELEVISION OUTLET PUSH-BUTTON SWITCH DOOR BELL CHIME TELEPHONE OUTLET DATA OUTLET COMBINATION TELEPHONE AND DATA OUTLET BOX WALL SWITCH SINGLE POLE, ab = CONTROL ZONES a & b 3-WAY ab 3ab 4-WAY4ab D DIMMER SWITCH DAY LIGHT SENSOR(CEILING) OCCUPANCY SENSOR(CEILING) TRACK LIGHT OCCUPANCY SENSOR(WALL) J DS OS TV POWER PACKPP OS MECHANICAL CONDENSING UNIT (CU) OR HEAT PUMP (HP) FORCED AIR UNIT (FAU) OR FAN COIL UNIT (FC) FUSED DISCONNECT SWITCH MISC SD SMOKE DETECTOR AND CARBON MONOXIDE COMBO SMOKE DETECTOR SD CO SITE LIGHTING X FAU POLE LIGHT POST LIGHT BOLLARD LIGHT UPLIGHT LIGHT TREE LIGHT KEYED NOTE SYMBOL LIGHT (SURFACE MOUNT) WITH 90 MINUTES BATTERY PACK LIGHT (RECESS MOUNT) WITH 90 MINUTES BATTERY PACK EXIT SIGN (CEILING MOUNTED) P1 PANEL JUNCTION BOX (WALL MOUNTED) EXIT SIGN (WALL MOUNTED) NOTE: VERIFY ALL LIGHT FIXTURES WITH OWNER/ ARCHITECT PRIOR TO BID. LIGHTS AND PANEL SHALL NOT BE RECESSED IN FIRE RATED ASSEMBLIES UNLESS BOXED WITH EQUIVALENT CONSTRUCTION. NOTE: LIGHT SWITCHES AND CONTROLS, WALL MOUNTED AT +48" AFF (MAX) ALL WALL SWITCHES CONTROLLING EMERGENCY CIRCUITS SHALL BE ENGRAVED WITH "EMERGENCY" ON RED FACE PLATE NOTE: ALL A.I.C. RATINGS OF ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE VERIFIED WITH LOCAL UTILITY COMPANY HAVING JURISDICTION PRIOR TO BID. NOTE: ALL A.I.C.RATINGS OF ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE VERIFIED WITH LOCAL UTILITY COMPANY HAVING JURISDICTION PRIOR TO BID. EXHAUST FAN (EF)EF X EF J J ABS ABOVE BACKSPLASH IG ISOLATED GROUND T TRANSFORMER ADA AMERICAN WITH DISABILITY ACT IN OR " INCHES TC TIME CLOCK AFF ABOVE FINISHED FLOOR INCAD INCANDESCENT TELC TELEPHONE CABINET AFG ABOVE FINISHED GROUND TEL TELEPHONE AFCI ARC FAULT CIRCUIT INTERRUPTER JB/JBOX JUNCTION BOX TELCOM TELECOMMUNICATIONS AIC AMPERE INTERRUPTING CAPACITY TELE/DATA TELEPHONE & DATA AF/AT AMP FRAME, AMP TRIP K DEGREE KELVIN TV TELEVISION ANN FIRE ALARM ANNUNCIATOR PANEL KVA KILOVOLT AMPERES TP TAMPER PROOF AS/AF AMP SWITCH, AMP FUSE KW KILOWATT TYP TYPICAL AMP, A AMPERE KCMIL THOUSAND CIRCULAR MILS TSP TWISTED SHIELDED PAIR ARCH ARCHITECTURAL ASYM ASYMMETRICAL LC LIGHTING CONTACTOR UBP UTILITY BRANCH PANEL ATS AUTOMATIC TRANSFER SWITCH LCL LINE CONTINUOUS LOAD UG UNDERGROUND AV AUDIO VISUAL LCP LIGHTING CONTROL PANEL UGPS UNDERGROUND PULL SECTION AWG AMERICAN WIRE GAUGE LF LINEAR FEET UON UNLESS OTHERWISE NOTED LPS LOW PRESSURE SODIUM UPS UNINTERRUPTIBLE POWER SUPPLY BATT BATTERY LT LIGHTING TRANSFORMER UT UTILITY POWER TRANSFORMER BC BARE COPPER LTG/LTS LIGHTING UTP UNSHIELDED TWISTED PAIR BCG BARE COPPER GROUND LSI LONG TIME, SHORT TIME, INSTANTANOUS BKR BREAKER LSIG LONG TIME, SHORT TIME, INSTANTANOUS, GROUND V VOLTS BLDG BUILDING VA VOLTS AMPETERS BOT BOTTOM OF TRAY M METER VD VOLTAGE DROP MAX MAXIMUM VFD VARIABLE FREQUENCY DRIVE C CONDUIT MCA MINIMUM CIRCUIT AMPACITY °C CELSIUS MCB MAIN CIRCUIT BREAKER W WIRE CAB CABINET MCC MOTOR CONTROL CENTER WP WEATHERPROOF CB CIRCUIT BREAKER MFR MANUFACTURER CKT CIRCUIT MH MOUNTING HEIGHT XFMR TRANSFORMER CLCB CURRENT LIMITING CIRCUIT BREAKER MH METAL HALIDE XFR TRANSFER CLF CURRENT LIMITING FUSE MLO MAIN LUGS ONLY CLG CEILING MOCP MAXIMUM OVERCURRENT PROTECTION Y WYE CONNECTION CM/GC CONSTRUCTION MANAGER/GENERAL CONTRACTOR MTD MOUNTED C.O.CONDUIT ONLY, COMPLETE WITH PULL WIRE MS MAIN SWITCHBOARD COMM COMMUNICATIONS MV MERCURY VAPOR CONN CONNECTED MW MICROWAVE CONST CONSTRUCTION CONT CONTINUATION N NEUTRAL CPT CONTROL POWER TRANSFORMER NC NORMALLY CLOSED CT CURRENT TRANSFORMER NEC NATIONAL ELECTRICAL CODE CPT CLEAN POWER TRANFORMER NF NON-FUSED NIC NOT IN CONTRACT Δ DELTA CONNECTED NL NIGHT LIGHT DB DISTRIBUTION BOARD NO NORMALLY OPEN DIA DIAMETER NO. OR #NUMBER DISC SW DISCONNECT SWITCH DIST DISTRIBUTION OFCI OWNER FURNISHED, CONTRACTOR INSTALLED DEG DEGREE DP DISTRIBUTION PANELBOARD P POLE DT DIRTY POWER TRANFORMER PA PUBLIC ADDRESS DWG DRAWING PB PULL BOX DW DISH WASHER PC PHOTOCELL PH OR ɸ PHASE EF EXHAUST FAN PL POLE EG EQUIPMENT GROUND PR PAIR (E)EXISTING PRI PRIMARY EL ELEVATION PRIMARY OVER 600 VOLTS ELEC ELECTRICAL PROVIDE FURNISH, INSTALL, AND CONNECT ELEV ELEVATOR PT POTENTIAL TRANSFORMER EMER EMERGENCY PWR POWER EMS ENERGY MANAGEMENT SYSTEM EMT ELECTRICAL METALLIC TUBING QTY QUANTITY ENT ELECTRICAL NON-METALLIC TUBING E.O.L. END-OF-LINE CIRCUIT TERMINATOR RECPT, REC RECEPTACLE EP EXPLOSION PROOF REF REFRIGERATOR EQPT EQUIPMENT REQD REQUIRED EWC ELECTRIC WATER COOLER RGS RIGID GALVANIZED STEEL EXIST EXISTING RM ROOM RP REC BUILDING PANEL FA FIRE ALARM ROIC RESIDENT OFFICER IN CHARGE OF CONSTRUCTION FACP FIRE ALARM CONTROL PANEL FATC FIRE ALARM TERMINATION CABINET SBG STANDBY GENERATOR FDR FEEDER SDPB STANDBY DISTRIBUTION PANELBOARD FIXT FIXTURE SEC SECURITY FLA FULL LOAD AMPS SECONDARY 600 VOLTS AND LESS FLR FLOOR SECT SECTION FLOUR FLUORESCENT SF/SQFT SQUARE FOOT FT OR ' FEET SN SOLID NEUTRAL FP FIRE PUMP SPEC SPECIFICATION SP SUMP PUMP G/GND GROUND SQ SQUARE GEF GARAGE EXHAUST FAN SSG SECONDARY SWITCHGEAR GFCI GROUND FAULT CIRCUIT INTERRUPTER ST SHUNT TRIP GFP GROUND FAULT PROTECTION SURF SURFACE SW SWITCH H HOT (UNSWITCHED)SYM SYMMETRICAL HID HIGH INTENSITY DISCHARGE SYS SYSTEMS HOA HAND OFF AUTO HP HORSE POWER HPS HIGH PRESSURE SODIUM HTR HEATER HVAC HEATING, VENTILATION, & AIR CONDITIONING H.W.D.L.HEIGHT, WIDTH, DEPTH, LENGTH LIGHT MARK X CU X HP F NON-FUSED DISCONNECT SWITCH T THERMALLY RATED 2P MOTOR SWITCH X FC SMOKE DUCT DETECTOR (SDD)X SDDSDD 1 E-0.2 ABBREVIATIONS & SYMBOLS LIST M MANUAL MOTOR RATED SWITCH OUTLETS DUPLEX RECEPTACLE QUAD RECEPTACLE SPECIAL RECEPTACLE DUPLEX USB GFCI DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE WITH WEATHERPROOF COVER DUPLEX RECEPTACLE, BOTTOM HALF SWITCHED DUPLEX CEILING RECEPTACLE DUPLEX FLOOR RECEPTACLE DUPLEX ABOVE COUNTER CONTROLLER ABOVE COUNTER DUPLEX W/USB (TYP. ABOVE COUNTER) CONTROLLER W/USB (TYP. ABOVE COUNTER) NOTE: ALL WALL MOUNTED RECEPTACLE SHALL BE +18" AFF U.O.N. ALL WALL COUNTER MOUNTED RECEPTACLE SHALL BE GFCI AND 6" ABOVE SPLASH. COORDINATE WITH ARCHITECTURAL DRAWINGS. QUAD FLOOR RECEPTACLE GFCI DUPLEX ABOVE COUNTER WP SHEET NAME: DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T F F E I J G D K H C A B TYPICAL UNISULATED GROUND BAR GROUNDING ENCLOSURE FOR MULTIPLE SERVICES (WHERE APPLICABLE) MAIN TELECOMM. GROUND BUS BAR TGB G G G G G G G MAIN SERVICE SERVICE ENTRANCE EQUIPMENT N Ø GROUND BUS NEUTRAL BUS PHASE BUS FEEDER GROUND CONDUCTOR SIZED PER NEC 250 G G Ø Ø TYPICAL CONTINUOUS GROUND CONDUCTOR WITHOUT SPLICE G Ø M MOTOR STARTER MOTOR SIZED ON OVERCURRENT DEVICE PER NEC 250 PANEL BOARD N G Ø N TYPICAL CONTINUOUS GROUND CONDUCTOR WITHOUT SPLICE TYPICAL BRANCH CIRCUIT, GROUND WHERE REQUIRED, SIZED ON OVERCURRENT DEVICE PER NEC 250. TYPICAL INSULATED NEUTRAL BAR J GROUNDING SYSTEM GENERAL NOTES 1. THE GROUNDING ELECTRODE SYSTEM SHALL CONSIST OF ITEMS A, B, C, D, E, F AND G WHERE APPLICABLE. 2 . ITEMS H, I, J AND K MUST BE BONDED TOGETHER AND TO THE GROUNDING ELECTRODE SYSTEM WHEN THEY ARE PRESENT. 3. PER NEC 250.52(A)(3), A CONCRETE-ENCASED ELECTRODE (UFER) SHALL CONSIST OF AT LEAST 6.0 M (20 FT) OF EITHER (A) OR (B): (A) ONE OR MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 13 MM (1/2 IN.) IN DIAMETER, INSTALLED IN ONE CONTINUOUS 6.0 M (20 FT) LENGTH, OR IF IN MULTIPLE PIECES CONNECTED TOGETHER BY THE USUAL STEEL TIE WIRES, EXOTHERMIC WELDING, WELDING, OR OTHER EFFECTIVE MEANS TO CREATE A 6.0 M (20 FT) OR GREATER LENGTH; OR. (B) BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. 4. THIS DETAIL IS PROVIDE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, ARTICLE 250, PERTAINING TO THE "GROUNDING ELECTRODE SYSTEM". 5. ALL SPLICING SHALL BE ACCOMPLISHED VIA EXOTHERMIC WELD (CAD - WELD) ONLY. 6. ALL CONDUCTOR SIZING INDICATED ON THE GROUNDING SCHEDULE ARE FOR COPPER CONDUCTORS, ALUMINUM IS NOT PERMITTED 7. ANY VARIANCES FROM THIS DIAGRAM AND ASSOCIATED SCHEDULE AND NOTES MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO INSTALLATION. 8. ALL INSTALLATIONS SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF N.E.C. ARTICLE 250 (ALL SUBPARAGRAPHS) AND ALL STATE AND LOCAL REQUIREMENTS. 9. THE GROUNDING SYSTEM SHALL PROVIDE LESS THAN 25 OHMS RESISTANCE TO GROUND AT THE SERVICE CONNECTION. THE RESULTS SHALL BE VERIFIED BY AN INDEPENDENT TESTING AGENCY VIA GROUND TEXT (FALL OF POTENTIAL) AND SUBMITTED TO ELECTRICAL ENGINEER UPON COMPLETION OF PROJECT. 10. PER 2020 NEC CODES, A ROD, PIPE, OR PLATE GROUNDING ELECTRODE WITH A RESISTANCE OF 25 OHMS OR LESS CAN BE USED AS THE ONLY GROUNDING ELECTRODE. IF THE RESISTANCE OF A ROD, PIPE, OR PLATE GROUNDING ELECTRODE IS GREATER THAN 25 OHMS, AT LEAST ONE ADDITIONAL SUPPLEMENTAL GROUNDING ELECTRODE IS REQUIRED. 11. PER 250.50 ALL AVAILABLE GROUNDING ELECTRODES SHALL BE BONDED TOGETHER TO THE GROUNDING ELECTRODE SYSTEM. A B C D E F G H I J K FACTORY INSTALLED GROUND BUS BAR INTEGRATED BUS BAR MAIN BOND JUMPER INTEGRATED BUS BAR CASE BOND JUMPER CONCRETE ENCASED ELECTRODE (UFER)* GROUDING ELECTRODE CONDUCTOR TO ROD, PIPE OR PLATE CU or CU-CLAD STEEL GROUND ROD COPPER GROUND RING CONDUCTOR** METALLIC PIPING BONDING CONDUCTOR BUILDING STEEL BONDING CONDUCTOR MULTIPLE SERVICE BONDING CONDUCTOR TELEPHONE SYSTEM BONDING CONDUCTOR N.E.C 250.102 N.E.C 250.102 N.E.C 250.52(A)(3) 250.66(b) N.E.C Table 250.66 N.E.C 250.52(A)(5) N.E.C 250.52(A)(4) 250.66(c) N.E.C 250.52(A)(1) 250.66 N.E.C 250.52(A)(2) 250.66 N.E.C 250.66 CODER E F E R E N C E AMPACITY 200 AMP AND LESS 225 AMP 400 AMP 600 AMP 800 AMP 1000 AMP 1200 AMP 1600 AMP 2000 AMP 2500 AMP 3000 AMP SH A L L B E S I Z E D T O A C C O M M O D A T E A L L GR O U N D W I R E L U G S A S I N D I C A T E D O N GR O U N D I N G D I A G R A M A N D / O R R E F E R E N C E D EL S E W H E R E O N P L A N S O R S P E C I F I C A T I O N S #4 #4 #4 #4 3/4" x 10' #2 #4 #4 #4 #2 #1/0 #2/0 #3/0 #3/0 250kcMIL 350kcMIL 400kcMIL 500kcMIL 500kcMIL #2 #1/0 #2/0 #3/0 #3/0 250kcMIL 350kcMIL 400kcMIL 500kcMIL 500kcMIL #4 #4 #4 #4 #4 #4 #4 #4 #4 #4 3/4" x 10' 3/4" x 10' 3/4" x 10' 3/4" x 10' 3/4" x 10' 3/4" x 10' 3/4" x 10' 3/4" x 10' 3/4" x 10' 3/4" x 10' #2 #1/0 #2/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #2 #1/0 #2/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #2 #1/0 #2/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #2 #1/0 #2/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #6 #6 #6 #6 #6 #6 #6 #6 #6 #6 #6 GROUNDING SCHEDULE 250.68(C)(1) METAL UNDERGROUND WATER PIPE: INDICATE THE CONNECTION TO THE INTERIOR METAL WATER PIPING SHALL BE MADE WITHIN 5 FT FROM THE POINT OF ENTRANCE TO THE BUILDING. PER 250.52(A)(1) A METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITH THE EARTH FOR 10 FEET OR MORE, ELECTRICALLY CONTINUOUS TO THE POINTS OF CONNECTION OF THE GROUNDING ELECTRODE CONDUCTOR AND THE BONDING CONDUCTOR(S) OR JUMPER(S), IF INSTALLED. #2 #1/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 #3/0 20' MIN. 6' MIN. * PER NEC 250.52(A)(3), THE UFER SHALL CONSIST OF AT LEAST 6.0 M (20 FT) OF BARE COPPER CONDUCTOR NOT SMALLER THAN 4 AWG. ** PER NEC 250.52(A)(4), A GROUND RING SHALL CONSIST OF AT LEAST 6.0 M (20 FT) OF BARE COPPER CONDUCTOR NOT SMALLER THAN 2 AWG. THE CONTRACTOR IS TO SELECT ONE OF THE GROUNDING SYSTEMS INDICATED AS D, E, G, H OR I IN THE DIAGRAM. PER 250.52(A)(2) METAL IN-GROUND SUPPORT STRUCTURE(S): ONE OR MORE METAL IN-GROUND SUPPORT STRUCTURE(S) IN DIRECT CONTACT WITH THE EARTH VERTICALLY FOR 10 FT OR MORE, WITH OR WITHOUT CONCRETE ENCASEMENT. 1 1 3 2 3 NOTE: MILWORK LAYOUT SHOWN IS DIAGRAMATIC, REFER TO ARCHITECTURAL ELEVATIONS FOR ACTUAL EQUIPMENT THAT IS REQUIRED AND THE LOCATIONS PRIOR TO ROUGH-IN. RANGE HOOD MICROWAVE SINK OVEN DISPOSAL DISHWASHER (WHERE APPLICABLE) KEYED NOTES: THE RECEPTACLE FOR RANGE HOODS AND MICROWAVE OVEN/RANGE HOOD COMBINATIONS SHALL BE ACCESSIBLE. DISCONNECT SWITCH FOR SIMPLEX RECEPTACLE SERVING DISPOSALS, LABEL SWITCHES: "DISPOSAL" GFCI/AFCI RECEPTACLE ON EACH COUNTER AND ON EITHER SIDE OF SINK. PROVIDE A MINIMUM OF TWO DEDICATED COUNTERTOP RECEPTACLES, CIRCUIT ALL OTHER COUNTERTOP RECEPTACLES TOGETHER ON A COMMON CIRCUIT. 1 2 3 PROVIDE WARNING LABEL FOR ELECTRICAL EQUIPMENT SUCH AS MAIN SWITCHGEAR, SWITCHBOARD PANELBOARDS, AND TRANSFORMERS Equipment Type 480V Switchgear Grounding Grounded Work Distance 11 inches (300 mm) Availiable 3-Ph Bolted Current 25 kA Flash Protection Boundary 27 inches Incident Energy at 11 inches 4.39 cal/cm2 Risk Category 2 Equipment Name: Switchboard Arc Flash Hazard Appropriate PPE Required WARNING! PANEL NL1A 120/208V 3Ф 4W. FED FROM MDP INFORMATION PLATE EQUIPMENT SERVED LAMACOID PLATE VOLTAGE SOURCE OF POWER PROVIDE I.D PLATE LABEL FOR ELECTRICAL EQUIPMENT SUCH AS MAIN SWITCHGEAR, SWITCHBOARD PANELBOARDS, AND TRANSFORMERS LIGHTING LOAD 12 0 V O R 2 7 7 V LI G H T I N G C I R C U I T 12 0 V R E C E P T A C L E CI R C U I T H L H L WALL SWITCH POWER PACK HOT CNTRL VOLTAGE NEUTRAL CNTRL VOLTAGE CONTROL SIGNAL OCCUPANCY SENSOR OC R1 R2 R 2 1TYPICAL SYSTEM GROUNDING AND BONDING KITCHEN RECEPTACLE LAYOUT PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/23/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP BW title new.jpg DRAFTER: 1/15/2022 BID SET E-0.3 DETAILS 4OCCUPANCY SENSOR WITH RECEPTACLE CONTROL SCHEMATIC SWITCHBOARD, PANELBOARD AND DISCONNECT WARNING LABEL DETAIL 3 SHEET NAME: DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T Voltage Drop and Short Circuit Calculation FEEDER CONDUIT FAULT CURRENT CABLE NAME PANEL NAME UNIT/ CIRCUIT VOLTS PHASE DEMAND AMPS AMPS PARALLEL RUNS PHASE CONDUCTOR EQUIPMENT GROUNDING CONDUCTOR CONDUCTOR MATERIAL CONDUCTOR INSULATION CONDUIT TYPE CONDUIT SIZE FILL% (<40%) DISTANCE (FT) 'L'%VD FAULT CURRENT Isc AIC B B B 208 3 600 600 2 500 2/0 ALUM THHN EMT 3 34.50%100 1.6 24000 15658 22000 B1 B1 B1 208 3 200 200 1 250 4 ALUM THHN EMT 2 1/2 28.51%15 0.25 15658 13483 22000 LIGHTING SENSOR AND CONTROL SWITCH LEGEND/SCHEDULE DEVICE SYMBOL DESCRIPTION OPERATION BASIS OF DESIGN OEM/PART NO. LOW VOLTAGE WALL MOUNTED SWITCHES LOW VOLTAGE ON/OFF SWITCH USE WITH VACANCY AND OCCUPANCY SENSOR(S) FOR MANUAL-ON OPERATION (AUTO-ON IN CORRIDORS AND RESTROOMS). PROVIDES ON/OFF CAPABILITY AT ONE OR MORE SWITCH LOCATIONS. See control configurations below for more information. LEVITON LOW VOLTAGE ON/OFF & RAISE/LOWER SWITCH USE WITH VACANCY AND OCCUPANCY SENSOR(S) FOR MANUAL-ON OPERATION. PROVIDES ON/OFF/RAISE/LOWER CAPABILITY AT ONE OR MORE SWITCH LOCATIONS. See control configurations below for more information. LEVITON LOW VOLTAGE ON/OFF & RAISE/LOWER SWITCH, DUAL TECH OCCUPANCY SENSOR VACANCY SENSOR WITH MANUAL-ON AUTO OFF. USE WITH LOAD CONTROLLER, 0-10V DIMMING (ON/OFF & RAISE/LOWER) See control configurations below for more information.LEVITON WALL MOUNTED SWITCHES/SENSORS DUAL TECHNOLOGY WALL SWITCH OCCUPANCY SENSOR, 1-POLE VACANCY SENSOR WITH MANUAL-ON AUTO OFF. AUTO-ON IN CORRIDORS AND STAIRWELLS. LEVITON WALL SWITCH 0-10V DIMMING OCCUPANCY SENSOR VACANCY SENSOR, 0-10V DIMMING WITH MANUAL-ON AUTO OFF. AUTO-ON PUBLIC REST ROOMS. LEVITON WALL SWITCH 0-10V DIMMING 0-10V DIMMING WITH MANUAL-ON AUTO OFF. LEVITON CEILING MOUNTED SENSORS LOW VOLTAGE DUAL TECH CEILING MOUNTED OCCUPANCY SENSOR VACANCY SENSOR (EXCEPT OCCUPANCY IN CORRIDORS AND RESTROOMS) Quantity of adjacent lower case letters indicates quantity of relays/ dimming circuits required. See Sensor Configurations for more information. Exact control function is determined by the ballast/ fixture type. LEVITON LOW VOLTAGE CEILING MOUNT, AUTOMATIC DIMMING CONTROL PHOTOCELL DAYLIGHT SENSOR. PROVIDES ON/OFF AND AUTOMATIC DIMMING CONTROL FOR DAYLIGHT HARVESTING. Number in parenthesis indicates the average workplane "Target Illumination" symbol value. Adjacent lower case letter(s) indicates switch leg(s) controlled. Adjacent "*, ** and +" indicates portion of switchleg controlled by sensor where" * " indicates Primary Sidelit Daylit Zone, " ** " Secondary Sidelit Daylit Zone, and " + " indicates Skylit Daylit Zone. LEVITON NOTES: PROVIDE POWER PACK AS REQUIRED LOW VOLTAGE SWITCH CONFIGURATIONS: Adjacent lower case letters indicates quantity of switch legs to be controlled. Exact control function is determined by the ballast/fixture type. Upper case subscript "K" indicates Locking switch for the subsequent lower case letter. Upper case subscript "V" indicates Vandal Resistant switch. Upper case subscript "DM" indicates Dual Mode control switch. SENSOR CONFIGURATIONS: "y" indicates that switch leg "y" to be configured in a "Auto ON 100% / Auto OFF" and be controlled (continuously dimmed) by the associated ceiling sensor remote switch on the wall. "y,(y)" indicates that switch leg "y" to be configured in a "Auto on 50% / Manual ON 100% / Auto OFF" and be controlled (continuously dimmed) by the associated distributed lighting controls. "(y)" indicates that switch leg "y" is to be configured in a "Manual ON / Auto OFF" (vacancy sensor) and be controlled by the associated distributed lighting controls. L $ LD LD $D $D OS DS y,(y) (40) y,(y) LD Ky LD Vy LD DM y (y) y,(y) OS OS OS PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/23/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP BW title new.jpg DRAFTER: 1/15/2022 BID SET E-0.4 SINGLE LINE DIAGRAM & LIGHTING CONTROLS INDICATES, NEW FEEDER (WIRES + CONDUIT) TO BE INSTALLED WIRE LEGEND INDICATES, EXISTING FEEDER TO REMAIN PROJECT IN PLACE INDICATES, EXISTING FEEDER TO BE REMOVED/DEMOLISHED MODIFIED SINGLE LINE DIAGRAM 1 THE AVAILABLE FAULT CURRENT AT THE POINT OF CONNECTION OF THE EXISTING 2500A, 208/120V, 3-PHASE, 4W SERVICE IS 24KA AS VERIFIED WITH CITY ASUZA, ABDUL QADEER, P(626)812-5065; C(626)513-3016. NOTE : THE EXISTING SHELL WAS DESIGNED AT 65KA. NEW KOHLER GENERATOR, 180KW, 208/120V, 3-PHASE, 4W, NEMA 3R, DIESEL FUEL, WITH 24HR. MINIMUM FUEL CAPACITY. CONTRACTOR TO COORDINATE AND FIELD VERIFY EXACT LOCATION BEFORE ROUGH-IN. CONTRACTOR TO FIELD VERIFY EXACT CONDUIT ROUTING FROM GENERATOR TO ATS/PANEL AND REQUIREMENTS PRIOR TO ROUGH-IN. EMERGENCY POWER SHALL KICK-IN WITHIN OR NOT TO EXCEED 60 SECONDS IN THE EVENT NORMAL POWER IS LOST. AUTOMATIC TRANSFER SWITCHES SHALL BE LISTED FOR EMERGENCY SYSTEM USED. PROVIDE (1) 3/4"C FOR GENSET BLOCK HEATER (B-31), (1) 3/4"C FOR BATTERY CHARGER (B-33), (1) 3/4"C FOR ANNUNCIATOR/SHUT-OFF CONTROL(B-35) AND (1) 3/4"C.O. WITH PULL ROPE FOR ESTOP SW. (SEE E-1.1). VERIFY EXACT REQUIREMENTS WITH GENERATOR SUPPLIER/MANUFACTURER PRIOR TO ROUGH-IN. 1"C-4#6 + 1#10G. THHN/THWN, CU. A SIGN SHALL BE PLACED AT THE SERVICE-ENTRANCE EQUIPMENT THAT INDICATES THE TYPE AND LOCATION OF ON-SITE OPTIONAL STANDBY POWER SOURCE (CEC 702.7). A GENERATOR WITH GREATER THAN 15KW RATING SHALL BE PROVIDED WITH AN ADDITIONAL REQUIREMENTS TO SHUT DOWN THE PRIME MOVER. THE ADDITIONAL SHUTDOWN MEANS SHALL BE LOCATED OUTSIDE THE EQUIPMENT ROOM OR GENERATOR ENCLOSURE AND SHALL SHALL ALSO MEET THE REQUIREMENTS OF CEC 445.18(B)(1) AND (B)(2). OUTDOOR HOUSED GENERATOR IS EQUIPPED WITH READILY ACCESSIBLE DISCONNECTING MEANS LOCATED WITHIN SIGHT OF THE BUILDING OR STRUCTURE SUPPLIED (702.12). KEYED NOTES 1 2 3 4 5 6 (E) 400A 3P2500A 3P GND UG P S NEUT 2500AMP 120/208V 3Ø4W 65KAIC NEMA 3R "B" (E) PANEL "HP" (EXIST) PANEL MCB 208Y/120V 3ɸ-4W MLO (E) MSB - MAIN SWITCHBOARD M M M M M M 1 2 3 4 5 6 7 (E) 150A 3P (E) 2500A UGPS 1 L ~ 2 0 ' , V D = 0 . 3 5 % Isc = 16.57KAIC 2LIGHTING SENSOR AND CONTROL SWITCH LEGEND/SCHEDULES (E) (E) (E) 600A 3P (E) 400A 3P (E) 400A 3P (E) 400A 3P (E) 400A 3P (E)(E)(E)(E)(E) SPARE SPARE SPARE SPARE SPARE (N) PANEL "B1" 7 65K AIC 65K AIC 65K AIC 65K AIC 65K AIC 65K AIC Isc = 24K AIC (E) MLO 65K AIC 65K AIC (E) GROUNDING SYSTEM REMAINS AND PROTECT IN PLACE (E) 2500A BUS B B1 1. THE MAXIMUM AVAILABLE FAULT CURRENT IS BASED ON WORST CASE FAULT CURRENT PUBLISHED BY THE UTILITY COMPANY. CONTRACTOR TO OBTAIN FAULT CURRENT LETTER FROM UTILITY COMPANY FOR EACH SERVICE BEFORE ORDERING SWITCHBOARD. IF AVAILABLE FAULT CURRENT IS HIGHER THAN SHOWN IN THE DRAWINGS, CONTACT ELECTRICAL ENGINEER IMMEDIATELY. 2. LETTER FOR SHORT CIRCUIT CURRENT VALUE FROM UTILITY COMPANY SHALL BE AVAILABLE AT THE JOB SITE FOR INSPECTION. 3. ELECTRICAL EQUIPMENT SHALL BE LISTED BY THE CITY, WHERE THE PROJECT IS LOCATED, RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. 4. ALL NEW CIRCUIT BREAKERS, FUSIBLE SWITCHES, AND ELECTRICAL EQUIPMENT SHALL BE FULLY RATED AND SHALL HAVE A SHORT-CIRCUIT (AIC) RATING EXCEEDING THE AVAILABLE SHORT-CIRCUIT CURRENT AT THE EQUIPMENT. SERIES-RATED IS ACCEPTABLE, PROVIDED THAT THE SERIES RATING CHART IS RECEIVED, REVIEWED, AND VERIFIED FOR ACCURACY AND COMPLIANCE. IF SERIES RATED COMPONENTS ARE USED THEY MUST BE INSTALLED AND MAINTAINED PER THE MANUFACTURER SERIES RATING CHART AND LABELED ACCORDINGLY PER CEC SECTION 110.22 AND 240.83(C). ELECTRICAL CONTRACTOR SHOULD ENSURE SPECIFIC MARKING ON EACH PIECE OF EQUIPMENT CONTAINING AN OVER CURRENT DEVICE USED IN THE SERIES COMBINATION. THIS MARKING SHOULD BE READILY VISIBLE AND STATE THE FOLLOWING: “CAUTION-SERIES COMBINATION SYSTEM RATED ______ AMPERES. IDENTIFIED REPLACEMENT COMPONENT REQUIRED.” 5. ALL SWITCHBOARDS AND DISTRIBUTION BOARDS SHALL HAVE: 5.1. TIN-PLATED ALUMINUM BUSSING WITH RECTANGULAR CROSS SECTION. HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL LENGTH AND SHALL HAVE PROVISIONS FOR FUTURE EXTENSIONS. ALL BUSSING SHALL HAVE MINIMUM WITHSTAND RATING EQUAL TO THE AVAILABLE FAULT CURRENT INDICATED. ALL VERTICAL AND HORIZONTAL BUSSING SHALL BE RATED AT FULL CAPACITY IN ALL SWITCHBOARD AND DISTRIBUTION BOARD SECTIONS. PROVIDE 100% NEUTRAL BUSSING MINIMUM UNLESS OTHERWISE NOTED. PROVIDE FULL LENGTH GROUND BUS AND, WHERE INDICATED ON PLANS, ISOLATED GROUND BUSSING. PROVIDE REAR WIRE WAY IN ALL SWITCHBOARD SECTIONS. 5.2. LUGS SUITABLE FOR USE WITH COPPER OR ALUMINUM CONDUCTORS LISTED FOR USE WITH 75 DEGREE CELSIUS AMPACITY CONDUCTORS. 5.3. PERMANENT PLACARD(S) MARKED PER THE SPECIFICATIONS AND PER NEC (OR CEC-WHERE ADOPTED) SECTIONS 225.37, 230.2(E), 690.56, 692.56, 700.7, 701.7, 702.7, AND 705.10 DENOTING THE PRESENCE OF ADDITIONAL SERVICES, PHOTOVOLTAIC SYSTEMS, FUEL CELLS, EMERGENCY OR STAND-BY POWER SOURCES AS APPLICABLE. 5.4. SINGLE LINE DIAGRAM SHOWN IS A "FULLY RATED SYSTEM" UNLESS NOTED. OTHERWISE. 5.5. THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED FEEDER CONDUCTORS AND BRANCH CONDUCTORS TO THE FARTHEST CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5 PERCENT. 5.6. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE "UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION". GENERAL NOTES SHEET NAME: DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T PANEL "B" MOUNTING SURFACE DOUBLE LUG NO VOLTS 120/208 MAIN MLO NEMA RATING NEMA_1 200% NEUTRAL NO PHASE 3 BUS 600 FEED THRU NO I/G BUS NO WIRE 4 A.I.C.22000 C I R C LOCATION A B C L T G C O N V K I T R E C P M I S C B K R N O T E S N O T E S B K R M I S C R E C P K I T C O N V L T G A B C LOCATION C I R C 1 (E) RTU AC-72 3264 50/3 35/3 2477 (E) RTU AC-48 2 3 --3264 ----2477 --4 5 --3264 ----2477 --6 7 SPARE 0 20/1 20/1 0 SPARE 8 9 SPARE 0 20/1 20/1 0 SPARE 10 11 SPARE 0 20/1 20/1 0 SPARE 12 13 SPARE 0 20/1 20/1 0 SPARE 14 15 SPARE 0 20/1 20/1 0 SPARE 16 17 SPARE 0 20/1 20/1 0 SPARE 18 19 SPARE 0 20/1 20/1 720 GENERAL LTG 20 21 SPARE 0 20/1 20/1 360 I.T. RECEPT.22 23 SPARE 0 20/1 20/2 1248 FC VIA HP-18 24 25 FACP 360 ●20/1 --1248 --26 27 CATV 360 ●20/1 20/2 1248 FC VIA HP-18 28 29 SPARE 0 20/1 --1248 --30 31 SPARE 0 20/1 20/1 0 SPARE 32 33 SPARE 0 20/1 20/1 0 SPARE 34 35 SPARE 0 20/1 20/1 0 SPARE 36 37 SUB PANEL "B1"13605 200/3 20/1 0 SPARE 38 39 --10639 --20/1 0 SPARE 40 41 --9240 --20/1 0 SPARE 42 A = 21674 B = 18348 C = 17477 W/LCL A =21674 W/LCL B =18348 W/LCL C = 17477 TOTAL VA =57499 W/ LCL = 57499 W/ LCL AMPS = 160 TOTAL LCL = 0 x 0.25 = 0 HIGH PHASE VA =21674 W/ LCL =21674 HIGH PH AMPS =181 HIGH PHASE LCL =0 x 0.25 = 0 PANEL "B1" MOUNTING SURFACE DOUBLE LUG NO VOLTS 120/208 MAIN MLO NEMA RATING NEMA_1 200% NEUTRAL NO PHASE 3 BUS 200 FEED THRU NO I/G BUS NO WIRE 4 A.I.C.22000 C I R C LOCATION A B C L T G C O N V K I T R E C P M I S C B K R N O T E S N O T E S B K R M I S C R E C P K I T C O N V L T G A B C LOCATION C I R C 1 CORRIDOR LTG.718 ●20/1 20/1 ●527 OFFICE LTS 2 3 SPARE 0 20/1 20/1 ●367 RESTRMS. LTS.4 5 SPARE 0 20/1 20/1 0 SPARE 6 7 KIT RM. PLUGMOLD #1 1080 20/1 20/1 1080 KIT RM. PLUGMOLD #1 8 9 KIT RM. PLUGMOLD #2 1080 20/1 20/1 1080 KIT RM. PLUGMOLD #2 10 11 KIT RM. PLUGMOLD #3 1080 20/1 20/1 1080 KIT RM. PLUGMOLD #3 12 13 KIT RM. PLUGMOLD #4 1080 20/1 20/1 1080 KIT RM. PLUGMOLD #4 14 15 KIT RM. PLUGMOLD #5 1080 20/1 20/1 1080 KIT RM. PLUGMOLD #5 16 17 KIT RM. PLUGMOLD #6 1080 20/1 20/1 1080 KIT RM. PLUGMOLD #6 18 19 OFFICE REC. #1 1080 ●20/1 20/1 1180 COPIER 20 21 OFFICE REC. #2 1080 ●20/1 20/1 ●720 FEMALE LOCKER #1 22 23 OFFICE REC. #3 1080 ●20/1 20/1 ●720 MALE LOCKER REC. #1 24 25 OFFICE REC. #4 1080 ●20/1 20/1 ●720 COOP. REC. #1 26 27 OFFICE REC. #5 720 ●20/1 20/1 ●720 BATH ROM REC. 28 29 EXT. CARD READER 600 ●20/1 20/1 ●720 CORRIDOR REC. #1 30 31 EXTERIOR PATIO REC. #1 540 20/1 20/1 ●720 CORRIDOR REC. #2 32 33 EXTERIOR PATIO REC. #2 360 20/1 20/1 ●1080 BRIEFING ROOM REC. 34 35 EXTERIOR GATE #1 1200 20/1 20/1 ●600 CONF. M. CURTAIN 36 37 EXTERIOR GATE #2 1200 20/1 20/1 ●720 I.T. RECEPT.38 39 EXTERIOR GATE #3 1200 20/1 20/1 1000 HAIR DRYER 1 40 41 T.W.H 180 20/1 20/1 1000 HAIR DRYER 2 42 43 LOCKER 1 1000 20/1 20/1 800 KITHCHEN REFRIG.44 45 LOCKER 2 1000 20/1 20/1 1000 KITHCHEN MICRO. 46 47 OFFICE REC. #6 540 20/1 20/1 0 SPARE 48 A =14605 B =13387 C =10960 W/LCL A = 14917 W/LCL B = 13479 W/LCL C = 10960 TOTAL VA =38952 W/ LCL =39355 W/ LCL AMPS =110 TOTAL LCL =1612 x 0.25 = 403 HIGH PHASE VA =14605 W/ LCL = 14917 HIGH PH AMPS = 124 HIGH PHASE LCL = 1245 x 0.25 = 312 EXISTING PANEL "HP" MOUNTING SURFACE DOUBLE LUG NO VOLTS 120/208 MAIN MLO NEMA RATING NEMA_1 200% NEUTRAL NO PHASE 3 BUS 150 FEED THRU NO I/G BUS NO WIRE 4 A.I.C.22000 C I R C LOCATION A B C L T G C O N V K I T R E C P M I S C B K R N O T E S N O T E S B K R M I S C R E C P K I T C O N V L T G A B C LOCATION C I R C 1 EXT. LTS.500 20/1 E E 20/1 1000 EMERGENCY SIGNS 2 3 CLOSET LTS. RISER 600 20/1 E E 20/1 180 TIMECLOCK 4 5 E. CLOSET LTS.360 20/1 E 0 SPACE 6 7 E. QUAD/LTS.400 20/1 E E 20/1 600 FACP 8 9 FUTURE EV #1 4160 40/2 0 SPACE 10 11 --4160 --0 SPACE 12 13 FUTURE EV #2 4160 40/2 0 SPACE 14 15 --4160 --0 SPACE 16 17 FUTURE EV #3 4160 40/2 0 SPACE 18 19 --4160 --0 SPACE 20 21 SPACE 0 0 SPACE 22 23 SPACE 0 0 SPACE 24 25 SPACE 0 0 SPACE 26 27 SPACE 0 0 SPACE 28 29 SPACE 0 0 SPACE 30 31 SPACE 0 0 SPACE 32 33 SPACE 0 0 SPACE 34 35 SPACE 0 0 SPACE 36 37 SPACE 0 0 SPACE 38 39 SPACE 0 0 SPACE 40 41 SPACE 0 0 SPACE 42 A = 10820 B = 9100 C = 8680 W/LCL A =10820 W/LCL B =9100 W/LCL C =8680 TOTAL VA =28600 W/ LCL = 28600 W/ LCL AMPS = 80 TOTAL LCL = 0 x 0.25 = 0 HIGH PHASE VA =10820 W/ LCL =10820 HIGH PH AMPS =90 HIGH PHASE LCL =0 x 0.25 = 0 (E) DENOTES EXISTING EXISTING NEW PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/29/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP BW title new.jpg DRAFTER: E-0.5 PANEL SCHEDULES PANEL SCHEDULES 1 PANEL INDEX B B1 HP PANEL NOTES "A" AFCI PROTECTION TYPE CIRCUIT BREAKER "G" GFCI PROTECTION TYPE CIRCUIT BREAKER "B" BACKFEED TYPE CIRCUIT BREAKE "DF" DUAL-FUNCTION AFCI/GFCI PROTECTION TYPE CIRCUIT BREAKER "P" SPACE PROVISION ONLY. NO BREAKER REQUIRED. "PV" SOLAR READY BY OTHERS "ST" SHUNT TRIP SHEET NAME: DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T S S S S S S S S S S S S S SSSSSSSSSSSSSSS TRASH ENCLOSURE J WP B1-35,37 J WP J WP FOR CONNECTION TO MOTORIZED GATE, VERIFY EXACT REQUIREMENTS PRIOR TO ROUGH-IN B1-39 2#10+1#10 G-3/4"C. 39 37 35 3#10+1#10 G-3/4"C. 1 0 16'32'8' 1/16" = 1'-0" 48' EXISTING SITE PLAN PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/23/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: 1/15/2022 BID SET E-1.1 SITE PLAN NORTH SHEET NAME: DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T T T T T 1 400A 400A 400A 400A 400A 600A MAIN UGPS HOUSE HP-3 HP-6 HP-3 A 19 EXTERIOR LIGHTING AND CONTROL WILL REMAIN AS IS TYP. U.N.O.ELECTRICAL IN THIS RM. WILL REMAIN. ELECTRICAL IN THIS RM. WILL REMAIN. ALL ELECTRICAL DEVICES AND WIRINGS SHOWN INSIDE THIS BUILDING WILL BE DISCONNECTED AND REMOVED (U.N.O.). COORDINATE ELECTRICAL DISCONNECTION AND DEMOLITION WITH THE ARCHITECT AND OTHER TRADES BEFORE ROUGH-IN. EXISTING EXISTING EXISTING 11 HP-1 11 11 1 1 1 1 1 1 1 G 20 TYP EXISTING ELECTRICAL SWITCHBOARD/DISTRIBUTION BOARD WILL REMAIN, U.N.O, SEE SINGLE LINE DIAGRAM, E-0.4 A. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSAL SO AS TO BECOME FAMILIAR WITH EXISTING WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE. THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE BY DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL EXISTING CONDITIONS, PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. B. ALL DEVICES AND EQUIPMENT NOT SHOWN AND IN AREAS OUTSIDE OF REMODELING SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED. INSTALL AS REQUIRED TO MAINTAIN CONTINUITY TO EXISTING DEVICES AND EQUIPMENT THAT ARE TO REMAIN. C. ALL EQUIPMENT AND MATERIAL REMOVED AND NOT REUSED SHALL BE TURNED OVER TO THE OWNER OR AT THE OWNERS REQUEST LEGALLY DISPOSED OF BY THE CONTRACTOR. D. ALL EXISTING EQUIPMENT IS NOT SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE THE REMOVAL OF ALL EQUIPMENT, CONDUIT, WIRE, ETC. THAT IS NOT BEING REUSED BACK TO ITS SOURCE. TYPICAL MECHANICAL, PLUMBING & ELECTRICAL DEMOLITION NOTES 1 0 8'16'4' 1/8" = 1'-0" 24' EXISTING PLAN PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/30/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 E-2.0 DEMOLITION PLAN NORTH DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T S S S S S S S S S S S S S T T T T CO R R I D O R OPEN OFFICE AREA C1 TYP. 2 1 1 OS 1a LD b LD (E) H TYP. OS LD $ LD $ $ LD OS OS OS OS $ $ $ LD OS OS $ 1a MALE LOCKERS FEMALE LOCKERS COOP OFFICE KIT OFFICE OFFICE STORAGE BRIEFING ROOM IDF C2 TYP. J2 TYP. BX TYP. J1 TYP. D TYP. A TYP. F TYP. E TYP. X TYP. LD LD 1a 1b b1a1a 1c1c 1c 1d 1d 1d 1d 1d 1d 11 2a 2a 2a 2a 2b c 2b 2b 2b 2b 2b 2c 2c 2c d 2d e 2e f 2f g 2g 2f 2h h B1-1 B1-4 B1-2 4a 4a 4a 4a 4a 4b 4b 4b 4b 4b 4b 4b 4b 4b 4b a b c 4c a c d a f E TYP. 4b 4a 2a EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EMEM EM F1 TYP. b1b 4b 4a 4a 4b 4b 4b 4b 4b OFFICE 1mm EM LIGHTING CONTROL SEQUENCE OFFICES: 1. CONTROLLED BY OCCUPANCY SENSORS WITH MANUAL OVERRIDE SWITCH WITH DIMMER. 2. LIGHTS AT FULL BRIGHTNESS WITH ACTIVITY IN OCCUPANCY SENSOR AREA OR OVERRIDE SWITCH ENGAGED. 3. LIGHTS OFF WITH NO ACTIVITY. LOUNGE/OPEN OFFICE AREA: 1. CONTROLLED BY OCCUPANCY SENSORS. 2. LIGHTS AT FULL BRIGHTNESS WITH ACTIVITY IN OCCUPANCY SENSOR AREA. 3. LIGHTS AT 30% BRIGHTNESS WITH NO ACTIVITY DURING HOURS OF OPERATION. 4. LIGHTS OFF AFTER HOURS. LAUNDRY/WORK AREAS: 1. CONTROLLED BY TIME CLOCK AND OCCUPANCY SENSORS. 2. LIGHTS AT FULL BRIGHTNESS DURING HOURS OF OPERATIONS WITH ACTIVITY IN MOTION SENSOR AREA, TIME TO BE DETERMINED BY COR. 3. LIGHTS AT 30% BRIGHTNESS DURING HOURS OF OPERATION WITH NO ACTIVITY IN MOTION SENSOR AREA, TIME TO BE DETERMINED BY COR. 4. LIGHTS WITH DAYLIGHT SENSORS SHALL BE DIMMABLE WITH RESPECT TO NATURAL LIGHT PROPER OPERATION DETERMINED BY COR. 5. LIGHTS AT FULL BRIGHTNESS AFTER HOURS WITH ACTIVITY IN OCCUPANCY SENSOR AREA. 6. LIGHTS OFF AFTER HOURS WITH NO ACTIVITY IN OCCUPANCY SENSOR AREA. RESTROOMS AND STORAGE AREAS: 1. CONTROLLED BY OCCUPANCY SENSORS. 2. LIGHTS OFF WITH NO ACTIVITY AFTER AN ALLOTTED TIME DETERMINED BY COR. 3. LIGHTS AT FULL BRIGHTNESS WITH ACTIVITY IN OCCUPANCY SENSOR AREA. EXTERIOR: 1. CONTROLLED BY PHOTO CELL ON ROOF. 2. LIGHTS OFF DURING DAYLIGHT. 3. UGHTS AT FULL BRIGHTNESS DURING LOW LIGHT. EXTERIOR UNDER NEW ADDITION: 1. CONTROLLED BY INDIVIDUAL DAYLIGHT SENSOR ON LIGHT FIXTURE AND MANUAL "ON" OVER RIDE SWITCHES. 2. LIGHTS OFF DURING DAYLIGHT. 3. LIGHTS AT FULL BRIGHTNESS DURING LOW LIGHT OR MANUAL SWITCH ENGAGED. TRANSFORMER, FIRE ALARM, AND TELEPHONE ROOMS: 1. CONTROLLED BY MANUAL SWITCH. GENERAL NOTES 1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL MOUNTED DEVICE SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. 2. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTING HARDWARE. 3. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL CODES. 4. ALL COVE MOUNTED FIXTURES SHALL EXTEND THE FULL LENGTH OF THE COVE. 5. ALL DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. 6. REFER TO ARCHITECTURAL PLANS FOR EXIT SIGN AND NUMBER OF FACTS PER EXIT SIGN. 7. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: - ALL BRANCH CIRCUITS SHALL BE IN EMT. - ALL BRANCH CIRCUITS SHALL BE ROUTED NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. THE TERM "TRAINED" MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS AND SWEEPS. 8. CONTRACTOR TO INCLUDE AN ALLOWANCE TO CORE AND SEAL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS. COORDINATE LOCATIONS AND REQUIREMENTS WITH ARCHITECTURAL AND STRUCTURAL DRAWING. 9. COORDINATE ALL PENETRATIONS WITH STRUCTURAL PLANS AND DETAILS. NO PENETRATIONS ARE PERMITTED UNLESS SPECIFICALLY NOTED ON STRUCTURAL DRAWINGS. 10. EMERGENCY/EGRESS FIXTURES SHALL BE CONNECTED TO LOCAL CIRCUIT SERVING RESPECTIVE AREA AND AHEAD OF ALL CONTROLS. LIGHTING LUMINAIRE SCHEDULE MARK VOLT DESCRIPTION MANUFACTURERMOUNT MODEL NUMBER LAMPS NOTESINPUT WATTSLEGEND 120 LED 30.8 120 PENDANT RECESSEDA WHSPR-2X4-4000LM-TUWH-PROR FOCAL POINT LEDC1 D 120 13.8 WILLIAMS 6DR-TL-L15- 835-DIM-UNV-LW-OF-WH LEDLED RECESSED ROUND DOWNLIGHT.RECESSED 1) NOTES: VERIFY WITH OWNER OR ARCHITECT BEFORE PURCHASING THE LIGHTING FIXTURES. 120 SURFACE 3TAPE 1RC OR 2RCX PRESTIGE ECONOMISER SERIES. SLIM PROFILE SURFACE MOUNT LED EDGE-LIT EXIT SIGN WITH 90 MINUTES BATTERY PACK. EMERGI-LITE. G TBD LED 20TBD120WALL EXISTING 8' WALL MOUNTED EXTERIOR LIGHT FIXTURE H SELECT BY OWNER LED 30SELECT BY OWNERRECESSED120 EXISTING 1'x4' LED LIGHT SUBSCRIPT "NL" DENOTES NIGHT LIGHT FIXTURE WITH 90 MIN BATTERY PACK. 1) LED 2' x 4' ARCHITECTURAL LED TROFFER STRAIGHT FLOATING CENTER. 120 PENDANT 72.2J148'' CYLINDER LEC PENDANT MTD. 10'' FROM A.F.F LED 120 SURFACE 20SELECT BY OWNER BX REMOTE EMERGENCY LIGHT PACK, WITH MIN. OF 90 MIN. BATTERY BACK-UP SELECT BY OWNER LED 120 PENDANT LEDC2FOCAL POINT FOCAL POINT ASM1S-RL-12"-100LF-930K -1C-UNV-LD1-J48-DTG-XX -4FT 4' LED PENDANT DOWNLIGHT. 6' LED PENDANT DOWNLIGHT. E 120 PENDANTJ2 60'' CYLINDER LEC PENDANT MTD. 10'' FROM A.F.F LEDFOCAL POINT 120 LED 24 PENDANT 21.5LEDLED PENDANT DOWNLIGHT.F MARK ARCHITECT LINEAR LED LINEAR LIGHT.SL1L 4FT 200LMF 30K WW 8.38W/4FT DLIA-48S-CRV1-XX-XX- FSDL-33-CX-5000L-30K-1C -UNV 114.4 6 9 DLIA-60S-CRV1-XX-XX- FSDL-44-CX-9000L-30K-1C -UNV ASM1S-RL-12"-100LF-930K -1C-UNV-LD1-J48-DTG-XX -6FT 10(EM) EM EM EM EM EM 6DR-TL-L15- 835-DIM-UNV- EM/10W 10(EM) MARK ARCHITECT S1LD 6FT RHYR 400LMF DRP05 F1 120 LEDCOVELED COVE LIGHT.STRPER-LED35-LO 18.5PRUDENTIAL LTG. MARK ARCHITECT WHSPR-2X4-4000LM-TUWH-PROR-E10WLCP 1 0 8'16'4' 1/8" = 1'-0" 24' LIGHTING PLAN PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/30/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 E-2.1 BUILDING LIGHTING PLAN NORTH 2 DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T S S S S S S S S S S S S S T T T T J (E) J WP B1-29 J B2-36 36 364 WP WP WP B1-31 31 31 31 WP B1-33 333/4"C-2#10 + 1#10G.,CU. ENTIRE CKT. HP (E) FACP SITS ON TOP OF (E) TELBKBD, PROVIDE NEW 5 (E) 34 ~L = 165', %VD = 1.68 3/4"C, 2#8CU + 1#10GND ~L = 80', %VD = 0.81 3/4"C, 2#10CU + 1#12GND WP 33 400A 400A 400A 400A 400A 600A MAIN UGPS HOUSE EXISTING ELECTRICAL SWITCHBOARD/DISTRIBUTION BOARD WILL REMAIN, U.N.O, SEE SINGLE LINE DIAGRAM, E-0.4 J WP B1-29 J J a CORRIDOR OPEN OFFICE AREA MALE LOCKERS FEMALE LOCKERS COOP OFFICE KIT OFFICE OFFICE STORAGE BRIEFING ROOM IDF J J J J 1 TYP. B1-7,9,11 B1-8,10,12 B1-14,16,18B1-13,15,17 J J FOR COPIER J REF. MIC. b B1-20 19 19 19 B1-19 2121 21 23 J 23 23 B1-21 B1-23 B1-25 25 25 25 27 27 27 B1-27 29 29 29 B1-29 22 22 B1-22 24 24 24 B1-24 26 26 26 B1-26 2828 B1-28 B1-44 B1-46 30 3030 30 B1-30 32 32 32 B1-32 34 34 34 34 34 B1-34 38 38B1-38 18 FC 18 FC 2 POWER VIA HP-18 2 POWER VIA HP-18 1 TWH B1-41 EF M EF M R2 EF R2 EF 4 4 B1-4 B1 TV TV TV 2 E-2.2 J J FOR LOCKER FOR LOCKER FOR HAIR DRYER FOR HAIR DRYER B1-43 B1-45 B1-40 B1-42 J EF EF M B 1 B1-1 1 CP 1 TWH 30 47 B1-47 47 47 OFFICE GENERAL NOTES 1. COORDINATE LOCATION AND MOUNTING HEIGHT OF DEVICES WITH ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. 2. COORDINATE ALL EQUIPMENT REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH IN. 3. ALL CONDUIT SHALL BE CONCEALED. IN EXPOSED CEILING AREAS, EXPOSED AND SURFACE MOUNTED CONDUIT SHALL BE EMT AND SHALL BE ROUTED ORTHOGONAL TO THE STRUCTURE AND SHALL BE INSTALLED IN NEAT AND WORKMAN LIKE MANNER. 4. ALL DEVICES INCLUDING OUTLETS AND SWITCHES SHALL BE WHITE FINISH WITH WHITE COVER PLATES. COORDINATE ALL FINISHES WITH ARCHITECT. 5. INSTALL ALL DEVICES PER ADA REQUIREMENTS. 6. ALL BRANCH CIRCUITS OVER 50' SHALL USE #10 CONDUCTORS. 7. ALL DEVICE PENETRATIONS AT COMMON WALLS SHALL BE STAGGERED AND SEPARATED BY A VERTICAL STUD. ALL OPENINGS SHALL BE WRAPPED WITH SOUND INSULATION AND SEALED TIGHT WITH ACOUSTICAL SEALANT. 8. LABEL ALL OUTLETS WITH PANEL NAME AND CIRCUIT NUMBER USING CLEAR LABEL WITH BLACK PRINTED LETTERS. 9. OUTLETS IN LOUNGE AREA SHALL BE TAMPER RESISTANT. KEY NOTES PROVIDE LEGRAND PLUGMOLD 2000 SERIES, #W20GB609, SINGLE CIRCUIT. WALL MOUNT 6" ABOVE THE COUNTER SHELF, (1) CIRCUIT (1 HOT, NEUTRAL & 1 GND. @12# CU. EACH), 6 FT. LONG PER SHELF. (3) TOTAL NUMBER OF SHELF (2'-6"H, 4'-0"H AND 5'-6"H SHELF). 1 CIRCUIT FOR HALF (SPLITWIRED) OF DUPLEX OR QUADFLEX CONTROLLED RECEPTACLES ARE SWITCH/CONTROLLED VIA ROOM/AREA LIGHTING CONTROL PER TITLE-24 REQUIREMENT. 2 FOR CONNECTION TO BATHROOM SINK/TOILET SENSOR. E.C. TO VERIFY BEFORE ROUGH-IN. 3 FOR CONNECTION TO CONFERENCE ROOM MOTORIZED WINDOW SHADE. E.C. TO VERIFY EXACT CONTROL AND OTHER REQUIREMENTS BEFORE ROUGH-IN.4 FIRE ALARM CONTROL PANEL (FACP). E.C. TO VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN. 5 CABLE TV BACKBOARD (CATV). E.C. TO VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN. 6 I.T. ROOM ELECTRICAL EQUIPMENT LAY-OUT IS FOR INFORMATION ONLY. E.C. TO VERIFY EXACT ELECTRICAL DEVICES/EQUIPMENT LAY-OUT AND REQUIREMENTS WITH WITH MTA OR MTA I.T. CONSULTANT PRIOR TO ROUGH-IN. 7 1 0 8'16'4' 1/8" = 1'-0" 24' POWER PLAN PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/30/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 E-2.2 BUILDING POWER PLAN NORTH 2EXPRESS KIT SPEC GUIDE 2 DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T EXISTING RTU B-1,3,5 4 7 B-20 1 20 20 B-24,26 1 ~L = 170', %VD = 1.3% 3/4"C, 2#8CU + 1#10GND 72 AC 18 HP 18 HP B-28,30 1 WP WP 48 AC B-2,4,6 3 6 ROOF PLAN KEYED NOTES 3/4"C-2#10+1#10G. THHN/THWN,CU. TYPICAL ENTIRE BRANCH CIRCUIT.1 2 3 4 5 3/4"C-3#10+1#10G. THHN/THWN,CU. 3/4"C-3#10+1#10G. THHN/THWN,CU. 1"C-3#6+1#10G. THHN/THWN,CU. HEAVY DUTY DISCONNECT SWITCH, 30AS, 30AF, 3P, WP 6 HEAVY DUTY DISCONNECT SWITCH, 60AS, 35AF, 3P, WP 7 HEAVY DUTY DISCONNECT SWITCH, 60AS, 50AF, 3P, WP ROOF PLAN GENERAL NOTES 1. ALL ELECTRICAL EQUIPMENT/DEVICES IN THE ROOF SHALL BE WEATHERPROOF. 2. PROVIDE 120V., GFCI WEATHERPROOF RECEPTACLE WITHIN THE EQUIPMENT 25' RADIUS AS REQUIRED. 3. REFER TO MECHANICAL PLAN/S FOR EXACT ROOF EQUIPMENT LOCATIONS PRIOR TO ROUGH-IN. 4. PROVIDE WEATHERPROOF J-BOX AND 3/4" SEALTIGHT CONDUIT FOR EQUIPMENT MECHANICAL CONTROL CONNECTIONS. VERIFY CONTROL EXACT LOCATIONS AND REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 5. DUE TO POTENTIAL DAMAGE FROM RE-ROOFING, A/C OR MECHANICAL DISCONNECTS ARE TO BE MOUNTED STRUCTURALLY AND INDEPENDENT OF THE UNIT. 6. HOMERUNS, DISCONNECT SWITCH/ES AND EQUIPMENT LOCATIONS SHOWN ON THE DRAWING ARE CONCEPTUAL ONLY. COORDINATE EXACT EQUIPMENT/S AND ELECTRICAL CONDUIT CONNECTION REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 1 0 8'16'4' 1/8" = 1'-0" 24' ROOF PLAN PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: DESCRIPTIONDATENO. REVISIONS © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/30/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: PLAN CHECK01/30/251 PLAN CHECK RESPONSE #1 DESIGN1/30/252 UPDATES #1 E-2.3 BUILDING ROOF PLAN NORTH DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T RESULTS GENERATED BY THIS TOOL ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY, WITHOUT ANY WARRANTY AS TO ACCURACY, COMPLETENESS, RELIABILITY OR OTHERWISE, THE CALCULATED RESULTS MAY BE DEPENDENT ON USER PROVIDED DATA OR DATA PROVIDED FROM PUBLICLY AVAILABLE SOURCES AND DO NOT TAKE INTO ACCOUNT ALL FACTORS AND CIRCUMSTANCES. PHOTOMETRIC VALUES HAVE BEEN CALCULATED USING METHODS RECOMMENDED BY THE ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) AND/OR STANDARD INDUSTRY PRACTICE. PHOTOMETRIC CALCULATIONS PERFORMED USING THIS TOOL ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE MANUFACTURER, AND THE ACCURACY OF THE CALCULATED PHOTOMETRIC PERFORMANCE IS DEPENDENT ON THE ACCURACY OF THE DATA PROVIDED, END-USER ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER. PHOTOMETRIC PLAN DISCLAIMER T S S S S S S S S S S S S S T T T A MH: 9 A MH: 9 A MH: 9 C1 MH: 9 C1 MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 F MH: 9 F MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 F1 MH: 9 F1 MH: 9 A MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 C2 MH: 9 C2 MH: 9 C2 MH: 9 C2 MH: 9 C2 MH: 9 C2 MH: 9 J2 MH: 9 J2 MH: 9 J2 MH: 9 D MH: 9 D MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 J1 MH: 9 C1 MH: 9 C1 MH: 9 E MH: 9 E MH: 9 C1 MH: 9 J1 MH: 9 C1 MH: 9 J1 MH: 9 E MH: 9E MH: 9 E MH: 9 E MH: 9 E MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 F1 MH: 9 F1 MH: 9 F1 MH: 9 F1 MH: 9 F1 MH: 9 D MH: 9 A MH: 9 10.7 13.5 16.3 18.5 19.9 20.7 21.0 20.6 19.8 18.3 16.2 13.4 10.7 14.2 18.3 22.7 25.9 27.6 28.8 29.2 28.6 27.4 25.8 22.6 18.2 14.1 18.0 24.0 30.6 35.2 37.2 38.7 39.5 38.6 37.0 35.0 30.5 23.9 17.9 21.8 30.2 39.7 45.9 48.1 50.1 51.3 49.9 47.9 45.7 39.5 30.1 21.7 23.9 33.8 45.2 52.4 54.8 57.1 58.7 56.9 54.6 52.2 45.1 33.8 23.8 22.9 32.1 42.6 49.3 51.8 54.0 55.5 53.9 51.6 49.2 42.5 32.0 22.9 19.3 26.2 33.8 39.0 41.3 43.1 44.1 43.1 41.3 39.0 33.8 26.1 19.3 14.8 19.0 23.7 27.1 29.0 30.3 30.9 30.3 29.1 27.2 23.7 19.1 14.8 11.1 13.9 16.8 19.1 20.6 21.5 21.8 21.5 20.6 19.1 16.8 13.9 11.0 8.2 9.0 8.2 12.1 13.6 12.2 16.6 19.1 16.7 18.5 21.5 18.8 16.2 18.6 16.4 11.9 13.5 12.0 11.5 14.8 16.6 16.7 16.6 17.0 16.9 15.2 12.4 9.3 14.7 18.6 20.8 20.0 20.0 20.6 20.6 18.6 15.2 11.6 17.7 22.0 23.8 21.1 20.9 21.4 21.7 19.9 16.7 13.0 20.7 25.1 25.3 18.3 20.2 21.7 22.0 20.7 18.0 14.1 21.9 25.2 22.7 26.4 22.6 26.1 21.3 24.5 18.6 21.4 14.4 16.6 12.2 14.6 16.4 14.5 12.0 15.2 18.1 20.2 17.8 14.3 15.9 18.7 20.2 17.5 14.7 13.6 15.5 15.9 15.8 13.5 17.7 17.8 17.4 15.7 13.1 22.9 23.1 22.8 18.7 15.5 25.4 26.3 25.1 19.9 16.1 26.9 28.3 25.1 19.1 12.3 24.4 25.0 22.1 21.1 22.0 19.4 7.2 9.4 9.4 7.0 7.3 9.5 9.5 7.1 5.0 7.9 7.3 4.9 6.9 9.5 8.7 6.7 6.3 9.1 8.1 6.0 3.7 6.2 5.3 3.3 14.9 19.1 22.0 19.7 15.2 16.8 21.1 24.2 22.2 17.3 17.0 21.0 22.1 19.6 16.0 16.5 19.6 16.8 18.9 24.1 28.8 28.8 25.9 20.2 25.9 31.1 31.7 28.9 21.1 27.1 32.3 32.5 29.1 21.0 27.1 31.8 31.4 26.6 21.4 27.7 31.5 30.2 25.8 19.4 26.5 28.4 25.6 21.4 17.0 21.2 13.6 13.1 13.4 13.6 12.3 12.3 11.3 10.0 14.7 16.9 17.8 15.9 16.4 16.7 14.5 15.7 13.7 11.7 12.3 14.2 15.8 14.5 15.0 15.4 13.5 14.3 12.6 11.0 15.5 17.7 15.4 19.5 22.3 19.3 19.7 22.7 19.5 16.1 18.4 15.9 15.4 17.6 15.4 19.3 22.2 19.2 19.6 22.6 19.5 16.0 18.3 16.0 17.8 22.0 20.5 19.5 24.5 22.8 17.4 21.6 20.2 9.4 12.0 9.4 12.3 16.6 19.4 17.9 13.4 13.6 18.8 21.8 19.8 14.8 11.8 16.0 18.3 16.7 12.7 11.2 12.3 11.6 11.0 13.0 15.1 17.1 18.5 18.9 18.2 16.9 15.1 12.9 10.2 7.6 11.7 13.6 14.0 13.8 17.2 19.8 22.7 25.1 25.5 24.3 22.2 19.3 14.9 11.1 8.5 9.3 9.5 10.1 16.6 22.7 26.7 31.5 35.8 36.4 34.1 30.2 23.2 11.9 17.7 26.0 30.0 35.9 41.9 42.5 38.4 32.3 24.7 13.6 19.8 26.9 30.2 35.9 42.2 42.6 37.9 31.4 24.0 16.5 23.1 29.1 31.2 35.9 41.8 42.0 37.2 30.5 23.6 21.1 26.7 27.2 26.5 26.1 25.7 25.0 24.1 26.1 29.9 31.9 36.3 42.1 42.4 37.4 30.6 23.7 20.8 27.3 28.8 28.5 28.2 28.1 26.8 25.5 25.8 29.3 32.6 36.7 42.2 42.5 37.4 30.5 23.4 16.9 17.7 27.5 33.9 39.9 40.6 36.0 29.5 22.8 25.7 31.2 37.3 38.4 34.3 28.1 21.6 23.1 28.5 34.3 35.7 32.0 26.1 20.0 19.0 23.9 28.7 30.0 27.0 22.3 17.2 14.5 18.2 21.6 22.5 20.5 17.2 13.4 8.7 9.8 8.7 8.7 9.8 8.7 10.0 10.8 10.0 10.1 10.9 10.0 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts 5 A Single WHSPR 2X4 30K 80CRI 4000LM SWC 2x4 Feet LED Troffer Light 0.850 4209 30.8 6 C1 Single ASM1S-AS-100DN-35K-1C-UNV-LD1-JXX-4FT 4 Feet Pendant Down Light 0.850 518 6 6 C2 Single ASM1S-AS-100DN-35K-1C-UNV-LD1-JXX-6FT 6 Feet Pendant Down Light 0.850 518 9 20 D Single 6DR-TL-L15-835-DIM-UNV-LW-OF-WH 6 Inch LED Recessed Downlight 0.850 1178 13.8 33 E Single SL1L 4FT 200LMF 30K WW LED Cove Linear Light 0.850 850 8.38 2 F Single S1LD 6FT RHYR 400LMF DRP05 @35K LED Pendant Light 0.850 2605 21.4529 7 F1 Single STRPER-LED35-LO LED Cove Light 0.850 2186 18.5 3 J1 Single DLIA-48S-CRV1-12-XXX-FSDL-33-CX-5000L-35K-1C-WH 48 Inch Cylinder LED Pendant Light 0.850 5088 72.2 3 J2 Single DLIA-60S-CRV1-12-XXX-FSDL-44-CX-9000L-35K-1C-WH 60 Inch Cylinder LED Pendant Light 0.850 9094 114.4 Calculation Summary Label CalcType Avg Max Min Avg/Min Max/Min Briefing Room_Workplane Illuminance 30.77 58.7 10.7 2.88 5.49 Coop Room_Workplane Illuminance 14.62 21.5 8.2 1.78 2.62 Corridor Area_Workplane Illuminance 19.11 26.4 9.3 2.05 2.84 Female Lockers Rm_Workplane Illuminance 18.69 28.3 12.0 1.56 2.36 IDF Rm_Workplane Illuminance 8.30 9.5 7.0 1.19 1.36 Kitchen Rm_Workplane Illuminance 6.56 9.5 3.3 1.99 2.88 Male Lockers Rm_Workplane Illuminance 20.18 32.5 10.0 2.02 3.25 Office Rm #1_Workplane Illuminance 18.50 22.7 15.4 1.20 1.47 Office Rm #2_Workplane Illuminance 18.43 22.6 15.4 1.20 1.47 Office Rm #3_Workplane Illuminance 20.70 24.5 17.4 1.19 1.41 Office Rm_Workplane Illuminance 15.26 21.8 9.4 1.62 2.32 Open Office Area_Workplane Illuminance 25.67 42.6 7.6 3.38 5.61 Storage #2_Workplane Illuminance 9.07 9.8 8.7 1.04 1.13 Storage Rm_Workplane Illuminance 10.30 10.9 10.0 1.03 1.09 PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/29/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: NORTH 1 0 8'16'4' 1/8" = 1'-0" 24' NORMAL PHOTOMETRIC - BUILDING PLAN E-3.1 NORMAL PHOTOMETRIC BUILDING PLAN 2 SHEET NAME: DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125 DR A F T RESULTS GENERATED BY THIS TOOL ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY, WITHOUT ANY WARRANTY AS TO ACCURACY, COMPLETENESS, RELIABILITY OR OTHERWISE, THE CALCULATED RESULTS MAY BE DEPENDENT ON USER PROVIDED DATA OR DATA PROVIDED FROM PUBLICLY AVAILABLE SOURCES AND DO NOT TAKE INTO ACCOUNT ALL FACTORS AND CIRCUMSTANCES. PHOTOMETRIC VALUES HAVE BEEN CALCULATED USING METHODS RECOMMENDED BY THE ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) AND/OR STANDARD INDUSTRY PRACTICE. PHOTOMETRIC CALCULATIONS PERFORMED USING THIS TOOL ARE BASED ON PHOTOMETRIC DATA PROVIDED BY THE MANUFACTURER, AND THE ACCURACY OF THE CALCULATED PHOTOMETRIC PERFORMANCE IS DEPENDENT ON THE ACCURACY OF THE DATA PROVIDED, END-USER ENVIRONMENT AND APPLICATION (INCLUDING, BUT NOT LIMITED TO, VOLTAGE VARIATION AND DIRT ACCUMULATION) CAN CAUSE ACTUAL PHOTOMETRIC PERFORMANCE TO DIFFER FROM THE PERFORMANCE CALCULATED USING THE DATA PROVIDED BY THE MANUFACTURER. PHOTOMETRIC PLAN DISCLAIMER NOTES: THE EMERGENCY LIGHTING SYSTEM HAS BEEN DESIGNED TO PROVIDE AN INITIAL FLOOR ILLUMINANCE LEVEL OF 1 FC AVERAGE, 0.1 FC MINIMUM AND NO MORE THAN A 40:1 MAX/MIN RATIO ALONG THE EMERGENCY EGRESS PATHS. WHERE APPLICABLE, ADJUST AIMING OF EMERGENCY LIGHTS AS REQUIRED TO PROVIDE PROPER ILLUMINATION AT FLOOR AVOIDING OBSTACLES AND SHADOWS AFTER STORE SET-UP IS COMPLETE. T S S S S S S S S S S S S S T T T A MH: 9 A MH: 9 A MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 A MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 D MH: 9 C2 MH: 9 C2 MH: 9 D MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9 E MH: 9E MH: 9 E MH: 9 E MH: 9 A MH: 9 0.2 0.2 0.2 0.2 0.3 0.5 0.8 1.2 1.8 2.2 2.1 1.7 1.2 0.2 0.2 0.2 0.3 0.4 0.5 0.9 1.6 2.6 3.4 3.3 2.4 1.5 0.3 0.3 0.3 0.4 0.4 0.6 0.8 1.3 2.0 2.6 2.5 1.9 1.2 0.4 0.5 0.5 0.5 0.6 0.6 0.7 0.9 1.2 1.5 1.4 1.1 0.8 0.7 0.9 1.0 1.0 0.9 0.8 0.7 0.7 0.8 0.8 0.8 0.7 0.5 1.3 1.8 2.2 2.3 1.8 1.2 0.8 0.6 0.6 0.5 0.5 0.4 0.3 1.6 2.5 3.3 3.3 2.5 1.5 0.9 0.6 0.4 0.4 0.3 0.3 0.2 1.3 1.9 2.4 2.4 1.8 1.2 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.8 1.2 1.4 1.4 1.1 0.8 0.5 0.4 0.3 0.2 0.2 0.2 8.2 9.0 8.2 12.1 13.6 12.2 16.5 19.0 16.7 18.5 21.5 18.7 16.2 18.6 16.4 11.9 13.4 12.0 4.9 5.9 6.4 6.3 6.4 6.6 6.6 6.4 5.8 4.8 7.2 8.6 9.1 8.2 8.4 8.7 8.8 8.6 7.8 6.5 10.9 13.0 13.3 10.2 10.2 10.4 10.8 10.6 9.8 8.1 15.5 18.5 17.3 9.7 11.6 13.1 13.7 13.5 12.4 10.1 18.4 21.4 20.6 23.9 21.2 24.6 20.3 23.6 17.8 20.6 13.8 15.9 1.7 2.8 6.2 8.1 7.6 2.0 3.7 7.7 9.5 9.1 1.6 3.4 7.1 9.0 8.6 1.4 2.0 5.1 7.0 6.3 2.1 3.1 6.3 8.2 7.4 2.8 4.4 8.7 10.1 9.4 3.6 5.9 9.5 10.4 9.5 6.2 8.9 10.6 9.7 6.4 8.3 10.2 10.2 7.9 9.8 9.5 7.1 9.5 9.5 7.1 7.2 9.6 9.6 7.3 4.7 7.3 7.3 4.9 6.5 8.7 8.7 6.7 5.9 8.1 8.1 6.0 3.3 5.3 5.4 3.4 7.9 8.9 7.7 4.0 1.9 8.0 9.0 7.8 4.3 2.0 5.9 7.1 5.9 2.9 1.7 2.7 3.2 2.8 2.0 2.1 2.0 0.9 0.7 2.2 2.4 2.1 1.3 1.0 4.0 5.1 4.0 2.3 1.4 7.1 8.0 7.0 3.7 1.8 7.7 8.8 7.7 4.4 2.0 6.2 7.3 6.3 3.2 1.8 2.9 3.8 1.1 1.7 3.5 6.8 7.7 6.0 2.7 1.5 1.6 1.9 2.1 1.9 4.9 8.1 9.0 7.5 3.6 1.7 1.1 1.3 1.7 1.8 4.2 7.6 8.4 6.8 3.1 1.6 15.5 17.7 15.4 19.4 22.3 19.2 19.7 22.6 19.4 16.0 18.3 15.8 15.4 17.5 15.3 19.3 22.2 19.2 19.6 22.5 19.5 16.0 18.3 15.9 17.3 21.6 20.5 18.9 24.0 22.7 16.9 21.0 19.9 9.8 12.3 12.9 17.0 19.3 17.2 12.5 14.3 19.3 21.7 19.1 14.0 12.4 16.4 18.3 16.2 12.0 10.2 10.7 9.2 7.8 8.7 9.5 10.0 10.2 10.1 9.9 9.7 9.5 9.1 8.2 6.5 11.0 11.8 11.3 10.1 12.0 12.6 13.1 13.1 12.8 12.4 12.1 11.8 11.2 10.0 7.9 8.9 9.1 6.9 12.3 16.6 17.4 17.8 17.7 16.9 16.2 14.9 11.5 8.4 13.1 18.4 18.4 17.4 16.4 14.9 13.3 11.7 8.9 10.0 14.7 19.2 16.4 13.9 11.8 9.7 8.2 7.0 5.5 13.9 17.9 20.2 15.9 11.9 9.3 7.0 5.5 4.3 3.6 20.0 25.4 25.8 25.3 25.0 24.5 23.6 21.6 20.7 20.1 14.9 10.5 7.7 5.4 4.0 3.2 2.7 19.8 26.1 27.3 27.0 26.9 26.8 25.2 23.1 21.5 19.6 13.6 9.2 6.3 4.3 3.1 2.5 2.1 16.5 15.6 6.3 5.8 4.2 3.1 2.3 1.9 1.6 3.6 3.1 2.7 2.1 1.7 1.4 1.3 2.1 1.9 1.7 1.5 1.3 1.1 1.0 1.3 1.3 1.2 1.1 1.0 0.9 0.8 1.0 1.1 1.0 0.9 0.9 0.8 0.7 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts 5 A Single WHSPR 2X4 30K 80CRI 4000LM SWC 2x4 Feet LED Troffer Light 0.850 4209 10 2 C2 Single ASM1S-AS-100DN-35K-1C-UNV-LD1-JXX-6FT 6 Feet Pendant Down Light 0.850 518 9 9 D Single 6DR-TL-L15-835-DIM-UNV-LW-OF-WH- EM/10W 6 Inch LED Recessed Downlight 0.850 1178 10 32 E Single SL1L 4FT 200LMF 30K WW LED Cove Linear Light 0.850 850 8.38 Calculation Summary Label CalcType Avg Max Min Avg/Min Max/Min Briefing Room_Workplane Illuminance 1.03 3.4 0.2 5.15 17.00 Coop Room_Workplane Illuminance 14.59 21.5 8.2 1.78 2.62 Corridor Area_Workplane Illuminance 12.05 24.6 4.8 2.51 5.13 Female Lockers Rm_Workplane Illuminance 6.72 10.6 1.4 4.80 7.57 IDF Rm_Workplane Illuminance 8.36 9.6 7.1 1.18 1.35 Kitchen Rm_Workplane Illuminance 6.27 8.7 3.3 1.90 2.64 Male Lockers Rm_Workplane Illuminance 4.20 9.0 0.7 6.00 12.86 Office Rm #1_Workplane Illuminance 18.44 22.6 15.4 1.20 1.47 Office Rm #2_Workplane Illuminance 18.39 22.5 15.3 1.20 1.47 Office Rm #3_Workplane Illuminance 20.31 24.0 16.9 1.20 1.42 Office Rm_Workplane Illuminance 15.57 21.7 9.8 1.59 2.21 Open Office Area_Workplane Illuminance 10.55 27.3 0.7 15.07 39.00 PROJECT: ARCHITECT: DEVELOPER: LOCATION: ENGINEER: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED RESTRICTIVE NOTICE 66701 T.I. FOR LA METRO SSO Studio T Square 2 890 The Promenade Azusa CA 91702 DATE SIGNED: 1/29/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP DRAFTER: NORTH 1 0 8'16'4' 1/8" = 1'-0" 24' EGRESS PHOTOMETRIC - BUILDING PLAN E-3.2 EGRESS PHOTOMETRIC BUILDING PLAN 2 SHEET NAME: DESCRIPTIONDATENO. REVISIONS 2 1/30/25 DESIGN UPDATES #1 1 01/30/24 PLAN CHECKPLAN CHECK RESPONSE #125