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HomeMy WebLinkAbout400 S Baldwin Ave - 2025 - SkylightsTENANT:NONE LANDLORD: RIDERWOOD USA, INC. C/O AVISON YOUNG SOUTHERNCALIFORNIA, LTD.400 SOUTH BALDWIN AVENUE, SUITE231 ARCADIA, CALIFORNIA 91007 DONNA GUERRERO, SENIORGENERAL MANAGER626 462 8510DONNA@SHOPSATSANTAANITA.COM DESIGNER: Klawiter & ASSOCIATES, INC. 626 WILSHIRE BLVD., STE. 555 LOS ANGELES, CA 90017 GUILLERMO MONTER, AIA GMONTER@KLAWITER.CO M 310-993-6644 STRUCTURAL ENGINEER: STRUCTURAL FOCUS 19219 S. VERMONT AVE, BLDG. B, #210 GARDENA, CA 90248 BRENDAN RAMOS BRAMOS@STRUCTURAL FOCUS.COM 310-323-9924 BUILDING ENGINEER GENERAL CONTRACTOR:NOT SELECTED 1.All work shall comply with the regulations of government authorities having jurisdiction. The specifications shall be supplemental to all laws and codes of governmental regulating bodies relating to buildings, and all applicable requirements specified in these regulations shall be followed as though specifically noted in the specifications or drawings. This shall not, however, be construed to mean that any requirements set forth in the specifications can be modified because they are not specifically noted by such codes or laws. It is the General Contractor's responsibility to notify Klawiter and associates of any conflicts between these drawings and local building access. 2.The Contractor is responsible for hiring Subcontractors who specialize in commercial, and not residential, construction. Those Subcontractors shall have the resources available to complete the project within the construction schedule. 3.The Contractor shall not make changes to the construction drawings based on pricing and assumptions during the construction bidding process. 4.Prior to beginning work, the General Contractor shall furnish a construction schedule showing chronological phasing of work with start and completion dates. 5.Do not scale drawings: dimensions govern. Large scale details govern over small scale details. Dimensions as shown on floor plans shall be to face of finish unless noted otherwise. Contractor to issue a formal RFI regarding any questions or discrepancies found on drawings, prior to beginning work. 6.The Contractor/Subcontractor shall obtain and pay for all approvals and permits necessary for execution of the work. 7.These drawings do not include necessary components for construction safety. Safety on the job site is the Contractor's responsibility. 8.Only drawings, specifications, addenda and change orders bearing approval of Klawiter and associates and owner shall be used in the execution of work or permitted on the job site. Such revisions shall become a part of the contract documents. 9.GCs USING PROCORE SOFTWARE 9.1.GC shall place “Ball in Court” issuances to the proper consultant engineer, including building engineer, for Fire Life Safety, and sprinklers. 9.2.GC shall issue RFIs and submittals as a complete and single document with all sketches and photos in PDF no .tiff or .jpg separate files will be accepted. 9.3.Submittal and RFI overdue reminders should be turned off. 9.4.GC shall describe in the title of the RFI or submittal the reason or purpose of the document. Additional information shall be included in the Description. 9.5.RFIs or submittals with multiple items shall be numbered to allow KAI to provide partial responses or review. 9.6.RFIs and submittals for areas outside the suite shall be issued directly to the landlord. 10.The General Contractor shall provide physical sample submittals in triplicate for all finishes. All other submittals shall first be reviewed and stamped by the GC as conforming with the construction documents. Submittals shall be provided in electronic (PDF) fashion only. PDFs shall be e-mailed as a set including a Contractor's transmittal. No loose pdfs shall be accepted. Send to Klawiter and Associates for review and approval in a timely manner prior to fabrication release. Those submittals shall include, but are not limited to the following: 10.1.All millwork items 10.2.All exposed and concealed miscellaneous metal items 10.3.All floor finishes including installation drawings 10.4.Wall and ceiling finishes 10.5.All finished or exposed electrical, lighting and plumbing items 10.6.Electrical and HVAC shop drawings clearly showing zoning. 24 hour HVAC equipment 10.7.Lighting controls and exit signs 10.8.Appliances 10.9.Door, frame, hardware, transitions and thresholds 11.Substitutions, or changes must have prior approval by Klawiter and Associates. The General Contractor is to submit substitution material specifications and samples for approval in writing prior to commencement of work. 12.The General Contractor shall provide and install all materials and equipment required to complete construction of the project in accordance with the drawings and specifications. 13.The Contractor is responsible for damage and quality inspection of all materials upon delivery to the job site and prior to installation. Damaged or substandard goods will not be accepted. 14.During the entire period of demolition and construction, all existing exits, exit lighting, fire protective devices and alarms shall be maintained. 15.All Contractors shall contact building management to determine the rules of the building owner for construction, to determine when and how deliveries can be made, what phases of construction can be done on regular or overtime and any special building requirements which will affect their work. 16.The General Contractor shall properly protect the landlord's and adjoining property of any damage caused by his work or workmen and the damage must be made good without delay. Patching and replacing of damaged work shall be done by the Contractor who is responsible for the damage. 17.The General Contractor shall be responsible for providing meeting minutes for all meetings. 18.General Contractor is to provide and maintain safe and uninterrupted use of mechanical and electrical systems. 19.The General Contractor shall remove all rubbish and waste materials on a daily basis. 20.The General Contractor shall coordinate work being performed by others. 21.The General Contractor shall maintain a current and complete set of construction drawings during all phases of construction for use by all trades. 22.The Contractor shall provide and install all stiffeners, bracings, blocking, backing and supports required for the installation of all casework, toilet room accessories, fixtures and partitions and all wall-mounted or suspended mechanical, electrical or miscellaneous equipment. 23.The Contractor shall inspect all work previously prepared or installed by others before applying the subsequent materials or finishes. Any unsatisfactory condition must be reported to Klawiter and Associates and corrected before further work proceeds. 24.The Contractor shall follow all installation requirements per manufacturer's instruction unless otherwise specified. 25.Upon substantial completion, the Contractor shall provide reproducible "as built" drawings in AutoCAD format acceptable to the tenant and landlord showing all lighting, electrical circuitry work (including numbers) and any other discipline as actually installed. 26.All claims for additional work shall be submitted in writing for approval of the tenant and should include a complete description of the work being performed, materials being used, the construction space number of the area being worked in and the authorization under which the work is being performed. 27.The General Contractor shall submit for review and acceptance by owner (and owner's designer and landlord) two hardcopies of the closeout packages or as determined at start of construction: 27.1. Maintenance manuals, 27.2.All written warranties, 27.3.Inspection cards and certificate of occupancy 27.4.Signed building permits 27.5.Air balance reports 27.6.Deputy inspection reports if applicable L Ø # c & @ AND ANGLE AT CENTERLINE DIAMETER PERPENDICULAR CHANNEL POUND OR NUMBER AIR CONDITIONING ACOUSTICAL ABOVE FINISH FLOOR ALUMINUM APPROVED BUILDING BULLET RESISTANT CEMENT CEILING CLEAR COLUMN CONCRETE CONTINUOUS CONTRACTOR DEPTH/DEDICATED DEMOLITION DEDICATED DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOOR DOWN DRAWING EXISTING ELECTRICAL ELEVATOR ELECTRICAL PANEL EQUAL FAX OUTLET FLOOR DRAIN FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FINISH FLOOR FLUORESCENT FACE OF STUD GAUGE GROUND FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HARDWARE HOLLOW METAL HEIGHT HEATING, VENTILATION & AIR CONDITIONING AC ACOUS AFF AL APPD BLDG BR CEM CLG CLR COL CONC CONT CONTR D DEMO DED DET DF DIA DIM DR DN DWG EXISTG ELEC EL EP EQ F FD FEC FHC FIN FLR FLUOR FOS GA GFCI GL GYP BD HDWR HM HT HVAC INSIDE DIAMETER INTERIOR Klawiter & ASSOCIATES, INC. LAVATORY MATERIALS MAXIMUM MECHANICAL MANUFACTURER MINIMUM MIRROR MULLION NEW NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE PROVIDE AND INSTALL PARTITION PAIR PAINT PLASTIC LAMINATE RELOCATED/REMOVED RADIUS REFERENCE REQUIRED REVISION ROOM ROUGH OPENING SEPARATE CIRCUIT SHEET SIMILAR SPECIFICATION STAINLESS STEEL STANDARD SUSPENDED TO BE DETERMINED TELEPHONE THICKNESS TYPICAL UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED VOLTS VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WIDTH WITH WOOD ID INT KAI LAV MAT MAX MECH MFR MIN MI MUL N NIC NTS OC OD OPP P&I PART PR PT P-LAM R RA REF REQD REV RM RO SC SHT SIM SPEC SS STD SUSP TBD TEL THK TYP U.N.O. U.O.N. V VCT VERT VIF W W WD 1.TYPE OF CONSTRUCTION: II B 2.NUMBER OF STORIES:1 IN PORTION OF BUILDING WITHIN SCOPE OF WORK. 3.OCCUPANCY GROUP:M, MERCHANTILE (NO CHANGE) 4.EXISTING BUILDING IS FIRE SPRINKLERED TO NFPA 13 5.SCOPE OF WORK: NEW PREPARATION FOR SKYLIGHTS WHICH WILL BE UNDER SEPARATE PERMIT AS A DEFERRED SUBMITTAL.. OVER EXISTING OPENINGS IN UNCONDITIONED PORTION OF BUILDING. THE SHOPS AT SANTA ANITA NEW SKYLIGHTS OVER ARCHITECTURAL GENERAL 0-1 ML MASTER LEGEND 0G-1 GREEN BUILDING NOTES 0G-2 GREEN BUILDING NOTES 0G-3 GREEN BUILDING NOTES A0 GENERAL NOTES A1.2-1R SITE PLAN A1 PLANS A2 REFLECTED CEILING PLAN A2.1 ROOF PLAN STRUCTURAL S0.1 GENERAL STRUCTURAL NOTES AND DRAWING INDEX S0.2 SYMBOLS AND ABBREVIATIONS S1.0 ROOF PLAN AND DETAILS SKYLIGHT DESIGN AND DETAILS 1 TITLE SHEET 2 ROOF PLAN 3 PLAN VIEWS 4 SECTION 5 SECTION 6 SECTION 7 SILL AND HEAD DETAILS 8 SILL AND HEAD DETAILS 9 X BAR AND TYPICAL BRACKET DETAIL 10 END RAFTER AND TYPICAL RAFTER 11 SECTION PROPERTIES ABBREVIATIONS CONTRACTOR NOTES LOCATION MAP KEY PLAN PROJECT SUMMARY PROJECT DIRECTORY SHEET INDEX Project No.6408 Description Peer Review KA Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a pp ro va l a n d c omp l i a nc e to m u n ic ipa l b u i l d i ng c o de s. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE ARCADIA, CA 91007 NEW SKYLIGHTS OVER EXISTING ROOF OPENINGS Checked No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jan 22, 2025SIGNED ON PL A N C H E C K 9/17/2024 Plan Check Resubmittal GM INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 CITY APPROVAL 1/22/2025 Plan Check Resubmittal GM 0-1ML APPLICABLE CODES 1.The bidding documents shall consist of the interior architecture drawings and the mechanical, electrical, plumbing drawings. As issued by Klawiter and Associates for bidding or pricing. No prior issuances shall be used for pricing. 2.The General Contractor (GC) shall submit a construction schedule with the bid indicating long lead items and coordination dates for tenant vendors. 3.The GC and subContractor(s) shall advise Klawiter and Associates in writing of any specified materials or equipment that is either unavailable or will cause a delay in the construction completion schedule due to delayed availability. 4.GC shall visit the job site prior to submittal of final bid and shall compare all bidding documents with each other and verify all dimensions and conditions prior to beginning work. Should any dimensions or conditions arise where the intent of the drawings is in doubt or where there is a discrepancy, KAI shall be notified immediately for clarification. Do not proceed with work until all such discrepancies have been fully resolved. 5.Bid documents shall be submitted in electronic format with Excel template provided by KAI. 6.No substitutions will be considered. If the GC proposes alternates these should be on a separate line item and not a part of the base bid. 7.All requested alternates shall be bid and itemized identifying any schedule changes. If no change in the base bid is required, enter "no change". BIDDING REQUIREMENTS N N 2022 CBC (BASED ON 2021 IBC) 2022 CPC (BASED ON 2021 UPC) 2022 CEC (BASED ON 2021 NEC) 2022 CMC (BASED ON 2021 UMC) 2022 CBC ENERGY CODE TITLE 24, PART 6 2022 CGBC 2023 CITYOF ARCADIA AMENDMENTS ON ALL OF THE ABOVE AN APPROVED SEISMIC GAS SHUTOFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. PER ORDINANCE 170,158) ( INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000) SEPARATE PLUMBING PERMIT IS REQUIRED. SEISMIC GAS VALVE 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, VALVES, 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 ADDITIONAL EXPENSE. CONSTRUCTION IN RIGHT-OF-WAY GENERAL 1.Shaft enclosures shall have a fire-resistive rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements but not any mezzanines. Shaft enclosures shall have a fire-resistive rating not less than the floor assembly penetrated, but need not exceed 2 hours per CBC 713.4. 2.Ducts and air transfer openings permitted in fire walls in accordance with section 706.11 shall be protected with listed fire dampers installed in accordance with their listing 717.1. 3.A listed smoke damper designed to resist the passage of smoke shall be provided at each point a duct or air transfer opening penetrates a smoke barrier. Smoke dampers and smoke damper actuation methods shall comply with CBC 717.3.3.2 FIRE PROTECTION EQUIPMENT 1.Fire protection must be provided prior to and during construction per CFC chapter 33. 2.Portable fire extinguishers shall be provided in occupancies and locations per CBC 906.1 3.Provide a portable fire extinguisher with a rating of not less than 2A or 2A-10BC within 75 foot travel distance to all portions of the building on all floors (also during construction). 4.Provide fire extinguishers as required by the fire department field inspector. 5.General contractor to provide cut sheets for fire extinguisher enclosures. 6.Automatic sprinkler systems required during construction, alteration and demolition operations shall be provided in per CBC 903.2.12 and CFC chapter 33 7.Penetrations of fire-resistance-rated walls by ducts that are not protected with dampers shall comply with CBC 714.1 ducts and air transfer openings that are protected with dampers shall comply with CBC section 717.1 FIRE ALARM 1.Extend or modify existing fire/life/safety system as required by the electrical division of the Department of Building and Safety. 2.Visible alarm notification appliances shall be provided in accordance with CBC sections 907.5.2.3 with exceptions. 3.Audible alarm notification appliances shall be provided in accordance to CBC 907.5.2.1 with exceptions. FINISHES 1.Interior wall and ceiling finishes shall have a flame spread index not greater that specified in CBC table 803.13 for the group and location designated (CBC 803.1.1). 2.Interior wall and ceiling finishes for office areas of a "B" occupancy shall not exceed a flame spread of 200 (class c) or smoke-developed index of 450 in a fully sprinklered building. 3.Interior wall and ceiling finishes for exit corridors of a "B" occupancy shall not exceed a flame spread of 200 (class C) or smoke-developed index of 450 in a fully sprinklered building. 4.Interior wall and ceiling finishes for exit enclosures and exit passageways of a "b" occupancy shall not exceed a flame spread of 75 (class B) or smoke-developed index of 450 in a fully sprinkled building. Note: (in exit enclosures of buildings less than 3 stories in height of other than group i-3, class B finish for nonsprinklered buildings and class Cc interior finish for sprinklered buildings shall be permitted). 5.Interior wall and ceiling finishes for an assembly room of an "A" occupancy shall not exceed a flame spread of 75 (class b) or smoke-developed index of 450 in a fully sprinklered building. 6.Any decorations used (curtains, draperies, hangings, etc.) shall be noncombustible or be flameproofed in an approved manner. SKYLIGHT ASSEMBLIES, FIRE SPRINKLERS, FIRE ALARM, ELECTRICAL, & MECHANICAL DEFERRED SUBMITTALS FIRE DEPT. NOTES I EXIT SIGNS AND MEANS OF EGRESS ILLUMINATION 1.Exit signs shall be internally or externally illuminated 2. Exit signs illuminated by an external source shall have an intensity of not less than 5 foot candles (54 iux). 3.Internally illuminated signs shall be listed and labeled and shall be installed in accordance with the manufacturer's instructions and CBC section 1013.5. 4.Exit signs shall be illuminated at all times. 5.Exit signs shall be connected to an emergency power system that will provide an illumination of not less than 90 min. In case of primary power loss section 1013.6.3. And 1013.6.3 6.Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. CBC section 1010.1.9.5.- 1010.1.9. 7.Door handles, lock and other operating devices shall be installed at a min. 34” and a max. 44” above the finished floor. 8.This door to remain unlocked when space is occupied (when shown on drawings and hardware schedule). 9. All egress door operations shall comply with sections 1010.1.9 and 1010.1.9.13 10. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 11. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 12.The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas; per CBC 1008.3.2 a.Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress b.Corridors, exit enclosures and exit passageways in buildings required to have two or more exits. A.Exterior egress components at other than the level of exit discharge until exit discharge is accomplished for buildings required to have two or more exits. B.Interior exit discharge elements, as permitted in section 1008.3.1, in buildings required to have two or more exits. C.Exterior landings, as required by section 1010.1.6, for exit discharge doorways in buildings required to have two or more exits. 13. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. The installation of the emergency power system shall be in accordance with CBC section 1013.6.3. 14. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum 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. FIRE DEPT. NOTES II MASTER LEGEND Z:\Shared\Documents\DWG'S\6400\08 - TSSA - Breezeway\11 Production\03 CAD\05 CDs\A\0-1 ML Master Legend.dwg EXITS 1.Exit doors shall swing in the direction of egress travel where serving an occupant load of 50 or more persons or a group h occupancy per CBC 1010.1.2.1 2.Except as specifically permitted by this section egress doors shall be readily operable from the egress side without the use of a key or special knowledge or effort per cbc 1010.1.9. 3.The clear width of walking surfaces shall be 36" minimum per CBC 11b-403.5.1. Exceptions to 11b-403.5 1.The clear width shall be permitted to be reduced to 32" minimum for a length of 24" maximum provided that reduced width segments are separated by segments that are 48" long minimum and 36" wide minimum. 2.The clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44" minimum. 3.Each door in a means of egress from a group a, or assembly area not classified as an assembly occupancy, E, i-2 or i-2.1 occupancies having an occupant load of 50 or more and any group h occupancy shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. EXISTING OPENINGS Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW-EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962. 2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards. TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero-emission standards. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section 5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2.A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3.The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4.The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking.[BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. 5.106.5.3.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply. b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces. [N]In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following: 1.The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE. 2.The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table 5.106.5.4.1 3.Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles. 4.The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.4.1. TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)^2 0-9 0 0 10-25 2 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20% of total¹25% of EV capable spaces¹ 5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following: 1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 3 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. N/A Y N/A 1.Where there is insufficient electrical supply. 2.The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. Y N/A Y N/A Y = YES N/A =NOT APPLICABLERESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing-Glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the California Building Code for requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1.Swales. 2.Water collection and disposal systems. 3.French drains. 4.Water retention gardens. 5.Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3.Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1.Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2.Designated and marked play areas of organized sport activity are not included in the total area calculation. TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] BUILDING TYPE BUILDING SIZE (SQ. FT.) NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10,000 to 90,000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 400 Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G1 G2 G3 G4 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G1 G1 G2 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G1 G1 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G0 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" AIA CALIFORNIA N/A N/A N/A N/A N/A N/A N/A N/A Project No.6408 Description Peer Review KA Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a pp ro va l a n d c omp l i a nc e to m u n ic ipa l b u i l d i ng c o de s. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE ARCADIA, CA 91007 NEW SKYLIGHTS OVER EXISTING ROOF OPENINGS Checked No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jan 22, 2025SIGNED ON PL A N C H E C K 9/17/2024 Plan Check Resubmittal GM INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 CITY APPROVAL 1/22/2025 Plan Check Resubmittal GM GREEN NOTES I Z:\Shared\Documents\DWG'S\6400\08 - TSSA - Breezeway\11 Production\03 CAD\05 CDs\A\0G-1 GREEN_NOTES AIA.dwg 0G-1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) . Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.6 Commissioning report.[N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING.New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. Y N/A SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.410.2 COMMISSIONING. [N]New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YESN/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre-rinse spray value When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤5.0 ozf)1.00 Product Class 2 (> 5.0 ozf and ≤8.0 ozf)1.20 Product Class 3 (> 8.0 ozf)1.28 AIA CALIFORNIA N/A N/A N/A N/A N/A GCYES N/A N/A N/A G CYES YES G C Project No.6408 Description Peer Review KA Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a pp ro va l a n d c omp l i a nc e to m u n ic ipa l b u i l d i ng c o de s. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE ARCADIA, CA 91007 NEW SKYLIGHTS OVER EXISTING ROOF OPENINGS Checked No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jan 22, 2025SIGNED ON PL A N C H E C K 9/17/2024 Plan Check Resubmittal GM INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 CITY APPROVAL 1/22/2025 Plan Check Resubmittal GM GREEN NOTES II Z:\Shared\Documents\DWG'S\6400\08 - TSSA - Breezeway\11 Production\03 CAD\05 CDs\A\0G-1 GREEN_NOTES AIA.dwg 0G-2 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 5.504.4.3 - CONT. GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS 1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4.The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A Y N/A Y N/A Y N/ARESPON.PARTY RESPON.PARTY RESPON.PARTY RESPON.PARTY Y = YES N/A =NOT APPLICABLERESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) AIA CALIFORNIA G CYES YES G C NA NA NA NA NA NA NA YES GC Project No.6408 Description Peer Review KA Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a pp ro va l a n d c omp l i a nc e to m u n ic ipa l b u i l d i ng c o de s. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE ARCADIA, CA 91007 NEW SKYLIGHTS OVER EXISTING ROOF OPENINGS Checked No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jan 22, 2025SIGNED ON PL A N C H E C K 9/17/2024 Plan Check Resubmittal GM INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 CITY APPROVAL 1/22/2025 Plan Check Resubmittal GM GREEN NOTES III Z:\Shared\Documents\DWG'S\6400\08 - TSSA - Breezeway\11 Production\03 CAD\05 CDs\A\0G-1 GREEN_NOTES AIA.dwg 0G-3 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 1.1 General contractor to obtain demolition permits and include all costs of same in contract price. 1.2 General contractor to furnish all labor and materials / equipment to complete demolition and removal of all items as indicated. 1.3 General contractor shall keep construction area free of dust and debris for the duration of construction. 1.4 If any questions arise as to the removal of any material, clarify the point in question with building engineer before proceeding. 1.5 At completion of demolition work, the construction area(s) shall be left in broom-clean condition. All debris and miscellaneous material shall be removed. 1.6 All debris removal shall be performed in accordance with building management requirements and procedures. 1.7 Where partitions are to be removed, cap all outlets, switches, wires, thermostats, etc., and remove wiring and cabling to their source. 1.8 General contractor shall be responsible for patching and/or repairing any damage caused by him or his subcontractors to existing construction in elevator lobby, public corridors, restrooms or tenant spaces. Refinish to match existing adjacent finish or as noted herein. 1.9 No existing smoke detector, public address speaker, fire alarm box or similar device, including the associated wiring, shall be damaged during demolition and subsequent construction. Relocation of smoke detectors, public address speakers and fire alarm equipment necessitated by new construction shall be accomplished as first priority and per the plans. No active smoke detector shall be covered or otherwise removed or used for other than its intended purpose. 1.10 General contractor to verify that all partitions to be removed are non-loadbearing prior to their removal. Notify KAI of any load bearing walls indicated to be removed. 1.11 General contractor shall provide all temporary bracing as required to maintain stability of the existing structure during all phases of demo and construction. 1.12 General contractor to coordinate removal and storage of all equipment and fixtures with owner. 1.13 Where any plumbing, mechanical or electrical items have been removed, plug and cap pipes, conduit lines, etc., below floor, behind face of wall or above ceiling as necessary to conceal abandoned items or to the point of origin. Patch and repair floor, ceiling and/or walls as required. 1.14 Any items salvaged by the contractor shall be disposed of properly off site and in an expeditious manner. 1.15 Protect all public ways affected by the demolition and tenant improvement work as set forth in the building code. Height and barricade construction, if any, to be determined by local public agency. 1.16 Protect from damage during construction all existing walls, floors, ceilings, etc., that are to remain. 1.17 GC to verify that furring around columns does not have mechanical or plumbing lines. Verify with building engineer prior to demolition. 1.18 GC to coordinate with tenant for identification of low-voltage data and telephone wires to remain or be removed. 1.19 GC to confirm removal of all abandoned wires from outlet back to the service entry point or secure said wires so as to pass inspection and code requirements. 1.20 All trades to inspect existing site conditions prior to submitting bids. Contractor to notify KAI of any conflicts with the work. 1.21 Provide adequate protection to all areas adjacent to area of remodel 1.22 Protect all existing finishes that are to remain and are adjacent to areas of demolition 1.23 Any demolition or removal indicated is shown in general to provide the extent of demolition and is not considered a record drawing of existing conditions 1.24 Refer to demolition notes prepared by mep engineers for additional information and requirements for demolition of electrical, heating, ventilating, air conditioning voice/data, etc. Items as well as coordination of demolition items 6.1 Millwork shall be manufactured in accordance with the latest edition of "manual of millwork", from the woodwork institute of california. Millwork to be custom grade or grades as specified on the drawings. Surfaces shall be true, straight and free from all machine and tool markings, bruises, indentations, chips or abrasions. 6.2 All cabinetwork attached to premises shall comply with the local building code. 6.3 All custom cabinet or millwork shall be furnished, delivered and installed by cabinet contractor. 6.4 All millwork shall receive final finish at the shop or factory prior to delivery. General contractor shall protect all finished and installed millwork from damage by other trades. Damaged or defective millwork shall be replaced by the general contractor at his expense. 6.5 Contractor to coordinate location of electrical, telephone and communications outlets and install grommets in countertop surfaces as required to conceal cables. Where electrical work is specified in conjunction with cabinetwork, lamps and fixtures are to be provided by the electrical contractor. Cutouts for switches, outlets, etc., shall be provided by millwork contractor and coordinated with electrical contractor. 6.6 All built-in plumbing fixtures shall be supplied and installed by plumbing contractor. Plumbing contractor shall supply all necessary information for cutouts to be performed by cabinet contractor. 6.7 All blocking required shall be scribed to wall or ceiling. Cabinet contractor to check job progress and coordinate with other trades involved. Contractor is responsible for all blocking required. 6.8 All blocking and wood cleats for overhead cabinets to be screwed and secured to metal studs. 6.9 Where millwork members are mitered or butted, they shall be joined and secured in a manner to ensure against the joint opening. 6.10 The millwork contractor shall check and verify all dimensions and conditions at job site and shall be responsible for same. 6.11 Cabinet hardware shall include but not be limited to all door pulls, concealed hinges, magnetic catches and felt silencers, drawer glides and stops as required. 6.12 Millwork contractor shall submit small format shop drawings in electronic form . Large format sheets to be submitted in triplicate hard copy. For approval by the designer prior to fabrication. 6.13 Millwork contractor shall submit all paint, wood and special finish samples in triplicate for approval by klawiter and associates prior to fabrication. 5.1 The general contractor shall provide all heating, ventilation and air conditioning work as called for and specified by the contract engineering documents and drawings. 5.2 The contractor shall be responsible for field supervision of all hvac work during installation and shall inspect all systems for proper operation at completion of the job. 5.3 Shop drawings of ductwork and registers, including access panels if required, shall be submitted to klawiter and associates and the engineer for approval prior to proceeding with fabrication and/or installation or relocation. 5.4 HVAC contractor to refer to reflected ceiling and furniture drawings for occupancy figures and heat producing equipment. I5.5 Installation shall be coordinated with all trades as required for proper assembly. Ceiling diffusers to be relocated to maintain new fixture patterns if required. 5.6 Interior spaces shall be mechanically ventilated in accordance with the administrative code. Plans showing the mechanical ventilation system will be filed in accordance with the rules of the department of buildings. 5.7 The electrical contractor shall provide all power and control wiring required for the hvac system. 5.8 The contractor shall submit cutsheets in triplicate of all fixtures, fittings and accessories to klawiter and associates for approval. 5.9 The contractor shall coordinate his plumbing work with manufacturer's specs. 5.10 All riser shutdowns shall be supervised as directed by building management. No water risers shall be shut down during building office hours. 5.11 Sleeves are to be provided for each pipe passing through walls, partitions, floors and slabs. All penetrations of rated assemblies shall be fire stopped per code. 5.12 The plumbing contractor shall provide all necessary information for cutouts to be performed in millwork by cabinet contractor. 7.1 Painting: no painting or interior finishing shall be done under conditions that jeopardize the quality of appearance of such work or of any adjacent surface. Final installation shall match control samples. 7.2 All surfaces shall be prepared to receive the specified finish. Paint-grade woodwork shall be sanded flat and tacked clean. All knot holes, pitch pockets or sappy portions shall be scraped and shellacked or sealed with knot sealer. Nail holes, cracks or defects should be carefully puttied; first coat with putty matching the color of the stain or paint finish. Remove oil or grease with mineral spirits. 7.3 Interior paint-grade woodwork finishes shall be sanded between coats. Cracks, holes or imperfections in existing plaster or wallboard shall be filled with patching plaster and smoothed off to match adjoining surfaces. Stained and painted surfaces shall be finished such that joints are not visible when viewed from any reasonable angle. 7.4 Interior gypsum wallboard surfaces shall be wiped with a damp cloth just prior to application of the first coat in order to lay flat any nap that may have formed in the sanding process. 7.5 Do not apply scheduled base to millwork. 7.6 All walls and ceilings shall be properly prepared, spackled, sanded, etc., to provide a smooth finish and surface. Remove existing wallcoverings as required to prepare walls. 7.7 Contractor shall prepare subfloor and leave in broom-clean condition to receive new finishes. Floor shall be level and free of dips, bumps and joints that would show through finished installation. 7.8 All wall and column surfaces shall be sanded, finished and painted as specified. 7.9 Peripheral enclosures, wood shelving and painted doors shall have semi-gloss finish. All bucks, window enclosures, trim and wood shelving shall be painted the same color as the walls in which they occur, unless otherwise noted, and shall be in semi-gloss finish excluding exterior curtain walls. 7.10 All hardware and device covers shall be removed prior to painting and shall be reinstalled after completion of work. 7.11Paint all exposed surfaces unless otherwise noted. 7.12 All vertical surfaces to be painted eggshell sheen unless otherwise noted by designer. See legend for exact colors. 7.13 Strip bare prime and paint ceiling access panels where occur to match adjacent ceiling finish. 7.14 All paint finish of metal parts of doors, perimeter enclosures, etc., shall be semi-gloss unless noted otherwise. 7.15 All field-painted finishes of existing metal parts of doors and frames shall be semi-gloss finish by spray application. No brushing or rollering. 7.16 All doors, when painted, to be same color both sides unless noted otherwise. 3.1 Suspended ceiling grid shall be installed level and true. 3.2 Perimeter ceiling angle, where occurs, shall be installed tight to vertical surfaces and free from curves, breaks or other irregularities. 3.3 Electrical contractor shall furnish and install all fixtures, associated trim and fixture lamps as specified. 3.4 Sprinkler heads, light fixtures, exit signs, strobes and other ceiling elements shall be located in center of individual ceiling tile unless otherwise noted. Strobe housing to be white in color only, u.N.O. 3.5 Provide ceiling access as required for equipment and system maintenance. Verify manuf's recommendations. 3.6 All switches and dimmers shall be located per installation detail. Multiple switches at one location shall be ganged together and finished with one coverplate unless otherwise noted. 3.7 The reflected ceiling plan indicates the location of ceiling types, ceiling fixtures, switch locations and associated items. Refer to engineering drawings for circuiting, wiring layout and additional information. 3.8 In the event of discrepancies between KAI's reflected ceiling plan and the engineer's lighting plan, notify KAI for clarification. 3.9 All specific information concerning installation of above-ceiling elements is to be found in the hvac, plumbing, fire protection, electrical and lighting drawings. 3.10 All damaged ceiling tiles. All new tiles required for areas of construction to match existing. Broken or chipped tiles are not acceptable. 3.11 Contractor to notify KAI of any conflicts of light fixture locations with other systems/devices prior to framing for lights. 3.12 General contractor to submit layouts of grill, sprinkler, thermostat and other fixtures and elements to KAI for approval prior to installation. 3.13 Furnish and install underwriters laboratories, inc., (ul) labeled devices throughout. 3.14Install light fixtures with protective wrap cover over diffuser or baffle to avoid fixture soiling and damage. Fixtures shall be maintained clean and as new. Lamps shall be new at project completion. Wrap to be removed just prior to punch walk. 3.15 Any discrepancies between KAI's ceiling grid layout and actual field conditions are to be clarified with KAI prior to installation. 3.16 Where ceilings are fire rated, all recessed fixtures and devices shall be installed per code. 3.17 Fascias or any break in the ceiling plane created by the installation and/or alteration of heating, ventilating, air conditioning or mechanical ducts, piping or other equipment shall be formed of gypsum wallboard. All conditions to be approved by KAI. 3.18 Ceilings in closets shall be of the same height and construction as that of adjoining spaces except as otherwise noted. 3.19 The general contractor shall coordinate with tenant's communications contractor prior to completion of ceiling work. 3.20 The final ceiling installation shall be free of all visual defects. 3.21 All trades to inspect existing site conditions prior to submitting bids. Contractor to notify KAI of any conflicts with the work 3.22 Switching/occupany sensors and lighting are shown for location only. All lighting shall conform to title 24 requirements 3.23 All fire/life/safety equipment and sprinkler heads shall be centered within 2x2 acoustic ceiling tile 3.24 All exit lighting to be connected to building's emergency electrical circuit system or battery packs as required by code 3.25 Due to unforeseen obstructions in the ceiling, lighting layout may be altered in the field. Verify with KAI for revised locations 3.26 General contractor to provide air return openings and grills 3.27 General contractor shall not locate return air diffusers directly adjacent to light fixtures 3.28 Group all old/new tiles in rooms together to complete the room. 3.29 Do not install conduit or ductwork directly above return air diffusers which are open to the return air plenum 2.1 The contractor shall obtain KAI's approval after partition layout chalklines have been snapped. 2.2 All gypsum board partitions shall be taped and sanded to level 4 as defined by the gypsum association (ga) and painting and decorating contractors of america (pdca), unless otherwise noted. The contractor shall patch and repair surfaces to match adjacent or adjoining surfaces. These surfaces shall be aligned and sanded smooth. 2.3 All partitions are dimensioned finish face of gypsum board to finish face of gypsum board unless otherwise noted. 2.4 Dimensions to edge of door locating door openings are to inside face of jamb unless otherwise noted. 2.5 Undercut building standard interior doors, as required, to clear finished floor by 14". All rated doors shall be ordered so as to clear the finished floor by 14" unless otherwise noted. 2.4 Dimensions are not adjustable without approval of KAI. 2.5 All dimensions to exterior window wall are to inside face of mullion unless otherwise noted. 2.6 All heights are dimensioned above finished floor unless otherwise noted. 2.7 Contractor shall provide sufficient framing for all openings for duct work and return air grille openings above and below hung ceilings. These are to coordinate with the hvac engineer's and mechanical contractor's shop drawings. All openings shall be properly sealed for fire rating, soundproofing and vibration control. 2.8 General contractor is to provide metal corner beads at all outside corners at drywall partitions and soffits with a finish free of distortions. 2.9 When patching drywall partitions where existing surfaces do not align in the same plane, patch out entire surface as required for an even, flush surface on the entire wall. 2.10 For slab-to-slab partitions, all joints occurring above the ceiling line on both sides of partition shall be taped and mudded with at least one coat of compound (typical). 2.11 All work shall be erected and installed plumb, level, square and true and in proper alignment. 2.12 Dimensions noted "clear" or "clr" are minimum required dimensions. Clearance must be accurately maintained. 2.13 Finish existing columns and other base building surfaces as required to match adjacent or abutting surfaces unless otherwise noted. 2.14 All glass shall be clear, tempered glass unless otherwise noted. Glazing tong marks shall not be visible. Clean and polish all glass prior to project delivery. 2.15 Ceiling height partitions shall be installed tight to finished ceiling with no rough cut gyp edges visible. 2.16 Contractor to abide by all "building tenant improvement" rules and regulations. 2.17 Work shall occur during normal business hours unless noisy, dusty or disruptive. This work to be scheduled with building management prior to or after normal business hours 7.17 Upon completion, the contractor shall remove all paint from where it has over-sprayed or splattered on exposed adjacent surfaces. 7.18 All colors are to be as selected by the designer. 7.19 Contractor shall provide a minimum of two 8" x 10" brushouts of each color and finish for approval at least two weeks prior to site application. A wall test may be required one week prior to final approval. Designer reserves the right to adjust any color once the wall test has been made. 7.20 Contractor shall be responsible for allowing for delivery lead times for all fabrics and other custom finishes within the construction schedule. All delivery times must be confirmed and any excessive length must be communicated to the designer in a timely manner. 7.21 Contractor shall install wallcovering where designated. Wallcoverings shall be smooth with no wrinkles, bubbles or loose edges. All paste and brush marks shall be thoroughly removed. Wallcovering adjoining wood or metal trim shall be cut straight and square. Workmanship that is not judged to be first quality by klawiter and associates will not be accepted. 7.22 Unless otherwise noted, all partitions, columns and millwork to receive 2-12" straight base at carpet and 2-12" cove base at hard surfaces U.N.O. 7.23 Carpet to be installed in accordance with the "carpet and rug institute installation manual" and per manufacturer's installation instructions. 7.24 Contractor shall coordinate undercutting of doors with thickness of floor finish. Doors shall clear finish by ¼" maximum. 7.25 All finishes shall be applied in accordance with the manufacturer's specification for the particular surface. 7.26 Dimensional stone or ceramic tile areas of installation shall be leveled to a true tolerance in plane of 14" in 10' in accordance with ansi a 108 requirements. The use of self leveling concrete under the mortar bed is acceptable. Contractor to contact kai if leveling is not feasible. 4.1 The power and voice / data plans indicate the location of electrical, telephone and communication outlets. Refer to electrical engineering drawings for circuiting and additional information. 4.2 The power and voice / data plan shall govern all physical locations. The electrical engineer's power plan shall govern the wiring layout and installations in compliance with all laws applicable and enforced by governing authorities. 4.3 General contractor to coordinate between KAI and mep drawings during bid process and inform KAI of any variations in said drawings at that time. 4.4 Contractor shall perform all electrical work in accordance with any and all governing local codes. 4.5 General contractor shall recircuit and rewire existing panel(s) as required in electric closet to accommodate KAI's electric power and lighting design. 4.6 Panel circuit breakers shall be neatly tagged and numbered by general contractor to correspond with circuiting outlined on engineering drawings. 4.7 All wall-mounted data and voice receptacles to have 1" conduit stub-up, pull wires and terminate 6" above accessible ceiling unless otherwise noted. 4.8 All floor-cored telephone and electrical outlets are dimensioned from the center line of the outlet, or outlet pair, to the finish face of dimensioned surface. 4.9 Core pairs 24" on center. Indicated dimensions are to the center of the coverplate of the monument. Clusters of outlets are dimensioned to the center of the cluster unless otherwise noted. Gang coverplates shall be one-piece type unless otherwise noted. 4.10 General contractor to provide and install coverplates for all wall- and floor-mounted electrical outlets unless otherwise noted. 4.11 all existing and new floor slab penetrations for piping and conduit shall be fully packed and sealed in accordance with the applicable building and fire codes. 4.12 The electrical contractor shall make final connections for floor or wall outlets feeding furniture system power panels. 4.13Furnish and install gfi outlets and other devices as noted on plans or where required. 4.14 Verification of layout to be provided by the designer prior to commencement of coring or outlet installation. 4.15 All voice / data and electrical outlets shall be installed as shown on plan. If no dimensions are noted, the contractor shall scale locations off drawings and install accordingly. 4.16Install wall-mounted outlets per installation detail 12/a-9 unless otherwise noted. 4.17 Outlets shown back-to-back on partition walls shall be offset. Where installed within same stud cavity, install lowry's pads at back and side of junction box. 4.18 General contractor shall coordinate any electrical work or lighting installation into cabinet work as required. 4.19 Where outlets and/or junction boxes are located behind cabinets, the contractor shall provide for access to these boxes if design appearance, structure or function of cabinet is not impaired. Wherever a questionable condition arises, KAI shall be notified prior to commencement of work. 4.20 Voice/data outlet covers to match electrical. 4.21 All outlets in walls with special applied finishes (wood paneling, cork, etc.) shall have the face of the rough-in box set flush with the face of the applied finish. 4.22 Coordinate floor cores with structural beams and mechanical systems below. Survey field conditions and verify that work is feasible as shown. Verify location of floor outlets and other outlets in relation to structural and other elements as required. Notify KAI in writing of discrepancies. 4.23 Verify selection and choice of outlets, devices, switches and coverplates with KAI prior to ordering materials. 4.24 All recessed lighting fixtures shall be set flush with acoustic tile ceiling. General contractor to install per manuf.'s recommendations. 4.25 Grouping of outlets shall be centered to dimension shown, typical 6.0 MILLWORK NOTES 4.0 POWER, VOICE & DATA 1.0 DEMOLITION NOTES 7.0 FINISH NOTES 5.0 MECHANICAL NOTES 3.0 REFLECTED CEILING NOTES 2.0 PARTITION NOTES 1.Hilti, inc., tulsa, oklahoma 800-879-8000 2.Only tested firestop systems shall be used in specific locations as follows: 2.1.Penetrations for the passage of duct, 2.2.Cable, 2.3.Cable tray, 2.4.Conduit, 2.5.Piping, 2.6.Electrical busways and raceways 2.7.Through fire-rated vertical barriers (walls and partitions), 2.8.Horizontal barriers (floor/ceiling assemblies) 2.9.Vertical service shaft walls and partitions. 2.10.Safing slot gaps between edge of floor slabs and curtain walls. 2.11.Openings between structurally separate sections of wall or floors. 2.12.Gaps between the top of walls and ceilings or roof assemblies. 2.13.Expansion joints in walls and floors. 2.14.Openings and penetrations in fire-rated partitions or walls containing fire doors. 2.15.Openings around structural members which penetrate floors or walls. 3.Test requirements: astm e-814-02, "standard method of fire tests of through penetration fire stops" underwriters laboratories (ul) of northbrook, il runs astm e-814 under their designation of ul 1479 and publishes the results in their "fire resistance directory" that is updated annually. 4.Ul fire resistance directory: 4.1.Firestop devices (xhji) 4.2.Fire resistance ratings (bxuv) 4.3.Through-penetration firestop systems (xhez) 4.4.Fill, voids, or cavity material (xhhw) 4.5.Formining materials (xhku) 4.6.Alternate "omega point laboratories directory" (updated annually). 5.Test requirements: ul 2079, "tests for fire resistance of building joint systems" (August 2015.) 6.Test requirements: astm e 1966-01, "standard test method for fire resistive joint systems" 7.Inspection requirements: astm e 2174 - 01, "standard practice for on-site inspection of installed fire stops." 8.International firestop council guidelines for evaluating firestop systems engineering judgments 9.Astm e-84-01, standard test method for surface burning characteristics of building materials. 10.All major building codes: , cbc, and ibc. 11.Nfpa 101 - life safety code 12.Nfpa 70 - national electric code 13.Firestopping materials are either "cast-in-place" (integral with concrete placement) or "post installed." provide cast-in-place firestop devices prior to concrete placement. 14.Use only firestop products that have been ul 1479, astm e-814, or ul 2079 tested for specific fire-rated construction conditions conforming to construction assembly type, penetrating item type, annular space requirements, and fire-rating involved for each separate instance. 15.Cast-in place firestop devices for use with non-combustible and combustible plastic pipe (closed and open piping systems) penetrating concrete floors, the following products are acceptable: 15.1.Hilti cp 680 cast-in place firestop device add aerator adaptor when used in conjunction with aerator ("solvent") system. 15.2.Hilti cp 681 tub box kit for use with tub installations.Sealants, caulking materials, or foams for use with non-combustible items including steel pipe, copper pipe, rigid steel conduit and electrical metallic tubing (emt), the following products are acceptable: 15.3.Hilti fs-one intumescent firestop sealant 15.4.Hilti cp 604 self-leveling firestop sealant 15.5.Hilti cp 620 fire foam 15.6.Hilti cp 606 flexible firestop sealant 15.7.Hilti cp 601s elastomeric firestop sealant 16.Sealants or caulking materials for use with sheet metal ducts, the following products are acceptable: 16.1.Hilti cp 601s elastomeric firestop sealant 16.2.Hilti cp 606 flexible firestop sealant 16.3.Hilti fs-one intumescent firestop sealant 17.Sealants, caulking or spray materials for use with fire-rated construction joints and other gaps, the following products are acceptable: 17.1.Hilti cp 672 speed spray 17.2.Hilti cp 601s elastomeric firestop sealant 17.3.Hilti cp 606 flexible firestop sealant 17.4.Hilti cp 604 self-leveling firestop sealant 18.Pre-formed mineral wool designed to fit flutes of metal profile deck and gap between top of wall and metal profile deck; as a backer for spray material. 18.1.Hilti cp 677 speed plugs 18.2.Hilti cp 767 speed strips 19.Intumescent sealants, caulking materials for use with combustible items (penetrants consumed by high heat and flame) including insulated metal pipe, pvc jacketed, flexible cable or cable bundles and plastic pipe, the following products are acceptable: 19.1.Hilti fs-one intumescent firestop sealant 20.Foams, intumescent sealants, caulking or putty materials for use with flexible cable or cable bundles, the following products are acceptable: 20.1.Hilti fs-one intumescent firestop sealant 20.2.Hilti cp 618 firestop putty stick 20.3.Hilti cp 620 fire foam 20.4.Hilti cp 601s elastomeric firestop sealant 20.5.Hilti cp 606 flexible firestop sealant 21.Non curing, re-penetrable intumescent sealants, caulking or putty materials for use with flexible cable or cable bundles, the following products are acceptable: 21.1.Hilti cp 618 firestop putty stick 22.Wall opening protective materials for use with u.L. Listed metallic and specified nonmetallic outlet boxes, the following products are acceptable: 22.1.Hilti cp 617 firestop putty pad 23.Firestop collar or wrap devices attached to assembly around combustible plastic pipe (closed and open piping systems), the following products are acceptable: 23.1.Hilti cp 642 firestop collar 23.2.Hilti cp 643 firestop collar 23.3.Hilti cp 645 wrap strips 24.Materials used for complex penetrations made to accommodate cable trays, multiple steel and copper pipes, electrical busways in raceways, the following products are acceptable: 24.1.Hilti cp 637 trowelable firestop compound 24.2.Hilti fs 657 fire block 24.3.Hilti cp 620 fire foam 25.Non curing, re-penetrable materials used for large size/complex penetrations made to accommodate cable trays, multiple steel and copper pipes, electrical busways in raceways, the following products are acceptable: 25.1.Hilti fs 657 fire block 26.Sealants or caulking materials used for openings between structurally separate sections of wall and floors, the following products are acceptable: 26.1.Hilti cp 672 speed spray 26.2.Hilti cp 601s elastomeric firestop sealant 26.3.Hilti cp 606 flexible firestop sealant 26.4.Hilti cp 604 self-leveling firestop sealant 7.84 FIRESTOPPING Project No.6408 Description Peer Review KA Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a pp ro va l a n d c omp l i a nc e to m u n ic ipa l b u i l d i ng c o de s. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE ARCADIA, CA 91007 NEW SKYLIGHTS OVER EXISTING ROOF OPENINGS Checked No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jan 22, 2025SIGNED ON PL A N C H E C K 9/17/2024 Plan Check Resubmittal GM INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 CITY APPROVAL 1/22/2025 Plan Check Resubmittal GM A0 GENERAL NOTES Z:\Shared\Documents\DWG'S\6400\08 - TSSA - Breezeway\11 Production\03 CAD\05 CDs\A\A0 General Notes.dwg 1/8"=1'-0" U.O.N Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 A2.20-1 Restrooms SCOPE There are no existing doors. Space under skylights is and will remain unconditioned. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 ELEC EL E C F M 2 LEVELS 136,384 SF M W RRM MOP FI R E R M JC JC ENGINEER OFFICE \pxqc;PNS \A 1 ; 9 0 ' - 4 " WOMEN MEN KITCHEN STORAGE ELEC.WALK-INFREEZER WALK-INREFRIG. WALK-INREFRIG. BAR SEATING AREA SEATING AREA SERVICE CORRIDOR WH DF ELECBOXES CLOTHING/STORAGEAREA CLOTHING/STORAGEAREA CLOTHING/STORAGEAREA CLOTHING/STORAGEAREA DRESSINGROOMS DRESSINGROOMS DRESSINGROOMS DRESSINGROOMS STORAGE RESTRM ADADRESSINGROOM BENCH 5" RAISEDPLATFORM DRESSINGROOM DRESSINGROOM STORAGE RESTROOM ELEC.BOXES CASHIERSDESK EMERGENCYEXIT OPENING OPENING OPENING OPENING 5" RAISEDPLATFORM EQUIPMENTROOM +/-11'-5" +/-8'-6" +/-11'-3"2X4 CLNGTILESGYPSUM CLNG. - A2 BREEZEWAY, THERE ARE NO DOORS SEPARATING INTERIOR FROM EXTERIOR PARTITION PLAN Project No.6408 Description Peer Review KA Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o wn e r 's a pp ro va l a n d c omp l i a nc e to m u n ic ipa l b u i l d i ng c o de s. THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE ARCADIA, CA 91007 NEW SKYLIGHTS OVER EXISTING ROOF OPENINGS Checked No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jan 22, 2025SIGNED ON PL A N C H E C K 9/17/2024 Plan Check Resubmittal GM INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 CITY APPROVAL 1/22/2025 Plan Check Resubmittal GM A1 A 1 EXISTING PARTITIONS TO BE DEMOLISHED EXISTING PARTITIONS TO REMAIN CEILING HEIGHT PARTITION, SEE DETAIL SLAB TO SLAB NON RATED PARTITION, SEE DETAIL 1 HOUR RATED PARTITION OR TUNNEL, GC TO VERIFY EXISTING SEE DETAILS 6" ABOVE CEILING PARTITION, SEE DETAIL LOW HEIGHT PARTITION, SEE DETAIL COLUMN LINE DESIGNATION WORK POINT/DATUM POINT DETAIL NUMBER SHEET SHEET ELEVATION NUMBER ROOM NAME REVISION DELTA 1.REFER TO 'ML" AND 'A-0' DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. 2.ALL TRADES TO INSPECT EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BIDS. CONTRACTOR TO NOTIFY DESIGNER OF ANY CONFLICTS WITH THE WORK. 3.REPAIR AND PATCH ALL SURFACES WHERE WALLS HAVE BEEN REMOVED OR SCARRED FROM DEMOLITION. 4.REPAIR AND SKIM COAT ALL EXISTING PARTITIONS TO RECEIVE NEW FINISHES. 5.CONTRACTOR TO PREPARE ALL FLOORING SURFACES TO RECEIVE NEW FINISHES. FLASH PATCH AS REQUIRED FOR SMOOTH FINISH. PATCH ALL HOLES IN THE SLAB TO MATCH EXISTING CONDITION. 6.GENERAL CONTRACTOR TO PROVIDE AND INSTALL 6" H. 20 GA. GALVANIZED SHEET METAL CONTINUOUS WALL BACKING PLATE FOR ALL MILLWORK. 7.CONTRACTOR TO REVIEW PARTITION TYPES AGAINST MECHANICAL DRAWINGS TO COORDINATE AREAS OF PLENUM AND NON-PLENUM CEILINGS. 8.CONTRACTOR SHALL FURR OUT AND OR REMOVE PORTIONS OF EXISTING WALL CONSTRUCTION AS REQUIRED TO INSTALL NEW OUTLETS, SWITCHES, CONDUITS, PIPING, THERMOSTATS, ETC. AND REFINISH AS REQUIRED TO RECEIVE NEW FINISH. 9.EXTEND AND/OR MODIFY THE H.V.A.C., FIRE LIFE SAFETY & SPRINKLER SYSTEMS AS NEEDED TO ACCOMMODATE CURRENT CONSTRUCTION AND REVISED PARTITION CONFIGURATIONS.. 10.MECHANICAL, ELECTRICAL, PLUMBING AND FIRE LIFE SAFETY ENGINEERING SHALL BE DESIGN BUILD, AND G.C. MUST INCLUDE ENGINEERING COSTS IN THE BID. CONTACT BUILDING MANAGEMENT REGARDING LIST OF MANDATORY/ SUGGESTED SUB-CONTRACTORS AND BUILDING STANDARDS. 11.ALL LOCKSETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH BUILDING REQUIREMENTS. CODES AND/OR KEYS ARE TO BE DELIVERED TO TENANT PROPERTLY TESTED AND/OR TAGGED. THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH BUILDING MANAGEMENT UNLESS OTHERWISE NOTED. 12.USE USG MOLD TOUGH SHEETROCK WHERE PARTITIONS ARE SUBJECT TO MOISTURE OR WATER. INSTALL ( ) SHEET 4X8, ¾" THICK, FIRE TREATED PLYWOOD BACKBOARD FOR TENANT PHONE AND DATA SYSTEMS. PAINT TWO COATS TO MATCH ADJACENT WALL COLOR. RATING STAMP TO REMAIN EXPOSED. PROVIDE AND INSTALL ¼" COPPER LINE WITH SHUT-OFF-VALVE TO TENANT PROVIDED REFRIGERATOR WITH ICE-MAKER. COORDINATE THIS NOTE WITH PLUMBING SCHEDULE FOR WALL MOUNTED MONITORS LARGER THAN 65" PROVIDE 2 ROWS OF 16 GAGE 6" WIDE METAL BACKING CENTERED AT 54" AND 68" AFF MIN LENGTH 48" CONNECTING TO MIN 3 STUDS UON. FIRE EXTINGUISHER CABINET USE BUILDING STD. OTHERWISE USE LARSEN'S ARCHITECTURAL SERIES, PAINTED STEEL VERTICAL DUO PAINT TO MATCH PARTITION WITHOUT LOCK RECESSED 2409-R1, R.O. 1012" W X 5 1/4"D X 25" H watch the required depth SEMI-RECESSED 2409-R3 , R.O. 10 12" W X 3" D X 25" H works on any NON RATED partition WITH 2A-10BC FIRE EXTINGUISHER WITH SFM TAG.. VERIFY LOCATION AND COUNTS WITH FIRE INSPECTOR PRIOR TO CLOSING WALLS PARTITION NOTES SECTION DESIGNATION SHEET 2 HOUR RATED PARTITION, SEE DETAIL GLASS PARTITION, SEE ELEVATIONS DOOR NUMBER HARDWARE PER SCHEDULE DOOR TYPE PER SCHEDULE D h000 FEC 1 2 3 FURR OUT OR INCREASE SIZE OF STUDS TO ALLOW PLUMBING -- PARTITION KEYNOTES EQUIPMENT SYMBOLS 00 OFFICE ROOM NUMBER SQUARE FOOTAGE PARTITIONS DOOR, FRAME AND HARDWARE TYPES SCALE 1/8" = 1'-0"1 4 PARTITION PLAN Z:\Shared\Documents\DWG'S\6400\08 - TSSA - Breezeway\11 Production\03 CAD\05 CDs\A\A1-1 Construction Plan.dwg SCALE 1/8"=1'-0" U.O.N SIGNAGE REFER TO SHEET A-5 EGRESS AND SIGNAGE PLAN FOR SIGNAGE SPECIFICATIONS AND LOCATIONS. WORK POINT/DATUM POINT STUD MOUNTED RECESSED COUNTER BRACKETS FLAG IDENTIFIES PARTITION TYPE 1 1 A9-1 2 A9-1 3 A9-1 4 A9-1 -- A9-1 9 A9-1 2 3 4 17 P A6-1 - A9-1 A6-1 01 02 1 A9-1 5 A9-1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 NOTE: DROPPED WHITE BOX CEILING 4' - 1 1 " 4' - 11" 0' - 2" X 0' - 8"13' - 5" HT. 5' - 8 " 33' - 2"2' - 8"32' - 2"2' - 8"9' - 0"23' - 8"?2' - 8" 16' - 11" 5' - 3 " 5' - 6 " 18' - 2" 5' - 7" ? 12' - 7 " ? 22' - 4" 82 ' - 2 " ? 21' - 1" 32' - 9"? 20' - 0"0' - 10" 6' - 10" 11 ' - 1 0 " 25 ' - 1 0 " ? 25 ' - 7 " 30 ' - 6 " 11 ' - 1 0 " 19 ' - 3 " 6' - 9 " 5' - 4" 18 ' - 0 " ? OPEN ABOVE +18' - 0" C.H. ALL THE WAY SPEAKER ROUND VENT CLUSTER PENDANT LIGHT PENDANT LIGHT TRACK LIGHT SMALL PENDANT LIGHT WHITE BOX 19'- 5 " 17' - 1 " 17' - 5 " 18'-4" SC H E D U L E D H E I G H T 3'-0" EQ EQ AS HIGH AS POSSIBLE TO NEAREST OBSTRUCTION THROUGHOUT SPACE. USE THIS ELEVATION TO ALIGN ALL GRILLS. 30" MIN WIDE GRILL PRIMED AND PAINTED SEMI GLOOS TO MATCH PARTITION. REFLECTED CEILING PLAN Project No.6408 Description Peer Review KA Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o w n e r 's a pp r o v a l a n d co mp l i a nc e to m u nicip a l b u i l ding c ode s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE ARCADIA, CA 91007 NEW SKYLIGHTS OVER EXISTING ROOF OPENINGS Checked No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jan 22, 2025SIGNED ON 9/17/2024 Plan Check Resubmittal GM INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 1/22/2025 Plan Check Resubmittal GM A2 --- REFLECTED CEILING NOTES REFLECTED CEILING KEY NOTES REFLECTED CEILING PLAN SYMBOLS 1.SEE 'ML' AND 'AO' DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. 2.ALL CEILING SYSTEMS AND FIXTURES ARE TO BE SUPPORTED AND BRACED AS REQUIRED BY LOCAL CODES. 3.ALL SPACES WITH MORE THAN ONE 2 LAMP FIXTURE, MORE THAN 100 SF OR GREATER THAN 0.5 W/SF MUST HAVE DIMMING, CONTINUOUS OR STEP DEPENDING ON TYPE OF LAMP CONTROL. STAIRWELLS, CORRIDORS, WAREHOUSE AND LIBRARY STACKS MUST HAVE OCCUPANCY SENSORS TO TURN OFF 50% OF THE LIGHTING WHEN UNOCCUPIED. 4.AUTOMATIC DAYLIGHT CONTROL IS REQUIRED; PROVIDE DAYLIGHT SENSORS IN ALL PRIMARY AND SECONDARY SIDE-LIT AREAS WITH A DIGITAL LINK TO THE DIMMING BALLASTS IN THE ZONES TO AUTOMATICALLY CONTROL THE LIGHTS. 5.REFER TO MEP DRAWINGS FOR RELOCATION OR RECONFIGURATION OF EXISTING BUILDING RISERS, DUCTS OR PIPING IN RENOVATED AREAS. 6.RE-WORK/ADD HVAC AS REQUIRED PER DESIGN-BUILD ENGINEERING DRAWINGS. 7.CONTRACTOR TO RE-USE EXISTING HVAC AND REDISTRIBUTE AND ADD NEW AS REQUIRED FOR NEW LAYOUT, CODES AND BUILDING STANDARD.REFER TO MECHANICAL DRAWINGS. 8.AT CONDITIONS OF INTERFERENCE BETWEEN DUCTWORK AND LIGHT FIXTURE OR OTHER DEVICES, PROVIDE NECESSARY MEASURES TO ACCOMMODATE FIXTURES. 9.ALL CEILING MOUNTED DEVICES; SENSORS, FIRE LIFE SAFETY ETC. TO BE WHITE. 10.REWORK EXISTING FIRE/LIFE/SAFETY DEVICES AND PROVIDE NEW AS REQUIRED TO COMPLY WITH BUILDING STANDARD, LOCAL CODE AND NEW LAYOUT. THIS WORK SHALL BE FILED UNDER SEPARATE PERMIT. 11.RE-WORK EXISTING SPRINKLER SYSTEM AS REQUIRED. THIS WORK TO BE FILED UNDER SEPARATE PERMIT. PROVIDE CONCEALED HEADS IN AREAS OF GYP. BOARD CONSTRUCTION. 12.REPLACE MISSING OR DAMAGED/STAINED SPRINKLER COVERS THROUGHOUT SUITE. * MATCH EXISTING LAMP APPEARANCE CLASSIFICATION. IF NEW THROUGHOUT ALL LAMPS SHALL HAVE CRI OF MIN 80 + 3500K ( 835) CLASSIFICATION. REFLECTED CEILING PLAN SYMBOLS +00'-00"CEILING HEIGHT FROM FINISH FLOOR J CEILING J-BOX EXHAUST FAN GRID START POINT POWER POLE SPEC EXISTING RELOCATE SPECIFICATIONDEMONEW SPEC SPEC SPEC SPECIFY HEIGHT SPECIFY HEIGHT IF SUSPENDED SPECIFY HEIGHT A B C D F G H J K L M CALIFORNIA GREEN BUILDING CODE MANDATORY REQUIREMENTS 1.Refer to sheet 0G-1 for checklists and tables for environmental quality requirements. 2.Gc to document construction waste diversion of minimum of 50 %. 3.Gc to perform and document testing and balancing per items 21 through 27 of green requirements of ladbs form grn10. 4.A final report for the testing and adjusting of all new systems shall be completed prior to final approval by the field inspector. This report shall be signed by the individual responsible for performing these services. 5.An operation, commissioning & systems manual shall be provided to the field inspector at the time of final inspection. 6.All duct and other related air distribution component openings shall be covered with tape, plastic, or sheetmetal until the final startup of the heating and cooling equipment. 7.The building shall meet or exceed the provisions for mechanical ventilation of section 1203 of the los angeles building code. (5.504.7, 10.504.7) 8.Buildings that use demand control ventilation shall have co2 sensors and ventilation controls installed in accordance with the requirements of the current edition of the california energy code, ccr, title 24, part 6, section 121(c). E D RE N JUNO LED DOWNLIGHT; IC22LEDG3 12.3 W ATT @277V 3500K WITH 27C WH WHITE TRIM WITH CLEAR ALZAC AND COMPATIBLE DIMMER. OR EQUAL JUNO LED WALL WASHER; IC22LEDG3 12.3 W ATT @277V 3500K WITH 262G3W-WH WHITE TRIM AND COMPATIBLE DIMMER. OR EQUAL RETURN AIR GRILLS AT OPEN CEILINGS FLUORESCENT WALL SCONCE P Q SELF-ILLUMINATED EXIT SIGN, CEILING ORWALL MOUNTED (ARROW SHOWS ROUTE TO LEGAL EXIT) VERIFY LOCATIONS AND COUNTS WITH FIRE INSPECTOR. SEE NOTE 3.24 ON A-0 SHEET FOR ADDITIONAL INFO. AC-E UC-E E E E E AC-D UC-D D D D D E D RE RE RE RE RE AC-RE UC-RE RE RE RE RE RE AC UC N E D RE SCALE 1/8" = 1'-0"1 SCALE 1/8" = 1'-0"2 Existing open exposed ceilings to remain. Remove all unused existing conduit, cabling, ties and attachments at ceiling. Patch and prep as required. Slab to slab ceiling height is ???? all ducting and conduit should be installed at 90 degree angles, be neat in appearance, and prepped and painted white to match existing. Clear all items of fabrication marks. Return air grilles are to be rectangular, white and placed as high as possible and centered above doors. Use consistent grill height throughout suite. Sprinklers heads to be at consistent heights and locations throughout suite. Re-work sprinklers as required. Circular diffusers at open ceiling areas to be aligned throughout. Provide plan for klawiter review. Remove existing light fixtures throughout, u.N.O. SPEC SPEC LUM-TECH; LEDH-555-26W-30-UZTD 0-10V DIMMING 120-277V LEDQT-535R-HC 6", 3000K, WHITE TRIM, WHITE RING AND COMPATIBLE DIMMER. OR EQUAL CABINET LIGHTING INSPIRE V5 SPEC LED TAPE LIGHT WITH ANGLED CHANNEL AND FROSTED LENS 1316'X1316" INSTALL IN CONTINUOUS ROWS. CONCEAL POWER FEED INSIDE CABINET REFLECTED CEILING PLAN Z:\Shared\Documents\DWG'S\6400\08 - TSSA - Breezeway\11 Production\03 CAD\05 CDs\A\A2 Reflected Ceiling Plan.dwg SCALE 1/8"=1'-0" U.O.N NEW EXISTING SUSPENDED ACOUSTICAL CEILING GRID SPEC NEW EXISTING ACOUSTICAL TILE SPEC S T MATCH EXISTING LAMP APPEARANCE CLASSIFICATION. IF NEW THROUGHOUT ALL LAMPS SHALL HAVE CRI OF MIN 80 + 3500K ( 835) CLASSIFICATION. 'E' DENOTES ITEM TO REMAIN, 'RE' DENOTES EXISTING ITEM'S RELOCATED LOCATION, "N" DENOTES A NEW FIXTURE. ALL FIXTURES TO BE ON COMPATIBLE DIMMERS. 1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 22' - 7" 28 ' - 1 0 " 6" X 6" 8" THICK 6" THICK 3'-6" LHT. 6'-7" HHT. 9' - 3" 15' - 3" 19' - 7 " 17' - 5 " 3'-11" LHT. 6'-1" HHT. 8" THICK 6" THICK 6" THICK 6'-4" HHT. 3'-9" LHT. 19' - 7" 17' - 5 " 26 ' - 1 1 " EXISTING CURBS TO REMAIN EXISTING CURBS TO REMAIN ROOF PLAN Project No.6408 Description Peer Review KA Owner Approval Tenant Approval Date Date DateNo.Issues and Revisions All drawings and written specifications appearing on this document,may not be duplicated orusedwithoutpriorwrittenconsentoftheowner.Construction drawings are subject to o w n e r 's a pp r o v a l a n d co mp l i a nc e to m u nicip a l b u i l ding c ode s . THE SHOPS AT SANTA ANITA 400 S BALDWIN AVE ARCADIA, CA 91007 NEW SKYLIGHTS OVER EXISTING ROOF OPENINGS Checked No. C 21600 LIC E N S E D ARCHIT E C T GUIL L E R MO MO N T E R S T ATEOFCA L I F O R NIAR E N.4 -3 0 -2 5 Jan 22, 2025SIGNED ON 9/17/2024 Plan Check Resubmittal GM INTERIOR ⁄ PLANNING / DESIGN 626 WILSHIRE BLVD. SUITE 555 LOS ANGELES, CA 90017 1/22/2025 Plan Check Resubmittal GM A2.1 --- REFLECTED CEILING NOTES REFLECTED CEILING KEY NOTES 1.SEE 'ML' AND 'AO' DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. 2.ALL CEILING SYSTEMS AND FIXTURES ARE TO BE SUPPORTED AND BRACED AS REQUIRED BY LOCAL CODES. 3.ALL SPACES WITH MORE THAN ONE 2 LAMP FIXTURE, MORE THAN 100 SF OR GREATER THAN 0.5 W/SF MUST HAVE DIMMING, CONTINUOUS OR STEP DEPENDING ON TYPE OF LAMP CONTROL. STAIRWELLS, CORRIDORS, WAREHOUSE AND LIBRARY STACKS MUST HAVE OCCUPANCY SENSORS TO TURN OFF 50% OF THE LIGHTING WHEN UNOCCUPIED. 4.AUTOMATIC DAYLIGHT CONTROL IS REQUIRED; PROVIDE DAYLIGHT SENSORS IN ALL PRIMARY AND SECONDARY SIDE-LIT AREAS WITH A DIGITAL LINK TO THE DIMMING BALLASTS IN THE ZONES TO AUTOMATICALLY CONTROL THE LIGHTS. 5.REFER TO MEP DRAWINGS FOR RELOCATION OR RECONFIGURATION OF EXISTING BUILDING RISERS, DUCTS OR PIPING IN RENOVATED AREAS. 6.RE-WORK/ADD HVAC AS REQUIRED PER DESIGN-BUILD ENGINEERING DRAWINGS. 7.CONTRACTOR TO RE-USE EXISTING HVAC AND REDISTRIBUTE AND ADD NEW AS REQUIRED FOR NEW LAYOUT, CODES AND BUILDING STANDARD.REFER TO MECHANICAL DRAWINGS. 8.AT CONDITIONS OF INTERFERENCE BETWEEN DUCTWORK AND LIGHT FIXTURE OR OTHER DEVICES, PROVIDE NECESSARY MEASURES TO ACCOMMODATE FIXTURES. 9.ALL CEILING MOUNTED DEVICES; SENSORS, FIRE LIFE SAFETY ETC. TO BE WHITE. 10.REWORK EXISTING FIRE/LIFE/SAFETY DEVICES AND PROVIDE NEW AS REQUIRED TO COMPLY WITH BUILDING STANDARD, LOCAL CODE AND NEW LAYOUT. THIS WORK SHALL BE FILED UNDER SEPARATE PERMIT. 11.RE-WORK EXISTING SPRINKLER SYSTEM AS REQUIRED. THIS WORK TO BE FILED UNDER SEPARATE PERMIT. PROVIDE CONCEALED HEADS IN AREAS OF GYP. BOARD CONSTRUCTION. 12.REPLACE MISSING OR DAMAGED/STAINED SPRINKLER COVERS THROUGHOUT SUITE. * SCALE 1/8" = 1'-0"1 ROOF PLAN Z:\Shared\Documents\DWG'S\6400\08 - TSSA - Breezeway\11 Production\03 CAD\05 CDs\A\A2 Reflected Ceiling Plan.dwg SCALE 1/8"=1'-0" U.O.N 1 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 ATTENTION: JOB NO: DATE: TO:RE: PH: WE ARE SENDING YOU: SAMPLES THESE ARE TRANSMITTED AS CHECKED BELOW: FOR REVIEW AND COMMENT REMARKS: COPY TO: SIGNED: If enclosures are not as noted, kindly notify us at once License Number 139335 Phone: 310-354-0030 Fax: 310-523-5803 TRANSMITTAL Bryan Allen 6882 05.22.2025 AS REQUESTED THE FOLLOWING ITEMS: ATTACHED UNDER SEPARATE COVER VIA 818.201.8144 Skylights - Updated shop drawings stamped 1 SPECIFICATIONS OTHER SEPIAS 1 12-38 SHOP DRAWINGS 1-11 COPY OF LETTER COPIES SHEET NO. Skylights - Updated Calculations Stamped FOR YOUR USEFOR APPROVAL Raymond L .Ledesma Raymond L. Ledesma METCOE SKYLIGHT SPECIALTIES 1715 West 135Th St., Gardena, CA 90249 Interscape Construction, Inc. 2047 Montrose Ave Montrose, CA 91020 The Shops at Santa Anita PRINTS BROCHURES/CATALOGS DESCRIPTION PLANS REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. THE SHOPS AT SANTA ANITA SECTION 2405.2 ALLOWABLE GLAZING MATERIALS AND LIMITATIONS. PER 2022 CALIFORNIA BUILDING CODE, CHAPTER 24 THE SINGLE LIGHT OR LAYER SHALL BE LAMINATED GLASS WITH A MINIMUM 30-MIL (0.76 MM) POLYVINYL BUTYRAL Department of Building and Safety Certificate of Approval FABRICATOR LICENSE NUMBER FB03011 METCOE SKYLIGHTS SPECIALTIES IS A CITY OF LOS ANGELES APPROVED FABRICATOR5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS. CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY AND DESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 PARTIALLY 19210 S. Vermont Ave., Bldg. B, Suite 210, Gardena, CA 90248 | 310.323.9924 | structuralfocus.com THE SHOPS AT SANTA ANITA - BREEZEWAY SKYLIGHT April 28, 2025 Structural Focus Project #23171 400 S. BALDWIN AVENUE ARCADIA, CA 91007 PLAN CHECK RESUBMITTAL #06 STRUCTURAL CALCULATIONS Page 1 of 38 May 1, 2025 Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 TABLE OF CONTENTS Project Description and Scope….......................................................................................................................................................Section A ( page ) Existing Member Analysis….......................................................................................................................................................Section B ( page ) New Member Design….......................................................................................................................................................Section C ( page ) Skylight Uplift Check….......................................................................................................................................................Section D ( page ) 19210 S. Vermont Ave., Bldg. B, Suite 210, Gardena, CA 90248 | 310.323.9924 | structuralfocus.com Page 2 of 38 3 5 25 32 SECTION A PROJECT DESCRIPTION AND SCOPE Page 3 of 38 PROJECT NARRATIVE & DESIGN CRITERIA STRUCTURAL SCOPE OF WORK DESIGN CRITERIA: CODES, STANDARDS, & REFERENCES USED ● 2022 California Building Code (CBC) ● 2022 California Exis ng Building Code (CEBC) ● ASCE 7-16 Minimum Design Loads and Associated Criteria for Buildings and other Strucures ● AISC 360-16 Specifica on for Structural Steel Buildings STRUCTURAL SCOPE OF WORK This supplemental structural calculation package is intended to revise previous calculations using an enclosure classification of 'Partially enclosed buildings', corresponding with an internal pressure coefficient for wind, GCpi, of ±0.55. •Analyze existing skylight supporting members for new skylight loading. •Analyze existing skylight walls on roof for new skylight loading. •Design new HSS members to support skylight walls on roof for out of plane loading. •Check new skylight supports for uplift loading. EXISTING STRUCTURE DESCRIPTION •The Shops at Santa Anita has three (3) existing skylight openings in the breezeway area outside of Nordstroms. The existing roof structure consists of bare metal deck supported on structural steel beams. Two (2) of the three (3) openings are to be infilled to enclose the skylight area. Page 4 of 38 SECTION B EXISTING MEMBER ANALYSIS Page 5 of 38 ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-16 Latitude:34.058307 Risk Category:II Longitude:-118.419023 Soil Class:D - Default (see Section 11.4.3) Elevation:0 ft (NAVD 88) Wind Results: Wind Speed 94 Vmph 10-year MRI 65 Vmph 25-year MRI 71 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Tue Sep 26 2023 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://asce7hazardtool.online/Tue Sep 26 2023 Page 6 of 38 PROJECT The Shops at Santa Anita - Breezeway Skylight DATE 4/29/2025 PROJECT NUMBER 23171 SECTION BY AMA CHECKED BY PAGE OF SUBJECT Wind Loading WIND LOADING WIND ANALYSIS PER ASCE7-16 CHAPTER 30 - COMPONENTS AND CLADDING Velocity Pressure Kz 0.62 Velocity pressure coefficient at roof height per Table 26.10-1 B Kzt 1.0 Topography factor per Figure 26.8-1 19.5 Kd 0.85 Wind directionality factor per Table 26.6-1 Ke 1.0 Ground elevation factor per Table 26.9-1 V 94.0 mph Wind speed per Figures 26.5-1A-D qh 19.2 *Kz Velocity pressure per Equation 26.10-1 qh 11.9 psf Velocity pressure at roof height per Equation 26.10-1 qh 19.2 *Kz Velocity pressure per Equation 26.10-1 ±GCpi 0.55 Internal pressure coefficient per Table 26.13-1 Wall Wind Pressure per Figure 30.3-1 & Eqn 30.3-1 Height of Evaluation, z (ft) Velocity Pressure Coefficient, Kz Velocity Pressure, qz (psf) Effective Wind Area, Ae (ft2) Positive External Pressure Coefficient, +GCp Negative External Pressure Coefficient, -GCp Maximum Positive Wind Pressure, +p (psf) Maximum Negative Wind Pressure, -p (psf) 19.5 0.62 11.9 10.0 1.00 -1.40 18.5 -23.2 qh 11.9 psf Velocity pressure per Equation 26.10-1 ±GCpi 0.55 Internal pressure coefficient per Table 26.13-1 Roof Wind Pressure per Figures 30.3-2A-I & Eqn 30.3-1 Effective Wind Area, Ae (ft2) Positive External Pressure Coefficient, +GCp Negative External Pressure Coefficient, -GCp Maximum Positive Wind Pressure, +p (psf) Maximum Negative Wind Pressure, -p (psf) 97.5 0.20 -0.90 8.9 -17.3 193.4 0.20 -0.78 8.9 -15.8 Wind Pressure on Roof Roof Zone Worst Case Truss Skylight HSS Exposure Category (Section 26.7): Roof Height Above Ground Level, z (ft): Structure Type: Buildings: Components & Cladding Wind Pressure on Walls Wall Zone Skylight Wall Stud 19210 S. Vermont Ave., Bldg. B, Suite 210 Gardena, CA 90248 | 310.323.9924 | structuralfocus.com Page 7 of 38 NEW SKYLIGHT WALL PRESSURE, SKYLIGHT UPLIFT PRESSURE, AND ROOF (TRUSS) PRESSURE CALCULATED USING GCpi = ± 0.55 PROJECT DATE PROJECT NO. BY REF. Page 4 of 29Page 8 of 38 MEMBER SIZES N.T.S. NOTE: MEMBER SIZES HAVE BEEN CONFIRMED IN FIELD. N The Shops at Santa Anita 08/18/2023 23171 AMA Member Sizes PROJECT DATE PROJECT NO. BY REF. Page 5 of 29Page 9 of 38 TRUSS CUT LOCATIONS N.T.S. N NOTE: TRUSS CUT LOCATIONS HAVE BEEN CONFIRMED IN FIELD. The Shops at Santa Anita 08/18/2023 23171 AMA Truss Cut Locations PROJECT DATE PROJECT NO. BY REF. Page 6 of 29Page 10 of 38 T1 T2 T3 T4 T5 T6 T7 MEMBER LABELS N.T.S. N NOTE: BAY LABELS AT TOP. M REPRESENTS MEMBER, T REPRESENTS TRUSS. The Shops at Santa Anita 08/18/2023 23171 AMA Member Labels PROJECT DATE 4/29/2025 PROJECT NUMBER SECTION BY AMA CHECKED BY PAGE OF SUBJECT Loading DL 25.0 psf dead load from roof LL 20.0 psf live load Ws 15.0 psf weight of new skylight W+9.0 psf Positive (downward) wind pressure tw 7.0 ft tributary width of each truss wDL 175.0 plf wLL 140.0 plf wW+63.0 plf Determine Demands on Bay 1 Members Member 1 L 17.0 ft length of member L4 24.5 ft length of truss 4 PD4 2143.8 lb dead load from truss 4 @11.3' PL4 1715.0 lb live load from truss 4 @11.3'0.5/1.6 Pw 241.17 lb PW4 771.8 lb wind load from truss 4 @11.3'PL (including wind)1956.17 lb wSKY 75.0 plf distributed load from skylight, entire span Member 2 L 29.5 ft length of member L1 21.5 ft length of truss 1 L2 18.0 ft length of truss 2 L3 14.5 ft length of truss 3 PD1 1881.3 lb dead load from truss 1 @3.5' PL1 1505.0 lb live load from truss 1 @3.5'0.5/1.6 Pw 211.64 lb Pw1 677.3 lb wind load from truss 1 @3.5'PL (including wind)1716.64 lb PD2 1575.0 lb dead load from truss 2 @10.5' PL2 1260.0 lb live load from truss 2 @10.5'0.5/1.6 Pw 177.19 lb Pw2 567.0 lb wind load from truss 1 @10.5'PL (including wind)1437.19 lb PD3 1268.8 lb dead load from truss 3 @17.5' PL3 1015.0 lb live load from truss 3 @17.5'0.5/1.6 Pw 142.73 lb Pw3 456.8 lb wind load from truss 1 @10.5'PL (including wind)1157.73 lb wSKY 75.0 plf distributed load from skylight, 0' to 19.5' PM1 2.8 kip point load from member 1 @19.5', put as live load Member 3 L 29.3 ft length of member PM2 7.0 kip point load from member 2 @23.5', put as live load Member 4 L 29.3 ft length of member PM2 7.0 kip point load from member 2 @9.3', put as live load The Shops at Santa Anita - Breezeway Skylight (E) Skylight Supporting Member Analysis 23171 19210 S. Vermont Ave., Bldg. B, Suite 210 Gardena, CA 90248 | 310.323.9924 | structuralfocus.com Page 11 of 38 RAMSBEAM DOES NOT HAVE WIND LOAD CATEGORY, THEREFORE WIND LOAD HAS BEEN INCLUDED IN LIVE LOAD CATEGORY, SCALED APPROPRIATELY FOR FINAL LOAD COMBINATION. CONTROLLING LOAD COMBINATION FOR DOWNWARD WIND PRESSURE IS 1.2D + 1.6L + 0.5W. SINCE WIND IS INCORPORATED INTO LL, IT HAS BEEN SCALED BY 0.5/1.6. THE CRITICAL LOAD COMBINATION 1.2D + 1.6L IS REALLY 1.2D + 1.6L + 0.5W. PROJECT DATE 4/29/2025 PROJECT NUMBER SECTION BY AMA CHECKED BY PAGE OF SUBJECT The Shops at Santa Anita - Breezeway Skylight (E) Skylight Supporting Member Analysis 23171 Determine Demands on Bay 2 Members Member 5 L 19.3 ft length of member L3 6.5 ft length of truss 3 L4 10.2 ft length of truss 4 PD3 568.8 lb dead load from truss 3 @4' PL3 455.0 lb live load from truss 3 @4'0.5/1.6 Pw 63.98 lb Pw3 204.8 lb wind load from truss 3 @4'PL (including wind)518.98 lb PD4 889.6 lb dead load from truss 4 @10.5' PL4 711.7 lb live load from truss 4 @10.5'0.5/1.6 Pw 100.08 lb Pw4 320.3 lb wind load from truss 4 @10.5'PL (including wind)811.74 lb wSKY 75.0 plf distributed load from skylight, entire length Member 6 L 16.5 ft length of member L4 6.3 ft length of truss 4 PD4 546.9 lb dead load from truss 4 @9.3' PL4 437.5 lb live load from truss 4 @9.3'0.5/1.6 Pw 61.52 lb Pw4 196.9 lb wind load from truss 4 @9.3'PL (including wind)499.02 lb Member 7 L 25.0 ft length of member L3 6.5 ft length of truss 3 L4 10.2 ft length of truss 4 PD3 568.8 lb dead load from truss 3 @12' PL3 455.0 lb live load from truss 3 @12'0.5/1.6 Pw 63.98 lb Pw3 204.8 wind load from truss 3 @12'PL (including wind)518.98 lb PD4 889.6 lb dead load from truss 4 @22' PL4 711.7 lb live load from truss 4 @22'0.5/1.6 Pw 100.08 lb Pw4 320.3 lb wind load from truss 4 @22'PL (including wind)811.74 lb wSKY 75.0 plf distributed load from skylight, 0' to 20' PM5 1.1 kip point load from member 5 @5.3', put as live load PM6 0.7 kip point load from member 6 @20.4', put as live load Member 8 L 30.5 ft length of member PM5 2.2 kip point load from member 5 @12', put as live load PM7 3.5 kip point load from member 7 @21.5', put as live load 19210 S. Vermont Ave., Bldg. B, Suite 210 Gardena, CA 90248 | 310.323.9924 | structuralfocus.com Page 12 of 38 PROJECT DATE 4/29/2025 PROJECT NUMBER SECTION BY AMA CHECKED BY PAGE OF SUBJECT The Shops at Santa Anita - Breezeway Skylight (E) Skylight Supporting Member Analysis 23171 Member 9 L 19.5 ft length of member L6 5.9 ft length of truss 3 L7 12.75 ft length of truss 4 PD6 517.7 lb dead load from truss 6 @8.5' PL6 414.2 lb live load from truss 6 @8.5'0.5/1.6 Pw 58.24 lb Pw6 186.4 lb wind load from truss 6 @8.5'PL (including wind)472.41 lb PD7 1115.6 lb dead load from truss 7 @18' PL7 892.5 lb live load from truss 7 @18'0.5/1.6 Pw 125.51 lb Pw7 401.6 lb wind load from truss 7 @18'PL (including wind)1018.01 lb PM7 3.5 kip point load from member 7 @1.5', put as live load Member 10 L 19.0 ft length of member L6 5.3 ft length of truss 3 PD6 459.4 lb dead load from truss 6 @8.5' PL6 367.5 lb live load from truss 6 @8.5'0.5/1.6 Pw 51.68 lb Pw6 165.4 lb wind load from truss 6 @8.5'PL (including wind)419.18 lb wSKY 75.0 plf distributed load from skylight, 0' to 20' Member 11 L 30.5 ft length of member PM9 4.1 kip point load from member 9 @14.5', put as live load PM10 1.2 kip point load from member 10 @14.5', put as live load 19210 S. Vermont Ave., Bldg. B, Suite 210 Gardena, CA 90248 | 310.323.9924 | structuralfocus.com Page 13 of 38 Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:42:41 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (17.00,0.00) Beam Size (User Selected) = HSS12X6X1/4 Fy = 46.0 ksi Total Beam Length (ft) = 17.00 Mp (kip-ft) = 119.22 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 11.300 2.14 1.95 Yes No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.075 0.000 17.000 0.075 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 4.55 kips 0.90Vn = 138.91 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 24.5 11.3 0.0 1.00 0.90 107.29 Controlling 1.2DL+1.6LL 24.5 11.3 0.0 1.00 0.90 107.29 REACTIONS (kips): Left Right DL reaction 1.36 2.06 Max +LL reaction 0.65 1.30 Max +total reaction (factored) 2.67 4.55 DEFLECTIONS: Dead load (in) at 9.01 ft = -0.107 L/D = 1911 Live load (in) at 9.09 ft = -0.068 L/D = 3001 Net Total load (in) at 9.09 ft = -0.175 L/D = 1168 Page 14 of 38 DCR = 0.23 < 1 OK REACTION ON MEMBER 2 MEMBER 1 TOP FLANGE BRACED AT TRUSS CONNECTION Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:45:13 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (29.50,0.00) Beam Size (User Selected) = HSS12X6X1/4 Fy = 46.0 ksi Total Beam Length (ft) = 29.50 Mp (kip-ft) = 119.22 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 3.500 1.88 1.72 Yes No 10.500 1.58 1.44 Yes No 17.500 1.27 1.16 Yes No 19.500 0.00 2.70 Yes Yes LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.075 0.000 19.500 0.075 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 11.13 kips 0.90Vn = 138.91 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 81.5 17.5 0.0 1.00 0.90 107.29 Controlling 1.2DL+1.6LL 81.5 17.5 0.0 1.00 0.90 107.29 REACTIONS (kips): Left Right DL reaction 4.17 2.02 Max +LL reaction 3.83 3.19 Max +total reaction (factored) 11.13 7.53 DEFLECTIONS: Dead load (in) at 14.16 ft = -0.908 L/D = 390 Live load (in) at 14.60 ft = -1.119 L/D = 316 Net Total load (in) at 14.60 ft = -2.026 L/D = 175 Page 15 of 38 REACTION ON MEMBERS 3 & 4 MEMBER 2 DCR = 0.76 < 1 OK TOP FLANGE BRACED AT TRUSS CONNECTIONS, FULLY WELDED AT HSS CONNECTION Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:47:49 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (29.30,0.00) Beam Size (User Selected) = HSS12X6X3/8 Fy = 46.0 ksi Total Beam Length (ft) = 29.30 Mp (kip-ft) = 171.73 POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 23.500 0.00 7.00 Yes Yes SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 8.98 kips 0.90Vn = 208.06 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 52.1 23.5 23.5 1.67 0.90 154.56 Controlling 1.2DL+1.6LL 52.1 23.5 23.5 1.67 0.90 154.56 REACTIONS (kips): Left Right DL reaction 0.00 0.00 Max +LL reaction 1.39 5.61 Max +total reaction (factored) 2.22 8.98 DEFLECTIONS: Dead load (in) at 29.15 ft = -0.000 Live load (in) at 16.55 ft = -0.584 L/D = 602 Net Total load (in) at 16.55 ft = -0.584 L/D = 602 Page 16 of 38 MEMBER 3 DCR = 0.34 < 1 OK FULLY WELDED AT HSS CONNECTION Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:48:45 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (29.30,0.00) Beam Size (User Selected) = HSS12X6X1/2 Fy = 46.0 ksi Total Beam Length (ft) = 29.30 Mp (kip-ft) = 220.03 POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 9.300 0.00 7.00 Yes Yes SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 7.65 kips 0.90Vn = 277.21 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 71.1 9.3 20.0 1.67 0.90 198.03 Controlling 1.2DL+1.6LL 71.1 9.3 20.0 1.67 0.90 198.03 REACTIONS (kips): Left Right DL reaction 0.00 0.00 Max +LL reaction 4.78 2.22 Max +total reaction (factored) 7.65 3.55 DEFLECTIONS: Dead load (in) at 29.15 ft = -0.000 Live load (in) at 13.33 ft = -0.672 L/D = 523 Net Total load (in) at 13.33 ft = -0.672 L/D = 523 Page 17 of 38 MEMBER 4 DCR = 0.36 < 1 OK FULLY WELDED AT HSS CONNECTION Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:49:49 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (19.30,0.00) Beam Size (User Selected) = HSS12X6X1/4 Fy = 46.0 ksi Total Beam Length (ft) = 19.30 Mp (kip-ft) = 119.22 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 4.000 0.57 0.52 Yes No 10.500 0.89 0.81 Yes No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.027 0.000 19.300 0.027 0.000 2 0.000 0.075 0.000 19.300 0.075 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 3.46 kips 0.90Vn = 138.91 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 19.8 10.5 0.0 1.00 0.90 107.29 Controlling 1.2DL+1.6LL 19.8 10.5 0.0 1.00 0.90 107.29 REACTIONS (kips): Left Right DL reaction 1.84 1.59 Max +LL reaction 0.78 0.55 Max +total reaction (factored) 3.46 2.79 DEFLECTIONS: Dead load (in) at 9.65 ft = -0.145 L/D = 1601 Live load (in) at 9.55 ft = -0.065 L/D = 3539 Net Total load (in) at 9.55 ft = -0.210 L/D = 1102 Page 18 of 38 MEMBER 5 REACTION ON MEMBERS 7&8 DCR = 0.18 < 1 OK TOP FLANGE BRACED AT TRUSS CONNECTIONS Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:51:23 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (16.50,0.00) Beam Size (User Selected) = HSS12X6X1/4 Fy = 46.0 ksi Total Beam Length (ft) = 16.50 Mp (kip-ft) = 119.22 POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 9.300 0.55 0.50 Yes No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.027 0.000 16.500 0.027 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 1.09 kips 0.90Vn = 138.91 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 7.0 9.3 9.3 1.58 0.90 107.29 Controlling 1.2DL+1.6LL 7.0 9.3 9.3 1.58 0.90 107.29 REACTIONS (kips): Left Right DL reaction 0.46 0.53 Max +LL reaction 0.22 0.28 Max +total reaction (factored) 0.91 1.09 DEFLECTIONS: Dead load (in) at 8.50 ft = -0.030 L/D = 6564 Live load (in) at 8.50 ft = -0.018 L/D = 10979 Net Total load (in) at 8.50 ft = -0.048 L/D = 4108 Page 19 of 38 MEMBER 6 REACTION ON MEMBER 7 DCR = 0.07 < 1 OK TOP FLANGE BRACED AT TRUSS CONNECTION Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:53:13 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (25.00,0.00) Beam Size (User Selected) = HSS12X6X1/4 Fy = 46.0 ksi Total Beam Length (ft) = 25.00 Mp (kip-ft) = 119.22 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 12.000 0.57 0.52 Yes No 22.000 0.89 0.81 Yes No 5.300 0.00 1.10 Yes Yes 20.400 0.00 0.70 Yes Yes LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.027 0.000 25.000 0.027 0.000 2 0.000 0.075 0.000 25.000 0.075 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 5.63 kips 0.90Vn = 138.91 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 29.7 12.0 0.0 1.00 0.90 107.29 Controlling 1.2DL+1.6LL 29.7 12.0 0.0 1.00 0.90 107.29 REACTIONS (kips): Left Right DL reaction 1.68 2.34 Max +LL reaction 1.36 1.77 Max +total reaction (factored) 4.20 5.63 DEFLECTIONS: Dead load (in) at 12.63 ft = -0.319 L/D = 941 Live load (in) at 12.63 ft = -0.235 L/D = 1276 Net Total load (in) at 12.63 ft = -0.554 L/D = 542 Page 20 of 38 MEMBER 7 REACTION ON MEMBERS 8 & 9 DCR = 0.28 < 1 OK TOP FLANGE BRACED AT TRUSS CONNECTIONS, FULLY WELDED AT HSS CONNECTION Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:54:35 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (30.50,0.00) Beam Size (User Selected) = HSS12X6X1/2 Fy = 46.0 ksi Total Beam Length (ft) = 30.50 Mp (kip-ft) = 220.03 POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 12.000 0.00 2.20 Yes Yes 21.500 0.00 3.50 Yes Yes SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 5.33 kips 0.90Vn = 277.21 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 48.0 21.5 9.5 1.02 0.90 198.03 Controlling 1.2DL+1.6LL 48.0 21.5 9.5 1.02 0.90 198.03 REACTIONS (kips): Left Right DL reaction 0.00 0.00 Max +LL reaction 2.37 3.33 Max +total reaction (factored) 3.79 5.33 DEFLECTIONS: Dead load (in) at 30.35 ft = -0.000 Live load (in) at 15.71 ft = -0.624 L/D = 586 Net Total load (in) at 15.71 ft = -0.624 L/D = 586 Page 21 of 38 MEMBER 8 DCR = 0.24 < 1 OK FULLY WELDED AT HSS CONNECTIONS Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:56:06 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (19.50,0.00) Beam Size (User Selected) = HSS12X6X1/4 Fy = 46.0 ksi Total Beam Length (ft) = 19.50 Mp (kip-ft) = 119.22 POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 8.500 0.52 0.47 Yes No 18.000 1.12 1.02 Yes No 1.500 0.00 3.50 Yes Yes LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.027 0.000 19.500 0.027 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 6.49 kips 0.90Vn = 138.91 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 14.8 8.5 9.5 1.28 0.90 107.29 Controlling 1.2DL+1.6LL 14.8 8.5 9.5 1.28 0.90 107.29 REACTIONS (kips): Left Right DL reaction 0.64 1.53 Max +LL reaction 3.58 1.42 Max +total reaction (factored) 6.49 4.10 DEFLECTIONS: Dead load (in) at 9.85 ft = -0.067 L/D = 3504 Live load (in) at 9.46 ft = -0.092 L/D = 2557 Net Total load (in) at 9.46 ft = -0.158 L/D = 1480 Page 22 of 38 MEMBER 9 REACTION ON MEMBER 11 DCR = 0.14 < 1 OK TOP FLANGE BRACED AT TRUSS CONNECTIONS, FULLY WELDED AT HSS CONNECTION Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:56:57 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (19.00,0.00) Beam Size (User Selected) = HSS12X6X1/4 Fy = 46.0 ksi Total Beam Length (ft) = 19.00 Mp (kip-ft) = 119.22 Top flange braced by decking. POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 8.500 0.46 0.42 Yes No LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.027 0.000 19.000 0.027 0.000 2 0.000 0.075 0.000 19.000 0.075 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 1.84 kips 0.90Vn = 138.91 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 11.2 8.5 0.0 1.00 0.90 107.29 Controlling 1.2DL+1.6LL 11.2 8.5 0.0 1.00 0.90 107.29 REACTIONS (kips): Left Right DL reaction 1.23 1.18 Max +LL reaction 0.23 0.19 Max +total reaction (factored) 1.84 1.71 DEFLECTIONS: Dead load (in) at 9.41 ft = -0.094 L/D = 2426 Live load (in) at 9.41 ft = -0.023 L/D = 9800 Net Total load (in) at 9.41 ft = -0.117 L/D = 1944 Page 23 of 38 MEMBER 10 REACTION ON MEMBER 11 DCR = 0.10 < 1 OK TOP FLANGE BRACED AT TRUSS CONNECTION Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 09:58:29 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (30.50,0.00) Beam Size (User Selected) = HSS12X6X1/2 Fy = 46.0 ksi Total Beam Length (ft) = 30.50 Mp (kip-ft) = 220.03 POINT LOADS (kips): Flange Bracing Dist (ft) DL LL Top Bottom 14.500 0.00 5.30 Yes Yes LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.052 0.000 30.500 0.052 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 5.40 kips 0.90Vn = 277.21 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.2DL+1.6LL 71.8 14.5 16.0 1.62 0.90 198.03 Controlling 1.2DL+1.6LL 71.8 14.5 16.0 1.62 0.90 198.03 REACTIONS (kips): Left Right DL reaction 0.79 0.79 Max +LL reaction 2.78 2.52 Max +total reaction (factored) 5.40 4.98 DEFLECTIONS: Dead load (in) at 15.25 ft = -0.129 L/D = 2838 Live load (in) at 15.10 ft = -0.687 L/D = 533 Net Total load (in) at 15.10 ft = -0.816 L/D = 449 Page 24 of 38 MEMBER 11 DCR = 0.36 < 1 OK FULLY WELDED AT HSS CONNECTION SECTION C NEW MEMBER DESIGN Page 25 of 38 PROJECT DATE PROJECT NO. BY REF. Page 21 of 29Page 26 of 38 B WALL SECTIONB ROOF PLANA (N) HSS 6x2x1/8 (N) #12 CFS SCREW @12" O.C. (N) 43 GUAGE CFS ANGLE (N) HSS MEMBER (N) STEEL ANGLE W/ (N) CFS SCREWS TO (E) DECKING (E) STEEL DECKING (E) 600S162-33 CFS STUDS @16" O.C. (E) 1/2" PLYWOOD SHEATHING The Shops at Santa Anita 08/24/2023 23171 AMA Skylight Walls on Roof PROJECT DATE 4/29/2025 PROJECT NUMBER SECTION BY AMA CHECKED BY PAGE OF SUBJECT Determine Gravity Demand Wall L1 20.8 ft length of wall L2 18.6 ft length of adjacent wall hmax 4.0 ft max height of wall WWALL 5.0 psf self weight of wall Skylight WSKY 15.0 psf weight of new skylight tw 10.4 ft largest tributary width of skylight on wall s 1.3 ft spacing of CFS studs PSKY 208 lb point load from skylight on each stud Analyze Wind Per ASCE 7-16 Chapter 26- General Requirements & Chapter 30- Components and Cladding Note: Using tallest wall as windward wall for critical wind case qh 23.2 psf velocity pressure A4 52.0 ft2 zone 4 effective wind area W 1206 lb critical wind design force Analyze Earthquake per ASCE 7-16 Chapter 13- Seismic Design Requirements for Nonstructural Components Seismic Design Force SDS 1.66 g spectral acceleration per Section 11.4.5 Wp 6000.0 lb component operating weight Ip 1.0 importance factor per ASCE 7-16 Section 13.1.3 z 22.0 ft height to component point of attachment h 19.2 ft average roof height ap 1.0 component amplification factor per ASCE 7-16 Table 13.5-1 or 13.6-1 Rp 2.5 component response modification factor per ASCE 7-16 Table 13.5-1 or 13.6-1 Fpmin 2995 lb minimum seismic design force per ASCE 7-16 Section 13.3.1.1 Fpmax 15974 lb maximum seismic design force per ASCE 7-16 Section 13.3.1.1 Fp 4792 lb seismic design force per ASCE 7-16 Section 13.3.1.1 Determine Out of Plane Demand Note: Seismic governs over wind HSS Demand Fp-HSS 2396 lb seismic design force on each HSS = Fp/2 Fp-L1 115.5 plf distributed load on 20.8' HSS = FpHSS / L1 Fp-L2 129.1 plf distributed load on 18.6' HSS = FpHSS / L2 Screw Demand Fp-S 180.7 plf critical ASD distributed load on screw connectors = 0.7(Fp / L2) s 1.0 ft spacing of screws Vs 180.7 lb shear force on screw = Fps * s Design CFS Screws Note: The top screw connection at HSS is critical. The screw penetrates through 18 guage flashing and also through min. 18 guage CFS stud. Shear capacity calc is conservative assuming min 36 guage of cold formed steel and neglects the help from the other components including the 5/8" gyp board and 1/2" plywood sheathing. The bottom angle should be min 36 guage to replicate this capacity. With a 43 guage CFS angle, the shear capacity of the #12 screw is 280 lb. Vc 234.0 lb ASD shear capacity for CFS screw with 36 guage CFS connection per AISI DCR 0.77 <1 OK The Shops at Santa Anita - Breezeway Skylight Skylight Walls on Roof - Gravity & Out of Plane Demand 23171 Use #12 CFS Screws at 12" O.C. 19210 S. Vermont Ave., Bldg. B, Suite 210 Gardena, CA 90248 | 310.323.9924 | structuralfocus.com Page 27 of 38 USING UPDATED MAXIMUM WIND PRESSURE, SEISMIC STILL GOVERNS Section: 600S162-33 (50 ksi) @ 16" o.c. Single C Stud (punched) Maxo =1200.6 ft-lb 638.1 lbVa =I =1.79 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Cantilever deflection ratio determined with length of 2 x parapet and delta of parapet Flexural and Deflection Mmax (ft-lb) Mmax/ Maxo Mpos (ft-lb)Bracing (in) Ma-Brc (ft-lb) Mpos/ Ma-Brc Deflection (in)Ratio Span 0.0 0.000 0.0 None 1121.3 0.000 0.000 L/0 Distortional Buckling K-phi (lb-in/in) Lm brace (in) Ma-dist (ft-lb) Mmax/ Ma-dist Span 0.00 48.0 1025.0 0.000 Support or Pt Load Load P(lb) Bearing (in)Pa (lb) Pn (lb)Mmax (ft-lb) Intr. Value Stiffeners Required? Bending and Web Crippling R2 0.0 1.00 231.5 405.2 0.0 0.00 NO R1 0.0 1.00 231.5 405.2 0.0 0.00 NO Support or Pt Load Vmax (lb) Mmax (ft-lb) Va Factor V/Va M/Ma V + M Intr. Bending and Shear R1 0.0 0.0 0.00 0.00 0.001.00 R2 0.0 0.0 0.00 0.00 0.001.00 Combined Bending and Axial Axial Ld (lb)KyLy KtLt Max KL/r K-phi (lb-in/in) Lm Bracing (in) Allow load(lb)P/Pa Intr. ValueBracing(in) www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:CFS Studs Model:Wall Stud –1 2012 NASPEC [AISI S100-2012]Code: Page 1 of 2 Date: 08/30/2023 Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Page 26 of 29Page 28 of 38 5psf SELF WEIGHT + 200lb FROM SKYLIGHT CHECK CFS STUDS FOR GRAVITY LOADS Span 235.7(c)None 83 0.0 48.0 3089.1(c)None 0.08 0.08 Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector Connector Interaction Anchor Interaction Simpson Strong-Tie Connectors NAR20.00 0 NABy Others & Anchorage Designed by Engineer NAR10.00 235. 66666666 NABy Others & Anchorage Designed by Engineer Span/Parapet Bracing Length(in.) Design Number of Braces Pn(lb.) SUBH (Min)¹SUBH (Max)¹ MSUBH (Min)¹ Simpson Strong-Tie Wall Stud Bridging Connectors MSUBH (Max)¹ LSUBH (Min)¹ LSUBH (Max)¹ Design Method = AISI S100 Span Span N/A N/A N/A N/AN/A N/AN/A N/A 1) Values in parentheses are stress ratios. 2) Bridging connectors are not designed for back-back, box, or built-up sections. 3) Reference Notes: 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. for latest load data, important information, and general notes. www.strongtie.com www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:CFS Studs Model:Wall Stud –1 2012 NASPEC [AISI S100-2012]Code: Page 2 of 2 Date: 08/30/2023 Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Page 27 of 29Page 29 of 38 (E) CFS STUDS ARE ADEQUATE FOR GRAVITY LOADS DCR = 0.08 < 1 OK Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 08/30/23 12:20:44 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.80,0.00) Beam Size (User Selected) = HSS6X2X1/8 Fy = 46.0 ksi Total Beam Length (ft) = 20.80 Mp (kip-ft) = 12.23 LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.082 0.000 20.800 0.082 0.000 SHEAR (Ultimate): Max Vu (1.4DL) = 1.20 kips 0.90Vn = 34.58 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.4DL 6.2 10.4 20.8 1.14 0.90 11.01 Controlling 1.4DL 6.2 10.4 20.8 1.14 0.90 11.01 REACTIONS (kips): Left Right DL reaction 0.86 0.86 Max +total reaction (factored) 1.20 1.20 DEFLECTIONS: (Camber = 1-1/4) Dead load (in) at 10.40 ft = -1.615 L/D = 155 Live load (in) at 10.40 ft = -0.000 Net Total load (in) at 10.40 ft = -0.365 L/D = 684 Page 28 of 29Page 30 of 38 CHECK LONGER SPAN HSS FOR OUT OF PLANE LOAD DCR = 0.56 < 1 OK LOAD ORIENTED LIKE THIS IN RAM S BEAM. MOMENT CAPACITY CONFIRMED BY AISC TABLE 3-12 (N) HSS MEMBER IS ADEQUATE. Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 08/30/23 12:23:20 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (18.60,0.00) Beam Size (User Selected) = HSS6X2X1/8 Fy = 46.0 ksi Total Beam Length (ft) = 18.60 Mp (kip-ft) = 12.23 LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.092 0.000 18.600 0.092 0.000 SHEAR (Ultimate): Max Vu (1.4DL) = 1.20 kips 0.90Vn = 34.58 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.4DL 5.6 9.3 18.6 1.14 0.90 11.01 Controlling 1.4DL 5.6 9.3 18.6 1.14 0.90 11.01 REACTIONS (kips): Left Right DL reaction 0.86 0.86 Max +total reaction (factored) 1.20 1.20 DEFLECTIONS: (Camber = 3/4) Dead load (in) at 9.30 ft = -1.151 L/D = 194 Live load (in) at 9.30 ft = -0.000 Net Total load (in) at 9.30 ft = -0.401 L/D = 556 Page 29 of 29Page 31 of 38 CHECK SHORTER SPAN HSS FOR OUT OF PLANE LOAD DCR = 0.51 < 1 OK LOAD ORIENTED LIKE THIS IN RAM S BEAM. MOMENT CAPACITY CONFIRMED BY AISC TABLE 3-12 (N) HSS MEMBER IS ADEQUATE. SECTION D SKYLIGHT UPLIFT CHECK Page 32 of 38 PROJECT DATE PROJECT NO. BY REF. WIND UPLIFT SUPPORTING MEMBERSA UPLIFT TRIB AREA 1 FOR LONGER SPAN HSS (HSS 1) UPLIFT TRIB AREA 2 FOR SHORTER SPAN HSS (HSS 2) Page 33 of 38 The Shops at Santa Anita 11/07/2023 23171 AMA Wind Uplift Supporting Members PROJECT DATE 4/29/2025 PROJECT NUMBER SECTION BY AMA CHECKED BY PAGE OF SUBJECT Determine Velocity Pressure Per ASCE 7-16 Chapter 26 - General Requirements Risk Category II ASCE 7-16 Table 1.5-1 Exposure Category B ASCE 7-16 Section 26.7 Kz 0.64 velocity pressure coefficient per ASCE 7-16 Table 26.10-1 Kzt 1.0 topography factor per ASCE 7-16 Figure 26.8-1 Kd 0.85 wind directionality factor per ASCE 7-16 Table 26.6-1 Ke 1.0 ground elevation factor per ASCE 7-16 Table 26.9-1 V 94.0 mph wind speed +/- GCpi 0.18 external pressure coefficient per ASCE 7-16 Table 26.13-1 qh 12.3 psf velocity pressure Analyze Uplifting Wind Per ASCE 7-16 Chapter 30- Components and Cladding UPLIFT PRESSURES ON SKYLIGHT tw (ft)L (ft)+qh (psf) -qh (psf) HSS 1 9.3 20.8 9.0 -16.0 HSS 2 10.4 18.6 9.0 -16.0 Determine Demand on HSS Members Per ASCE 7-16 Chapter 2- Combinations of Loads LRFD DEMANDS ON HSS MEMBERS D (psf) 0.9D (plf)qh,max (psf)1/1.6 W (plf) HSS 1 15.0 104.6 -16.0 -93.0 HSS 2 15.0 117.0 -16.0 -104.0 The Shops at Santa Anita - Breezeway Skylight Skylight Supporting Members: Uplift Check 23171 19210 S. Vermont Ave., Bldg. B, Suite 210 Gardena, CA 90248 | 310.323.9924 | structuralfocus.com Page 34 of 38 RAMSBEAM DOES NOT HAVE WIND LOAD CATEGORY, THEREFORE WIND LOAD HAS BEEN INCLUDED IN LIVE LOAD CATEGORY, SCALED APPROPRIATELY FOR FINAL LOAD COMBINATION. CONTROLLING LOAD COMBINATION FOR UPWARD WIND PRESSURE IS 0.9D + W. SINCE WIND IS INCORPORATED INTO LL, IT HAS BEEN SCALED BY 1/1.6. DEAD LOAD HAS BEEN SCALED BY 0.9/1.2. THE CRITICAL LOAD COMBINATION 1.2D + 1.6L IS REALLY 0.9D + W. USING UPDATED MAXIMUM WIND PRESSURES PER PREVIOUS CALCULATIONS MAXIMUM UPLIFT FORCE FOR CFS SCREWS IS WITH 0.6D + 0.6 W = 0.6(10 PSF) - 0.6(16 PSF) = -3.6 PSF (CONSERVATIVELY USING 10 PSF FOR DL INSTEAD OF 15 PSF ACTUAL) -3.6 PSF (10.4 FT) = -37.4 PLF Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 15:39:26 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (20.80,0.00) Beam Size (User Selected) = HSS6X2X1/8 Fy = 46.0 ksi Total Beam Length (ft) = 20.80 Mp (kip-ft) = 12.23 LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.105 -0.093 20.800 0.105 -0.093 SHEAR (Ultimate): Max Vu (1.4DL) = 1.53 kips 0.90Vn = 34.58 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.4DL 7.9 10.4 20.8 1.14 0.90 11.01 Max - 1.2DL+1.6LL -1.2 10.4 20.8 1.14 0.90 11.01 Controlling 1.4DL 7.9 10.4 20.8 1.14 0.90 11.01 REACTIONS (kips): Left Right DL reaction 1.09 1.09 Max -LL reaction -0.97 -0.97 Max +total reaction (factored) 1.53 1.53 DEFLECTIONS: (Camber = 1-1/2) Dead load (in) at 10.40 ft = -2.055 L/D = 121 Live load (in) at 10.40 ft = 1.820 L/D = 137 Net Total load (in) at 10.40 ft = 1.265 L/D = 197 Page 35 of 38 HSS 1 GOVERNING LOAD COMBINATION FOR UPLIFT, DCR = 0.11 < 1 OKAY Gravity Beam Design RAM SBeam v3.0 Licensed to: Structural Focus 04/29/25 15:38:43 STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (18.60,0.00) Beam Size (User Selected) = HSS6X2X1/8 Fy = 46.0 ksi Total Beam Length (ft) = 18.60 Mp (kip-ft) = 12.23 LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.117 -0.104 18.600 0.117 -0.104 SHEAR (Ultimate): Max Vu (1.4DL) = 1.52 kips 0.90Vn = 34.58 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center Max + 1.4DL 7.1 9.3 18.6 1.14 0.90 11.01 Max - 1.2DL+1.6LL -1.1 9.3 18.6 1.14 0.90 11.01 Controlling 1.4DL 7.1 9.3 18.6 1.14 0.90 11.01 REACTIONS (kips): Left Right DL reaction 1.09 1.09 Max -LL reaction -0.97 -0.97 Max +total reaction (factored) 1.52 1.52 DEFLECTIONS: (Camber = 1) Dead load (in) at 9.30 ft = -1.464 L/D = 152 Live load (in) at 9.30 ft = 1.302 L/D = 171 Net Total load (in) at 9.30 ft = 0.837 L/D = 267 Page 36 of 38 HSS 2 GOVERNING LOAD COMBINATION FOR UPLIFT, DCR = 0.11 < 1 OKAY (N) HSS 6x2x1/8 (N) #12 CFS SCREW @12" O.C. (N) 43 GUAGE CFS ANGLE (N) HSS MEMBER (N) STEEL ANGLE W/ (N) CFS SCREWS TO (E) DECKING (E) STEEL DECKING (E) 600S162-33 CFS STUDS @16" O.C. (E) 1/2" PLYWOOD SHEATHING CHECK FOR UPLIFT OF 35 LBS/LB #12 PULLOUT = 95# >> 0.7*35 = 24.5# D/C = 0.26 (N) #12 CFS SCREW @24" O.C. ASSUME EXISTING METAL STUD TRACK ATTACHED TO METAL DECK WITH MINIMUM #10 @ 24" O.C. FOR CONSERVATISM, RELY ON NEW CONNECTION FOR UPLIFT 124# >> 0.7*35 = 24.5# THEREFORE, UPLIFT OK. Page 37 of 38 CHECK FOR UPLIFT OF 37.4 PLF PER PREVIOUS CONSERVATIVE CALCULATION #12 PULLOUT DEMAND = 2' (37.4 PLF) = 75 LB #12 PULLOUT CAPACITY = 95 LB DCR = 0.79<1 OK DEMAND = 1' (37.4 PLF) = 37.4 LB CAPACITY = 125 LB DCR = 0.30<1 OK UPLIFT OKAY www.SSMA.com70 Copyright © 2015 by the SSMA Table Notes Allowable Screw Connection Capacity (lbs) Thickness (Mils)Design Thickness Fy Yield (ksi) Fu Tensile (ksi) #6 Screw #8 Screw #10 Screw #12 Screw ¼" Screw (Pss = 643 lbs, Pts = 419 lbs)(Pss= 1278 lbs, Pts = 586 lbs)(Pss= 1644 lbs, Pts = 1158 lbs)(Pss= 2330 lbs, Pts = 2325 lbs)(Pss= 3048 lbs, Pts = 3201 lbs) 0.138" dia, 0.272" Head 0.164" dia, 0.272" Head 0.190" dia, 0.340" Head 0.216" dia, 0.340" Head 0.250" dia, 0.409" Head Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127270.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191300.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211330.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318430.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415540.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521680.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656970.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 9361180.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067540.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752680.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948970.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,0671180.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Allowable Weld Capacity (lbs / in) Thickness (Mils)Design Thickness Fy Yield (ksi) Fu Tensile (ksi) Fillet Welds Flare Groove Welds Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663540.0566 33 45 626 1084 682 832680.0713 33 45 789 1365 859 1048970.1017 33 45 1125 1269 - 1 - 1 54 0.0566 50 65 905 1566 985 1202680.0713 50 65 1140 1972 1241 1514970.1017 50 65 1269 1269 - 1 - 1 Screw and Weld Capacities Weld Capacities Screw Capacities Table Notes 1. Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull-over capacity is based on the lesser of pull-over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull-over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. 1Weld capacity for material thickness greater than 0.10” requires engineering judgment to determine leg of welds, W1 and W2. Page 38 of 38 ATTENTION: JOB NO: DATE: TO:RE: PH: WE ARE SENDING YOU: SAMPLES THESE ARE TRANSMITTED AS CHECKED BELOW: FOR REVIEW AND COMMENT REMARKS: COPY TO: SIGNED: If enclosures are not as noted, kindly notify us at once License Number 139335 Phone: 310-354-0030 Fax: 310-523-5803 TRANSMITTAL Bryan Allen 6882 05.22.2025 AS REQUESTED THE FOLLOWING ITEMS: ATTACHED UNDER SEPARATE COVER VIA 818.201.8144 Skylights - Updated shop drawings stamped 1 SPECIFICATIONS OTHER SEPIAS 1 12-38 SHOP DRAWINGS 1-11 COPY OF LETTER COPIES SHEET NO. Skylights - Updated Calculations Stamped FOR YOUR USEFOR APPROVAL Raymond L .Ledesma Raymond L. Ledesma METCOE SKYLIGHT SPECIALTIES 1715 West 135Th St., Gardena, CA 90249 Interscape Construction, Inc. 2047 Montrose Ave Montrose, CA 91020 The Shops at Santa Anita PRINTS BROCHURES/CATALOGS DESCRIPTION PLANS REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY ANDDESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. 5/19/25 REVIEW COMPLETE - NO CORRECTION NOTED BY DATE RESUBMIT - REVISE AND CORRECT4 BR 5/22/2025 THIS REVIEW DOES NOT RELIEVE CONTRACTOR AND LICENSED DESIGN ENGINEEROF DEFERRED APPROVAL COMPONENTS FROM COMPLIANCE WITH THEREQUIREMENTS OF THE GOVERNING BUILDING CODES, DRAWINGS ANDSPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THEPERFORMANCE SPECIFICATIONS OF THE DEFERRED APPROVAL COMPONENTS.CONTRACTOR AND LICENSED DESIGN ENGINEER OF THE DEFERRED APPROVALCOMPONENTS ARE RESPONSIBLE FOR: DESIGN OF THE DEFERRED APPROVALCOMPONENTS; CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;COORDINATING THE WORK WITH THE EXISTING CONDITIONS AND WITH THAT OF ALLOTHER TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORYMANNER. THIS REVIEW DOES NOT CONSTITUTE AS A TRANSFER OF LIABILITY AND DESIGN RESPONSIBILITY FROM THE CONTRACTOR AND LICENSED DESIGN ENGINEEROF THE DEFERRED APPROVAL COMPONENTS. Working Drawing Review These Drawings have been reviewed for general design intent only. All actual field condi�ons are required to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always kept on the job site. Conditional approval as noted* *NOTE: Protect in place all existing fireproofing on steel columns and beams and patch repair any damage to maintain the fire rating. *NOTE: Protect in place utilities running through the space that service the mall or other tenants in place (including electrical, data and water line.) *NOTE: Protect in place ducting running through the space that service the mall or other tenants in place. *Contractor to hire Landlord mandatory subs including roof, fire sprinkler, fire alarm, structural engineer. Riderwood USA, Inc. Signed Fernando De Santiago Date 5/27/2025 PARTIALLY ENGINEERING ANALYSIS THE SHOPS AT SANTA ANITA GLASS PANEL ANALYSIS REPORT R9281.01-122-34-R4 THE SHOPS AT SANTA ANITA 400 S. BALDWIN AVE. ARCADIA, CA 91007 RENDERED TO: METCO SKYLIGHT SPECIALTIES 1715 W. 135TH STREET GARDENA, CA 90249 PREPARED BY: TANYA A. DOLBY, P.E. PHILIP C. HALL ARCHITECTURAL TESTING INC. 130 DERRY CT YORK, PA 17406 (717) 764-7700 ORIGINAL ISSUE DATE 10/17/24 LAST REVISED DATE 05/14/25 PAGES 25 ________________________ ________________________ Tanya A. Dolby, P.E. Philip C. Hall Manager - Engineering Services Project Engineering Page 2 of 25 SFT-BC-OP-19a TABLE OF CONTENTS TABLE OF CONTENTS ..................................................................................................................................................... 2 1 SCOPE ................................................................................................................................................................... 3 2 CODE REFERENCES ............................................................................................................................................... 3 3 REFERENCE DRAWINGS ........................................................................................................................................ 6 4 DESIGN LOADS ..................................................................................................................................................... 6 5 GLAZING ............................................................................................................................................................. 15 6 HISTORY ............................................................................................................................................................. 25 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample(s) tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. RENDERED TO: Company Name: Metcoe Skylight Specialties Address: 1715 W. 135th Street Gardena, CA 90249 Contact Person: Eric Crowell Email: ecrowell@metcoe.com Page 3 of 25 SFT-BC-OP-19a 1 SCOPE Architectural Testing, Inc., an Intertek company, was contracted by Metcoe Skylight Specialties to perform design dead, live, snow, and wind pressure analysis for the glass lites at skylights to be installed at The Shops at Santa Anita located at 400 S. Baldwin Ave., Arcadia, CA 91007. The glass lites evaluated as shown in the referenced project drawings. Intertek - ATI is acting as a specialty structural component engineer, responsible for the design of the glass lites at two skylight frames. Intertek - ATI takes no responsibility for the design of the supporting frame or structure. It is assumed that all the supporting structural elements have been designed by the project ENGINEER OF RECORD (EOR) and / or ARCHITECT OF RECORD (AOR) to withstand the forces imposed by the glazing. Intertek - ATI expects that this component submittal be reviewed by the EOR/AOR for conformance with the overall project requirements. Furthermore, this analysis does not address other system components such as the aluminum support framing system, air infiltration performance, water resistance, flashing, sealants, or water penetration for the installed product. Information included in the CODES AND REFERENCES is not the responsibility of Intertek - ATI. This information is proprietary and used for information only as an instrument to prepare the analysis calculations. Metcoe Skylight Specialties is responsible for the interpretation of the information indicated in this engineering report and its implementation into the shop drawings prepared by Metcoe Skylight Specialties. Should any discrepancy exist between the shop drawings and engineering package, this engineering package shall take precedence. 2 CODE AND REFERENCES The analyses performed satisfy the methods and requirements of the following: • 2022 California Building Code. (CBC) • SEI/ASCE 7-16 with Supplement 1, Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers, 2017 and December 12, 2018. • ASTM E1300-2016 Practice for Determining Load Resistance of Glass in Buildings. Table X6.2 from ASTM E1300-24 Referenced on Sheet 17 of 25. • GANA Glazing Manual – 50th Anniversary Edition • Saflex® DG Structural Interlayer, Product Technical Data (Reference Shear Modulus G Data below for 0.76 mm thickness) Page 4 of 25 SFT-BC-OP-19a • Laminated Glass – The effect of interlayer thickness of laminated glass strength, H. Scott Norville, Glass Research and Testing Laboratory, Texas Tech University NOTE: The shear modulus values above pertain to a 0.76 mm (0.030”) thickness PVB. Based on the paper written by H. Scott Norville, referenced above, strengths would be greater for a 1.52 mm (0.060”) thickness PVB. Reference the following sheet for the strength increase factor used for deriving a shear modulus value for the 0.060” (1.52mm) PVB thickness. G = 0.40 MPa (58 psi) @ 50o C for (1) hour load duration for 0.76 mm PVB thickness G = 0.60 MPa (87 psi) @ 50o C for (1) hour load duration for 1.52 mm PVB thickness Page 5 of 25 SFT-BC-OP-19a Page 6 of 25 SFT-BC-OP-19a 3 REFERENCE DRAWINGS • Shop Drawings-, 05/20/24, Revisions 7/18/24 (19 pages) 4 DESIGN LOADS 400 lb Concentrated Load per CAL OSHA is modeled as its own load case. Design Dead Load – Glazing Weight Density: 156 lbs cu ft Glass Weight for 1/4” glass: (156 lbs cu ft)(0.25 in/12 in) = 3.25 psf Page 7 of 25 SFT-BC-OP-19a • Glazing Weight for Design – 7 psf Design Roof Live Load (Chapter 4 - ASCE 7-16) Design Snow Load (Chapter 7 – ASCE 7-16) Page 8 of 25 SFT-BC-OP-19a Design Wind Pressure Analysis NOTE: Due to “Special Wind Region”, contacted Arcadia Building Department ((626) 574-5416) on 12/30/24. Per their building official, there are no requirements for the project site beyond a 95-mph wind speed and an exposure B. There is no unusual topography at the project site that would warrant a topography factor greater than 1.0. Page 9 of 25 SFT-BC-OP-19a The methods of ASCE 7-16 are used and based on the following conditions: Table 1 Project Criteria Project Constraints Remarks Building Location Arcadia, CA Per Shop Drawings Building Risk Category II Per Shop Drawings Mean Roof Height 39’ Per Shop Drawings Roof Angle 8.01o , 7.57o Per Shop Drawings Building Exposure Category B Per Local Code Authority Topographic Factor, Kzt 1.00 Topography is not significant (See note bottom of page 8) Wind Directionality, Kd 0.85 Components and Cladding Internal Pressure Coeff. GCpi +/- 0.55 Partially Enclosed Building Basic Wind Speed, V 95 MPH Per Local Code Authority Page 10 of 25 SFT-BC-OP-19a NOTE: Glazing analysis design will use ASD. (Allowable Stress Design) Determine applicable ASD wind pressures for sloped glazing based on 30 sq. ft. areas: 30 sq. ft. tributary area: (Reference Figure 30.3-2B for GCp on next sheet) All Roof Zones: (8.96)(+0.4 + 0.55) =…. + 9 psf (All Zones) **(10 psf) Roof Zone 1 and 2e: (8.96)(-1.8 – 0.55) =..… - 21 psf (Zone 1 and 2e) Roof Zone 2n, 2r, 3e: (8.96)(-2.4 – 0.55) =..… - 26 psf (Zone 2n, 2r, 3e) Roof Zone 3r: (8.96)(-2.8 - 0.55) =…... - 30 psf (Zone 3r) **NOTE: Section 30.2.2 of ASCE 7-16 prescribes a minimum component and cladding design wind load of 16 psf. This pressure correlates to wind loads determined using LRFD. Glazing analysis herein is based on ASD. (16 psf)(0.6) = 9.6 psf…………use 10 psf for design. Page 11 of 25 SFT-BC-OP-19a Page 12 of 25 SFT-BC-OP-19a Page 13 of 25 SFT-BC-OP-19a Page 14 of 25 SFT-BC-OP-19a Page 15 of 25 SFT-BC-OP-19a 5 GLAZING Glazing Analysis The glazing analysis is conducted using ASTM E1300 Standard Practice for Determining Load Resistance of Glass in Buildings. A summary of the glazing types is presented in the table below. Table 2 Glazing Type Summary Glazing Type Overall Layup Exterior Glazing PVB Interior Glazing G1 9/16" Laminated Glass 1/4” Heat- Strengthened *0.060” 1/4” Heat- Strengthened *Reference Saflex® PVB interlayer data The worst-case glazed panels at each elevation are summarized below in the following table. NOTE: Length of glass lites vary from 82” to 83”. Worst case of 83” modeled. Table 3 Calculated Glazing Load Resistance Elevation Glazing Type Glazing Size (width x height) Glazing Load Resistance Skylight G1 53-3/8” x 83” (4-sided support) 97 psf (long duration) Skylight G1 53-3/8” x 83” (2-sided support) 86 psf (short duration) For All Glazing Types: The calculations on pages 19 to 24 show that the worst-case glazing sizes and layups noted above have a glazing resistance that exceeds the acting load. For the evaluated glazed panels, the glazing capacity exceeds the design pressure thereby validating the glazing. NOTE: Glazing has been modeled with loads applied at 90 degrees to glass surface. Reference pages 12 to 14 for determination of imposed loads acting perpendicular to glass surface. Page 16 of 25 SFT-BC-OP-19a Page 17 of 25 SFT-BC-OP-19a Page 18 of 25 SFT-BC-OP-19a Page 19 of 25 SFT-BC-OP-19a Page 20 of 25 SFT-BC-OP-19a Page 21 of 25 SFT-BC-OP-19a Page 22 of 25 SFT-BC-OP-19a Page 23 of 25 SFT-BC-OP-19a Page 24 of 25 SFT-BC-OP-19a Page 25 of 25 SFT-BC-OP-19a 6 REVISION LOG DATE PAGES SUMMARY 10/17/24 All Original 12/03/24 1, 8-12, 17-22 Revised wind pressures based on an open structure 12/18/24 8 Noted “Partially Enclosed Building” in ASCE 7-16 wind load calculation 01/15/25 1, 4-10, 15-18 Addressed California Structural Engineer Comments and OSHA Requirements. 02/24/25 1, 10, 19-25 Updated wind pressure determination to a partially open building 05/14/25 1, 9, 10, 12-14, 22-25 Updated wind pressure determination to a partially enclosed building