Montebello City Council
November 13, 2024

SHEET NUMBER:SPECIFICATIONSASP.1
SPECIFICATIONSIV. INSTALLATION:A. Install penetration seal materials in accordance with printed instructions of the U.L. Fire ResistanceDirectory and in accordance with manufacturer's instruction.B. Seal holes or voids made by penetrations to ensure an effective smoke barrier.C. Where floor openings without penetrating items are more than four inches in width and subject totraffic or loading, install firestopping materials capable of supporting same loading as floor.D. Protect materials from damage on surfaces subject to traffic.E. Where large openings are created in walls or floors to permit installation of pipes, ducts, cable tray,bus duct or other items, close unused portions of opening with firestopping material tested for theapplication. See U.L. Fire Resistance DirectoryF. Install smoke stopping as specified for firestopping.G. Where rated walls are constructed with horizontally continuous air space, double width masonry, ordouble stud frame construction, provide vertical, 12 inch wide fiber dams for full thickness and heightof air cavity at maximum 15 foot intervals.H. Existing Conditions:1. Verify existing conditions and substrates before starting work. Correct unsatisfactory conditionsbefore proceeding.2. Proceed with installation only after penetrations of the substrate and supporting brackets havebeen installed.3. Examine penetration sealed areas to ensure proper installation before concealing or enclosingareas.4. Keep areas of work accessible until inspection by applicable code authorities.5. Perform under this section patching and repairing of firestopping caused by cutting or penetrationby other trades.I. Firestop all interruptions to fire rated assemblies, materials and components.J. Clean substrate surfaces of dirt, dust, grease, oil, loose material or other matter which may affectbonding of firestopping material.K. Remove incompatible material which may affect bond.L. Apply material in accordance with manufacturer’s instructions.M. Compress fibered material to achieve a density of [40] percent of its uncompressed density.7C. SEALANTSI. GENERAL REQUIREMENTS:A. Provide sealants, backer rod, and primer at control joints, sills, heads, jambs of window, lintels, doorframes, storefront members flashings, pavings, etc. and all other joints between dissimilar materials,provide caulking and sealants for weather and water tightness.II. SUBMITTALS:A. Submit two copies of manufacturer's specifications and installation instructions for each type of sealantto be used.B. Submit two samples of manufacturer's color selections.III. MATERIALS:A. Exterior Horizontal Joints: Dow Corning 890-SL or equal.B. Exterior Vertical Joints: Dow Corning 795 color as selected by the Architect.C. Interior Joints: Name Brand paintable waterbased sealant.D. Provide the type of joint cleaning compound recommended by the sealant manufacturer for the jointsurfaces to be cleaned.E. Provide the type of joint primer/sealer recommended by the sealant manufacturer.F. Polyethylene tape or other plastic tape as recommended by the sealant manufacturer to be applied tosealant-contact surfaces where bond to the substrate or joint filler must be avoided for performance ofsealant. Provide self-adhesive tape wherever applicable.G. Sealant Backer Rod: As recommended by sealant manufacturer.H. Joint Filler: Shall be non-extruding, resilient, and non-bituminous type conforming to ASTM D1752.IV. EXECUTION:A. Clean and prepare joint surfaces immediately before installation of sealant.B. Prime or seal the joint surfaces wherever shown or recommended by the sealant manufacturer. Donot allow primer sealer to spill or migrate onto adjoining surfaces.C. Install bond breaker tape wherever shown and wherever required by manufacturer’s recommendationsto ensure that elastomeric sealants will perform properly.D. Do not proceed with installation of liquid sealants under adverse weather conditions. Comply withsealant manufacturer’s printed instructions.E. Fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontaljoints are between a horizontal surface and a vertical surface, fill joint to form a slight cove, so thatjoint will not trap moisture and dirt.F. Install sealants to depths as recommended by the sealant manufacturer.G. Tool and neatly finish all joints.H. Clean adjustment materials which have been soiled.I. Cure and Protection: Cure sealants and caulking compounds in compliance with manufacturer’sinstructions and recommendations.7D. BATT INSULATIONI. GENERAL REQUIREMENTS:A All batt insulation shall comply with the requirements of the applicable sections of ASTM , NFPA andUL burning characteristics of building materialsB Contractor shall provide all insulation at exterior walls, interior partitions and roof as indicated ondrawings. Provide with vapor barrier as required by industry and per application. Provide withappropriate R-Value as required by code..C Provide sound insulation blankets at toilet room partitions.II. SUBMITTALS:A. Comply with "Submittals" section of the General Requirements for sample sizes, quantities andprocedures unless otherwise noted.B. Product data: Provide data on product characteristics, performance criteria and limitations.III. MATERIALS:A. Provide continuity of acoustical barrier at building enclosure elements.B. Approved Manufacturers:1. CertainTeed2. Johns Manville3. Approved equal C. Access doors for use on the vertical face of NON-RATED GWB PARTITIONS AND SOFFITS shall beINTEXFORMS, Inc., Model: APS Hinged Glassfiber Reinforced Access Panels, square corners. Sizesshall be as indicated on Drawings, or minimum required to allow access, whichever is smaller. NOSUBSTITUTIONS SHALL BE PERMITTED.

C. Batt insulation: ASTM C655; Natural cotton fiber insulation; friction fit, conforming to the following:1. Batt size: 16 inch2. Facing: Unfaced3. Flame / smoke properties: in accordance with ASTM E84.IV. INSTALLATION:A. Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation.B. Install insulation in accordance with manufacturers instructions.C. Install in walls and ceiling spaces without gaps or voids. Do not compress insulation.D. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids.E. Fit insulation tight to exterior side of mechanical and electrical services within the plane of insulation.DIVISION 8: DOORS & WINDOWS8A. DOORS & HARDWAREI. GENERAL REQUIREMENTS:A. Wood doors shall comply with all requirements of A.W.I. Quality Standards (Premium Grade), Section1300, with all wood types, standards, finishes and requirements of the Architectural Woodworkspecification. Provide hollow core wood doors, u.o.n. All wood shall be certified by the ForestStewardship Council (FSC Certified) and the Contractor shall produce documentation of such toOwner and the Architect..B. Hollow metal doors and frames shall comply with all requirements of Grade III of the Steel DoorInstitute.C. Where rated doors are indicated, provide doors with the appropriate labels.D. All hardware shall be provided by the GC or FM (should a FM be engaged).II. SUBMITTALS:A. Comply with "Submittals" section of the General Requirements for sample sizes, quantities andprocedures unless otherwise noted.B. Submit Shop Drawings or manufacturers' literature for all doors.C. Submit Shop Drawings of steel doors indicate door elevations, internal reinforcement, closure method,and cut outs for glazing, louvers and finishes if required.D. Submit complete hardware schedule and product specification immediately upon award of Contract toavoid lead-time problems.E. Submit Shop Drawings of storefront doors indicating sizes, location and hardware.F. Provide Project record documents indicating actual location of installed cylinders and their master keycode.G. Deliver at close out keys with identifying tags to Owner by security shipment direct from hardwaresupplier.H. Submit manufacturer warrant and ensure forms have been completed in Owner's name and registeredwith manufacturer.III. MATERIALS:A. Provide metal back-boxes with all strike plates.B. Hardware: See Hardware Schedule.C. Door types: See Door Schedule.D. Provide construction cores and keys at all exterior doors. Refer to Hardware Schedule for specifichardware with interchangeable cores that will be required. GC shall be responsible for installation ofthe Owner-supplied cores at turnover.IV. INSTALLATION:A. All hardware shall be tight, level, and shall operate smoothly and easily. Follow manufacturer'sinstructions for installation and adjustment.B. Floor pivots and strikes: Chip out existing slab as required and set flush with adjacent finished floor.C. Unless otherwise noted on the Drawings, door levers, pulls and push plates shall be mounted 42" oncenter above finished floor. Where multiple units of hardware occur on the same door, they shall becentered on one another.D. Provide metal back-boxes to match hardware for all strikes.E. Where floor stops cannot be located adjacent to a partition, locate 4" from hinge jamb.8B. GLASS & GLAZINGI. GENERAL REQUIREMENTS:A. Provide glass in sizes and thicknesses shown on the Drawings. If thickness is not shown, provide theminimum thickness required for sheet size and application.II. SUBMITTALS:A. Comply with "Submittals" section of the General Requirements for sample sizes, quantities andprocedures unless otherwise noted.B. Submit samples of all glazing materials (tape, sealant, etc.) that will be visible in the finishedinstallation.III. MATERIALS:A. Interior storefront glass: Tempered, in thicknesses shown on the Drawings or that are the minimumrequired for each application, whichever is greater.B. Exterior storefront glazing and aluminum windows: Monolithic clear safety glass with plastic .060 PVBinterlayer, thicknesses as required for glazing size and to meet all codes.C. Insulating glass where shown (if any). See Schedules for information.D. All exposed edges shall be polished. All other edges shall be ground.E. Tempering or other marks shall be visible only if required by building authorities having jurisdiction,and in this case only in a lower corner. No proprietary marks or tong marks shall be visible.F. Glazing tape, compounds and blocks as required and as approved by the Architect.IV. INSTALLATION:A. Provide all shims, blocks, glazing compounds and other appurtenances required for a first-classinstallation in accordance with standard trade practice.B. Glazing materials shall be neatly cut back slightly below the level of the stop.C. Clean all glass and remove all labels at completion of work.D. Install top and bottom glazing channels, layout corners accurately with angles indicated.E. Coordinate work with concealed framing and bracing to ensure proper interface and support.F. Prevent direct metal to glass contact.G. Dissimilar metals:1. When aluminum components come into contact with dissimilar metals, surfaces shall be kept fromdirect contact by painting the dissimilar metal with a heavy coat of a proper black primer., unlessotherwise noted.2. When aluminum components come into contact with cement or lime mortar, exposed aluminumsurfaces shall be painted with heavy-bodied bituminous paint., unless otherwise noted. 8C. ACCESS DOORSI. GENERAL REQUIREMENTS:A. Provide access doors where shown on the Drawings and where required by authorities havingjurisdiction.B. Except as shown on the Drawings, no access doors shall be installed without the written permission ofthe Architect.C. No access doors shall be installed at the sales floor ceiling or walls without notification to the Architectbefore installation.II. SUBMITTALS:A. Comply with "Submittals" section of the General Requirements for sample sizes, quantities andprocedures unless otherwise noted.B. Submit the size and location of each proposed access door on a reproducible print of the ArchitecturalReflected Ceiling Plan. No access doors shall be installed until such a submittal is approved.III. MATERIALS:A. Access doors for use in NON-RATED GWB CEILINGS AND SOFFITS shall be INTEXFORMS,Inc., Model: APS "Lift & Shift" Glass Fiber Reinforced Access Panels, square corners. Sizesshall be indicated on Drawings, or minimum required to allow access, whichever is smaller. NOSUBSTITUTIONS SHALL BE PERMITTED.B. Access doors for use in FIRE-RATED GWB CEILINGS shalll be ACUDOR, Inc., Model: FW-5050-DWFire Rated Insulated Access Door. (Mininum rating as required by code). Sizes shall be as indicatedon Drawings or minimum required to allow access, whichever is smaller. NO SUBSTITUTIONSSHALL BE PERMITTED.D. Access doors for use on the vertical face of FIRE RATED GWB PARTITIONS AND SOFFITS shall beACUDOR, Inc., Model: FW-5050-DW Fire Rated Insulated Access Door, minimum rating as requiredby code. Sizes shall be as indicated on Drawings, or minimum required to allow access, whichever issmaller. NO SUBSTITUTIONS SHALL BE PERMITTED.IV. INSTALLATION:A. Install access doors in approved locations only.B. Install perfectly flush with adjacent surface. Tape into drywall. Keep reveal clean between door andframe. See manufacturer's guidelines for approved fasteners, blocking and finishing requirements.8D. METAL AND GLASS STOREFRONTI. GENERAL REQUIREMENTS:A. This section includes glass hardware, installation of tempered all glass doors and fixed glassstorefront.B. Arrange for the fabrication, finishing and installation of all storefront work by a single reputable firm. Ifthe fabricator sub-contracts the finishing and/or installation, he must provide a full-time representativeto direct the work. The glass manufacturer and installer shall be engaged in the tempered glassmanufacturing and installation for at least five (5) years.C. Protect doors and glazing materials during delivery, storage and handling to comply withmanufacturers' directions and as required to prevent damage to the glass and hardware.D. Safety Glazing Standard: 1/2" tempered glass must meet standards specified in ANSI Z97.1 CPSC 16CFR 1201, ASTM C 1036, and ASTM C 1048.E. Manufacturer's Special Project Warranty on glass doors: Provide written warranty signed by thefabricator of the glass doors and glass door systems agreeing to furnish within a five (5) year warrantyperiod replacements for those doors that develop manufacturing defects. Manufacturing defects aredefined as any defect materially obstructing vision through the glass, and any mechanical failure ofhardware which prevents the proper operation of the doors and appropriate installation.F. Refer to Miscellaneous Metals section for related materials and information.II. SUBMITTALS:A. Comply with "Submittals" section of the General Requirements for sample sizes, quantities andprocedures unless otherwise noted.B. Submit fully dimensioned Shop Drawings for all work of this section. Shop Drawings shall clearlydepict and distinguish between shop and field connections. Shop Drawings shall show the detailsof layout and installation. Show gauges, clip angles, fasteners, and welds. Submit cut sheets for allhardware.C. Submit samples of all finishes applied to metal. All finishes shall be shop-applied.D. Submit samples of all glass to be used at storefront.E. Resubmit above samples until approved by the Architect.III. MATERIALS:A. Storefront glass doors and hardware shall be as specified on the Door and Hardware schedules.Hardware shall comply with 1/2" tempered glazing safety glazing standard. See Section 8B Glass andGlazing and Finish Legend for specifications. See Drawings for additional information.B. Provide integrated lock with round cylinder.. See Hardware Schedule for specification.C. Metal and glass storefront system shall be as specified on the Drawings.D. Safety Glazing Standard for Glass and Metal Doors and Glass and Metal Storefront: Provide fullytempered glass, Kind FT, which complies with ASTM C 1036 and ASTM C 1048 requirements,including those indicated by reference to type, class, quality. See Finish Schedule for additionalinformation.E. Sizes: Fabricate glass to size required for openings indicated, with edge clearances and tolerancescomplying with recommendations of glass manufacturer. Provide glass types and thickness asindicated on Drawings.F. Hardware is as specified on the Hardware Schedule and as specified on the Drawings.IV. FABRICATION & INSTALLATION:A. All holes, notches, etc. shall be drilled or cut in the glass prior to tempering.B. Inspection: Door, metal storefront and glass installer to inspect work of framing erector for compliancewith manufacturing and installation tolerance, including those for size, plumb and squareness.Whenever possible, take field measurements prior to approving Shop Drawings to ensure proper fittingof the storefront systems. Examine top support, and anchorages for structural adequacy. Report anyconditions that may adversely affect the installation or performance of the storefront systems to theOwner or Architect.C. Installation: Comply with printed installation instructions of storefront system(s) manufacturer.D. Protection and Cleaning: Protect glass doors and storefront systems from contact with contaminatingsubstances resulting from construction operations. If, despite such protection, contaminatingsubstances do come in contact with glass or hardware, remove immediately by method recommendedby manufacturer. Wash glass on both faces not more than 4 days prior to date scheduled forinspections intended to establish date of substantial completion in each area of Project.E. Whether or not shown on the Drawings, provide all fasteners, clip angles, welds, shims, supports,braces, and other appurtenances required to complete the work as shown in a rigid and structurallysound manner.F. Fully shop-finish all assemblies after fabrication. Only minor touch-up of the finish will be permitted inthe field after installation.G. Fabricate storefront so that all exposed joints are hairline. Seal all such joints so that no light is visiblethrough them. No sealant shall be visible in the finished assembly.H. Fasteners shall be equally spaced and aligned with each other as well as with the fasteners on likecomponents.I. All exposed metal shall be factory-finished.DIVISION 9: FINISHES9A. DRYWALL CEILING SUSPENSION SYSTEMI. GENERAL REQUIREMENTS:A. Suspension system shall conform to all applicable codes, including applicable seismic standardswhere they apply.II. SUBMITTALS: None unless substitutions are proposed.III. MATERIALS:A. Ceiling suspension system shall be in accordance with the details shown on the Drawings.IV. FABRICATION AND INSTALLATION:A. Install system in accordance with manufacturer’s printed instructions and with the requirementsshown on the Drawings. Directly hung components shall be suspended with not less than 12-gaugegalvanized steel wire and tightly tied with at least (3) three full turns.B. No hangers shall be attached to the metal deck.C. Provide additional hangers, reinforcing, etc. as shown on the drawing and required to support soffits,false beams, light fixtures, etc.9B. GYPSUM BOARDI. GENERAL REQUIREMENTS:A. All installations and materials shall be in accordance with the U.S. Gypsum Company's latestpublished recommendations.II. SUBMITTALS:A. Comply with "Submittals" section of the General Requirements for sample sizes, quantities andprocedures unless otherwise noted.B. Provide Manufacturer's catalog data, detail sheets, and specifications.III. MATERIALS:A. Gypsum wall board (GWB) shall be 5/8" thick firecode (Type X) unless otherwise indicated, withtapered edges.B. Provide water-resistant type GWB in toilet rooms and adjacent to any other wet areas. In no caseshall water-resistant GWB be used on ceilings.C. Provide metal studs, furring channels, runners, and miscellaneous components of sizes and gaugesas shown on the Drawings, as required by job conditions and in accordance with the publishedrecommendations of USG.D. Metal edge trim: USG #200A, USG#200B and USG Corner Bead, tapable type as required perapplication and per Drawings.E. Corner reinforcement at vertical outside corners shall be tapable corner bead.F. Extruded aluminum factory-primed edge moldings: Pittcon Softforms, in profiles shown on theDrawings.G. Expansion joints: USG #093 control joint.

IV. INSTALLATION:A. Install ceiling in strict accordance with manufacturer's printed instructions and authorities havingjurisdiction.B. Provide additional framing, hangers, etc. as required to support light fixtures, fascias, etc. Providebracing as shown, as required by code, and as needed for rigidity and seismic forces, if required.C. Cut and frame suspension system and box out to accommodate low ducts, pipes, etc.D. Do not attach hangers to structural deck. 9D. PAINTINGI. GENERAL REQUIREMENTS:A. Conform to ASTM standards as they apply to this section.B. Do not apply products of this section outside acceptable range of conditions as specified by paintmanufacturer.C. Keep Project premises free of painting related debris. Collect material that may constiture a firehazard, place in closed metal containers and remove daily from the site.D. See Responsibility Schedule for finished shop painted items.E. New and existing surfaces not to paint:1. Sprinkler head covers.F. Scope of painting work: All new and existing surfaces not specifically shown to receive another finish,including but not limited to:1. Gypsum wall board.2. Gypsum column covers (if any).3. Wood surfaces where indicated as "painted" shall be either painted with opaque finish or clearsealer.4. Hollow metal doors and frames.5. Any exposed existing to remain surfaces: Masonry, plaster, concrete blocks, grilles, registers, etc..II. SUBMITTALS:A. Provide manufacturer's printed product data on all coatings specified, including preparation andapplication instructions.B. Provide (2) two sets of samples not less than 6 inches by 8 inches in size illustrating the range ofcolors and textures available for each finishing product specified.C. Provide (2) two samples of not less than 6 inches square illustrating selected colors and textures foreach color specified.D. Attic Stock: Deliver to Owner (1) one gallon of each finish paint in each color required for the product.III. MATERIALS:A. Paint shall be as per Finish Schedule with No Substitutions.B. Paint thinners and other materials recommended by coatings manufacturer as necessary to achievefinishes specified.C. Patching and surface preparation as recommended by coatings manufacturer.D. Paint types: See Finish Schedule.1. Interior GWB walls and ceilings not scheduled for other finishes: 1 coat USG-1 Prime Coat, 2coats finish paint.2. Field painted millwork shall be primed in the shop on all surfaces. Color shall approach final finishcolor. Touch up primer in field and provide minimum 2 finish coats.3. Hollow metal doors, frames and any other exposed metal: 1 coat Ironclad Retardo Rust InhibitivePaint, 2 coats finish paint.IV. INSTALLATION:A. All surfaces shall be prepared as recommended by the paint manufacturer, except where thosestandards are exceeded herein.B. Perform all filling, sanding and caulking required for a first-class job.C. Painting shall be done in a dust-free low-humidity environment comply with manufacturer'srecommendations for temperature and relative humidity. Each coat shall be allowed to dry completelybefore the next coat is applied.D. All work shall be top quality, free from drips, roller marks and brush marks, and applied evenly forcomplete coverage.E. Painted wood shall be by brush or spray. Rollers are unacceptable.F. When touch-up is required, the entire surface shall be repainted to the nearest corner or break.G. Interior wood base and trim shall be brush-painted. Roller work on wood will be rejected.H. On existing painted surfaces, prime coats may be omitted provided the new paint is compatible withthe existing and covers completely.I.Fill all gaps between sheetrock and base, casing, trim and moldings with a paintable caulk. Fill all nailholes on all painted surface and sand smooth.J. All gaps between millwork and drywall shall be filled with paintable caulk and painted after theinstallation of millwork.K. Verify that shop applied primers are compatible with specified finish coats.L. Protect work adjacent to painting operations from paint spatters and spills. Immediately remove paintthat falls on finished surfaces not scheduled to receive paint, using materials and techniques that willnot damage affected surfaces.M. Diffusers, registers and grilles shall be spray-painted semi-gloss to match ceiling color prior toinstallation of such items. On Omni-type diffusers, paint the collar and damper matte black and therest of the diffuser as specified.9E. LARGE FORMAT CERAMIC FLOOR TILE 9F. FORTÉ NATURAL CLAY PLASTERING
I. GENERAL REQUIREMENTS:A. Work of this Section includes all labor, materials, equipment and services necessary to completethe ceramic tile as shown on the Drawings and/or specified herein, including, but not limited to, thefollowing:1. Ceramic floor tile as shown on the Drawings.2. Ceramic wall tile, wainscot, and matching base as shown on the Drawings.3. Stone saddles.4. Setting beds, grout, sealant, waterproofing membrane, and anti-fracture membrane.B. Qualifications of Installers: For cutting, installing and grouting of ceramic tile, use only thoroughlytrained and experienced journeyman tile setters who are completely familiar with the requirements ofthis work, and the recommendations contained in the referenced standards.C. Codes and Standards: In addition to complying with all pertinent codes and regulations, comply withthe following:1. Manufacture all ceramic tile in accordance with Standard Grade Requirements of ANSI A-137.1.2. Install all ceramic tile in accordance with the recommendations contained in Handbook for CeramicTile Installation of the Tile Council of America, Inc., latest edition.D. Delivery and Storage: Deliver all materials of this Section to the job site in their original unopenedcontainers with all labels intact and legible at time of use. Store all materials under cover in a mannerto prevent damage and contamination; store only the specified materials at the job site.E. Protection: Use all means necessary to protect the materials of this Section before, during and afterinstallation and to protect the installed work and materials of all other trades.

PART 1 - GENERALI. SUMMARY:A. Section includes1. Clay veneer plaster for interior application.2. Primers.3. Additional substrate coats.4. Sealers and waxes.5. Plaster binders.6. Accessories.II. SUBMITTALS:A. Product Data: Submit manufacturer's literature for each product specified.B. Selection Samples: Provide samples of manufacturer’s standard colors for color selection. Providesamples of standard textured finishes.C. Verification Samples: Submit sample for each color and textured finish specified in minimum 12”by 12” sample. Prepare sample to show appropriate application process. In addition to verificationof aesthetic qualities, the sample should also be used to demonstrate compatibility and applicationprocess.D. Qualification Data: Intended for qualified and certified installer.

IV. EXECUTION:A. Inspection: Examine the areas and conditions where ceramic tile is to be installed and correct anyconditions detrimental to the proper and timely completion of the Work. Do not proceed with the Workuntil unsatisfactory conditions are corrected to permit proper installation of the Work.B. Condition of Surfaces: Allowable variations in substrate levels for floors are +1/8" in 10'-0" distanceand 1/4" total maximum variation from levels shown. Grind or fill concrete and masonry substrates asrequired to comply with allowable variations.C. Preparation: Steel trowel and fine broom finish concrete slabs that are to receive ceramic tile. Cureconcrete slabs that are to receive tile before tile application. Do not use liquid curing compounds orother coatings that may prevent bonding of tile setting materials to slabs. Slab shall be dry at timeof tile installation. Etch concrete substrate as may be required to remove curing compounds or othersubstances that would interfere with proper bond of setting bed. Rinse with water to remove all tracesof treatment. Seal substrate with sealer as recommended by manufacturer of mortar or adhesive.D. Joints in Tile Work:1. Joint widths to be 1/16" wide in ceramic tile unless otherwise noted on the Drawings.2. Wall, base, and floor joints shall align through the field and trim. Direction and location of all jointsas directed by Architect.3. Conform movement joints to TCA Detail EJ171. Locate where movement joints are in back-upmaterial. Provide movement joint at joints between mop receptors and ceramic tile. Providemovement joint at all vertical internal joints of wall tile. Movement joints 1/8" wide in ceramic tile.Fill all movement joints with specified backing and sealant. Use bond breaker where sufficientspace for joint backing does not exist.4. Provide sealant between ceramic tile and plumbing fixtures, mirrors, pipes, countertops and otherdissimilar materials penetrating or adjacent to ceramic tile.E. Installation:1. Comply with the following installation standards:a. Floor tile over anti-fracture membrane - ANSI A108.5 and A108.10.2. Allowable Variations in Finished Work: Do not exceed the following deviations from level andplumb, and from elevations, locations, slopes and alignment shown.a. Floors: 1/8" in 10'-0" run, any direction; +/- 1/8" at any location; 1/32" offset at any location.b. Joints: +/- 1/32" joint width variation of any location; 1/16" in 3'-0" run deviation from plumband true.3. Waterproofing Membrane: Install the membrane in strict accordance with manufacturer's writtenrecommendations. Upon completion of work, test horizontal membrane for leaks by plugging thedrain or damming areas and filling with water. Inspect for leakage. Make necessary adjustmentsto stop all leakage and retest until watertight. If membrane is not covered by another surfaceimmediately, provide protection until membrane is covered.4. Handle, store, mix and apply setting and grouting materials in compliance with the manufacturer'sinstructions.5. Extend tile work into recesses and under equipment and fixtures, to form a complete coveringwithout interruptions. Terminate work neatly at obstructions, edges and corners without disruptionof pattern or joint alignment.6. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visiblesurfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight, alignedjoints. Fit tile closely to electrical outlets, piping and fixtures so that plates, collars, or coversoverlap tile.7. Lay tile in grid pattern. Align joints when adjoining tiles on floor, base, walls and trim are the samesize. Lay out tile work and center tile fields both directions in each space or on each wall area.Adjust to minimize tile cutting. Provide uniform joint widths.F. Installation of Stone Saddles: Install stone saddles cut to profiles and sizes shown, accurately fittedto jambs, coped at stops, set in full bed of mortar herein specified, and with grouted edge joints asspecified for floor tile. Set floor tile and marble saddle using unmodified thinset conforming to ANSIA118.1 and anti-fracture membrane conforming to all manufacturers instructions.G. Cleaning and Protection of Ceramic Tile:1. Upon completion of placement and grouting, clean all ceramic tile surfaces so they are free offoreign matter. Unglazed tile may be cleaned with acid solutions only when permitted by tile andgrout manufacturer's printed instructions, but not sooner than (14) days after installation. Protectmetal surfaces, cast iron and vitreous plumbing fixtures from effects of acid cleaning. Flushsurface with clean water before and after cleaning.2. Apply to all clean completed tile walls and floors a protective coating of neutral cleaner solution, 1part cleaner to 1 part water.

3. Leave finished installation clean and free of cracked, chipped, broken, unbonded or otherwisedefective tile work.4. Protect installed tile work with Kraft paper or other heavy covering during construction period toprevent damage and wear. Prohibit foot and wheel traffic from using tiled floors for at least (3)days after grouting is completed. Before final inspection, remove protective coverings and rinseneutral cleaner from tile surfaces.

IV. INSTALLATION:A. Installation to be in accordance with USG's Level 4 for drywall finish.B. Provide metal edge trim (USG #200A) taped and spackled where shown on the Drawings, whereGWB meets a dissimilar material or where a GWB edge is exposed. Provide continuous metalframing behind metal edge trim. Provide metal corner reinforcing, taped and spackled at all GWBoutside corners, vertical and horizontal.C. Unless otherwise noted, no framing members shall be spaced greater than 16" O.C. All outsidevertical corners shall be installed using only factory tapered sides of GWB. Use metal corner beadand spackle so that corners are square.D. Provide (2) two layers of GWB where indicated, stagger joints and comply with all other USGrecommendations for this type of installation. Provide fire ratings indicated in accordance withUL-approved assemblies.E. Provide heavy-gauge framing members where shown on the Drawings and where conditions requirethem. Comply with USG's recommendations for installation of heavy-gauge members.F. Pittcon moldings shall be installed in long lengths with joints aligned and tightly butted. Corners shallbe tightly and accurately mitered.G. Provide expansion joints where shown on the Drawings and where required by job conditions. Nojoints shall be installed without the written approval of the Architect.9C. ACOUSTICAL TILE CEILINGI. GENERAL REQUIREMENTS:A. Provide a complete ceiling assembly with all components and accessories required for a completeinstallation, whether or not such components and accessories are specified herein.II. SUBMITTALS:A. Submit complete manufacturer's literature for proposed system, including certification that the systemis approved for use in the jurisdiction in question.III. MATERIALS:A. See Finish Schedule.

F. Replacements: In the event of damage, immediately make all repairs and replacements necessary.G. Supply extra 2% of each tile used in clean marked cartons for Owner's emergency use.H. Project Conditions:1. Maintain environmental conditions and protect work during and after installation to comply withreferenced standards and manufacturer's printed recommendations.2. Vent temporary heaters to exterior to prevent damage to tile work from carbon dioxide buildup.3. Maintain temperatures at not less than 50 deg. F. in tiled areas during installation and for (7) sevendays after completion.II. SUBMITTALS:A. Comply with "Submittals" section of the General Requirements for sample sizes, quantities andprocedures unless otherwise noted.B. Provide maintenance data to Owner at Project close-out.III. MATERIALS:A. Tiles shall be as indicated on the Finish Schedule on the Drawings.B. Saddles: Provide stone saddle in material and profile shown on the Drawings, with an abrasivehardness of not less than 10.0, when tested in accordance with ASTM C241. Cut saddle to fit jambprofile. Saddle to run full width of framed opening.C. Latex Unmodified Thinset:1. Portland Cement: ASTM C 150, Type I2. Hydrated Lime: ASTM C 207, Type S3. Sand: ASTM C 144, clean and graded natural sand4. MAPEI Kerabond thin set mortar or approved equalD. Grout: Provide a commercial Portland cement grout made by MAPEI, or approved equal. See FinishSchedule for color. Add latex additive to grout made by same manufacturer as grout.E. Sealant:1. Joint Backing: Preformed, compressible, resilient, non-extruding, non-staining strips of foamneoprene, foam polyethylene, or other material recommended by sealant manufacturer.2. Bond Breaker: Polyethylene tape, 3 mils thick, or other material recommended by sealantmanufacturer.3. Sealant Primer: Colorless, non-staining, or type to suit substrate surface, as recommended bysealant manufacturer.4. Sealant: One-part silicone based sanitary sealant, conforming to ASTM C 920, Type S, NS, Class25. Sealant hardness upon full cure shall be between 20-30 Shore "A" Durometer. Color ofsealant to blend with or match adjacent materials, and as selected by the Architect. Sealant shallbe equivalent to 1700 Sanitary Sealant made by General Electric or approved equal.F. Anti-fracture Membrane: Schluter DITRA anti-fracture membrane with KERDI-BAND waterproofingstrips where “waterproof membrane” is called for on Drawings.G. Provide 5 sq. ft. of additional tile of each size, color, and surface finish of tile specified; locate asdirected.

III. QUALITY ASSURANCE:A. Installer Qualifications: An installer who is an American Clay Artisan applicator.B. Finish Mockups1. Apply mockups of at least 100 sq. ft. in surface area or as shown on Drawings to demonstrateaesthetic effects and set qualities standards for materials and execution.2. Apply mockups at location indicated on Drawings or as directed by Architect.3. Apply mockups for the following applicationsa. Walls and partitions.b. Ceilings.4. Simulate finished lighting conditions for review of mockups.5. Approved mockups may become part of the completed work if undisturbed at time of SubstantialCompletion.C. TECHNICAL DATA1. Fade Resistance; Color Pigments: ASTM D4303-03.2. Flame Spread: ASTM E-84; NFPA Class A; UBC Class 1.3. Mold Resistance: ASTM D3273; 10 Rating (10: no mold growth).4. Permeability: ASTM E-96; 45.76 perms; 16.91 grains/hr-ft2.5. Sounda. ASTM 423-07; SAA: 0.09; NRC: 0.10.b. ASTM 90-04; STC: 31.IV. DELIVERY, STORAGE, AND HANDLING:A. Storage: Cover mixed plaster during breaks to retain moisture. Store materials in clearly markedcontainers in location not subject to direct moisture. Store Forté clay veneer plaster in cool location incontainer for no more than three days. After three days, dry mixture thoroughly on plastic sheet, andstore dried material in a covered, airtight container.B. Waste Management and Disposal: Surplus clay veneer plaster and clean clay veneer plaster may beused as touch-up materials and extra material for Owner. Clearly mark container as “waste recycled –clay veneer plaster”. Wet clay veneer plaster should be dried thoroughly on plastic sheet and stored inclearly marked container.V. PROJECT CONDITIONS:A. Room Temperature: Maintain temperatures at not less than 50 degrees Fahrenheit or greater than 90degrees Fahrenheit for at least 3 days before application of clay veneer plaster, continuously duringapplication, and for 3 days after completing application. Bring materials into room 24 hours beforemixing to acclimate them to ambient temperature.B. Ventilation: Distribute heat evenly; prevent concentrated or uneven heat on plaster. Maintain relativehumidity levels for prevailing ambient temperature that produces normal drying conditions. Humiditylevels should be not more than 50% relative humidity. Use mechanical means to reduce humiditylevels if necessary. Ventilate building spaces in a manner that prevents drafts of air from contactingsurfaces during plaster application. Upon completion of plaster application, natural or mechanicalventilation may be utilized if specified temperature and humidity levels are maintained.VI. EXTRA MATERIALS:A. Provide owner with ten percent of clay veneer plaster applied in each color and texture specified.PART 2 - PRODUCTSI. PLASTER:A. Clay Veneer Plaster for Interior Application: Proprietary dry blend of clay, fine aggregates, polymer,and pigments.B. Manufacturer1. American Clay Enterprises, LLC2418 2nd Street SWAlbuquerque, New Mexico 87102505-243-5300 or 1-866-404-1634.C. PRODUCT1. First coat: American Clay Plaster Forté Base; even semi-smooth finish.2. Second coat: American Clay Plaster Forté Finish; smooth finish.3. Color additives: Standard American Clay color pigment(s). Illumina Color Series/Standard FortéWhite color pigment(s).4. Fire-resistant Properties: non-combustible; non-toxic: non-chemical materials; fade resistant; moldresistant; dust resistant; non-dusting; breathable; paintable and stainable.5. Aggregate: Calcium carbonate and mica.6. Color Pigment: Natural oxides and mineral pigments.7. Binder: Acrylated Styrene polymer binder.8. Recycled content by weight: 72% post-industrial.9. Potable water.II. PRIMERS:A. Textured Primer1. Mixture of sand aggregates and paint primera. American Clay Primer Sand mixed with a multipurpose, transitional or stain-blocking paintprimer.B. MANUFACTURER1. American Clay Enterprises, LLC2418 2nd Street SWAlbuquerque, New Mexico 87102505-243-5300 or 1-866-404-1634.C. OTHER PRIMERS1. Water-borne primer acceptable to clay veneer plaster manufacturer to be used where indicated insystems below.III. ADDITIONAL SUBSTRATE COATS:A. Brown Coats1. Fibered cementitious brown coat.2. Lime-plaster brown coat.3. Site-based mud plaster brown coat.4. Gypsum plaster brown coat with textured primer.IV. SEALERS AND WAXES:A. General1. Sealer must be compatible with clay veneer plaster.2. VOC content must meet or exceed the VOC and chemical component limits of Green Sealrequirements.B. Acrylic Masonry Sealer: AFM Safecoat “Watershield” or “Mexi-seal”, or equal product.C. Furniture or Paste Wax: Bioshield “Floor and Furniture Hardwax", or equal product.D. Oil1. AFM “Natural Clear Penetrating Oil.”2. Bioshield “Penetrating Sealer.”3. Or equal product.E. Liquid Potassium or "Water Glass"1. AFM Safecoat “Penetrating WaterStop”.2. Anco Industries Inc. “Stucco Cure”.3. Or equal product.F. Black Soap Color Enhancer: High oil content soap.V. ACCESSORIES:A. Joint Reinforcing Materials:1. Trim accessories, as specified in Section 09260 “Gypsum Board Assemblies.”2. Filler: Multi-purpose joint compound; do not use multipurpose lightweight or lightweight toppingcompounds under clay veneer plasters.PART 3 - EXECUTIONI. GROUNDWORK:A. Examination1. Confirm that substrate is ready to accept primer and clay veneer plaster finish.2. Surfaces should be dry.3. Correct substrate conditions prior to clay veneer plaster application process.B. Preparation: Scrape off loose or flaking paint or other surface material until a well-bonded surface isexposed. Knock down high points or protrusions of more than 1/16” with a wide putty knife, scraperor drywall sanding screen. Clean and fill any mortar joints and depressions deeper than 1/16” withfiller that bonds to the substrate, leveling them with the surface. Lightly sand any high gloss or glossysealed surface with 150 grit sandpaper to provide a “tooth” for the primer; test existing paint for leadcontent prior to sanding; if paint contains lead, follow OSHA procedures. Remove any dust with avacuum or clean with 10% water based sealer and 90% water. Clean surfaces to remove dirt, grease,oil, and other foreign matter and deposits that could impair bond with plaster; wash sooty or greasysurfaces with a Tri-Sodium Phosphate (TSP) or equal paint preparation cleaner. Allow surface to dry.Mask adjacent surfaces with painter’s tape. Leave tape 1/16” to 1/8” from edge of plaster surface areaso that the tape will pull off cleanly.II. GENERAL APPLICATION:A. Application Thickness XII. REPAIR AND MAINTENANCE:A. Touch Up Repairs1. Clay veneer plaster layer: If veneer plaster is still evident underneath affected area, lightly wet thearea with a sponge and water.2. Bonding failure: If patch is necessary due to a lack of bonding agent on the substrate, apply moreprimer and then apply the clay veneer plaster. After the veneer plaster has set, use a spongealong the build seam between the patch and original material; blend the seam with a circularmotion. Smooth the seam with the appropriate tool for the final surface desired and allow patchto dry; if during the smoothing process, there are sponge marks (light streaky areas), use a verydamp sponge to remove the streaks.3. Cracks larger than 1/16”: Create a barrier between the crack and patch to keep the crack fromtranslating to the surface. Remove veneer plaster down to the substrate and repair crack; primethe repaired area as required and complete the repair as indicated above.B. Maintenance1. Surface stains and marks: Lightly wipe with a clean damp sponge or cloth to remove; do not useharsh cleaners or abrasive cloths.2. Surface cracks: Mist area with vinegar water (1 to 4 ratio of vinegar to water) and smooth withsponge or trowel.3. Settling cracks or areas larger than 1/16”: Fill with new material as specified in “Touch Up Repairs”article above.9G. RESILIENT LINOLEUM SHEET FLOORINGI. GENERAL REQUIREMENTS:A. All Work of this Section shall be performed in accordance with the manufacturer specifications and theapplicable sections of ANSI.B. Preparation and slab patch subfloor shall be level to 1/4" in 10' per industry standards.

1. American Clay Plaster Forté Finish: 2 coats; 1 coat 1/16” or less of American Clay Plaster FortéBase and 1 coat 1/16” or less (about one credit card thick) American Clay Plaster Forté Finish.III. TRIM ACCESSORY AND JOINT REINFORCEMENT INSTALLATION:A. Trim Accessories: Prime with textured primer.B. Joint Reinforcement1. Tape and beda. Level 2 for hand application; Gypsum Association GA-214.b. Level 3 for spray application; Gypsum Association GA-214.2. Corner bead: Prime with two coats of textured primer. Joints or repairs must be completely dryprior to primer application.IV. PRIMER APPLICATION:A. Additional Substrate Preparation1. Apply primer and allow application to dry prior to clay plaster veneer application.a. Brush primer along edges of wall, then roll or brush primer on the remaining surfaces. Ensurethat all surfaces are coated thoroughly to provide proper plaster bond.b. Spray textured primer and then back roll.2. Let primer dry for 3 hours or until sand “bites back” when hand is rubbed against wall.3. Double prime outside corners and over exterior corners which are more vulnerable to nicks anddings.4. Finished corners should have slight radius.V. MIXING CLAY VENEER PLASTER:A. Prior to adding water, loosely mix dry clay plaster to even the mix after settling during shipping.B. Add plaster to water and evenly mix.C. Prior to adding color pigment to plaster, mix color pigment with water in a solution to prevent colorstarring.D. Add additional water and mix to desired consistency; mixture consistency should resembleconventional lime or gypsum plasters, typically something similar to soft-serve ice cream.E. Allow plaster to stand for a minimum of 1 hour before use; clay mixture can be mixed 24 hours beforeapplication and will remain workable as long as the mixture remains wet (do not keep wet more thanthree days).F. If thickening occurs or mixture has completely dried, add water to bring mixture to a workableconsistency.

VI. CLAY VENEER PLASTER APPLICATION:A. Do not apply clay veneer plaster on damp surfaces.B. Apply first clay plaster coat and allow it to completely dry, typically 2 to 8 hours depending on humiditylevels; do not completely smooth the first coat in order to provide adequate keying of the second coat.C. Apply the second coat per desired texture indicated in Finish Schedule and allow it to dry.D. If necessary, apply an additional coat to achieve an evenly smooth surface or to hide drywall screwsand other surface blemishes. Previous coats should be completely dry and shrinkage complete priorto application of the next coat.E. For each plaster coat, finish complete walls, panels or ceilings in one operation to avoid the effects ofpossible variation in color.F. On a plastic sheet, layout leftover material that remains wet longer than three days and allow it to drycompletely prior to reuse.VII. SPRAY METHOD:A. Mix plaster to consistency required for spray system; typically looser than normal hand applicationB. Spray mixture for even coverage; immediately trowel to spread mixture to a consistent thickness andallow coat to dry.C. Lightly mist surface to allow for more working time.D. Spray on second coat and create the final surface desired by troweling it out.E. Let the surface dry.F. Compress the surface.VIII. FINISHING AND TEXTURING:A. Texturing (during second coat application)1. Trowel; matte finish (harder and smoother finish): Allow surface to dry completely; surface shouldbe damp yet dry to the touch and is set enough that a finger pressed into the surface no longerleaves an impression.B. Finishing1. Smooth-troweled finish: Begin finish when final veneer coat is set or dry; the clay veneer plastershould be resistant to light press of finger but does not leave an impression; if the surface hasdried, wet the surface with water using a hand pump sprayer and rework the surface as required.To prevent surface cracking, do not over-work.2. Smooth finish: Continue to lightly wet final veneer coat with water and trowel smooth with stainlesssteel or plastic trowel.3. Concluding notes: Allow veneer plaster to dry completely, a minimum of 12 hours prior to applyingsealer. Where clay veneer plaster abuts metal doorframes, windows, and other units in veneerplaster, groove finish coat to eliminate spalling; calk exposed edges.IX. COMPRESSING THE SECOND COAT:A. Compression Methods1. Trowel; matte finish (harder and smoother finish): Lightly mist surface so that it is evenly dampand no water is running down the wall; re-trowel surface.2. Raising the cream (smooth finish): Spray water on surface with one hand while troweling with theother, rocking the trowel from edge to edge. Continue spraying until water sits on top of surfaceand begins to drip. Leave swoop marks from the cream (clay); minimize swoop marks by rubbingwith a barely damp sponge after plaster is dry.X. SEALERS AND COLOR ENHANCERS:A. Sealer Application1. Apply 2 coats of sealera. Wax sealer; apply wax directly to the surface with a rag and work into the surface.b. Oil sealer; brush or rag-apply in accordance with sealer manufacturer’s instructions for poroussubstrates.c. Acrylic masonry sealer; spray-apply in accordance with sealer manufacturer’s instructions forporous substrates.d. Liquid potassium or “Water Glass” sealer; spray-apply in accordance with sealer manufacturer’sinstructions for porous substrates.B. Color Enhancer Application1. Black soap color enhancer: Apply warm from squeeze bottle and trowel onto surface; removeexcess soap with rag. The first coat may dry unevenly; continue to add coats until the soap driesevenly. Pigment may be added to soap to create special effects.XI. CLEANING AND PROTECTION:A. Cleaning Clay Veneer Plaster1. Unsealed surfaces: Clean with barely damp sponge and water; do not use cleansers.2. Sealed surfaces: Clean with damp sponge and water; do not use cleansers.B. Protecting Clay Veneer Plaster: Protect surfaces from construction damage. Repair damaged areas,remove protection, and clean prior to Substantial Completion.

II. SUBMITTALS:A. Comply with "Submittals" section of the General Requirements for sample sizes, quantities andprocedures unless otherwise noted.B. Provide maintenance data to Owner at project close-out.III. MATERIALS:A. See Finish Schedule.IV. PREPARATION & INSTALLATION:A. Surface Preparation:1. General: Prepare floor substrate in accordance with manufacturer's instructions.2. Floor Substrate: Prepare floor substrate to be smooth, rigid, flat, level, permanently dry, cleanand free of foreign materials such as dust, paint, grease, oils, solvent, curing and hardeningcompounds, sealers, asphalt and old adhesive residue.3. Concrete Floor Substrate: Concrete floor substrate shall have a minimum compressive strength of3500 psi. Refer to Division 3 Concrete Sections for patching and repairing crack materials, andleveling compounds with portland cement based compounds. Do not use or install flooring overgypsum based leveling or patching materials.a. Reference Standard: Comply with ASTM F 710 Practice for Preparing Concrete Floors andOther Monolithic Floors to Receive Resilient Flooring.B. Adhesive Flooring Installation: Cut required length of linoleum flooring from roll, allowing enoughmaterial to extend up the wall 4 to 6 inches at either end. Layout and position sheet flooring so thatany seams will fall at least 6 inches from underlayment joints or saw cuts in concrete substrate. Scribeand cut flooring material to shape of vertical surfaces, including walls and partitions. Apply adhesiveand lay sheet flooring into wet adhesive and roll with a 100 pound roller. Install sheet flooring squarewith room axis.1. Adhesive, Seamless Flooring Installation: Rout out seams and heat weld together withcomplementary colored heat welding rod of complimentary composition in accordance with resilientflooring manufacturer's recommendations.2. Adhesive Flooring and Flash Coved Base Installation: Extend flooring up the wall in a flash covedmethod to a height of 4 inches or 6 inches (102 or 152 mm), as indicated.3. Adhesive Material Installation: Use trowel as recommended by flooring manufacturer for specificadhesive. Spread at a rate of approximately 150 sq. ft./gal. (3.7 m2) as recommended by flooringmanufacturer.C. Installation Techniques:1. Where demountable partitions and other items are indicated for installation on top of finishedflooring, install flooring before these items are installed.2. Scribe, cut, fit flooring to butt tightly to vertical surfaces, permanent fixtures and built in furniture,including pipes, outlets, edgings, thresholds, nosings, and cabinets.3. Extend flooring into toe spaces, door reveals, closets, and similar openings.4. Install flooring on covers for telephone and electrical ducts, and similar items occurring within finishfloor areas. Maintain overall continuity of color and pattern with pieces of flooring installed onthese covers.5. Do not install resilient flooring over expansion joints. Use expansion joint covers manufactured foruse with resilient flooring.6. Adhere resilient flooring to substrate without producing open cracks, voids, raising and puckeringat joints, telegraphing of adhesive spreader marks, or other surface imperfections in completedinstallation.a. Use adhesive applied to substrate in compliance with flooring manufacturer'srecommendations, including those for trowel notching, adhesive mixing, and adhesive openand working times.7. Roll resilient flooring as required by resilient flooring manufacturer.9H. ECOSTUCCO® LIME PLASTERI. GENERAL REQUIREMENTS:A. Section includes:1. Lime plastering over gypsum substrate for interior applications.2. Lime plastering over sheathing for exterior applications.B. Administrative Requirements:1. Coordinate with substrate installers to ensure protection of wall system and openings componentsand timely installation of plastering so underlying substrate is protected from weather damage andso vapor barrier will not be exposed longer than recommended by vapor barrier manufacturer.2. Commence the plastering installation after completion of all floors, roof construction, and otherconstruction that imposes dead loads on the walls to prevent excessive deflection (and potentialcracking) of the plastering.3. Coordinate with flashing and penetration installers to sequence and schedule flashing andpenetration installations.C. Performance Requirements:1. Moisture Control: Prevent the accumulation of water into or behind the stucco, either bycondensation or leakage into the wall construction, by the design and detailing of the wallassembly.2. Grade Condition: Do not apply stucco below grade or on surfaces subject to continuous orintermittent water immersion or hydrostatic pressure.3. Sloped Surfaces: Include foam trim and projecting architectural features attached to stucco.4. Joints: Provide two piece expansion joints in the stucco system where building movement isanticipated: at joints in the substrate or supporting construction, where the system is to be installedover dissimilar construction or substrates, at changes in building height, at floor lines, at columnsand cantilevered areas. Provide one piece expansion/control joints every 144 ft2. Do not exceedlength to width ratio of 2-1/2:1 in expansion joint layout and do not exceed more than 18 feet inany direction without an expansion joint.5. Stucco Thickness:a. Application to woven wire fabric lath for exterior applications: Stucco thickness shall be 3/4 inchapplied in two coats.b. Application to gypsum substrate for interior applications: Stucco thickness shall be 1/8 inchapplied with level 3 finish, water base primer, and base coat.c. Thickness shall be uniform throughout the wall area.C. Quality Assurance:1. Installer Qualifications: Insured and engaged in application of Portland cement stucco for aminimum of three years. Knowledgeable in the proper use and handling of EcoStucco® materials.Employ skilled mechanics who are experienced and knowledgeable in waterproofing/air barrier,lathing and furring, Portland cement stucco application, and familiar with the requirements of thespecified work. Successful completion of minimum of three projects of similar size and complexityto the specified project. Provide the proper equipment, manpower and supervision on the job siteto install the system in compliance the Project plans and specifications.2. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and applicationworkmanship. Finish areas designated by Architect. Do not proceed with remaining work untilworkmanship, color, and sheen are approved by Architect. Refinish mock-up area as required toproduce acceptable work.

PREPARED BY:OWNER:

REVISIONS
SHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net B60% CD'S
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

SHEET NUMBER:SPECIFICATIONSASP.2
SPECIFICATIONSD. Delivery, Storage, and Handling: Deliver manufactured materials in original packages or containers,fully identified with manufacturer's labels intact and legible. Inspect materials upon delivery andimmediately report to Architect any damaged or defective materials. Store materials in a shelteredarea with minimum ambient temperature of 45 degree F. Store products in manufacturer's unopenedpackaging until ready for installation. Store and dispose of solvent-based materials, and materialsused with solvent-based materials, in accordance with requirements of local authorities havingjurisdiction.E. Field Conditions: Maintain environmental conditions (temperature, humidity, and ventilation) withinlimits recommended by manufacturer for optimum results. Do not install products under environmentalconditions outside manufacturer's absolute limits. Do not apply lime plaster when substrate or ambientair temperatures are below 45 degree F or above 86 degree F. Maintain these conditions (24) hoursbefore, during and (72) hours after installation of lime plaster. Provide protection of surrounding areasand adjacent surfaces from application of materials. Prevent excess interior humidity (including thatcaused by the use of temporary interior propane heaters) during and after construction.F. Project Coordination:1. For exterior applications: Protect substrate from climatic conditions to prevent weather damageuntil the installation of the waterproofing/air barrier. Provide protection of the waterproofing/airbarrier installation with stucco no later than (60) days after installation. Commence the stuccoinstallation after completion of all floor, roof construction and other construction that imposesdead loads on the walls to prevent excessive deflection (and potential cracking) of the stucco.Coordinate installation of foundation waterproofing, roofing membrane, windows, doors andother wall penetrations to provide a continuous air barrier. Provide protection of rough openingsbefore installing windows, doors, and other penetrations through the wall and provide sill flashing.Coordinate installation of waterproofing/air barrier components with window and door installationto provide weather proofing of the structure and to prevent moisture infiltration and excess airinfiltration. Install window and door head flashing immediately after windows and doors areinstalled. Install diverter flashings wherever water can enter the wall assembly to direct water tothe exterior. Install copings and sealant immediately after installation of the stucco and when finishcoatings are dry. Attach penetrations through stucco to structural support and provide air tight andwater tight seals at penetrations.2. For interior applications: Sequence interior work such as drywall installation prior to stucco installationto prevent stud distortion (and potential cracking) of the stucco.II. SUBMITTALS:A. Product Data: Submit manufacturer's data sheets on each product to be used, including preparationinstructions and recommendations, storage and handling requirements and recommendations, andinstallation methods.B. Evidence of applicator's experience including project identification with names of Owner and Architect.C. Certification of compliance of materials with product specifications.B. Verification Samples: For each finish product specified, provide two samples, minimum size 6 inchessquare, representing actual product, color, and patterns.C. Quality Sample: Apply EcoStucco® over primed substrate sample. Prepare sample to showsubstrate, primer, base coat, finish coat, and sealer if scheduled in accordance with designrequirements. Submit full size mock over substrate. Approved sample shall be available at the jobsite with final sign off by the Architect and/or the OwnerIII. PRODUCTS:A. Manufacturer: EcoStucco®, 3060 Kerner Blvd. Suite S; San Rafael, CA 94901; Toll Free Tel:877.326.6872; Tel: 415.455.9896; Email: [email protected]; Web: www.ecostucco.comB. Mechanical fasteners: Non-corroding fasteners, as recommended by manufacturer for type of framing:1. Wood framing: Minimum 11 gauge, 7/16 inch diameter head galvanized roofing nails withminimum 3/4 inch penetration into studs or minimum #8 Type S wafer head fully threadedcorrosion resistant screws with minimum 3/4 inch penetration into studs.2. Steel framing: Minimum #8 Type S or S-12 wafer head fully threaded corrosion resistant screwswith minimum 3/8 inch penetration into studs.C. Accessories, including weep screed, casing bead, corner bead, corner lath, expansion, and controljoint accessories, as required.D. Primer Materials: Water-based PVA (polyvinyl acetate) primer or other primer recommended by limebased plastering system manufacturer for applications present.E. Clean and potable water and clean, well graded sand.F. Base Coat: EcoStucco® UNILIME capable of achieving a nominal 1/8 inch thickness in one pass.G. Mesh Reinforcement for Exterior Application Only:1. EcoStucco® GMESH: Nominal 260 g./sq. m., symmestrical, interlaced open-weave glass fiberfabric made with alkaline resistant coating for compatibility with EcoStucco® materials.H. Finish Coat: EcoStucco® UNILIME Ready-Mix Lime Plaster.I. Color and finish shall be as indicated on the Finish Schedule.J. Penetrating Sealer: EcoStucco® Impregnating Sealer.IV. EXECUTION:A. Examination1. Interior application: Verify the suitability of existing conditions before starting work. Do not beginwork of this Section until unsatisfactory conditions have been corrected. Secure grounds, screeds,corner beads, casing beads, plaster stops, and accessories2. Exterior application:a. Inspect surfaces for contamination, surface absorption and chalkiness, cracks, damage anddeterioriation, and moisture damage.b. Inspect sheathing application for compliance with applicable requirement: Exterior GypsumSheathing shall comply with GA-253. Glass Mat Faced Gypsum Sheathing shall comply withmanufacturer's instructions. Exterior Grade and Exposure 1 wood based sheathing shallcomply with APA Engineered Wood Association E 30.3. Report deviations from the requirements of project specifications or other conditions that mightadversely affect the stucco installation to the ArchitectB. Preparation1. Sheathing: Verify installation of sheathing in compliance with applicable requirement. Protectthe substrate with a moisture barrier as required by the applicable code and install lath andaccessories.2. Interior Surfaces: Comply with manufacturer's written instructions for substrate preparation.a. Remove hardware, electrical switch and outlet plates, lighting fixtures and other items alreadyin place. After completion of work, reinstall items using workers skilled in the trades involved.b. Protect adjacent surfaces and items that are not to receive plaster finish, but which cannot beremoved, from finish work. Use masking materials that will not damage protected items andsurfaces. Leave tape 1/16 inch from the edge of plaster surface for easy, clean removal.c. Lightly sand any high gloss or glossy sealed surface with 150 grit sand paper.d. Clean substrates of substances that could impair bonding including mold, mildew, oil, grease,salts, contamination and dirt using a Tri-Sodium Phosphate or equal paint preparation cleaner.Allow surface to fully dry before plaster application.e. For older substrates knock down high points with putty knife, scraper, or drywall sandingscreen. Clean and fill any mortar joints and depressions with UNILIME, leveling with thesubstrate. High gloss surface shall be sanded and lead paint removed in accordance withOSHA regulations.f. For gypsum board substrates, apply coats of joint compound over joints and fasteners toachieve a minimum of a Level 3 finish or better. Touch up and sand as needed prior toapplying primer.g. Brush primer along the edges and inside corners; roll on over the wall plane. Provide aprimer application that will ensure a proper suction and bonding of the plaster. Let primer dryovernight prior to base coat application.h. Prepare all materials in accordance with manufacturer's recommendationsC. Installation1. Install over frame construction with sheathing per manufacturer's printed instructions, includingbut not limited to weep screed, weather protection, casing bead and expansion joint, and lath forexterior applications.2. Base Coat: UNILIME - Nominal thickness 1/8 inch. Apply with a stainless steel trowel in a singlecoat. Let surface moisture evaporate and lightly trowel float, knocking down high spots and otherirregularities.3. Finish Coat:a. Wash: Brush application over either suitable base coat or other porous, mineral finish -nominal thickness is achieved in 2 coats "wet-in-wet".b. Plaster: Trowel apply an initial coat over entire surface. Leave surface smooth, yet "open"and matte in appearance. The surface shall be dry to the touch and set enough that a fingerpressed into the surface no longer leaves an impression. Hand trowel finish coat in continuousapplication over entire plane. Trowel to desired texture matching control sample.4. Sealera. EcoStucco® Impregnating Sealer Application: Allow finish to cure for at least 2 days prior toapplication. Ensure surface is clean and dust-free. Apply only when surface temperature isbetween 45-deg. F and 85 deg.-F. Protect adjacent area not intended for treatment. Applysealer evenly and liberally using a sprayer and a brush. Allow sealer to saturate the finish overentire area by spreading the excess with a brush. Let sealer dry for 24 hours. For optimalresults, the area should be kept dry and free of staining material for 72 hours.5. Inspection: During application, clean adjacent surfaces and completed finishes of foreign materialsresulting from the Work. Inspect completed installation with Architect to verify that finishes meetthe visual standard established by the control sample, including the accuracy and consistencyof color, physical texture, visual texture, and surface sheen. In addition, verify that the expectedstandards of craftsmanship have been maintained throughout the project. Verify the absence ofcold joints, scaffold lines, or other surface effects that interrupt the overall visual balance. Clean,tightly troweled surfaces at all corners consistent with the level of quality found in the field portionsof the plane. Crisp and clean transitions where plaster meets dissimilar materials. Plaster againareas that do not meet the standards described above and repair other surfaces that may havebeen stained, marred, or otherwise damaged.D. Cleaning and Protection: Provide protection of installed materials from water infiltration into or behindthem. Provide protection of installed stucco from dust, dirt, precipitation, and freezing. Point uparound trim and other locations where plaster abuts dissimilar materials. Remove temporary coveringsused to protect adjacent surfaces. Clean and repair adjacent surfaces and items soiled or damagedduring work in this Section.DIVISION 10: SPECIALTIES10A. SIGNAGE AND GRAPHICS: See Drawings and Responsibility Schedule.10B. FIRE EXTINGUISHERSI. GENERAL REQUIREMENTS:A. See Fire Protection Drawings when provided.B. UL – Listed Products: Fire extinguishers UL – Listed and bear UL “Listing Mark” for type, rating, andclassification of extinguisher.C. Provide quantity as required by the Code and the Fire Marshall. Provide fire extinguishers andmounting brackets from one source and from a single manufacturer.1. Provide Fire Extinguisher cabinets with integral fire extinguishers where indicated on Drawings oras required by local authorities.2. Provide "free-standing" fire extinguishers as required by code where indicated on Drawings or asrequired by local authorities.II. SUBMITTALS:A. Submit cut sheets for the specified extinguisher cabinets and fire extinguishers.III. MATERIALS:A. Recessed Fire Extinguisher Cabinet with Fire Extinguisher:1. Larsen's Manufacturing Company or Equal: Product No. 2409-R1, steel cabinet with white bakedenamel finish with solid door and black vertical lettering. Trim projection shall be 5/16” flat trim,fully recessed. Provide 5lb fire extinguisher, Larsen No. MP5, UL Rating 2A-10B:C.2. Provide alternate specifications for cabinet and extinguisher for jurisdictions requiring largercapacity fire extinguishers.B. Surface Mounted Fire Extinguisher Cabinet with Fire Extinguisher:1. Larsen's Manufacturing Company or Equal: Product No. 2409-sm, all other specifications as forrecessed cabinet and extinguisher above, Larsen No. 2409-R1.IV. INSTALLATION:A. "Free-standing" fire extinguisher(s) shall be located as required by code and for safety.B. Fire extinguisher cabinets shall be installed per the Drawings and or bolted to the partition as requiredby code and for safety.

DIVISION 11: EQUIPMENT11A. AUDIO/VIDEO EQUIPMENT: Supplied and installed per Responsibility Schedule. All framingetc. above ceiling and in partitions supplied by the contractor. See Responsibility Schedule.DIVISION 12: FURNISHINGS - See Responsibility Schedule and Drawings for additionalinformation.12A. TOILET ROOM ACCESSORIES: Provide Toilet Room Accessories as specified on theDrawings. Provide complete submittals of all accessories.DIVISION 13: SPECIAL CONSTRUCTION - NADIVISION 14: CONVEYING SYSTEMS - NADIVISION 15: MECHANICAL & PLUMBING - SEE ENGINEER'S DRAWINGS.DIVISION 16: ELECTRICAL - SEE ENGINEER'S DRAWINGS.

PREPARED BY:OWNER:

REVISIONS
SHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net B60% CD'S
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

1A.3.0
341.86'
597.54'

39.42'253.58'20.23'40.40'232.45'
508.25'
250.93'

14.18'
K
(E) FIRE HYDRANT. DISTANCEFROM EAST PROPERTY LINE TOHYDRANT = 8'HYDRANT SIZE: 6" x 4" x 2.5"DISTANCE TO ADJACENTHYDRANT: 214' (E) FIRE HYDRANT. HYDRANTSIZE: 6" x 4" x 2.5"DISTANCE TO ADJACENTHYDRANT: 214' 5' MIN.7'4'17-FA.6.251'-10"212' 17'-10"215'-9"90'-10"215'-9"3'-1" 281'-5"15'-11"11'-8"11'-8"11'-8"47'-8"50'50'74'-6" 26'-1"68'-2" 86'-2" 68'-4"
75'-3"78'-4"65'-8"
73'-10"76'-5"
46'34'5' MIN.5' MIN.17-DA.6.217-DA.6.217-DA.6.217-DA.6.2 17-DA.6.2 17-DA.6.217-DA.6.217-DA.6.217-DA.6.2 17-DA.6.217-FA.6.2 FDC

PREMISESENTRANCEAND EXIT

PREMISESLOADING ANDUNLOADINGOF SHIPMENTS
88'-8"
A.ALL WALKS AND SIDEWALKS SHALL BE 48" MIN. WIDTH.B.ALL WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60"X60" AT DOOR OR GATE THATSWINGS TOWARD THE WALK, AND NOT LESS THATN 48" WIDE BY 44" DEEP AT A DOOR OR GATE THATSWINGS AWAY FROM WALK.C.THE FLOOR LANDING SHALL NOT BE MORE THAN 12" LOWER THAN THE THRESHOLD OF THE DOORWAY.D.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS ONE VERTICAL TO 20 UNITSHORIZONTAL. (5% GRADIENT), IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1133B.5(1133B.7.3)E.LEVEL AREA OF WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THATSWINGS TOWARD THE WALK. (113B.7.5)F.ALL ENTRANCE AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDING AND FACILITIES SHALL BEMADE ACCESSIBLE TO PERSONS WITH DISABILITIES. (113B.1.1.1.1)G.ALL BUILDING AND FACILITY ENTRANCE THAT ARE ACCESSIBLE TO AND USABLE BY PERSON WITHDISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OFTRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITYAND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONGAPPROACHING CIRCULATION PATHS. (1117B.5.8.1.2 AND 1127B.3)H.WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACESOF BUILDING OR SITE, THEY SHALL COMPLY WITH 2016 CBC SECTIONS 1117B.5.2, 1117B.5.3, 1117B.5.4MEANS OF EGRESS SIGNS AND IDENTIFICATION FOR VISUAL EXIT SIGNS, GRAPHICS, ILLUMINATION,POWER SOURCE, TACTILE EXIT SIGNAGE, TACTILE STAIR LEVEL IDENTIFICATION AND SPECIAL EGRESSCONTROL DEVISES SHALL COMPLY WITH 2016 CBC SECTIONS 1133B & 1117B.5.1.2 AB
CENTER LINEPROPERTY LINEOWNER:

C
(E) ACCESSIBLE PATH OF TRAVEL
(E) TRASH ENCLOSURE NON-CANNABIS WASTE ONLY.

1.A COMMON BARRIER FREE ACCESSIBLE ROUTE FROM THE PUBLIC SIDEWALK AND FROM THE NEARESTDISABLED PARKING SPACES THROUGH THE PRIMARY ENTRANCE OF THE BUILDING TO THE SPECIFICAREA OF ALTERATION OR ADDITION AND INTO THE ACCESSIBLE TOILETS SERVING THE ALTERATION ORADDITION.2.AT LEAST 48" WIDE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 12" BEVELED AT 1:2 MAXIMUMSLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 14" VERTICAL.3.THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM AND SMOOTH.4.PASSING SPACES AT LEAST 60"X60" ARE LOCATED NOT MORE THAN 200' APART.5.CONTINUOUS GRADIENTS HAVE 60" LEVEL AREAS NOT MORE THAN 400' APART.6.CROSS SLOPE DOES NOT EXCEED 2%.7.SLOPE IN DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED AS A RAMP.8.MAINTAIN PATH OF TRAVEL FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, PROTRUDINGOBJECTS GREATER THAN 4" PROJECTION FROM WALL OR EDGE AND 27" ABOVE FINISH GRADE.

K(N) FIRE DEPARTMENT KNOX BOX. INSTALL 5'-6" A.F.G.E(N) ELECTRICAL MAIN SHUTOFF.1.FIRE DEPARTMENT VEHICULAR ACCESS ROADS MUST BE INSTALLED AND MAINTAINED IN ASERVICEABLE MANNER PRIOR TO AND DURING THE TIME OF CONSTRUCTION.2.APPROVED BUILDING ACCESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATIONSHALL BE PROVIDED AND MAINTAINED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREETFRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABICNUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKEWIDTH OF 0.5 INCHES. FIRE CODE 505.1.3.AN APPROVED KEY BOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BE PROVIDED AS REQUIRED BYFIRE CODE 506. THE LOCATION OF EACH KEY BOX SHALL BE DETERMINED BY THE FIRE INSPECTOR.4.PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY CBC 903 AND FIRECODE 903. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW ANDAPPROVAL PRIOR TO INSTALLATION REASON:_______EXISTING BUILDINGSPRINKLERED__________________________ TYPE OF FIRE SPRINKLER SYSTEM: 903.3.1.1.5.THE MEANS OF EGRESS, AND EXIT DISCHARGE, SHALL BE ILLUMINATED AT ANY TIME THE BUILDING ISOCCUPIED WITH A LIGHT INTENSITY NOT LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL.CBC 1006.2.6.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY ORANY SPECIAL KNOWLEDGE OR EFFORT. CBC 1008.1.9.7.PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS REQUIRED BY FIRE CODE 906.8.THE STORAGE, USE AND HANDLING OF COMPRESSED GASSES IN COMPRESSED GAS CONTAINERS,CYLINDERS, TANKS AND SYSTEMS SHALL COMPLY WITH THE FIRE CODE CHAPTER 53 AND NFPA 55.9.COMPRESSED GAS CYLINDERS SHALL BE CLEARLY MARKED WITH THE NAME OF THE GAS CONTAINEDTHEREIN. FIRE CODE 5301.1 CYLINDERS CONTAINING CARBON DIOXIDE SHALL BEAR GRAY COLORMARKINGS AND LABELS.10.CO2 SYSTEMS SHALL BE INSTALLED SO THE STORAGE TANKS, CYLINDERS, PIPING, AND FITTINGS AREPROTECTED FROM DAMAGE BY OCCUPANTS DURING NORMAL FACILITY OPERATIONS. FIRE CODE5307.3.1.11.OPERATIONAL PERMITS SHALL BE OBTAINED FOR ANY CO2 ENRICHMENT SYSTEMS UTILIZING MORETHAN 100 POUNDS (874 CUBIC FEET AT NTP) OF CO2 AND CO2 ENRICHMENT SYSTEMS WITH ANYQUANTITY OF CO2 HAVING A REMOTE FILL CONNECTION. FIRE CODE 105.6.4.112.A CONSTRUCTION (BUILDING) PERMIT IS REQUIRED FOR THE INSTALLATION OF THE GAS DETECTIONSYSTEM. FIRE CODE 105.7.19.13.WET LOCATIONS: GROW ROOMS WILL BE CONSIDERED DAMP/WET LOCATIONS AS THEY ARE SUBJECTTO WASH DOWN AND SUBJECTED TO HIGH HUMIDITY. INDOOR WET LOCATION WIRING METHODSSHALL MEET THE REQUIREMENTS OF THE CEC ARTICLE 300.3 (D) WHEN HUMIDITY IS LEFTUNCONTROLLED >50%.14.CIRCUIT INTERRUPTERS: GROUND FAULT INTERRUPTERS ARE REQUIRED FOR PERSONNEL PROTECTIONIN THE WET LOCATIONS.15.NM CABLES: NM CABLE (ROMEX) IS NOT ALLOWED FOR THE USE IN WET LOCATIONS (I.E., GROWROOMS) PER THE CEC ARTICLE 334.10.16.PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS AS REQUIRED BY FIRE CODE 906. (E) FIRE HYDRANT
PARKING:EXISTING PARKING (NO CHANGE)256 TOTAL PARKING SPACES PROVIDED AND MAINTAINED ON PARCEL.

PROPERTY LOCATION:7109 TELEGRAPH RD.MONTBELLO, CA 90640LEGAL DESCRIPTIONTR=62237 LOT 2 CONDO UNIT 2 (AIRSPACE AND 1/17 INT IN COMMON AREA)APN NO.6354-024-033ZONINGM2 - HEAVY MANUFACTURINGGENERAL PLAN LAND USE DESIGNATIONCOMMERCIAL - MANUFACTURINGUSEEXISTING: WAREHOUSE / LIGHT MANUFACTURING.PROPOSED USE: CANNABIS CULTIVATION, DISTRIBUTION, VOLOTILE MANUFACTURING,DELIVERY/NON-STOREFRONT RETAIL SALES.LOT AREA62,290.8 SQ. FT. (1.43 ACRES)GROSS FLOOR AREA (PROPOSED)4,530 SQ. FT.FLOOR AREA RATIO: N/A, STRUCTURE IS EXISTING, NO CHANGES TO BUILDING ENVELOPE.EXISTING BUILDING TYPE: CONSTRUCTION TYPE IIIB.

LEGAL OWNER: S.B. MONTEBELLO INVESTMENTS, LLC6600 TELEGRAPH RD.,COMMERCE, CA 90040 A
NOISE LEVEL REQUIREMENT: NOISE LEVELS GENERATED BY THEOPERATION OF SUCH ESTABLISHMENT SHALL NOT EXCEED 65 dBABETWEEN THE HOURS OF 7 A.M. TO 10 P.M. AND NOT EXCEED 60 dBABETWEEN THE HOURS OF 10 P.M. TO 7 A.M., SO AS TO MITIGATE THEIMPACT ON THE ADJOINING PROPERTIES ZONED OR USED FORRESIDENTIAL PURPOSES. THE MEASUREMENT OF NOISE LEVELSSHALL BE TAKEN AT THE LOCATION OF THE SHARED PROPERTY LINE.EXTERIOR LIGHTING REQUIREMENT: THE EXTERIOR LIGHTING OF THEPARKING AREA SHALL BE KEPT AT AN INTENSITY OF BETWEEN ONE-AND 2-FOOT CANDLES, SO AS TO PROVIDE ADEQUATE LIGHTING FOREMPLOYEES WHILE NOT DISTURBING SURROUNDING RESIDENTIAL ORCOMMERCIAL AREAS. LIGHT SOURCES SHALL BE SHIELDED FROMADJACENT PROPERTIES AND FROM THE SKY. (E) PARKING LOT LIGHT STANDARD.(E) EXTERIOR LIGHTING WALL PACK. (E) SECURITY FENCING AT NEIGHBORING PARCEL.B
C
(E) FIRE DEPT. CONNECTION AND BACK FLOW DEVICE.

SHEET NUMBER:

REVISIONS
SITE PLANSHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A1.0

FIRE DEPARTMENT NOTESSITE PLAN LEGEND

SITE PLAN KEYNOTES

SITE PLAN NOTES

SITE PLAN INFORMATION
AREA MAPARCHITECT PATH OF TRAVEL STATEMENTSCALE: 132" = 1'-0"SITE PLAN NB SITE PLAN SHOWN FOR REFERENCE ONLY.NOT SITE WORK.
90% CD'SCUSE PERMIT SUBMITTAL
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

23 A
(E) ROOF ACCESS FROM INSIDE BUILDINGENGINEERING ROOM. 11'-6"DISTANCE FROM ROOF HATCH OPENING TO INSIDE EDGE OF PARAPET.4
11'-6"
AA
AREA OF WORK BELOWAREA OF WORK BELOWSBR1IN-DUCT OZONE ODOR MITIGATIONDEVICE INSTALLED IN INTERSTITIALSPACE BELOW. (E)
(E)
SBR1IN-DUCT OZONE ODOR MITIGATIONDEVICE INSTALLED IN INTERSTITIALSPACE BELOW. (N) 5-TON CONDENSING UNIT.SERVICE AREA: MOM-CLONEOPER. WT. = 300 LBS. (N) 5-TON CONDENSING UNIT.SERVICE AREA: MOM-CLONEOPER. WT. = 300 LBS. (N) 5-TON CONDENSING UNIT.SERVICE AREA: MOM-CLONEOPER. WT. = 300 LBS. (N) 5-TON CONDENSING UNIT.SERVICE AREA: MOM-CLONEOPER. WT. = 300 LBS. (N) 5-TON CONDENSING UNIT.SERVICE AREA: MOM-CLONEOPER. WT. = 300 LBS. (N) 5-TON CONDENSING UNIT.SERVICE AREA: MOM-CLONEOPER. WT. = 300 LBS. 6'-0"230'-0"
4'-312"
29'-5"TELEGRAPH ROAD
INTERSTATE 5
BANDINI BLVD.

1.(N) ROOF MOUNTED CONDENSING UNITS FOR CULTIVATION OPERATIONS. SEE MECHANICALDRAWINGS. (E) ROOF MOUNTED HVAC PACKAGE UNIT, TYP. OF 2 TO BE RE-USED. SEE MECHANICAL DRAWINGS.A(N) ROOF MOUNTED HVAC MECHANICAL EQUIPMENT, TYP.BC PREPARED BY:OWNER:
(E) 4' X 8' FIXED SKYLIGHT WITH VENTING. TYP.

A
ODOR CONTROL NOTE: EXHAUST ODORS FROM CULTIVATIONOPERATIONS TO BE CONTROLLED WITH IN-DUCT OZONE GENERATORS.

ROOF SCREENING NOTE: ROOF MOUNTED MECHANICAL EQUIPMENTSHALL NOT BE VISIBLE IN ANY DIRECTION FROM A PUBLICRIGHT-OF-WAY OR ADJACENT RESIDENTIAL PROPERTY. PROVIDESCREENING AS REQUIRED BY THIS CODE. FINAL APPROVAL SUBJECTTO SITE INSPECTION.

SHEET NUMBER:

REVISIONS
ROOF PLANSHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A1.1
SCALE: 316" = 1'-0"ROOF PLAN
N
SCALE: 316" = 1'-0"SITE LINE EXHIBIT (STREET VIEW)

ROOF SCOPE OF WORK

ROOF PLAN NOTESROOF PLAN KEYNOTES
B
C
B
90% CD'SCUSE PERMIT SUBMITTAL
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

2 34
A 3'-2"3'-2"47
27'-0"
34'-1"
MEN'SRESTROOM10XXX SFWOMEN'SRESTROOM10XXX SFOFFICE10XXX SF OPEN OFFICE10XXX SFENTRY10XXX SF
STAIRS10XXX SFDN UPSTAIRS10XXX SF
OPEN OFFICE200XX SF
WAREHOUSE10XXX SF
12'-4"19'-2"14'-6"12'-112"
14'-6"12'-112"5'-012"18'-3"
8'-5"8'-3"14'-4"
AA 54'-6"XFRM
PREPARED BY:OWNER:(E) BUILDING SHELL TO REMAIN.(E) PARTITION WALLS TO REMAIN.

1.PRIOR TO BID, CONTRACTOR SHALL VISIT THE SITE TO ADEQUATELY DETERMINE ALL PRE-EXISTINGCONDITIONS AND THE FULL EXTENT OF ALL REQUIRED DEMOLITION. BY THE ACT OF SUBMITTING A BID,THE CONTRACTOR WILL BE DEEMED TO HAVE COMPLIED WITH FORGOING, TO HAVE ACCEPTED SUCHCONDITIONS, AND TO HAVE MADE ALLOWANCES THEREFORE IN PREPARING HIS BID.2.CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURALSTABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION.3.ELECTRICAL, MECHANICAL AND PLUMBING TO BE REMOVED TO THE FURTHEST TERMINATION POINT ONTHE FLOOR. REMOVE ALL UNUSED DISCONNECTED HVAC, ELECTRICAL, PLUMBING AND PHONE/DATACABLING ABOVE CEILING AND REMOVE TO THE FURTHEST POINT ON THE FLOOR.4.CONTRACTOR TO COORDINATE REMOVAL AND STORAGE OF ALL EQUIPMENT AND FIXTURES WITH OWNER.5.WHERE ANY PLUMBING, MECHANICAL, OR ELECTRICAL ITEMS, LINES, CONDUITS, PIPES, FIXTURES, ETC.,HAVE BEEN REMOVED; PLUG AND CAP AS NECESSARY TO CONCEAL ABANDONED ITEMS, PATCH ANDREPAIR AS NECESSARY.6.CONTRACTOR TO PATCH AND REPAIR ANY DAMAGED PORTIONS OF THE BUILDING TO REMAIN.7.THIS PLAN INDICATES A GENERAL DEMOLITION SCOPE OF WORK TO BE PERFORMED AND DOES NOTRELIEVE THE CONTRACTOR FROM OTHER INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE THEBUILDING MODIFICATIONS AS SHOWN AND REQUIRED BY THE CONTRACT DOCUMENTS.8.ANY ITEMS SALVAGED BY THE CONTRACTOR SHALL BE DISPOSED OF PROPERLY OFF-SITE AND IN ANEXPEDITIOUS MANNER.9.PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION AND CONSTRUCTION WORK, AS SETFORTH IN THE BUILDING CODE. HEIGHT AND BARRICADE CONSTRUCTION, IF ANY TO BE DETERMINED BYTHE LOCAL PUBLIC AGENCY.10.IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR CONSTRUCTION,HE SHALL IMMEDIATELY STOP WORK AND NOTIFY OWNER.11.DURING REMOVAL OF OVERHEAD ELEMENTS, PROVIDE PROPER PROTECTION FROM FALLING OBJECTS.12.COMPLETE DEMOLITION IN AN ORDERLY AND CAREFUL MANNER. ENSURE THAT NO EXISTINGCONSTRUCTION IS DISMANTLED, DEMOLISHED OR REMOVED WITHOUT KNOWING SPECIFICALLY WHAT ITIS, HOW IT SHOULD BE HANDLED, AND WHAT IMPACT ITS REMOVAL OR DEMOLITION MAY HAVE ONEXISTING CONSTRUCTION, STRUCTURE, AND BUILDING SERVICES. IF THERE ARE ANY QUESTIONSCONCERNING THE DEPOSITION OF EXISTING CONSTRUCTION ENCOUNTERED, NOTIFY ARCHITECT INWRITING BEFORE PROCEEDING. ASSUME ALL RESPONSIBILITY AND LIABILITY, INCLUDING RESPONSIBLEFOR MAINTAINING STRUCTURAL INTEGRITY OF ALL WORK. CONSEQUENTIAL DAMAGES RESULTANT OFFAILURE TO PROCEED WITHOUT REASONABLE CAUTION.13.CEASE OPERATIONS AND NOTIFY OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARSENDANGERED. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED AND ASSURED.14.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE,PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATERGENERATED BY CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYEDOR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM.15.UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL PROVIDE THAT ALL AREAS ARELEFT BROOM CLEAN.16.MAINTAIN A FULLY CHARGED FIRE EXTINGUISHER READILY AVAILABLE DURING ALL DEMOLITIONOPERATIONS. 2134(E) ELECTRICAL EQUIPMENT TO BE RELOCATED. SEE ELECTRICAL PLANS.

EXISTING NON-BEARING/NON-SHEAR WALLS TO BE REMOVED. CONTRACTOR TOVERIFY NON-BEARING STATUS OF WALLS.EXISTING DOOR TO REMAIN.EXISTING DOOR TO BE REMOVED.

1.UNIVERSAL WASTE. [BSC-CG, DSA-SS] THE WASTES LISTED BELOW ARE SUBJECT TO REGULATIONPURSUANT TO CHAPTER 23 OF TITLE 22, CALIFORNIA CODE OF REGULATIONS, AND SHALL BE KNOWN AS"UNIVERSAL WASTES". THESE WASTES ARE TO BE DIVERTED FROM LANDFILLS.1.1.BATTERIES, AS DESCRIBED IN TITLE 22 CCR, SECTION 66273.2, SUBSECTION (A);1.2.ELECTRONIC DEVICES, AS DESCRIBED IN TITLE 22 CCR, SECTION 66273.3, SUBSECTION (A);1.3.MERCURY-CONTAINING EQUIPMENT, AS DESCRIBED IN TITLE 22 CCR, SECTION 66273.4,SUBSECTION (A);1.4.LAMPS, AS DESCRIBED IN TITLE 22 CCR, SECTION 66273.5, SUBSECTION (A);1.5.CATHODE RAY TUBES, AS DESCRIBED IN TITLE 22 CCR, SECTION 66273.6, SUBSECTION (A);1.6.CATHODE RAY TUBE GLASS, AS DESCRIBED IN TITLE 22 CCR, SECTION 66273.7, SUBSECTION (A);AND1.7.AEROSOL CANS, AS SPECIFIED IN HEALTH AND SAFETY CODE, SECTION 25201.16.

REMOVE ALL IN-FLOOR ANCHORS. PREPARE SURFACE FOR FINISH.PROVIDE NEW DOOR OPENING. SEE DETAIL X/A6.X.EXISTING ROLL UP DOOR TO REMAIN.

SCALE: 316" = 1'-0"1ST FLOOR AS-BUILT / DEMO PLAN
NSCALE: 316" = 1'-0"MEZZANINE AS-BUILT DEMO PLAN
N

AS-BUILT / DEMOLITION PLAN LEGEND

AS-BUILT / DEMOLITION PLAN KEY NOTES

AS-BUILT / DEMOLITION PLAN NOTES

UNIVERSAL WASTE NOTES
SHEET NUMBER:

REVISIONS

AS-BUILT /DEMOLITIONPLAN
SHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A1.2
B
90% CD'SCUSE PERMIT SUBMITTAL
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

234
A 3'-2"47
27'-0"
34'-1"
(E) MEN'SRESTROOM103112 SF(E) WOMEN'SRESTROOM102109 SF(E) OFFICE101197 SF WOMEN'S LOCKER104121 SFENTRY100140 SF
STAIRS106168 SFDN UPSTAIRS106
TRIM200989 SF
MOTHER / CLONE1083,049 SF
11'-612" 11'-612"14'-6"12'-112"
14'-6"12'-112"5'-012"18'-3"
8'-5"8'-3"14'-4"
AA
DDDDHC
T1T2
49'-112"
51'-312"1'-1"4'-012"F1TYP.

DH1DH1DH1
DH1DH1DH1
DH1DH1DH1
DH1DH1
DH1
FC1
DHS1
AA4
FLOWER 410XXX SF
HALLWAY 1105199 SF
3-TIER ROW OFRACKING3-TIER ROW OFRACKING GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING
TYP. OF 6PER ROWOFRACKING1-TIER ROW OFRACKING1-TIER ROW OFRACKING TYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKING GR1GL2TYP. OF 5PER ROWOFRACKINGGR1GL2TYP. OF 5PER ROWOFRACKINGGR1GL2TYP. OF 5PER ROWOFRACKINGGR1GL2TYP. OF 5PER ROWOFRACKINGGR1GL2TYP. OF 5PER ROWOFRACKINGGR1GL2TYP. OF 5PER ROWOFRACKINGGR1GL2TYP. OF 5PER ROWOFRACKING 1112"3'-0"1'-012"17'-0"AC1 AC1
AC1
FLOWER 310XXX SF
AC1
EF1
AF1
AC1
GR2GR2GL3GL3AC1
5'-0"
SHIPPING107203 SF VESTIBULE10952 SF
HS1MS1 3C1
CO2a1C1
100.0
101.0 105.0103.0
108.1101.1107.0
107.1 109.0108.3108.2
102.0
108.0
107.1
1A.3.1 1A.3.1FC1
FC1FC1FC1
FC1
HB
GFI+18"
GFI+18"
GFI+18"
GFI+18"
GFI+18"
WH1
SB
MEN'S LOCKER110121 SF
8'-0"9'-612"4'-6"
EF1
HALLWAY 2111120 SF
3 & 29A6.2
100.1104110
200.0
6 & 8A6.2
6 & 8A6.2
15A6.215A6.2
SHEET NUMBER:

REVISIONS

FLOOR PLAN
SCALE: 316" = 1'-0"1ST FLOOR PLAN
SHEET NAME:

PREPARED BY:OWNER:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

A.CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.B.ALL FINISHED PARTITIONS SHALL BE PLUMB, STRAIGHT AND TRUE ANDSHALL HAVE TAPED JOINTS, FLUSH AND SMOOTH.C.PROVIDE BACKING IN WALLS FOR WALL HUNG FIXTURES AND CABINETS ASREQUIRED.D.CONTRACTOR TO SUBMIT SUBMITTALS OF ALL (FINISHES, PLUMBINGFIXTURES, ELECTRICAL COMPONENTS, DOOR HARDWARE AND LIGHTFIXTURES) TO ARCHITECT FOR WRITTEN APPROVAL PRIOR TO ORDERINGMATERIAL. IF SUBMITTALS ARE NOT SUBMITTED AND APPROVED IN WRITINGTHE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITHREPLACEMENT.E.SUBMIT CUT-SHEET OR ACTUAL DOOR SAMPLE FOR APPROVAL PRIOR TOPURCHASE OR FABRICATION OF DOORS, HARDWARE SCHEDULE.F.MAXIMUM DOOR OPERATION PRESSURE FOR INTERIOR DOORS SHALL BE 5LBS.G.DOOR HARDWARE SHALL BE PUSH-PULL OR OTHER TYPE WITH DOES NOTREQUIRE GRASPING AND TURNING.H.CONTRACTOR SHALL FURNISH AND INSTALL ALL DOORS, HARDWARE ANDFRAMES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION.I.ALL DOORS SHALL HAVE WALL OR FLOOR STOPS TO PREVENT DAMAGE TODOOR, HARDWARE OR ADJACENT WALL SURFACES.J.CONTRACTOR TO VERIFY ALL KEY REQUIREMENTS WITH LANDLORD/OWNERAND SHALL COORDINATE BUILDING STANDARD CYLINDERS AND KEYWAYS ASREQUIRED.K.ALL DOORS SPECIFIED SHALL BE FINISHED ON BOTH FACES AND ON THEHINGED AND STRIKE EDGES, TOP AND BOTTOM EDGES UNFINISHED.L.ALL PARTITIONS ARE DIMENSIONED FINISH TO FINISH.M.EVERY REQUIRED EXIT DOORWAY MUST BE OF A SIZE TO PERMIT THEINSTALLATION OF A 3'-0" BY 6'-8" DOOR MINIMUM. A MINIMUM CLEAR WIDTHOF 32" MUST BE PROVIDED. (2022 CBC 1008.1.1)N.CONTRACTOR/TENANT MUST COMPLY WITH (2019 CBC 1011.5, AND 1011.6) FOREXIT SIGN GRAPHICS, ILLUMINATION, AND POWER SOURCE.O.CONTRACTOR TO PROVIDE EXIT SIGNS READILY VISIBLE TO CLEARLY INDICATETHE DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL BE PROPERLYILLUMINATED. (2022 CBC 1011.5, 1011.6)P.CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS AND DIMENSIONS.Q.THE STORAGE, USE AND HANDLING OF COMPRESSED GASSES IN COMPRESSEDGAS CONTAINERS, CYLINDERS, TANKS AND SYSTEMS SHALL COMPLY WITHTHE FIRE CODE CHAPTER 53 AND NFPA 55.R.COMPRESSED GAS CYLINDERS SHALL BE CLEARLY MARKED WITH THE NAMEOF THE GAS CONTAINED THEREIN. FIRE CODE 5301.1 CYLINDERS CONTAININGCARBON DIOXIDE SHALL BEAR GRAY COLOR MARKINGS AND LABELS.S.A GAS DETECTION SYSTEM SHALL BE PROVIDED TO MONITOR AREAS WHERECO2 CAN ACCUMULATE. THE SYSTEM SHALL BE SESIGNED TO INITIATE ALOCAL AUDIBLE AND VISIBLE ALARM IN THE ROOM OR AREA IN WHICH THESENSOR IS INSTALLED WHEN THE LEVEL OF CO2 EXCEEDS 5,000 PPM. FIRECODE 5307.5.2T.INDOOR STORAGE AND USE AREAS AND STORAGE BUILDINGS SHALL BEPROVIDED WITH VENTILATION IN ACCORDANCE WITH THE REQUIREMENTS OFSECTION 5004.3. WHERE MECHANICAL VENTILATION IS PROVIDED, THESYSTEMS SHALL BE OPERATIONAL DURING SUCH TIME AS THE BUILDING ORSPACE IS OCCUPIED. EXCEPTION: A GAS DETECTION SYSTEM COMPLYING WITHSUBSECTION (I.5) SHALL BE PERMITTED IN LIEU OF MECHANICALVENTILATION. FIRE CODE 5307.5.1 (N) FIRE EXTINGUISHER, 20 LB., CLASS 4-A:80-B:C, ULRATED PORTABLE FIRE EXTINGUISHER. SEE FIREEXTINGUISHER PLAN FOR SPECIFIC TYPES ANDADDITIONAL LOCATIONS.EXIT SIGN. BATTERY BACKED.XXXXPROCESS EQUIPMENT NUMBER. SEE SHEET A.5.0EQUIPEMENT SCHEDULE. (N) DOOR OPENING. SEE DOOR SCHEDULE.1
HB(N) HOSE BIB. SEE PLUMBING DRAWINGS.
(N) WATER HEATER, WH-1. SEE PLUMBING DRAWINGS. MOUNT ONWALL ABOVE.2 EQUIPMENT ABOVE. SEE A.5.0 EQUIPMENT SCHEDULE.SEE STRUCTURAL DRAWINGS FOR ATTACHMENTDETAILS. (E) ACCESSIBLE RESTROOMS. PER HEALTH DEPARTMENTREQUIREMENTS, RESTROOMS ARE TO BE FITTED WITH LIGHT SWITCHACTIVATED EXHAUST FANS.3 DOOR NUMBER (SEE DOOR SCHEDULE SHEETA5.0)10X.X
(N) MOP SINK. PROVIDE BACKFLOW PROTECTION DEVICE, MOP RACK,AND CHEMICAL SHELF.4(N) NSF APPROVED WIRE SHELVING, TYP.5(N) EMPLOYEE LOCKERS. MFG: EAGLESTONE. MODEL: CLEANLOCKERS.PROVIDE 1 LOCKER FOR EACH PRODUCTION EMPLOYEE. EMPLOYEESWILL BE GOWNING OVER STREET CLOTHES.6(N) RACKING SYSTEM, TYP. SEE A5.0, EQUIPMENT SCHEDULE.7(N) BELOW GRADE INDUSTRIAL WASTE SAMPLE BOX. SEEPLUMBING DRAWINGS.8 N
TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA (N) 4" THICKNESS PREFABRICATED INSULATEDPANEL WALLS. SEE A2.0 FOR CEILING HEIGHT. SEEINSTALLATION DETAILS 10&11/A.6.1. (N) SECURITY DESK. SEE OWNER FOR SIZING.9(N) TACTILE EGRESS SIGN. SEE DETAIL 8/A.6.210

ACONCEPTUAL
PROVIDE CEMENT BD. OVER METAL STUD PLUMBING FURR-OUTWALL.11 (N) ELECTRICAL POWER AND LIGHTING SUBPANEL.SEE ELECTRICAL DRAWINGS.

ELECTRICAL TRANSFORMER. LOCATE ABOVE CEILING.12HEALTH DEPARTMENT REQUIRED FLOOR DRAIN.13 16 (E) BUILDING SHELL TO REMAIN.(E) PARTITION WALLS TO REMAIN.(E) DEMISING WALL. CONTRACTOR TO SEAL ALLHOLES AND GAPS TO MITIGATE AIR TRANSFER TOADJACENT SUITE. 3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net SCALE: 316" = 1'-0"MEZZANINE FLOOR PLAN
N
A1.3
B

FLOOR PLAN LEGEND

FLOOR PLAN KEY NOTES

FLOOR PLAN NOTES
RELOCATED ELECTRICAL PANEL.14CO2 EXHAUST DROP. EXHAUST SYSTEM INTAKE TO BE WITHIN 12"FROM FLOOR.15 A6.0
(E) ELECTRICAL TRANSFORMER RELOCATED TO LOCATION SHOWN.SEE ELECTRICAL DRAWINGS.16 (N) PARTITION WALL. MATCH ADJACENT WALLHEIGHTS. SEE DETAIL 4/A6.0. 90% CD'SCUSE PERMIT SUBMITTAL
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

234
A47
27'-0"
34'-1"
(E) MEN'SRESTROOM103112 SF(E) WOMEN'SRESTROOM102109 SF(E) OFFICE101197 SF WOMEN'S LOCKER104121 SFENTRY100140 SF
STAIRS106168 SFDN UPSTAIRS106
TRIM200989 SF
MOTHER / CLONE1083,049 SF
11'-612" 11'-612"14'-6"12'-112"
14'-6"12'-112"5'-012"18'-3"
8'-5"8'-3"14'-4"
AA 49'-112"
51'-312"
AA4
FLOWER 410XXX SF
HALLWAY 1105199 SF
FLOWER 310XXX SF
5'-0"
SHIPPING107203 SF VESTIBULE10952 SF
76'-6"
43'-9"74'-7"
85'-0"
62'-2"57'-8"19'-6"
100.0
101.0 105.0103.0
108.1101.1107.0
107.1 109.0108.3108.2
102.0
108.0
107.1
MEN'S LOCKER110121 SF
8'-0"9'-612"4'-6"HALLWAY 2111120 SF
3 & 29A6.2
100.1104110
200.0
6 & 8A6.2
6 & 8A6.2
15A6.215A6.2
(N) 6" THICKNESS PREFABRICATED INSULATED PANELWALLS. 12'H.(N) 4" THICKNESS PREFABRICATED INSULATED PANELWALLS. 12'H.1.EACH EXIT DOOR THAT LEADS TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY SHALL BE ITENTIFIEDBY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE "EXIT STAIR DOWN"EXITSTAIRDOWN60" MAX.LINE OF FINISHED FLOOR48" MIN.CORRESPONDINGGRADE II BRAILLE2.A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM ANINTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN.EXITROUTE60" MAX.LINE OF FINISHED FLOOR48" MIN.CORRESPONDINGGRADE II BRAILLE TACTILE EXIT SIGNPERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AT +60" A.F.F. MOUNTEDLOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHINSWING PATH OF THE DOORLITERARY BRAILLE STANDARD DIMENSIONSDOT DIAMETER - .059"INTER-DOT SPACING - .090"HORIZONTAL SEPARATION BETWEEN CELLS - 0.241"VERTICAL SEPARATION BETWEEN CELLS - 0.395"EXITCORRESPONDINGGRADE II BRAILLELETTERS AND NUMBERS SHALL BE RAISED 132", UPPER CASE SANS SERIF TYPE AND SHALL BEACCOMPANIED WITH GRADE II BRAILLE RAISEDCHARACTERS. SHALL BE AT LEAST 58" HIGH, BUTNO HIGHER THAN 2".

FIRE SEPARATION ANALYSIS PER 2022 CBC TABLE 508.4EXISTINGALTERATIONSINTERIOR SUITE SEPARATION WALLS: N/AN/AEXTERIOR WALLS:1-HOUR1-HOURPARTITION WALL WITHIN OCCUPANCIES:NON-RATEDNON-RATEDDEMISING WALLS BETWEEN OCCUPANCIES:1-HOUR1-HOUREGRESS CORRIDORS:N/AN/A SCALE: 316" = 1'-0"EXIT ANALYSIS (1ST FLOOR) NSCALE: 316" = 1'-0"EXIT ANALYSIS (MEZZANINE
N

EGRESS PATH OF TRAVEL
REQUIRED EXIT WIDTHNUMBER OFOCCUPANTSSTAIRWIDTH REQ.(OCC X 0.3)DOOR WIDTH (OCC.X 0.2) 2022 CBCSECTION 1005.3.2STAIRWIDTHPROVIDEDNUMBEROF EXITSPROVIDEDDOOR WIDTHPROVIDED5215.6"10.4"60"232" A.PER 2022 CBC TABLE 1017.2, TRAVEL DISTANCE SHALL NOT EXCEED 200' TO ANEXIT DOOR.B.COMMON PATH OF EXIT TRAVEL SHALL NOT EXCEED 100' FOR 'B' AND 'F'OCCUPANCIES.C.PROVIDE MEANS OF EGRESS LIGHTING WITH EMERGENCY POWER SUPPLY. CBC1008.3. SPECIFY 0.2 FOOT CANDLE DURING THE PERFORMANCE AND THAT THEILLUMINATION IS AUTOMATICALLY LIT TO 1 FOOT CANDLE WHEN ACTIVATED. CBC1008.2D.EXIT SIGNS TO BE PROVIDED WITH AUXILIARY POWER SOURCE OR BATTERYBACKUP.E.PROJECT ELECTRICAL PLANS SHALL INDICATE THAT THE MEANS OF EGRESSILLUMINATION SHALL NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKINGSURFACE. CBC SECTION 1008.2.1

COMMON PATH OF EGRESS
SHEET NUMBER:

REVISIONS
EXIT ANALYSISSHEET NAME:

STAMP:JOB NUMBER:XXXXXDATE:00.00.00
DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba INTREPID GROUP AND MAY NOT BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dbaINTREPID GROUP.

PREPARED BY:OWNER:

PROJECT:

CONSULTANT:
3404 Via Oporto, Ste. 201Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A1.4

FLOOR PLAN LEGEND
EXIT SIGN. BATTERY BACKED.

EXIT ANALYSIS NOTESEXIT ANALYSIS KEYNOTES

ACCESSIBLE PATH OF TRAVEL
TACTILE EGRESS SIGN. SEE 8/A6.1

ASCHEMATIC
OCCUPANT LOAD CALCULATIONROOM #ROOMTYPELOADFACTORGROSSFLOORAREAOCCUPANCY LOAD100ENTRYB150206206 / 150 = 1.37101OFFICEB150197197 / 150 = 1.31102WOMEN'S RESTROOMB150109109 / 150 = 0.73103MEN'S RESTROOMB150112112 / 150 = 0.75104OPEN OFFICEB150104104 / 150 = 0.69105HALLWAYF-1100199199 / 100 = 1.99106STAIRSF-1100168168 / 100 = 1.68107SHIPPINGF-1100203203 / 100 = 2.03108MOTHER-CLONEF-11003,0493049 / 100 = 30.49109VESTIBULEF-11005252 / 100 = 0.52200TRIMF-1100989989 / 300 = 9.89TOTAL = 52 (E) BUILDING SHELL TO REMAIN.(E) PARTITION WALLS TO REMAIN.TACTILE EXIT SIGNS TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA B60% CD'S
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

234
A47
27'-0"
34'-1"
(E) MEN'SRESTROOM103112 SF(E) WOMEN'SRESTROOM102109 SF(E) OFFICE101197 SF WOMEN'S LOCKER104121 SFENTRY100140 SF
STAIRS106168 SFDN UPSTAIRS106
TRIM200989 SF
MOTHER / CLONE1083,049 SF
11'-612" 11'-612"14'-6"12'-112"
14'-6"12'-112"5'-012"18'-3"
8'-5"8'-3"14'-4"
AA 49'-112"
51'-312"
F1TYP.

DH1DH1DH1
DH1DH1DH1
DH1DH1DH1
DH1DH1
DH1
FC1AA4
FLOWER 410XXX SF
HALLWAY 1105199 SF
AC1 AC1
AC1
FLOWER 310XXX SF
AC1
EF1
AF1
AC1
AC1
5'-0"
(N) (N) (N)
(N) (N) (N)(N)
(N)SHIPPING107203 SF VESTIBULE10952 SF
+15'-0"
+9'-0"+9'-0" +9'-0"+9'-0"+9'-0"
+9'-0" FC1
FC1FC1FC1
FC1
(N)
(N)
(N)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)(E)
(N)
(R)
(E)(E)
(N)
(E)(E)
1 WH1
MEN'S LOCKER110121 SF+9'-0"
8'-0"9'-612"4'-6"
EF1
+15'-0"+15'-0"
(R) (R)(R)
(N)HALLWAY 2111120 SF
NEW EXIT SIGN. BATTERY BACKED.+X'-X"CEILING HEIGHT(E) CEILING MOUNTED EXHAUST FAN. VENTED TOOUTSIDE. PER HEALTH DEPARTMENTREQUIREMENTS, EXHAUST FANS ARE TO BE LIGHTSWITCH ACTIVATED. (E) GYP BD. CEILING TO REMAIN.1(E) OPEN TO ROOF STRUCTURE. EXISTING INSULATION TO REMAIN.3(N) INSULATED FREEZER PANEL CEILING (MFG: DPS). SEEINSTALLATION DETAILS SHEET A6.14 XXXXPROCESS EQUIPMENT NUMBER. SEE SHEET A5.0EQUIPEMENT SCHEDULE. (E) CEILING GRID TO REMAIN.2STRONG-BACK STRUCTURAL REINFORCEMENT ABOVE CEILING TYP.SEE STRUCTURAL DRAWINGS. SEE 9/S1.015 NEW INDUSTRIAL 8FT. LED STRIP LIGHT FIXTURE.MFG: WAREHOUSE LIGHTING. MODEL: STLED, 65WOR 90W. SEE ELECTRICAL DRAWINGS.(E)(E) (N)
(E) CEILING MOUNTED FLUORESCENT LIGHTFIXTURE TO REMAIN.(E) 2X4 CEILING MOUNTED FLUORESCENT LIGHTFIXTURE TO REMAIN.

PROVIDE 1-HR RATED ASSEMBLY AT UNDERSIDE OF (E) STAIRS.PROVIDE 2-LAYERS OF GYP. BD. OVER (E) STAIR FRAMING.6 SCALE: 316" = 1'-0"CEILING PLAN
NSCALE: 316" = 1'-0"MEZZANINE CEILING PLAN
N
SHEET NUMBER:

REVISIONS
REFLECTEDCEILING PLANSHEET NAME:

STAMP:JOB NUMBER:XXXXXDATE:00.00.00
DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba INTREPID GROUP AND MAY NOT BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTEN CONSENT OF PD&C, INC. dbaINTREPID GROUP.

PREPARED BY:OWNER:

PROJECT:

CONSULTANT:
3404 Via Oporto, Ste. 201Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A2.0
ASCHEMATICB60% CD'S
TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA 11 62 2 2
2 3 4 4
44 PROVIDE GYP. BD. OVER METAL STUD WALLS AND CEILING TOENCLOSE STAIRWAY ABOVE 15' FREEZER PANEL CEILING.7

CEILING PLAN LEGEND

CEILING PLAN KEYNOTES
GENERAL1.SEE SPECIFICATIONS FOR ADDITIONAL NOTES AND REQUIREMENTS.2.SEE RESPONSIBILITY MATRIX FOR SCOPE DIVISIONS.3.AT NO TIME SHALL THE STOREFRONT OR OTHER CONSTRUCTION BESUSPENDED FROM THE UNDERSIDE OF THE FLOOR OR ROOFCONSTRUCTION ABOVE. AT ALL TIMES ITEMS ARE TO BE SUSPENDED FROMTHE BUILDING STRUCTURE OR SUPPORTED ON THE FLOOR.4.SEE MEP DRAWINGS FOR ADDITIONAL NOTES, SPECIFICATIONS ANDREQUIREMENTS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING,SPRINKLER AND FIRE ALARM WORK.5.G.C. IS RESPONSIBLE FOR SUBMITTING A COORDINATED SHOP DRAWINGINDICATING ELECTRICAL, MECHANICAL, SPRINKLER AND PLUMBING WORKABOVE PROPOSED CEILING. THE G.C. SHALL VERIFY ALL EXISTING FIELDCONDITIONS AND COORDINATE ROUTING AND PLACEMENT OF EQUIPMENTWITH ALL TRADES PRIOR TO THIS SUBMISSION.6.HEIGHTS INDICATED ARE FROM FINISHED FLOOR TO FINISHED CEILING.NOTIFY ARCHITECT OR OWNER TO REVIEW ANY DISCREPANCIES BETWEENPROPOSED CEILING HEIGHT AND EXISTING CONDITIONS AFTER DEMOLITIONWORK IS COMPLETED. 7 IN ADDITION TO CEILING ACCESS PANELSINDICATED IN PLAN, ALLOW FOR (3) EXTRA 24"X24" ACCESS PANELS IN THECONTRACT PRICE.8.ALL CEILING GRILLES, ACCESS PANELS AND SPRINKLER HEADS ARESHOWN ON PLAN FOR LOCATIONS ONLY. IF THERE IS A DISCREPANCYBETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS, G.C. SHALLCONTACT ARCHITECT FOR INSTRUCTIONS PRIOR TO ANY WORK AND SHALLINCLUDE IN THE CONTRACT PRICE THE MORE EXTENSIVE WORK SHOWN.9.UNLESS EXPRESSLY REQUIRED BY LOCAL CODE, NO LIGHT FIXTURES ONARE TO BE INSTALLED WITH A REMOTE TEST BUTTON. ALL LIGHTS SHALLHAVE INTEGRAL TEST BUTTONS. IF LIGHTS ARE INSTALLED WITH REMOTETEST BUTTONS.10.SPRAY PAINT ALL DIFFUSERS, GRILLES & EMERGENCY LIGHTS TO MATCHCEILING.SPRINKLER NOTES1.SPRINKLER COVERAGE SHALL BE THE RESPONSIBILITY OF THECONTRACTOR, MORE SPRINKLER HEADS MAY BE REQUIRED THAN SHOWN.SEE MEP SPRINKLER DRAWING FOR SPRINKLER HEAD LAYOUT.2.HEADS SHOWN FOR LOCATIONS RELATIVE TO LIGHT FIXTURES, WALLS ANDOTHER CEILING FEATURES ONLY. ALL SPRINKLER HEADS ON THE SALESFLOOR SHALL BE INSTALLED SO CENTERED ON LIGHT FIXTURES/GRILLES,ETC. AND EQUALLY SPACED BETWEEN LIGHT FIXTURES/GRILLES ETC.3.G.C. SHALL PROVIDE SPRINKLER AND FIRE ALARM SHOP DRAWINGSBASED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. SHOPDRAWINGS SHALL BE SUBMITTED, IN A TIMELY FASHION, FOR REVIEWPRIOR TO INSTALLATION. SHOULD INSTALLATION OCCUR PRIOR TO REVIEWAND APPROVAL, THE G.C. SHALL, AT THE OWNER'S OR ARCHITECT'SDISCRETION, BE REQUIRED TO RELOCATE HEADS AND DEVICES PERAPPROVED SHOP DRAWINGS. THE RELOCATION SHALL BE AT THE G.C.'SEXPENSE. SEE ENGINEER'S DRAWINGS FOR SPECIFICATIONS, DETAILS, ETC.

CEILING PLAN NOTES
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

51'-8"
AAA
71097111
PREPARED BY:OWNER:

CONSULTANT:

EXTERIOR ELEVATION01
FINISH KEYCODEDESCRIPTIONMANUFACTURERMODEL #COLORFINISH TYPENOTES (E) PAINT--(E) TAN-- ------ ------ ------ ABCD MATERIAL KEYCODEDESCRIPTIONMANUFACTURERMODEL #COLORFINISH TYPENOTES (E) CONCRETE PANEL--(E) TAN-- ------ ------ ------ 1234 0'-0"T.O. F.S.
29'-6"T.O. BLDG.1A
SCALE: 316" = 1'-0"
A(E) PREMISES ENTRANCE TO REMAIN.BELEVATION KEYNOTES(E) ROLLUP DOOR TO REMAIN.

A BC
C(E) EGRESS DOOR TO REMAIN.PROJECT:3404 Via Oporto, Ste. 201Newport Beach, CA 92663949.500.9416 www.intrepid-group.net TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA D
D(E) ADDRESS PLACARD . SIGNAGE UNDER SEPARATE APPLICATION AND PERMIT.

E
E(E) LEASE LINE.

SHEET NUMBER:

REVISIONS
EXTERIORELEVATIONSHEET NAME:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

ACONCEPTUAL
A3.0
B
EXTERIOR ELEVATION SHOWN FORREFERENCE ONLY. NO EXTERIOR WORK. 90% CD'SCUSE PERMIT SUBMITTAL
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

(E) PRIMARY TRUSS.
1FC 1DH
48'-812"
MOTHER / CLONE108HALLWAY105 1DH1DH
15'-0"22'-0"6'-0"(E) PURLIN TRUSS
(N) DPS PANEL CEILING
DUCT, TYP.INTERSTITIAL SPACE
PREPARED BY:OWNER:
0'-0"T.O. F.S.
22'-0"B.O. PRIMARY TRUSS(LOW POINT IN SPACE)15'-0"B.O. CEILING SHEET NUMBER:

REVISIONS
SECTIONSSHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A3.1
B60% CD'S
SCALE: 14" = 1'-0"ROOM SECTION01

SECTION KEYNOTES
NOTE: SECTION IS INTENDED TO PROVIDE A CONCEPTUAL REPRESENTATION OF THESPACE. ENGINEER/CONTRACTOR TO DETERMINE FINAL DUCT DESIGN ANDLOCATIONS.

STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

CULTIVATION EQUIPMENT SCHEDULETAGDESCRIPTIONMFG. / MODEL NO.QTY.ELECTRICALPLUMBING / MECHANICALLOADPHASECONN.COMMENTSWATERWASTEGASMBTUCOMMENTS

VOLTSHPKWAMPS
HOTCOLD AIR CURTAINCURTRON / AP-4-72-SS OREQUAL4120-6.4---------- AIR FILTER W/ FAN12" MAX FAN WITH CANFAN FILTER1120.489SEE MECHANICAL DRAWINGS.CONSULT OWNER ON LOCATION.CONTROLLER: HVAC / HUMIDITY / CO2TROLMASTER / HYDRO-XPRO1120------------ CO2 MONITORING AND ALARM SYSTEMTROLMASTER / CARBON-X1120------------ 5-TON HVAC CONDENSING UNITSEE MECHANICAL DRWGS.1------------SEE MECHANICAL DRAWINGSDEHUMIDIFIERQUEST / 22512230--5.3--------- EXHAUST FANCOOK11200.75----CO2 EXHAUST FAN.-----INSTALL PER FIRE CODE SECTION 5307& REGULATION 30. SEE MECHANICALDRAWINGS.WALL FANSCHAEFER9115 /2300.5----------- 5-TON HVAC FAN COIL UNITSEE MECHANICAL DRWGS.6------------CONDENSATE TO BE RECYCLED. SEEMECHANICAL DRAWINGS.8"W TRENCH DRAINCAST-IN-PLACE. GRATETO BE RATED FOR 310 PSI,.ABT, INC OR EQUAL1---------YES--SEE PLUMBING DRAWINGS12" X 12" FLOOR SINKZURN1---------YES--SEE PLUMBING DRAWINGSMOTHER GROW LIGHTFLUENCE / SPYDR 2x 4775--348---------- CLONE GROW LIGHTFLUENCE / RAZRMODULAR100LINEARFT. x 24"W------------- MOTHER ROOM GROW RACK, FIXEDSINGLE TIERTBDPER PLAN------NO ELECTRICALREQUIREMENTS-----14'-0" AFF OVERALL RACK HEIGHT,12'-6" AFF MAX PLANT HEIGHT.CLONE ROOM GROW RACK, FIXED 3-TIERTBDPER PLAN------NO ELECTRICALREQUIREMENTS-----4'-0" AFF OVERALL RACK HEIGHT, 6'-0"AFF MAX PLANT HEIGHT.HAND SINK W/SOAP AND TOWELDISPENSERSELECTRONIC SENSORFAUCET / KROWNE / HS-132------NO ELECTRICALREQUIREMENTSYESYESYES--SEE PLUMBING DRAWINGS.MOP SINKKROWNE / MS-24241------NO ELECTRICALREQUIREMENTSYESYESYES--PROVIDE BACKFLOW PREVENTIONDEVICE, MOP RACK AND CHEMICALSHELF. ODOR SCRUBBER12" UVONAIR OZONEIN-DUCT ODORELIMINATOR5120--.489--SEE ELECTRICALDRAWINGS-----TO BE INSTALLED IN DUCT, UP STREAMOF THE CO2 EXHAUST FAN.WATER TANK, 650 GAL.CHEM-TAINER1------NO ELECTRICALREQUIREMENTS-----TANK TO BE CONNECTED TO EXISTINGFURTIGATION SYSTEMWATER TANK, 55 GAL.CHEM-TAINER1------NO ELECTRICALREQUIREMENTS-----TANK TO BE CONNECTED TO EXISTINGFURTIGATION SYSTEM3 COMPARTMENT SINKADVANCE TABCO / 18" X24" BOWL SIZE1------NO ELECTRICALREQUIREMENTSYESYESYES--- TANK STYLE WATER HEATER (ELECTRIC)PLUMBING ENGINEER TOSPECIFY2------SEE PLUMBINGDRAWINGS------ DH1F1
GR1
T1
GL2GL3
CO2a1
FCU1
AF1CU1
GR2HS1MS1
3C1
EF1
AC1
WH1
FD1FS2
C1
FINISH SCHEDULESPACEFLOORWALL BASEWALLSCEILINGMILLWORKDOORS ANDJAMBSCOMMENTSNORTHEASTSOUTHWEST ROOM#ROOM NAMEMATERIALMATERIALMAT.FIN.MAT.FIN.MAT.FIN.MAT.FIN.MAT.FIN.COUNTERTOPCABINETFACE /MILLWORKFINISH 100ENTRYF-1WB-3GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1CT-1INTEGRAL--PT-1- 101OFFICEF-1WB-3GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1CT-1INTEGRAL--PT-1- 102WOMEN'SF-1WB-3GYP.BDM-1 / PT-1GYP.BDM-1 / PT-1GYP.BDPT-1GYP.BDPT-1PT-1INTEGRAL--PT-1INSTALL M-1 (FRP) TO 48"H WITHGLOSS PAINT (PT-1) ABOVE103MEN'SF-1WB-3GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1PT-1INTEGRAL--PT-1INSTALL M-1 (FRP) TO 48"H WITHGLOSS PAINT (PT-1) ABOVE104WOMEN'S LOCKERF-1WB-3GYP.BDM-1 / PT-1GYP.BDM-1 / PT-1GYP.BDPT-1GYP.BDPT-1CT-1INTEGRAL--PT-1INSTALL M-1 (FRP) TO 48"H WITHGLOSS PAINT (PT-1) ABOVE105HALLWAY 1F-1WB-3GYP.BDPT-1GYP.BDPT-1M-2PT-3M-2PT-3M-2PT-3--PT-1- 106STAIRSF-3F-3GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1M-2PT-3--PF-002 107SHIPPINGF-1WB-3GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1M-2PT-3M-2PT-3--PF-002 108MOTHER / CLONEF-1WB-1M-2PT-3M-2PT-3M-2PT-3M-2PT-3M-2PT-3--PT-1 109VESTIBULEF-1WB-1M-2PT-3M-2PT-3M-2PT-3M-2PT-3M-2PT-3--PT-1 110MEN'S LOCKERF-1WB-3GYP.BDM-1 / PT-1GYP.BDM-1 / PT-1GYP.BDPT-1GYP.BDPT-1CT-1INTEGRAL--PT-1INSTALL M-1 (FRP) TO 48"H WITHGLOSS PAINT (PT-1) ABOVE111HALLWAY 2F-1WB-3GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1CT-1INTEGRAL--PT-1 200TRIM ROOMF-2WB-2GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1GYP.BDPT-1CT-1INTEGRAL--PT-1 DOOR TYPESDOOR SCHEDULEDOORNO.ROOMDOORFRAMEHARDWAREGROUPOPERATINGHARDWAREPRE-HUNGGASKETCOMMENTS TYPEMFGMODELWIDTHHEIGHTTHICKMATERIALFINISHRATINGMATERIALFINISHRATING ENTRYAEXISTINGSTOREFRONT3'-0"8'-0"1-3/4"ALUMINUMEXISTING-ALUMINUMEXISTING-SET-4---PROVIDE SETUP FOR CARD-KEY ACCESS. A READILY VISIBLE SIGN SHALL BE POSTED ON THE EGRESS SIDE OFTHE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED". THIS SIGN SHALL BEIN LETTERS 1" HIGH ON CONTRASTING BACKGROUND.ENTRYATRUDOORFLUSH DOOR3'-0"8'-0"1-3/4"HOLLOW STEELPAINT-STEELPAINT-SET-2-YESYESPROVIDE 8X32 LITE. PROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPOFFICEAEXISTINGEXISTING3'-0"8'-0"1-3/4"EXISTINGPAINT-STEELPAINT-SET-2---PROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPOFFICEAEXISTINGEXISTING3'-0"8'-0"1-3/4"EXISTINGPAINT-STEELPAINT-SET-2---PROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPWOMEN'S REST.AEXISTINGEXISTING3'-0"8'-0"1-3/4"EXISTINGPAINT-STEELPAINT-SET-3---- MEN'S REST.AEXISTINGEXISTING3'-0"8'-0"1-3/4"EXISTINGPAINT-STEELPAINT-SET-3---- WOMEN'S LOCKERATRUDOORFLUSH DOOR3'-0"8'-0"1-3/4"HOLLOW STEELPAINT-STEELPAINT-SET-2-YESYESPROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPHALLWAY 1ATRUDOORFLUSH DOOR3'-0"8'-0"1-3/4"HOLLOW STEELPAINT-STEELPAINT-SET-2-YESYESPROVIDE 8X32 LITE. PROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPSHIPPINGAEXISTINGEXISTING3'-0"8'-0"1-3/4"EXISTINGPAINT-STEELPAINT-SET-2--YESPROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPSHIPPINGAEXISTINGROLL UP12'-0"12'-0"-EXISTINGPAINT-STEELPAINT-EXISTING--YES- MOTHER-CLONEATRUDOORFLUSH DOOR3'-0"8'-0"1-3/4"HOLLOW STEELPAINT-STEELPAINT-SET-2-YESYESPROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPMOTHER-CLONEATRUDOORFLUSH DOOR3'-0"8'-0"1-3/4"HOLLOW STEELPAINT-STEELPAINT-SET-2-YESYESPROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPMOTHER-CLONEATRUDOORFLUSH DOOR3'-0" PAIR8'-0"1-3/4"HOLLOW STEELPAINT-STEELPAINT-SET-2-YESYESPROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPMOTHER-CLONEATRUDOORFLUSH DOOR3'-0"8'-0"1-3/4"HOLLOW STEELPAINT-STEELPAINT-SET-2-YESYESPROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPVESTIBULEATRUDOORFLUSH DOOR3'-0"8'-0"1-3/4"HOLLOW STEELPAINT-STEELPAINT-SET-1-YESYESPROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPMEN'S LOCKERATRUDOORFLUSH DOOR3'-0"8'-0"1-3/4"HOLLOW STEELPAINT-STEELPAINT-SET-2-YESYESPROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPTRIM ROOMATRUDOORFLUSH DOOR3'-0"8'-0"1-3/4"HOLLOW STEELPAINT-STEELSTEEL-SET-2-YESYESPROVIDE 8X32 RATED LITE. PROVIDE SETUP FOR CARD-KEY ACCESS AND DOOR SWEEPHARDWARE TYPES A8'100.0
DOOR NOTES1.FURNISH AND INSTALL DPS FLOOR TRACK TO INSIDEOF DOOR OPENING (THROAT) AT ALL DOORS ININSULATED PANELS TO INCREASE RIGIDITY.2.EGRESS DOORS SHALL BE READILY OPENABLE FROMTHE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANYSPECIAL KNOWLEDGE OR EFFORT. CBC 1008.1.9.3.CONTRACTOR TO CONSULT ARCHITECT ON KEYING ANDSECURITY REQUIREMENTS. 100.1102.0103.0104.0105.0107.0107.1108.0108.1108.2108.3109.0110.0200.0SET-1PANIC HARDWARE MFG: VON DUPRIN, MODEL: 33A / 35A SERIES, FINISH: BRUSHED CHROME.HINGE 4-1/2” X 4-1/2” HAGER BB-1279 (STANLEY AND MCKINNEY ARE ACCEPTABLE ALTERNATES),BUTT HINGES, QUANTITY OF 3.STOPS QUALITY US26D, #331, FLOOR STOP FOR DOORS WITHOUT THRESHOLDS.CLOSER LCN 4040XP PARALLEL ARM DOOR CLOSER. TO ALLOW FOR 180 DEG. OPEN. FINISH TOMATCH LEVER.ELECTRIC STRIKE CONTACT OWNER'S SECURITY VENDOR FOR SPECIFICATION.SET-2LOCKSET HAGAR, TUBULAR LOCKSET, ACCESSIBLE LEVER. BRUSHED CHROME.HINGE 4-1/2” X 4-1/2” HAGER BB-1279 (STANLEY AND MCKINNEY AREACCEPTABLE ALTERNATES), BUTT HINGES, QUANTITY OF 3.STRIKE SETUP FOR CARD-KEY ACCESS WHERE APPLICABLE.STOPS HAGARD 268S, USD26. FLOOR STOP WITH CATCH.CLOSER LCN 4040XP PARALLEL ARM DOOR CLOSER. TO ALLOW FOR 180 DEG.OPEN. FINISH TO MATCH LEVER.SET-3INDICATING LOCKSET VIZILOK, MODEL: C3FK, ACCESSIBLE LEVER. BRUSHEDCHROME.HINGE 4-1/2” X 4-1/2” HAGER BB-1279 (STANLEY AND MCKINNEY AREACCEPTABLE ALTERNATES), BUTT HINGES, QUANTITY OF 3.STOPS HAGARD 268S, USD26. FLOOR STOP WITH CATCH.CLOSER LCN 4040XP PARALLEL ARM DOOR CLOSER. TO ALLOW FOR 180 DEG.OPEN. FINISH TO MATCH LEVER.SET-4ACCESSIBLE PULLS MFG. STANDARDHINGE STANDARD PIVOT HINGE.LOCKS FLOOR STRIKE TYPE. MFG. STANDARD.CLOSER BOX CLOSER. MFG STANDARD.

SBR1T2
101.0100.1
FINISH LEGENDCODEDESCRIPTIONMANUFACTURERMODEL #COLORFINISH TYPENOTES CT-12x4 GRID CEILING TILEARMSTRONG OREQUAL-USDA WHITESEMI GLOSS- F-1SEALED CONCRETEBONE DRYPRODUCTS, INC.BONE DRY PLUSCOLORLESS-HEALTH DEPARTMENT APPROVED SEALERF-2EPOXY FLOOR SYSTEM WITH INTEGRATED 6"HINTEGRATED 38"R COVE BASE.THERMAL CHEMOR EQUALARMOR BOND W/ ARMORFINISH CLEAR TOP COAT.C-GREYSMOOTH / ADDGRIT AT STAIRS.- F-3STAIR TREAD AND RISERARMSTRONGRAISED CIRCLEGRAPHITEGREYSTANDARDSTAIR TREADS SHALL COMPLY WITH CBC SECTION11B-504. CONTRASTING STRIPING TO BE FACTORYORDERED. SEE 29/A.6.2M-1FIBERGLASS REINFORCED PANEL (FRP)KEMLITE OREQUAL-WHITESMOOTH- M-2INSULATED FREEZER PANELDPS---- PT-1PAINTDUNN-EDWARDSEPOXYDEW 340WHISPERWHITEGLOSS EPOXY- PT-2PAINTDUNN-EDWARDSDEW 340WHISPERWHITELOW SHEEN- PT-3FACTORY APPLIED EPOXYDPS-USDA WHITESEMI GLOSS- WB-16"H, 3/8" RADIUS CONTINUOUS COVE BASE,SLIM FOOT TYPE.DPS6"H COVE BASEINCLUDED WITH DPSPANEL ORDER.USDA WHITESEMI GLOSS- WB-26"H, 38" RADIUS CONTINUOUS COVE BASEEPOXYTHERMAL CHEMOR EQUAL---- WB-3COVED RUBBER WALL BASE----- PREPARED BY:OWNER:

SHEET NUMBER:

REVISIONS
SCHEDULESSHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A5.0
B60% CD'S
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

NOT USED
SCALENTS3TYPICAL JOIST CEILING FRAMING (GYP. BD.)
A BB A

DETAIL 'A'DETAIL 'B'CEILING JOIST FRAMING PLAN

DETAIL 'C'BALLOONED FRAMED WALL CONDITION
SCALENTS7
SCALENTS9TYPICAL CEILING JOIST STUD SCHEDULE
SCALENTS1TYP. GP. BD. CLNG FRAMING ((E) FULL HT WOOD STD WALL)DETAIL 'A'DETAIL 'C' SCALENTS4TYPICAL NON-BEARING METAL STUD WALLSCALENTS

TYPICAL METAL STUD SCHEDULE INTERIORNOT USED
6SCALENTS
WALL BACKING TYPE "2"

ENDCONDITIONINTERMEDIATECONDITIONSPLICECONDITION
NOTES: 1.WHEN INSTALLING FIXTURES OR CABINETRY, PROVIDE STEEL SLEEVES AT ALL FASTENERS.2.EXTEND BACKING ONE STUD BAY BEYOND BEYOND EDGE OF CABINET OR EQUIPMENT.3.COORDINATE WITH TENANT ON LOCATIONS AND QUANTITY.FOR LOADS UP TO 100 LBS. OF SHEARFIELD CONFIRM MAX LOAD TO STUD WALL SCALENTS8SCALENTS10SCALENTS11
15SCALENTS SCALENTS12

SCALENTSSCALENTSSCALENTS
TYPICAL INTERIOR HEADER DETAIL @ DEMISING/PARTITION WALLS

MULTIPLE JAMB STUD SUPPORT DETAIL
SCALENTSWALL BACKING TYPE "1"

END CONDITIONINTERMEDIATECONDITIONSPLICECONDITION
NOTES: 1.WHEN INSTALLING FIXTURES OR CABINETRY, PROVIDE STEEL SLEEVES AT ALL FASTENERS.2.EXTEND BACKING ONE STUD BAY BEYOND BEYOND EDGE OF CABINET OR EQUIPMENT.3.COORDINATE WITH TENANT ON LOCATIONS AND QUANTITY.FOR LOADS UP TO 400 LBS. OF SHEARFIELD CONFIRM MAX LOAD TO STUD WALL2 5 DETAIL '8A'DETAIL '12'MAX STUDHEIGHT
NOT USEDSCALENTSNOT USED14
RESTROOM DIMENSIONS16
ACCESS. BASE CABINET AND FALSE TOE KICK
SCALENTSSLAB DETAIL17
(E) MEN'SRESTROOM103112 SF(E) WOMEN'SRESTROOM102109 SF103.0102.0C2'-6"4'1'-10"2'-6"1'-10"C4'5'3'3'-7"C8'-3"6'-1"17"-18"8'-5"6'-3"17"-18"C 5'-1"3'3'-7"

NOT USEDNOT USED
PREPARED BY:OWNER:

SHEET NUMBER:

REVISIONS
DETAILSSHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A6.0
B60% CD'S
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

SCALENTS2
SCALENTS5
SCALENTS3
SCALENTS68SCALENTS
1SCALENTSSCALENTS9SCALENTS

SCALENTS
SCALENTS4
SCALENTS7
DPS PANEL DETAILS (CONT.)
10 DPS PANEL DETAILS
11SCALENTSNOT USED12SCALENTS

NOT USED

NOT USED

NOT USEDNOT USED

NOT USEDNOT USEDNOT USEDNOT USED

NOT USED
PREPARED BY:OWNER:

THIS SHEET FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FORCONNECTIONS DETAILS THIS SHEET FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS FORCONNECTIONS DETAILS

T-BAR CEILING REQUIRES SPECIALINSPECTION
SHEET NUMBER:

REVISIONS
DETAILSSHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A6.1
B60% CD'S
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

4 max100X ³ 802030
X > 27685
1'-0"1'-0"36"34" MIN.TO 38" MAX.
36"34" MIN.TO 38" MAX.1'-0"TREADWIDTH12" + TREADWIDTHTOP OFRAMPBOTTOMOF RAMP 112"112" MIN.NOTES:1. HANDRAILS SHALL COMPLY WITH CBC §1014 & §11B-5052.THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION OF THE STAIR FLIGHT AT STAIRWAYSAND THE RAMP RUNS AT RAMPS FOR THE FULL LENGTH OF THE EXTENSION §11B-505.103.PROVIDE EXTENSIONS AS SHOWN EXCEPT WHERE RAILS ARE CONTINUOUS BETWEEN STAIR FLIGHTS.4.HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS §11B-505.25.EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE OR SHALL BE CONTINUOUSTO THE HANDRAIL OF AN ADJACENT STAIR FLIGHTHANDRAILS AND HANDRAIL EXTENSIONS AT STAIRS

HANDRAILS AND HANDRAILEXTENSIONS AT RAMPSHANDRAILSPLACEMENT

MATCH STAIRRUN HEIGHT

MATCH STAIRRUN HEIGHT

MATCH RAMPRUN HEIGHT

MATCH RAMPRUN HEIGHTMITERCORNER
27" MAX.
27" MAX.

MEN6" MIN.PICTOGRAMFIELD§11B-703.6.1
.
48" MIN.42"> 30"34"-38"
34"-38".

C
B
A
D 72"MIN.VARIES60"MIN.VARIES60" MIN.60" MIN. AS REQ'D48" MIN. CLRRAMP WIDTH72" MIN.VARIES (TYP.)60" MIN.60" MIN.72" MIN. AS REQ'D -48" MIN. CLR.RAMP WIDTH72" MIN.VARIES60"MIN.VARIES60" MIN.60" MIN.72" MIN.

RAMPSECTION

RAMP WITH TURNINGPLATFORM

RAMP WITH INTERMEDIATESWITCH-BACK PLATFORM

STRAIGHTRAMP RUN
-ALL RAMPS SHALL COMPLY WITH CBC §11B-405-ALL RAMPS MUST MEET HANDRAIL AND CURB REQUIREMENTS.-DOORS, WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3 INCHES.DOORS, IN ANY POSITION, SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42INCHES. REFER TO DETAIL 6(F)NOTE:ADJACENT SURFACE30" MAXIMUMHANDRAIL AT ALL RAMPS EXCEPT CURB RAMPSPROVIDE EDGE PROTECTION, A CURB OR A BARRIER, PER CBC SECTION11B-405.9GUARDRAIL WHEN ADJ.SURFACE IS >30" BELOWRAMP SURFACE

WHEN DOOR SWINGS ONTOLANDING REFER TO NOTE BELOW
INTERMEDIATE LANDING(MAX. SLOPE 1:48)INTERMEDIATETURNING LANDING(MAX. SLOPE 1:48)60" MIN. LANDING30" MAX. RISEPER RAMP RUN48" MIN. CLR. RAMP WIDTH BETWEEN EDGEPROTECTION, TYP.

TOP LANDING (MAX.SLOPE 1:48)
AS REQ'D. 48"MIN. CLR. RAMPWIDTH30" MAX. RISEPER RAMP RUN 30" MAX. RISE(TYP.) PER RAMPRUNWHEN DOOR SWINGS ONTO LANDINGREFER TO NOTE BELOW

WHEN DOOR SWINGS ONTOLANDING REFER TO NOTE BELOW
48" MIN. CLR.36" MIN. CLR.UNREASONABLEHARDSHIP ONLY48" MIN. CLR.36" MIN. CLR.UNREASONABLEHARDSHIP ONLY(TYP.)(TYP.)OBSTRUCTIONCURBSTREETSIDE WALKSIDE WALKNOTE:-SIDEWALKS SHALL COMPLY WITH CBC §11B-302 & 11B-403.5.1 EXCEPTION 3 (TYP.)(TYP.)CURBSTREET32" MIN. CLR. FORA MAX. OF 24" PERSECTION 11B-403.5.1EXCEPTION 132" MIN. CLR. FORA MAX. OF 24" PERSECTION 11B-403.5.1EXCEPTION 1 SPOUT HT.

MAX.MIN.8"6"27" MIN.9"
C
SIDE ELEVATION OFDRINKING FOUNTAIN36" MAX. ACCESSIBLEB18" MIN.MIN. 18" TO 19"5" MAX.15" MIN.

PROJECTED DRINKINGFOUNTAIN

RECESSED DRINKINGFOUNTAINA
NOTE:-DRINKING FOUNTAINS SHALL COMPLY WITH CBC §11B-307 & 11B-602 MIN. EXTENT OFWING WALLS6" MAX.MIN. 30"x48" CLR. FLOOR SPACEAT ACCESSIBLE FOUNTAINPROTECTION RAIL ASOCCURS - SEE FLOORPLAN DRINKING FOUNTAIN FORSTANDING PERSONACCESSIBLE DRINKINGFOUNTAINSTANDING PERSON:38" MIN. & 43" MAX.11" MIN.MAX.6"EQUIPMENTPERMITTEDWITHIN THISAREA 18" MIN.32" CLR. FOR SINGLE36" MIN. IF ALCOVEDEPTH IS >24"MIN. 30"x48" CLR.FLOOR SPACE ATACCESSIBLEFOUNTAIN

DRINKING FOUNTAIN FORSTANDING PERSONACCESSIBLE DRINKINGFOUNTAIN DRINKING FOUNTAINS:1.NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED.ONE DRINKING FOUNTAIN SHALL BE ACCESSIBLE AND ONE SHALLBE FOR STANDING PERSONS EXCEPT THAT, A SINGLE DRINKINGFOUNTAIN COMPLIES WITH THE ACCESSIBLE REQUIREMENTS ANDWITH THE STANDING PERSONS IS PERMITTED.2.WHEN MORE THAN THE MINIMUM NUMBER OF DRINKINGFOUNTAINS ARE PROVIDED, 50 PERCENT OF THE TOTAL NUMBEROF DRINKING FOUNTAINS PROVIDED SHALL BE ACCESSIBLE.3. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATEDCOMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELYBETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS NOTTO ENCROACH INTO PEDESTRIAN WAYS.4.DRINKING FOUNTAIN, WING WALLS & GUARDRAILS, ETC. SHALLNOT REDUCE THE REQUIRED ACCESSIBLE ROUTE/PATH WIDTH. .
...

THRESHOLDBELOW THRESHOLDATHRESHOLDBCLEVEL CHANGES121/2"MAX.1/4" MAX.

3.2.1. PILE HEIGHT1/2" MAX.COMPRESSED CARPET 1/4" MAX.TRANSITIONBETWEEN FLOORFINISHESFIN. FLOORLEVEL 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE.1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL CHANGE.1/4" MAXIMUM VERTICAL LEVEL CHANGE.NOTE:-TRANSITIONS SHALL COMPLY WITH CBC §11B-302, 11B-303, & 11B-404.2.5NOTES:
1/4"MAX.
.

DETAILB
HANDLEOR U SHAPED34" TO 44" LEVER

DETAILA

3.2.1. 1.

HARDWARE:

DOOR AND GATES:

PROVIDE A SMOOTH SURFACEWITHIN 10" OF THE FINISH FLOOR
10"
PROVIDE A SMOOTH SURFACE WITHIN 10" OF THEFINISH FLOOR. EXCEPTIONS:A.TEMPERED GLASS DOORS WITHOUT STILES ANDHAVING A BOTTOM RAIL OR SHOE WITH THETOP LEADING EDGE TAPERED AT 60 DEGREESMINIMUM FROM THE HORIZONTALB.DOORS AND GATES THAT DO NOT EXTEND TOWITHIN 10 INCHES OF THE FINISH FLOOR ORGROUNDOPENABLE BY SINGLE EFFORTLEVER-TYPE DEVICE (NOTREQUIRING GRASPING).MOUNTED 34" TO 44".MAXIMUM 5 LBS. EFFORT TO OPERATEEXTERIOR DOOR AND 5 LBS. FORINTERIOR. SEE EXCEPTION FOR FIREDOORS OPENABLE FROM INSIDE WITHOUT USE OF KEYOR SPECIAL KNOWLEDGE OR EFFORT.

NOTE: -DOORS SHALL COMPLY WITH CBC §11B-404FLOOR SURFACE PROVIDE ASMOOTH SURFACEWITHIN 10" OF THEFINISH FLOOR

2. 15"MIN.48" MAX.
48" MAX.20" MAX.
30"48"48"30"
48"MAX.15" MIN.
46" MAX.34" MAX.> 10"-24"MAX.

D AC
F E
10"MAX.34" MAX.10"MAX.48" MAX.

NOTE:-REACH REQUIREMENTS SHALL COMPLY WITH CBC §11B-308

BHIGH AND LOWFORWARD REACHLIMITSHIGH AND LOWSIDE REACHLIMITS 44" MAX.> 20" - 25" MAX.

MAXIMUM FORWARD REACHOVER AN OBSTRUCTIONMAXIMUM SIDE REACHOVER AN OBSTRUCTION

CLEAR FLOORSPACE PARALLELAPPROACHCLEAR FLOORSPACE FRONTAPPROACH

DOOR WIDTH
DOOR WIDTH PLUS18" MIN. INTERIOR24" MIN. EXTERIORSIDE OF DOORVARIES, 44" MIN. - DEPENDSON APPROACH DIRECTION60" MIN. 32" CLR. MIN...
48" MIN.

DOOR WIDTH PLUS 42".DOOR WIDTH PLUS 42"48" MIN. CLR.32"MIN. CLR.48" MIN. CLR.

G

F VESTIBULE PLANE C
18" MIN.

ASINGLE DOOR32" CLEARBDOUBLE DOOR32" CLEAR90°D
60" MIN.
.18" MIN.24" MIN. ATEXT. SIDE OFEXT. DOOR
18" MINIMUM BEYOND STRIKE EDGE OFA GATE OR DOOR, TYP. 24" MIN. ATTHE EXT. SIDE OF EXT. GATE ORDOORS NOTES:-DOORS AND DOOR CLEARANCES SHALL COMPLY WITH CBC §11B-404-REQUIRED DOOR CLEAR SPACE SHALL NOT SLOPE STEEPER THAN 1:48 IN ANY DIRECTION-DOORS SHALL NOT SWING INTO THE CLEAR FLOOR OR CLEARANCE AREA FOR ANY FIXTURE-DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES §11B-304.4, EXCEPT ATTOILET ROOMS WHERE THE MAXIMUM ENCROACHMENT IS 12" §11B-603.2.3 18" MIN. INTERIOR24" MIN. EXT. SIDEOF EXT. DOOR
REQUIRED CLEARSPACEADD'L 12" MIN.IF DOOR HASBOTH LATCHAND CLOSER

GENERAL PLAN FOR FRONTAPPROACHDOOR IN RECESS
60" MIN.
.18" MIN.24" MIN. ATEXT. SIDE OFEXT. DOORREQUIRED CLEARSPACEFOR FRONT APPROACHREQUIRED CLEAR SPACEFOR FRONT APPROACHREQUIRED CLEAR SPACERAMP LANDING ATDOORWAY PLAN

DOORS IN SERIES
48" MIN.
48" MIN.

HMANEUVERING CLEARANCES (CONT.)
MIN. DOOR CLEAR SPACE60" MIN.18" MIN.24" @ EXT. OFEXT. DOORMIN. DOOR CLEAR SPACE48" MIN.12"PROVIDE ADD'L 12"WHEN DOOR HASBOTH A LATCH &CLOSERFRONT APPROACHPULL SIDEPUSH SIDE MIN. DOOR CLEAR SPACEMIN. DOOR CLEARSPACE60" MIN.48" WHEN DOOR HASBOTH LATCH & CLOSER44" TYP.

PROVIDE ADD'L 4"WHEN DOOR HAS BOTHA LATCH & CLOSERHINGE APPROACHPULL SIDEPUSH SIDE MIN. DOOR CLEAR SPACE
36" MIN.
22" MIN.

MIN. DOOR CLEARSPACE48" WHEN DOOR HASBOTH LATCH & CLOSER44" TYP.60" MIN.

PROVIDE ADD'L 4"WHEN DOOR HAS BOTHA LATCH & CLOSER
24" MIN.

LATCH APPROACHPULL SIDEPUSH SIDE
24" MIN.MIN. CLEAR SPACE42" MIN.48" MIN.MIN. CLEAR SPACEDOORWAY (NO DOOR)SIDE APPROACHFRONT APPROACH MIN. DOOR CLEARSPACE
32" MIN. CLR.MIN. DOOR CLEARSPACE42" MIN.22" MIN.42" MIN.24" MIN.

SLIDING DOOR (POCKET DOOR)POCKET OR HINGE APPROACHSTOP OR LATCH APPROACH .

VARIES, 44" MIN. - DEPENDSON APPROACH DIRECTIONFOR FRONT APPROACHREQUIRED CLEAR SPACE12" MIN.

RECESS 8" DEEP OR LESSRECESS OVER 8" DEEP.

VARIES, 44" MIN. - DEPENDSON APPROACH DIRECTIONFOR FRONTAPPROACH REQUIREDCLEAR SPACE12" MIN.PROVIDE ADD'L 12"WHEN DOOR HASBOTH A LATCH &CLOSEROBSTRUCTIONPERMITTED WHENDOOR DOES NOTHAVE A LATCH ORDOES NOT HAVE ACLOSER 8" OR LESS
MORE THAN 8"

SIGNAGETITLE
NOTE:-SIGNS SHALL COMPLY WITH CBC §11B-703-REFER TO DETAIL 11 FOR ADDITIONAL INFORMATION- REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS NOTES SHEET 1 FOR ADD'L INFORMATION

ACCESSIBLE
NOTE:-SIGNS SHALL COMPLY WITH CBC §11B-703-REFER TO DETAIL 11 & 16 FOR ADDITIONAL INFORMATION- REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS NOTES SHEET 2 FOR ADD'L INFORMATION NOTE:PLANA1. PROVIDE PRIVACY DOOR LOCK.2.FOR GRAB BARS, REFER TO DETAIL 93. FOR FIXTURE MOUNTING HEIGHTS REFER TO INTERIOR ELEVATIONS AND DETAIL 94. DOORS MAY SWING INTO THE CLEAR FLOOR OR FIXTURE SPACE ONLY IF THERE IS A 30" x 48" CLEAR FLOOR SPACE BEYONDTHE ARC OF THE DOOR SWING5.THE DOOR, IN ANY POSITION IS PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12" MAX. 60" MIN. CLR.17" MIN.18" MAX.18" MIN.17" MIN.19" MAX.60" DIA. 48" BY 60" MIN. CLEAR SPACE INFRONT OF THE WATER CLOSET12"MAX.54" MIN.24" MIN.36" MIN. GRABBARFLUSH ACTIVATORON WIDE SIDE 30" x 48" MIN. CLR.FLOOR SPACE32" MIN.CLR.18" MIN. CLR.

NOTE:-TOILET ROOM SHALL COMPLY WITH CBC §11B-603 & 11B-604 42" MIN..56" MIN.PROVIDE A MIN. 56" x 60"CLEARANCE ARROUND THEWATER CLOSETMIN. 60"Ø CLEAR TURNINGSPACE §
NOTE:-SIGNS SHALL COMPLY WITH CBC §11B-703.1, 11B-703.2, 11B-703.3, & 11B-703.5-REFER TO DETAIL 11 & 16 FOR ADDITIONAL INFORMATION- REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS NOTES SHEET 2 FOR ADD'L INFORMATION NOTE:-SIGNS SHALL COMPLY WITH CBC §11B-703-REFER TO DETAIL XX & XX FOR ADDITIONAL INFORMATION- REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS NOTES SHEET 2 FOR ADD'L INFORMATION §
TRANSFERSIDE112"Ø GRAB BAR,TYP. W/ PEENEDFINISH & 250LBS. CAP.FEMININE NAPKINDISPOSAL, WHEREOCCURSTOILET TISSUEDISPENSER(WITHOUT STOPS)WATER CLOSET, TYP.MEASURED TO TOPOF TOILET SEAT TO BOTTOM EDGE OFREFLECTING SURFACEINSULATE WASTE PIPE,TYP. 24" NOTE:-REQUIREMENTS SHALL COMPLY WITH CBC §11B-306, 11B-309, 11B-602, 11B-604, 11B-605, 11B-606, 11B-609, AND 11B-902REFER TO TITLE 24 ADA ACCESSIBILITY REQUIREMENTS, NOTES SHEET 1 FOR ADDITIONAL INFORMATION 2'-4"±17" MIN.25" MAX.11" MIN.8" MIN.
17" MIN.19" MAX.TOILET SEATHEIGHTWATER CLOSET,TYP.
19" MIN40" MAX.URINALSCREEN OFHANDLE 17" MIN. TO 19" MAX. @AMBULATORY STALLS EXIT
SURFACE MOUNTED- SOAP DISPENSERTOILET SEAT COVERDISPENSER - RECESSEDMULTI-ROLL TOILETTISSUE DISPENSER RECESSED - PAPERTOWEL DISPENSERTYP.

SEAT COVER & TOILETTISSUE DISPENSERSANITARY NAPKINDISPOSAL SEAT COVER, TOILETTISSUE & SANITARY NAPKINDISPENSER

GRAB BARSHAND DRYERVENDINGMACHINEEMERGENCY TELEPHONE W/ SCREAM ALERTKOALA KARE DIAPERCHANGING STATIONKOALA KARECHILD HARNESS NOTE: REFER TO DETAIL 3 FORADD'L INFO.ALL IN ONE PAPER TOWELDISPENSER / TRASHRECEPTACLE

SIDE ELEVATION OF URINAL
42" MIN.12"MAX.19" MIN.24" MIN.7" MIN.9" MAX.SIDE ELEVATION OF WATER CLOSET MIN.MAX.6"12"FLUSH VALVEHANDLE SHALLBE ON SIDEAWAY FROMWALL (WIDESIDE), TYP.MIN.17" MIN.18" MAX.FRONT ELEVATION OF WATER CLOSET GRAB BAR,TYP.
9" MIN.SIDE ELEVATION OF LAVATORY
36" MIN.TOILET -STANDARDTOILET - CHILD12" HIGH TYP.TOILET -ACCESSIBLEDRINKINGFOUNTAIN URINAL - STANDARD /ACCESSIBLEURINAL - CHILD /ADA COMPLIANTLAVATORY -ACCESSIBLE

TOTOTOTO
SCALENTS1ACCESS. RAMP AND DETAILS7SCALENTS
9SCALENTS
10SCALENTSSCALENTS11SCALENTS1213SCALENTSSCALENTS SCALENTS1415 SCALENTS16
GENDER NEUTRALSYMBOL1'-0"1'-0"MEN'S RESTROOMSYMBOL
1'-0"1'-0"1'-0"
NOTES:1.SIGNS SHALL HAVE 14" THICK TRIANGLE SUPERIMPOSED ON 14" THICK CIRCLE.2.INSTALL 58"-60" ABOVE FINISHED FLOOR.MEASURED FROM HORIZONTAL CENTERLINEOF THE SYMBOL. AND WITHIN 1 INCH OF THEVERTICAL CENTERLINE OF THE DOOR.LEGEND:BLACKPEARL GREY

PICTOGRAMS
19SCALENTSSCALENTS20SCALENTS SCALENTS232221SCALENTS ACCESS. SURFACE IDENT.LEGEND:BLUEWHITE BA
SCALENTSSCALENTS2417SCALENTS25SCALENTSSCALENTS 2829 SCALENTS26SCALENTS27 90°
SCALENTS2ACCESSIBLE DOOR AND GATE CLEARANCES
HMANEUVERING CLEARANCES3SCALENTS
6SCALENTSACCESSIBLE TRANSITIONS
ACCESSIBLE HAND RAILS4SCALENTSRESTROOM DOORS SYMBOLS5SCALENTSACCESSIBLE SIGNAGE ACC. SIGN REQUIREMENTS8SCALENTSTACTILE EGRESS SIGN

SIDEWALK CLEARANCE
32" CLR. FOR INGLE36" MIN. IF ALCOVEDEPTH IS >24"S

DRINKING FOUNTAINS
DOOR AND GATE REQUIREMENTSACCESS. REACH REQUIREMENTS
CLCL

SINGLE USER RESTROOM PLAN

WOMEN'S RESTROOMSYMBOL

TOILET SEATCOVER DISPENSER(WHERE OCCURS)TOILET SEAT COVERDISPENSER - RECESSED

MULTI-ROLL TOILETTISSUE DISPENSER

SEAT COVER & TOILETTISSUE DISPENSER

SANITARY NAPKINDISPOSAL

SEAT COVER, TOILETTISSUE & SANITARY NAPKINDISPENSER

GRAB BARS FIXTURE MOUNTING DIMENSIONS
REFLECTORIZED SIGN PANEL MIN. OF 16 GA.GALV. STL. W/ PORCELAIN ENAMEL FIN. WHITELETTERING ON BLUE FIELD BEADEDREFLECTORIZED TEXTURE. COLOR #15090 FED.STANDARD 595B. INTERNATIONAL SYMBOLACCESSIBILITY SIGN W/ LETTERING NO LESSTHAN 1" HIGH. BOLTED TO GLAV. 2" SQ. STEELPOSTCONTRACTOR SHALL CONTACT THEAPPROPRIATE AUTHORITY HAVINGJURISDICTION, OBTAIN REQUIREDINFORMATION, AND SHALL HAVE THE BLANKSPACES FILLED-IN AS A PERMANENT PARTOF THE SIGN2" SQ. GALV. POST SET IN MIN. 18"DEEP CONC. 24" FOOTING NOTE: - PARKING STALL ADDITIONAL SIGNAGE SHALL COMPLY WITH CBC §11B-502.8 - THIS SIGN SHALL BE PLACED: 1) IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. 17" MINIMUM
22" MINIMUM80" MIN. FREE STANDING60" MIN. FOR WALL MOUNTED REFLECTORIZED SIGN PANELMIN. OF 16GA.GALV. STL W/ PORCELAIN ENAMEL FINISHWHITE IMAGE ON BLUE FIELD BEADEDREFLECTORIZED TEXTURE. COLOR #15090FED. STANDARD 595B. INTERMATIONALSYMBOL ACCESSIBILITY SIGN W/ LETTERINGNO LESS THAN 1" HIGH BOLTED TO GALV.STL PIPE11/2"Ø GLAV. STEEL PIPE5" STD. CONC. FILLED STEEL PIPE SET INCONC. FOOTING, PAINT TRAFFIC YELLOWFINISH SURFACECONCRETE FOOTING PROVIDE ADD'L."VAN ACCESSIBLE"TEXT AT VANSTALLS
MINIMUM$250 FINEACCESSIBLEPARKINGMINIMUM$250 FINEACCESSIBLEPARKINGVANACCESSIBLE PICTOGRAM SHALL BE AMINIMUM OF 6" HIGHPROVIDE MINIMUM FINETEXT ON SIGN SIGN SHALL BEA MINIMUM OF70 SQUAREINCHES
SLOPE TOP1/2" FOR DRAINAGE
NOTE: - PARKING STALL SIGNAGE SHALL COMPLY WITH CBC §11B-502.6 & 11B-703 - A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMANENTLYPOSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH ATTHE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OFTHE PARKING SPACE18"3'-0" N.T.S.80" MIN. TO UNDERSIDE OF SIGN (POST MOUNTED)60" MIN. FOR A WALL MOUNTED SIGNSTEEL PIPE AND FOOTING DOES NOTOCCUR WHEN SIGN IS WALL MOUNTED1'-0"7"2'-6"6" 1'-2"7"REFLECTORIZED SIGN PANEL MIN. OF 16GA.GALV. STL W/ PORCELAIN ENAMEL FINISH WHITEIMAGE ON BLUE FIELD BEADED REFLECTORIZEDTEXTURE. COLOR #15090 FED. STANDARD 595B.INTERMATIONAL SYMBOL ACCESSIBILITY SIGN W/LETTERING NOT LESS THAN5/8" HIGH BOLTED TOGALV. STLPIPE11/2" Ø GLAV. STEEL PIPECONTRACTOR HAS THE OPTION TOUSE A PRE-SET SLEEVE AND FILLSOLID W/ GROUTFINISH SURFACECONCRETE FOOTINGWALL MOUNTEDFINISHSURFACE NOTE:-DIRECTIONAL SIGNAGE SHALL COMPLY WITH CBC §11B-703 SLOPE TOP1/2" FOR DRAINAGE

ACCESSIBLEROUTEACCESSIBLEROUTE
1'-0"1'-6"40" MIN. TO BOTTOM OF SIGN1'-0"7"
40" MIN. TO BOTTOM OF SIGN1'-0"7"
REFER TO DETAIL 28FOR ACCESS AISLEREQUIREMENTS
NOTE: - PASSENGER DROP-OFF AND LOADING ZONES SHALL COMPLY WITH CBC §11B-503 - THE PARKING STALL AND ACCESS AISLE SHALL HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION (§11B-502.3 & 11B-302) - ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR WAY - ACCESS AISLE SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE - ACCESS AISLE, PULL-UP SPACES THEY SERVE, AND THE VEHICULAR ROUTE TO THE LOADING ZONE SHALL HAVE A MINIMUMVERTICAL CLEARANCE OF 114 INCHES (9'-6") §11B-503.59'-0"5'-0" MIN. 20'-0" MINIMUM36"O.C.
-ROUTE OF TRAVEL-PASS. DROP-OFF ANDLOADING ZONEA-PARKING STALLACCESS AISLEB 4" WIDE DIAGONAL STRIPING AT3'-0" O.C. MAX., TWO COATS (TYP)COLOR TO BE WHITE OR BLUEREFLECTIVE HIGHWAY PAINT ALL PRIMARY AND CROSS SLOPECONDITIONS SHALL COMPLY WITHACCESSIBLE ROUTE OF TRAVEL PER§11B-206 & 11B DIVISION 4 NOTE:-ACCESSIBLE PATH AND ACCESS AISLE SHALL COMPLY WITH §11B-206, 11B DIVISION 4, AND 11B-502.3 PERIMETER 4" WIDE STRIPING, TWOCOATS (TYP) COLOR TO BE BLUEREFLECTIVE HIGHWAY PAINT PAINT "NO PARKING", MIN. 12" HIGH LETTERS W/ (2) COATS OF 4'-0" MIN. TYP.5'-0" MIN. @LOADING ZONE36"MAX.(TYP)5'-0" MIN.TYP.36"MAX.(TYP)8"MAX.PARKINGNO TRUNCATED DOME PLAN VIEWTRUNCATED DOME SPACINGTRUNCATED DOME SECTION - DETECTABLE WARNINGS SHALL COMPLY CBC §11B-247 & 11B-705- REFER TO TITLE 24 ADA REQUIREMENTS NOTES SHEET 1 FOR ADDITIONAL INFORMATION- DETECTABLE WARNINGS AT CURB RAMPS SHALL SHALL BE LOCATED SO THAT THE NEAREST EDGE OF THE CURB IS 6" MIN. AND 8" MAXIMUM FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET, OR HIGHWAY. (EXCEPT AT PARALLEL CURB RAMPS)- COLOR: DETECTABLE WARNING SURFACES SHALL BE YELLOW PER FS 33538, FEDERAL STANDARD 595C. EXCEPT THAT DETECTABLE SURFACES AT CURB RAMPS, ISLANDS, AND CUT-THROUGH MEDIANS DO NOT NEED TO COMPLY.- DETECTABLE WARNING SURFACE SHALL CONTRAST WITH THE ADJACENT WALKING SURFACE MIN. 3'-0" TYP.SEE PLANS FOR DEPTH

2.3"-2.4"2.3"-2.4"0.18"-0.22"WIDTH AS OCCURS - SEE PLANS0.45"-0.47"0.9"-0.92"

0.65"MIN.

A
BCD
EF

SINGLE STANDARD ACCESSIBLE PARKING STALL CONFIGURATIONAND BASIC ACCESSIBLE STALL REQUIREMENTS

ACCESSIBLEPARKING STALL INPARKING FIELDDUAL REGULARACCESSIBLE PARKINGSTALL CONFIGURATIONSINGLE VAN ACCESSIBLEPARKING STALLCONFIGURATION

SINGLE VAN AND REGULARACCESSIBLE PARKING STALLALTERNATE CONFIGURATIONSINGLE VAN AND REGULARPARKING STALLCONFIGURATION SIDE SLOPE1:10 MAX.TOP OF EDGE OF CURBAT ACCESSIBLE RAMPSHALL BE FLUSH WITHTHE DRIVEWAY PAVINGTAPER CURB ON BOTHSIDES OF ACCESSIBLERAMP4" WIDE STRIPING,TWO COATS (TYP)COLOR TO MATCHEXISTING SITESTRIPING COLOR CONCRETE SIDEWALKBROOM FINISH CONCRETECURBA.6.2---SIDE SLOPE1:10 MAX.RAMP SLOPE1:12 MAX. 20--PAINT "NO PARKING",MIN. 12" HIGH LETTERSW/ (2) COATS OFTRAFFIC WHITEREFER TO DETAIL 11 FORACCESS AISLEREQUIREMENTSAN AN ACCESSIBLESTALL, PROVIDE 4"WIDE STRIPING WITH(2) COATS OFTRAFFIC BLUE, TYP.

STALL SIGN SHALL PLACEDAT THE END OF AND MAYPROJECT INTO THE STALL ATTHE STALL'S CENTERLINE NOTE: - PARKING STALLS SHALL COMPLY WITH CBC §11B-208 AND 11B-502 - THE PARKING STALL AND ACCESS AISLE SHALL HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION (§11B-502.4) - THE ACCESSIBLE STALL ACCESS AISLE MAY BE ON EITHER SIDE OF THE ACCESSIBLE STALL (§11B-502.3.4)9'-0" ACCESSIBLE5'-0"PER SITE PLAN 4'-6"4'-6"36" (TYP)
18'-0" (MIN)
6'-0" (TYP)
8" MAX.
9'-0"5'-0"9'-0"18'-0"9'-0"8'-0"PER SITE PLAN18'-0"
12'-0"5'-0"9'-0"18'-0"
48" MIN.
9'-0"8'-0"9'-0"18'-0"
2'-0"4'-3" MIN.
9'-0"ACCESSAISLE18'-0"

NOPARKING

NOPARKINGNO PARKINGNOPARKING
SINGLE ACCESS. PARKING STALLWALL MOUNTED HANDRAIL

DETECTABLE WARNING
NOTES:

TRAFFIC WHITE
ACCESSIBLE PATH AND AISLEACCESS. PATH DIRECTIONAL SIGNACCESSIBLE PARKING SIGNSSITE ACCESSIBLE ADD. SIGN ACC. DROP-OFF & LOADING ZONES

WALL MOUNTED DEVICES
5" DIA.

NOTE: - PARKING STALLS MARKING SHALL COMPLY WITH CBC §11B-502.6.4.1 - PAINT SYMBOL AND PERIMETER STRIPE WITH (2) COATS OF TRAFFIC WHITE - PAINT SYMBOL BACKGROUND WITH (2) COATS OF TRAFFIC BLUE (COLOR #15090 IN FED. STD. 595B) 11/2"R 10" 41/2"45/8" 30"5"11/2"
3"
31/2"5"93.00°
3'-0" MIN.
3'-0" MIN.
3"3"

68.00°
3"3" 3"
3" ACCESS. PARKING SYMBOLACCESS. OBSTRUCTIONS

NOPARKINGNO PARKING

PROVIDE STOP AS NEEDED
281 12" MIN.1 12" DIA.1 12" MIN.
(N) 1 12" DIA. HANDRAILPAINTED STEEL TOWINDOW FINISH.3"58"58"134"DETAIL AT STAIRWAYS 11" MIN.4" - 7"NOTE: INTERIOR STAIR STRIPING: UPPER APPROACH AND LOWER TREAD TO BEMARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. STRIPE SHALL BE2" WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1" FROM THE NOSE OF THESTEP OR UPPER APPROACH.12" RADIUS MAX. 34" - 38"HANDRAIL

6.SEE 24/A6.2 FOR ANY NEW HANDRAIL WALL ATTACHMENTS.

A.6.226
A.6.226
(E) WALL STUDOR BACKING.

PREPARED BY:OWNER:

SHEET NUMBER:

REVISIONS
DETAILSSHEET NAME:

PROJECT:

STAMP:JOB NUMBER:XXXXXDATE:11.01.23
CONSULTANT:

DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF PD&C, INC.dba RAND KRUSE AND MAY NO BE DUPLICATED, USED ORDISCLOSED WITHOUT WRITTNE CONSENT OF PD&C, INC. dbaRAND KRUSE.

TENANT IMPROVEMENT OF 7109 TELEGRAPH RD. MONTEBELLO, CA

ACONCEPTUAL
3419 Via Lido, Ste. 225Newport Beach, CA 92663949.500.9416 www.intrepid-group.net A6.2
B60% CD'S
STAR USA IMPORTS INC.91050 TELEGRAPH ROADMONTEBELLO, CA 90640 DBUILDING DEPT. SUBMITTAL

1.01 EXISTING LINE DIAGRAM

1.02NEW LINE DIAGRAM

1.03PANEL SCHEDULES1/4" = 1'-0"SINGLE LINEDIAGRAM &SCHEDULEE 1.0 CLIENT :

SHEET :DRAWING TITLE:

DATEISSUEPROJECT:-TENANTIMPROVEMENT7109 Telegraph RdMontebello, CA PREPARED BY: Ovidiu HijSTAMP & SIGNATURE:OVIS ELECTRIC INCCA LICENSE NO: 802826 C-101117 N. FOUNTAIN WAYDESIGN AND BUILD BY: ANAHEIM, CA 92806DATE:2/2/2024

LIGHT FIXTURE SCHEDULESYMBOLTYPEDESCRIPTIONMANUFACTURER & PART NUMBERWATTAGELAMP A8' LED STRIP WITH LENS, 8000LMLA LIGHTINGSTW100-8-8L-FRWA-DRDM-UNV-1-84063.6LED A-EM8' LED STRIP WITH LENS, 8000LM WITH 90MIN.EMERG. BATTERY PACKLA LIGHTINGSTW100-8-8L-FRWA-BPL1.5-DRDM-UNV-1-84063.6LED B8' VAPOR TIGHT LED , 8000LMLA LIGHTINGCIT-8-8L-DRFA-WL-DRDM-UNV-1-84065.3LED B-EM8' VAPOR TIGHT LED , 8000LM WITH 90MIN. EMERG.BATTERY PACKLA LIGHTINGCIT-8-8L-DRFA-WL-BPL1.5-DRDM-UNV-1-84065.3LED C2X4 LED LAY-IN TROFFER, 4000LMLITHONIASTACK-2X4-4000LM-80CRI-40K-COL-MIN1-ZT-MVOLT33.2 WLED C-EM2X4 LED LAY -IN TROFFER, 4000LM WITH 90MIN.EMERG. BATTERY PACKLITHONIASTACK-2X4-4000LM-80CRI-40K-COL-MIN1-ZT-MVOLT-E10WLCP33.2 WLED D-EM4' LED STRIP WITH LENS, 4000LMLA LIGHTINGSTW100-4-4L-FRWA-DRDM-UNV-1-84026.7 WLED FWALL MOUNT VAPOR TIGHT GREEN LED BULBLITHONIAVW150I-M127 WLED XLED PLASTIC EXIT LIGHTLITHONIALQM S W 3 G 120-277V EL N M6.7 WLED SYMBOL LEGENDSYMBOLDESCRIPTION120V, 20A DUPLEX RECEPT. RECEPT. CONTROLLED BY OCC. SENSOR, PER PLANS120V, 20A GFCI RECEPT.120V, 20A QUAD RECEPT.J-BOX FOR FINAL CONNECTION OF EQUIPMENTSPECIAL NEMA RECEPT. PER EQUIPMENT SPECSPHONE/DATALIGHT SWITCH: "letter" DENOTES SWITCH LEG DESIGNATION,"number" DENOTES 3WAY OR 4WAY APPLICATIONDIMMER SWITCH: "letter" DENOTES DIMMING ZONE DESIGNATION,"number" DENOTES 3WAY OR 4WAY APPLICATIONOCCUPANCY/VACANCY SENSOR, TURN OFF LIGHT AFTER 20 MINVACANCYCEILING MOUNT OCCUPANCY/VACANCY SENSORDAYLIGHT SENSORMOTOR RATED SERVICE DISCONNECT2HR OVERRIDE TIME SWITCH FOR AFTER HOURS OPERATIONSPOWER & DATA COMBO FLOOR QUAD RECEPT.SERVICE DISCONNECT, SEE SIZE PER PLAN AND NOTES 1/4" = 1'-0"LIGHTING PLANE 2.0
CLIENT :

SHEET :DRAWING TITLE:

DATEISSUEPROJECT:-TENANTIMPROVEMENT7109 Telegraph RdMontebello, CA PREPARED BY: Ovidiu HijSTAMP & SIGNATURE:OVIS ELECTRIC INCCA LICENSE NO: 802826 C-101117 N. FOUNTAIN WAYDESIGN AND BUILD BY: ANAHEIM, CA 92806DATE:2/2/2024

MATERIALPRODUCTTRADENAMEMODELNUMBER

MODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL

GENERAL NOTES
SYMBOL LEGENDSYMBOLDESCRIPTION120V, 20A DUPLEX RECEPT.120V, 20A QUAD RECEPT.120V, 20A GFCI RECEPT.120V, 20A QUAD GFCI RECEPT.J-BOX FOR FINAL CONNECTION OF EQUIPMENTSPECIAL NEMA RECEPT. PER EQUIPMENT SPECSPHONE/DATALIGHT SWITCH: "letter" DENOTES SWITCH LEG DESIGNATION,"number" DENOTES 3WAY OR 4WAY APPLICATIONDIMMER SWITCH: "letter" DENOTES DIMMING ZONE DESIGNATION,"number" DENOTES 3WAY OR 4WAY APPLICATIONOCCUPANCY/VACANCY SENSOR, TURN OFF LIGHT AFTER 20 MINVACANCYCEILING MOUNT OCCUPANCY/VACANCY SENSORDAYLIGHT SENSORMOTOR RATED SERVICE DISCONNECT2HR OVERRIDE TIME SWITCH FOR AFTER HOURS OPERATIONSPOWER & DATA COMBO FLOOR QUAD RECEPT.SERVICE DISCONNECT, SEE SIZE PER PLAN AND NOTES SPECIFIC NOTES3.01 EQUIPMENT DEMO PLAN
1/4" = 1'-0"POWER PLANE 3.0
CLIENT :

SHEET :DRAWING TITLE:

DATEISSUEPROJECT:-TENANTIMPROVEMENT7109 Telegraph RdMontebello, CA PREPARED BY: Ovidiu HijSTAMP & SIGNATURE:OVIS ELECTRIC INCCA LICENSE NO: 802826 C-101117 N. FOUNTAIN WAYDESIGN AND BUILD BY: ANAHEIM, CA 92806DATE:2/2/2024

MATERIALPRODUCTTRADENAMEMODELNUMBER

MODELNUMBERTRADENAMEPRODUCT

MATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL

GENERAL NOTESSPECIFIC NOTES
1/4" = 1'-0"GROW LIGHTINGPLANE 4.0
CLIENT :

SHEET :DRAWING TITLE:

DATEISSUEPROJECT:-TENANTIMPROVEMENT7109 Telegraph RdMontebello, CA PREPARED BY: Ovidiu HijSTAMP & SIGNATURE:OVIS ELECTRIC INCCA LICENSE NO: 802826 C-101117 N. FOUNTAIN WAYDESIGN AND BUILD BY: ANAHEIM, CA 92806DATE:2/2/2024

-

ECAN FABHOIZONTALECONOMIZERECAN FABHOIZONTALECONOMIZER

SPECIFIC NOTES
GENERAL NOTES1/4" = 1'-0"ROOF POWER PLANE 5.0
CLIENT :

SHEET :DRAWING TITLE:

DATEISSUEPROJECT:-TENANTIMPROVEMENT7109 Telegraph RdMontebello, CA PREPARED BY: Ovidiu HijSTAMP & SIGNATURE:OVIS ELECTRIC INCCA LICENSE NO: 802826 C-101117 N. FOUNTAIN WAYDESIGN AND BUILD BY: ANAHEIM, CA 92806DATE:2/2/2024

1/4" = 1'-0"
TITLE 24CALCULATION
E 6.0
CLIENT :

SHEET :

DRAWING TITLE:

DATEISSUE PROJECT:
-
TENANTIMPROVEMENT7109 Telegraph RdMontebello, CA
PREPARED BY: Ovidiu Hij
STAMP & SIGNATURE:

OVIS ELECTRIC INCCA LICENSE NO: 802826 C-101117 N. FOUNTAIN WAY DESIGN AND BUILD BY:

ANAHEIM, CA 92806
DATE:2/2/2024
GeneratedDate/Time: DocumentationSoftware:EnergyCodeAce CABuildingEnergyEfficiencyStandards-2022NonresidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220101
ComplianceID:174787-0224-0002
ReportGenerated:2024-02-0215:49:08

STATEOFCALIFORNIA
Indoor Lighting CALIFORNIAENERGYCOMMISSION

CERTIFICATE OF COMPLIANCE NRCC-LTI-E Thisdocumentisusedtodemonstratecompliancewithrequirementsin110.9,110.12(c),130.0,130.1,140.6and141.0(b)2forindoorlightingscopesusingtheprescriptivepathfor nonresidentialandhotel/moteloccupancies.Itisalsousedtodocumentcompliancewithrequirementsin160.5,170.2(e)and180.2(b)4forindoorlightingscopesusingtheprescriptive pathformultifamilyoccupancies.Multifamilyincludesdormitoryandseniorlivingfacilities.

Project Name: 7109TelegraphRd
Report Page: (Page 1 of 8) Project Address: Date Prepared: 2024-02-02T18:49:04-05:00 A. GENERAL INFORMATION
01 ProjectLocation(city) Montebello 04 TotalConditionedFloorArea(ft 2) 4,530 02 ClimateZone 9 05 TotalUnconditionedFloorArea(ft 2) 0 03 OccupancyTypesWithinProject(selectallthatapply): 06 #ofStories(HabitableAboveGrade) 1 ●CommercialIndustrial
B. PROJECT SCOPE
Thistableincludesanylightingsystemsthatarewithinthescopeofthepermitapplicationandaredemonstratingcomplianceusingtheprescriptivepathoutlinedin140.6/170.2(e)or 141.0(b)2/180.2(b)4foralterations.

Scope of Work Conditioned Spaces Unconditioned Spaces
01 02 03 04 05
MyProjectConsistsof(checkallthatapply): CalculationMethod Area(ft 2) CalculationMethod Area(ft 2) NewLightingSystem AreaCategoryMethod 4530 N/A 0
NewLightingSystem-ParkingGarage N/A 0 N/A 0
Total Area of Work (ft2) 4530

STATEOFCALIFORNIA
Indoor Lighting CALIFORNIAENERGYCOMMISSION

CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: 7109TelegraphRd
Report Page: (Page 2 of 8) Date Prepared: 2024-02-02T18:49:04-05:00 GeneratedDate/Time: DocumentationSoftware:EnergyCodeAce CABuildingEnergyEfficiencyStandards-2022NonresidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220101
ComplianceID:174787-0224-0002
ReportGenerated:2024-02-0215:49:08
C. COMPLIANCE RESULTS
Ifanycellonthistablesays"DOESNOTCOMPLY"or"COMPLIESwithExceptionalConditions"refertoTableD.forguidance.

Lightingin
conditionedand
unconditioned
spacesmustnotbe
combinedfor
complianceper
140.6(b)1/170.2(e)
Allowed Lighting Power per 140.6(b) / 170.2(e) (Watts)
≥
Adjusted Lighting Power per 140.6(a) / 170.2(e)
(Watts) Compliance Results
01 02 03 04
=
05 06 07
=
08 09
Complete
Building
140.6(c)1
Area
Category
140.6(c)2/
170.2(e)4
Area
Category
Additional
140.6(c)2G/
170.2(e)4Av
(+)
Tailored
140.6(c)3/
170.2(e)4B
(+)
Total
Allowed
(Watts)
Total
Designed
(Watts)
Adjustments
Total Adjusted
(Watts)
*Includes
Adjustments
05 must be >= 08
140.6 / 170.2(e)
PAFLighting
ControlCredits
140.6(a)2/
170.2(e)1B
(-)
(SeeTableI) (SeeTableI) (SeeTableJ) (SeeTableK) (SeeTableF) (SeeTableP) Conditioned 3,447.9 = 3,447.9 ≥ 1,501.2 = 1501.2 COMPLIES Unconditioned = ≥ =
Controls Compliance (See Table H for Details) COMPLIES
Rated Power Reduction Compliance (See Table Q for Details) D. EXCEPTIONAL CONDITIONS
Thistableisauto-filledwithuneditablecommentsbecauseofselectionsmadeordataenteredintablesthroughouttheform.

E. ADDITIONAL REMARKS
ThistableincludesremarksmadebythepermitapplicanttotheAuthorityHavingJurisdiction.

STATEOFCALIFORNIA
Indoor Lighting CALIFORNIAENERGYCOMMISSION

CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: 7109TelegraphRd
Report Page: (Page 3 of 8) Date Prepared: 2024-02-02T18:49:04-05:00 GeneratedDate/Time: DocumentationSoftware:EnergyCodeAce CABuildingEnergyEfficiencyStandards-2022NonresidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220101
ComplianceID:174787-0224-0002
ReportGenerated:2024-02-0215:49:08
F. INDOOR LIGHTING FIXTURE SCHEDULE
Thistableincludesallplannedpermanentandportablelightingotherthandwellingunit/hotel/motelroomlighting.Multifamilydwellingunitandhotel/motelroomlightingis documentedinTableT.IfusingTableTtodocumentlightinginmultifamilycommonuseareasprovidingsharedprovisionsforliving,eating,cookingorsanitation,thoseluminairesare notincludedhere.

Designed Wattage: Conditioned Spaces
01 02 03 04 05 06 07 08 09 10
NameorItem
Tag
CompleteLuminaire
Description
Modular
(Track)Fixture
Small
Aperture&
ColorChange 1
Wattsper
luminaire2
HowisWattage
determined
TotalNumber
ofLuminaires
Excludedper
140.6(a)3/
170.2(e)2C
DesignWatts
FieldInspector
Pass Fail
A 8'LEDSTRIPWITHLENS No NA 63.6 Mfr.Spec 1 No 63.6
A-EM 8'LEDSTRIPWITHLENS/
WITH90MINEMBATT. No NA 63.6 Mfr.Spec 3 No 190.8
B 8'VAPORTTIGHTLED No NA 65.3 Mfr.Spec 5 No 326.5
B-EM 8'VAPORTTIGHTLED/WITH
90MINEMBATT No NA 65.3 Mfr.Spec 3 No 195.9
C 2X4LEDLAY-INTROFFER No NA 33.2 Mfr.Spec 15 No 498
C-EM 2X4LEDLAY-INTROFFER/
WITH90MINEMBATT. No NA 33.2 Mfr.Spec 5 No 166
D-EM 4'LEDSTRIPWITHLENS/
WITH90MINEMBATT. No NA 26.7 Mfr.Spec 2 No 53.4
X LEDEXITSIGN No NA 0.7 Mfr.Spec 10 No 7
Total Designed Watts: CONDITIONED SPACES 1,501.2
1FOOTNOTE:DesignWattsforsmallapertureandcolorchangingluminaireswhichqualifyper140.6(a)4B/170.2(e)2Disadjustedtobe75%/80%oftheirratedwattage.TableF automaticallymakesthisadjustment,thepermitapplicantshouldenterfullratedwattageincolumn05. 2AuthorityHavingJurisdictionmayaskforLuminairecutsheetstoconfirmwattageusedforcomplianceper130.0(c)/160.5(b).Wattageusedmustbethemaximumratedforthe luminaire,notthelamp.

G. MODULAR LIGHTING SYSTEMS
Thissectiondoesnotapplytothisproject.

STATEOFCALIFORNIA
Indoor Lighting CALIFORNIAENERGYCOMMISSION

CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: 7109TelegraphRd
Report Page: (Page 4 of 8) Date Prepared: 2024-02-02T18:49:04-05:00 GeneratedDate/Time: DocumentationSoftware:EnergyCodeAce CABuildingEnergyEfficiencyStandards-2022NonresidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220101
ComplianceID:174787-0224-0002
ReportGenerated:2024-02-0215:49:08
H. INDOOR LIGHTING CONTROLS (Not including PAFs)
Thistableincludeslightingcontrolsforconditionedandunconditionedspaces.

Building Level Controls
01 02 03
MandatoryDemandResponse110.12(c) Shut-offcontrols130.1(c)/160.5(b)4C FieldInspector Pass Fail
NA<4,000Wsubjecttomultilevel SeeArea/SpaceLevelControls Area Level Controls
04 05 06 07 08 09 10 11 12
AreaDescription
CompleteBuildingorArea
CategoryPrimaryFunction
Area
ManualArea
Controls
130.1(a)/
160.5(b)4A
Multi-Level
Controls
130.1(b)/
160.5(b)4B
Shut-OffControls
130.1(c)//
160.5(b)4C
Primary/Sky
lit
Daylighting
130.1(d)/
160.5(b)4D
Secondary
Daylighting
130.1(d)/
160.5(b)4D
Interlocked
Systems
140.6(a)1/
170.2(e)2A
FieldInspector
Pass Fail
OFFICESPACE Office(<=250squarefeet) Readily
Accessible Dimmer OccupancySensor NA:Not
daylitzone
NA:Not
daylitzone No
ENTRY/HALLWAY Corridor Readily
Accessible Dimmer OccupancySensor NA:Not
daylitzone
NA:Not
daylitzone No
LOCKERROOM AllOtherSpaceTypes Readily
Accessible Dimmer OccupancySensor NA:Not
daylitzone
NA:Not
daylitzone No
RESTROOMS Restroom(LowVision) Readily
Accessible NA:Restrooms OccupancySensor NA:Not
daylitzone
NA:Not
daylitzone No
TRIMROOM MultipurposeRm(LowVision) Readily
Accessible Dimmer OccupancySensor NA:Not
daylitzone
NA:Not
daylitzone No
GROWROOM GeneralCommercialIndustrial
WorkAreaLowBay
Readily
Accessible Dimmer NA:24hour/365day NA:Not
daylitzone
NA:Not
daylitzone No
13 PlanSheetShowingDaylitZones:

STATEOFCALIFORNIA
Indoor Lighting CALIFORNIAENERGYCOMMISSION

CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: 7109TelegraphRd
Report Page: (Page 5 of 8) Date Prepared: 2024-02-02T18:49:04-05:00 GeneratedDate/Time: DocumentationSoftware:EnergyCodeAce CABuildingEnergyEfficiencyStandards-2022NonresidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220101
ComplianceID:174787-0224-0002
ReportGenerated:2024-02-0215:49:08
I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS EachareacomplyingusingtheCompleteBuildingorAreaCategoryMethodsper140.6(b)areincludedinthistable.Column06indicatesifadditionallightingpowerallowancesper 140.6(c)oradjustmentsper140.6(a)arebeingused.

Conditioned Spaces
01 02 03 04 05 06
AreaDescription CompleteBuildingorAreaCategoryPrimary
FunctionArea
AllowedDensity
(W/ft2) Area(ft 2) AllowedWattage
(Watts)
AdditionalAllowance/Adjustment
AreaCategory PAF
OFFICESPACE Office(<=250squarefeet) 0.65 197 128.05 No No ENTRY/HALLWAY Corridor 0.4 830 332 No No
LOCKERROOM AllOtherSpaceTypes 0.4 242 96.8 No No
RESTROOMS Restroom(LowVision) 1 221 221 No No
TRIMROOM MultipurposeRm(LowVision) 0.85 989 840.65 No No GROWROOM GeneralCommercialIndustrialWorkAreaLow
Bay 0.6 3,049 1,829.4 No No
TOTALS: 5,528 3,447.9 SeeTablesJ,orPfordetail
J. ADDITIONAL ALLOWANCE: AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM Thissectiondoesnotapplytothisproject.

K. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE
Thissectiondoesnotapplytothisproject.

L. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISPLAY Thissectiondoesnotapplytothisproject.

STATEOFCALIFORNIA
Indoor Lighting CALIFORNIAENERGYCOMMISSION

CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: 7109TelegraphRd
Report Page: (Page 6 of 8) Date Prepared: 2024-02-02T18:49:04-05:00 GeneratedDate/Time: DocumentationSoftware:EnergyCodeAce CABuildingEnergyEfficiencyStandards-2022NonresidentialCompliance ReportVersion:2022.0.000 SchemaVersion:rev20220101
ComplianceID:174787-0224-0002
ReportGenerated:2024-02-0215:49:08
M. ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING Thissectiondoesnotapplytothisproject.

N. ADDITIONAL LIGHTING ALLOWANCE: TAILORED DECORATIVE /SPECIAL EFFECTS Thissectiondoesnotapplytothisproject.

O. ADDITIONAL LIGHTING ALLOWANCE: TAILORED VERY VALUABLE MERCHANDISE Thissectiondoesnotapplytothisproject.

P . POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAF)) Thissectiondoesnotapplytothisproject.

Q. RATED POWER REDUCTION COMPLIANCE FOR ONE-FOR-ONE ALTERATIONS Thissectiondoesnotapplytothisproject.

R. 80% LIGHTING POWER FOR ALL ALTERATIONS - CONTROLS EXCEPTIONS Thissectiondoesnotapplytothisproject.

S. DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR (PAF)
Thissectiondoesnotapplytothisproject.

T. DWELLING UNIT LIGHTING
Thissectiondoesnotapplytothisproject.

Indoor Lighting Mandatory Measures:
110.9LIGHTINGCONTROLSANDCOMPONENTS
ALLLIGHTINGCONTROLDEVICESANDSYSTEMS,ANDALLLIGHTSOURCESSHALLMEETTHEAPPLICABLEREQUIREMENTSOF110.9.

NOTE: THE EXCEPTED SPACES DO NOT COUNT TOWARDS THE 10,000 FT2 THRESHOLD. 130.0GENERALLUMINAIREREQUIREMENTS
ALLLUMINAIRESSHALLBEFACTORY-LABELLEDPER130.0(c).

ENERGYMANAGEMENTCONTROLSYSTEMS(EMCS)SHALLMEETREQUIREMENTSOF130.0(e). 130.1(a)MANUALAREACONTROLS

EACHROOMORAREAWITHFLOOR-TO-CEILINGWALLSINTHISBUILDINGSHALLHAVELIGHTINGCONTROLSTHATALLOWLIGHTINGTOBEMANUALLYTURNEDON ANDOFFMANUALCONTROLSSHALL:

1.BEREADILYACCESSIBLE

2.BELOCATEDINTHESAMEENCLOSEDAREAWITHTHELIGHTINGITCONTROLS.

3.PROVIDESEPARATECONTROLOFGENERAL,FLOOR,WALL,WINDOWCASEDISPLAY,ORNAMENTALANDSPECIALEFFECTSLIGHTINGSOEACHTYPECANBETURNED ONANDOFFSEPARATELYWITHOUTAFFECTINGOTHERLIGHTINGOREQUIPMENT. 130.1(b)MULTILEVELLIGHTINGCONTROLS
GENERALLIGHTINGINALLROOMSANDAREAS100FT2ORGREATERANDWITHMORETHAN0.5WATTSPERFT2OFLIGHTINGLOADSHALLHAVEMULTILEVEL CONTROLSTHATALLOWLIGHTLEVELSTOBEADJUSTEDUPANDDOWN.CONTROLSSHALLPROVIDENUMBEROFCONTROLSTEPSANDUNIFORMILLUMINANCELIGHT LEVELSPERTABLE130.1-A.
130.1(c):SHUTOFFCONTROLS
ALLINSTALLEDINDOORLIGHTINGSHALLBEEQUIPPEDWITHCONTROLSTOAUTOMATICALLYREDUCELIGHTINGPOWERWHENSPACEISTYPICALLYUNOCCUPIED. 130.1(c)1:CONTROLREQUIREMENTS
ALLINSTALLEDINDOORLIGHTINGSHALLHAVEALLOFTHEFOLLOWING:

A.CONTROL(S)CAPABLEOFAUTOMATICALLYSHUTTINGOFFALLLIGHTINGINTHESPACEWHENTYPICALLYUNOCCUPIED(OCCUPANTSENSINGCONTROL,AUTOMATIC

TIME-SWITCHCONTROL,OROTHER)
B.SEPARATECONTROLSFORLIGHTINGONEACHFLOOR(OTHERTHANSTAIRWELLS) C.SEPARATECONTROLSFORASPACEENCLOSEDBYCEILINGHEIGHTPARTITIONSNOTEXCEEDING5,000FT2 Indoor Lighting Mandatory Measures:
130.1(c)5REQUIREDUSEOFFULL-OFFOCCUPANTSENSORS

FULL-OFFOCCUPANTSENSINGCONTROLSTHATARECAPABLEOFAUTOMATICALLYSHUTTINGOFFALLLIGHTINGWHENTHETHECONTROLZONEISUNOCCUPIEDFOR 20MINUTESORLESSAREREQUIREDFOR:
• OFFICES250FT 2ORSMALLER
• MULTIPURPOSEROOMS<1000FT 2
• CLASSROOMSOFANYSIZE
• CONFERENCEROOMSOFANYSIZE
• RESTROOMSOFANYSIZE
ADDITIONALFULL-OFFCONTROLFUNCTIONALITY:

WHENMULTILEVELCONTROLISREQUIREDPER130.1(b)(ENCLOSEDAREA>=100SQUAREFEETANDLIGHTINGLOAD<0.5W/FT2)PROVIDEVACANCYSENSOROR PARTIAL-ONOCCUPANCYSENSOR.WHENMULTILEVELCONTROLISNOTREQUIREDPER130.1(b),PROVIDEOCCUPANTSENSOR,PARTIAL-ONOCCUPANTSENSOR,OR VACANCYSENSOR.
130.1(c)6PARTIALORFULL-OFFOCCUPANTSENSORS
PROVIDEPARTIALORFULL-OFFOCCUPANTSENSORS,INADDITIONTOSHUTOFFCONTROLSPER130.1(c)1AND130.1(c)2,INTHEFOLLOWINGSPACES:
• AISLEWAYSANDOPENAREASINWAREHOUSES
• LIBRARYBOOKSTACKAISLES
• CORRIDORSANDSTAIRWELLS
• OFFICESGREATERTHAN250SQ.FT.

Indoor Lighting Mandatory Measures:
130.1(f)CONTROLINTERACTIONS
EACHLIGHTINGCONTROLINSTALLEDTOMEET130.1REQUIREMENTSSHALLINCORPORATETHEFUNCTIONSOFOTHERLIGHTINGCONTROLSREQUIREDBYTHIS SECTION.
.

1.FORGENERALLIGHTING,MANUALAREACONTROLSHALLPERMITTHELEVELOFLIGHTPROVIDEDWHILELIGHTINGISONTOBESETORADJUSTEDBYCONTROLS SPECIFIEDIN130.1(b),(c),(d)and(e).
.

2.MANUALAREACONTROLSHALLPERMITSHUTOFFCONTROLTOTURNTHELIGHTINGDOWNOROFF. .

3.MULTILEVELCONTROLSHALLPERMITTHEAUTOMATICDAYLIGHTINGCONTROLTOADJUSTELECTRICLIGHTINGINRESPONSETODAYLIGHT. .

4.MULTILEVELCONTROLSHALLPERMITTHEDEMANDRESPONSIVE(DR)CONTROLTOADJUSTLIGHTINGDURINGADREVENTTHENRETURNITTOTHELEVELSETBY THECONTROLAFTERTHEEVENT.
.
5SHUTOFFCONTROLSHALLPERMITTHEMANUALAREACONTROLTOTURNTHELIGHTINGON. .

6.AUTOMATICDAYLIGHTINGCONTROLSHALLPERMITMULTILEVELLIGHTINGCONTROLTOADJUSTTHELIGHTINGLEVEL. .

7.FORLIGHTINGCONTROLLEDBYMULTILEVELLIGHTINGCONTROLSANDOCCUPANTSENSINGCONTROLSTHATPROVIDEAUTOMATIC-ONFUNCTION,CONTROLS SHALLPROVIDEAPARTIAL-ONFUNCTIONTHATISCAPABLEOFAUTOMATICALLYACTIVATINGBETWEEN50-70%OFCONTROLLEDLIGHTINGPOWER. .

8.RESERVED
.

9.FORSPACECONDITIONINGSYSTEMZONESSERVINGONLYSPACESTHATAREREQUIREDTOHAVEOCCUPANTSENSINGCONTROLSSHALLBECONTROLLEDBY OCCUPANCYSENSINGCONTROLS.

STATEOFCALIFORNIA
Indoor Lighting CALIFORNIAENERGYCOMMISSION

CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: 7109TelegraphRd
Report Page: (Page 7 of 8) Date Prepared: 2024-02-02T18:49:04-05:00 U. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selectionshavebeenmadebasedoninformationprovidedinthisdocument.Ifanyselectionshavebeenchangedbypermitapplicant,anexplanationshouldbeincludedinTableE.

AdditionalRemarks.Thesedocumentsmustbeprovidedtothebuildinginspectorduringconstructionandcanbefoundonline Form/Title
NRCI-LTI-E-Mustbesubmittedforallbuildings
V. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
Selectionshavebeenmadebasedoninformationprovidedinthisdocument.Ifanyselectionshavebeenchangedbythepermitapplicant,anexplanationshouldbeincludedinTableE.

AdditionalRemarks.Thesedocumentsmustbeprovidedtothebuildinginspectorduringconstructionandanywith"-A"intheformnamemustbecompletedthroughanAcceptance TestTechnicianCertificationProvider(ATTCP).Formoreinformationvisit:http://www.energy.ca.gov/title24/attcp/providers.html Form/Title Systems/SpacesToBeField
Verified
NRCA-LTI-02-A-Mustbesubmittedforoccupancysensorsandautomatictimeswitchcontrols. OFFICESPACE;ENTRY/ HALLWAY;LOCKERROOM;
RESTROOMS;TRIMROOM

STATEOFCALIFORNIA
Indoor Lighting CALIFORNIAENERGYCOMMISSION

CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: 7109TelegraphRd
Report Page: (Page 8 of 8) Project Address: Date Prepared: 2024-02-02T18:49:04-05:00

DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
I certify that this Certificate of Compliance documentation is accurate and complete.

DocumentationAuthorName:

OvidiuHij
DocumentationAuthorSignature:

Company:

OvisElectricInc
SignatureDate:

Address: CEA/HERSCertificationIdentification(ifapplicable):

City/State/Zip: Phone:

RESPONSIBLE PERSON'S DECLARATION STATEMENT
Icertifythefollowingunderpenaltyofperjury,underthelawsoftheStateofCalifornia:

1. TheinformationprovidedonthisCertificateofComplianceistrueandcorrect.

2. IameligibleunderDivision3oftheBusinessandProfessionsCodetoacceptresponsibilityforthebuildingdesignorsystemdesignidentifiedonthisCertificateofCompliance(responsibledesigner)

3. Theenergyfeaturesandperformancespecifications,materials,components,andmanufactureddevicesforthebuildingdesignorsystemdesignidentifiedonthisCertificateofComplianceconformtotherequirements ofTitle24,Part1andPart6oftheCaliforniaCodeofRegulations.

4. ThebuildingdesignfeaturesorsystemdesignfeaturesidentifiedonthisCertificateofComplianceareconsistentwiththeinformationprovidedonotherapplicablecompliancedocuments,worksheets,calculations, plansandspecificationssubmittedtotheenforcementagencyforapprovalwiththisbuildingpermitapplication.

5. IwillensurethatacompletedsignedcopyofthisCertificateofComplianceshallbemadeavailablewiththebuildingpermit(s)issuedforthebuilding,andmadeavailabletotheenforcementagencyforallapplicable inspections.IunderstandthatacompletedsignedcopyofthisCertificateofComplianceisrequiredtobeincludedwiththedocumentationthebuilderprovidestothebuildingowneratoccupancy.

ResponsibleDesignerName: ResponsibleDesignerSignature:

Company: DateSigned:

Address: License:

City/State/Zip: Phone:
2/2/2024
714-448-9780
1117 N. FOUNTAIN WAY, SUITE A
ANAHEIM, CA 92806
Ovidiu Hij
Ovis Electric Inc
1117 N. FOUNTAIN WAY, SUITE A
ANAHEIM, CA 92806
2/2/2024
C-10 802826
714-448-9780

M-3 TENANT IMPROVEMENT

TRI-PACIFIC HEATING &

AIR CONDITIONING, LP

P-1.1LEGEND, NOTES AND
FORFOV

SYMBOLS/ABBREVIATIONS/DEFINITIONS

FCSPSEDSPDFOSASOVAC

GMGSDDSD
ICW
DINCA

LVLWCLWVPWPWR

GENERAL NOTES

SERVICE
VITRIFIED CLAYC.I. SOIL PIPE & FITTINGS, S.W.SCHED. 40 GALV. STEELCOPPER, TYPE "L"COPPER, TYPE "K"MATERIAL SCHED. 40 BLACK STEEL
COPPER, TYPE "M"DWV COPPER

REMARKS
WATER REDUCTION(FIXTURE FLOW RATES)TABLE 5.303.2.3

SCHEDULE
PROJECT NO:DRAWN BY:CHK'D BY:DATE:

SHEET NO:

SHEET TITLE:

BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] Project Name & Address:TENANTIMPROVEMENT OF7109 TELEGRAPH RD.MONTEBELLO, CA90640 Seal:

(E) MEN'SRESTROOM103112 SF(E) WOMEN'SRESTROOM102109 SF(E) OFFICE101197 SF WOMEN'S LOCKER104121 SFENTRY100140 SF
STAIRS106168 SFUP
MOTHER / CLONE1083,049 SF
DDDDHC
FLOWER 410XXX SF
HALLWAY 1105199 SF
3-TIER ROW OFRACKING
3-TIER ROW OFRACKING
1-TIER ROW OFRACKING1-TIER ROW OFRACKING
1-TIER ROW OFRACKING1-TIER ROW OFRACKING
1-TIER ROW OFRACKING1-TIER ROW OFRACKING
1-TIER ROW OFRACKING1-TIER ROW OFRACKING
1-TIER ROW OFRACKING1-TIER ROW OFRACKING
1-TIER ROW OFRACKING
TYP. OF 6PER ROWOFRACKING1-TIER ROW OFRACKING
1-TIER ROW OFRACKING
TYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKING TYP. OF 5PER ROWOFRACKINGTYP. OF 5PER ROWOFRACKINGTYP. OF 5PER ROWOFRACKINGTYP. OF 5PER ROWOFRACKINGTYP. OF 5PER ROWOFRACKINGTYP. OF 5PER ROWOFRACKINGTYP. OF 5PER ROWOFRACKING FLOWER 310X
SHIPPING107203 SF
VESTIBULE10952 SF
100.0
101.0 104.0103.0
108.1
101.1107.0
107.1 109.0108.3
108.2
102.0
108.0
107.2
1A.3.1 1A.3.1
HBSB
MEN'S LOCKER110121 SFHALLWAY 2105120 SF
3 & 29A6.2
DNSTAIRS106
TRIM200989 SF
DHS1
AA
4 N PLUMBING HOT AND COLD WATER PLAN1SCALE 1/4"=1'-0"1PROJECT NO:DRAWN BY:CHK'D BY:DATE:

SHEET NO:

SHEET TITLE:

BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] Project Name & Address:TENANTIMPROVEMENT OF7109 TELEGRAPH RD.MONTEBELLO, CA90640 Seal:

PLUMBING HOT AND COLD WATER PLANP-2.0
N PLUMBING 2nd Flr. PLANSCALE 1/8"=1'-0"2

(E) MEN'SRESTROOM103112 SF(E) WOMEN'SRESTROOM102109 SF(E) OFFICE101197 SF WOMEN'S LOCKER104121 SFENTRY100140 SF
STAIRS106168 SFUP
MOTHER / CLONE1083,049 SF
DDDDHC
T1T2
F1TYP.

DH1DH1DH1
DH1DH1DH1
DH1DH1DH1
DH1DH1
FC1
HALLWAY 1105199 SF
3-TIER ROW OFRACKING
3-TIER ROW OFRACKING GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING
TYP. OF 6PER ROWOFRACKING1-TIER ROW OFRACKING
1-TIER ROW OFRACKING
TYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKING GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
AC1
AC1
AC1
AC1
EF1
AF1
AC1
GR2GR2
GL3GL3AC1
SHIPPING107203 SF
VESTIBULE10952 SF
CO2a1C1
100.0
101.0 104.0103.0
108.1
101.1107.0
107.1 109.0108.3
108.2
102.0
108.0
107.2
FC1
FC1
FC1
FC1
HB
GFI+18"
GFI+18"
GFI+18"
GFI+18"
GFI+18"
WH1
SB
MEN'S LOCKER110121 SF
EF1
HALLWAY 2105120 SF
3 & 29A6.2SAMPLINGBOX
DNSTAIRS106
TRIM200989 SF
DHS1
AA
4 2" & 3" HORIZONTAL WASTE PIPE SLOPING @ 2%4" HORIZONTAL WASTE PIPE SLOPING @ 1%PLUMBING WASTE AND VENT PLAN N PLUMBING WASTE AND VENT PLANSCALE 1/4"=1'-0"
P-2.0
PROJECT NO:DRAWN BY:CHK'D BY:DATE:

SHEET NO:

SHEET TITLE:

BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] Project Name & Address:TENANTIMPROVEMENT OF7109 TELEGRAPH RD.MONTEBELLO, CA90640 Seal:

N PLUMBING 2nd Flr. PLANSCALE 1/8"=1'-0"2
11

47 (E) MEN'SRESTROOM103112 SF(E) WOMEN'SRESTROOM102109 SF(E) OFFICE101197 SF WOMEN'S LOCKER104121 SFENTRY100140 SF
STAIRS106168 SFUP
MOTHER / CLONE1083,049 SF
11'-612" 11'-612"
14'-6"12'-112"
14'-6"12'-112"5'-012"18'-3"
8'-5"8'-3"14'-4"
DDDDHC
T1T2
49'-112"
51'-312"
1'-1"4'-012"F1TYP.

DH1DH1DH1
DH1DH1DH1
DH1DH1DH1
DH1DH1
FC1
HALLWAY 1105199 SF
3-TIER ROW OFRACKING
3-TIER ROW OFRACKING GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING1-TIER ROW OFRACKING
GR1GL2 1-TIER ROW OFRACKING
TYP. OF 6PER ROWOFRACKING1-TIER ROW OFRACKING
1-TIER ROW OFRACKING
TYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKINGTYP. OF 6PER ROWOFRACKING GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
GR1GL2
TYP. OF 5PER ROWOFRACKING
1112"1'-012"17'-0"AC1
AC1
AC1
AC1
EF1
AF1
AC1
GR2GR2
GL3GL3AC1
5'-0"
SHIPPING107203 SF
VESTIBULE10952 SF
CO2a1C1
100.0
101.0 104.0103.0
108.1
101.1107.0
107.1 109.0108.3
108.2
102.0
108.0
107.2
1A.3.1 1A.3.1
FC1
FC1
FC1
FC1
HB
GFI+18"
GFI+18"
GFI+18"
GFI+18"
GFI+18"
WH1
SB
MEN'S LOCKER110121 SF
8'-0"9'-612"4'-6"
EF1
HALLWAY 2105120 SF
3 & 29A6.2
CD

CDCDCDCDCD
CDCDCD
PLUMBING FIRST FLOOR CONDENSATE DRAIN PLANS C A L E : 1/8 " = 1 ' - 0"NORTH 1S C A L E : 1/8 " = 1 ' - 0"NORTH 1

PLUMBING FIRST FLOORCONDENSATE DRAIN PLAN
P-2.2
PROJECT NO:DRAWN BY:CHK'D BY:DATE:

SHEET NO:

SHEET TITLE:

BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] Project Name & Address:TENANTIMPROVEMENT OF7109 TELEGRAPH RD.MONTEBELLO, CA90640 Seal:

P-4.0RISER DIAGRAM
PROJECT NO:DRAWN BY:CHK'D BY:DATE:

SHEET NO:

SHEET TITLE:

BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] Project Name & Address:TENANTIMPROVEMENT OF7109 TELEGRAPH RD.MONTEBELLO, CA90640 Seal:

WASTE AND VENT PIPE SIZING CHART(PER 703.2 CPC)SIZE OF PIPE (INCHES)1 1/41 1/22345681012 MAXIMUM UNITSDRAINAGE PIPINGVERTICALHORIZONTAL11221163834843542562165600428513807205360026405560046805840082005 MAXIMUM LENGTHDRAINAGE PIPINGVERTICAL (FEET)HORIZONTAL (UNLIMITED)456585212300390510750 VENT PIPINGHORIZONTAL&VERTICAL6 MAXIMUM UNITSMAXIMUM LENGTHS (FEET)1458360241208421225630060039013805103600750 NOTES:1 EXCLUDING TRAP ARM.2 EXCEPT SINKS, URINALS, AND DISWASHERS - EXCEEDING 1 FIXTURE UNIT.3 EXCEPT SIX-UNIT TRAPS OR WATER CLOSETS.4 ONLY FOUR WATER CLOSETS OR SIX-UNIT TRAPS ALLOWED ON A VERTICAL PIPE OR STACK; ANDNOT TO EXCEED THREE WATER OR SIX-UNIT TRAPS ON A HORIZONTAL BRANCH OR DRAIN.5 BASED ON 1/4" PER FOOT SLOPE. FOR 1/8" PER FOOT SLOPE, MULTIPLY HORIZONTAL FIXTUREUNITS BY A FACTOR OF 0.8.6 THE DIAMETER OF AN INDIVIDUAL VENT SHALL NOT BE LESS THAN 1 1/4" NOR LESS THAN ONE-HALFTHE DIAMETER OF THE DRAIN TO WHICH IT IS CONNECTED. FIXTURE UNIT LOAD VALUES FORDRAINAGE AND VENT PIPING SHALL BE COMPUTED FROM TABLE 702.1 AND TABLE 702.2(2). NOT TOEXCEED ONE-THIRD OF THE TOTAL PERMITTED LENGTH OF A VENT SHALL BE PERMITTED TO BEINSTALLED IN A HORIZONTAL POSITION. WHERE VENTS ARE INCREASED ONE PIPE SIZE FOR THEIRENTIRE LENGTH, THE MAXIMUM LENGTH LIMITATIONS SPECIFIED IN THIS TABLE DO NOT APPLY. THISTABLE IS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 901.3.

P-4.1HOT AND COLD WATER
PROJECT NO:DRAWN BY:CHK'D BY:DATE:

SHEET NO:

SHEET TITLE:

BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] Project Name & Address:TENANTIMPROVEMENT OF7109 TELEGRAPH RD.MONTEBELLO, CA90640 Seal:

RISER DIAGRAM

PROJECT NO:DRAWN BY:CHK'D BY:DATE:

SHEET NO:

SHEET TITLE:

BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] BFConsulting Design
TEL. (818) 795-3487Consulting Mechanical Electrical 12200 Stagg StreetNorth Hollywood, CA. 91605and Plumbing EngineersMOBILE (818) 795-3487EMAIL [email protected] Project Name & Address:TENANTIMPROVEMENT OF7109 TELEGRAPH RD.MONTEBELLO, CA90640 Seal:

PLUMBING DETAILS
P-5.0

AHOT WATER OUTLET PIPE
D
HG

I CEDEDCUNIONAUTOMATIC AIR VENTTHERMOMETERIJHGCOLD WATER INLET PIPEINLET WATER SHUT OFF VALVEEXPANSION TANKF K DJ BOUTLET WATER SHUT OFF VALVEB A

NMLRETURN WATER SHUT OFF VALVERELIEF VALVE DRAIN LINE

SRQPCHECK VALVEDRAIN VALVEPIPE CAPTHERMOSTATO L

PAS REQUIREDVERIFY & PROVIDEEARTHQUAKE STRAPT MDS

EARTHQUAKE STRAPBOLTED ON WALL
PRESSURE & TEMP. RELIEF VALVEK
R

PROVIDE ISOLATIONVALVE ON EACHSIDE OF THE PUMP
S

FLOOR/WALL CLEANOUT DETAIL
6"

ATTACHMENT C

ITEM # 25

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: Joseph Palombi, Director of Planning & Community Development

SUBJECT: AWARD PROFESSIONAL SERVICES AGREEMENT NO. 4244 FOR ON-

CALL BUILDING PLAN CHECK, BUILDING INSPECTION, AND

PLANNING CONSULTING SERVICES TO TRANSTECH ENGINEERS,
INC.

DATE: November 13, 2024

RECOMMENDATIONS:

It is recommended that the City Council:

1. Award Professional Services Agreement No. 4244 to Transtech Engineers, Inc. for Building Plan Check, Building Inspection, and Planning Consulting Services based on proposals received and evaluation ratings conducted pursuant to Request for Proposal (RFP) No. 25-05; and

2. Authorize the City Manager to execute all required documents related to the Professional Services Agreement between the City of Montebello and Transtech Engineers, Inc. in a form approved by the City Attorney’s office; and

3. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The cost associated with the Professional Services Agreement No. 4244 between the City of Montebello (the “City”) and Transtech Engineers, Inc. will be recovered from a portion of the fees charged for building plan check and building permit issuance. There is no immediate impact to the General Fund as there is sufficient funding included in the Fiscal Year 2024-25 Budget to cover the cost of ancillary services related to contract services for the Planning and Community Development Department - Building and Safety Division.

The negotiated fees to be paid to Transtech Engineers, Inc for consulting services

CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 13, 2024

pursuant to the Proposal (Please see Attachment A, Exhibit A-Exhibit B) are listed as follows:
• The sliding scale for monthly fees paid to Transtech Engineers, Inc. for Building Division Plan Check Services will include: 60% of fees collected ($0 to $250,000); 57% ($250,001 to $400,000); and 52% ($400,001 and above). • Staff Augmentation services will be billed pursuant to the Schedule of Hourly Rates provided by Transtech Engineers, Inc. included in the cost proposal under Section 6 of the Proposal (Please see Attachment A, Exhibit A). Staff augmentation services are intended to provide flexibility to adjust staffing as needed to respond to project demands within the Building and Safety Division as well as the Planning Division.

It is important to note that the above-referenced fee structure for Building Division Plan Check Services is a net reduction of approximately 28 percent when compared to the previous fee structure. In addition, all building plan check fees related to City projects will be waived. The fee structure associated with Professional Services Agreement No. 4244 would result in significant cost savings to the City.

BACKGROUND/DISCUSSION:

On August 1, 2023, the Building and Safety Division was transferred from the Public Works Department to the Planning and Community Development Department (the “Planning Department”). Under Public Works, on-call Building and Safety Services were provided by Transtech Engineers, Inc. pursuant to Master Retainer Agreement No. 3921 (“Agreement No. 3921”) which expired on October 18, 2024. Agreement No. 3921 was approved and administered as part of a bench system that included several engineering firms. It is important to note that when the Building and Safety Division was transferred from Public Works to the Planning Department it resulted in the bifurcation of services originally approved under Agreement No. 3921.

Subsequent to the approval of Agreement No. 3921, and the transition of the Building and Safety Division from Public Works to the Planning Department, there was a significant increase in requests for building permits associated with new projects resulting in increased demand for services from the Building and Safety Division, primarily related to building plan check review and processing. The plan check review process often results in corrections/comments to plans, prompting numerous questions from developers and residents. The ability to provide adequate staffing resources through on- call support services helps improve the City’s permitting process during peak periods.

On September 25, 2024, the City Council authorized the issuance of a Request for Proposals (“RFP”) for On-Call Building Plan Check, Building Inspection, and Planning Consulting Services. To continue ensuring high-quality, timely services that meet the increased demand for development-related services, an RFP was issued on September 26, 2024, under RFP No. 25-05, to identify qualified firms to provide these critical services on an on-call basis. The solicitation was advertised on PlanetBids on the City’s website.

CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 13, 2024

The RFP closed on October 28, 2024, and the City received eight (8) proposals in response to RFP No. 25-05. The eight proposals were evaluated based on criteria included in the RFP, including qualifications and experience, reputation (references/samples), and proposed fees for services. The Evaluation Committee, consisting of three staff members from the Planning and Community Development Department, thoroughly reviewed all proposals as prescribed in the RFP. Proposals were reviewed/evaluated by the Evaluation Committee between October 29 through November 4, 2024. The maximum points prescribed in the evaluation criteria for each rater totaled 100 points (Qualifications and Experience – 65 maximum points; Reputation – References/Samples – 15 maximum points; and Proposed Fees for Services – 20 maximum points). Collectively, the maximum points available for each proposal total 300 points when combining the available points from each member of the Evaluation Committee.

Based on the review and evaluation of all eight proposals by the Evaluation Committee, the scoring resulted in the following ranking:

PROPOSALS RECEIVED TOTAL SCORE
Transtech Engineers, Inc. 286
Wildan Engineering 268
CSG Consultants, Inc. 258
Bureau Veritas North America,
Inc. 243
Jlee Engineering, Inc. 238
The Code Group, Inc. 230
Interwest Consulting Group, Inc. 223
RKA Consulting Group 216

ENVIRONMENTAL:

This item is not subject to the California Environmental Quality Act (CEQA) pursuant to the State CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, section 15060(c)(2) because the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment); Section 15060(c)(3) because the activity is not a project as defined in Section 15378); and section 15061(b)(3) because the activity is covered by the general rule or common sense exemption that CEQA applies only to projects which have the potential for causing significant effect on the environment. Due to there not being a possibility that this item may have a significant adverse effect on the environment, the item is exempt from CEQA.

CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 13, 2024

ANALYSIS:

After transitioning professional construction management and inspection services between departments as previously noted, staff commenced the RFP process to provide clarity, accountability, and restore the City’s ability to properly account for the collection of revenue associated with permitting pursuant to the proposed Professional Services Agreement. In addition, the proposed Professional Services Agreement will provide flexibility to adjust augmented staffing levels as needed to ensure the City is prepared to respond to project demands and meet customer service expectations in the Building and Safety and Planning Division. This will allow staff to continue to adequately process entitlement applications and permits for residential, commercial, and industrial projects Citywide.

The proposed agreement includes the following key services:
• On-call building plan check services
• On-call building inspection services
• Planning consulting services
• Staff augmentation to support peak service demands

After a thorough evaluation process, Transtech Engineers, Inc. was selected based on their qualifications, experience with similar services, and competitive pricing. This firm demonstrated a strong understanding of the City's needs and a capacity to handle the volume of work anticipated over the term of the Agreement. Awarding this contract will enable the City to maintain its commitment to providing efficient and professional building plan check, inspection, and planning services, while ensuring compliance with State and local regulations. Transtech Engineers, Inc. will work under the direction of the Planning Department to support essential operations and enhance the City’s ability to adjust resources to meet the unpredictable demands related to existing and future development projects Citywide.

Transtech Engineers, Inc. is a firm with demonstrated experience in more than 20 government agencies where they provide plan check and inspection services as well as planning consulting services with a focus on customer-service, providing the most current technology in building plan check services, flexibility and efficiency geared toward positive outcomes.

SUMMARY:

Staff recommends the City Council award the Professional Services Agreement (No. 4244) pursuant to RFP No. 25-05 to Transtech Engineers, Inc. for a term of three years with two one-year renewal options and authorize the City Manager to execute the Professional Services Agreement in a form approved by the City Attorney’s office.

CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 13, 2024

ATTACHMENT(S)

1. Attachment A_Professional Services Agreement No. 4244 (with attachments)

ITEM # 26

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: Kimberly Guillen, Senior Deputy City Clerk
Samantha Nevarez, Management Analyst

SUBJECT: APPROVAL OF RESOLUTION NO 24-87, AND 24-88 FOR HOLIDAY

CLOSURE OF CITY HALL AND RELATED ADMINISTRATIVE

FACILITIES AND CITY COUNCIL MEETINGS

DATE: November 13, 2024

RECOMMENDATIONS:

It is recommended that the City Council:

1. Adopt Resolution No. 24-87, approving going dark for regularly scheduled City Council meetings on November 27, 2024, and December 25, 2024; and

2. Adopt Resolution No. 24-88 approving the closure of City Hall and the Recreation and Community Services Administrative Office on Wednesday, November 27, 2024, at 1 p.m., Thursday, December 26, 2024, and Thursday, January 2, 2025; and

3. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The reduced operating hours over the holiday period will save costs on utilities and other operational expenses.

BACKGROUND/DISCUSSION:

The City of Montebello has established annual holiday observances based on the Memoranda of Understanding adopted by various employee bargaining groups. These observances include closures on specific holidays, such as Thanksgiving Day (November 28, 2024) Christmas Day (December 25, 2024) and New Year's Day (January 1, 2025).

CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 13, 2024

In alignment with these established holidays, it is recommended that the City observe closures of City Hall and the Recreation and Community Services Administrative Office on Wednesday, November 27, 2024, at 1 p.m., Thursday, December 26, 2024, and Thursday, January 2, 2025. This closure will not significantly impact City operations, as most routine business is usually diminished during the holidays. Many surrounding municipalities have adopted similar closures to accommodate the holiday season while maintaining essential City Services. All other City operations will remain open, including the Police, Fire, and Transportation departments.

Historically, the City of Montebello has also adjusted its Regular Meeting schedule in November and December. Given the proximity of these City Council meetings to the holiday season, it is proposed that the Council consider going dark for these regularly scheduled meetings. The second meetings in both months typically see lower attendance due to the holidays, with many residents and Council Members occupied with family gatherings and holiday events. Canceling these meetings would not only respect the holiday observances, but also optimize resources and time for City staff and Council Members. Therefore, staff requests the City Council's approval to go dark on Wednesday, November 27, 2024, and Wednesday, December 25, 2024, as there is no pressing business to discuss.

ENVIRONMENTAL:

N/A

ANALYSIS:

The City's bargaining unit representatives agree with the proposed closures on Wednesday, November 27, 2024, at 1 p.m., December 26, 2024, and January 2, 2025.

Employees will use their accrued leave time or leave without pay for these dates.

If approved by the City Council, communication regarding the holiday closure will be coordinated by the City Manager’s Office, City Clerk’s Office, and Public Affairs. The community will receive notice of the closures through signage at impacted facilities, social media, and the City’s website.

SUMMARY:

Staff recommends the City Council's approval to go dark for regularly scheduled City Council meetings on November 27, 2024, and December 25, 2024; approval of the closure of City Hall and the Recreation and Community Services Administrative Office on Wednesday, November 27, 2024, at 1 p.m., Thursday, December 26, 2024, and Thursday, January 2, 2025; and taking such additional, related action that may be desirable.

ATTACHMENT(S)

1. Attachment A - Resolution No. 24-87

2. Attachment B - Resolution No. 24-88

CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 13, 2024

ATTACHMENT A
RESOLUTION NO. 24-87

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTEBELLO

APPROVING GOING DARK FOR THE SECOND REGULARLY SCHEDULED CITY COUNCIL MEETINGS IN NOVEMBER AND DECEMBER 2024
WHEREAS, the City of Montebello City Council holds Regular Meetings twice a month to conduct City business and address community concerns; and WHEREAS, historically, the City of Montebello has adjusted its Regular Meeting schedule in November and December to accommodate the holiday season; and WHEREAS, given the proximity of the second Regular Meetings in November and December to major holidays; and
WHEREAS, there is typically a notable decrease in attendance by both residents and councilmembers, as many are occupied with family gatherings and holiday events; and
WHEREAS, canceling these meetings would not only allow for observance of the holidays, but also optimize the use of resources and time for City staff and councilmembers; and
WHEREAS, City staff has determined that there is no pressing business to be discussed on these dates, recommends going dark on Wednesday, November 27, 2024, and Wednesday, December 25, 2024;

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTEBELLO THAT:

1. The second regularly scheduled City Council meetings on November 27, 2024, and December 25, 2024, are hereby canceled.

2. The City Council and City staff shall observe these dates as dark meetings in observance of the holiday season, allowing time for holiday observances and maximizing operational efficiencies.
[Signatures on the following page]

RESOLUTION NO. 24-87

APPROVED AND ADOPTED THIS 13TH DAY OF NOVEMBER 2024
_______________________________
Scarlett Peralta, Mayor
ATTEST:APPROVED AS TO FORM:

________________________________ ________________________________ Christopher Jimenez, City Clerk Arnold M. Alvarez-Glasman, City Attorney

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF MONTEBELLO )
I, Christopher Jimenez, City Clerk of the City of Montebello, County of Los Angeles, State of California, hereby certify that the foregoing Resolution No. 24-87 was passed and adopted by the City Council of the City of Montebello, signed by the Mayor and attested by the City Clerk at a regular meeting of said Council held on the 13 th day of November 2024 and that said Resolution was adopted by the following vote, to-wit:

AYES:

NOES:

ABSTAIN:

ABSENT:

The undersigned, City Clerk of the City of Montebello, does hereby attest and certify that the foregoing Resolution is a true, full and correct copy of a resolution duly adopted at a meeting of said City which was duly convened and held on the date stated thereon, and that said document has not been amended, modified, repealed or rescinded since its date of adoption and is in full force and effect as of the date hereof.

DATE:

Christopher Jimenez, City Clerk

ATTACHMENT B
RESOLUTION NO. 24-88

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTEBELLO

APPROVING THE CLOSURE OF CITY HALL AND THE RECREATION AND

COMMUNITY SERVICES ADMINISTRATIVE OFFICE ON WEDNESDAY, NOVEMBER 27, 2024, AT 1 P.M., THURSDAY, DECEMBER 26, 2024, AND THURSDAY, JANUARY 2, 2025.

WHEREAS, the City of Montebello has established annual holiday observances based on the Memoranda of Understanding adopted by various employee groups; and WHEREAS, these observances include closures on specific holidays, such as Thanksgiving Day (November 28, 2024), Christmas Day, (December 25, 2024), and New Year’s Day, (January 1, 2024); and
WHEREAS, in alignment with these established holidays, it is recommended that the City observe closures of City Hall and the Recreation and Community Services Administrative Office on Wednesday, November 27, 2024, at 1 p.m., Thursday, December 26, 2024, and Thursday, January 2, 2025; and
WHEREAS, the City’s bargaining unit representatives agree with the proposed closure dates; and
WHEREAS, employees will use their accrued leave time or leave without pay for these dates; and
WHEREAS, this closure will not significantly impact city operations, as most routine business is usually diminished during this period; and WHEREAS, many surrounding municipalities have adopted similar practices to accommodate the holiday season while maintaining essential city services; and WHEREAS, advance notice will be provided to the public regarding these closures to ensure awareness and minimize disruption.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MONTEBELLO AS FOLLOWS:

1. The City Council hereby approves the closure of City Hall and the Recreation and Community Services Administrative Office on Wednesday, November 27, 2024, at 1 p.m., Thursday, December 26, 2024, and Thursday, January 2, 2025.

2. The City Manager, City Clerk, and Public Affairs are directed to provide public notice of these closures through the City’s website, social media platforms, and other appropriate channels.

3. Arrangements will be made to ensure that critical City services remain operational, and that the public has access to necessary resources during the closure periods.

RESOLUTION NO. 24-88

APPROVED AND ADOPTED THIS 13TH DAY OF NOVEMBER 2024
_______________________________
Scarlett Peralta, Mayor
ATTEST:APPROVED AS TO FORM:

________________________________ ________________________________ Christopher Jimenez, City Clerk Arnold M. Alvarez-Glasman, City Attorney

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF MONTEBELLO )
I, Christopher Jimenez, City Clerk of the City of Montebello, County of Los Angeles, State of California, hereby certify that the foregoing Resolution No. 24-88 was passed and adopted by the City Council of the City of Montebello, signed by the Mayor and attested by the City Clerk at a regular meeting of said Council held on the 13 th day of November 2024 and that said Resolution was adopted by the following vote, to-wit:

AYES:

NOES:

ABSTAIN:

ABSENT:

The undersigned, City Clerk of the City of Montebello, does hereby attest and certify that the foregoing Resolution is a true, full and correct copy of a resolution duly adopted at a meeting of said City which was duly convened and held on the date stated thereon, and that said document has not been amended, modified, repealed or rescinded since its date of adoption and is in full force and effect as of the date hereof.

DATE:

Christopher Jimenez, City Clerk

ITEM # 27

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: John Soria, Director

SUBJECT: AWARD AGREEMENT NO. 4230 TO KYA SERVICES, LLC FOR THE

TRANSPORTATION RESTROOM RENOVATION SERVICES REQUEST
FOR PROPOSAL NO. 24-24

DATE: November 13, 2024

RECOMMENDATIONS:

It is recommended that the City Council:

1. Award Agreement No.4230 to KYA Services, LLC (KYA Services) for the Restroom Renovation Services Request for Proposal No. 24-24 (RFP No. 24-24), for a total not-to-exceed amount of One Million, Four Hundred Ninety-Nine Thousand, One Hundred Eighty-Two Dollars ($1,499,182); and

2. Authorize the City Manager and/or his designee to approve change orders up to five percent (5%) or $74,960, of the total agreement amount; and

3. Authorize the City Manager to execute and finalize Agreement No. 4230 on behalf of the City of Montebello (City) with KYA Services; and

4. Amend the Fiscal Year (FY) 2024-25 adopted operating budget to increase appropriations by $1,574,142 in the Contract Services – Building Maintenance/Repair, Account No. 600-90-915-6040.60; and

5. Take such additional, related, action that may be desirable.

FISCAL IMPACT:

On October 21, 2024, KYA Services submitted their best and final value contract pricing of $1,499,182 (Attachment A). This total was determined once Montebello Bus Lines (MBL) staff worked with the contractor to clarify key project details. KYA Services then revised their original proposal, refining their technical approach for the Transportation Facility Restroom Renovation Project. While the estimated project cost is $1,499,182,

CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 13, 2024

staff recommends reserving an additional 5% ($74,960) in contingency funds to address any unforeseen issues beyond the outlined scope of work.

The project will be funded utilizing General Ledger Account No. 600-90-915-6040.60, designated for Contract Services – Building Maintenance Repair. Staff requests City Council approval to amend the FY 2024-25 adopted operating budget to incorporate the estimated cost for this project.

BACKGROUND/DISCUSSION:

On July 25, 2024, the City published RFP No. 24-24 to solicit services for the renovation of restrooms within the transportation facility (Attachment B). The scope of work encompassed the removal and replacement of various restroom fixtures and associated components including, but not limited to: urinals, toilets, sinks, drainage systems, countertops, lighting solutions, finishes, ventilation systems, as well as heating and cooling apparatuses. All proposals were due Thursday, September 5, 2024. MBL received four (4) proposals from Asad Holdings, LLC, Bridgerock Construction INC, Global Builders INC and KYA Services.

ENVIRONMENTAL:

N/A

ANALYSIS:

On September 10, 2024, an Evaluation Committee composed of three (3) raters from the Transportation Department evaluated the proposals. The Committee adhered to a meticulously crafted set of evaluation criteria directly aligned with the project’s scope of work. The qualitative and quantitative criteria for proposal assessment were as follows:

CITY COUNCIL AGENDA REPORT - MEETING OF NOVEMBER 13, 2024

Based on these criteria, the Evaluation Committee produced the scores as follows:

KYA Services was selected over the other competitors based on a thorough review of their project management plan, the skills and experience of their team, and overall qualifications (Attachment C). KYA’s experience in commercial construction and restroom renovation is backed by an extensive portfolio. Notable projects include restroom modernization for MBL’s Operations Division, work for the San Juan Unified School District, asphalt and turf replacement for Santa Ana Unified School District, and flooring reconstruction for Newport Mesa Unified School District. Based on the evaluations, it is recommended that the City Council award Agreement No. 4230 to KYA Services.

SUMMARY:

Staff recommends that the City Council award Agreement No. 4230, attached hereto in substantial form (Attachment D), to KYA Services for the Restroom Renovation Services RFP No. 24-24, for a total not-to-exceed amount of $1,499,182; authorize MBL to reserve 5% or $74,960 in contingency funds to address any unforeseen issues beyond the outlined scope of work; authorize the City Manager to take action necessary to execute and finalize the agreement on the City’s behalf; and direct staff to take such additional, and related, action that may be desirable.

ATTACHMENT(S)

1. Attachment A - Price Sheet

2. Attachment B - RFP No. 24-24

3. Attachment C - KYA Services, LLC Proposal

4. Attachment D - Draft Agreement No. 4230

KYA Services, LLC
1800 E. MCFadden Ave
Santa Ana, CA 92705
P: 714-659-6477 F: 714-586-5544
Lic No.984827 C15, B, C-61/D12, A, C20, C10, C33
CLIENT: PROJECT:

Montebello Bus Lines Restroom Renovation
Attention: Cesar Lopez
DATE:
10/21/2024
Description:

GENERAL CONDITIONS
$513,208.00
TILE $327,847.00
PLUMBING $125,507.00
DEMOLITION $210,959.00
PAINT $104,792.00
Job Site Rentals - Fencing, Temp Toilets, Dumpsters
Project Labor/Supervision
Sundries
Mobilization
Evaluation & Design
Floor Protection
Daily & Final Cleanup
B
Walls-Dal Tile 8"X24" K175 Biscuit
Floors-Dal Tile 2"X2" D208 Sueda Gray Speckle
4" Wall Accent SA94 Tranquility Random Linear
TR-1 Schluter Dilex AE Cove Pieces
TR-2 Schluter Dilex Scheine Corners Inside and Outside
TR-3 Schluter Schiene AE Tile Trim
Float Floor 1"-2" TCNA F112
RG RedGard Waterproofing and Crack Isolation Membrane Roll On Reconfigure Plumbing
Install New Shower Fixtures
New Urinals
New Toilets
New Lavaotry's
New Trap Primers
Excavation and Sand Backfilll
Provide access Panes for plumbing
Manufactures warranties
Demolition and Removal of Existing Surfaces
Painting of Walls, Ceilings, Locker Faces, Doors and Frames

ATTACHMENT A

PARTITIONS $57,556.00

MIRRORS
ELECTRICAL $127,313.00
MISC $32,000.00
Total Price $1,499,182.00
EXCLUSIONS:

Thank you for giving KYA Services the opportunity to do business with you! Add Alternates
1)
2)
3)
QUALIFICATIONS:

Sincerely, Represented and accepted by: DATE:

Toilet Compartments and Screens Includes Restroom Accessories Included with Restroom Accessories
Install new Halo LTQ 69691EDM 6" & Halo LTQ406951EDM 4" and Exhange Fans

10.5W
Change New Light Switches

1. All Fees and Permits

2. Lead Abatment, Asbestos, Hazardous Material

3. Framing and Insulation

4. Architectural Services

5. ADA Design

6. Fire Protection

7. Concrete Slab Scanning
Waterproofing and Other Infrastructure Set-Ups

Printed Name
Armando Ortega Signature
657-499-0844

City of Montebello
REQUEST FOR PROPOSALS (RFP) No. 24-24

TRANSPORTATION FACILITY RESTROOM RENOVATION SERVICES
July 25th, 2024

ONLINE PROPOSAL SUBMITTAL ONLY THROUGH PLANET BIDS
NOTE: Updates, changes or addendums to the RFP are posted at:
https://pbsystem.planetbids.com/portal/33072/portal-home

TABLE OF CONTENT

ATTACHMENT B

RFP No. 24-24

2 Montebello Bus Lines

Section Page(s)
INTRODUCTION 4
COVER LETTER 5
TIMETABLE & SCHEDULE OF EVENTS 7
PROPOSAL SUBMISSION CHECKLIST 7
SECTION 1 - INSTRUCTIONS TO PROPOSERS 8
Proposal Format and Submittal
Examination of Proposal Documents

SECTION 2 - GENERAL TERMS AND CONDITIONS

9-16
Addenda
Clarifications
Discrepancies and Misunderstandings
Withdrawals of Proposal
References
Proposal Signatures
Pre Contractual Expenses
City of Montebello Rights
State Credentials and Taxes
Responsibility for Compliance with Legal Requirements
Confidentiality and Public Record
Joint Offers
Company Personnel
Single Proposal Response
Protest Procedures
Incorporation of Proposal into Agreement
Time of Completion
Payment
Contract Documents
Scope of Contract
Performance of Work
Award of Contract
Point of Contact
Evaluation of Proposals
Proposal Evaluation Criteria

SECTION 3 – STATE AND LOCAL REQUIREMENTS 17-18 SECTION 4 – OTHER REQUIREMENTS 19-20 Licensing and Permit Requirement
Liquidation Damages
Bond Requirements

SECTION 5 - SCOPE OF WORK 21-23

SECTION 5 - QUALIFICATIONS 24

SECTION 6 - FORM OF CONTRACT (SAMPLE) 25-36

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3 Montebello Bus Lines

SECTION 7 - FORMS AND CERTIFICATIONS

Letter of Transmittal 37

EXHIBITS

Exhibit A - Indemnification and Hold Harmless Agreement and Waiver of Subrogation and Contribution
Exhibit B – References
Exhibit C – Insurance
Exhibit D – Cost Proposal Sheet
Exhibit E – Statement of Disadvantaged Business Enterprise Participation Exhibit F – Bidder’s List of Subcontractor (DBE and Non- DBE) Exhibit G – Certification Regarding Debarment, Suspension and Other Responsibility Matters - Primary Covered Transactions
Exhibit H – Performance Guarantee Certification
Exhibit I – Performance Bond
Exhibit J – Irrevocable Standby Letter Of Credit Certificate Exhibit K – Bank Draft

RFP No. 24-24

4 Montebello Bus Lines

INTRODUCTION

The City of Montebello (City), Montebello Bus Lines (MBL), is soliciting proposals from highly qualified contractors to provide restroom renovation services to the Administration and Maintenance Division at the Transportation Facility. The selected contractor will remove and replace existing fixtures, piping, and equipment, as well as associated components (e.g., urinals, toilets, sinks, drains, countertops, lighting, finishes, vents, bathroom exhaust fans , heating and cooling systems, etc.), with modern fu nctional restroom equipment and supplies to serve the sanitary needs of the department.

The city operates MBL to provide reliable and efficient public transportation services to the residents of Montebello and neighboring communities. As the third -largest municipal bus system in Los Angeles County, MBL proudly serves 2.6 million passengers a year throughout the communities of Alhambra, Bell Gardens, San Gabriel, Boyle Heights, Commerce, Downtown Los Angeles, East Los Angeles, La Mirada, Montebello, Monterey Park, Pico Rivera, Rosemead, South Gate, and Whittier.

The City’s intent of this Request for Proposal (RFP) is to solicit a contractor to renovate the restrooms in the Administration and Maintenance Division at the Transportation Facility. These restrooms, part of the original building constructed over 25 years ago, have never been renovated and now require updated equipment and maintenance services. The city seeks to form a partnership with a contractor committed to delivering exceptional results while adhering to safety and environmental standards. The City reserves the right to increase or decrease the quantity listed and to delete any item from the contract.

In addition, the City reserves the right to reject any or all proposals, to waive information or irregularities to the extent permitted by law in any proposal received , and to be the sole judge of the merits of the respective proposals received.

RFP No. 24-24

5 Montebello Bus Lines

DATE: July 25th, 2024
ATTENTION: PROSPECTIVE PROPOSERS
SUBJECT: REQUEST FOR PROPOSAL (RFP) NO. 24-24
TITLE: CITY OF MONTEBELLO and MONTEBELLO BUS LINES

TRANSPORTATION FACILITY RESTROOM RENOVATION SERVICES
The City of Montebello (City) , Montebello Bus Lines (MBL) , invite proposals from fully qualified and experienced contractors, licensed in the State of California, to renovate the restrooms in the Transportation Maintenance Division. The project's scope of work is to remove and replace existing fixtures, preexisting water damage, piping, and equipment, as well as associated components (e.g., urinals, toilets, sinks, drains, countertops, lighting, finishes, vents, bathroom exhaust fans, heating and cooling systems, etc. ), with modern functional rest room equipment and supplies to serve the sanitary needs of the department. The selected contactor will be responsible for providing design, permits, labor, construction supervision, safety regulations, commercial grade material fixtures, tools, alternative restrooms (trailer/portable) and equipment necessary to complete the renovation.

The term of the proposed agreement shall be a one year term, with the option to extend for an additional two (2), one-year (1-year) terms, commencing upon the date of execution between the City and the successful contractor.

A Pre-Proposal Meeting will be held on Wednesday, August 14, 2024. The meeting will convene at 3:00pm Pacific Standard Time in the Transportation Building located at 400 South Taylor Avenue, Montebello. A facility walk-thru will follow the meeting.

It is highly recommended that all potential proposers (“Proposers”) attend this important meeting. All correspondence, communications, and contact concerning any aspect of this solicitation or offers shall be only with the following person [or his designat ed representative if applicable] (hereinafter, the “City’s Point of Contact”).

Name: Robert Fierro
Title: Management Analyst
Address: 400 S. Taylor Ave.

Montebello, CA 90640
Telephone: (323) 558-1625 ext.1115
E-mail: [email protected]

Only substantive inquiries will receive a response. All substantive questions submitted in writing as outlined below will be responded to according to the guidelines contained herein. Responses will be in writing and will be provided to all prospective Proposers and placed on the City ’s website. Responses to questions or comments regarding this RFP provided by any other department, employee, or City department other than the City’s Point of Contact set forth above shall not be considered valid and the City will not be bound by any such comments or responses. Inquiries received via telephone or orally in - person will not receive a response.

RFP No. 24-24

6 Montebello Bus Lines

Proposals must b e received by 3:00pm Pacific Standard Time , on Thursday, September 5 , 2024, and submitted in accordance with the instructions contained in this RFP. No exceptions will be granted regardless of reason or circumstances.

All proposals must contain an original signature by an authorized officer of the company.

The successful proposer will be required to comply with all applicable Equal Opportunity Laws and Regulations. The City hereby notifies all prospective Proposers that the City will require each proposer affirmatively demonstrate that Disadvantaged Business Enterprises are afforded full opportunity to participate in the performance of contracts and sub-contracts financed in part or in whole under this RFP and will not be discriminated against on the grounds of race, color, gender, age, or national origin in consideration for an award.

The City reserves the right to reject any or all proposals, to accept all or any part of any proposal, to waive any informality or minor irregularities in any proposal received to the extent permitted by law and where such action best serves the interest of the City , and to be the sole judge of the merits of the respective proposal received.

The City and MBL is committed to ensuring that no person is excluded from participation in, or denied the benefits of its programs and/or services on the basis of race, color or national origin in accordance with FTA Circular 4704.1 and Title VI of the Civil Rights Act of 1964, as amended ("Title VI"). In addition to Title VI, NTS also prohibits discrimination based on sex, age or disability.

Any person who believes he or she has been subjected to discrimination under Title VI can file a complaint with MBL. For more information on M BL’s Civil Rights Program, and the procedures to file a complaint, contact:

Name: John Soria
Title: Acting Director of Transportation
Address: 400 S. Taylor Ave.

Montebello, CA 90640
Telephone: (323) 558-1625, ext. 1315
Fax Number: (323) 887-4643
E-mail: RideMBL.com

You may also contact the Federal Coordination and Compliance Office, Civil Rights Division at the Title VI Hotline: 888-TITLE-06 (888-848-5306) or send a letter to:

U.S. Department of Justice
Civil Rights Division
Federal Coordination and Compliance Section, NWB
950 Pennsylvania Avenue, N.W. Washington, D.C. 20530
More information on Title VI is available from the Justice Department online at www.justice.gov

RFP No. 24-24

7 Montebello Bus Lines

TIMETABLE & SCHEDULE OF EVENTS
Scheduled Tasks Scheduled Date
Issuance of RFP Thursday July 25th, 2024
Pre-Proposal Meeting Tuesday August 14th, 2024, at 3:00PM PST Deadline to Submit Questions Tuesday August 20th, 2024, at 3:00 PM PST Responses to Questions Provided Thursday August 27th, 2024 Deadline to Submit Proposals Thursday September 5th, 2024, at 3:00 PM PST Presentations & Intent to Award September/October

PROPOSAL SUBMISSION CHECKLIST
This checklist must be completed and returned with the Proposal. Failure to return this checklist may be cause for considering the Proposal non-responsive.

Description Section/
Page
Proposer shall
initial here
1 Proposal Page # 5
2 Letter of Transmittal Page # 36
3 Licensing, Permits, and Certificates Page # 17
4 Indemnification and Hold Harmless Agreement and Waiver of Subrogation and Contribution
Exhibit A
5 References Exhibit B
6 Insurance Exhibit C
7 Cost Proposal Sheet Exhibit D
8 Statement Of Disadvantaged Business Enterprise Participation Exhibit E 9 Bidder’s List of Subcontractor(s) (DBE and Non-DBE) Exhibit F 10 Certification Regarding Debarment, Suspension…. Exhibit G 11 Performance Guarantee Certification Exhibit H
12 Performance Bond Exhibit I
13 Irrevocable Standby Letter Of Credit Certificate Exhibit J 14 Bank Draft Exhibit K

OPTIONAL ITEMS
15 Requests for exceptions or deviations. Page # 8

Company Name:

Name of Proposer initialing document (print):

Email address of Company Contact:

Signature:

Title:

Date:

RFP No. 24-24

8 Montebello Bus Lines

SECTION 1 - INSTRUCTIONS TO PROPOSERS

PROPOSAL FORMAT AND SUBMITTAL
Proposals can be submitted via the https://pbsystem.planetbids.com/portal/33072/portal-home Portal (accessed through the City of Montebello’s official website at https://cityofmontebello.hosted2.civiclive.com/cms/One.aspx?portalId=58756&pageId=84839) up to the hour of 3:00 p.m. on Thursday, September 5th, 2024.

All proposals must contain an original signature by an authorized officer of the company. Proposals received after the above listed date and time will not be considered.

Proposals shall not include a photocopy of the following:
· INSTRUCTIONS TO PROPOSERS,
· QUALIFICATIONS,
· SCOPE OF WORK.

Proposals shall be typed, single -spaced and submitted on 8 1/2“x11” paper. Proposals shall not include any unnecessarily elaborate or promotional material. Proposals may not be modified or corrected after being opened unless an addendum is issued requesting resubmissions. Proposals will not be valid until all information has been verified and proposers’ references have been checked. All proposals shall be accompanied by a completed and signed letter of transmittal provided as a part of this RFP.

All requests for exceptions or deviations because of this RFP shall be clearly identifiable by a separate section of the Proposer’s submitted proposal for review by the City. It shall be the City’s right to accept or reject any portion of the submitted requests.

Proposals shall be submitted in accordance with the form prescribed herein. Failure to respond in this manner may render the proposal non -responsive. Unauthorized conditions, limitations, or provisions attached to a Proposal will render the proposal non-conforming and non-responsive and may cause its rejection. The completed proposal shall be without interlineations, alterations, or erasures. Proposer submitting basic conforming proposals may choose to submit alternate proposals as complete and separate offers, if the alternate proposal offers technical or other improvements or modifications, which are to the overall benefit to the City. Any and all alternate proposals must be submitted in writing and included with the original proposal, conforming to the requirements as stated herein. No verbal modifications will be accepted.

Proposal documents shall be deemed to include by reference each and every one of the following:

1. Request for Proposal (RFP)

2. Addenda to RFP

3. Supplements to RFP

4. All other required forms

RFP No. 24-24

9 Montebello Bus Lines

EXAMINATION OF PROPOSAL DOCUMENTS
By submitting a proposal, proposer represents that: (1) Proposer has thoroughly examined and become familiar with the Scope of Work required under this RFP, (2) Proposer comprehends all conditions that may impact the proposal, (3) Proposer has reviewed all addenda, and (3) Proposer is capable of providing the equipment, goods and services necessary to perform the Scope of Work and/or meet the specifications outlined in this RFP, in a manner that meets the City’s objectives. Failure to examine the documents and inform itself shall be at the proposers’ own risk. A proposer shall have no claim against the City based upon ignorance of or misunderstanding of the RFP documents. Once the award has been made, failure of a proposer to have read all the conditions, instructions and the agreement shall not be cause to alter any term of the agreement nor shall such failure provide valid grounds for a Proposer to withdraw its proposal or to seek additional compensation.

SECTION 2 – GENERAL TERMS AND CONDITIONS

ADDENDA
Any changes made by the City to the requirements in this RFP will be made by written addenda. Any written addenda issued to this RFP shall be incorporated into the terms and conditions of any resulting Agreement. The City will not be bound by any modifications to or deviations from t he requirements set forth in this RFP as the result of oral instructions. The City reserves the right to revise or withdraw this RFP at any time and for any reason.

CLARIFICATIONS
Should a proposer require clarifications of this RFP, the proposer shall notify the contact person identified in this RFP in writing. Should the City, in its sole discretion, determine that the point in question is not clearly and fully set forth; the City will issue a written addendum clarifying the matter. Said addendum shall be posted on the https://pbsystem.planetbids.com/portal/33072/portal-home web page.

All questions, clarifications or comments must be submitted to or no later than 3:00 pm, Tuesday, August 20th, 2024. No questions will be answered individually by the City or Transportation Departments.

Requests for clarification, questions and comments must be clearly posted on the PlanetBids Q & A section. The City is not responsible for failure to respond to a request that has not been submitted in accordance with this section.

Responses by the City to the clarifications, comments and questions will be communicated via PlanetBids.

Every attempt will be made to provide responses to all proposers in accordance with the procurement schedule for this RFP. Inquiries received after the deadline will not be accepted and will be returned to the sender without a response.

Requests for clarifications and questions should be formatted in the following manner:

1. Section

2. Paragraph number

3. Page number

4. Text of passage being questioned

5. Question

RFP No. 24-24

10 Montebello Bus Lines

DISCREPANCIES AND MISUNDERSTANDINGS
Proposing companies must satisfy themselves by personal examination of any work site, drawings, Scopes of Work and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be perfo rmed. No proposing company shall at any time, after submission of the proposal, make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completi on of the job. Any errors, omissions, or discrepancies found in any plans, specifications, or other documents provided, shall be called to the attention of the Buyer and clarified prior to the submission of proposals.

WITHDRAWAL OF PROPOSALS
Proposers may withdraw their proposals in writing, provided that such requests are received by the City prior to the scheduled deadline for Proposal submission or within six months following the scheduled deadline for Proposal submission when no contract has been awarded.

REFERENCES
All reference information requested in this RFP and specified in the form included in this RFP must be submitted with the proposal. Refer to Exhibit B.

At the discretion of the Evaluation Committee, the City may elect to perform site visits at the proposer’s customer locations. These optional site visits will be in addition to any presentations and/or technical demonstrations. Some or all RFP Evaluation Committee members may travel, at City expense, to sites at which finalist proposers are performing like services. The purpose of such visits shall be to provide the evaluation team with an increased understanding of the process and assess the proposer’s implementation and performance.

PROPOSAL SIGNATURES
If an individual makes the proposal, it shall be signed, and the full name and address of the proposer shall be given.

If a partnership makes the proposal, it shall be signed with the partnership name, by a member of the partnership who shall sign by name and the name and address of each partner shall be given.

If a corporation prepares the proposal, the name of the corporation shall be provided and signed by two (2) duly authorized Officers and, if available, stamped with the corporate seal, and the names and titles of all officers of the corporation shall be given. If a corporation provides a certified letter stating that one (1) duly authorized officer signature is binding for the corporation, this will suffice to omit the second signature requirement in the proposal. Certified letter is to be included in the proposal accompanied with the Letter of Transmittal.

PRE-CONTRACTUAL EXPENSES
The City will be under no obligation for payment of pre -contractual expenses. Pre-contractual expenses are defined as expenses incurred by proposer in:
· Preparing the proposal in response to this request.

RFP No. 24-24

11 Montebello Bus Lines

· Submitting that proposal to the city.
· Negotiating with the City any matter related to this proposal, and/or · Any other expenses incurred by the Proposer prior to date of award.

CITY OF MONTEBELLO RIGHTS
In its discretion, the City reserves the right to:

1. Reject any and/or all proposals for no reason or any reason including but not limited to the following:
a. The proposal is incomplete, non-responsive, obscure, irregular or lacking necessary detail and specificity.
b. The Proposer, in the sole judgment of the City, lacks the qualifications, experience, and/or responsibility necessary to provide the services.
c. The Proposer failed or neglected to complete and submit any information within the time specified by the City, and as may be otherwise required herein.

2. Reject any proposal that, in the opinion of the city, is so unbalanced in comparison to other proposals received and/or to the City’s internal estimates that it does not accurately reflect the cost to perform.

3. Accept all or any part of a proposal.

4. Cancel the entire RFP.

5. Issue subsequent RFPs; and/or

6. Waive any errors or informalities in any proposal, to the extent permitted by law.

STATE CREDENTIALS AND TAXES
The Proposer shall be appropriately licensed in accordance with the laws of the State of California for the work to be performed. The cost for any required licenses and/or permits shall be the responsibility of the successful Proposer. The successful Proposer is liable for all taxes due as a result of the contract.

RESPONSIBILITY FOR COMPLIANCE WITH LEGAL REQUIREMENTS
The Proposer’s products, services, and facilities shall be in full compliance with all applicable Federal, State and local regulations, standards and ordinances, regardless of whether they are referred to in the RFP.

CONFIDENTIALITY AND PUBLIC RECORD
All Proposers are hereby put on notice that each Proposal received shall become the exclusive property of the City. Notwithstanding authorized exemptions and privileges, each Proposal shall be subject to disclosure according to the California Public Records Act and/or the Federal Freedom of Information Act.

The City shall not in any way be liable or responsible for the disclosure if required to do so by law.

JOINT OFFERS
Where two or more Proposers desire to submit in response to this RFP, they shall do so on a prime -sub contractor basis rather than as a joint venture. The City intends to contract with a single firm and not with multiple firms doing business as a joint venture. Any proposal submitted on behalf of any form of joint venture or partnership between two (2) existing Proposers may be considered collusive and may be rejected as non-responsive.

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COMPANY PERSONNEL
It shall be the burden of the successful proposer to ensure all personnel possesses qualifications and/or experience. All personnel required in performing the services herein shall be secured at the expense of the successful proposer. Personnel shall not be employees of or have any contractual relationship with the City. Successful proposer’s personnel shall always conduct themselves in a professional manner to all City employees. Rude or discourteous behavior by the successful proposer will not be tolerate d and the offense can be justification for termination of contract. All subcontractors of successful proposer shall abide by all the requirements set forth in this section.

SINGLE PROPOSAL RESPONSE
If only one proposal is received in response to this RFP, a detailed cost/price proposal may be requested of the proposer. A cost or cost and price analysis and evaluation and/or audit of the cost may be performed in order to determine if the price is fair and reasonable. If the City determines a cost analysis is required, the proposer must be prepared to provide, upon request, cost summaries of estimated costs (i.e. labor, equipment, supplies, overhead costs etc.) and documentation supporting all cost elements.

PROTEST PROCEDURES
All protests must be filed in accordance with the following:

1. The protest must be in writing and identify the solicitation (RFP) number.

2. The protest must be submitted by some return receipt method or guarantee of delivery that ensures that the protest was received in a timely manner. The city is not responsible for lost or delayed deliverables.

3. The party’s standing to protest must be identified.

4. Identification of the specific provision, law, regulation, specification, procedure or policy violated.

5. A statement of the relief requested.

Protests related to the content of the RFP shall be received no later than ten (10) days before the Proposal due date. Protests related to matters other than the content of the RFP shall be received no later than five (5) days after proposal opening. If the Protest does not comply with the preceding requirements it may not be evaluated and may be returned to the Protestor.

All protests shall be submitted to the contact person identified in this solicitation. If the solicitation is funded with Federal Transit Administration (FTA) monies, a protest may be filed with the FTA. However, the FTA only accepts protests alleging that a grantee failed to have written protest procedures or did not comply with those procedures or protests that involve a conflict of interest or fraud.

INCORPORATION OF PROPOSAL INTO AGREEMENT
This RFP and the proposer’s response, including all promises, warranties, commitments and representations made in the successful proposal, shall be binding and incorporated by reference in the City’s contract with the successful proposer.

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13 Montebello Bus Lines

TIME OF COMPLETION
The Contract time shall commence from the date on the Notice to Proceed (NTP) as authorized in writing by the City. The services shall be completed within the time period specified in the Request for Proposal. In case the services under the terms of these provisions and related p rofessional contract shall be necessarily delayed because of strike, injunctions, government controls, or by reasons of any cause or circumstances beyond the control of the successful contractor (the “Contractor”), the time of completion shall be extended by a number of days to be determined in each instance by mutual agreement between the Contractor and MBL.

PAYMENT
A separate invoice, referencing the respective purchase order number, shall be issued in duplicate for each invoice shown in the payment schedule, and addressed to: City of Montebello, Attn: Accounts Payable, 1600 West Beverly Boulevard, Montebello, California, 90640.

Payment will be made within thirty (30) days after acceptance and approval of invoice.

Payment Schedule: Monthly
Provide (1) One invoice monthly.

CONTRACT DOCUMENTS: ORAL CHANGES / CONTRACT TERMINATION Oral Changes: Oral changes and oral change orders are not permitted. All proposed changes must be submitted in writing to, and approved by, MBL prior to becoming a contract modification.

Contract Termination: MBL may terminate any resulting contract for convenience at any time by giving the Contractor five (5) days’ written notice thereof. Upon termination, MBL shall pay the Contractor his allowable cost incurred to date of termination, and those costs deemed reasonably necessary by MBL to affect such termination, determined in accordance with Part 1-8.705-1 of the Federal Procurement Regulations (41CFR 1-8) or other applicable portion(s) of said Regulations. In addition, MBL shall pay the Contractor a percentage of the project, which relates to contract work accomplished to date of termination. The effective date of termination shall be the date of Notice of Termination.

In the event the Contractor breaches the terms or violates the conditions of the contract, and does not within ten days, thereafter, cure such breach of violation, MBL may immediately terminate the Contract for default. The contractor shall be liable for all costs incurred by MBL because of such default.

SCOPE OF CONTRACT
The Contractor shall provide all services necessary as per the Scope of Work described in this Request for Proposal.

PERFORMANCE OF WORK
It is the intent of these specifications to provide only services of the highest quality. The cost to be quoted and submitted shall include all items of service and any other costs necessary to fully complete the work pursuant to the provisions. It is the aim of these specifications that the Contractor provide complete services

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of the type prescribed. Any items omitted from such specifications which are clearly necessary for the completion of such services shall be considered a portion of such services, although not directly specified or called for in these specifications. No advantage shall be taken by the Contractor in the omission of any detail which goes to make the services complete, even though such detail is not mentioned in these specifications.

AWARD OF CONTRACT
The contract resulting from this RFP (or the “Agreement”) will be awarded to the responsive and responsible proposer whose proposal, conforming to the requirements of the RFP, is determined to be the most advantageous (“Best Value” as described in the Federal Transit Administration Circular 4220.1F) to the City, based on the Evaluation Criteria. No agreement shal l exist until the City Council, or the City Manager has awarded the Agreement, and it has been mutually executed. The City reserves the right to:
(a) Accept all or any part of a proposal.
(b) Reject any or all proposals for any reason.
(c) Waive any informality or minor errors to the extent permitted by law. (d) Award the Agreement as the interest of the city may require; (e) Cancel the entire RFP; or
(f) Issue subsequent RFPs.

An Evaluation Committee comprised of MBL staff, in accordance with the proposal Evaluation Criteria set forth in Evaluation Criteria section of this RFP, will evaluate all the proposals. During the evaluation period, the City may interview some or all the proposing firms. Proposers should be aware; however, that award may be made without interviews or further discussions.

The City may negotiate contract terms with the selected proposer prior to award, and expressly reserves the right to negotiate with several Proposers simultaneously and, thereafter, to award a contract to the Proposer offering the most favorable terms to the City. However, negotiations may or may not be conducted with Proposers; therefore, the proposal submitted should contain the most favorable terms and conditions, since the selection and award may be made without discussion with any proposer.

No agreement shall exist until the City Council or City Manager has awarded the Agreement and it has been mutually executed. The City reserves the right to reject any and all proposals for any reason, to waive any informality or minor errors as determined by the City in any proposal and to award the Agreement as the best interests of the City may require. The award, if any, may be made by the City within ninety (90) calendar days after the opening of the proposals.

Point of Contact
This RFP is issued by the City, and the Management Analyst will be the sole point of contact (“Point of Contact”) during the RFP submission and procurement process. Communications initiated by respondents to this RFP with members of the City Council, or officers, personnel or employees of the City, other than as coordinated by the Point of Contact, may be grounds for disqualification. Any inquiries or requests during this submission or procurement process shall be submitted in writing to the following Point of Contact:

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City of Montebello Transportation Department
Attention: Robert Fierro
Management Analyst
400 South Taylor Ave.

Montebello, CA 90640
(323) 558-1625 ext. 1115
Email: [email protected]

If the Point of Contact determines a response to any such inquiry is warranted, said response will be issued to all prospective Proposers via PlanetBids.com

EVALUATION OF PROPOSALS
MBL uses a selection process in which proposals contain both price and qualitative components, and award is based upon a combination of price and qualitative considerations. Qualitative considerations may include experience and qualifications, technical ap proach, quality of proposed personnel, and/or management plan. The award selection is based upon consideration of a combination of technical and price factors to determine the offer deemed most advantageous to MBL.

An evaluation committee will be appointed to review all proposals. The committee will be comprised of MBL staff. Committee members will initially evaluate each proposal using the pass or fail criteria identified herein. Proposers who pass this first stage of testing will progress to the next step in the evaluation.

MBL will evaluate the offers based on the following criteria: Pass/Fail Criteria • Proposer has demonstrated the ability to meet the insurance requirements described in the Agreement. Proof of ability, for example a sample certificate with another agency, or a statement that the proposer can meet the insurance requirements in the RFP sho uld be attached to proposal.
• Proposer has demonstrated evidence of good standing. If the proposer is a corporation or limited liability company, provide evidence that it is in good standing in the state of its incorporation/organization and qualified to do business in California. If the Proposer is a partnership or joint venture, provide such e vidence for all partners or members. The evidence provided must be in the form of (i) an official certificate of good standing issued by the state of incorporation/organization and (ii) qualification to do business issued by the California Secretary of State. If the proposer is operating under a fictitious name or trade name, provide evidence that the proposer has filed for and/or registered the fictitious name with the county where the proposer’s business is located.

On the completion of the initial Pass/Fail review, the committee will evaluate proposals using the two - step process. Qualitative considerations will be reviewed and scored first without attention to the price.

The committee will then present the cost and p rice proposals and evaluate and score them accordingly.

During the qualitative evaluation, the committee, at its sole discretion, may contact any or all the proposers with specific questions or requests for clarification. After both the qualitative and cos t/price proposals have been evaluated and scored, the committee will arrive at a “comprehensive proposal score” for each proposal. A list of top-ranked proposals within a competitive range will be developed based upon the total comprehensive scores provided by committee members. At this time, the committee may decide

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that the evaluation process is complete and submit a final recommendation to the Director of Transportation.

The committee may ask the proposers to consider the dialog of negotiations and revise their proposals. A deadline will be set for the submission of the revised proposals. If a Proposer is unable to meet the deadline or chooses not to revise its proposal, its existing proposal will b e rescored along with revised proposals in the same manner as the original proposals.

EVALUATION CRITERIA
Award will be made to the Offeror whose proposal offers the best value to the City. Proposals that meet the pass/ fail criteria now will be evaluated in accordance with the following criteria:

Qualitative Considerations
The proposer’s Qualitative Proposal will be evaluated based on the following factors, each having the weighted value set forth below (100 potential points in total):
1 Project Management Plan
The proposal shall contain a detailed explanation of the project and not a reiteration of the RFP itself. The information offered should be a compendium of the proposer’s knowledge of the standards outlined in the Scope of Work.

20 points
2 Proposed Project Team
Qualifications and experience of management and staff and other personnel; comprehensiveness of plan and team’s familiarity with the provision of Restroom Renovation Services.

10 points
3 Qualifications and Experience
Demonstrate experience completing Restroom Renovation Services projects of the same or similar magnitude. Presentation of a catalog of Restroom demolition and construction experience and expertise most advantageous to the City.

15 points
4 Technical Approach
Contractor will submit with their proposal a written plan of action. Plan of action shall include contact persons and schedule adherence, as well as invoicing process.

Understanding of the RFP requirements and illustrating the ability to meet performance o bjectives, compliance with all technical and administrative requirements, financial viability, accounting, and reporting.

30 points
TOTAL 75 points
Price Considerations
The Price proposals will be evaluated as follows:
5 Price
The proposer’s price proposal will be compared to the proposal with the Best Value to the City. The best value responsive price will receive the total weighted value for this criterion.

25 points
TOTAL 25 points

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SECTION 3 – STATE AND LOCAL REQUIREMENTS

COMPLIANCE WITH THE LAW
The contractor shall at a ll times observe and comply with all applicable laws, ord inances, codes, and regulations of the federal, state, and local g overnments including, but not limited to the Montebello Municipal Code. Owner, and its appointed or elected officers, employees, or agents, shall not be liable at law or in equity occasioned by failure of Contractor to comply with this section.

PREVAILING WAGES
The contractor is aware of the requirements of California Labor Code (“Labor Code”) section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, section 1600, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. Since the Professional Services are being performed as part of an applicable “public works,” as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. Owner shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of the contemplated agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the Professional Services available to interested parties upon request, and shall post copies at Contractor’s principal pl ace of business and at the project site. The Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees, and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. The Contractor and each subcontractor shall forfeit as a penalty to Owner not more than Two Hundred Dollars and Zero Cents ($200.00) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing wage rate for any work done by him, or by any subcontract under him, in violation of the provisions of the Labor Code. The difference between su ch stipulated prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by Contractor.

PAYROLL RECORDS
In accordance with the requirements of Labor Code section 1776, the Contractor shall keep accurate payroll records which are either on forms provided by the Division of Labor Standards Enforcement or which contain the same information required by such forms. Responsibility for compliance with California Labor Code section 1776 shall rest solely with Contractor, and Contractor shall make all such records available for inspection at all reasonable hours. In the event of noncompliance with the requirements of this Section, Contractor shall have ten (10) days in which to comply subsequent to receipt of written notice specifying in what respects such Contractor must comply with this Section. Should noncompliance still be evident after such 10-day (10) period, Contractor shall, as a penalty to Owner, forfeit not more than One Hundred Dollars and Zero Cents ($100.00) for each calendar day or portion thereof, for each worker, until strict compliance is effectuated. The amount of the forfeiture is to be determined by the Labor Commissioner.

Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payments then due. The responsibility for compliance with this Section is on Contractor.

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HOURS OF WORK
Pursuant to the provisions of the Labor Code, eight (8) hours of labor shall constitute a legal day's work, and the time of service of any worker employed on the work shall be limited and restricted to eight (8) hours during any one calendar day, and forty (40) hours in any one (1) calendar week, except when payment for overtime is made at not less than one (1) and one -half (1-1/2) the basic rate for all hours worked in excess of eight (8) hours per day (“Eight-Hour Law”), unless Contractor or the Services are not subject to the Eight -Hour Law. Pursuant to section 1813 of the Labor Code, Contractor shall forfeit a penalty of Twenty-Five Dollars and Zero Cents ($25.00) per worker for each day that each worker is permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one (1) calendar week, except when payment for overtime is made at not less than one and one-half (1-1/2) times the basic rate for that worker.

REGISTRATION WITH THE DEPARTMENT OF INDUSTRIAL RELATIONS The Contractor acknowledges, understands and warrants that it is, or will registered with the Department of Industrial Relations (“DIR”) in accordance with Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public works on a public works project awarded on or after April 1, 2015, unless registered with the DIR.

CLASSIFICATION OF CONTRACTOR'S LICENSE
The Contractor acknowledges and understands that it shall possess a license to perform the public work contemplated herein. Public Contract Code section 3300. The Contractor further acknowledges and understands that it shall possess the proper license at the time the contract is awarded, not at the time the bid is submitted or opened. Public Contract Code section 6100. The Contractor and/or sub-contractor shall possess the following types of contractor’s license (s) to perform the work pursuant to this Agreement:
• A – “General Engineering” or B – “General Building Contractor” • C-10 – “Electrical Contractor”

INELIGIBLE CONTRACTOR OR SUBCONTRACTOR
The Contractor acknowledges and understands that performance of work on a public works project with a subcontractor who is ineligible to perform work pursuant to Section 1777.1 or 1777.7 of the Labor Code is prohibited. Public Contract Code section 6109(a).

CONTRACT WITH DEBARRED SUBCONTRACTOR IS VOID
The Contractor acknowledges and understands that any agreement on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract, and any public money that may have been paid to a debarred subcontractor by a contractor on the project shall be returned to the City. The Contractor shall be responsible for the payment of wages to worker s of a debarred subcontractor who has been allowed to work on a project. Public Contract Code section 6109(b).

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APPRENTICES
If Labor Code section 1777.5 applies to the contemplated Services, the Contractor and any subcontractor hereunder who employs workers in any apprentice able craft or trade shall apply to the joint apprenticeship council administering applicable standards f or a certificate approving the Contractor or any subcontractor for the employment and training of apprentices.

SECTION 4 - OTHER REQUIREMENTS

LICENSING AND PERMITS
The Contractor shall be licensed , bonded, and experienced in performing the services described in the Scope of Work and shall provide evidence of current licensing and permits as required by local, State, and Federal regulations in providing such services.

LIQUIDATION DAMAGES

MBL commits to working cooperatively with the Contractor to resolve personnel and Contract performance challenges as they may arise, however, certain proven contractual violations may result in the assessment of liquidated damages at MBL’s discretion.

Whenever assessed, the Contractor will provide a credit letter in the amount specified to be applied to a subsequent invoice. Each such credit letter will include information concerning the date, time and nature of the violation(s), the amount assessed for each, and the total amount credited. Failure to comply with any aspect of the Scope of Work may result in a credit to MBL of $150 per violation.

BOND REQUIREMENTS

Bid Guarantee
The Contractors shall furnish a bid guarantee in the form of a bid bond, or certified treasurer’s or cashier’s check issued by a responsible bank or trust company, made payable to the City. The amount of s uch guaranty shall be equal to 5% of the bid price.

In submitting this bid, it is understood and agreed by the Contractor that the City reserves the right to reject all bids, or part of any bid, and it is agreed that the Bid may not be withdrawn for a period of (90) days subsequent to the opening of bids, without the written consent of City.

It is also understood and agreed that if the undersigned bidder should withdraw any part or all of his bid within (90) days after the bid opening without the written consent of the City, or refuse or be unable to enter into an agreement as provided above, or refuse or be unable to furnish adequate and acceptable Performance and Payment Bonds, or refuse or be unable to furnish adequate and acceptable insurance, as provided above, it shall forfeit its bid guarantee to the extent City’s dam ages occasioned by s uch withdrawal, or refusal, or inability to enter into an agreement, or provide adequate security thereof.

It is further understood and agreed that to the extent the defaulting Contractor's bid guarantee shall prove inadequate to fully recompense the City for the damages occasioned by default, then the undersigned Contractor agrees to indemnify the City and pay over to the City the difference between the bid guarantee and City’s total damages so as to make City whole.

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The undersigned understands that any material alteration of any of the above or any of the material contained herein, other than that requested will render the bid unresponsive (Exhibit H. Performance Bid Guarantee). A copy of the bid bond can be submitted via the https://pbsystem.planetbids.com/portal/33072/portal-home Portal.

Performance Guarantee

A Performance Guarantee in the amount of 25% of the Agreement value is required by the city to ensure faithful performance of the Agreement. Either a Performance Bond or an Irrevocable Standby Letter of Credit shall be provided by the Contractor and shall remain in full force for the term of the Agreement.

The successful Contractor shall certify that it will provide the requisite Performance Guarantee to the City within ten (10) business days from the Agreement execution ( Exhibit I . Performance Bond). The City requires all Performance Bonds to be provided by a fully qualified surety company acceptable to the City and listed as a company currently authorized under 31 C.F.R. part 22 as possessing a Certificate of Authority as describe d hereunder. The City may require additional performance bond protection when the contract price is increased. The increase in protection shall generally equal 100 percent of the increase in the contract price. The city may secure additional protection by directing the Contractor to increase the amount of the existing bond or to obtain an additional bond.

If the Contractor chooses to provide a Letter of Credit as its Performance Guarantee, the City shall furnish its bid, certification that an Irrevocable Standby Letter of Credit will be furnished should the Bidder become the successful Contractor. The Contractor shall also provide a statement from the banking institution certifying that an Irrevocable Standby Letter of Credit for the action will be provided if the Contract is awarded to the Bidder. The Irrevocable Stand-By Letter of Credit will only be accepted by the City if:

1. A bank in good standing issues it. The City will not accept a Letter of Credit from an entity other than a bank.

2. It is in writing and signed by the issuing bank.

3. It conspicuously states that it is an irrevocable, non-transferable, “standby” Letter of Credit.

4. The City is identified as the Beneficiary.

5. It is in an amount equal to 25% of the Agreement value. This amount must be in U.S. dollars.

6. The effective date of the Letter of Credit is the same as the effective date of the Contract.

7. The expiration date of the Letter of Credit coincides with the term of this Agreement.

8. It indicates that it is being issued to support the obligation of the Contractor to perform under the Contract. It must specifically reference the Contract between the City and the Contractor the work stipulated herein.

The issuing bank’s obligation to pay will arise upon the presentation of the original Letter of Credit and a certificate and draft (similar to the attac hed forms contained in Exhibit J . Irrevocable Stand-By Letter of Credit Certificate and Exhibit K. Bank Draft) to the issuing bank’s representative at a location and time to be determined by the parties. This documentation will indicate that the Contractor is in default under the Contract.

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SECTION 5 – SCOPE OF WORK
Background
The City of Montebello and Montebello Bus Lines (MBL) are seeking proposals from highly qualified contractors to renovate the restrooms in the Maintenance and Administration Division at the Transportation Facility. These restrooms, part of the original building constructed over 25 years ago, have never been renovated and now require updated equipment and maintenance services.

Recently, the city completed Phase 1 of the renovation project, which included renovating four restrooms in the Operations Division at the Transportation Facility. The city is now prepared to begin the second phase.

Project Overview
The objective of this project is to renovate the restrooms in the Transportation Administration and Maintenance Division The selected contractor will remove and replace existing fixtures, preexisting water damage, piping, and equipment, as well as associated components (e.g., urinals, toilets, sinks, drains, countertops, lighting, finishes, vents, bathroom exhaust fans, heat ing and cooling systems, etc.), with modern functional restroom equipment and supplies to serve the sanitary needs of the department. The contractor will be responsible for providing design, permits, labor, construction supervision, safety regulations, commercial grade material fixtures , tools, alternative restrooms (trailer/portable) and equipment necessary to complete the renovation.

The contractor will provide the following deliverables, subject to prior MBL approval, according to a schedule approved by the project manager. Typically, this will consist of business hours from 7:30 AM to 5:30 PM (Pacific Standard Time), Monday through Friday. The deliverables are as follows:

• Evaluation: The contractor will be responsible for assessing the current conditions of the bathroom layout, structure, stalls, equipment, piping and plumbing, lighting, fixtures, etc. This evaluation shall include and identify, but not be limited to: room dimensions, door and/or window openings, room finishes, all bath and toilet fixtures, waste, drains, vent and water supply piping, floor drains, heating and/or cooling outlets, emergency and area light fixtures and electrical devices

• Design: The contractor will provide MBL management staff with design plans and recommendations to increase efficiency while improving the ambiance of each room. The contractor will provide a project schedule, including a trailer/portable restroom schedule, that will ensure that MBL staff are never without access to a usable washroom.

• Demolition/Disposal: The contractor will be responsible for the demolition of all existing tiles and other materials to rebuild the bathrooms. This includes removal/disposal of all fixtures, such as toilets, urinals, countertops, partitions, light fixtures, vents, and plumbing fixtures.

• Repairs: The contractor will make necessary repairs to the structure upon discovering any damage, with approval from MBL staff.

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• Waterproofing: The contractor will waterproof the showered areas and ensure the waterproofing is in compliance with the building code requirements for the state of California, using suitable techniques according to industry standards.

• Shower and wall tiling: The contractor will tile the showers to the full height of the wall and shower.

• Stall partitions: The contractor will remove and replace all stall partitions for toilets and urinals, ensuring that everything is installed symmetrically.

• Lockers: The contractor will assess the condition of existing lockers, determine the need for new lockers or painting, procure the necessary materials, and carry out the installation or painting to ensure a refreshed and functional locker area.

• Countertops and plumbing: The contractor will add new washbasins and plumbing for all bathrooms.

• Fire system: The contractor will protect in place all fire system devices.

• Drywall, prep surfaces, and paint: The contractor will be tasked with the installation of drywalls, preparation of surfaces, painting locker and painting all non -tiled surfaces within the restroom that require paint.

• Light fixtures and vents: The contractor will remove and replace all light fixtures and vents in the bathroom.

• ADA Compliance: The contractor is responsible for ensuring that restrooms are handicapped accessible and demonstrate complete ADA compliance.

Flooring: The contractor will apply either a Polished concrete or Epoxy finish on project per managers approval. Technical Specifications

The Contractor deliverables should include the following (consumer grade material or equivalent):

• TILE – (x2 Restrooms)
o Dalitile Emser Tile Color TBD 2" x 2" Floor
o Dalitile Emser Tile Color TBD 2" x 2" Shower Floor
o Dalitile Emser Tile Color TBD 12" x 24" Walls
o Schluter Dilex AE Cove Pieces
o Schluter Dilex Scheine Corners Inside and Outside
o Schluter Schiene AE Tile Trim
o Float Floor 1"-2" TCNA F112
o RG RedGard Waterproofing and Crack Isolation Membrane Roll On

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• PLUMBING
o Reconfigure Plumbing
o Install New Shower Fixtures (Individual shower valve shut offs) o New Urinals
o New Toilets
o New Lavatory’s
o New Trap Primers
o Excavation and Sand Backfill
o Provide access Panes for plumbing

• PAINTING
o Painting of ceiling, door jams, and any other non -tiled services requiring painting within the Restrooms and lockers including primers and other relevant prep work.

• TOILET SCREENS
o Toilet Compartments and Screens Restrooms
o Restroom accessories per plans & specs

• MIRRORS
o The contractor will procure and install full -body mirrors, ensuring secure and accurate placement according to specified locations.Soap Dispensers o The contractor will procure and install soap dispensers, ensuring they are securely mounted and properly functioning in designated areas.

• ELECTRICAL
o Restrooms Demo all the lights and install the new Halo LTQ 69691EDM 6" & Halo LTQ406951EDM 4" and exchange fan 10.5W
o Install new light switches.
o All Lights Surface mounts will be removed, and new lights will be installed with light sensors.

Clean Up
The Contractor shall keep the premises and surrounding area free from the accumulation of waste materials or rubbish caused by operations under the agreement. At the completion of the SOW, the Contractor shall remove and clean up all byproducts, debris, and rubbish caused by the operations under the agreement. If the Contractor fails to clean up, the City may do so, and the cost thereof shall be charged to the Contractor.

Testing and Acceptance
Following the renovation, the Contractor shall perform an acceptance test. A test outline shall be provided to MBL for approval prior to performing the test. The test program shall show that the equipment meets all of the conditions described by the specification and that the equipment will perform as intended.

Warranty
a) Upon completion of the renovation, the awarded Contractor shall provide twelve (12) months of warranty repairs against manufacturing defects in materials, function, and workmanship.

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b) Warranty repairs shall include materials, freight of any kind, travel expenses, mileage, labor, and any other related expenses necessary to correct defects.

c) In the event of an equipment malfunction or/and any defects during the warranty period, the Contractor will be required to repair any such issue within five (5) days of notification.

SECTION 6 – QUALIFICATIONS

DESIRED QUALIFICATION
• Provide a brief profile of the firm, including: the types of services offered, the year founded, form of the organization (corporation, partnership, sole proprietorship) number, size and location of offices, and the number of employees.
• Describe the firm’s experience in performing work of a similar nature to that solicited in this RFP, and highlight the participation in such work by the key personnel proposed for assignment to this project. Describe an experience in similar projects, particularly in the transit and public sector environments. The Contractor must demonstrate to the satisfaction of MBL that it has sufficient resources, capabilities and experience to meet the business needs as stated in this document. The Contractor will state and identify its involvement with other clients for both past and present projects. The Contractor will state the client’s name, and references for similar projects, particularly those conducted for public transit and the public sector in general. Be specific with respect to past and current assignments elaborating on those projects of similar type, magnitude and complexity. The Contractor’s involvement and responsibility should be defined for each project.
• Identify any subcontractors by company name, address, contact person, and telephone number and project function.
• Briefly describe other projects currently in process and how those projects affect the company’s current capacity and capacity during this proposed project. Identify any capacity or availability issues for any major subcontractors proposed.

FIRM QUALIFICATIONS
To be considered responsive to the RFP, firms must demonstrate that they meet the following minimum qualifications by providing a thorough response and verifiable evidence of compliance. Non -compliance with these requirements may disqualify your proposal from further consideration.

A. Firm has not defaulted on a contract within the past five (5) years or declared bankruptcy or been placed in receivership or been denied credit within the past three (3) years.

B. Firm has not been assessed any penalties for non -compliance with any federal, state, local, city, or county labor laws and/or regulations within the past five (5) years.

C. Firm is currently not under investigation for any charge or claim for noncompliance with any federal, state, local, city, or county labor laws and/or regulations including, without limitation prevailing wage laws and apprenticeship laws.

D. The firm must have a minimum of five years of experience and demonstrated track record of quality work, knowledge, skills, and abilities in safety and security for public transit agencies, preferably in an environment of similar size and scope to the MBL.

E. Licensed to do business in the State of California.

F. Experience with projects of similar size and scope.

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SECTION 7 – FORM OF CONTRACT (SAMPLE)

PROFESSIONAL SERVICES AGREEMENT FOR

TRANSPORTATION FACILITY RESTROOM RENOVATION SERVICES

THIS AGREEMENT (“Agreement”) is made and entered into on …………………….., 2024, by the CITY OF MONTEBELLO, a municipal corporation (hereinafter referred to as “CITY”) and …………………………….. (Hereinafter referred to as “ CONTRACTOR”). CITY and CONTRACTOR are sometimes referred to herein individual as a “Party,” and jointly as the “Parties.”

RECITALS

WHEREAS, CITY desires to retain a qualified professional CONTRACTOR to provide restroom renovation services to the Administration and Maintenance Division at the Transportation Facility (“Project”); and

WHEREAS, CONTRACTOR represents the degree of specialized expertise contemplated within California Government Code, Section 37103, and is qualified to perform such services by virtue of its experience and the training, education and expertise of its principals and employees; and

WHEREAS, no official or employee of CITY has a financial interest, within the provisions of Sections 1090 – 1092 of the California Government Code, in the subject matter of this Agreement; and

WHEREAS, CONTRACTOR responded to CITY’s Request for Proposals dated July 25, 2024 (RFP No. [24-24]), as such is set forth fully in Exhibit “A” hereto and incorporated fully herein by this reference (hereinafter “Consultant Proposal”).

NOW THEREFORE, in consideration of performance by the Parties of the covenants and conditions herein contained, the Parties hereto agree as follows:

SECTION 1. INCORPORATION OF RECITALS AND OTHER CONTRACT DOCUMENTS

A. The above-referenced Recitals constitute a material part hereof and shall hereby be incorporated by reference. Moreover, this Agreement consists of the following documents, in order of precedence, all of which are incorporated herein and made part of this Agreement, as though fully set forth herein:

a. This Agreement.
b. RFP No. 24-24, attached hereto as Exhibit “A.”
c. CONTRACTOR’S Proposal to RFP No. 24-24 dated ……………., 2024, attached hereto as Exhibit “B”. d. CONTRACTOR’S “Best and Final Offer” to RFP No. 24-24 dated ……………., 2024, attached hereto as Exhibit “C”.
e. All other documents, including but not limited to all applicable bonds, insurance certificates, permits, notices, schedules, forms, certifications, and affidavits.

B. These documents shall be collectively referred to herein as the “Contract Documents.” In the event of a conflict among the Contract Documents, the order of precedence.

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SECTION 2. SERVICES / COMPENSATION.

A. CONTRACTOR shall provide to CITY those services that are set forth fully in the Scope of Services, as such is set forth fully in Exhibit “A” hereto and incorporated fully herein by this reference (hereinafter “Professional Services”).

B. CONTRACTOR shall complete the Scope of Services within the time set forth in the Schedule of Performance, as such is set forth in Exhibit “B” hereto and incorporated fully herein by this reference.

B. CONTRACTOR shall be compensated a sum not-to-exceed $……………………………………… (the “Maximum Compensation”) for performance of the Professional Services as set forth in the Schedule of Compensation attached hereto as Exhibit “C” and incorporated fully herein by this reference (“Compensation”). CONTRACTOR shall provide an itemized billing statement to CITY each month for Professional Services performed. CONTRACTOR shall not incur fees or costs which exceed the Maximum Compensation without the prior written consent of CITY.

C. CITY will be invoiced at the end of the first billing period following commencement of work and at the end of each billing period thereafter. Payment in full of an invoice must be received by CONTRACTOR within thirty (30) days of the date of such invoice.

D. Work performed shall be deemed approved and accepted by CITY as and when invoiced unless CITY objects within fifteen (15) days of invoice date by written notice specifically stating the details in which CITY believes such work is incomplete or defectiv e, and the invoice amount(s) in dispute. CITY shall pay undisputed amounts as provided for in the preceding paragraph.

E. Failure of CITY to submit full payment of an invoice within thirty (30) days of the date thereof subjects this agreement and the work herein contemplated to suspension or termination at CONSULTANT's discretion.

SECTION 3. TERM.

This Agreement shall commence on ………………, 2024 and shall be valid for an initial term of one year with the option to extend for an additional four (4), one year periods.

The Parties agree that Sections 4(B), 9, 10, 11, 13, 16, 17, 18, and 19 shall survive for three (3) years following the expiration or termination of this Agreement.

SECTION 4. PERFORMANCE.

A. CONTRACTOR shall at all times, faithfully, competently, and to the best of its ability, experience and talent, perform all tasks described herein.

B. CONTRACTOR shall employ, at a minimum, generally accepted standards and practices utilized by companies engaged in providing similar services, as are required of CONTRACTOR hereunder, in meeting its obligations under this Agreement.

C. CONTRACTOR shall be knowledgeable of and subject to all CITY ordinances, rules and regulations, standard operating procedures, and the supervisory chain of command.

RFP No. 24-24

27 Montebello Bus Lines

D. CONTRACTOR shall have the right to retain, subject to CITY's written approval, additional individuals, Contractors, or sub -contractors to assist in the completion of services as herein defined.

Compensation for additional individuals, Contractors, or sub-contractors shall be the sole and exclusive responsibility of the CONTRACTOR.

E. CONTRACTOR shall maintain full and accurate records with respect to all matters covered under this Agreement for a period of three (3) years unless otherwise provided for in Exhibit “A.” Upon CITY providing twenty -four (24) hours advanced prior notice, CONTRACTOR shall make all records, invoices, timecards, cost control sheets and other records maintained by CONTRACTOR in connection with this Agreement available during CONTRACTOR’s regular working hours to CITY for review and audit by CITY.

F. All reports, documents, or other written material developed by CONTRACTOR in the performance of this Agreement shall be and remain the property of CITY without restriction or limitation upon its use or dissemination by CITY. Such material shall not be the subject of a copyright application by CONTRACTOR. Any alteration or reuse by the CITY of any such materials on any project other than the Project shall be at CITY’s sole risk unless CITY compensates CONTRACTOR for such reuse.

SECTION 5. WORK PRODUCT.

A. CONTRACTOR hereby agrees that all work produced pursuant to this Agreement and provided to CITY during and upon completion of this Agreement, shall be the property of CITY, and ownership of said work product shall be retained by CITY. CONTRACTOR may take and retain copies of such written products as desired.

B. All data, documents, discussion, or other information developed or received by CONTRACTOR or provided for performance of this Agreement are deemed confidential and shall not be disclosed by CONTRACTOR without prior written consent by CITY. CITY shall grant such consent if disclosure is legally required. All such written products shall be returned to CITY upon the termination or expiration of this Agreement. CONTRACTOR agrees that the covenants contained in this Article shall survive the expiration or termination of this Agreement.

C. Documents are provided in CONTRACTOR’s standard software formats. CITY recognizes that electronic or magnetic data and its transmission can be easily damaged, may not be compatible with CITY’s software formats and systems, may develop inaccuracies during conversion or use, and may contain viruses or other destructive programs, and that software and hardware operating systems may become obsolete. As a condition of delivery of electronic or magnetic data, CITY agrees to defend indemnify and hold CONTRACTOR, its sub-contractors, agents and employees harmless from and against all claims, loss, damages, expense and liability arising from or connected with its use, reuse, misuse, modification or misinterpretation. In no event shall the CONTRACTOR be liable for any loss of use, profit or any other damage.

SECTION 6. EXTRA SERVICES.

No extra services over and above the Compensation shall be rendered by CONTRACTOR under this Agreement unless such extra services first shall have been duly authorized in writing by CITY’s City Manager (“City Manager”).