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CITY OF SANTA ANA
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<br />DIVISION 03 OPENINGS
<br />SECTION 08 14 00 - WOOD DOORS AND FRAMES:
<br />A. See Door and Window Schedule for door sizes, types, finish and hardware sets.
<br />B. Stain Grade Wood Doors: Where "Stain Grade Finish" is indicated, provide solid core
<br />wood doors with the following face veneers and finish:
<br />1) Face Veneers: Plain Sliced White Maple
<br /><Plain Sliced White Birch>
<br /><Plain Sliced Red Oak>
<br /><Plain Sliced Honduroas Mahogany>
<br />2) Finish System: One 1) coat sanding sealer, and
<br />Two 2 coats clear satin lacquer
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<br />C. Paint Grade Wood Doors: Where "Paint Grade Finish" is indicated, provide solid core
<br />wood doors with the following face veneers and finish:
<br />1) Face Veneers: Plain Sliced Birch
<br /><Masonite hardboard>
<br />2) Finish System: One 1) primer coat, and
<br />Two 2) finish coats of paint
<br />D. Door Installation: Hang doors plumb and true, free from warp, with 1/8" clearance
<br />at jambs and head and 3/8" clearance from floor covering at bottom. Rehang or
<br />replace doors which are hingebound or which to not swing freely.
<br />SECTION 08 52 00 - WOOD WINDOWS:
<br />A. Scope: See Window Schedule for window sizes, types and operation, as well as location
<br />of new, replacement and existing windows.
<br />B. Standards: Window fabrication shall comply with the requirements of
<br />ANSI/AAMA A440-05/101 /I.S.2.
<br />C. Manufacturers: Wood windows shall be manufactured by Kolbe and Kolbe.
<br />D. Finishes, Muntin Bars, and Brick Moulds: Shall match existing adjacent windows.
<br />E. Screens: Windows shall come complete with factory window screens.
<br />F. Window Installation: Install windows plumb and true. Attach to rough framing per the
<br />manufacturer's written recommendations.
<br />G. Glass and Glazing: Shall be clear. Provide tempered glass as indicated on the Window
<br />Schedule. Tempered glass shall be permanently etched or ceramic fired by
<br />manufacturer for identification.
<br />C. Accessories: Shall be standard steel corner bead and casing bead. Joint Tape and
<br />ready mixed joint compound shall meet ASTM C-475-01. Finish treatment for painted
<br />Finish treatment for painted surfaces shall be:
<br />1) Level 5: smooth untextured final skim -coat; flat, no ridges or blemishes
<br />suitable for semi -gloss & gloss paint, and wallcoverings
<br />2) Level 4: smooth final coat; no ridges or blemishes; light texture
<br />suitable for eggshell & flat paint
<br />3) Level 3: no ridges; heavy texture
<br />4) Level 1: "Fire -taped'; no finish texture, unpainted
<br />SECTION 09 30 00 - CERAMIC TILE:
<br />A. Scope: The Work of this Section includes the furnishing and installing of all ceramic
<br />glass, metallic, and/or porcelain tile and grouting materials, preparation and installation
<br />of substrate materials. The Work detailed in the specifications herein shall be
<br />installed so that the system does not permit the intrusion of water. Approved samples
<br />and mockups shall be kept at the job -site at all times. Scope of Work includes all
<br />all labor, tools, equipment and components necessary for a complete and workmanlike
<br />installation.
<br />B. Quality Assurance: The following criteria must be adhered to prior to and during the
<br />course of the Work:
<br />1. Contractor shall examine the Drawings and Specifications affecting Work of
<br />this Section, verify all conditions, review installation procedures, and
<br />coordinate scheduling with interfacing portions of the Work prior to
<br />commencement of the Work.
<br />DIVISION 09 FINISHES M
<br />SECTION 09 24 00 - EXTERIOR LATH & PLASTER: A
<br />A. Scope: The Scope of the Work of this section includes furnishing and installing all lath B
<br />and water-resistant underlayment and (3) coat exterior cement plaster as indicated
<br />on the Drawings, including removal of existing lath and plaster and patching of existing
<br />plaster finish as required for a seamless tie-in. Scope includes furnishing and installing C
<br />all plaster grounds, corner beads, expansion joints, casing beads, weep screeds, channel
<br />screeds, vent screeds, drip screeds, moldings and miscellaneous trim shapes and
<br />accessories. Contractor shall completely patch back all existing areas of plaster finish
<br />modified for new addition, matching existing adjacent finish and texture. Scope of Work
<br />includes all materials, labor, tools and equipment as required for a complete and Work-
<br />manlike installation.
<br />B. Standards: All lathing materials, lath attachment spacing, plaster materials and mixes,
<br />and plastering operations shall be in strict accordance with CBC Chapter 25.
<br />C. Submittals: The Subcontractor responsible for cement plaster shall submit two (2) W
<br />12" x 12" samples of each specified finish and color to the Architect for review and A
<br />approval prior to commencement of plastering operations. One (1) set of approved color
<br />coat samples shall be kept at the jobsite at all times.
<br />D. Welded Wire Fabric Lath over Wood Construction: Shall be Double -Paper Stucco -Rite
<br />(4706 D) Standard self -furring type, with 16 x 16 gauge wire, not to exceed 2" inch B
<br />openings, and two (2) layers of Grade D paper, as manufactured by K-Lath, a Division
<br />of Tree Island Steel; ICC ES # ER-1254.
<br />E. Welded Wire Fabric Lath over Steel Stud Construction: Shall be Double -Wire Stucco -Rite
<br />Standard SFB self -furring type, with 16 x 16 gauge wire, not to exceed 2" inch openings
<br />and two (2) layers of Grade D paper, as manufactured by K-Lath, a Division of Tree
<br />Island Steel; ICC ES # ER-1254.
<br />F. Lath Trim and Accessories: Provide and install the following accessories as manufactured
<br />by Alabama Metal Industries Corporation, as indicated on the Drawings:
<br />1) Outside Corners: "X-1" corner bead with mesh flanges
<br />2) Expansion Joints: "M" expansion joint
<br />3) Casing Beads: "X-66" casing bead with mesh flanges
<br />4) Weep Screeds: 26 gauge 3 1/2" vertical leg with weep holes
<br />Finish shall be Zinc Alloy.
<br />G. Aluminum Plaster Moldings and Screeds: Where indicated on the Drawings, provide and
<br />install aluminum moldings of the size, shape and type specified as manufactured by
<br />the Fry Reglet Corporation. All moldings shall be extruded alloy6063 T5, with clear
<br />anodized architectural 200R1 medium etch finish. Install One 1) layer of building paper C.
<br />behind all moldings, such that the manufacturer's recommended shiplap with lathing
<br />materials is attained, prior to securing in place. Install moldings in full ten foot lengths
<br />whenever possible, securely attaching with fasteners as appropriate to the substrate at D
<br />16" inches on center maximum. For vertical installation on a vertical surfaces, install the
<br />paper -backed wire lath over top of installation flanges of moldings. For horizontal
<br />installation on vertical surfaces, install paper -backed wire lath over top of upper and S
<br />lower installation flanges, with one (1) layer of additional building paper placed between
<br />the upper installation flange and the paper -backed lath. All joints and mitered corners A
<br />shall be accurately cut and fitted into place and securely fastened and sealed to
<br />prevent moisture intrusion.
<br />H. Portland Cement Plaster Mix: Portland Cement shall be Type I from tested stock in
<br />conformance with ASTM C150-04. Plaster sand shall be clean and well graded in conform-
<br />ance with ASTM C144-04. Mix water shall be clean, potable water free from minerals and B.
<br />organic substances. Plaster mix ratios b volume for each coat shall be as follows:
<br />g 1) Scratch Coat: 1:4 (cement/sand)
<br />2) Brown Coat: 1:5 (cement/sand)
<br />3) Finish Coat: 1:3 (cement/sand)
<br />J. Intended Finish Surface: Finish coat shall be smooth, flat hard steel trowel finish. C.
<br />K. Color Coat: The finish coat shall have integral color as follows:
<br />1)
<br />2)
<br />L. Substrate and Framing Inspection: The Subcontractor installing lath and plaster shall
<br />examine all areas, substrates and framing conditions over which lath and plaster are to
<br />be installed. Correct any framing misalignments, substrate irregularities or other cond-
<br />itions detrimental to a timely and proper installation of the Work of this Section prior
<br />to commencement of lathing operations. Commencement of lathing operations shall
<br />signify acceptance of substrate conditions.
<br />M. Lathing Operations: Install lath such that ends lap at supports at least one (1) mesh,
<br />staggering ends of lath to avoid continuous vertical joints on the same support member.
<br />Attach lath with corrosion -resistant fasteners as recommended by the manufacturer,
<br />with sizes and spacing of fasteners in strict accordance with CBC Table 2507.2. All lath
<br />trim, and accessories shall be attached securely in place so as to provide proper base
<br />and reinforcement for plaster, and as required to keep them straight, plumb and level
<br />during plastering operations.
<br />N. Plastering Operations: Apply scratch coat with sufficient material to form good keys on
<br />metal lath or wire fabric lath. Embed and fill all spaces of lath and score horizontally.
<br />DO NOT apply brown coat sooner that 48 hours after application of scratch coat for
<br />exterior surfaces. Apply brown coat, bring out to grounds, straighten to a true surface,
<br />plumb and level within 1/4" inch tolerance in 5 feet, float and compact and leave
<br />surface sufficiently rough to assure adequate bond for finish. On exterior vertical
<br />surfaces, cold joints in brown coat shall not occur over cold joints in scratch coat.
<br />2. Contractor shall use an adequate number of skilled workmen thoroughly
<br />trained and experienced in the necessary crafts and completely familiar with
<br />the specified requirements and methods needed for proper performance of
<br />the Work of this Section.
<br />Performance Requirements: Tile on walkway surfaces shall be slip -resistant with a
<br />minimum of 0.6 friction coefficient when wet.
<br />Samples: Contractor shall submit five (5) samples of each product specified in each
<br />color to the Architect for review prior to commencement of installation. Where blended
<br />mosaic tiles are specified, Contractor shall furnish and submit one (1) sample of blended
<br />mosaic tile and specified grout on a 12" x 12" plywood panel illustrating the pattern,
<br />color variations, and grout joint size.
<br />This shall in no way be construed as permitting substitutions for specified items.
<br />Project Conditions: Proceed with the Work of this Section only when existing conditions
<br />permit. Ambient temperatures must be above 50 degrees Fahrenheit.
<br />Delivery, Storage, and Handling: Materials shall be delivered in original sealed containers,
<br />clearly marked with supplier's name, brand name, and type of material.
<br />aterials:
<br />Products: To be determined by Owner
<br />Accessories: Contractor shall provide any additional accessories needed for the complete
<br />installation of the product, and related materials, specified herein.
<br />Edge Protection and Transition Profiles: Unless detailed otherwise, the perimeter edges
<br />of all ceramic floor tile areas adjacent to dissimilar flooring materials shall be protected
<br />by means of a continuous metal edge bonded into the setting bed. Edges and profiles
<br />shall be manufactured by Schluter Systems and have the following features:
<br />1) Profile: "Schiene" for same -height materials
<br />"Reno-TK" for different height materials
<br />Material: Aluminum
<br />Finish: Clear Anodized
<br />orkmanship:
<br />Inspection: The Subcontractor installing the tile shall examine all areas and substrate to
<br />receive tile. Correct any conditions detrimental to a timely and proper installation of the
<br />Work of this Section, prior to commencement. Commencement of Work shall signify
<br />acceptance of substrate conditions.
<br />General Installation: Install the tile in accord with manufacturer's recommendations and
<br />all current application and trade requirements. See Section 07 for Thermal and Moisture
<br />Protection requirements.
<br />1) Installation Type: Over Exterior Concrete Substrates
<br />Mortar: Thin -Set
<br />Substrate Waterproofing: None
<br />2) Installation Type: Over Interior Concrete Substrates
<br />Mortar: Thin -Set
<br />Substrate Waterproofing: None
<br />5) Installation Type: Over Shower Floors and Walls
<br />Mortar: Full Bed
<br />Substrate Waterproofing: Hot -Mopped
<br />6) Installation Type: Over Drywall Partitions
<br />Mortar: Thin -Set
<br />Substrate Waterproofing: None
<br />Final Cleanup: All work areas are to be kept clean, clear, and free of debris at all
<br />times. Properly clean the finished surface after completion, and make sure drains and
<br />fixtures are not clogged.
<br />Protection: Protect all partially and fully completed work from other trades until
<br />completion.
<br />ECTION 09 90 10 - PAINTING S, COATING - RESIDENTIAL:
<br />Scope: Paint all surfaces to remain exposed in the finished Work, whether specifically
<br />indicated on the Drawings or not, except shop- and factory -finished items and those
<br />specifically indicated not to be painted. No new surface shall have less than one prime coat and two (2) finish coats. No existing surface shall have less than one(1 (1)
<br />finish coat applied under this Section.
<br />Samples: Painting Contractor shall apply samples of each paint and stain color
<br />specified, on the material specified, in areas sufficient for the Architect to determine
<br />P � P
<br />appropriateness of color and tint, prior to commencement of the work of this Section.
<br />See Drawings for location of wall and ceiling surfaces, doors, door frames, millwork,
<br />and other items to receive painted finish.
<br />Paint Materials: For the types of exposed surfaces listed below, apply the number of
<br />prime and finish coats of the manufacturer, product, finish and color specified.
<br />Unless specified otherwise, prime coats are not required for previously painted surfaces.
<br />However, all existing surfaces shall receive sufficient coats to completely cover regardless
<br />of the number specified.
<br />1) Gypsum Drywall:
<br />Prime Coats - One coat for previously unpainted drywall.
<br />Two Finish Coats -
<br />Dunn Edwards, Interior Latex; Color shall be selected by owner.
<br />2) Wood Doors:
<br />Prime Coats - One coat for previously un painted surfaces
<br />Two Finish Coats -
<br />Dunn Edwards, Interior semi -gloss enamel; Color shall be selected by owner.
<br />3) Exterior Accent, where indicated on drawings:
<br />One Prime Coat - One Coat
<br />Two Finish Coats -
<br />Dunn Edwards, Exterior Semi -gloss; Color shall be selected by Owner
<br />4) Exterior Stucco
<br />One Prime Coat -
<br />Two Finish Coats -
<br />Dunn Edwards, Exterior Flat; Color shall be selected by Owner.
<br />Surface shall be free from imperfections which may reflect in the finish coat. DO NOT DIVISION 90 SPECIALTIES
<br />apply finish coat sooner than 7 days after application of brown coat for exterior
<br />surfaces. Apply finish coat to an approximate thickness of 1/8" inch minimum and SECTION 10 2819 - TUB AND SHOWER DOORS/ENCLOSURES
<br />uniformly float to a true and even plane.
<br />0. Final Cleanup: Upon final completion of Work, remove all rubbish, debris, scaffold equip- A
<br />ment, tools, masking and protective materials, and leave area clean and free of all
<br />excess plaster droppings.
<br />SECTION 09 29 00 - GYPSUM BOARD:
<br />A. Standards: All work shall conform to CBC Section 2506, Section 2508, and Section B
<br />2509 except where modified for fire -resistive requirements of CBC Table 721.1(2)
<br />and the Gypsum Association "Fire Resistance Design Manual", latest edition. See Wall
<br />Legend on Drawings for location of rated and non -rated walls and for the proper size
<br />and spacing of drywall fasteners.
<br />B. Gypsum Wallboard: Products of the following manufacturers are approved for use: C.
<br />1) US Gypsum
<br />www. USG.Com
<br />Tel: 800 950 3839
<br />2) National Gypsum Company
<br />www. nationalgypsum.Com
<br />Tel: 704 365 7300
<br />Gypsum wallboard shall meet the following ASTM standards:
<br />1) Regular wallboard: ASTM C-1396
<br />2) Fire -Resistant wallboard: ASTM C-1396
<br />3) Moisture & Mold Resistant wallboard: ASTM C-1396, and ASTM G21
<br />Wallboard installation shall comply with ASTM C840, and Gypsum Association GA 216.
<br />Scope: The Work of this Section includes furnishing and installing all factory and site
<br />fabricated glass tub/shower enclosures and indicated on the Drawings and specified
<br />herein, including all glass, edge extrusions if specified, hinges, fasteners, pulls, sealants
<br />and accessories as required for a complete operational installation. Scope of Work
<br />includes all materials, labor, tools, and equipment as required for a complete and
<br />workmanlike installation.
<br />Manufacturers: Products of the following manufacturers are approved for use:
<br />1) American Shower Door
<br />2) Century Shower Door
<br />Products: Provide and install the following tub/shower enclosure system as shown on
<br />the Drawings:
<br />1) Enclosure Type: Frameless glass panels and door
<br />Hinges: Wall to glass, 180 degree double acting; 2 each
<br />Hinge Finish: to be determined
<br />Pulls: Vertical pulls each side
<br />Pull Finish: to be determined
<br />Glass: 1/2" thick clear tempered with polished edges
<br />DIVISION 22 PLUMBING
<br />SECTION 22 05 10 - PLUMBING - RESIDENTIAL:
<br />A. Standards: All Work shall be performed in accordance with these Drawings, the
<br />requirements of the California Plumbing Code and all governmental agencies having
<br />jurisdiction. Contractor shall provide plumbing system complete in place, tested and
<br />approved as needed for a complete and proper installation.
<br />Contractor shall obtain and pay for all permits required for plumbing system.
<br />B. Plumbing Drawings: These Drawings are intended only to depict the desired final location
<br />of plumbing fixtures and equipment. They do not depict all piping runs, fittings, valves
<br />or accessories that may be required for a complete installation. The location of fixtures,
<br />hose bibs, water heaters, and gas cocks shall be installed as close to the original design
<br />as possible. Any changes to fixture locations as a result of convenience, obstructions,
<br />efficiency, or revealed field conditions shall be approved by the Architect prior to
<br />implementation.
<br />C. Plumbing Fixtures: See Sheet XXXXX for location of plumbing fixtures. Fixture
<br />manufacturer, type, model, and color to be determined by Owner.
<br />D. Sanitary, Soil and Waste Piping: The following materials are approved for sanitary waste
<br />Yes
<br />❑ No
<br />Below -Grade Installation
<br />■Service -weight coated no -hub cast iron pipe with cast iron fittings
<br />Couplings shall be stainless steel shield and clamps with neoprene gaskets
<br />ONLY for use in non -corrosive soil
<br />❑ Schedule 40 PVC (DWV) pipe and fittings with solvent welded joints
<br />Schedule 40 ABS pipe and fittings with solvent welded joints
<br />Above -Grade Installation (First -Story)
<br />■Service -weight coated no -hub cast iron pipe with cast iron fittings
<br />Couplings shall be stainless steel shield and clamps with neoprene gaskets
<br />❑ Schedule 40 PVC (DWV) pipe and fittings with solvent welded joints
<br />Schedule 40 ABS pipe and fittings with solvent welded joints
<br />Above -Grade Installation (Second -Story & above)
<br />■Service -weight coated no -hub cast iron pipe with cast iron fittings
<br />Couplings shall be stainless steel shield and clamps with neoprene gaskets
<br />❑ Schedule 40 PVC (DWV) pipe and fittings with solvent welded joints
<br />Schedule 40 ABS pipe and fittings with solvent welded joints
<br />E. Sanitary Vent Piping: The following materials are approved for stack and branch vent
<br />piping in sanitary systems:
<br />Yes
<br />❑ No
<br />❑Service -weight coated no -hub cast iron pipe with cast iron fittings
<br />Couplings shall be stainless steel shield and clamps with neoprene gaskets
<br />Schedule 40 PVC (DWV) pipe and fittings with solvent welded joints
<br />Schedule 40 ABS pipe and fittings with solvent welded joints
<br />F. Metallic Domestic Water Piping: Shall be as follows:
<br />1 Above -grade - Type "L" hard -drawn copper tubing
<br />2 Below -grade - Type "K" hard -drawn copper tubing
<br />3 A/C Condensate - Type Mhard-drawn copper tubing
<br />/ YP "" PP 9
<br />Fittings for all type of tubing shall be wrought copper; cast fittings shall not be
<br />permitted, except as required for valves.
<br />Soldered connections in copper tubing shall be made with 955 tin antimony solder.
<br />G. NON-METALLIC Domestic Water Piping: Shall be as follows:
<br />1 PEX per CPC 604.1.2, 604.9, and JOINTS per CPC 605
<br />2PEX-AL-PEX per CPC 604.9, and JOINTS per CPC 605
<br />3)))))) CPVC per CPC 604.9, and JOINTS per CPC 605
<br />PEX, CPVC and other plastic (Non-metallic) water piping systems shall be installed in
<br />accordance with the requirements of CPC 604 and 605, installation standards of
<br />CPC Appendix I, and manufacturer's recommended installation standards.
<br />CPVC water piping requires a Certification of Compliance as specified in CPC 604.1.1
<br />PRIOR TO permit issuance.
<br />DIVISION 23 HEATING, VENTING, & AIR CONDITIONING
<br />SECTION 23 05 10 - HEATING, VENTILATION & AIR CONDITIONING - RESIDENTIAL:
<br />A. Standards: All Work shall be performed in accordance with these Drawings, the
<br />requirements of the California Mechanical Code and all governmental agencies having
<br />jurisdiction. Contractor shall provide mechanical system complete in place, tested and
<br />approved as needed for a complete and proper installation.
<br />Contractor shall obtain and pay for all permits required for HVAC system.
<br />B. Mechanical Drawings: These Drawings are schematic in nature and may not depict
<br />every offset, fitting or accessory. Changes may be necessary for convenience,
<br />obstructions or efficiency, however, the original design shall be followed as closely
<br />as possible.
<br />C. Thermostat Heights: All HVAC controls shall be mounted at a height of 48 inches
<br />above finish floor.
<br />D. Existing Equipment: The Contractor shall be solely responsible for evaluating the
<br />capacity of existing air conditioning equipment, air handlers and zone dampers for new
<br />and revised loads to determine the extent of new equipment that may be required. All
<br />of the existing zones shall be reviewed and evaluated to ensure that uniform levels of
<br />human comfort will be obtained once the alterations have been completed.
<br />DIVISION 28 ELECTRICAL
<br />SECTION 26 05 05 - ELECTRICAL GENERAL PROVISIONS - RESIDENTIAL:
<br />A. Standards: All work shall be performed in accordance with these Drawings, the
<br />requirements of the California Electric Code and all governmental agencies having
<br />jurisdiction. Contractor shall provide electrical system, complete in place, tested and
<br />approved, as shown on the Electrical Drawings, and as needed for a complete and
<br />proper installation.
<br />B. The Electrical Drawings: Are schematic in nature and changes may be necessary for
<br />convenience or efficiency. The general arrangement of panelboards, outlets and other
<br />equipment, as shown on the plans, is diagrammatic and approximately correct as to
<br />locations. The contractor shall be responsible for the accurate location of all
<br />equipment and fixtures with respect to the finish work of others. During progress of
<br />the Work, maintain an accurate record of the electrical installation locating equipment,
<br />panelboards, fixtures, circuiting and all other pertinent electrical items.
<br />C. Convenience & Telephone Outlets: All receptacles and outlets on branch circuits of
<br />30 amperes or less shall be installed with the center of the receptacle not less than
<br />15 inches above the floor or walking surface. Receptacles shall be manufactured by
<br />Lutron and shall match specified color of lighting control devices.
<br />SECTION 26 09 25 - LIGHTING CONTROL DEVICES - RESIDENTIAL:
<br />A. Standards: All lighting control devices shall comply with the requirements of the latest
<br />edition of the Building Energy Efficiency Standards and the CEC, and shall be installed in
<br />accordance with the Manufacturer's instructions.
<br />B. Manufacturers: Lighting switches and controls shall be manufactured by Lutron.
<br />C. Products: Provide the following products where indicated on the Drawings and/or the
<br />Electrical Legend. Color shall be white, confirm color with Owner or Interior Designer.
<br />"Diva" Series (paddle):
<br />1) Switches for incandescent lights shall be: CA series, general purpose
<br />2) Switches for dimmable incandescent lights shall be: DVW Series
<br />3) Switches for dimmable incandescent lights from multiple sources shall be:
<br />MAW Series
<br />4) Switches for dimmable electronic low -voltage ballasts shall be: DVELV -P
<br />5) Switches for dimmable magnetic low -voltage ballasts shall be: DVLV -P
<br />6) Switches for florescent lights shall be: CA series, general purpose
<br />7) Switches for dimmable florescent lights shall be: DVELV series
<br />8) Switches for ceiling fans shall be: DVFSQ series
<br />GOVERNMENTAL AGENCY REQUIREMENTS
<br />N�DI�S NOTCS
<br />1. In the case of emergency, call: Jill Scheetz
<br />at Cell Phone 949-338-8834
<br />A
<br />2. Sediment from areas disturbed by construction shall be retained on site using stru FOR
<br />PE
<br />controls to the maximum extent practicable.
<br />3. Stockpiles of soil shall be properly contained to minimize sediment transport from the
<br />site to streets, drainage facilities or adjacent properties via runoff, vehicle tricking,
<br />or wind.
<br />4. Appropriate BMP's for construction related materials, wastes, spills shall be implemented
<br />to minimize transport from from the site to streets, drainage facilities, or a joining
<br />properties by wind or runoff.
<br />5. Runoff from equipment and vehicle washing shall be contained at constructio Master I D .
<br />unless treated to reduce or remove sediment and other pollutants.
<br />6. All construction contractor and subcontractor personnel are to be made awa ete.
<br />required best management practices and good housekeeping measures for the•
<br />site and any associated construction staging areas.
<br />7. At the end of each day of construction activity all construction debris and waste
<br />materials shall be collected and properly disposed in trash or recycled bins.
<br />8. Construction sites shall be maintained in such a condition that an anticipated storm
<br />does not carry wastes or pollutants off the site. Discharges of material other than
<br />storm water only when necessary for performance and completion of construction
<br />practices and where they do not: cause or contribute to a violation of any water quality
<br />standard; cause or threaten to cause pollution, contamination, or nuisance; or contain
<br />a hazardous substance in a quantity reportable under Federal Regulations 40 CFR
<br />Parts 117 and 302.
<br />9. Potential pollutants include but are not limited to: solid or liquid chemical spills;
<br />wastes from paints, stains, sealants, glues, limes, pesticides, herbicides,
<br />wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments;
<br />fuels, oils, lubricants, and hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment
<br />wash water and concrete wash water; concrete, detergent or floatable wastes; wastes
<br />from any engine/equipment steam cleaning or chemical degreasing and superchlorinated
<br />potable water line flushing. During construction, permittee shall dispose of such materials
<br />in a specified and controlled temporary area on -site, physically separated from potential
<br />stormwater runoff, with ultimate disposal in accordance with local, state and federal
<br />requirements.
<br />D. Occupancy and Motion Sensors: Occupancy sensors where indicated on the Drawings shall
<br />10.
<br />Dewatering of contaminated groundwater, or discharging contaminated soils via surface
<br />be "manual on - automatic off" operation. Both occupancy sensors and motion sensors
<br />erosion is prohibited. Dewatering of non -contaminated groundwater requires a
<br />to be certified to comply with Section 119(d) of the Building Energy Efficiency Standards.
<br />National Pollutant Discharge Elimination System Permit from the respective State Regional
<br />E. Installation Height: The center of the grip of the operating handle of controls and
<br />Water Quality Control Board.
<br />switches intended to be used by the room occupant to control lighting, appliances and
<br />11.
<br />Graded areas on the permitted area perimeter must drain away from the face of slopes
<br />heating and ventilating equipment shall be not more than 48 inches above the floor
<br />at the conclusion of each working day. Drainage is to be directed toward desilting facilities
<br />F. Exterior Lighting Controls: Unless noted otherwise, all exterior lighting fixtures
<br />12.
<br />The permittee and contractor shall be responsible and shall take necessary precautions
<br />permanently mounted to the building where indicated on the Drawings shall be controlled
<br />to prevent public trespass onto areas where impounded water creates a hazardous
<br />by a motion sensor with integral photocontrol.
<br />condition.
<br />Permanent) installed exterior light fixtures serving in or around pools, spas, fountains, or
<br />y g g P P
<br />13.
<br />The permittee and contractor shall inspect the erosion control work and insure that the
<br />other locations subject to Article 680 of the CEC, do not need to be high efficacy
<br />work is in accordance with the approved plans.
<br />fixtures and do not need to be equipped with a motion sensor with integral photocontrol.
<br />14.
<br />The permittee shall notify all general contractors, subcontractors, material suppliers,
<br />SECTION 26 50 10 -LIGHTING FIXTURES -RESIDENTIAL:
<br />lessees, and property owners: that dumping of chemicals into the storm drain system
<br />or the watershed is prohibited.
<br />A. Standards: All permanently installed lighting fixtures shall comply with the requirements
<br />15.
<br />Equipment and workers for emergency work shall be made available at all times during
<br />of the latest edition of the Building Energy Efficiency Standards and the CEC, and shall
<br />the rainy season. Necessary materials shall be available on site and stockpiled at
<br />be installed in accordance with the Manufacturer's instructions.
<br />convenient locations to facilitate rapid construction of temporary devices when rain
<br />B. High Efficacy Fixtures: High efficacy fixtures shall have high efficacy lamps that do not
<br />is imminent.
<br />contain a medium screw base socket.
<br />16.
<br />All removable erosion protective devices shall be in place at the end of each working
<br />C. Recessed Light Fixture: Recessed light fixtures located in insulated ceilings shall be
<br />day when the 5-Day Rain Probability Forecast exceeds 40%.
<br />approved for zero clearance insulation cover (IC), shall be certified air tight (AT), and
<br />17.
<br />Sediments from areas disturbed by construction shall be retained on site using an
<br />shall be sealed with a gasket or caulk between the housing and the ceiling.
<br />effective combination of erosion and sediment controls to the maximum extent
<br />practicable, and stockpiles of soil shall be properly contained to minimize sediment
<br />D. Exterior Light Fixtures: Shall be exterior rated for weather protection
<br />transport from the site to streets, drainage facilities or adjacent properties via runoff,
<br />To be selected by owner.
<br />vehicle tracking, or wind.
<br />18.
<br />Appropriate BMP's for construction -related materials, wastes, spills, or residues shall be
<br />implemented and retained on site to minimize transport from the site to streets,
<br />drainage facilities, or adjoining property by wind or runoff.
<br />OD��NOC CO�DfNT�I' f� I ILL ��DTC�OD� I Tll'
<br />Nf�PA 3D SPIF$ 1111I6CLL� Sl(ST�MS
<br />GENERAL NOTES:
<br />1. Scope of work: Design and installation of an automatic fire sprinkler system for a single
<br />or two-family dwelling.
<br />2. One set of OCFA approved sprinkler plans with hydraulic calculations shall be
<br />retained at the job site at all times.
<br />3. The system shall be designed and installed in accordance with 2024 NFPA 13D-02 and
<br />Ys 9
<br />amendments as adopted by the local jurisdiction.
<br />4. Only new, listed fire sprinklers shall be installed in this system.
<br />5. A minumum of three spare fire sprinklers of each type and temperature rating along
<br />with a sprinkler wrench should be located in a spare head cabinet at the system riser
<br />or other approved location.
<br />6. All piping shall be provided with hangers and shall be supported per code and
<br />manufaturer's specifications.
<br />7. All CPVC piping shall be installed by persons who have been certified by the manufacturer
<br />for installation of CPVC piping.
<br />8. All primers and glues used in CPVC systems shall be listed and approved for use with
<br />CPVC piping.
<br />9. Only listed and/or approved devices shall be installed in this system. Should spirnklers
<br />or devices be requested to be installed in a manner which is not in accordance with
<br />the manufacturer's specifications, the wet stamp of a registered professional engineer
<br />certifying compliance with the design criteria as set forth in NFPA 13D shall be placed
<br />on the plans.
<br />10. The OCFA does not recommend notching, drilling, or otherwise penetrating structural
<br />members. Should the designer wish to notch, drill, or otherwise penetrate strucural
<br />members, a stamp from the structural engineer of record and a statement certifying
<br />notching, drilling, or otherwise penetrating structural members does not weaken the
<br />structural member shall be placed on the plans.
<br />11. At least one water pressure gauge shall be installed on the riser assembly.
<br />12. All valves shall have permanently affixed signs that designate their function.
<br />13. The water flow switch shall be connected to the service panel on an uninterruptable
<br />house circuit.
<br />14. Bells/alarms shall be sized and located to be clearly audible in all rooms over background
<br />noise with all intervening doors closed. At least one bell/alarm shall be located near the
<br />address side or front side of the structure and shall be listed for exterior use. At least
<br />one bell/alarm shall be located inside the structure, and may be placed in the attic if
<br />audibility of 15 dB above ambient, but not less than 70 dB, is achieved throughout
<br />the residence.
<br />15. The attic shall be protected with a minimum of at least one intermediate temperature
<br />quick response sprinkler. The head(s) shall be located to protect penetrations into the
<br />attic such as attic scuttles and mechanical equipment located in the attic, penetrating
<br />into the attic, or sharing a common atmosphere with the attic. This may also apply to
<br />larger crawl spaces where additional heads are required.
<br />16. Calculations shall be based on current water supply test information
<br />(no older than 6 months).
<br />17. A 10% safety factor from static pressure shall be included in all calculations.
<br />18. The inspector's test valve shall be installed in a manner approved by 2024 NFPA 13D-02.
<br />19. The final location of the inspector's test valve and system drain is subject to the
<br />building/water department's approval.
<br />20. Underground mains and lead-in connections shall be flushed before connection is
<br />made to sprinkler piping.
<br />21. Water meter shall be installed prior to final.
<br />22. Call OCFA instpection Scheduling at (714) 573-6150 to schedule all inspections at least
<br />48 hours in advance. Inspections canceled after 1 p.m. on the day before the scheduled
<br />date will be subject to a reinspection fee.
<br />23. OCFA inspection required at both rough and final prior to occupancy being granted.
<br />24. Systems shall be tested at a minimum of street pressure in accordance with NFPA 13D-02.
<br />BUILDING INFORMATION:
<br />Building Area, including Gara e(s): 922 sq. ft.
<br />Ceiling (choose one or more:
<br />1) Smooth/flat/horizontal/unobstructed
<br />2 vaulted/sloped
<br />ARCHITECTURE / INTERIORS
<br />A DIVISION OF FOX GROUP ARCHITECTS, INC.
<br />275 SOUTH GLASSELL STREET
<br />ORANGE, CALIFORNIA 92866
<br />FAX: 714 628-0797
<br />RICK FOX, ARCHITECT
<br />CAROL TINK- FOX, ARCHITECT
<br />NOTICE REGARDING OWNERSHIP OF DOCUMENTS:
<br />ALL SKETCHES, DRAWINGS AND/ OR SPECIFICATIONS PREPARED
<br />FOR THIS PROJECT BY STRATOS FORM ARE AND SHALL REMAIN
<br />THE EXCLUSIVE PROPERTY OF STRATOS FORM WHETHER OR
<br />NOT THE PROJECT FOR WHICH THEY ARE PREPARED IS
<br />EXECUTED. RE -USE, REPRODUCTION OR PUBLICATION OF THESE
<br />DOCUMENTS BY ANY METHOD, IN WHOLE OR IN PART, IS
<br />PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM STRATOS
<br />FORM. UNAUTHORIZED USE SHALL CONSTITUTE A BREACH OF
<br />CONFIDENCE.
<br />STRATOS FORM SHALL BE HELD HARMLESS FROM ANY AND
<br />ALL CLAIMS, DAMAGES AND LOSSES WHATSOEVER
<br />RESULTING FROM SUCH UNAUTHORIZED USE. ANY EXPENSES
<br />INCURRED, INCLUDING COURT COSTS AND FEES, SHALL BE
<br />PAYABLE UPON DEMAND.
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<br />GENERAL NOTES AND
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<br />REVISIONSh.
<br />QPLAN CHECK CORR
<br />5/4/26
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