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                                                                                                                                                                                                                                                                                                                               WEINER RESIDENCE
                                                                                                                                                                                                                                                                                                                                                  19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
WEINER RESIDENCE
 19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A

     NPDES NOTES                                                                          SHEET INDEX                                             LEGAL DESCRIPTION                                                                     SITE ANALYSIS
                                                                                          G1 TITLE SHEET AND PROJECT DATA                                                                                                               LOT AREA                                   21,909 SQ.FT.
     STORMWATER POLLUTION PREVENTION NOTES:                                                                                                       LOT 1
                                                                                          G2 GENERAL NOTES AND SPECIFICATIONS                                                                                                           EXISTING BUILDING FOOTPRINT                 3,319 SQ.FT.
                                                                                                                                                  TRACT 7383
     Stormwater pollution prevention devices and practices shall be installed and/or
     instituted as necessary to ensure compliance to the City of Irvine Water Quality     D1 DEMOLITION PLAN                                      CITY OF IRVINE, TURTLE ROCK TERRACE SUBDIVISION                                       EXISTING SITE COVERAGE                          15.15 %
     standards contained in Chapter 3, Water, of Division 8 of Title 6 of the Irvine
                                                                                                                                                                                                                                        EXISTING GARAGE AREA                         567 SQ.FT.
     Municipal Code and any Erosion Control Plan associated with this project. All                                                                APN 463-162-11
                                                                                          A1 SITE PLAN
     such devices and practices shall be maintained, inspected and/or monitored to                                                                                                                                                      EXISTING CONDITIONED FLOOR AREA             2,730 SQ.FT.
                                                                                                                                                  COMMUNITY # 060222
     ensure adequacy and proper function throughout the duration of the construction      A2 FLOOR PLAN
     project.                                                                                                                                     MAP # 06059-C-0289-H (VERIFY)
                                                                                          A3 REFLECTED CEILING PLAN                                                                                                                     EXISTING SITE AREAS AND COVERAGES TO REMAIN UN-ALTERED

     Compliance to the Water Quality standards and any Erosion Control Plan               A4 EXTERIOR ELEVATIONS                                  FLOOD ZONE 'X'
     associated with this project includes, but is not limited to the following
     requirements:                                                                        A5 EXTERIOR ELEVATIONS


     1. Sediments and other pollutants shall be retained on site until properly
        disposed of, and may not be transported from the site via sheet flow, swales,
        area drains, natural drainage courses or wind.
                                                                                          A6 SECTIONS

                                                                                          A7 SECTIONS / DOOR & WINDOW SCHEDULES                   CODE DATA                                                                             SCOPE OF WORK
                                                                                          AD1 ARCHITECTURAL DETAILS
     2. Stockpiles of earth and other construction related materials shall be protected                                                           CBC, 2001 EDITION                                                                     1. INSTALLATION OF NEW FIBER CEMENT PANEL SOFFIT AT EXISTING EAVES, WITH ASSOCIATED
                                                                                                                                                  CPC, 2001 EDITION                                                                        FLASHINGS AND ROOF GUTTERS.
        from being transported from the site by the forces of wind and water flow.
                                                                                                                                                  CEC, 2001 EDITION
                                                                                                                                                  CMC, 2001 EDITION                                                                     2. REPLACEMENT AND / OR REFURBISHMENT OF EXISTING EXTERIOR WALL FINISHES AT
     3. Fuels, oils, solvents, and other toxic materials shall be stored in accordance                                                            TITLE 24, STATE OF CALIFORNIA ADMINISTRATIVE CODE                                        SOUTH ELEVATION AND ENTRY LOGGIA. NO STRUCTURAL CHANGES WILL BE MADE.
        with their listing and are not to contaminate the soil and surface waters. All                                                            ALL OTHER APPLICABLE LOCAL, STATE AND / OR NATIONAL CODES
        approved storage containers are to be protected from the weather. Spills                                                                                                                                                        3. REPLACEMENT OF SELECTED EXISTING DOORS AND WINDOWS AT SOUTH ELEVATION
        must be cleaned up immediately and disposed of in a proper manner. Spills
        may not be washed into the drainage system, no be allowed to settle or
        infiltrate into soil.
                                                                                          VICINITY MAP                                            OCCUPANCY:

                                                                                                                                                  CONSTRUCTION:
                                                                                                                                                                   R3 / U1

                                                                                                                                                                      VB
                                                                                                                                                                                                                                           AND ENTRY LOGGIA.

                                                                                                                                                                                                                                        4. REPLACEMENT OF SELECTED CONCRETE FLATWORK SLABS.

                                                                                                                                                  ZONE: LOW DENSITY RESIDENTIAL 2.2 (2200), PLANNING AREA 21                            5. CONSTRUCTION OF NEW LANDSCAPE WALLS AT SOUTH YARD AREA (APPROX. 30 LINEAL FEET).
     4. Excess or waste concrete may not be washed into the public way or any
        other drainage system. Provisions shall be made to retain concrete wastes                                                                 NOTE:                                                                                 6. INSTALLATION OF NEW LANDSCAPE PLANTS IN SOUTH YARD AREA AND ENTRY LOGGIA.
        on site until they can be disposed of as solid wastes.                                                                                    COMMUNITY ASSOCIATION ADVISORY: ISSUANCE OF A CITY BUILDING PERMIT DOES NOT RELIEVE
                                                                                                                                                  THE APPLICANT OF THE LEGAL REQUIREMENT TO OBTAIN COMMUNITY ASSOCIATION APPROVAL
     5. Trash and construction solid wastes shall be deposited into a covered                                                                     OF THE PLANS. SEPERATE REVIEW AND APPROVAL OF THIS PROJECT MAY BE REQUIRED BY YOUR
                                                                                                                                                  COMMUNITY ASSOCIATION. CONTACT YOUR COMMUNITY ASSOCIATION FOR REQUIREMENTS
        receptacle to prevent contamination of rainwater and dispersal by wind.

     6. Sediments and other materials may not be tracked from the site by vehicular
        traffic. The construction entrance roadways must be stabilized so as to
        inhibit sediments from being deposited into the public way. Accidental                                                    SITE LOCATION
                                                                                                                                                                                                                                        PROJECT DIRECTORY
        deposits shall be swept up immediately and may not be washed down by rain
        or other means.                                                                                                                                                                                                                 OWNERS
                                                                                                                                                                                                                                           MIKE & KATHI WEINER
     7. Any slopes with disturbed soils or removed vegetation shall be stabilized to                                                                                                                                                       19081 NORWOOD TERRACE
        inhibit erosion by wind and water.                                                                                                                                                                                                 IRVINE, CA 92603
                                                                                                                                                                                                                                           (949) 525-0546
     8. Stormwater pollution prevention devices and/or practices shall be modified                                                                                                                                                         kathiwithani@cox.net                                                               JOB NAME:
        as needed as the project progresses to ensure effectiveness.                                                                                                                                                                                                                                                             WEINER.lbk
                                                                                                                                                                                                                                                                                                                              SCALE:
                                                                                                                                                                                                                                                                                                                                N/A
                                                                                                                                                                                                                                        DESIGNER                                                                              DATE:
                                                                                                                                                                                                                                           DAVID M. SANDERS                                                                      3/14/2011
                                                                                                                                                                                                                                           34455 CAMINO EL MOLINO
                                                                                                                                                                                                                                           CAPISTRANO BEACH, CA 92624




                                                                                                                                                                                                                                                                                                                                 G1
                                                                                                                                                                                                                                           (949) 248-2767
                                                                                                                                                                                                                                           www.dmsdesign.us
DIVISION 1: GENERAL                                               02725. SITE UTILITY AND DRAINAGE PIPING:                         3. All fasteners in architectural woodwork shall be              DIVISION 8: DOORS AND WINDOWS                                      2. Installer shall take care not to cover any electrical,           DIVISION 15: MECHANICAL                                          5. Ductwork access panels shall be airtight, zinc coated,      4. Outlets within 6 feet of a lavatory or sink, and all         REVISIONS:
------------------------------------------------------------                                                                          countersunk and plugged or filled to match surrounding        -------------------------------------------------------------         mechanical, plumbing or ventilation boxes, outlets or            -------------------------------------------------------------       continuous hinge type, with zinc coated sash locks             garage [and warehouse] outlets shall be equipped with a
                                                                   1. Site drainage piping shall be schedule 40 PVC, size as          finish surfaces unless noted otherwise on drawings.                                                                                 stub-outs. Failure to do so shall render the Plaster                                                                                 utilizing locking feature to keep door airtight.               ground fault interupter.
01062. STATE OF CALIFORNIA REQUIREMENTS:                                                                                                                                                            08210. WOOD DOORS AND FRAMES:                                         Contractor responsible for required alterations and              SECTION 15300. FIRE PROTECTION                                      "Duro-Dyne" or equal.                                       5. All switches shall be mounted at 48 inches above
                                                                      indicated on drawings.                                       4. Pre-manufactured casework shall be installed per
                                                                   2. Landscape drains, area drains and catch basins shall be         manufacturer's recommendations.                                                                                                     repairs.                                                                                                                          6. Volume dampers:                                                finish floor, or as noted on drawings.
  1.    All materials and workmanship shall conform to the                                                                                                                                           1. Door and frame assemblies shall be delivered free of           3. Water used in plaster work shall be clean and free from           1. Furnish and install residential fire sprinkler system           a. Provide single blade volume dampers in rectangular       6. Device cover plates shall be of type and number of
                                                                      provided with gratings or screens to prevent the             5. This section shall install all plastic laminate counter
        codes and ordinances specified on the cover sheet                                                                                                                                               defects in material or workmanship.                               injurious amounts of oil, acid/alkali, organic matter                per city code requirements. Fire sprinkler system                  ducts not exceeding 8 inches in depth, constructed         gangs for devices installed.
                                                                      entrance of foreign materials or debris into drainage           tops or shall provide and install plywood counter top
        of this set of drawings.                                                                                                                                                                     2. Fire rated doors as indicated on drawings shall bear              or other harmful substances.                                         shall be complete in every detail including all                    of not less than 16 gauge galvanized steel with
                                                                      system(s).                                                      base to recieve tile or stone work where indicated on
                                                                                                                                                                                                        appropriate labelling as to their fire resistance by           4. Lath at vertical surfaces shall be K-Lath "Stucco-Rite"              incidental items for a proper and functioning                      edges bent and center grooved. Hardware locking
  2. All work shall conform to the requirements of                 3. Plumbing contractor shall furnish and install:                  plans.                                                                                                                                                                                                                                                                                                                               16110. CONDUITS:
                                                                                                                                                                                                        Underwriter's Laboratories.                                       paper backed or equal. Lath shall be attached to all                 installation.                                                      quadrant shall be heavy-duty type as manufactured
     the California Energy Code. See the drawings                     a. Copper water service from building to gate valve at       6. Finish carpentry shall be adequately protected from
                                                                                                                                                                                                     3. Fire rated doors shall be provided with smoke gaskets             structural frame members with No. 16 gauge x 7/8 inch                                                                                   by "Duro-Dyne" Type KS-385 with 3/8 inch rod, K-4
     for Energy Compliance Forms.                                         meter (ferrous water piping not permitted below             damage by other trades by the finish carpentry sub.                                                                                                                                                                                                                                                                                  1. Furnish all flexible and rigid conduits to complete
                                                                                                                                                                                                        at head and jambs, and approved type seal at threshold.           leg staples at 6 inches on centers, unless noted                                                                                        quadrant and SB-338 closed end bearing, or equal.
                                                                          grade).                                                                                                                                                                                                                                                          SECTION 15400. PLUMBING                                                                                                            job. Conduit systems shall be complete in every detail
                                                                                                                                                                                                     4. Exterior doors shall be fully weatherstripped to                  otherwise on Shear Panel schedule (see Structural                                                                                    b. Provide single blade volume dampers in round ducts
                                                                      b. Sewer line from building to property line.               DIVISION 7: THERMAL AND MOISTURE PROTECTION                                                                                                                                                                                                                                                                                                 including all items necessary for a proper and
01070. GENERAL NOTES:                                                                                                                                                                                   prevent air infiltration.                                         drawings).                                                                                                                              constructed of 22 gauge galvanized steel and "Duro-
                                                                      c. Natural gas service piping.                              -------------------------------------------------------------                                                                                                                                             1. Basic materials:                                                                                                               functioning installation.
                                                                                                                                                                                                     5. Metal thresholds at fire rated and exterior doors shall        5. Lath at horizontal surfaces shall be 3/8 inch high ribbed,                                                                              Dyne" KS-145L hardware, or equal, for dampers not
                                                                   4. Electrical feeder conduits shall be concrete encased                                                                                                                                                                                                                     a. Cleanouts shall be ICBO approved with plastic rings                                                                      2. Conduits shall be of galvanized steel or rigid
 1. It is the intent and meaning of these drawings and                                                                                                                                                  be furnished by this section.                                     kraft paper backed, galvanized expanded metal. Lath                                                                                     larger than 10 inches; 20 gauge with "Duro-Dyne"
                                                                      per utility company requirements. Supply and placement      ---SEE STRUCTURAL DRAWINGS FOR RETAINING WALL                                                                                                                                                                b. Hose bibbs shall be Calco No.108 or equal with                                                                              galvanized steel where subject to mechanical damages
    specifications to provide for and secure a first class,                                                                                                                                          6. Hollow core doors shall be internally reinforced at all           shall be attached to all structural frame members with                                                                                  KS-195L hardware for dampers not larger than 20
                                                                      of conduit(s) in trenches and connection to service by      AND GENERAL FOUNDATION DAMPPROOFING SPECS.--                                                                                                                                                                    anti-siphon device.                                                                                                         such as in mechanical spaces, located in slabs or
    workmanlike job of high quality from all                                                                                                                                                            hardware attachment points.                                       No. 16 gauge x 7/8 inch leg staples at 3 inches on
                                                                      Electrical Contractor.                                                                                                                                                                                                                                                   c. Copper tubing shall be type L hard drawn for above-             inches; and 18 gauge with "Duro-Dyne" KS-385L               located below 8 feet of finish grade or walking surface
    subcontractors. The finished structure(s) shall be             5. Natural gas service piping materials and installation       07180. WATER REPELLANT MATERIALS:                                                                                                       centers.                                                                slab installations.                                             hardware for dampers exceeding 20 inches in                 and exposed. Minimum size of conduit in or under floor
    complete in every detail including all incidental items                                                                                                                                         08305. ACCESS DOORS:                                               6. Corner bead shall be installed firmly and true to line                                                                                  diameter.
                                                                      shall be in accordance with utility company                                                                                                                                                                                                                              d. Copper tubing in below-slab installations shall be                                                                          slab(s) shall be 3/4 inch.
    for a proper and functional project.                                                                                           1. Exposed, un-stained rough sawn wood:                                                                                                to provide straight, consistent corners.                                type K with plastic sheathing at contact with             8. Duct sealant shall be "Tuff-Bond" No.12 (buna N rubber      3. Thin wall steel flexible conduits shall be used for
                                                                      requirements.
 2. The general contractor and subcontractors shall review                                                                                                                                           1. Access doors shall be weathertight at exterior                 7. Expansion and crack control joints shall be placed to
                                                                   6. Site utility piping shall be installed per applicable           "Thompson's Water Seal Waterproofing Formula" or equal                                                                                                                                                      concrete.                                                    based) as manufactured by Goodloe E. Moore Inc., or            connection to recessed lighting fixtures, motor
    these drawings and specifications and shall notify the                                                                                                                                              applications and shall have provision for locking when            limit flat, continuous plaster panels to maximum 400                                                                                 equal.
                                                                      utility company requirements.                                   in two applications, first at a rate of 100 square feet                                                                                                                                                  e. Fittings for copper tubing shall be wrought or cast                                                                         connections and in areas where installation of rigid
    designer of any discrepancies, errors or omissions                                                                                                                                                  accessible to public.                                             square feet in area. Review drawings to verify special
                                                                   7. Trench backfilling materials and methods shall be in            per gallon, second at a rate of 150 square feet per                                                                                                                                                         copper, standard weight.                                  9. Diffusers and Registers:                                       conduits are not practical, or where movement of the
    prior to construction. Failure to do so shall hold the                                                                                                                                           2. Access doors placed in fire rated walls or                        placement or arrangement of joints indicated, if any.
                                                                      accordance with soils report specifications when                gallon.                                                                                                                                                                                                  f. Brass piping shall conform to ASTM B-43, standard            a. Ceiling or wall mounted return and exhaust air              item is required due to vibration or for maintenance.
    general contractor and subcontractors responsible for                                                                                                                                               partitions, where permitted shall be of appropriate               Prior to placement of plaster materials, grooves in                                                                                     registers shall have baked enamel finish and
                                                                      applicable.                                                  2. Smooth, un-stained wood:                                                                                                                                                                                    weight, iron pipe sizes.                                                                                                    Flexible aluminum conduits are not permitted.
    such discrepancies, errors or omissions in these                                                                                                                                                    fire resistance for application and shall bear U.L.               joints shall be masked to prevent the incursion of
                                                                                                                                      "Thompson's Water Seal Waterproofing Formula" or equal                                                                                                                                                   g. Sanitary soil, waste and vent piping and fittings               opposed blade damper.                                    4. All conduits shall be concealed from view wherever
    drawings and specifications.                                                                                                                                                                        label.                                                            plaster into them.                                                                                                                   b. Wall and ceiling registers shall be adjustable
                                                                  02830. FREE STANDING WALLS AND FENCES:                              in two applications, first at a rate of 200 square feet                                                                                                                                                     shall be ABS plastic u.n.o. on drawings.                                                                                    practical. Electrical Contractor shall notify Designer
 3. The general contractor shall verify all dimensions,                                                                                                                                              3. Access doors shall be placed to allow for proper               8. Inside corners of plaster surfaces shall be well                                                                                        louver type and painted to match wall finish.
                                                                                                                                      per gallon, second at a rate of 300 square feet per                                                                                                                                                      h. Fuel gas piping shall be black pipe (steel) and                                                                             if concealment can not be obtained.
    elevations and site conditions before starting work.                                                                                                                                                working space to service items being accessed.                    struck, straight and not coved or curved in any way.
                                                                   1. Wood fences shall be constructed of redwood, cedar or           gallon.                                                                                                                                                                                                     shall meet all code requirements for underground                                                                         5. Conduits and wiring in ceilings shall be self
    The designer shall be notified immediately of any                                                                                                                                                4. Doors shall be placed solidly in opening and door leaf           This item will be strictly enforced upon final                                                                                    15950. CONTROLS:
                                                                      other wood of natural resistance to decay.                   3. Concrete sealer:                                                                                                                                                                                            piping.                                                                                                                     supporting and in no way shall be supported by lights,
    discrepancies.                                                                                                                                                                                      and hardware shall have free operation.                           inspection.
                                                                   2. Hardware shall be galvanized unless noted otherwise on          "Thompson's Water Seal Waterproofing Formula" or equal                                                                                                                                                                                                                                                                                  fixtures or their supports. Conduits shall be held
 4. Notes and details on drawings shall take precedence                                                                               in two applications, first at a rate of 200 square feet                                                                                                                                              SECTION 15440. PLUMBING FIXTURES                                 1. Furnish thermostats, low voltage transformers, remote
                                                                      drawings.                                                                                                                                                                                                                                                                                                                                                                                               minimum 7 1/2 inches above grid in acoustic tile
    over these general specifications.                                                                                                                                                              08505. METAL WINDOWS AND SLIDING DOORS:                           09260. GYPSUM BOARD SYSTEMS:                                                                                                             controls, outdoor bulb relays, labels, nameplates, low
                                                                   3. Wood fences shall be constructed in such a manner as to         per gallon, second at a rate of 400 square feet per                                                                                                                                                                                                                                                                                     ceilings.
 5. The design, adequacy and safety of erection, bracing,             remain sturdy and plumb under normal wear and tear.             gallon.                                                                                                                                                                                               1. Furnish and install all plumbing fixtures, faucets,             limit electrical switches, controls, etc. to provide
    shoring, temporary supports, etc. is the sole                                                                                                                                                    1. Furnish aluminum frame windows and sliding glass doors         1. Furnish and install all gypsum wallboard and
                                                                                                                                   4. Concrete block sealer (where concrete block is left to                                                                                                                                                   controls and devices as indicated on drawings.                  for a complete installation.                                16120. CONDUCTORS:
    responsibility of the general contractor, and has not                                                                                                                                               of size, type and quantity indicated on drawings.                 accessories as indicated on drawings. Gypsum board                                                                                2. Control devices and systems shall be complete in every
                                                                  DIVISION 3: CONCRETE                                                weather exposure):                                                                                                                                                                                    2. Plumbing fixtures shall be Kohler or equal. Verify
    been considered by the structural engineer. The                                                                                                                                                     Window and door assemblies and hardware packages shall            installation shall be complete in every detail                                                                                       detail including all items necessary for a proper and
                                                                  -------------------------------------------------------------       "Thompson's Water Seal Waterproofing Formula" or equal                                                                                                                                                   selections with owner and designer.                                                                                         1. Furnish all conductor materials and assemblies for
    contractor is responsible for the stability of the                                                                                                                                                  be complete in every detail including all incidental              including all items for a proper and functioning
                                                                                                                                      in two applications, first at a rate of 50 square feet                                                                                                                                                                                                                   functioning installation.                                      completion of job. Conductors shall be complete in
    structure prior to the application of all shear panel,                                                                                                                                              items for a proper and functioning installation.                  installation ready to receive paint or other final                                                                                3. Thermostats shall be Honeywell, or equal, and shall
                                                                  ---SEE STRUCTURAL DRAWINGS FOR STRUCTURAL                           per gallon, second at a rate of 100 square feet per                                                                                                                                                  15500. HEATING, VENTILATING AND AIR COND'G:                                                                                        every detail.
    roof and floor diaphragms and finish materials. He or                                                                             gallon.                                                                                                                             finish. All work shall conform to CBC Chapter 25                                                                                     permit ready and positive acting and entirely free from
                                                                  CONCRETE SPECIFICATIONS---                                                                                                        08605. WOOD WINDOWS AND SLIDING DOORS:                                                                                                                                                                                                                                 2. All conductors shall be soft-drawn copper and be
    she shall provide all the necessary bracing and/or                                                                             5. Un-painted exterior plaster:                                                                                                     2. Installer shall take care not to cover any electrical,            1. Furnish and install HVAC systems and equipment                  any objectionable noises.                                      insulated with 600 volt, 75 degrees centigrade code
    shoring to provide stability prior to the application                                                                             "Thompson's Water Seal Architectural 55" or equal in                                                                                mechanical, plumbing or ventilation boxes, outlets or                including but not limited to: Air conditioning units,
                                                                  03505. NON-STRUCTURAL LIGHTWEIGHT CONCRETE:                                                                                                                                                                                                                                                                                                                                                                 grade insulation.
    of the afore-mentioned materials. Observation visits                                                                                                                                             1. Furnish all wood sash and frame windows and sliding               stub-outs. Failure to do so shall render the Drywall                                                                             15990. TESTING, ADJUSTING AND BALANCING:
                                                                                                                                      two applications, first 3 fog coats at 2 hour                                                                                                                                                            exhaust fans, all rigid and flexible ductwork and                                                                           3. All conductors #8 AWG and larger shall be made up of
    by the designer or structural engineer shall not                                                                                                                                                    glazed doors as indicated on drawings. Glazing shall              Contractor responsible for required alterations and
                                                                   1. Portland cement shall conform to ASTM C-150.                    intervals, second same. NOTE, test this product prior                                                                                                                                                    fittings, diffusers, registers, grilles, dampers,                                                                              stranded single conductor cable and shall have THWN or
    include inspection of the above items.                                                                                                                                                              be as specified in Section 08800. Window and sliding              repairs.                                                                                                                          1. Perform all tests to the satisfaction of the Owner and
                                                                   2. Aggregates shall conform to ASTM C-330 for lightweight          to final application to verify compatibility with                                                                                                                                                        louvers, duct insulation, control systems, flashings,                                                                          THHN insulation as applicable. Conductors in
 6. Vibrational effects of mechanical equipment have not                                                                                                                                                door units shall be complete in every detail including         3. Gypsum wallboard is used in some cases on this project                                                                               the General Contractor.
                                                                      concrete.                                                       plaster color coat.                                                                                                                                                                                      firestopping, labeling and tagging, painting as                                                                                underground conduits and service entrance conductors
    been considered by the structural engineer.                                                                                                                                                         all incidental items for a proper and functioning                 in structural and fire-protective capacities. The                    specified herein, motor starters if not a part factory       2. HVAC Systems:                                                  shall have XHHW or THWN insulation.
 7. It shall be the responsibility of the general                  3. Floor sheathing shall be swept clean and free of                                                                                  installation. See drawings for specification of any
                                                                                                                                  07190. VAPOR AND AIR BARRIERS:                                                                                                          installer shall take special care in verifying any                   prefabricated packages, all in-line and low voltage             a. After completion of the work, test and regulate all      4. Aluminum wire shall not permitted.
    contractor to locate all existing utilities whether               debris, standing water or foreign matter immediately                                                                              special locking devices other than the standard                   special nailing or gypsum board assemblies indicated on              wiring and conduit that forms a part of the HVAC                   heating, ventilating and air systems to provide
                                                                      prior to underlayment




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WEINER RESIDENCE
    shown hereon or not and to protect them from damage.                                                                                                                                                hardware package supplied by the window or sliding door           architectural and structural drawings, and shall be
                                                                                                                                   1. Under-slab vapor barrier:                                                                                                                                                                                systems and condensate piping.                                     proper and comfortable air volume or as noted on         16400. ELECTRICAL PANELS:
    The General contractor shall bear all expense of repair           installation.                                                                                                                     manufacturer.
                                                                                                                                      Glass fiber reinforced polyethylene sheet. Shall meet                                                                               responsible for adherence to and remedy of departures             2. HVAC system(s) shall be complete in every detail                   drawings. Adjust apparatus and duct dampers to
    or replacement in conjunction with the execution of            4. Install primer and lightweight concrete per                                                                                    2. All windows and sliding doors shall be completely
                                                                                                                                      or exceed ASTM E-96 A & B.                                                                                                          from, these specifications.                                          including all incidental items for a proper and                    secure proper volumes and face distribution of air       1. Furnish all electrical power and or lighting panels to
    this work.                                                        manufacturer's recommendations to final thickness                                                                                 weather stripped with polymeric material and which
                                                                                                                                   2. Vapor barrier materials shall be installed per                                                                                   4. Gypsum board materials and accessories shall conform                 functioning installation.                                          for each register and/or diffuser. Where required           complete job. Panel systems shall be complete in every
                                                                      indicated on drawings.                                                                                                            shall become compressed for a positive seal between
                                                                                                                                      manufacturer's reccomendations for specific                                                                                         to the requirements of CBC Table 2506.2, and chapters             3. Whether shown on drawings or not, all duct and conduit             by the Owner or General Contractor larger or                detail including all items necessary for a proper and
01200. ADDITION AND REMODELING:                                                                                                                                                                         sash and frame upon closure.                                      7 & 35 where applicable.                                                                                                                smaller pulleys shall be installed at no additional
                                                                  03510. GYPSUM CONCRETE UNDERLAYMENT:                                applications.                                                                                                                                                                                            penetrations through fire-rated floors or walls shall                                                                          functioning installation.
                                                                                                                                                                                                     3. All manufactured units shall meet or exceed ASTM E283,         5. Accessories and Finishing Materials:                                 be sealed against the spread of fire or smoke with                 expense.
 1. The general and subcontractors shall verify all                                                                                                                                                     331 and E330 standards, and shall be certified and                a. Nails shall be 8d cooler nails placed at 8 inches
                                                                   1. Material shall be "Gyp-Crete" as manufactured by            07210. BUILDING INSULATION:                                                                                                                                                                                  approved duct and conduit fire stops, fire dampers                                                                          16500. LIGHTING FIXTURES:
    existing conditions and dimensions as shown on drawings                                                                                                                                             labeled indicating that they meet the appropriate                    on centers unless noted otherwise on drawings.
                                                                      Gyp-Crete Corporation, or equal. Install per                                                                                                                                                                                                                             and/or fire resistant sealant, to give the equivalent       DIVISION 16: ELECTRICAL
    and notify the designer immediately of any                                                                                                                                                          standards listed in Table 2-53V of the state building             b. Screws shall conform to CBC Table 2506.2 and
                                                                      manufacturer's recommendations to final thickness            1. Batt thermal insulation: "CertainTeed Foil Faced" or                                                                                                                                                     fire rating before the penetration. See Section 07270.      -------------------------------------------------------------   1. Furnish all interior and exterior luminaries as
    discrepancies.                                                                                                                                                                                      code.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
                                                                                                                                      equal in R values indicated on drawings. Shall meet or                                                                                 be long enough to penetrate into wood framing a                   for permitted sealant materials/systems.                                                                                       indicated on drawings. Luminaries shall be complete in
 2. Shore and/or brace all existing framing as required               indicated on plans.
                                                                                                                                      exceed ASTM C653 & C518.                                                                                                               minimum of 5/8 inch.                                           4. Systems installed by this section shall be tested and                                                                          every detail including all incidental items necessary
    prior to removing existing construction. Remove after          2. Floor sheathing shall be swept clean and free of                                                                              08705. DOOR HARDWARE:                                                                                                                                                                                  16010. GENERAL:
                                                                                                                                   2. Batt insulation products shall be installed to                                                                                      c. Casing bead shall be utilized at all edges of                     corrected for proper functioning as outlined in Section                                                                        for a proper and functioning installation.
    erection of new supports has been completed.                      debris, standing water or foreign matter immediately
                                                                                                                                      completely fill all voids in framing and shall be                                                                                      gypsum board not covered by wood casing or other                  15990.                                                                                                                      2. All lighting fixtures shall have lamps installed.
                                                                      prior to underlayment installation.                                                                                            1. Hardware shall be as manufactured by Schlage Lock                                                                                                                                                   1. Install all electrical work on site for power and
                                                                                                                                      securely attached so as to remain in place until wall,                                                                                 finish trim material.                                          5. The locations of apparatus and equipment indicated on                                                                       3. All recessed incandescent fixtures installed in gypsum
DIVISION 2: SITEWORK                                               3. Underlayment shall attain a final compressive strength                                                                           Company "E Series" or equal. See drawings or consult                                                                                                                                                    lighting, including service to mechanical systems and
                                                                                                                                      roof or ceiling finish assemblies are applied.                                                                                      d. Resilient channel material (where used) shall be                  drawings are approximate. Install piping, ducts,                                                                               board ceilings shall be equipped with auto-resetting
-------------------------------------------------------------         of 1000 psi when tested in accordance with                                                                                       General Contractor for style and finish.                                                                                                                                                                equipment requiring electrical service, as indicated on
                                                                                                                                                                                                                                                                             26 gauge galvanized steel, installed perpendicular                registers, diffusers and equipment in such a manner as                                                                         thermal protection.
                                                                     ASTM C472-79.                                                                                                                   2. Hardware types and placement shall be as indicated on                                                                                                                                                  drawings.
                                                                                                                                  07320. ROOFING TILE:                                                                                                                       to framing and fastened with screws.                              to avoid all obstructions, preserve headroom and keep                                                                       4. All lighting fixtures shall be supplied with the
02055. DEMOLITION:                                                                                                                                                                                     drawings.                                                                                                                                                                                            2. Electrical systems shall be complete in every detail,
                                                                                                                                                                                                                                                                       6. Ceiling material shall be installed using screws.                    openings and passageways clear. No holes or openings                                                                           mounting accessories, trims, and/or shrouds necessary
                                                                  DIVISION 4: MASONRY                                                                                                                3. Hardware shall function properly and freely without                                                                                                                                                    including all incidental items for a proper and
                                                                                                                                   1. See section 07620 for metal flashings, vents and other                                                                           7. All material shall be placed with long dimension of                  will be allowed in, nor shall any equipment, ducts or                                                                          to properly and completely install the fixtures in the
 1. Includes removal of existing building, or portions            -------------------------------------------------------------                                                                        binding, and all mechanisms shall cycle completely                                                                                                                                                      functioning installation. All required permits and
                                                                                                                                      sheet metal accessories for installation by this                                                                                    sheets perpendicular to framing or supports.                         pipes be supported from any structural member without                                                                          type of ceilings shown on the architectural drawings.
    thereof, including foundations and domestic utilities                                                                                                                                              without any special effort. All hardware shall be                                                                                                                                                       inspections shall be obtained and paid for by
                                                                                                                                      section.                                                                                                                         8. All face joints of gypsum wallboard shall be taped and               written consent of the Structural Engineer. Coordinate                                                                         Verify prior to ordering.
    from site as indicated on drawings.                           ---SEE STRUCTURAL DRAWINGS FOR STRUCTURAL                                                                                            installed per manufacture's recommendations using all                                                                                                                                                   Electrical Contractor.
                                                                                                                                   2. Roofing felts:                                                                                                                      nails coated. All taping and nails shall be coated                   the locations of all diffusers, registers and grilles                                                                       5. For all custom or special lighting fixtures, or where
 2. Demolition contractor shall be held liable for any            MASONRY AND GROUT SPECIFICATIONS---                                                                                                  supplied and/or specified fasteners.                                                                                                                                                                 3. Provide temporary power and lighting during
                                                                                                                                      Georgia Pacific GP-30 Residential, unperforated, or                                                                                 twice, in separate operations, or more if required, and              with other work indicated on the drawings.                                                                                     lighting fixtures are indicated to be mounted in
    damage to adjacent public or private properties or                                                                                                                                                                                                                                                                                                                                                         construction. Remove temporary wiring upon completion
                                                                                                                                      equal. Shall meet or exceed ASTM D-4869-88 Type 2, and                                                                              shall be sanded to a smooth, uniform finish if                    6. This section shall hook-up all electrically serviced                                                                           architectural elements, verify from jobsite conditions
    structures during demolition and debris removal               O4270. GLASS MASONRY UNITS:                                                                                                       08800. GLAZING:                                                                                                                                                                                            of the project. Temporary services shall be as
                                                                                                                                      ULR-10879.                                                                                                                          necessary.                                                           equipment.                                                                                                                     and measurements, the exact fixture dimensions,
    operations.                                                                                                                                                                                                                                                                                                                                                                                                required by CEC and OSHA.
                                                                                                                                   3. Installer shall verify and insure that roof deck is                                                                              9. All joints shall be tight-fitting, and material shall             7. Install thermostats as indicated on drawings at 60                                                                             mounting requirements and fittings required to install
 3. Remove existing structures or portions therof as               1. Glass block shall be as manufactured by Pittsburgh                                                                             1. Specifications herein shall apply to all door and                                                                                                                                                   4. Ground continuity shall be maintained throughout the
                                                                                                                                      clean, solid and free of voids or projections and                                                                                   not be crushed or deformed during or after                           inches above finish floor.                                                                                                     the fixtures. See architectural drawings for
    indicated on drawings. Existing construction to remain            Corning Corporation, or equal, verify style with                                                                                  window glazing.                                                                                                                                                                                        electrical system. Consult CEC for applicable requirements.
                                                                                                                                      otherwise ready to recieve work.                                                                                                    installation.                                                     8. Upon completion and testing, provide Owner with                                                                                additional information.
    shall be adequately protected during all demolition and           Designer.                                                                                                                      2. All windows and sliding doors shall be glazed as                                                                                                                                                    5. The Electrical contractor shall furnish and install all
                                                                                                                                   4. Roofing tiles shall be installed per all manufacturer's                                                                          10. All materials shall be delivered to site in good                    operation and maintenance instructions for all                                                                              6. Fixtures installed in fire resistive walls and ceilings
    debris removal operations.                                     2. Expansion joints shall be provided at edges of glass                                                                              specified in Title 24 compliance calculations. All                                                                                                                                                     necessary electrical power wire for the heating and air
                                                                                                                                      recommendations using all specified fasteners.                                                                                      condition and free of defects. All materials shall be                equipment.                                                                                                                     shall be installed in an approved fire resistive manner
 4. All demolition debris shall be removed from site and              block panels at the sides and top with a minimum                                                                                  glazing shall be properly sealed in sash to prevent                                                                                                                                                    conditioning systems, including disconnect switches and
                                                                                                                                                                                                                                                                          new. Materials shall be stored in such a manner that                                                                                                                                                consistent with the rating of the wall or ceiling.
    transported to a legal dump site per applicable                   thickness of 1/2 inch. Expansion joints shall be                                                                                  intrusion of wind, water or particulate matter. Dual                                                                                                                                                   internal power wiring of the units.
                                                                                                                                  07510. BUILT-UP BITUMINOUS ROOFING:                                                                                                     they will not be damaged by the elements or other                                                                                                                                                7. All lighting fixtures shall be U.L. listed.
    municipal and/or county requirements.                             entirely free of mortar and shall be filled with                                                                                  glazed panes shall have a sealed airspace and shall not                                                                            15600. FURNACES:                                                 6. Electrical Contractor shall arrange with utility
                                                                                                                                                                                                                                                                          trades prior to installation.
 5. Site shall be left in neat and orderly condition after            resilient material.                                                                                                               permit condensation formation on interior sides of                                                                                                                                                     company for the installation of meter(s).
                                                                   3. Glass block panels shall have mortar joints minimum 3        1. Furnish and install Class A built-up bituminous roofing                                                                                                                                              15740. AIR CONDITIONING EQUIPMENT:                               7. Electrical Contractor shall arrange with telephone          16700. COMMUNICATIONS SYSTEMS:
    completion of demolition and debris removal operations.                                                                                                                                             panes.                                                        09900. PAINTING:
                                                                      inches wide and mortared edges of units shall be                and ballast at areas indicated on drawings. Roofing                                                                                                                                                                                                                      company to provide service to the premises.
                                                                                                                                                                                                     3. Safety Glazing:
                                                                      treated for proper mortar bonding.                              system(s) shall be complete in every detail, including                                                                           1. Interior walls and ceilings shall recieve minimum two              1. Equipment shall be complete in every detail including       8. Provide 3/4 inch x 20 foot long ufer ground at               1. Furnish all communication devices as indicated on
02200. EARTHWORK:                                                                                                                                                                                       a. Glass and glazing subject to the following
                                                                   4. Courses shall be level and true, and face of panels             all incidental items for a proper, watertight,                                                                                      coats or as many coats as required to obtain proper                   all incidental items necessary for proper installation.        electrical service.                                             drawings, including but not limited to: Door chime
                                                                                                                                                                                                           specifications shall be certified and labeled by
                                                                      shall be flush and neatly finished with no depressed or         functioning installation.                                                                                                           coverage over one coat PVA sealer as indicated on                  2. Temperature control system shall consist of a               9. Smoke and/or heat detector wiring shall be labelled to          system, cable television outlets and wiring, intercom
 1. Includes all rough grading, excavation, recompaction                                                                                                                                                   the manufacturer per CBC 2403.1 and 2406
                                                                      projecting units.                                            2. See section 07620 provides metal flashings for                                                                                      drawings.                                                             thermostat and all mounting hardware with automatic            assure proper installation location for unit(s).                systems, etc. Communications systems shall be complete
    and trenching to prepare site for construction of                                                                                                                                                   b. Safety glazing, where required, shall be tempered
                                                                                                                                      installation by this section.                                                                                                    2. Painting contractor shall protect existing construction               change over, concealed set point, and thermometer. An       10. Electrical Contractor shall verify location of all             in every detail including all incidental items
    structure(s). Grading work shall be complete in every                                                                                                                                                  or laminated glass.
                                                                  DIVISION 5: METALS                                               4. Bitumen shall be Type II asphalt.                                                                                                   from painting operations and shall be liable for damage               automatic temperature control device shall be provided         outlets, switches, phone jacks, wall brackets and other         necessary for a proper and functioning installation.
    detail including all incidental items and procedures                                                                                                                                                c. Safety glazing shall be required as follows:
                                                                  -------------------------------------------------------------    5. Ballast shall be crushed tile or colored crushed rock.                                                                              to any other work.                                                    for each separate HVAC system and/or zone.                     in-wall accessories prior to installation of finish
    for a proper job.                                                                                                                                                                                      i. Glazing in ingress and egress doors except
                                                                                                                                      Color as indicated on drawings.                                                                                                                                                                                                                                          wall materials.
 2. See Foundation Plan for soil design pressure data                                                                                                                                                           jalousies.
                                                                  ---SEE STRUCTURAL DRAWINGS FOR STRUCTURAL                        6. Mineral surface cap sheet flashing shall be mineral                                                                             DIVISION 10: SPECIALTIES                                             15880. AIR DISTRIBUTION:                                         11. The electrical drawings are essentially diagrammatic,
     character of soil.                                                                                                                                                                                    ii. Glazing in fixed panels and sliding or swinging
                                                                  METALS SPECIFICATIONS---                                            surfaced and shall comply with ASTM D228, Type M.                                                                               -------------------------------------------------------------                                                                            DO NOT scale the electrical drawings for location of
 3. All earthwork and grading shall be conducted per Soils                                                                                                                                                      panels of sliding or swing-type doors other
                                                                                                                                   7. This section shall furnish and install 3 inch x 3 inch                                                                                                                                                 1. Furnish all rigid and flexible ductwork, elbows,               any architectural, structural, civil or mechanical
    Report prepared by the person(s) noted in the project                                                                                                                                                       than wardrobe doors.                                  10305. MANUFACTURED FIREPLACES
                                                                  05500. METAL FABRICATIONS:                                          cant strip at all roof intersections with vertical                                                                                                                                                        fittings, duct insulation, diffusers, grilles,                 items. Refer to the appropriate discipline's drawings
                                                                                                                                                                                                           iii. Glazing in storm doors.
    directory on the front sheet of this set of drawings.                                                                             surfaces.                                                                                                                        1. Furnish and install manufactured fireplace and                        registers, dampers, louvers, etc. to provide for a             for required information. The locations of any
                                                                                                                                                                                                           iv. Glazing in all unframed swinging doors.
    See soils report for list of special inspections.              1. Fabricated steel handrails and guardrails shall be           8. Roof deck shall be swept clean of debris, standing                                                                                  flue system(s) as indicated on drawings per manufacturerr             complete installation by Section 15500. All products           electrical devices or lighting fixtures shown on
                                                                                                                                                                                                           v. Glazing in shower and bathtub doors and
 4. Utility trench and retaining wall backfilling shall be            constructed and installed as indicated on drawings.             water or other foreign materials immediately prior to                     enclosures.                                               specifications. Final installations shall be complete in every        shall be new, domestic make, and free from all defects         architectural drawings take precedence over those shown
    executed as specified in soils report.                            Handrails and guardrails shall be constructed of                roofing installation.                                                vi. Glazing, operable or inoperable, adjacent to a             detail.                                                               or imperfections.                                              on the electrical drawings.
 5. Soils Engineer shall verify that construction at site             minimum Grade 40 steel.                                      9. Built-up roof systems shall conform to the requirements                   door in where the nearest exposed of the glazing                                                                             2. Galvanized steel ductwork shall conform to ASTM A525        12. Testing and Adjustments:
                                                                                                                                                                                                                                                                      10800. TOILET AND BATH ACCESSORIES
    is in accordance with the recommendations and                  2. Fabricator shall submit shop drawings to Designer of            of CBC 1507.10                                                            is within a 24 inch arc of either vertical edge of                                                                              with a Class D coating.                                        Upon completion of all electrical work, the Electrical
    conclusions contained in soils report.                            other architectural metal fabrications such as               10. Care shall be taken not to damage or deface other work                   the door in a closed position and where the bottom     1. Furnish towel bars, toilet paper dispensers, etc. in               3. Flexible ductwork shall be "Glass-Flex Type SL" or             Contractor shall adjust and test all circuits, outlets,
 6. Before any concrete is placed, excavations shall be               balconies, decorative grilles window grilles, etc.              during roofing operations.                                                bottom exposed edge of the glazing is less than           all bathrooms and toilet rooms. Verify items and                      equal consisting of a galvanized spring steel wire             switches, lights and electrical equipment. Items,
    checked and approved by a qualified soils engineer to             unless specifically detailed on drawings.                                                                                                60 inches above the walking surface.                       placement with owner and designer.                                    helix covered with a continuous, non-perforated                fixtures, and parts in need of correction and
    insure compliance with the requirements of the soils           3. Metalwork surfaces to be welded shall be free of any        07620. SHEET METAL FLASHING AND TRIM:                                    vii. Glazing in an individual fixed or operable panel,                                                                               interior air seal liner and wrapped with a 1 inch              discovered during such testing shall be immediately
    report.                                                           paint, grease, loose scale and foreign matter. All                                                                                        other than those covered by items (v) & (vi.) which   DIVISION 11: EQUIPMENT                                                    thickness of glass fiber insulation jacketed with a            repaired or replaced with all new equipment and that
                                                                      welding shall conform to AWA standards.                      1. Roof attic vents shall be of size and quantity indicated on                have a glazed area in excess of 9 square feet,       -------------------------------------------------------------             vapor barrier jacket, factory sealed at both ends of           part of the system shall then be retested. All such
02520. PORTLAND CEMENT CONCRETE PAVING:                            4. Fabricator shall deliver finished components painted            drawings, 1/4 inch galvanized wire mesh screened.                         the exposed bottom edge is less than 18 inches                                                                                  each section. The flexible duct shall be labelled by           replacement or repair shall be done at no additional
                                                                      with a minimum of two coats of rust inhibitive primer.       2. Copper flashings shall be minimum 16 oz., uncoated                        above the floor, the exposed top edge is greater      11450. RESIDENTIAL EQUIPMENT                                              Underwriter's Laboratories, Inc. as an air duct.               cost to the owner.
 1. All non-structural exterior slabs shall be minimum             5. Fabrications shall have all required fastening points           finish. Galvanized iron flashings shall be min. 26 gauge.                 than 36 inches above the floor, and one or more                                                                              4. Duct supports:
    4 inches thick with #4 deformed bar reinforcement                 ready to recieve fasteners upon delivery to site.            3. All sheet metal flashings shall be installed in                           walking surfaces are within 36 inches horizontaly      1. Furnish appliances as indicated on drawings. Gas fired                a. Rectangular ducts with a maximum side not exceeding     16050. ELECTRICAL DEVICES:
    placed at 16 inches on center each way in middle third                                                                            workmanlike manner in compliance with standard industry                   of the plane of the glazing.                              appliances shall have intermittent ignition devices.                      30 inches shall be supported by 1 inch wide, 18
    of slab thickness. Slabs shall be placed over a               DIVISION 6: WOOD AND PLASTIC                                        practices to insure a clean, true to line, watertight                                                                            2. Plumbing and Electrical contractors shall provide hook-                   gauge galvanized steel straps.                          1. Furnish all electrical switches, outlets, boxes, etc.
    minimum of 3 inches of clean sand bedding.                    -------------------------------------------------------------       job.                                                          DIVISION 9: FINISHES                                                  up to utility service as applicable.                                  b. Rectangular ducts with a maximum side of more than          to complete job. Devices shall be complete in every
 2. Slabs shall be formed and finished to slope as                                                                                 4. Sealants and caulking furnished by Section 07900 shall        -------------------------------------------------------------                                                                                   30 inches shall be supported by 1 inch wide, 16            detail including all incidental items necessary for a
    indicated on Drainage/Grading Plan to within 1/4 inch         ---SEE STRUCTURAL DRAWINGS FOR STRUCTURAL                           be installed in conjunction with sheet metal flashings                                                                          DIVISION 12: FURNISHINGS                                                      gauge galvanized steel straps.                             proper and functioning installation.
    of specified elevations.                                      WOOD PRODUCTS AND METHODS SPECIFICATIONS---                         where applicable.                                             09220. PORTLAND CEMENT PLASTER:                                   -------------------------------------------------------------             c. Round, rigid ducts shall be supported by 1 inch          2. All outlets shall be mounted at 12 inches above
 3. All slabs shall receive light broom finish unless                                                                              5. Roof accessories or flashings installed on roof planes                                                                                                                                                        wide galvanized steel straps equal to gauge of duct        finish floor, except at kitchen and bath
    otherwise noted on drawings.                                  06200. FINISH CARPENTRY:                                            shall be painted to match roof material.                       1. Furnish and install all fiber glass reinforced portland       12100. Consult Designer for any special requirements.                         wall, minimum.                                             countertops, which shall be mounted at 42 inches
 4. Expansion, construction, and control joints shall be                                                                                                                                               cement exterior plaster, lath, joints, beading and wire                                                                                  d. Vertical rigid ducts shall be supported by                  above finish floor and at garages which shall be
    placed as indicated on drawings or at intervals to             1. Install all bath and washroom accessories.                                                                                       accessories, required flashings, paper backing, etc.           DIVISION 14: CONVEYING SYSTEMS                                                galvanized steel angles.                                   mounted at 48 inches above finish
    divide slab into maximum 400 sq. ft. / 8 lin. ft. sections.    2. Fabrications and installations by this section shall be                                                                          Plaster finish system shall be complete in every detail        -------------------------------------------------------------                                                                            floor; or as noted on drawings.
                                                                      clean and neat, and free of tooling marks, scratches                                                                             including all incidental items for a true, proper and                                                                                                                                                3. All exterior outlets shall be equipped with a
                                                                                                                                                                                                                                                                      14100. See drawings for residential elevator specificationss
                                                                      or other defacements of finished, visible surfaces.                                                                              functioning installation. All work shall conform to                                                                                                                                                     ground fault interupter and weather resistant
                                                                                                                                                                                                                                                                             where occur, if any.
                                                                                                                                                                                                       CBC 2507 and 2512 requirements.                                                                                                                                                                         faceplate.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        JOB NAME:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WEINER.lbk
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SCALE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N/A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3/14/2011




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           G2
                                                                                                                                                                                                                                                                                                                                                                                  REVISIONS:
                                                                                                                                                                                                                                                                          LIMIT OF NEW WORK
                                                                                                                                                                                                                                                                                                                DEMO PLAN NOTES
                                                                                                                                                                                                                                                                          BELOW EAVE LINE
                                                                                                                                                                                                                                                                                                                1   REMOVE EXISTING ELECTRICAL CONDUIT - TO BE REROUTED
                                                                                                                                                                                                                                                                                                                    INSIDE FRAMING CAVITY WITH NEW WORK

                                                                                                                                                                                                                                                                                                                2   REMOVE EXISTING ARCH HEAD FURRING AND PLASTER ALONG
                                                                                                                                                                                                                                                                                                                    THIS LINE

                                                                                                                                                                                                                                                                                                                3   REMOVE TILE WALL SILL DETAILING IN ARCH BAY


                                                                                                                                                                                                                                                                                                                4   REMOVE EXISTING WROUGHT IRON GATE


                                                                                                                                                                                                                                                                                                                5   REMOVE EXISTING WOOD GATE

                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                6   REMOVE EXISTING OUTLOOKER BEAM TO WALL PLANE. SHORE
                                                                                                                                                                                                                                                                                                                    BARGE RAFTER AS REQUIRED IN PREPARATION FOR NEW
                                                                                                                                                                                                                                                                                                                    SUPPORT PER CONSTRUCTION PLANS

                                                                                                                                                                                                                                                                                                                7   REMOVE ALL EXISTING EXTERIOR FINISHES FROM GARAGE
                                                                                                                                                                                                                                                                                                                    SOUTH WALL
                   E                                E                                          E                                                                                    E
                                                                                                                                                                                                                                                                                                                8   REMOVE WOOD AND PLASTER STRINGLINE TRIM

                  4'-0"
                  5'-0"




                                                6'-0"
                                                6'-8"




                                                                                              5'-0"
                                                                                              3'-6"




                                                                                                                                                                                   2'-6"
                                                                                                                                                                                   6'-8"
                                                                                                                                                                                                                                                                                                                9   REMOVE EXISTING WOOD CASINGS AND PANELING AT WINDOW




                                                                                                                                                                                                                         2'-8"
                                                                                                                                                                                                                         6'-8"
                                                                                                                                                                                                                                                                                                                    OPENINGS

                                                                                                                                                                                                                          E                                                                                    10   REMOVE EXISTING DECORATIVE BATTERED BUTRESS. ALSO
         4'-0"
                                                                                                                                                                                                                                                                                                                    REMOVE ASSOCIATED FOUNDATION SLAB TO 6 INCHES BELOW
     E




         5'-0"                                                                                                                                                                                                                                                                                                      GRADE
                                                                                                                                                                                                                                                                                              6
                                                                                                                                                                                                                                                                                                               11   REMOVE EXISTING FLATWORK SLAB




                                                                                                                                                                                   2'-4"
                                                                                                                                                                                   6'-8"
                                                                                                                                                                                                                                                              8'-0"




                                                                                                                                                                                                                                                          R
                                                                                                                                                                                                                                                              7'-1 3/4"                                        12   REMOVE PORTION OF EXISTING CONCRETE LANDSCAPE WALL
                                                                                                                                                                                    E

                                                                                                                                                                                                                                                                                                               13   REMOVE EXISTING PLASTER AT PILASTER ELEMENT - TO BE
                                                                                                                                                                                                                                                                                                                    REFINISHED WITH NEW WORK

                                                                                                                                                                                                                                                                                                               14   REMOVE EXISTING PLASTER AT WALL BELOW EXISTING
         9'-9"                                                                                                                                                                                                                                                                                                      STRINGLINE TRIM
                                                                                                                                                                 2'-6"
     E




                                                                                                                                           E




                                                                                                                                                                           E
         6'-8"                                                                                                                                                   6'-8"                                                                                                                                         15   REMOVE EXISTING RAFTERS CROSSING ENTRY LOGGIA ABOVE




                                                                                                                                          2'-0"
                                                                                                                                          6'-8"
                                                                                                                                                                                                    2'-8"




                                                                                                                                                                                                E
                                                                                                                                                                                                    6'-8"                                                                                                      16   RIP EXISTING FASCIA TO 8x NOMINAL WIDTH ALONG NORTH EAVE
1




                                                                                                                                                                                                                                                                                                                                                                                WEINER RESIDENCE
                                                                      2'-10"
                                                                                                                                                                                                                                                              8'-0"




                                                                      6'-8"




                                                                                                                                                                                                                                                          R
                                                                                                                                                                                                                                                                                              6
                                                                                                                                                                                                                                                              7'-1 3/4"
                                                                         E




                                                                                                                                                                           4'-0"
                                                                                                                                                                           1'-6"
                                                                                                                                                                                                                                                                                              7
                                            E




                                                                                                                                                                                                                                                                                                                                                                                                   19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
                                        3'-6"
                                        6'-8"
                                                                                                                                                                            E



                                                                                                                                               8'-0"




                                                                                                                                                       E
                                                                                                                                               5'-0"

                                                                                                                                                           9
                                                                                                                                                                                                                                                              8'-0"




                                                                                                                                                                                                                                                          R
                                                                                                                                                                                                                                                              7'-1 3/4"

                                                                                                                                                                            15                                                                                                                6
         5'-0"
     E




         5'-0"
                                                                                                                                                           10               11




                                                                                                                                                           8                                                        13
                                                                                                                                                                                                                                             8
                                                                                                                        8                                  2                11                                      1

                                                                                                        6'-0"
                                                                                                                R




                                                                                                      10'-11"           9       13                         8                                                        4
         8'-10"                                                                                                                                                                                                                              2       11                                           12
                                                                                                                    R
     E




         6'-8"                                                    E
                                                                                                                5'-0"
                                                                                                                5'-0"
                                                                2'-11"
                                                                 6'-8"




16
                                                                                                                                 4'-10"
                                                                                                                                                                                                                                             3
                                                                                                                            E




                                                        6'-0"                                                                    8'-0"
                                                                      E




                                                        6'-8"                                                                                                                                                                    6'-0"




                                                                                                                                                                                                                                         R
         5'-0"                                                                                                                                                                                                                   6'-6"
     E




         5'-0"                                                                                                                                                                                                                               2




                                                                                  1'-9"                                                                          4'-10"
                                            1'-6"
                                                                                                                                                                            E
                                                                                          E




                                                                                                                                                                   8'-0"
                                        E




                                            1'-9"                                 7'-8"
                                                                                          E                                                                      E

                                                                                                                                                                                                                                                                                                                DEMO PLAN LEGEND
                                                                                                                                                                                                                                             13
                                                                                      2'-6"
                                                                                      6'-8"




                                                                                                                                                                2'-6"
                                                                                                                                                                6'-8"




1                               5'-0"
                           E




                                                            2'-0"
                                                            6'-8"




                                6'-8"
                                                                                                                                                                                                                                             2                                                                                EXISTING WALLS TO REMAIN
                                                                 E
         8'-0"
     E




                                                                                                                                                                                                                                                                                                                              EXISTING WALLS TO BE REMOVED
                                                                                                                                                                                                       6'-11 1/4"




         6'-8"
                                                                                                                                                                                                       8'-0"
                                                                                                                                           2'-6"
                                                                                                                                           6'-8"




                                                                                                                                                                2'-6"
                                                                                                                                                                6'-8"




                                                                                                                                                                                                                                                                                                                E   EXISTING DOOR TO REMAIN

                                                                                                                                               E                 E                                          E
                                                                                                                                                                                                                                                                                                                R   EXISTING DOOR TO BE REMOVED
                                                                          2'-2"
                                                                                  E




                                                                          6'-8"                                                                                                                                                                                                                                 E   EXISTING WINDOW TO REMAIN
                               4'-0"
                           E




                               7'-6"                                                                                                                                                                                                                                                                            R   EXISITNG WINDOW TO BE REMOVED


                                                                                                                                                                                                                                             8
         8'-0"
     E




         6'-8"                                                            2'-2"
                                                                                  E




                                                                          6'-8"                                                                                                                                                              14




                                                                                                                                                                                                                                                                                                                ADDITIONAL NOTES
                                                                                    1'-11"
                   4'-0"
                   6'-8"




                                                                                    4'-0"




                                                                                                                                     4'-0"
                                                                                                                                     1'-6"




                                                                                                                                                                                        6'-0"
                                                                                                                                                                                        4'-0"




                                                                                                                                                                                                                                                                                                               A. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS

                    E                                                                 E                                               E                                                    E                                                                                                                   B. REMOVE ALL EXISTING ROOF GUTTERS AND DOWNSPOUTS

                                                                                                                                                                                                                                                                                                               C. PRESERVE EXISTING EXTERIOR PLASTER FINISH TO REMAIN AS
                                                                                                                                                                                                                                 LIMIT OF NEW WORK
                                                                                                                                                                                                                                                                                                                  PRACTICABLE
                                                                                                                                                                                                                                 BELOW EAVE LINE
                                                                                                                                                                                                                                                                                                                                                                               JOB NAME:
                                                                                                                                                                                                                                                                                                                                                                                  WEINER.lbk
                                                                                                                                                                                                                                                                                                                                                                               SCALE:




                                                                                                                                                                                                                                                                                                       NORTH
                                                                                                                                                                                                                                                                                                                                                                                  1/4" = 1'-0"
                                                                                                                                                                                                                                                                                                                                                                               DATE:
                                                                                                                                                                                                                                                                                                                                                                                  3/14/2011




                                                                                                                                                                                                                                                                                         DEMOLITION PLAN                                                                           D1
                                                                                                                                                                                                                                                                                                                                                                              REVISIONS:
                                                                                                                                                                                                                                                                                                               SITE PLAN NOTES
                                                                                                                 1                                    9              9                  3   9        18         17
                                                                                                                                                                                                                                                                                                               1   PROPERTY LINE


                                                                                                                                                                                                                                                                                                               2   EXISTING SIDEWALK, CURB AND GUTTER TO REMAIN. PROTECT

                                                                                       LOT 2                                                                                                                         A = 0° 52' 51"
                                                                                                                                                                                                                     L = 6.10'                                                                                 3
                                                                                                                                                                                                                                                                                                                   DURING CONSTRUCTION

                                                                                                                                                                                                                                                                                                                   EXISTING PROPERTY LINE FENCE - PROTECT DURING
                                                                                                                                                                                                                                                                                                                   CONSTRUCTION
                                                                                                                            J                       H          G                                                     R = 397.00'
                                        5' 06" W
                                 N 34° 5 .                                                                                                                                                                                                                                   ' 59" W
                                                                                                                     Undefined Value         Undefined Value   A7
                                                                                                                                                                                                                                                                     N 33° 54
                                                                                                                                                                                                                                                                                                               4   EXISTING DRIVEWAY TO REMAIN. SANDBLAST TO HARMONIZE
                                      RAD                                                                                                                                                                                                                                                                          WITH NEW FLATWORK
                                                                             N 25° 44' 38" W                                     175.40'                                                                                                                                  RAD.         8
                                                                                                                                                                                                                                                                                                               5   EXISTING TOP OF SLOPE TO REMAIN UN-ALTERED

                                                                                                                                                                                                                                                                                       9
                                                                                                                                                                                                                                                                                                               6   EXISTING DRAIN OUTLET AT FACE OF CURB
                                                                                                                                                                                                                                                                                       15
                                                                                                                                                                                                                                                                                                               7   EXISTING POOL SECURITY FENCING TO REMAIN UN-ALTERED
                                                                                                                                                                                                                                                                                       6                           PROTECT DURING CONSTRUCTION

                                                                                                                                                                                                                                                                                                               8   EXISTING WOOD FENCE AT SIDEYARD TO REMAIN. FINISH
                                                                                                                                                                                                                                                                                       8
                                                                                                                                                                                                                                                                                                                   STREET FACING SIDE WITH EXTERIOR CEMENT PLASTER
                                                                                                                                                                                                                                                                                                                   OVER PAPER-BACKED LATH TO MATCH HOUSE. PROVIDE
                                                                                                                                                                                                                                                                                                                   ALTERNATE BID FOR FACING WITH PAINTED FIBER-CEMENT
                                                                                                                                                                                                                                                                                                                   PANEL CLADDING

                                                                                                                                                                                                                                                                                       1                       9   EXISTING CONCRETE FLATWORK TO REMAIN UN-ALTERED
                                                                                                                                                                                   F
                                                                                                                                                                                   A7
                                                                                                                                                                                                                                                                                                              10   EXISTING CONCRETE LANDSCAPE WALL TO REMAIN - INSTALL
                                                                                                                                                                                                                                                                                                                   NEW EXTERIOR PLASTER PARGE FINISH TO MATCH HOUSE
                                                                                               A                                                                                                                                                                                  A
                                                                                               A6                                                                                                                                                                                 A6                          11   NEW CONCRETE FLATWORK WITH SANDBLASTED FINISH


                                                                                                                                                                    12             16                                                                                                                         12   NEW LANDSCAPE PER OWNER - PROVIDE SEPERATE BID
                  R = 233.00'




                                                                                                                                                                                                                                                                                       4
   TERRACE




                                                                                                                                                                                                                                                                                                              13   NEW CAST-IN-PLACE CONCRETE SITE WALL WITH EXTERIOR
                                                                                         9                                                                                                                                                                                                                         PLASTER PARGE FINISH TO MATCH HOUSE
                                                                                                                                                                                                          E
                                                                                                                                                                                                          A7                                                                                                  14   NEW STEEL ENTRY GATE AND SIDE PANELS WITH GRAY




                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                                                                                                                                                                                   METALIZED FINISH




                                                                                                                                                                                                                                                                                            TERRAC
                                                                                                                                                                    11                                                                          X                                                             15   NEW STEEL SIDEYARD GATE WITH GRAY METALIZED FINISH.
                                                                                               B                                                                                                12                             12        Undefined Value                          B                                PROVIDE ALTERNATE BID FOR REPLACEMENT WOOD GATE
                L = 81.88'




                                                                                               A6                                                                                                                                                                                 A6




                                                                                                                                                                                                                                                                                                                                                                            WEINER RESIDENCE
                                                                                                                                                                                                                                                                                                              16   NEW CAST-IN-PLACE CONCRETE DOWNSPOUT RECEPTOR
                                                                                                                                                                                                                                                                                                                   WITH EXTERIOR PLASTER PARGE FINISH TO MATCH HOUSE.
                                                                                                                                                                                                                                                                                                                   FILL WITH 1/2" MINUS PEA GRAVEL. TIE DOWNSPOUT OUTLET
                                                                                                                                                                                                                                                                                       13                          INTO EXISTING DRAIN PIPING WITH 3" SCH. 40 PVC RISER

                                                   LOT 1                                       C
                                                                                               A6
                                                                                                                                                                                                14                                                                                C
                                                                                                                                                                                                                                                                                  A6
                                                                                                                                                                                                                                                                                                              17   TIE DOWNSPOUT OUTLET INTO EXISTING DRAIN PIPING WITH
                                                                                                                                                                                                                                                                                                                   3" SCH. 40 PVC RISER

                                                                                                                                                                                                                                                                                       6                      18   LINE OF ROOF EAVE ABOVE
               A = 20° 08' 07"




                                                                                                                                                                                                                                                                                                                                                                                               19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
                                                                                                                                                                              12                12                                                                                     11

                                                                                         18                         EXISTING ONE-STORY
                                                                                                                 SINGLE FAMILY RESIDENCE                                                                             11   10                13 X
                                                                                                                                                                                                                                         Undefined Value
                                                                                                                                                                                                                                                                                       2
CROYDEN




                                                                         5




                                                                                                                                                                                                                                                                                                D
                                                                                                                         TO REMAIN                                                 F




                                                                                                                                                                                                                                                                                                 NORWOO
                                                                                                                                                                                   A7




                                                                                                                                                                                                                                                           104.50'
                                                                                                                                                                                                          E
                                                                                                                                                                         D                                A7                        D
                                                                                                                                                                         A7                                                         A7



                                                                                                                                                                                                           18

                                                                                                                                                                                                                                    12


                                                                                         17                                                                                                                17




                                                                                                                                                                                                           9


                                                                                                                                                                                                                                    5
                                                                                                                            J                       H          G
                                                                                                                     Undefined Value         Undefined Value   A7


             A = 83° 44' 51"




                                                                                                                                                                                                                                                                     52" E
             L = 30.70'                                                                                                                                                                                    7
             R = 21.00'




                                                                                                                                                                                                                                                                      N 56° 57'
                                                                                                                                                                                                                                                   A = 96° 43' 22"
                                                                                              A = 17° 4
                                                                                                                                                                                                                                                   L = 28.70'                                                  ADDITIONAL NOTES
                                                                                                       6' 56"                                                                                                                                      R = 17.00'
                                                                                                                L = 162.0                                                                                                                                                                                     A. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS
                                                                                                                         1'            R = 522.
                                                                                                                                               00'                                                                                                                                                            B. FINISH GRADES SHALL SLOPE MINIMUM 2% AWAY FROM THE
                                                                                                                                                                                                                                                                                                                 STRUCTURE AND MINIMUM 1% TORWARDS FRONT OF PROPERTY




                                                           EDGE
                                                                  HILL
                                                                                                                                                                                                                                                                                                                                                                           JOB NAME:

                                                                                         DRIVE                                                                                                                                                                                                                                                                                WEINER.lbk
                                                                                                                                                                                                                                                                                                                                                                           SCALE:
                                                                                                                                                                                    1




                                                                                                                                                                                                                                                                                                      NORTH
                                                                                                                                                                                                                                                                                                                                                                              1/8" = 1'-0"
                                                                                                                                                                                                                                                                                                                                                                           DATE:
                                                                                                                                                                                                                                                                                                                                                                              3/14/2011




                                                                                                                                                                                                                                                                     SITE PLAN                                                                                                  A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          REVISIONS:
                                          J                               H                                                                            G
                                                                                                                                                                                                                                                                                                                    18               3                          1                                                                FLOOR PLAN NOTES
                                   Undefined Value                 Undefined Value                                                                     A7
                                                                                                                                                                                                                                                                                                                                                                                                                                 1        PROPERTY LINE


                                                                                                                                                                                                                                                                                                                                                                                                                                 2        EXISTING SIDEWALK, CURB AND GUTTER TO REMAIN. PROTECT
                                                                                                                                                                                                                                                                                                                                                                                                                                          DURING CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                    2
                                                                                                                                                                                                                                                                                                                                                                                                                                 3        EXISTING PROPERTY LINE FENCE - PROTECT DURING
                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                         8
                                                                                                                                                                                                                                                                                                                                                                                                                                 4        EXISTING DRIVEWAY TO REMAIN. SANDBLAST TO HARMONIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                          WITH NEW FLATWORK

                                                                                                                                                                                                                                                                                                                                                                                                                                 5        EXISTING TOP OF SLOPE TO REMAIN UN-ALTERED


                                                                                                                                                                                                                                                                                                                                                                                                                                 6        EXISTING DRAIN OUTLET AT FACE OF CURB

                                                                                                                                                                                                                                                                                                                                                                         15
                                                                                                                                                                                                                                                                                                                                                                                                                    6            7        EXISTING POOL SECURITY FENCING TO REMAIN UN-ALTERED
                                                                                                                                                                                                                                                                                                                                    17                                                                                                    PROTECT DURING CONSTRUCTION

                                                                                                                                                                                                                                                                                                                                                                         9                                                       8        EXISTING WOOD FENCE AT SIDEYARD TO REMAIN. FINISH
                                                                                                                                                                                                                                                                                                                                                                                                                                          STREET FACING SIDE WITH EXTERIOR CEMENT PLASTER
                        E                                                           E                                                 E                                                                                                                                                                                                                                                                                                   OVER PAPER-BACKED LATH TO MATCH HOUSE. PROVIDE
                                                                                                                                                                                                                                                                                                                                                                         8                                                                ALTERNATE BID FOR FACING WITH PAINTED FIBER-CEMENT
                                                                                                                                                                                                                                           E

                       4'-0"
                       5'-0"




                                                                                6'-0"
                                                                                6'-8"




                                                                                                                                  5'-0"
                                                                                                                                  3'-6"
                                                                                                                                                                                                                                                                                                                                                                                                                                          PANEL CLADDING




                                                                                                                                                                                                                                        2'-6"
                                                                                                                                                                                                                                        6'-8"
                                                                                                                                                                                                                                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                                                 9        EXISTING CONCRETE FLATWORK TO REMAIN UN-ALTERED




                                                                                                                                                                                                                                                                               2'-8"
                                                                                                                                                                                                                                                                               6'-8"
                                                                                                                                                                                                                                                                                                                                                                                                                                10        EXISTING CONCRETE LANDSCAPE WALL TO REMAIN - INSTALL
              4'-0"                                                                                                                                                                                                                POWDER                                       E
                                                                                                                                                                                                                                                                                                                                                                                                                                          NEW EXTERIOR PLASTER PARGE FINISH TO MATCH HOUSE
          E




              5'-0"                                                                                                                                                                                                                       110                                                                                                                            20
                                                                                                                                                                                                                                         H: 8'-0"                                                                                                                                                                               11        NEW CONCRETE FLATWORK WITH SANDBLASTED FINISH

                                                                         NOOK                                                                          KITCHEN
                                                                                                                                                              107




                                                                                                                                                                                                                                         2'-4"
                                                                                                                                                                                                                                         6'-8"
                                                                               106                                                                                                                                                                                                                                                       8'-0"                                                                                  12        NEW LANDSCAPE PER OWNER - PROVIDE SEPERATE BID




                                                                                                                                                                                                                                                                                                                                                 01
                                                                                                                                                             H: 8'-7"
                                                                             H: 13'-3"                                                                                                                                                                                                                                                   7'-0"
                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                                                                                                                                                                13        NEW CAST-IN-PLACE CONCRETE SITE WALL WITH EXTERIOR
                                                                                                                                                                                                                                                 F                                                                                                                                                                                        PLASTER PARGE FINISH TO MATCH HOUSE
                                                                                                                                                                                                                                                 A7
                                                                                                                                                                                                                                                                                                                                                                                                                                14        NEW STEEL ENTRY GATE AND SIDE PANELS WITH GRAY
                                                                                                                                                                                                                                                                                                                                                                                                                                          METALIZED FINISH
              9'-9"                 FAMILY                                                                                                                                                                                   LAUNDRY
                                                                                                                                                                                                                     2'-6"                                                                                                                                                                                                      15        NEW STEEL SIDEYARD GATE WITH GRAY METALIZED FINISH.
          E




                                                                                                                                                                                            E                                        109




                                                                                                                                                                                                                               E
A             6'-8"                      105
                                                                                                                                                                                                                     6'-8"          H: 8'-0"                                                                                                                                                                             A                PROVIDE ALTERNATE BID FOR REPLACEMENT WOOD GATE
A6                                     H: 13'-3"                                                                                                                                                                                                                                                                                                                                                                         A6




                                                                                                                                                                                          2'-0"
                                                                                                                                                                                          6'-8"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WEINER RESIDENCE
                                                                                                                                                                                                                                                               2'-8"                                                                                                                                                            16        NEW CAST-IN-PLACE CONCRETE DOWNSPOUT RECEPTOR




                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                               6'-8"                                                                                                                                                                      WITH EXTERIOR PLASTER PARGE FINISH TO MATCH HOUSE.
                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL WITH 1/2" MINUS PEA GRAVEL. TIE DOWNSPOUT OUTLET
                                                                                                                                                                                           PANTRY                                                                                                                                                                                                                                         INTO EXISTING DRAIN PIPING WITH 3" SCH. 40 PVC RISER
                                                                                                                                                                                                 108
                                                                                                                                                                                                                                                                                                    GARAGE                                                                                                                      17        TIE DOWNSPOUT OUTLET INTO EXISTING DRAIN PIPING WITH




                                                                                                      2'-10"
                                                                                                                                                                                                H: 8'-0"                                                                                                                                 8'-0"




                                                                                                      6'-8"




                                                                                                                                                                                                                                                                                                                                                 02
                                                                                                                                                                                                                                                                                                          101                                                                                                                             3" SCH. 40 PVC RISER
                                                                                                                                                                                                                                                                                                                                         7'-0"
                                                                                                                                                                                                                                                                                                         H: 8'-7"                                                                                                   4
                                                                                                         E                                                                                                                                                                                                                                                                                                                      18        LINE OF ROOF EAVE ABOVE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
                                                                                                                                                                                                                               4'-0"
                                                                                                                                                                                                                               1'-6"
                                                                                                                                                                                                                                                                                                                                                                                                                                19        NEW IN-WALL MAIL BOX
                                                                         E
                                                                       3'-6"
                                                                       6'-8"

                                                                                                                                                                        22                                                      E                                                                                                                                                                                               20        GARAGE SOUTH WALL SHALL HAVE ALL EXISTING FINISHES
                                                                                                                                                                                                                                                                                                                                                                                                                                          REMOVED, BE FURRED OUT 3 1/2" AND FINISHED WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                          EXTERIOR CEMENT PLASTER OVER PAPER BACKED LATH TO
                                                                                                                                                                                                                                                                                                                          E                                                                                                               MATCH EXISTING BUILDING PLASTER FINISH
                                                                                                                                      DINING                                                     8'-0"
                                                                                                                                                                                                                                                                                                                          A7




                                                                                                                                                                                                            E
                                                                                                                                             103                                                 5'-0"                                                                                                                                                                   18                                                     21        FILL IN EXISTING ARCH OPENING WITH 2x4 STUDS @ 16". FINISH
                                                                                                                                            H: 8'-0"                                                                                                                                                                                                                                                                                      WITH NEW EXTERIOR CEMENT PLASTER OVER PAPER BACKED
                                                                                                                                                                                                                                   18          16                                                                                                                                                                                         LATH. WILL REQUIRE INSTALLATION OF CONCRETE CURB AT
                                                                                                                                                                                                                                                                                                                                         8'-0"                                                                                            BASE FOR SUPPORT




                                                                                                                                                                                                                                                                                                                                                 03
                                                                                                                                                                                                                                                                                                                                         7'-0"                                                                                  22        INSTALL NEW CASING AT REPLACED DOOR AND WINDOWS TO
                                                                                                                                                                                                                                                                                                                                                                                                         X
B                                                                                                                                                                                                                                                                                                                                                                                                                        B                MATCH EXISTING INTERIOR CASINGS
                                                                                                                                                                                                                                                                                                    12                         19                                                           12     13
                                                                                                                                                                                                                                                                                                                                                                                                  Undefined Value
A6                                                                                                                                                                                                                                                                                                                                                                                                                       A6
                                                                                                                                                                                                                                                                                                                                                                                                                                23        REMOVE EXISTING PLASTER BELOW EXISTING WOOD STRINGLINE
              5'-0"                                                                                                                                                                                      12     11                                                                                                                                                       20
                                                                                                                                                                                                                                                                                                                                                                                                                                          TRIM AT WALL AND FURR LOWER PORTION OF WALL FLUSH TO
          E




              5'-0"                                                                                                                                                                                                                                                                                                                                                                                                                       EXSITING TRIM. FINISH ENTIRELY WITH NEW 20-40 SAND FINISH
                                                                                                                                                                                                                                                                                                                                                                                                                                          PLASTER
                                                                                                                      22




                                                                                                                                                                                                                                                                                                                                                                                                                           11

                                                                                                  ENTRY                                             6'-0"
                                     LIVING
                                                                                                                                                               04




                                                                                                                                                                                                                                                                                               14
                                                                                                        102                                     7'-6 1/2"
C                                        104                                                           H: 8'-0"                                                                                                                                                                                                                                                                                                          C
A6            8'-10"                                                                                                                                                                                                                                                                                                                                                                                           15        A6
                                       H: 13'-3"                                                                                                                  01
          E




                                                                                                                                                                                                                                                                                                                                                                                                              AD1
              6'-8"
                                                                                                  E
                                                                                                                                                               5'-0"
                                                                                                                                                               2'-0"




                                                                                                                                                                                                                                                                                                                                                                                                                           6
                                                                                                2'-11"
                                                                                                 6'-8"




                                                                                                                                                                                                                                                                                                                                                                                                  15           14
                                                                                                                                                                                                                                                                                                                                                                                                 AD1          AD1


                                                                                                                                                                                                                                                                                                                     12

                                                                                                                                                             22                                                                                12                                                                                                                                                                          12
                                                                                                                                                                                            CLOSET
                                                                                                                                                                                 4'-10"
                                                                                                                                                                                                                                                                                                                                                                                                                                 ADDITIONAL NOTES
                                                                                                                                                                             E




                                                                                        6'-0"                                                                                                    112
                                                                                                                                                                                 8'-0"




                                                                                                                                                                                                                                                                                                                                                                              EXST.
                                                                                                      E




                                                                                                                                                                                                H: 8'-0"




                                                                                                                                                                                                                                                                                                                                                                                      NEW
                                                                                        6'-8"                                                                                                                                                                                          6'-0"




                                                                                                                                                                                                                                                                                               02
              5'-0"                           1                                                                                                                                                                                                                                        3'-6"                                                                                                                                    A. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS
                                          4       2                                                                                   OFFICE                                                                                            BEDROOM 3
          E




                                                                                                                                                                                                                                                                                                                                                      10   11                                      13
              5'-0"                           3                                                                                                                                                                                                                                                                                                                                                                                 B. FOR ALL SECURITY REQUIREMENTS IN CITY OF IRVINE, REFER TO
                                                                                                                                           111                                                                                                       123                                                                                                                                                 X
                                                                                                                                          H: 8'-0"                                                                                                  H: 8'-0"                                                                                                                                      Undefined Value                  SECURITY CODE SECTION 5-9-516, AVAILABLE AT CITY'S WEBSITE

                                                                                                                                                                                                                                                                                                                                                                                                                                C. SEE SHEET A7 FOR DOOR AND WINDOW SCHEDULES
                                                                                                                                                                                             CLOSET                  4'-10"
                                                                          1'-6"                                   1'-9"
                                                                                                                                                                                                                                E




                                                                                                                                                                                                  124                                            F
                                                                                                                          E




                                                                                                                                                                                                                       8'-0"
                                                                     E




                                                                          1'-9"                                   7'-8"                                                                          H: 8'-0"
                                                                                                                                                                                                                                                 A7
                                                                                          CLOSET                          E                                                                                          E
                                                                                                114
                                                                                                                      2'-6"
                                                                                                                      6'-8"




                                                                                                                                                                                                                 2'-6"
                                                                                                                                                                                                                 6'-8"




                                                           5'-0"
                                                      E




                                                                                            2'-0"
                                                                                            6'-8"




                                                           6'-8"
                                                                                                                                                                                                                                                                CLOSET                                   21
                                                                                                 E
                                                                                                                                                       HALL                                                                                                        122


                                                                                                                                                                                                                                                                                                                                                                                                                                 FLOOR PLAN LEGEND
                                                                                                                                                         113                                                                                                      H: 8'-0"
              8'-0"                                                                                                                                     H: 7'-4"
          E




                                                                                                                                                                                                                                                                  6'-11 1/4"




              6'-8"
                                                                                                                                                                                                                                                                  8'-0"
                                                                                                                                                                                            2'-6"
                                                                                                                                                                                            6'-8"




                                                                                                                                                                                                                 2'-6"
                                                                                                                                                                                                                 6'-8"




                                                                                                                                                                                                                                                                                                                                                                                                                                                        NEW WALL CONSTRUCTION
                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                E                    E                                                 E                                                  A7                                                                              2                                             EXISTING WALLS TO REMAIN
                                MASTER BEDROOM
                                        115                                                               2'-2"               CLOSET                                                                                     D                                                                                                                                          D
                                                                                                                  E




                                      H: 13'-3"
                                                                                                          6'-8"                   117                                                                                    A7                                                                                                                                         A7
                                                                                                                                 H: 8'-0"                                                                                                                                                                                                                                                                 1                      E        EXISTING DOOR TO REMAIN
                                                          4'-0"
                                                                                                                                                                                     BATH
                                                      E




                                                          7'-6"     LAVATORY
                                                                          116
                                                                                                                                                                                           120
                                                                                                                                                                                          H: 8'-0"
                                                                                                                                                                                                                                        BEDROOM 2                                                                                                                                                         5
                                                                                                                                                                                                                                                                                                                                                                                                                                  #       NEW DOOR ASSEMBLY PER DOOR SCHEDULE
                                                                         H: 8'-0"                                                                                                                                                                    121
                                                                                                                                                                                                                                                    H: 8'-0"                                                                                                                                                                     E        EXISTING WINDOW TO REMAIN
              8'-0"
          E




              6'-8"                                                                                       2'-2"
                                                                                                                                                                                                                                                                                                         23                                                                                                                       #       NEW WINDOW ASSEMBLY PER WINDOW SCHEDULE
                                                                                                                  E




                                                                                                          6'-8"
                                                                                                                          W.C.                SHOWER
                                                                                                                            118                    119
                                                                                                                           H: 8'-0"               H: 8'-0"

                                                                                                                                                                                                                                                                                                         18
                                                                                                                                                                                                                                                                                                                                                                                                                                 SYMBOL LEGEND
                                                                                                                    1'-11"
                        4'-0"
                        6'-8"




                                                                                                                    4'-0"




                                                                                                                                                                                    4'-0"
                                                                                                                                                                                    1'-6"




                                                                                                                                                                                                                                               6'-0"
                                                                                                                                                                                                                                               4'-0"




                                                                                                                                                                                                                                                                                                                                                                                                                                      #     DOOR MARKER
     17                                                                                                                                                                                                                                                                                                  17
                         E                                                                                            E                                                               E                                                             E
                                                                                                                                                                                                                                                                                                                                                                                                                                      #     WINDOW MARKER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       JOB NAME:
                                                                                                                                                                                                                                                                                                                                                                                                                                   ID                                                                     WEINER.lbk
                                                                                                                                                                                                                                                                                                                                                                                                                                                       DETAIL MARKER
                                                                                                                                                                                                                                                                                                                                                                                                                                  PAGE                                                                 SCALE:




                                                                                                                                                                                                                                                                                                                                                                                                                        NORTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1/4" = 1'-0"
                                                                                                                                                                                                                                                                                                          9
                                                                                                                                                                                                                                                                                                                                                                                                                                      ID                                                               DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                       BUILDING OR WALL SECTION MARKER
                                                                                                                                                                                                                                                                                                                                                                                                                                     PAGE                                                                 3/14/2011
                                                                                                                                                                                                                                                                                                          7
                                                                                                                                                                                                                                                                                                                                                                                                                                            KEYNOTE MARKER. CORRELATES TO NOTES LISTED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                      #
                                                                                                                                                                                                                                                                                                                                                                                                                                            COLUMN ON THAT PAGE ONLY



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            A2
                                          J                               H                                                                            G
                                   Undefined Value                 Undefined Value                                                                     A7


                                                                                                                                                                                                                                                                                                                                                                                                 FLOOR PLAN                     ROOM NAME
                                                                                                                                                                                                                                                                                                                                                                                                                                             100
                                                                                                                                                                                                                                                                                                                                                                                                                                            H: 8'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                              ROOM INDENTIFIER. INDICATES ROOM NAME,
                                                                                                                                                                                                                                                                                                                                                                                                                                                              ROOM NUMBER AND CEILING HEIGHT
                                                                                                                                                                                                                                                        REVISIONS:
                      J                 H              G
                                                                                                                                                                                         CEILING PLAN NOTES
               Undefined Value   Undefined Value       A7
                                                                                                                                                                                          1   NEW 5 INCH SQUARE METAL GUTTERS AT ALL EAVES AND
                                                                                                                                                                                              BARGES WITH GRAY METALIZED FINISH TO MATCH NEW ENTRY
                                                                                                                                                                                              AND SIDEYARD GATE IRONWORK

                                                                                                                                                                                          2   NEW THREE-TIERED FIBER-CEMENT PANEL SOFFIT AT
                                                                                                                                                                                              EXISTING EAVES AND BARGES. EXISTING EAVE STRUCTURE
                                                                                                                                                                                              WILL REQUIRE SOME REPAIR AND SHIMWORK TO PREPARE
                                                                                                                                                                                              FOR NEW SOFFIT FINISH

                                                                                                                                                                                          3   NEW EXTERIOR CEMENT PLASTER OVER PAPER BACKED
                                                                                                                                                                                              EXPANDED METAL LATH WITH TEXTURE TO MATCH EXISTING
                                                                                                                                                                                              BUILDING PLASTER WORK
                                        2      1                                                                                    1   2   7
                                                                                                                                                                                          4   NEW EXTERIOR CEMENT PLASTER WITH 20-40 SAND FINISH
                                                                                                                                                                                              OVER PAPER BACKED EXPANDED METAL LATH

                                                                                                                                                                                          5   NEW 2 INCH DIA. STEEL PIPE OUTRIGGERS BORED THROUGH
                                                                                                                                                                                              EXISTING BARGE AND TWO COMMON RAFTERS TO SUPPORT
                                                                                                                          01                                                                  BARGE UPON REMOVAL OF EXISTING OUTLOOKERS
                                                                                                                         AD1
                                                                02                                                                                                                        6   NEW BRONZE CUP CHAIN DOWNSPOUT TO SITE DRAINAGE
                                                                AD1                                                                                                                           PIPING INLET AT GRADE

                                                                                                                                                                                          7   NEW 2"x3" RECTANGULAR DOWNSPOUT TO SITE DRAINAGE
                                                                                                                                                                                              PIPING INLET AT GRADE

                                                                                                                                                                                          8   DRIP HOLE AT GUTTER BOTTOM

                                                                                                                                                      5
                                                                                                                                                                                          9   DAM GUTTER HERE




                                                                                                   F
                                                                                                   A7




A                                                                                                                                                                                  A
A6                                                                                                                                                                                 A6




                                                                                                                                                                                                                                                      WEINER RESIDENCE
                                                                                                                                                      5
                                                                                        02
                                                                                                    6
                                                                                       AD1

                                                                                                                                                07
                                                                                                                                                AD1




                                                                                                                                                                                                                                                                         19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
                                                                             01
                                                                            AD1                                                    E
                                                                                                                                   A7


                                                                                  1
                                                                                              09
                                                                                             AD1
                                                                                  2
                                                                                                                                                                      X
B                                                                                                                                                                                  B
                                                                                                                                                               Undefined Value
A6                                                                                                                                                                                 A6
                                                                                                               8
                                                            3



                                                                                                                                                      5

     1

                                                                                  4
     2

                                                                                  9                 02    08
                                                                                                   AD1   AD1
C                                                                                                                         01                                                       C
A6                                                                                                                       AD1                                                       A6




                                                                                                                               4


                                                                                                                               1
          01
         AD1                                                                                                                   2
                                                                                                                                                                      X
                                                                                                                                                               Undefined Value




                                                                                                   F
                                                                                                   A7




                                                                                                                   03
                                                                                                                                   E
                                                                                                                   AD1             A7

                                                                                  D                                                                       D
                                                                                  A7                                                                      A7




                                                                                                                                                                                         ADDITIONAL NOTES
                                                                                                                   01
                                                                                                                   AD1




                                                                                                                                                                                         A. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS

                                                                                                                                                                                         B. EXISTING INTERIOR CEILINGS TO REMAIN UN-ALTERED



     6                                                                                                                         6




                                                                      02
                                                                                                                                                                                                                                                     JOB NAME:
                                                                      AD1                                                                                                                                                                               WEINER.lbk
                                                                                                                                                                                                                                                     SCALE:




                                                                                                                                                                                 NORTH
                                                                                                                                                                                                                                                        1/4" = 1'-0"
                                                                                                                                                                                                                                                     DATE:
                                        1          2                                                                                                                                                                                                    3/14/2011




                                                                                                                                                                                                                                                          A3
                      J                 H              G
               Undefined Value   Undefined Value       A7


                                                                                                                                        REFLECTED CEILING PLAN
                                                                                                                                                                                                                                                              REVISIONS:
                                                                                5                                                    1                                                   ELEVATION NOTES
                                                                                                                                                                                          1   EXISTING CONCRETE TILE ROOF FINISH TO REMAIN UN-ALTERED


                                                                                                                                                                                          2   NEW 5 INCH SQUARE METAL GUTTERS AT ALL EAVES AND
                                                                                                                                                                                              BARGES WITH GRAY METALIZED FINISH TO MATCH NEW ENTRY
                                                                                                                                                                                              AND SIDEYARD GATE IRONWORK

                                                                                                                                                                                          3   BRONZE CUP DOWNSPOUT TO GRADE TIED INTO EXISTING SITE
                                                                                                                                                                                              DRAINAGE PIPING

                                                                                                                                                                                          4   NEW THREE-TIERED FIBER-CEMENT PANEL SOFFIT AT
                                                                                                                                                                                              EXISTING EAVES AND BARGES. EXISTING EAVE STRUCTURE
                                                                                                                                                                                              WILL REQUIRE SOME REPAIR AND SHIMWORK TO PREPARE
                                                                                                                                                                                              FOR NEW SOFFIT FINISH
                                                                   01                                                                                                 2
                                                                                                                                                                                          5   EXISTING MASONRY CHIMNEY TO REMAIN. PRESSURE WASH
                                                                  AD1
                                                                                                                                                                                              AND PAINT TO MATCH HOUSE PLASTER WORK

                                                                                                                                                                                          6   EXISTING SIDEWALK, CURB AND GUTTER TO REMAIN. PROTECT
                                                                                                                                                                                              DURING CONSTRUCTION

                                                                                                                                                                                          7   EXISTING DRIVEWAY TO REMAIN. SANDBLAST TO HARMONIZE
                                                                                                                                                                      3                       WITH NEW FLATWORK

                                                                                                                                                                                          8   EXISTING EXTERIOR CEMENT PLASTER TO REMAIN. PRESSURE
                                                                                                                                                                                              WASH AND REPAIR AS REQUIRED FOR NEW PAINT FINISH

                                                                                                                                                                                          9   NEW EXTERIOR CEMENT PLASTER OVER PAPER BACKED WIRE
                                                                                                                                                                      10
                                                                                                                                                                                              LATH WITH TEXTURE TO MATCH EXISTING BUILDING PLASTER
                                                                                                                                                                                              WORK

                                                                                                                                                                                         10   NEW EXTERIOR CEMENT PLASTER WITH 20-40 SAND FINISH
                                                                                                                                                                                              OVER PAPER BACKED WIRE LATH

                                                                                                                                                                                         11   EXISTING WOOD FENCE AT SIDEYARD TO REMAIN. FINISH
                                                                                                                                                                                              STREET FACING SIDE WITH EXTERIOR CEMENT PLASTER
                                                                                                                                                                                              OVER PAPER-BACKED LATH TO MATCH HOUSE. PROVIDE
                                                                                                                                                                                              ALTERNATE BID FOR FACING WITH PAINTED FIBER-CEMENT
                                                                                                                                                                                              PANEL CLADDING

                                                                                                                                                                                         12   EXISTING CONCRETE LANDSCAPE WALL TO REMAIN - INSTALL
                                                                                                                                                                                              NEW EXTERIOR PLASTER PARGE FINISH TO MATCH HOUSE

            16                                                    8     4                                                                                                                13   NEW CONCRETE FLATWORK WITH SANDBLASTED FINISH


                                                                                                                                                                                         14   NEW CAST-IN-PLACE CONCRETE SITE WALL WITH EXTERIOR
                                                                                                                                                                                              PLASTER PARGE FINISH TO MATCH HOUSE




                                                                                                                                                                                                                                                            WEINER RESIDENCE
                                                                                                                                          NORTH                 ELEVATION                15


                                                                                                                                                                                         16
                                                                                                                                                                                              NEW STEEL ENTRY GATE AND SIDE PANELS WITH GRAY
                                                                                                                                                                                              METALIZED FINISH

                                                                                                                                                                                              NEW STEEL SIDEYARD GATE WITH GRAY METALIZED FINISH.
                                                                                                                                                                                              PROVIDE ALTERNATE BID FOR REPLACEMENT WOOD GATE
    5                                                                                                             1
                                                                                                                                                                                         17   NEW CAST-IN-PLACE CONCRETE DOWNSPOUT RECEPTOR
                                                                                                                                                                                              WITH EXTERIOR PLASTER PARGE FINISH TO MATCH HOUSE.
                                                                                                                                                                                              FILL WITH 1/2" MINUS PEA GRAVEL. TIE DOWNSPOUT OUTLET
                                                                                                                                                                                              INTO EXISTING DRAIN PIPING WITH 3" SCH. 40 PVC RISER




                                                                                                                                                                                                                                                                               19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
                                                                                                                                                                                         18   NEW IN-WALL MAIL BOX


                                                                                                                                                                                         19   GARAGE SOUTH WALL SHALL HAVE ALL EXISTING FINISHES
                                                                                                                                                                                              REMOVED, BE FURRED OUT 3 1/2" AND FINISHED WITH
                                                                                                                                                                                              EXTERIOR CEMENT PLASTER OVER PAPER BACKED LATH TO
                                                        02
                                                                                                                                                                                              MATCH EXISTING BUILDING PLASTER FINISH
                                                       AD1
                                                                                                                                                                                         20   FILL IN EXISTING ARCH OPENING WITH 2x4 STUDS @ 16". FINISH
                                                                                                                                                                                              WITH NEW EXTERIOR CEMENT PLASTER OVER PAPER BACKED
                                                                                                                                                   2                                          LATH. WILL REQUIRE INSTALLATION OF CONCRETE CURB AT
                                                                                                                                                                                              BASE FOR SUPPORT

                                                                                                                       01                                                                21   REMOVE EXISTING PLASTER BELOW EXISTING WOOD STRINGLINE
                                                                                                                      AD1                                                                     TRIM AT WALL AND FURR LOWER PORTION OF WALL FLUSH TO
                                                                                                                                                                                              EXSITING TRIM. FINISH ENTIRELY WITH NEW 20-40 SAND FINISH
                                                                                                                                                                                              PLASTER

                                                                                                                                                                                         22   NEW 2"x3" RECTANGULAR DOWNSPOUT TO SITE DRAINAGE
                                                                                                                                                                                              PIPING INLET AT GRADE
3
                                                                                                                                                                                         23   LIGHT FIXTURE INTEGRATED IN LANDSCAPE WALL. WELDED
                                                                                                                                                                                              STEEL LENS FRAME WITH METALIZED FINISH TO MATCH ENTRY
                                                                                                                                                                           14                 GATE WITH OPALESCENT GLASS PANELS

                                                                                                              3




                                                                                                                                                                                     6



                 4           8                                                                 10        12                 8




                                                                                                                                                   WEST ELEVATION
                                                                            1




        2                                                                                                                                                                                ADDITIONAL NOTES
                                                                                          08                                                                                             A. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS
                                                                                         AD1
                                       01    03                                                                                           07
                                                                                                                                                                                         B. PLYWOOD OR OSB SHEATHING AT EXTERIOR WALLS SHALL
                                      AD1   AD1                                                                                          AD1
                                                                                                                                                                                            BE EXTERIOR GRADE. SEC. 2310.3

                                                                                                                                                                                         C. ALL EXTERIOR WOOD & FIBER-CEMENT PANEL PANELS AND / OR
                                                                                                                                                                                            TRIM SHALL HAVE FASTENERS COUNTERSUNK AND / OR SET AND
                                                                                                                                                                 22
        3                                                                                                                                                                                   FILLED AND SANDED FOR A CLEAN, UN-BLEMISHED SURFACE
                                                                                                                                                                                            PRIOR TO FINAL FINISHING

                                                                                                                                                                                         D. ALL NEW AND EXISTING EXTERIOR PLASTER SURFACES WILL
                                                                                                    15                                                                                      RECEIVE NEW PAINT FINISH


                                                                                    23




                                                             14                                                                                                                                                                                            JOB NAME:
                                                                                                    14
                                                                                                                                                                                                                                                              WEINER.lbk

                                                                                                    13                                                                                                                                                     SCALE:
                                                                                                                                                                                                                                                              1/4" = 1'-0"
                                                  20                                                                                                                                                                                                       DATE:
                     8   4       21               10                                                                            19             7   6   4   11   16              11                                                                            3/14/2011




                                                                                                                                               SOUTH ELEVATION                                                                                                  A4
                                                                                                                                                                                                                                                                                                                                   REVISIONS:
                                                                                 1                                                                                                                                                            5               ELEVATION NOTES
                                                                                                                                                                                                                                                               1   EXISTING CONCRETE TILE ROOF FINISH TO REMAIN UN-ALTERED


                                                                                                                                                                                                                                                               2   NEW 5 INCH SQUARE METAL GUTTERS AT ALL EAVES AND
                                                                                                                                                                                                                                                                   BARGES WITH GRAY METALIZED FINISH TO MATCH NEW ENTRY
                                                                                                                                                                                                                                                                   AND SIDEYARD GATE IRONWORK

                                                                                                                                                                                                       02                                                      3   BRONZE CUP DOWNSPOUT TO GRADE TIED INTO EXISTING SITE
                                                                                                                                                                                                       AD1                                                         DRAINAGE PIPING

                                                                                                                                                                                                                                                               4   NEW THREE-TIERED FIBER-CEMENT PANEL SOFFIT AT
                                                                                                                                                                                                                                                                   EXISTING EAVES AND BARGES. EXISTING EAVE STRUCTURE
                                                                    2
                                                                                                                                                                                                                                                                   WILL REQUIRE SOME REPAIR AND SHIMWORK TO PREPARE
                                                                                                                                                                                                                                                                   FOR NEW SOFFIT FINISH
                                                                                                   01
                                                                                                                                                                                                                                                               5   EXISTING MASONRY CHIMNEY TO REMAIN. PRESSURE WASH
                                                                                                  AD1
                                                                                                                                                                                                                                                                   AND PAINT TO MATCH HOUSE PLASTER WORK

                                                                                                                                                                                                                                                               6   EXISTING SIDEWALK, CURB AND GUTTER TO REMAIN. PROTECT
                                                                                                                                                                                                                                                                   DURING CONSTRUCTION

                                                                                                                                                                                                                                                               7   EXISTING DRIVEWAY TO REMAIN. SANDBLAST TO HARMONIZE
                                                                                                                                                                                                                                                                   WITH NEW FLATWORK

                                                                                                                                                                                                                                                          3    8   EXISTING EXTERIOR CEMENT PLASTER TO REMAIN. PRESSURE
                                                                                                                                                                                                                                                                   WASH AND REPAIR AS REQUIRED FOR NEW PAINT FINISH
                                                                            22
                                                                                                                                                                                                                                                               9   NEW EXTERIOR CEMENT PLASTER OVER PAPER BACKED WIRE
                                          14                                                                                                                                                                                                                       LATH WITH TEXTURE TO MATCH EXISTING BUILDING PLASTER
                                         AD1                                                                                                                                                                                                                       WORK

                                                                                                                                                                                                                                                              10   NEW EXTERIOR CEMENT PLASTER WITH 20-40 SAND FINISH
                                                                                                                                                                                                                                                                   OVER PAPER BACKED WIRE LATH

                                                                                                                                                                                                                                                              11   EXISTING WOOD FENCE AT SIDEYARD TO REMAIN. FINISH
                                                                                                                                                                                                                                                                   STREET FACING SIDE WITH EXTERIOR CEMENT PLASTER
                                                                                                                                                                                                                                                                   OVER PAPER-BACKED LATH TO MATCH HOUSE. PROVIDE
                                                                                                                                                                                                                                                                   ALTERNATE BID FOR FACING WITH PAINTED FIBER-CEMENT
                                                                                                                                                                                                                                                                   PANEL CLADDING

                                                                                                                                                                                                                                                              12   EXISTING CONCRETE LANDSCAPE WALL TO REMAIN - INSTALL
                                                                                                                                                                                                                                                                   NEW EXTERIOR PLASTER PARGE FINISH TO MATCH HOUSE

                                                 14                                                         8   4                                                                                                           4   8                             13   NEW CONCRETE FLATWORK WITH SANDBLASTED FINISH


                                                                                                                                                                                                                                                              14   NEW CAST-IN-PLACE CONCRETE SITE WALL WITH EXTERIOR
                                                                                                                                                                                                                                                                   PLASTER PARGE FINISH TO MATCH HOUSE




                                                                                                                                                                                                                                                                                                                                 WEINER RESIDENCE
                                                                                                                                                                                                             EAST ELEVATION                                   15


                                                                                                                                                                                                                                                              16
                                                                                                                                                                                                                                                                   NEW STEEL ENTRY GATE AND SIDE PANELS WITH GRAY
                                                                                                                                                                                                                                                                   METALIZED FINISH

                                                                                                                                                                                                                                                                   NEW STEEL SIDEYARD GATE WITH GRAY METALIZED FINISH.
                                                                                                                                                                                                                                                                   PROVIDE ALTERNATE BID FOR REPLACEMENT WOOD GATE
                                1    2                                                                                                         2                      1
                                                                                                                                                                                                                                                              17   NEW CAST-IN-PLACE CONCRETE DOWNSPOUT RECEPTOR
                                                                                                                                                                                                                                                                   WITH EXTERIOR PLASTER PARGE FINISH TO MATCH HOUSE.
                                                                                                                                                                                                                                                                   FILL WITH 1/2" MINUS PEA GRAVEL. TIE DOWNSPOUT OUTLET
                                                                                                                                                                                                                                                                   INTO EXISTING DRAIN PIPING WITH 3" SCH. 40 PVC RISER




                                                                                                                                                                                                                                                                                                                                                    19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
                                                                                                                                                                                                                                                              18   NEW IN-WALL MAIL BOX


                                            01                                                                                                                                                                                                                19   GARAGE SOUTH WALL SHALL HAVE ALL EXISTING FINISHES
                                           AD1                                                                                                                                                                                                                     REMOVED, BE FURRED OUT 3 1/2" AND FINISHED WITH
                                                                                                                                                                                                                                                                   EXTERIOR CEMENT PLASTER OVER PAPER BACKED LATH TO
                                                                                                                                                                                                                                                                   MATCH EXISTING BUILDING PLASTER FINISH

                                                                                                                                                                                                                                                              20   FILL IN EXISTING ARCH OPENING WITH 2x4 STUDS @ 16". FINISH
                                                                                                                                                                                                                                                                   WITH NEW EXTERIOR CEMENT PLASTER OVER PAPER BACKED
                                                                                                                                                                                                                    2                                              LATH. WILL REQUIRE INSTALLATION OF CONCRETE CURB AT
                                                                                                                                                                                                                                                                   BASE FOR SUPPORT
                                                                                                                                          02                               01
9                                                                       8                                                                                                                                                                                     21   REMOVE EXISTING PLASTER BELOW EXISTING WOOD STRINGLINE
                                                                                                                                         AD1                              AD1                                                                                      TRIM AT WALL AND FURR LOWER PORTION OF WALL FLUSH TO
                                                                                                                                                                                                                                                                   EXSITING TRIM. FINISH ENTIRELY WITH NEW 20-40 SAND FINISH
                                                                                                                                                                                                                                                                   PLASTER

                                                                                                                                                                                                                                                              22   NEW 2"x3" RECTANGULAR DOWNSPOUT TO SITE DRAINAGE
                                                                                                                                                                                                                                                                   PIPING INLET AT GRADE

                                                                                                                                                        3                                                                                                     23   LIGHT FIXTURE INTEGRATED IN LANDSCAPE WALL. WELDED
                                                                                                                                                                                                                                                                   STEEL LENS FRAME WITH METALIZED FINISH TO MATCH ENTRY
                                                                                                                                                                                                                                                                   GATE WITH OPALESCENT GLASS PANELS




                                                                                                                                                                                                                                                          6



                      10                         4         9                                            8        10              8   4             17            10         8        4       18                                     14




             LOGGIA                                              NORTH                                                                                                           LOGGIA EAST ELEVATION
              4            2                          10                                                                                                                                                                2




                                                                                                                                                                                                               02
                                                                                                                                                                                                              AD1
                                                                                                                                                                                                                                                              ADDITIONAL NOTES
                                                            08                                                                                                                                                                                                A. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS
                                                                                                                                                                                                                                                      8
                                                           AD1

                                                                                                                                                                                                                                                              B. PLYWOOD OR OSB SHEATHING AT EXTERIOR WALLS SHALL
                                                                                                                                                                                                                                                                 BE EXTERIOR GRADE. SEC. 2310.3
                               09
                               AD1                                                                                                                                                                                                                            C. ALL EXTERIOR WOOD & FIBER-CEMENT PANEL PANELS AND / OR
                                                                                                                                                                                                                                                                 TRIM SHALL HAVE FASTENERS COUNTERSUNK AND / OR SET AND
                                                                                                                                                                                                                                                                 FILLED AND SANDED FOR A CLEAN, UN-BLEMISHED SURFACE
                                                                                                                                                                                                                                                                 PRIOR TO FINAL FINISHING

    3                                                                                                                                                                                    3                                                                    D. ALL NEW AND EXISTING EXTERIOR PLASTER SURFACES WILL
                                                                                                                                                                                                                                                                 RECEIVE NEW PAINT FINISH

                                                                                                                       14
                                                                                                                      AD1
                                                                                     5'-0" MAX.




                                                                                                                                                                                                                                                                                                                                JOB NAME:
                                                                                                                                                                                                                                                                                                                                   WEINER.lbk
                                                                                                                                                                                                                                                                                                                                SCALE:
                                                                                                                                                                                                                                                                                                                                   1/4" = 1'-0"
                                                                                                                                                                                                                                                                                                                                DATE:
        17        8                                            15                                               23          14                              12                  12                10          8     4                    10       9                                                                                3/14/2011




             LOGGIA SOUTH                                                                                                                                                 LOGGIA WEST ELEVATION                                                                                                                                      A5
                                                                      REVISIONS:
            SECTION NOTES




                                                                    WEINER RESIDENCE
SECTION C




                                                                                       19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
SECTION B




            ADDITIONAL NOTES
            A. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS

            B. PLYWOOD OR OSB SHEATHING AT EXTERIOR WALLS SHALL
               BE EXTERIOR GRADE. SEC. 2310.3




                                                                   JOB NAME:
                                                                      WEINER.lbk
                                                                   SCALE:
                                                                      1/4" = 1'-0"
                                                                   DATE:
                                                                      3/14/2011




SECTION A                                                               A6
                                                                                                                                                                                                                                                                                                                                                     REVISIONS:
                                                                      WINDOW SCHEDULE    WINDOW SCHEDULE                                                                                                           DOOR SCHEDULEDOOR SCHEDULE
                                                                                                                                                                                                                                                                                           SECTION NOTES
                                      SIZE                                     DETAILS                                                                         SIZE                                                                             DETAILS
  MARK          TYPE                                 GLAZING                                                REMARKS     MARK            TYPE                                      LEAF THK.   FINISH   FIRE RAT.   GLAZING                                                       REMARKS
                           WIDTH         HEIGHT                HEAD    JAMB LEFT    JAMB RIGHT       SILL                                              WIDTH          HEIGHT                                                 HEAD      JAMB LEFT     JAMB RIGHT   THRESHOLD

    01                           5'           2'                                                                          01                            8'               7'          1"

    02                           6'          3'-6"                                                                        02                            8'               7'          1"

WEINER.pln 2011/03/13 21:54:00                                                                                            03                            8'               7'          1"

                                                                                                                          04                            6'            7'-6 1/2"     1 3/4"

                                                                                                                      WEINER.pln 2011/03/10 00:35:34




                                                                                                                                                                                                                                                                                                                                                   WEINER RESIDENCE
                                                                                                                                                                                                                                                                                                                                                                      19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
                                                                                                                                                                                                                                                                              SECTION G




                                                                                                                                                                                                                                                                                           ADDITIONAL NOTES
                                                                                                                                                                                                                                                                                           A. SEE SHEET G2 FOR GENERAL NOTES AND SPECIFICATIONS

                                                                                                                                                                                                                                                                                           B. PLYWOOD OR OSB SHEATHING AT EXTERIOR WALLS SHALL
                                                                                                                                                                                                                                                                                              BE EXTERIOR GRADE. SEC. 2310.3




                                                                                                                                                                                                                                                                                                                                                  JOB NAME:
                                                                                                                                                                                                                                                                                                                                                     WEINER.lbk
                                                                                                                                                                                                                                                                                                                                                  SCALE:
                                                                                                                                                                                                                                                                                                                                                     1/4" = 1'-0"
                                                                                                                                                                                                                                                                                                                                                  DATE:
                                                                                                                                                                                                                                                                                                                                                     3/14/2011




                                                                             SECTION F                                              SECTION E                                                                                                                                 SECTION D                                                                A7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REVISIONS:


                                                                                                                                                                                                                                           EXISTING CONCRETE TILE ROOFING AND UNDERLAYMENT TO REMAIN UN-DISTURBED

                                                                                                                                                                                                                                                                                                                                                            GARAGE WEST WALL
                                                                                                             02
                                                                                                       SEE
                                                                                                             AD1
                                                                                                                   FOR ADDITIONAL SPECIFICATIONS AND DIMENSIONS
                                                                                                                                                                  GARAGE SOUTH WALL                                                        EXISTING ROOF SHEATHING AND EAVE
                                                                                                                                                                                                                                           PLANKING TO REMAIN UN-ALTERED

                                                                                                       2" DIA. STD PIPE BORED THRU (3) RAFTERS TO
                                                                                                       REPLACE EXISTING OUTLOOKER BEAMS AT
                                            1'-4"             1"
                                      (MATCH EXISTING)                                                 BUILDING CORNERS AND RIDGE. INSTALL WITH                                                                                            EXISTING FASCIA TO REMAIN. MAY
                                                                                                       SIMPSON 'SET' EPOXY                                                                                                                 REQUIRE ALTERATION TO CORRECT
                                                                                                                                                                                                                                           FOR WARPING. NORTH ELEVATION
                            4"                   1'-0"                                                                                                                                                                                     REQUIRES RIPPING TO EQUALIZE
                                                                                                                                                                                                                                           SIZE WITH OTHER AREAS OF EAVE
                                                                           LOW VOLTAGE LED STRIP
                                                                       FIXTURE. PROVIDE CONDUIT
                                                                          AND J-BOX IN WALL POUR
FINISH CORNERS TO                                                      FOR HOOKUP TO LANDSCAPE
                                                                               LIGHTING CONTROL
MATCH EXISTING                                                                                                                                                                                                                             EXISTING BOOSTER FLASHING
                                                                                                                                                                                                                                           TO REMAIN



                                                                                                                                                                                                                                           EXISTING DRIP EDGE FLASHING
                                                                                                                                                                                                                                           TO REMAIN

                                                                                                                                                                                                                                           NEW 5" SQ. METAL GUTTER




                                                                          8"
                                                                                                                                                                                                                                           SLIPPED UNDER EXST. DRIP
                                                                                                                                                                                                                                           EDGE. GUTTER IS ARCHITECTURAL                                                                                                                                                        EXISTING ROOF AND CEILING
                                                                                                                                                                                                                                           AND SHALL BE INSTALLED                                                                                                                                                           FRAMING TO REMAIN UN-ALTERED
#4 GRADE 40 BARS @ 16"
TYPICAL. MIN. 3" COVER TO                                                                                                                                                                                                                  WITH SPECIAL CARE FOR
                                                                                                                                                                                                                                           GOOD APPEARANCE                                                                                                                                                                          EXISTING INTERIOR FINISH
SOIL AND 2" TO FORMED                                                                                                                                                                                 EXISTING ROOF FRAMING TO REMAIN                                                                                                                                                                                          AS / WHERE OCCUR TO REMAIN
                                                                                     WELDED STEEL
SURFACE                                                                                                PLASTER GROUND                                                                                                                                                                                                                                                                                                                          UN-DISTURBED
                                                                                        LENS FRAME.




                                                                                                                                                                                                                                                                                                                                      21
                                                                                                                                                                                                                                           LEADER SHROUD AT CUP




                                                                                                                                                                                                                                                                                                                                        /4"
                                                                                 1/4x2 STRAP OUTER
                                                                                                                                                                                                                                           CHAIN DOWNSPOUT                                                                                                                             /2"                                         RE-ROUTE EXISTING WALL
                                                                                 FRAME W/ 1 1/2" SQ.                                                                                                                                                                                                                                                                                  11                                          MOUNTED CONDUITS THRU
SOLID CONCRETE                                                                      TUBE VERTICALS




                                                                          8"




                                                                                                                                                                                                                                                                                                                                     1" 1
                                                                                                                                                                                                                                                                                                                                                                                                                                      THIS CAVITY AS REQD.
WALL WITH PLASTER                                                                                                                                                                                                                          NEW METAL 'Z' FLASHING. SHALL
PARGE FINISH




                                                                                                                                                                                                                                                                                                                                          "
                                                                                OPALESCENT GLASS                                                                                                                                           BE INSTALLED WITH SPECIAL CARE                                                                             /2"
                                                                                                                                                                                                                                                                                                                                                 11                                                                          2x FURRING STRIPS SHIMMED AS
                                                                                     LENS PANELS                                                                                                                                           FOR GOOD APPEARANCE                                                                                                                                                                  REQUIRED TO PROVIDE LEVEL
                                                                                                       NEW EXTERIOR CEMENT PLASTER PER PLANS                                                                                                                                                                                                                                                                                        SURFACE FOR CLADDING
                                                                                                                                                                                                                                           3/8" EXTERIOR PLYWOOD BACKING STRIP
                                                                                                                                                                                                                                           SHIMMED AS REQUIRED TO PROVIDE                                                /2"
                                                                                                                                                                                                                                                                                                                    11                                                                                              HARDY PANEL SMOOTH FACE FIBER CEMENT
                                                                                                       NEW 2x4 FURRING @ 16"                                                                                                               LEVEL SURFACE FOR CLADDING                                                                                                                                               CLADDING PANELS; THREE TIERS. EXPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                          EDGES SHALL BE SANDED AND EDGES
                                                                                                                                                                                                                                           CUP CHAIN DOWNSPOUT WHERE OCCURS                                                                                                                                      LIGHTLY EASED FOR NEAT FINISH APPEARANCE.
                                                                                                                                                                                                                                           HUNG FROM EYEBOLT INTO FASCIA                                                                                                                                            PAINT WITH EXTERIOR SEMI-GLOSS ENAMEL

                                                                                                                                                                                           EXSITING WALL FRAMING TO REMAIN UN-ALTERED                                                                                                                                                                          EXSITING WALL FRAMING TO REMAIN UN-ALTERED
                                                                                                                                                                                                                                           INSALL 'COROVENT' VENT STRIP WHERE
                                                                                                                                                                                                                                           BLOCKING VENTS OCCUR IN EXISTING WORK
                                                                                                                                                                                                                                                                                                                                                                                                                              EXTERIOR PLASTER PER PLANS
                                                                                                                                                                                                                                                                                                                               EQ.                                   EQ.                     EQ.


                                                                                                                                                                                                                                                                                                                                              VARIES - MEASURE ON SITE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                WEINER RESIDENCE
                                                                               SHARP CORNER HERE

                                                                         LOW VOLTAGE ROPE LIGHT
                                                                         CONECTED TO LANDSCAPE
                                                                           LIGHTING SYSTEM WITH
                                                                              DIMMABLE CONTROL.
                                                                                                        07              BARGE AT FURRED WALL                                                                                                01              TYPICAL EAVE CONDITIONS
                                                                              CONCEAL ALL WIRING

                                                                               FLATWORK PER PLANS

                                                                                                              01                                                                                                                           EXISTING CONCRETE TILE ROOFING AND UNDERLAYMENT TO REMAIN UN-DISTURBED
                                                                                                       SEE
                                                                                                             AD1
                                                                                                                   FOR ADDITIONAL SPECIFICATIONS AND DIMENSIONS
                                                                                                                                                                                                                                           EXISTING ROOF SHEATHING AND EAVE PLANKING TO REMAIN UN-ALTERED                                                                                                           WEST WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   19081 N O R W O O D T E R R A C E , I R V I N E , C A L I F O R N I A
                                                                                                                                                                                                                                           EXISTING ROOF EDGE TILES TO REMAIN UN-DISTURBED
                                                                                                       EXISTING RIDGE FLASHING TO REMAIN UN-DISTURBED
                                                         6"




                                                                                                                                                                                                                                           EXISTING FASCIA TO REMAIN. MAY
                                                                                                                                                                                                                                           REQUIRE ALTERATION TO CORRECT
                                                                                                                                                                                                                                           FOR WARPING
                                                                                                       PROVIDE INNER FLASHING AT GUTTER TO
                                                                                                       BRING LEVEL UP TO OUTLET ELEVATION
                                                                                                       AT END




                                                                                                                                                                                                                                           NEW 5" SQ. METAL GUTTER SLIPPED UNDER EXST. EDGE TILES.
                                                                                                                                                                                                                                           NOTCH INNER FACE OF GUTTER TO PASS EXST. EDGE TILE
                                                                                                       NEW 2x8 FASCIA                                                                                                                      FASTENERS IF REQUIRED TO ACHIEVE CORRECT FIT.
                                                                                                                                                                                                                                           GUTTER IS ARCHITECTURAL AND SHALL BE INSTALLED
                                                                                                       FORM 'Z' FLASHING TO POSITIVE SLOPE                                                                                                 WITH SPECIAL CARE FOR GOOD APPEARANCE
                                                                                                       OVER EDGE OF CLADDING




                                                                                                                                                                                                                                                                                                                                                                       21/4"
                                                                                                                                                                                                                                                                                                                                                             1" 1"
                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING ROOF FRAMING TO
                                                                                                                                                                                                                                                                                                                                                                                                                                        REMAIN UN-ALTERED
                                                                                                       SAW KERF BOTTOM FACE OF FURRING STRIPS
                                                                                                       TO LET WATER PASS THROUGH

                                                                                                                                                                                                                                           NEW METAL 'Z' FLASHING. SHALL                                                                                                                                                   NEW 2x4 SOFFIT JOISTS @ 24" WITH
                                                                                                                                                                                                                                           BE INSTALLED WITH SPECIAL CARE                                                                                                                                                               2x4 LEDGER AT WALL
                                                                                                       NEW EXTERIOR CEMENT PLASTER PER PLANS                                                                                               FOR GOOD APPEARANCE




                                                                                                                                                                                                                                           3/8" EXTERIOR PLYWOOD BACKING STRIP                                                                                                                                               2x FURRING STRIPS SHIMMED AS
                                                                                                                                                                                                                                           SHIMMED AS REQUIRED TO PROVIDE                                                                                                                                                       REQUIRED TO PROVIDE LEVEL
                                                                                                                                                                                                                                           LEVEL SURFACE FOR CLADDING
                                                                                                                                                                                                                                                                                                                                                                                                                                    SURFACE FOR CLADDING



                                                                                                                                                                                             NEW SOFFIT FRAMING AS REQUIRED - 2x4 @ 16".   HARDY PANEL SMOOTH FACE FIBER CEMENT
                                                                                                                                                                                               ALIGN WITH EXISTING WINDOW HEADER LINE      CLADDING PANELS; THREE TIERS. EXPOSED
                                                                                                                                                                                                                                           EDGES SHALL BE SANDED AND EDGES
                                                                                                                                                                                           NEW ENTRY GATE ASSEMBLY WITH 1/2" REVEAL ALL    LIGHTLY EASED FOR NEAT FINISH APPEARANCE.                                                                                                                           EXSITING WALL FRAMING TO REMAIN UN-ALTERED
                                                                                                                                                                                      SIDES, MOUNTED WITH 1/2" STANDOFFS AT CONNECTION     PAINT WITH EXTERIOR SEMI-GLOSS ENAMEL
                                                                                                                                                                                                                         POINTS TO WALL                                                                                                                                                                                       EXTERIOR PLASTER PER PLANS
                                                                                                                                                                                                                                                                                                                                                            EQ.                 EQ.                EQ.


                                                                                                                                                                                                                                                                                                                                                                      VARIES - MEASURE ON SITE




 14              WEST LANDSCAPE WALL                                                                    08              ROOF OVER LOGGIA PORTAL                                                                                             02              TYPICAL BARGE CONDITIONS

                                                                                                                                                                                                                                                                                                                                                            SOUTH WALL AT POP-OUT
                                                                    BOTTOM OF REVEAL AT EDGE OF              01                                                                                                                                  01
                                                                                                       SEE         FOR ADDITIONAL SPECIFICATIONS AND DIMENSIONS                                                                            SEE         FOR ADDITIONAL SPECIFICATIONS AND DIMENSIONS
                                                                              FLATWORK BEYOND                AD1                                                                                                                                 AD1

                                                                                                       PROVIDE INNER FLASHING AT GUTTER TO
                             R 1/2"                                                                    BRING LEVEL UP TO OUTLET ELEVATION
                             TYP.                                                                      AT END
                                                                         FORMED CONCRETE STAIRS
                                                                      WITH #4 GRADE 40 BARS @ 16"
                                                                   E.W. AND (1) #4 BAR EACH NOSING
                                                                                                       PROVIDE INNER FLASHING AT GUTTER TO
                                                                                                       BRING LEVEL UP TO OUTLET ELEVATION
                                                                                                       AT END




                                                                                                       NEW 2x8 FASCIA
                                                                      4" TILES AT RISERS TO MATCH
                                                                      EXST. REAR YARD BARBECUE
                                                                                    AREA TILEWORK      FORM 'Z' FLASHING TO POSITIVE SLOPE
                                                                                                       OVER EDGE OF CLADDING




                                                                                                                                                                                                                                           MAINTAIN TIER WIDTH OF EAVE BEYOND
                                                                                                                                                                                                                                           FURRING




                                                                                                                                                                                                                                                                                                                                                                                                                                                               JOB NAME:
                                                                                                                                                                                                                                                                                                                                                                                                         CUT CENTER TIER TO FIT CORNER WHERE FURRING ENDS         WEINER.lbk
                                                                                                                                                                                                                                           NEW EXTERIOR PLASTER OVER
                                                                                                                                                                                                                                           EXISTING OR NEW WALL FRAMING                                                                                                                                                                                        SCALE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1 1/2" = 1'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                               DATE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  3/14/2011


 15              ENTRY STEP CONDITIONS                                                                  09              ROOF EAVE AT GARAGE NORTH WALL                                                                                      03              EAVE AT FURRED WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                AD1

								
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