Center for the Arts Construction Document Sample by Tamar Nachshon

NORA AND NORMAN STONE MAIN LEVEL REMODEL AND CHANGE OF USE

589 VENICE BLVD. L O S A N G E L E S,

AT AIR CONDITIONING ABOVE FINISH FLOOR APPROXIMATE BOARD BEDROOM BUILDING BLOCKING BEAM BOTTOM CABINET CEILING JOIST CENTERLINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTRACTOR CENTER DRYER DOUGLAS FIR DIAGONAL DIAMETER DIMENSION DOWN DISHWASHER DRAWING EAST EXISTING EACH ELECTRICAL ENGINEER EQUIPMENT EQUAL EXPANSION JOINT EXTERIOR FORCED AIR UNIT FURNISHED BY OTHER FINISH FLOOR JOIST FACE OF FINISH FACE OF STRUCTURE FINISH FLOOR FOOT FOOTING GAUGE

90064

SYMBOLS

ABBREVIATIONS

@ A.C. A.F.F. APPROX. BD. BDRM. BLDG. BLKG. BM. BOT. CABT. C.J. CL CLG. CLR. CMU COL. CONC. CONST. CONTR. CTR. D D.F. DIAG. DIAM. / Ã&#x2DC; DIM. DN DW DWG. E. (E) EA. ELEC. ENGR. EQPT. EQ. EXP. JT. EXT. F.A.U. F.B.O. FIN. F.J. F.O.F. F.O.S. FIN. FLR. FT. FTG. GA.

CALIFORNIA

0000

G.I. GALVANIZED IRON GR. GRADE GYP. BD. GYPSUM WALLBOARD HDR. HEADER HDWD. HARDWOOD HORIZ. HORIZONTAL HVAC HEATING, VENTILATION & INFO. AIR CONDITIONING INT. INFORMATION LAV. INTERIOR MAX. LAVATORY MECH. MAXIMUM MFR. MECHANICAL MIN. MANUFACTURER MISC. MINIMUM N. MISCELLANEOUS (N) NORTH N.I.C. NEW NO. NOT IN CONTRACT N.T.S. NUMBER O/ NOT TO SCALE O.C. OVER PLBG. ON CENTER PLY. PLUMBING PREFAB. PLYWOOD REF. PREFABRICATED REQD. REFRIGERATOR RM. REQUIRED R.O. ROOM R.R. ROUGH OPENING S. ROOF RAFTER S.F. SOUTH SGL. SQUARE FEET SIM. SINGLE STD. SIMILAR STL. STANDARD S. STL. STEEL STRUCT. STAINLESS STEEL T&G STRUCTURAL TYP. TONGUE AND U.N.O. GROOVE UTIL. TYPICAL VERT. UNLESS NOTED V.I.F. OTHERWISE W UTILITY W. VERTICAL W/ VERIFY IN FIELD W/O WASHER WEST WITH WITHOUT

1 1

DIRECTORY

PROJECT:

DATUM / WORK POINT

KEY NOTE INDICATES PLANE PERPENDICULAR TO PLANE OF SECTION INDICATES PLANE PARALLEL TO PLANE OF SECTION DOOR SYMBOL

D A2.2

WINDOW / FRENCH DOOR SYMBOL

1 4 2 3

4 A4.2

SECTION SECTION DESIGNATION SHEET NUMBER DETAIL DETAIL DESIGNATION SHEET NUMBER INDICATES DIRECTION OF CUT INTERIOR ELEVATION ELEVATION DESIGNATION

ANALYSIS APPLICABLE CODE THE FOLLOWING IS THE LIST OF L.A. MUNICIPAL BUILDING CODES. FOR QUESTIONS AND MOST CURRENT LISTING CONTACT L.A. CITY CLERIC 310-4 2013 California Building Code (Volume 1 & 2) 2013 California Commercial Code 2013 California Electrical Code (2006 NEC) 2013 California Mechanical Code 2013 California Plumbing Code 2013 California Energy Code 2013 California Green Building Standards Code California Energy Efficiency Standards Location:

Address Los Angeles, CA 90402

Mailing Address:

Address Santa Monica, CA 90402

Owner:

Client

A.P.N.

4410002013

Zone:

R1-1D-O

Tract:

7433

Lot:

SHEET INDEX

DESIGNER Contact COMPANY Address Address

STRUCTURAL ENGINEER Contact COMPANY Address Address

t: 000-000-0000 f: 000-000-0000 e: address@isp.net

GEOTECHNICAL ENGINEER Contact COMPANY Address Address

SURVEYOR Contact COMPANY Address Address

STONE CENTER FOR THE ARTS MAIN LEVEL REMODEL EXCLUDING RESTAURANT KITCHEN AND HALL A CLIENT:

NORMAN STONE

NOTES:

t: 000-000-0000 f: 000-000-0000 e: address@isp.net

t: 000-000-0000 f: 000-000-0000 e: address@isp.net KEY PLAN

STAGE

AS INSTRUMENT OF SERVICE, ALL DESIGN IDEAS AND INFORMATION SHOWN ON THESE DRAWINGS ARE AND SHALL REMIAN THE PROPERTY OF DESIGN ART INTERIORS INC. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF DESIGN ART INTERIORS.

HALL A

115

ATRIUM

N.I.C.

109

DATE :

SITE

Map Reference:

M B 96-74/76

Lot Area:

9,096.8 s.f.

Occupancy:

R-3

DRAWN BY TAMAR NACHSHON CHECKED BY D.A.I.

KITCHEN 116

589 Venice Blvd. Los Angeles, CA, 90064

Use:

Single Family Dwelling w/ Garage

Construction Type:

Fire Sprinklers:

Stories:

1 w/ basement

N.I.C.

TITLE : COVER SHEET

LEGEND 1 SCALE:16 '=1'-0"

ACCESSIBLE PATH OF TRAVEL

VICINITY MAP

N.T.S.

Height:

33' max.

Front Yard Setback:

5'-0"

AUG. 31 2015

SHEET NO:

ACCESSIBLE PATH OF TRAVEL

ID-0.0

Structural 1. Provide structural observation. (Except for new SFD; accessory building or additions for SFD without basements, at where the adjacent grade is no steeper than 10:1 and using the conventional light wood frame construction standards with shear walls limits to 300#/ft or uplift no greater than 3000#). 2. "All bolt holes shall be drilled 1/32" to 1/16" oversized." 8.1.2.1,'91 NDS 3. 2x6 or 3x4 min. size studs at 16" o.c. required for first story bearing walls of three story building 91.2320.11.1, T 23 4. LA Licensed Fabricator is required for Glu-lam beams, trusses, or structural steel. 5. Glue Lam Beams must be fabricated in LA City Bldg. Dept. Licenced shop. Identify grade symbol and lamination species per T 5-A, '91 NDS Supp. 6. Welding to be done by welders certified by the Building Department for structural, reinforcing and light gage steel. 7. Provide double joists under parallel bearing partitions. 2320.8.5 8. Bearing wall studs cannot be notched more than 25% of their width. Bored holes cannot have a diameter greater than 40% of the stud width. 9. Lag. Bolts: Provide lead hole 40%-70% of threaded shank dia. and full dia. for smooth shank portion. '91 NDS. 10. SHEAR WALLS AND DIAPHRAGM: - All diaphragm and shear wall nailing shall utilize common nails or galvanized box. T 23-II-I-1 - The follwing applies to all shear walls with actual shear value greater than 300 plf and these walls shall be clearly identified on the plans: 1) Provide 3x sill plates for sills that rest on concrete or masonry; 2) Provide 3x studs between adjacent panels; 3) Provide 1/2" edge distance for plywood boundary nailing; 4) Stagger nails if nail spacing is less than 2" o.c.; 5) Square plate washers shall be used with all anchor bolts (Table 23-II-L); 5/8" bolt- 2.5x2.5x1/4, 3/4" bolt - 2.75x2.75x5/16, 7/8" bolt 3x3x5/16, 1" bolt 3.5x3.5x3/8. - All Horizontal joints occuring inbraced wall panels shall occur over blocking equal in size to the studding. - Structural wood shear walls shall be covered with minimum two layers 15# felt underlay prior to placing finish material. - Stucco shear walls shall utilize self furring nails (min 11 ga., 1-1/2" long, 7/16" diameter head, galvanized furred a min. of 1/4") to attach the lath to the studs. Staples shall not be used. - Plate washers are required for all hod downs. All hold down anchor nuts shall be tightened just prior to covering. All bolt holes shall be drilled a max. of 1/16" oversized AND "Inspector will verify at job site." - Solid blocking shall be provided at all horizontal joints occuring in braced wall panels." 2320.11.3

Interiors 1. Provide 70" high non-absorbent wall adjacent to shower and approved shatter-resistant materials for shower enclosure. 91.807.1.3, 91.2406.4(5) 2. Dimensions on plans include the 30"clear width for water closet compartment and 24" clearance in front of water closet for bathrrom. 91.2904 3. Existing shower heads and toilets to be adapted for low water consumption. Only low consumption water closets shall be provided. 4. Water Heater must be strapped to wall. Sec. 507.3, UPC 5. Provide emergency egress from sleeping rooms. Min.-24" clear ht., 20" clear width, 5.7 sq.ft. min. area & 44" max to sill. 91.310.4

6. Outlets along wall counter space, island and peninsular counter space in kitchens shall have a maximum spacing of 48". 210-52 LACEC 7. Exit doorways shall not be less than 36" in width and 6'-8" in height. Projections, including panic hardware, shall not reduce the opening to less than a clear width or 32". 91.1004.16 The door must open over landing not more than 1" below the threshold. Exception: providing the door does not swing over landing, landing shall not be more than 8" below threshold. 91.1003.3.1.6 8. Provide 32" wide doors to all interior accessible rooms within a dwelling unit 91,6304.1 9. Enclosed useable space under interior stairs to be one hour fire resistive construction on enclosed side. 91.1003.3.3.9 (such as 5/8" type X, Gyp. Brd.) 10. Glass skylight to comply with 91.2409. 11. Attic with over 30" headroom to have access opening 22" x 30" min. 91.1505.1 12. Attic ventilation of 1/150 of the area of ventilated space approx. 10sq.in. for each 10sq.ft. of attic area is required. 91.1505.3

9. Continuous inspection by deputy inspector is required for all concrete designed with t'c greater than 2500psi. 10. Concrete slabs on grade on expansive soil, compacted fill or slope over 1:10 shall be placed on a 4" fill of coarse aggregate or on a 2" sand bed covered moisture barrier membrane. The slabs shall be at least 3-1/2" thick and shall be reinforced with #4 bars spaced at intervals not exceeding 16" each way. 1804.4 11. All foundation sills shall be pressure treated, or foundation grade Redwood. 91.2306.4

4. FLOOD HAZARD AREA - If the lot is located in an area subject to flood. - A certificate of compliance must be filled out and submitted to the inspector certifying that the foundation was built at the rquired elevation. Flood Zone (A, AR VI-30, AO (AF), A1-30 (FW) require clearance from the Dept. of Public Works, NFIP Coordinator, (213) 847-5210 - Survey by a licensed surveyor or CE is required to verify elevation of lowest finished floor. - Completed (Elevation/Flood Proofing) Certificate (attached) shall be given to the inspector. If misplaced, the certificate can be downloaded from the internet at http://fema.gov/library/elvinst.htm 5. Provide rain gutters and convey rain water to the street. 7013.9 6. Pipe systems must have clean out access at:: 1) every horizontal bend 2) every 50' for one or two family building sites or 100' for all others. Provide clean out locations and detail on plans. 7. Maximum driveway slope shall not exceed 20% [Grade details and transitions slopes required where slope exceeds 121/2%. Maximum driveway cross slope is 10%. Maximum slope within parking area is 5%. 12.21A5(g). 8. If soil is found to be expansive, the footings must meet the following minimum requirements: 1804.4 - Depth of footings below the natural and finish grades shall not be less than 24" for exterior and 18" for interior footings. - Exterior walls and interior bearing walls shall be supported on continuous footings. - Footings shall be reinforced with minimum four 1/2-inch diameter deformed reinforcing bars. Two bars shall be placed 4" from the bottom of the footing and two bars within 4" of the top of the footings. - The soil below an interior concrete slab shall be saturated with moisture to a depth of 18" prior to placing the concrete. - Concrete floor slabs on grade shall be placed on a 4" fill of coarse aggregate or on a moisture barrier membrane. The slab shall be at least three and half inches thick and shall be reinforced with #4 rebars at 16" on center both directions.

20. No extra work or charge shall be made unless a written countersigned order from the client, signed or countersigned by , or a written order from Designer, is obtained. This order shall state that the Client has authorized the extra work or charge, and no claim for any additional sum shall be valid unless so offered and presented as described above.

13. Under-floor ventilation shall not be less than 1/150 of under floor area and there shall be a minimum 18"x24" under floor access opening. 91.2306.3

4. Immediately after being awarded the contract, the Contractor shall submit a construction schedule which shall be continuously updated and posted on the job at all times.

21. General Contractor shall provide all doors, frames and related hardware, U.O.N.

14. A corrosion resistant weep screed is required below the stucco a minimum of 4" above earth or 2" above paved area. 91.2506.5

5. The Contractor shall verify required locations and include in base bid all related costs for all necessary access panels (in partitions, floors or ceilings). The Contractor shall coordinate with Designer before installation.

22. General Contractor is responsible for reviewing and verifying demolition plans in relation to structural and/or construction drawings. Designer is to be notified of any conflicts, discrepancies or problems.

6. All existing partitions, floors and ceilings shall be patched or repaired as required by the Contractor. Patched and repaired surfaces shall be equal to new. The Contractor shall advise Designer of any existing construction which is not level and plumb (within industry standards) before start of construction.

23. All equipment and material which is in operating condition when removed, shall be maintained as such and returned as per Owner's requirements.

15. All Hold-downs shall be re-tightened just prior to covering the wall framing. 2315.5.6

1. Draft stopping shall be provided:

3. A registered Deputy Grading Inspector is required on all shoring work, including the slot cuts, in the HILLSIDE or NON-HILLSIDE areas

2. All required permits and licenses shall be obtained and paid for by the Contractor.

19. General Contractor shall provide shop drawings (one transparency and one blue line print) of all custom manufactured design elements included here within to for approval prior to manufacture. Unless otherwise authorized by Designer NO manufacture shall be performed without written approval of said shop drawings.

12. Provide approved damp-proofing for all walls below grade that enclose habitable or non-habitable space. 91.1402.4

Grading and Foundation

2. A Registered Deputy Grading inspector is required on all grading and foundation earthwork in HILLSIDE or NON-HILLSIDE areas where site exceeds 60,000 square feet; cut or fill slope exceeds 2:1; cuts exceed 40 feet in height and within 20 feet of a property line; foundation excavation extend below 1:1 plane from property line; or projects involve unusual hazards.

1. American Institute of Architects Document #A201, "General Conditions of the Contract for Construction," shall govern the work of this contract, with the word Designer substituted for the word Architect, except in so far as prohibitable by law.

3. At the time of bid submittal, the Contractor shall advise Designer in writing, of any specified materials or equipment which are either unavailable or will cause a delay to the completion of construction.

Fire Protection Notes

1. Obtain approval from Public Works and Grading Division of Building and Safety for grading work which exceeds 200 cubic yards during rainy season from Nov 1 to April 15 for Erosion Control at job site prior to construction.

General Notes

- Within a concealed floor - ceiling assembly formed of combustible construction (1000 sq.ft. & 60' max. between draft stops) 91.708.3.1.1.1. - Attics, mansards, overhangs and similar concealed spaces formed of combustible construction. 91.708.3.1.2 (3000 sq ft & 60' max.) - Above and in line with walls separating tenant spaces from each other and from other uses. 91.708.3 2. Unprotected openings are prohibited in envelope protection type (rated) ceilings. All duct openings require fire dampers and are limited in area to 100 square inches in any 100 square foot ceiling. Access openings require one hour fire rated assemblies with closing devices approved by the Department. 91.710.2 3. Smoke detectors shall be provided as follows: 91.310.91.3,4 - In new construction smoke dectors shall receive their primary power source from the building wiring and shall be equipped with battery back up and low battery signal. Smoke detectors shall be located in each sleeping room & hallway or area giving access to a sleeping room, and on each story and basement - In existing construction smoke detectors may be battery operated, installed in location as specified - Provide smoke detectors at the top of common stairwells serving two or more tenants (Health and Safety Code 13113.7) 4. Sprinkler System if required, to be approved by Plumbing division of the Building Department prior to installation.

Construction Permit Notes 1. Sprinkler system alteration shall be submitted under separate permit. 2. Fire and Life/Safety system alteration, if any, shall be submitted under separate permit. 3. Electrical work shall be submitted under separate permit. 4. Mechanical work shall be submitted under separate permit. 5. Pool work shall be submitted under separate permit.

7. The Contractor shall be responsible for providing temporary utilities (power, lighting, water and rest room facilities) to the job site for use by all construction trades, including those not a subcontractor to the General Contractor. 8. The Contractor shall note that there shall be no substitutions for any material where specific manufacturers are specified. Where approved equal is used, it shall be understood that the substitute shall be by judgment and approval of Designer, and all requests shall be made prior to installation. Contractor shall submit three (3) sets of manufacturer's cut sheets of samples and/or one (1)reproducible original of drawings for all requested substitutions of materials, hardware, millwork, glass partitions, ceiling systems, plumbing fixtures, etc. to for approval. When substitutions of the specified materials are requested to be made by the contractor (whether as an "approved equal"or not) the contractor shall be responsible for all expenses incurred by Designer in reviewing, researching, approving and coordinating requested substitutions. 9. Manufacturers of materials, other than those specified on these plans, shall meet the specific requirements of governing agencies having jurisdiction over this project. 10. General Contractor shall be responsible for verification and approvals of substituted materials as requested by governing agencies.

24. General Contractor shall be responsible for the identification, abatement and proper disposal of any and all asbestos materials that may exist at the job site. 25. General Contractor shall submit three (3) 12" x 12" samples of all finish materials (stone, paint, carpet, wood, tile, etc.) specified on schedules, plans, details or drawings for review by Designer. 26. General Contractor shall submit shop drawings or manufacturer's cut sheets for all new design elements or equipment being provided or installed on the building exterior (including the roof) associated with the contracted project's construction for review by Designer. 27. General Contractor shall submit shop drawings or manufacturer's cut sheets for all new plumbing and electrical fixtures, equipment and accessories being provided or installed for review by Designer.

PROJECT: STONE CENTER FOR THE ARTS MAIN LEVEL REMODEL EXCLUDING RESTAURANT KITCHEN AND HALL A CLIENT:

NORMAN STONE

NOTES:

28. General Contractor shall provide a final punch list for Designer's approval. 29. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facilities (power poles, pull boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines, whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses.

KEY PLAN

30. Obtain permits from Public Works for: 11. It shall be the responsibility of the General Contractor to distribute adequate copies of all drawings to all trades falling under their responsibility at all times during the progress of the job (i.e. revisions) on a timely basis. 12. Upon completion of the job, the General Contractor shall submit certificates of inspection of satisfactory completion. 13. Contractor shall be responsible for providing all work and materials in conformance with any code or codes of Federal, State, County or Municipality having jurisdiction over such work. All applicable requirements in these regulations shall be followed the same as if noted on the drawings. Conflicts between work set forth on the drawings and building codes, laws or regulations noted by the General Contractor shall be submitted to Designer for resolution before proceeding with the work. 14. The Contractor shall, at all times, keep premises free from all accumulation of debris caused by their operations, and at the completion of the work, shall clean all glass surfaces and leave the work areas "broom clean." 15. The General Contractor shall furnish all labor, materials, equipment and other items necessary for the completion of all work shown, called for, or reasonably implied by the contract documents except where specifically noted otherwise. 16. Where work or equipment is indicated as N.I.C., such work and/or equipment shall be provided by others. Contractor shall coordinate and cooperate to effect such installation. 17. All requests for clarification of these drawings shall be directed to . Conflicts arising between details and/or plans shall be brought to the attention of for clarification in writing by the Contractor before proceeding with the work. 18. All work on drawings shall be performed in conformance with requirements of the lease work letter and building standard specifications, if any, U.O.N. It is the responsibility of the General Contractor to acquaint himself with all such specifications and regulations whether or not listed on drawings and/or included herein.

- Any protection fence or canopy to be located on any street or public area. - Any temporary shoring or excavations that remove the lateral support from a public way prior to construction. 31. For sites within the Potential Methane Zone, obtain approval from Fire Department and Mechanical Division of the Building Department for installing a mechanical venting system. 32. Obtain permit from the State of California Division of Industrial Safety prior to permit issuance for: - Trenches or excavation 5 feet or more in depth into which a person is required to descend. - Construction or demolition of any building, structure, or scaffolding or false work more than 3 stories or 26' in height. HSC 17922.5.6 33. When the entrance to the dwelling is more than 150 ft. as measured from the edge of an improved street or approved fire lane along the normal entrance roadway or walkway to the front door. Obtain clearance from the Hydrants and Access Unit of the Fire Department (L.A.M.C. 57.09.03) 34. Any grading projects involving more than 100 cubic yards of excavation and involving an excavation in excess of 5 feet in vertical depth at its deepest point measured from the original ground surface shall be done by a State of California licensed contractor who is licensed to perform the work described herein. 35. Contractor shall submit a summary of samples which should be reviewed by Owner and Designer prior to beginning construction.

DATE :

AUG. 31 2015

DRAWN BY TAMAR NACHSHON CHECKED BY D.A.I. TITLE : GENERAL NOTES

36. The Contractor shall provide an overall project schedule indicating critical meeting dates, lead times and decisions required.

SHEET NO: ID-1.0

37. This set of construction drawings is presented as a singular package and shall not be issued to subcontractors as individual sheets. The only drawings used for this project should have the proper issue date on each sheet and the note "Issued for Construction" 38. All work shall comply with all local and state building codes having jurisdiction. 39. The Contractor shall visit the site and verify all existing conditions and shall report to Designer, in writing, any discrepancies between the drawings and the site before proceeding with the work. Do not scale drawings. 40. All symbols and abbreviations used within these construction documents are to be considered to be construction standards. Any question as to their meaning shall be addressed to Designer, in writing, for clarification. 41. The structural, mechanical and electrical drawings are supplemental to the design drawings. It shall be the responsibility of the General Contractor to check with the Design drawings before the installation of Structural, Mechanical or Electrical work. Should there be any discrepancy between the Designer's and Consulting Engineer's drawings that would cause an awkward installation, it shall be brought to the Designer's attention for clarification prior to the construction of said work. Any work installed in conflict with the Design drawings shall be corrected by the Contractor at no expense to the Designer, Consulting Engineers or the Owner. 42. All exterior doors and windows shall be weatherstripped per specifications to meet conservation codes and standards. All exterior joints around window and door frames, between walls and foundations, between walls and roof, between wall panels and at penetrations through building envelopment shall be sealed using the specified sealants and caulking to limit air leakage. 43. All void areas which may exist at penetrations of all electrical, mechanical, plumbing and communication conduits and piping through rated walls or construction shall be tightly filled with friction safing. 44. All gypsum wallboard shall be 5/8" thick u.n.o. on plans. All outside corners shall have metal corner beads. Type "X" gyp. board shall be used at all fire rated partitions. Moisture-resistant gyp. board shall be used at all toilets, baths and kitchens. Any conflict between the finish and structural or hvac requirements of the project shall be furred out or recessed as required to produce a smooth, continuous finish. 45. The General Contractor shall be responsible for all Mechanical, Electrical and Sub-contractor permits required. 46. It shall be the General Contractor's responsibility to replace any material and/or finish damaged during the execution of work. 47. The General Contractor shall provide sanitary facilities at the site as required. 48. The Designer will have the authority to reject work which does not conform to the contract documents. 49. The Designer's decisions in matters relating to aesthetic effect will be final if consistent with the contract documents. 50. Wall coverings in showers and tubs to be cement, plastic, tile or equal to 70" above drain. Enclosures shall be approved safety glazing and door shall swing out. Windows in enclosure walls shall be labeled safety glazing when less than 60" above drain. 51. All construction fencing and protection of public property shall conform to the provisions in UBC Chapter 44, Sections 4402-4405. 52. Provide smoke detectors within all sleeping rooms, within hallways leading to sleeping rooms and above all stariways, including stairways to basements. Smoke detectors shall be 120-volt hard wired State Fire Marshall approved devices with battery backup, installed in accordance with their listing. Detectors shall sound an alarm audible in all sleeping areas which they are provided for, as per code. 53. Provide draft stops for floor/ceiling assemblies. 54. Exterior doors shall be equipped with a dead locking latch and a dead bolt with hardened insert with 1" minimum throw and 5/8" minimum embedment into jamb. Both are to be key operated from the outside. 55. Windows and door lights within 40" of the locking device shall be fully tempered and/or burglary resistant. 56. Designer is the Owner's representative and there shall be no direct communication with the Owner by Contractors without written permission from the Designer. 57. All exterior joint and openings in the building envelope that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. 58. All work shall comply with ubc 1997, umc 1994, upc 1994 and nec 1993.

Special Hazards 1. Class A roof covering is required for all buildings located in a Mountain Fire District or Fire Buffer Zone. 2. Roof obstructions such as television antennae, guy wires, solar panels, razor ribbon, fence, cable, or other obstructions shall not prevent Fire Department access or egress in the event of a fire. LAMC 57.12.02 3. Pre-fab fireplaces require manufacturer, model, and Underwriter Laboratories certification (or ICBO). Top of chimney must extend a minimum of 2' above any part of the building within 10'. 91.3102.3.6 4. Provide an approved spark arrestor for the chimney of a fireplace, stove, or barbecue which uses fuel burning material. (L.A.M.C. 57.20.25) 5. Ann approved Seismic gas shutoff valve will be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. 6. The indoor storage of combustible materials shall be regulated in relation to arrangement, location, size of areas, height, separations, and housekeeping. LAMC 57.57.03 7. Provide collision barriers adequate to protect control meters, regulators, and piping for hazardous material that are exposed to vehicular damage. LAMC 57.20.07

Security Requirements

12. Metal or wooden overhead or sliding doors shall be secured with a cylinder lock, padlock with a min. 9/32" diameter hardened steel shackle and bolted, hardened steel hasps, metal slide board, bolt or equivalent device unless electrically operated. 91.6711 13. Provide metal guides at top and bottom of metal accordion grate or grille-type doors and cylinder locks or padlocks. Cylinder guards shall be installed on all cylin- ders which project beyond the face of the door or are otherwise accessible to gripping tools. 91.6712 Glazing: 14. Glazed openings within 40" of the door lock when the door is in the closed position shall be fully tempered glass or approved burglary resistant material, or shall be protected by metal bars, screens or grills having a max. opening of 2". The provisions of this section shall not apply to view ports or windows which do not exceed 2" in their greatest dimensions. 91.6713 Windows: 15. Louvered windows shall be protected by metal bars or grills with openings that have at least one dimension of 6" or less, which are constructed to preclude human entry. 91.6715.3

Doors: 3. Wood flush-type doors shall be 1 3/8" thick min. with solid core construction. 91.6709.1 - Door stops of inswinging doors shall be of one piece construction with the jamb or joined by rabbet to the jamb. 91.6709.4 4. Every door in a security opening for an apartment house shall be provided with a light bulb (60 watts min.) At a max. height of 8' on the exterior. 91.6708 5. All pin-type door hinges accessible from outside shall have non-removable hinge pins. Hinges shall have min. 1/4" dia. steel jamb stud with 1/4" min. protection.The strike plate for latches and holding device for projecting dead bolts in wood construction shall be secured to the jamb and the wall framing with screws no less than 2-1/2" long. 91.6709.5, 91.6709.7 6. Provide dead bolts with hardened inserts; deadlocking latch with key-operated locks on exterior. Locks must be operable from inside without key, special knowledge or special effort (latch not required in B, F, and S occupancies. 91.6709.2 7. Straight dead bolts shall have a min. throw of 1" and an embedment of not less than 5/8", and a hook-shaped or an expanding-lug deadbolt shall have a min. throw of 3/4". 91.6709.2 8. The use of a locking system which consists of a dead-locking latch operated by a doorknob and a deadbolt operated by a non-removable thumb turn which is independent of the deadlocking latch and which must be separately operated, shall not be considered as a system which requires special knowledge or effort when used in dwelling units. The door knob and the thumb turn which operates the deadbolt shall not be separated by more than 8". 9. Wood panel type doors must have panels at least 9/16" thick with shaped portions not less than 1/4" thick and individual panels must be no more than 300 sq.in. in area. Mullions shall be considered a part of adjacent panels except mullions not over 18" long may have an overall width of not less than 2" and 3" in width. 91.6709.1 item 2 10. Sliding doors shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. 91.6710 11. Sliding glass doors shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the tests specified in 91.6717.1

4. All high and low voltage wiring to be installed in properly sized conduit as required by state and local codes. 5. Outlets to be installed at locations shown by dimensions on Electrical and Lighting plan. Where no dimension is indicated, outlet locations shall be scaled off drawings. 6. Outlets indicated as back to back shall be installed staggered, unless otherwise noted. 7. All high and low voltage wiring to run concealed in walls, columns, floor, U.O.N. 8. Electrical contractor shall coordinate all work with other trades, including HVAC contractor, in connection with suspended ceiling installation and mechanical equipment. H.V.A.C. contractor shall direct this contractor as to adequate power and cable requirements of various H.V.A.C. equipment. All wiring of equipment and controls shall be performed by electrical contractor. 9. All telephone work is to be coordinated with telephone company.

16. Other operable windows shall be provided with substantial locking devices. In B, F, M and S occupancies, such devices shall be glide bars , bolts, cross-bars, and/or padlocks with min. 9/32" hardened steel shackles and bolted, hardened steel hasps. 91.6715.2 17. Sliding windows shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. 91.6715.1 18. Sliding windows shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the tests specified in 91.6717.2

General: 1. All entry doors to dwelling units or guest rooms shall be arranged so that the occupant has a view of the area immediately outside the door without opening the door. Such view may be provided by a door viewer, through windows located in the vicinity of the door or through a view ports in the door or adjoining wall. 91.6706 ` 2. Screens, barricades, or fences made of material which preclude human climbing shall be provided at every portion of every roof, balcony, or similar surface which is within 8' of the utility pole or similar structures.91.6707

3. The electrical contractor shall perform all chopping, cutting and drilling of partitions and floors necessary for the proper installation of all electrical work.

19. Any release for metal bars, grills, grates or similar devices constructed to preclude human entry that are installed shall be located on the inside of the adjacent room and at least 24" from the closest opening through such metal bars, grills, grates or similar devices that exceed two inches in any dimension. 91.6715.4 Opening other than Doors or Glazed Openings: 20. All other openings must be protected by metal bars or grilles with openings of not less than 6" in one dimension. 91.6716

Energy Requirements

10. Where telephone or data outlets are indicated, contractor shall provide one single gang wall box (or floor box, as required) with 3/4" conduit stubbed up 6 inches above the ceiling, U.O.N. General Contractor shall supply interface devices and cover plates. Installation and demolition of all telephone and data cabling shall be done by the Tenant's own vendor. If outlet is indicated as future, electrical contractor shall provide a blank cover plate to match electrical cover plates. All telephone and electrical outlets for telephoneequipment shall be verified and approved by Tenant's telephone company and shall approve all conduit sizes and locations.

Electrical Notes 1. All work to be performed by electrical contractor shall be in strict accordance with all applicable Building Codes, ordinances and energy requirements, and shall be performed by duly licensed electricians. 2. Electrical contractor shall be responsible for adequate power and wiring and for all distribution facilitied to the demised premises, including but not limited to panels, switches, breakers, etc., to meet all specified requirements.

11. All millwork shall be finished in shop with necessary touch-up to be performed on job site after installation. 12. All built-in plumbing fixtures shall be supplied and installed by plumbing contractor. Plumbing contractor shall supply all necessary information for cutouts to be performed by cabinet contractor within one week after award of contract. 13. All millwork to be manufactured in accordance with the Woodwork Institute of California Manual of Millwork:

B. Custom Grade Construction, U.O.N., for all plastic laminate finish millwork, see exception below.

EXCLUDING RESTAURANT KITCHEN AND HALL A

Wall & Floor Finish Notes

3. Wall finishes shall conform to local building codes for flame spread rating.

17. Install light switches at +42" A.F.F. and within 8" of door jambs, U.O.N. 18. All outlets and switches located above counter tops shall be mounted vertically, U.O.N., and horizontally aligned. 19. Thermostats shall be installed at +42" max. A.F.F. and adjacent to light switches, U.O.N.

1. All custom cabinets or millwork shall be furnished, delivered and installed by cabinet contractor. 2. Millwork contractor to verify and be responsible for field verification of all site conditions, dimensions and delivery access prior to installation. 3. Millwork contractor to coordinate with partition contractor to verify size and placement of blocking as required to support wall hung cabinets. 4. All millwork, blocking, grounds and rough blocks to be fire retardant treated in accordance with local municipal codes. 5. Where electrical work is specified in conjunction with cabinet work, lamps and fixtures are to be provided by the electrical contractor. Cutouts for switches, outlets, etc., shall be provided by the millwork contractor and coordinated with the electrical contractor. 6. Millwork contractor shall submit shop fabrication drawings (one transparency and one blue line print of each drawing) for review by Designer, prior to any fabrication. 7. The review of shop drawings shall be general and/or for aesthetic interpretation; and except as otherwise indicated, shall not be construed as: permitting any departure from contract or lease requirements; relieving the Contractor of responsibility for any error in details, dimensions, or otherwise that may exist; or as our approving departure from additional details or instructions previously furnished by .

CLIENT:

NORMAN STONE

NOTES:

4. Wall surfaces shall be prepared for paint. All paint shall be applied in accordance with manufacturer's specifications for the particular surfaces. Provide minimum two (2) coats of paint finishes over primer (or as required). Repaint or touchup areas, where necessary, prior to completion. 5. Paint finish of all walls, columns, ceilings, facias and soffits shall be "eggshell", unless otherwise noted.

KEY PLAN 6. Paint finish of all metals parts, i.e., doors and door frames, convector enclosures, window frames, metal pockets, metal trim (not shop finished), etc., shall be sprayed on alkyd semi-gloss, U.O.N. Paint finish on all wood doors, casework and millwork where specified is to be sprayed-on semi-gloss enamel finish. 7. Seams must be butted straight. All material must be left clean without unglued edges or air bubbles. Cut edges must be concealed by hardware, electrical cover plates, etc. 8. Wall covering contractor shall coordinate all wall covering application in or on cabinet work with cabinet contractor. 9. All access panels shall be painted to match adjacent finishes, U.O.N.

Casework & Millwork Notes

STONE CENTER FOR THE ARTS MAIN LEVEL REMODEL

13. All incandescent down light and wall wash fixtures shall be circuited to accept 150-watt lamps, even though lesser wattage lamps may be specified, U.O.N. 14. Where one (1) switch only is indicated on plan, contractor shall provide additional switches as required in accordance with C.A.C Title 24 and best trade practices. Such switches shall be in locations as indicated on plan (within 8" of door jamb, U.O.N.) and grouped in gang plates.

PROJECT:

A. Premium Grade Construction, U.O.N., for all hardwood and veneer finished millwork.

2. Submit three (3) 12" x 12" samples of all finish materials (stone, paint carpet, wood, etc.) for review by Designer.

16. Install all wall-mounted telephone, electrical and data outlets at +15" A.F.F., U.O.N.

6. The building design meets the requirements of Title 24, Part 2, Chapter 2-53. Insulation installer shall post in a conspicuous location in the building a certificate signed by the installer and builder stating that the installation conforms with the requirements of Title 24, Chapter 2-53 and that the materials installed conform with the requirement s of Title 20. Ch 2, Sbch4. Art 3.

10. Millwork contractor shall be responsible for all wall covering in or on cabinet work, unless otherwise noted.

12. All dimensions of lighting fixtures are given to centerline of fixture, U.O.N.

2. Provide R-12 exterior blanket for hot water heater and solar tanks. R-3 insulation shall be provided for the first five feet of the water heater outlet pipe. All water heating and space conditioning equipment, shower heads and faucets shall be C.E.C. certified. All steam and steam condensate return piping and all continuously circulating domestic heating or hot water piping shall be insulated per Plumbing Division.

5. Manufactured doors and windows shall be certified and labeled in compliance with the appropriate infiltration standards. Caulk plumbing and electrical penetrations, all window and door frames, between wall soleplates and floors and all other opening in the envelope. All exterior openings shall be properly weatherstripped, certified and labeled

9. Millwork contractor shall submit all paint, wood and special finish samples in triplicate for review by Designer Interiors, prior to fabrication.

1. Refer to Finish Plan(s) and to specific notes and/or specific details thereon. Also, see Construction and Fire Department Notes.

15. Electrical contractor (Engineer) shall provide night lighting by assigning selected fixtures to a 24-hour (emergency) circuit and as required by local electrical codes.

4. All insulation materials shall be certified by the manufacturers complying with the California Quality Standards for insulating Material. Doors and windows between conditioned and outside of unconditioned spaces such as garages and compartments for central air gas furnaces shall be fully weatherstripped.

8. All millwork shall be fabricated of minimum 3/4 inch stock, or as noted on details.

11. For fixture locations and specifications refer to reflected ceiling plans and master legend.

1. A night setback thermostat shall be installed. Minimum 40 lumens/watt efficiency shall be provided for general lighting in kitchens and bathrooms (fluorescent lights)

3. Ducts shall be constructed, installed and insulated per Chapter 10 of 1994 UMC. Back draft dampers for all exhaust and fan systems shall be provided. Masonry and factory built fireplaces shall be installed with tight fitting, closable metal or glass doors, outside air intake with damper, and flue damper. Continuous burning gas pilots are prohibited.

The Contractor shall correct errors in/and omissions from the work, without additional cost to the Tenant or Owner whether or not work was installed as per reviewed shop drawings.

10. All required priming or sizing of walls in order to apply paint or wall covering shall be by the wall finish contractor installing the specified finish. 11. Contractor shall remove all existing base boards and flooring materials, U.O.N., to expose original building sub flooring (plywood or concrete). Patch and repair sub floor to receive new finish flooring in adequate time for installation.

DATE :

AUG. 31 2015

12. Where carpeting meets tile, provide Mercer (or equal) vinyl commercial carpet reducer molding, U.O.N. 13. Closets are to receive the same floor covering as the rooms in which they occur, U.O.N. 14. Unless otherwise noted, provide base as follows: 15. Flooring contractor shall test floor slab where wood is being installed for moisture. If required, seal floor slab with Deco-Rez, #3501M moisture guard, before installation of wood flooring. 16. In areas receiving ceramic or stone tile; grout is to match floor color, U.O.N. Where edge of tile is exposed, use matching finish trim strip.

DRAWN BY TAMAR NACHSHON CHECKED BY D.A.I. TITLE : GENERAL NOTES

17. Flooring contractor shall provide matt finish sealer (2 coats min.) on all unfinished tile or stone flooring, U.O.N.

SHEET NO: ID-1.1

DOOR SCHEDULE TYPE LOCATION MANUFACTURER

NUMBER

SIZE

101

10'-6" x 10'-0"

102

6'-0" x 8'-0"

ENTRY GIFT

RATING

FRAME FINISH

DOOR FINISH

1-3/4"

DTP

WOOD WP2

WP2

1-3/4"

DTP

WOOD WP3

WP3

103

3'-0" x 7'-0"

VISITOR

1-3/4"

WOOD WP4

WP4

104

3'-0" x 7'-0"

STAIRS

1-3/4"

WOOD WP5

WP5

105

3'-0" x 7'-0"

EXIT

1-3/4"

WOOD WP5

WP5

106

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

107

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

108

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

109

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

110

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

111

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

112

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

113

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

114

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

115

2'-8" x 7'-0"

W/M

1-3/4"

WOOD WP4

WP4

116

3'-0" x 7'-0"

W/M

1-3/4"

WOOD WP5

WP5

117

3'-0" x 7'-0"

W/M

1-3/4"

WOOD WP5

WP5

118

3'-0" x 7'-0"

STUDIO

1-3/4"

WOOD WP5

WP5

119

3'-0" x 7'-0"

STUDIO

1-3/4"

DTP

WD/GL WP2

120

3'-0" x 7'-0"

STUDIO

1-3/4"

DTP

121

3'-0" x 7'-0"

STAIR

122

3'-0" x 7'-0"

123

6'-0" x 8'-0"

124

REMARK

MASTER KEYNOTE 0200 SHORING & SITEWORK 0201 RECYCLED CONCRETE PAVERS 0202 P.I.P. CONCRETE WALKWAY PER STRUCTURAL 0203 P.I.P. CONCRETE STAIRS PER STRUCTURAL 0204 TRENCH DRAIN 0205 GRAVEL 0206 DRAIN, CAST IRON 0207 LANDSCAPING 0208 GATE 0209 PLANTER 0210 TILT-UP CONCRETE WALL

0600 WOOD & PLASTICS 0601 WOOD FRAMING PER STRUCTURAL 0602 BIRCHWOOD PER STRUCTURAL TO BE FINISH FLOOR, SAND AND SEAL 0603 PLYWOOD PER STRUCTURAL 0604 CASEWORK/MILLWORK W/ HD. WD. VENEER FINISH ALL EXPOSED SURFACES

0300 CONCRETE 0301 CONCRETE SLAB PER STRUCTURAL 0302 INTERIOR STAIR PER STRUCTURAL 0303 EXISTING STRUCTURAL BEAMS ABOVE PER STRUCTURAL 0304 EXISTING EXPOSED STRUCTURAL CONCRETE COLUMN PER STRUCTURAL

0700 WATERPROOFING 0701 FIBERGLASS BATT INSULATION PER ENERGY STDS. OR INSULATION SCHEDULE, WHICHEVER GREATER 0702 SKYLIGHT ABOVE 0703 SLAB INSULATION R-10 MIN 0800 DOORS & WINDOWS

WINDOW SCHEDULE

CONSOLE

104

IDEA HOME CO.

NORDIAL

DTP

AL1

255

DINING CHAIR

105, 108

HUSSL

ST10

8'-0"

DTP

AL1

252

LOUNGE CHAIR

105

STUDIO

8'-0"

DTP

AL1

207

TABLE

101, 110

HERMAN MILLER

STUDIO

9'-2"

DTP

AL1

253

TASK CHAIR

101

MINOTI

12'-6" x 8'-0"

CAFE

8'-0"

DTP

AL1

107

9'-9" x 8'-0"

OFFICE

9'-2"

DTP

AL1

WP3

108

9'-9" x 8'-0"

OFFICE

9'-2"

DTP

AL1

16'-2" x 9'-2"

STUDIO

9'-2"

DTP

AL1

ENTRY

8'-0"

DTP

WD/GL WP2

WP2

102

6'-7" x 8'-0"

LOUNGE

8'-0"

1-3/4"

WOOD WP5

WP5

103

9'-9" x 8'-0"

LOUNGE

EXIT

1-3/4"

WOOD WP5

WP5

104

5'-9" x 8'-0"

STUDIO

1-3/4"

DTP

WOOD WP3

WP3

105

29'-3" x 9'-2"

6'-0" x 8'-0"

HALL B

1-3/4"

DTP

WOOD WP3

WP3

106

125

6'-0" x 7'-0"

STORAGE

1-3/4"

WOOD WP5

WP5

126

2'-6" x 3'-6"

BAR

1-3/4"

WOOD WP3

TYPE LOCATION

RATING

FINISH

127

3'-0" x 7'-0"

JANITOR

1-3/4"

WOOD WP5

WP5

109

128

3'-0" x 7'-0"

BOX

1-3/4"

WOOD WP5

WP5

110

8'-3" x 9'-2"

VISITOR

8'-0"

DTP

AL1

111

10'-0" x 8'-0"

STUDIO

8'-0"

DTP

AL1

112

16'-6" x 8'-0"

ENTRY

8'-0"

DTP

AL1

3 HINGES, LATCH, DEADBOLT, CLOSER, KICKPLATE

113

9'-3" x 8'-0"

VISITOR

8'-0"

DTP

AL1

3 HINGES, PUSHBAR, CLOSER, KICKPLATE

114

6'-7" x 8'-0"

GIFT

8'-0"

DTP

AL1

2 HINGES, LEVER, KEYHOLE, KICKPLATE, STOPPER

115

9'-9" x 8'-0"

HALL B

8'-0"

DTP

AL1

2 HINGES, LEVER, KEYHOLE, STOPPER

116

5'-9" x 8'-0"

EXIT

9'-2"

DTP

2 HINGES, LATCHES

117

29'-3" x 9'-2"

EXIT

8'-0"

2 HINGES, LATCH , STOPPER

118

9'-3" x 8'-0"

SERVICE

DESCRIPTION

REMARK

ENTRY

EXIT

OFFICE

JANITOR/STO

TOILET

W/M

HALL B

2 HINGES, LEVER, STOPPER

119

6'-7" x 8'-0"

STUDIO

2 HINGES, LEVER, KEYHOLE, KICKPLATE, STOPPER

120

9'-9" x 8'-0"

STAIRS

2 HINGES, LEVER, KEYHOLE, KICKPLATE, STOPPER

LEGEND

LEGEND AL1

Aluminum Cladding w/ MFR Finish DC102 Polar White

DTP TP

DESCRIPTION

REMARK

Wood

Frosted Glass

Paint Finish 1 (sim. WC1)

Stainless Steel

Paint Finish 2 (sim. WC2)

ITEM NAME

001

BATHROOM SINK

LOCATION MANUFACTURER

MODEL

DIMENSION

PROJECT:

DETAIL

FINISH

27.6"W X 70.9L X 29.5"H 17.75"W X 19.69"D X 34.22"H

LIGHT

DOWEL LEG BLACK

HERMAN MILLER EAMES DSW 20"DIAM X 28-34"H ADJUST.

WHITE

DOWEL LEG BLACK

BARN

18"W X 18 14"D X 31 34"H

WHITE

LADDER 120 30"W X 90"L X 29.5"H

LOCATION MANUFACTURER

MODEL

DIMENSION

KRAUS

KJCV-125

16.8"L X 16.8"W X 4.70"H

WHITE

TOILET

106, 107

KOHLER

K-4325-0

26.5"L X 16.5W X 26.5"H

WHITE

003

URINAL

107

KOHLER

K-4920-T

18.2"W X 16.2"D X 42.5"H

WHITE

BAR SINK

KOHLER

114

MOEN

RVH8010

WHITE

25"L X 22"W X 10"H

EQUIPMENT SCHEDULE ITEM NAME

ITEM NO. EXISTING

NOTES:

LOCATION MANUFACTURER

MODEL

DIMENSION

FINISH

E000134

13.5"W X 15.7"D X 9.9"H

WHITE

DETAIL

002

COOLER

114

TRUE

DTP

AL1

003

HOT WATER DISPENSER

114

BUNN

HW2

7"W X 14.5"D X 24"H

STAINLESS STEEL

8'-0"

DTP

AL1

004

ICE MAKER

114

HOSHIZAKI

KM-250BAF

39"H X 25"W X 28"D

STAINLESS STEEL

STUDIO

8'-0"

DTP

AL1

005

BLENDER

114

NINJA

BL660

16.4"H X 12"D X 9.3"W

STAINLESS STEEL

HALL B

8'-0"

DTP

AL1

DTP

REMARK

TBB-24-48-S 35.5"H X 49.2"W X 24.5"D STAINLESS STEEL

KEY PLAN

LIGHTING FIXTURE SCHEDULE ITEM NO.

ITEM NAME

LOCATION

MANUFACTURER

MODEL

DIMENSION

FINISH

DESCRIPTION

BARN PENDANT

102

FRITX FRYER

P0030

15.5"DIAM X 14.2"H

WHITE

Dual, Tempered Glazing

INDUSTRIAL PENDANT

103

NUVO

76-284

16"DIAM X 8.2"H

BLACK

LINE PENDANT

115

WEST ELM

CORD(SM)

11"DIAM X 11"H

GLASS

INDUSTRIAL PENDANT

110, 108

6620

19.7" DIAM

WHITE

CROSSING PENDANT

114

CORD(LG)

16"DIAM X 8.5"H

GLASS

BARN LIGHT ELECTRIC WEST ELM

DETAIL

REMARK

HARDWARE SCHEDULE

WINDOW TYPES

ITEM NO.

ITEM NAME

LOCATION

MANUFACTURER MODEL

DIMENSION

FINISH

DETAIL

REMARK

FX 002 04

LIQUID SOAP DISPENSER

106, 107

BOBRICK

B-2745 5.7"W X 3.5"D X 10.8"H STAINLESS ST.

ID-XX

SENSOR OPERATED WALL MOUNT LIQUID SOAP DISPENSER

FX 003 04

WASTE RECEPTACLE

106, 107

BOBRICK

B-2746

14"W X 4.5"D X 56"H

STAINLESS ST.

ID-XX

SURFACE MOUNTED CONVERTIBLE WASTE RECEPTACLE

106, 107

BOBRICK

B-2747

14"W X 4.5"D X 2"H

STAINLESS ST.

ID-XX

SURFACE MOUNTED TOILET TISSUE DISPENSER FOR TWO

FX 004 08

BATH TISSUE DISPENSER

FX 005 02

GRAB BAR

I06, 107

BOBRICK

B-2748

1.2"DIAM X 36"L

STAINLESS ST.

ID-XX

MEET ACC. GUIDELINES

FX 006 02

GRAB BAR

106, 107

BOBRICK

B-2749

1.2"DIAM X 42"L

STAINLESS ST.

ID-XX

MEET ACC. GUIDELINES

P & C FIXTURE SCHEDULE

NORMAN STONE

THEOREMA VESSEL SINK 23.8"W X 15.2"D X 5.1"H STAINLESS STL.

AL1

Aluminum Cladding w/ MFR Finish DC102 Polar White

REMARK ABOVE COUNTER

ELO

AL1

CLIENT:

DETAIL

FINISH

101, 103, 114

ITEM

EXCLUDING RESTAURANT KITCHEN AND HALL A

CHROME LEG

106, 107

COMMERCIAL SINK 108, 110

MAIN LEVEL REMODEL

RECLAIMED WD.

CASH REGISTER SYSTEM

DESCRIPTION

REMARK

NATURAL WD.

002

005

DOOR TYPES A.

2300 MECHANICAL 2301 DUCTWORK PER MEP 2302 AIR SUPPLY DIFFUSER PER MEP

001

ITEM

ITEM NO.

004

Tempreed Glazing

Clear Glass

2200 PLUMBING 2201 SINK PER MEP 2202 WATER FOUNTAIN PER MEP

PLUMBING FIXTURE SCHEDULE

Dual, Tempered Glazing

1400 CONVEYING SYSTEMS 1401 ELEVATOR CABS

STONE CENTER FOR THE ARTS

206

9'-3" x 8'-0"

ITEM

SPECIALTIES SOAP DISPENSER PER SCHEDULE HAND DRYER PER SCHEDULE TOILET PAPER DISPENSER PER SCHEDULE 36” GRABBAR PER SCHEDULE

AL1

101

DESCRIPTION

1000 1001 1002 1003 1004

ITEM NAME

WP2

ITEM

FINISHES WD. FLOOR PER SCHEDULE PAINT FINISH PER SCHEDULE WALL BASE PER SCHEDULE SUSPENDED CEILING PER SCHEDULE WOOD PANELING SOLID SURFACE PANELING MIRROR GLASS PER SCHEDULE

ITEM NO.

HEIGHT

SIZE

ITEM

0900 0901 0902 0903 0904 0905 0906 0907

48” GRABBAR PER SCHEDULE TOILET SEAT COVER DISPENSER PER SCHEDULE FIRE ESCAPE STAIR ABOVE TOILET PARTITIONS DROPPED CEILING WITH COVE LIGHTINGS SIGNAGE PER SCHEDULE HVAC SYSTEM

FURNISHINGS SCHEDULE

NUMBER

DOOOR HARDWARE SCHEDULE

1005 1006 1007 1008 1009 1010 1011

0801 (N) STOREFRONT DOOR 0802 (N)STOREFRONT WINDOW 0803 CURTAIN WALL PER STRUCTURAL

0500 METAL 0501 STEEL STRUCTURAL MEMBER PER STRUCTURAL

ITEM NO.

ITEM NAME

RECESSED LIGHTING

SMOKE DETECTOR

J BOX

EXIT SIGN

LOCATION

MANUFACTURER MODEL

DIMENSION

FINISH DETAIL

102, 104, 106, 108, 110 ET2 INCA LIGHT 987625 WHITE ID-XX 6" DIAMETER 112, 114 101, 103, 105, 107, 109 ET2 INCA LIGHT 987656 WHITE ID-XX 6" DIAMETER 111, 113, 115 101, 103, 104, 105, 106, FIREX BLS02 6" DIAMETER X H2" WHITE ID-XX 107, 108, 109, 112, 114 103, 108 RACO 123755 3" X 5" DEPTH STEEL ID-XX 110, 115

ZANEEN

LK997W

12" X 1" X 6"

STEEL

ID-XX

SCALE :

N.T.S.

DATE :

AUG. 31 2015

REMARK 6" COMPACT FLUORESCENT DIRECTIONAL RECESSED INCANDESCENT E26 BULBS 6" COMPACT FLUORESCENT DOWN LIGHTING RECESSED INCANDESCENT E26 BULBS FIRE ALERT ONELINK SMOKE/CARBON MON ALARM

EDGE LT EXIT ADJUSTABLE ANGLE RED LED SURFACE MOUNTED

DRAWN BY TAMAR NACHSHON CHECKED BY D.A.I.

TITLE : MASTER LEGEND

SHEET NO: ID-2.0

GENERAL NOTES 1. Remove all existing ceiling finishes and ceiling systems.

8.5

2. Remove all existing floor finishes. Patch with cement based underlayer for new finishes.

3. Remove existing plumbing fixtures. Cut & cap plumbing lines below finish floor. Patch floor for new finishes.

PARKING +_158'-4" (E) V.I.F.

+_ 17'-3"

(E) V.I.F.

20'-2"

+_ 21'-7"

+_ 20'-0"

+_ 15'-7"

(E) V.I.F.

4'-8"

4. Remove wall assembly indicated to be demolished U.N.O.

+_ 18'-1" 1'-0"

4'-9" 7'-9"

6'-2"

(E) V.I.F.

5'-11" 9"

2'-3"

1'-7"

1'-5"

5. Remove all interior doors, frames, and hardware.

10'-0"

6. Remove all existing millwork U.N.O.

A (E) KITCHEN

(E) V.I.F.

+_ 12'-5"

A (E) W/C

7. Remove all existing electrical and mechanical fixtures and systems. 8. All roofing system, and support steel to remain. Remove ceiling below roof.

(E )I.T. WORK AREA

B (E) BREAK ROOM

(E) STORAGE

10. All existing exterior and interior columns to remain U.N.O.

(E) V.I.F.

+_ 11'-5"

(E) POOL ROOM

C DE-05

(E) LIBRARY

(E) V.I.F.

+_ 16'-4"

DE-06

(E) FACIAL MO-CAP

11. Do not alter the structural integrity of the existing building or its assemblies unless specifically noted otherwise, as directed by structural. Shore as required.

DE-03

+_ 11'-4"

DE-02

(E) ENTRY

(E) V.I.F.

+_100'-9"

(E) V.I.F.

DE-01

(E) PRODUCTION AREA

DE-04

VENICE BLVD.

6'-8" +_

(E) V.I.F.

DEMOLITION KEYNOTES

(E) V.I.F.

+_ 12'-9"

(E) V.I.F.

4'-2"

F G

(E) MO-CAP AREA +_ 9'-3"

J (E) PROGRAMMING AREA

(E) P.I.P. CONC. TO REMAIN (E) P.I.P. CONC. TO BE REMOVED PER STRUCTURAL, SHORE AS REQUIRED

(E) SCREENING ROOM

(E) V.I.F.

+_ 16'-4"

DE-01 Remove central columns; install temporary roof support per structural engineer. DE-02 Remove existing doors in exterior walls. DE-03 Remove metal stairs, railing and landing. DE-04 Remove concrete stairs, railing and l anding. DE-05 Remove elevated floor and prepare for elevator installation. Consult with elevator specialist for depth under grade. DE-06 Remove upper level floor slab for stairs addition; install temporary roof support per structural engineer.

DEMOLITION LEGEND

(E) FRAMED PARTITION TO BE REMOVED PER STRUCTURAL (E) STAIR TO BE REMOVED

L 1'-8"

6'-5"

1'-8"

1'-6"

5'-1"

4'-0"

2'-11"

(E) STEEL COLUMNS TO BE REMOVED (E) NOT IN CONTRACT

ALLEY

MAIN LEVEL REMODEL EXCLUDING RESTAURANT KITCHEN AND HALL A CLIENT:

NOTES:

KEY PLAN

(E) V.I.F.

STONE CENTER FOR THE ARTS

NORMAN STONE

(E) I.T. EQUIPMENT ROOM

(E) CONFERENCE ROOM

9. All structural concrete slab floor to remain U.N.O.

PROJECT:

8.5

SCALE :

1/8"=1'-0"

DATE :

AUG. 31 2015

DRAWN BY TAMAR NACHSHON CHECKED BY D.A.I. TITLE : DEMOLITION PLAN

DEMOLITION PLAN

10'

SHEET NO: ID-3.0

GENERAL NOTES 1. FIXTURES SHOWN FOR REFERENCE ONLY. SEE FF&E PLAN (SHT. ID1.3) AND FIXTURE SCHEDULE (SHT. ID 0.4) FOR COMPLETE FIXTURE INFO. 2. SEE FINISH PLAN (SHT. ID 1.6) AND FINISH SCHEDULE (SHT ID 0.4) FOR FINISH INFO. 3. SEE ENLARGED PLANS AS INDICATED FOR ADD’L INFO AT PUBLIC RESTROOMS AND RESOURCE LIBRARY (SHT. ID 4.1) 4. ALL DOOR ROUGH OPENINGS TO BE LOCATED 4” OFF THE WALL ON THE HINGE SIDE U.N.O.

PARKING 150'-11"

8.5

9.8

+_17'-3"

+_20'-2"

+_21'-7"

+_20'-0"

+_15'-7"

+_16'-3"

(E) V.I.F.

4'-1"

8'-10"

2'-1"

4'-11"

1'-1"

4'-3"

PARTITION SCHEDULE

4'-2"

PROJECT: 115

111

110

103

112

1'-0"

05 000 002

104

17'-10"

12 030 002

STAGE 116

STUDIO B 110

105

25'-6"

12 030 003

8'-7"

(E) V.I.F.

HALL B 111

9'-11"

1'-2"

108

114

7'-2"

113

2'-6"

BOX OFFICE 101

STORAGE 113

6'-5"

09 050 002

102

105

12 030 001 09 050 003

8'-8"

SEE ENLARGED PLAN, SHEET ID-5.1

3'-8"

106

09 050 004

5'-3"

4'-3"

1'-1"

BAR 114 RECEPTION 102 16'-4"

11'-4"

12 030 008

009

05 000 001 10 000 002

ID-7.2

(E) V.I.F.

9'-0"

5'-0"

7'-11"

8'-4"

+_ 11'-4"

104

F 3 4

6'-1"

EQ.

7'-8"

09 050 008 09 050 009

101

VISITOR CENTER 104

12 030 013 12 030 014

12 030 011 12 030 012

101 EQ.

KITCHEN 116 N.I.C.

+_ 11'-4"

10 000 003

104

22 21

L 1'-0"

9'-5"

3'-0"

2'-7"

9'-2"

EQ.

8'-8" 12'-8"

7'-4"

SEE ENLARGED PLAN, SHEET ID-5.0

3'-11"

107 RESTAURANT 4'-0" 105

MENWOMEN 106 107

6'-6"

1/8"=1'-0"

DATE :

AUG. 31 2015

DRAWN BY TAMAR NACHSHON CHECKED BY D.A.I.

1'-1"

TITLE : CONSTRUCTION PLAN

9.5

ALLEY

ID-110

108

SCALE :

3'-7"

106

L 109

STAIR PER DETAIL

NOT IN CONTRACT

104

102

5'-0"

12 030 016 12 030 015

105 D

12 030 017

(E) V.I.F.

KEY PLAN

OBJECT BEYOND

05 000 003

(E) V.I.F.

09 050 010 09 050 011

(E) V.I.F.

+_ 16'-4"

12 030 018

J +_

NOTES:

30'-10"

87°

(N) P.I.P. CONC. STRUCTURE PER STRUCTURAL (N) FRAMED CONSTRUCTION PER PARTITION SCHEDULE

TYPICAL 2 HR SHAFT PARTITION 4” 16 GA. MTL. C-H STUD W/ 3” SOUND ATTENUATION BLANKET, (2) LAYERS OF 5/8” TYPE X GWB. ON THE EXTERIOR SIDE & (1) LAYER OF 1” TYPE X GWB ON THE INTERIOR SIDE. SEE DTL X/IDX.X

102

14'-5"

9'-3"

(E) V.I.F.

TYPICAL CHASE PARTITION (2) 3 5/8” 16 GA. MTL. STUDS W/ 3” SOUND ATTENUATION BLANKET & (1) LAYER OF 5/8” GWB ON EA. SIDE. REFER TO PLANS & DTLS. FOR DIMS. SEE DTL. 7/ID6.2

NORMAN STONE

(E) P.I.P. CONC. STRUCTURE TO REMAIN

H STUDIO A 108

09 050 007 09 050 006

EQ.

EQ. 4'-8"

12'-6"

+_ 12'-9"

(E) V.I.F.

106

TYPICAL ACOUSTIC PARTITION 3 5/8 16 GA. MTL. STUD W/ 3” SOUND ATTENUATION BLANKET & 1 LAYER OF 5/8” GWB ON EA SIDE. SEE DTL. 8/ID 6.2

CLIENT:

CONSTRUCTION LEGEND

101

12 030 019

EXCLUDING RESTAURANT KITCHEN AND HALL A

G 3'-8"

116 21'-6"

+_ 4'-2"

09 050 005

VENICE BLVD.

6'-8" +_

GIFT SHOP 103

(E) V.I.F.

105

(E) V.I.F.

1'-10"

12 030 009

ATRIUM 109

D E

MAIN LEVEL REMODEL

(E) V.I.F.

6'-11"

11'-9"

100'-9"

HALL A 115 N.I.C.

9'-9"

14'-5"

87°

(E) V.I.F.

75°

COURTYARD LOUNGE 115

10'-2"

16'-0"

90°

+_ 38'-6"

7'-2"

103

STONE CENTER FOR THE ARTS

12 030 005

12 030 004

TYPICAL 2 HR PARTITION 3 5/8” 16 GA. MTL. STUD W/ 3” SOUND ATTENUATION BLANKET & 2 LAYERS OF TYPE X 5/8” GWB ON EA. SIDE. SEE DTL. X/IDX.X.

101

107

TYPICAL 1 HR PARTITION 3 5/8” 16 GA. MTL. STUD W/ 1 LAYER OF 5/8” TYPE X GWB ON EA. SIDE. SEE DTL. 9/ID6.2

13'-2"

A 9'-11"

104

TYPICAL NON-BEARING PARTITION 3 5/8” 16 GA. MTL. STUD W/ 1 LAYER OF 5/8” GWB ON EA. SIDE. SEE DTL. 10/D6.2

12 030 007

12 030 006

9'-9"

4'-3"

12'-9"

12'-7"

+_23'-11"

JANITORIAL 112

09 050 001

10 000 001

1'-0"

CONSTRUCTION PLAN

SHEET NO: 8'

10'

ID-3.1

KEY NOTES SEE MASTER LEGEND SHEET FOR KEYNOTE LEGEND (SHT. ID-2.2)

PARKING 150'-11"

8.5

9.8

17'-3"

+_20'-2"

+_21'-7"

+_20'-0"

+_15'-7"

+_16'-3"

(E) V.I.F.

200

FF&E NOTES 1. SEE MASTER LEGEND SHEET FOR FIXTURE & FURNISHINGS SCHEDULE FOR COMPLETE INFORMATION (SHT. ID-2.1) 2. COORDINATE WITH PLUMBING DRAWING (SHT. ID-3.1)

TABERET SB

100

EASEL

254

COUCH

6'-1"

CENTER TO WINDOW EQ. 7'-8"

9'-6"

200

EQ.

22'-6"

EQ.

(E) V.I.F.

HALL B 111 STORAGE 113

EQ.

IDENTIFYING NUMBER TYPE

TABLE

FURNITURE FIXTURE EQUIPMENT

BOXOFFICE 101

9'-1"

2'-11"

2'-7"

2'-9"

6'-10"

TOTAL QUANTITY

1'-11"

TABLE

20'-10"

TABLE LAMP

EQ.

+_ 23'-11"

STAGE 116

SIDE TABLE SB

BO 207 BO 501

202

6'-8"

TASK CHAIR

8'-7"

STUDIO B 110

JANITORIAL 112

12'-8"

3'-7"

9'-11"

10'-6"

8'-7" 6'-10"

2'-0"

CHAIR GS

6'-8" +_

950

+_ 11'-4"

GIFT SHOP 103

4'-2"

4'-7"

1'-9"

12 030 010

VC 900

18'-0" 1'-9" TYP

9'-9"

FX 002 04

FX 003 04

15 FX 006 02 FX 005 02

KITCHEN 116 N.I.C.

CONSOLE

J +_ 11'-4"

12'-3"

44"MIN.

VC 206

2'-11" TYP

CENTER TO THE ROOM

FX 004 08 22

5'-0"

CHAIR

RESTAURANT 105

EQUIPMENT2

253

MENWOMEN 106 107

SA 750

203

WORK TABLE SA

250

256

1/8"=1'-0"

DATE :

AUG. 31 2015

204

9.5 02

LARGE TABLE

EQUIPMENT

CHECKED BY D.A.I.

CHAIR4 RT

255

DRAWN BY TAMAR NACHSHON

CHAIR3 RT

252

CHAIR2 RT

SEE ENLARGED PLAN, SHEET ID-5.0

CHAIR2

3'-11"

CURTAIN SA 261 01

SCALE :

2'-7"

ALLEY

TITLE : FURNITURE, FIXTURES,

ID-110

260

(E) V.I.F.

EQ.

8'-4"

2'-3"

EQ.

6'-10"

(E) V.I.F.

20'-9"

4'-6" 36"MIN.

3'-10"

30'-2"

2'-7" TYP

VC 850

RECTANGULAR PLANTER 8

44"MIN.

VISITOR CENTER 104

4'-0"

CHAIR

EQ.2

4'-2"

(E) V.I.F.

3'-0"

EQ.

24'-7"

10'-0"

EQ.

EQ.2

10'-5"

STUDIO A 108

4'-0"

9'-2" TYP EQ.

1'-9"

ROUND TABLE

5'-9" TYP

PUB CHAIR

KEY PLAN

87°

203

3'-2"

+_ 12'-9"

(E) V.I.F. (E) V.I.F.

9'-3"

259

EQ.

H +_

1'-7"

6'-7" TYP

+_ 16'-4"

750 01 ARTWORK SERIES

(E) V.I.F.

COURTYARD LOUNGE 115

EQ.

ATRIUM 109

NOTES:

(E) V.I.F.

55"TV

20'-5"

100'-9"

HALL A 115 N.I.C.

255

(E) V.I.F.

1'-6"

1'-4" EQ.

+_ 38'-6"

(E) V.I.F.

EXCLUDING RESTAURANT KITCHEN AND HALL A

NORMAN STONE

° 75

MAIN LEVEL REMODEL

CLIENT:

BAR 114 RECEPTION 102 1'-0"

STONE CENTER FOR THE ARTS

SEE ENLARGED PLAN, SHEET ID-5.1

15'-0"

1'-2"

PROJECT:

BO 253 3'-10"

FF&E SYMBOL LEGEND

VENICE BLVD.

2'-9"

& EQUIPMENT PLAN

FF & E PLAN

10'

SHEET NO: ID-3.2

CEILING LEGEND 6" COMPACT FLUORESCENT WALLWASHER RECESSED LIGHT

PARKING 150'-11"

6" COMPACT FLUORESCENT DOWNLIGHT RECESSED LIGHT

9.8

8.5

HVAC SUPPLY HVAC RETURN S

17'-3"

+_20'-2"

+_21'-7"

+_20'-0"

+_15'-7"

+_16'-3"

(E) V.I.F.

SMOKE DETECTOR BATHROOM EXHAUST FAN

4'-9" EXIT

3'-8"

6'-11"

5'-0"

2'-10"

1'-3"

4'-8"

6'-0"

1'-6"

9'-0"

STAGE 116

9'-0"

3'-0"

HALLB 111

6'-1"

4'-9"

JANITORIAL2'-8" 112

9'-10"

3'-11"

5'-2"

A 4'-10"

4'-8"

5'-4"

1'-8" S

EQ.

5'-1"

STORAGE 113

1'-2"1'-8"

+7'-6"

2'-0"

4'-2"

2'-1"

+7'-6"

3'-6"

8'-5"

+7'-6"

BOX OFFICE 101

3'-3"

5'-7"

3'-4"

005

BAR 114 RECEPTION 102

EQ.

EQ. 1'-0" 2'-8"

1'-6"

2'-10" 1'-4"

+7'-6" S

6'-8"

1'-11" 1'-3"

3'-8"

4'-0"

MAIN LEVEL REMODEL EXCLUDING RESTAURANT KITCHEN AND HALL A CLIENT:

12'-6"

KEY NOTES SEE MASTER LEGEND SHEET FOR KEYNOTE LEGEND (SHT. ID-2.2)

NORMAN STONE

GIFT SHOP 103

NOTES:

11'-4"

ATRIUM 109

2'-1"

14'-5"

100'-9"

COURTYARD LOUNGE 115 SP

7'-5"

+_ 38'-6"

(E) V.I.F.

HALL A 115 N.I.C.

STONE CENTER FOR THE ARTS

4'-4"

14'-11"

4'-10" 2'-1" 1'-5"

1'-4"

PROJECT:

SEE ENLARGED PLAN, SHEET ID-5.1

VENICE BLVD.

R9'-7"

1'-8" 3'-4"

R2'-3"

5'-0"

(E) V.I.F.

+_ 23'-11"

10'-6"

3'-7"

2'-8"

EQ.

STUDIOB 110

1. FIXTURES SHOWN FOR REFERENCE ONLY. SEE FF&E PLAN (SHT. ID1.3) AND FIXTURE SCHEDULE (SHT. ID 0.4) FOR COMPLETE FIXTURE INFO. 2. SEE FINISH PLAN (SHT. ID 1.6) AND FINISH SCHEDULE (SHT ID 0.4) FOR FINISH INFO. 3. SEE ENLARGED PLANS AS INDICATED FOR ADD’L INFO AT PUBLIC RESTROOMS AND BAR (SHT. ID 4.1) 4. ALL DOOR ROUGH OPENINGS TO BE LOCATED 4” OFF THE WALL ON THE HINGE SIDE U.N.O.

S S

SPRINKLER HEAD

R.C.P NOTES

4'-10"

EXIT

EMERGENCY EXIT SIGN

10'-6"

2'-10"

4'-6"

3'-11"

+7'-6" +7'-6"

F G

+8'-0"

EQ.2

3'-7"

VISITOR CENTER 104 H

CENTER ON PENDANTS EQ.3

3'-5"

12 030 012 (BELOW) SP

6'-7"

EQ.1

4'-6"

3'-3"

1'-5"

4'-6"

4'-0"

2'-3" 2'-3"

6'-0"

5'-11"

6'-6"

5'-10"

2'-7"

MENWOMEN 106 107

RESTAURANT 105

10'-11"

11'-4"

SCALE :

1/8"=1'-0"

DATE :

AUG. 31 2015

K 5'-0"

EXIT SP

2'-0"

3'-4"

L 1'-4"9"

3'-8"

CENTER AT LANDING

EQ.3 EQ.2

EQ.1

EQ.2 CENTER AT DROP CEILING

CENTER BETWEEN STAIRWAY

6'-0"

EQ.3

EQ.2

+7'-6"

EQ.1

001

+7'-6"

KITCHEN 116 N.I.C.

EQ.3

003

11'-1"

EQ.

004

4'-6"

(E) V.I.F.

2'-5"

6'-1"

002

EQ.

1'-7"

EQ.

7'-0"

6'-0"

9'-3"

(E) V.I.F.

6'-2"

+_16'-4"

6'-11"

6'-2"

+7'-6"

STUDIOA 108

4'-11"

1'-6"

3'-0"

EQ.

+7'-6"

EQ.

EQ.1

EQ. EQ.

+7'-6"

2'-11"

(E) V.I.F.

+_12'-9"

5'-7"

2'-4"

EQ.

KEY PLAN

4'-2"

2'-0"

L DRAWN BY TAMAR NACHSHON

SEE ENLARGED PLAN, SHEET ID-5.0

9.5

ALLEY

TITLE : REFLECTED CEILING PLAN

ID-110

CHECKED BY D.A.I.

REFLECTED CEILING PLAN

10'

SHEET NO: ID-3.3

PARKING 150'-11"

8.5

9.8

17'-3"

+_20'-2"

+_21'-7"

+_20'-0"

+_15'-7"

+_16'-3"

(E) V.I.F.

B HALL 111

STAGE 116

JANITORIAL 112

EXIT

PROJECT:

P&C PLAN NOTES

(E) V.I.F.

OFFICE BOX 101

STUDIO B 110

$3 $3

GFI

1. SEE RCP FOR LIGHTING LOCATIONS AT CEILING 2. SEE FIXTURE SCHEDULE (SHT. X-X) FOR FIXTURE INFO. 3. SEE AND COORDINATE WITH ELECTRICAL DRAWINGS (SHT. X-X) FOR ALL OTHER ELECTRICAL INFO.

STORAGE 113

+_ 23'-11"

STONE CENTER FOR THE ARTS

GFI

SEE ENLARGED PLAN, SHEET ID-5.1

$$$

16'-4"

BAR 114 RECEPTION 102

CLIENT:

P&C/ CONTROL LEGEND

NOTES:

FLOOR MOUNTED DUPLEX OUTLET

FLOOR MOUNTED DATA OUTLET

11'-4"

100'-9"

VENICE BLVD.

6'-8"

(E) V.I.F.

+_ 38'-6"

Â° 75

SHOP GIFT 103

EXCLUDING RESTAURANT KITCHEN AND HALL A

NORMAN STONE

D A HALL 115 N.I.C.

MAIN LEVEL REMODEL

COURTYARD LOUNGE 115

FLOOR MOUNTED TELEPHONE OUTLET

RECESSED WALL WASHER, LED

KEY PLAN

4'-2"

ATRIUM 109

WALL MOUNTED DUPLEX OUTLET

G (E) V.I.F.

+_ 12'-9"

VISITOR CENTER 104

SINGLE POLE SWITCH

3 D

DIMMER SWITCH

3-WAY SWITCH

(E) V.I.F.

GFI

J KITCHEN 116 N.I.C.

(E) V.I.F.

GFI

$ $

+_ 16'-4"

GFI

GFI SWITCH

11'-4"

9'-3"

STUDIO A 108

SCALE :

1/8"=1'-0"

DATE :

AUG. 31 2015

K 5'-0"

EXIT

L MENWOMEN 106 107

DRAWN BY TAMAR NACHSHON

RESTAURANT 105 SEE ENLARGED PLAN, SHEET ID-5.0

9.5

ALLEY

TITLE : POWER & COMMUNICATION PLAN

ID-110

CHECKED BY D.A.I.

P & C PLAN

10'

SHEET NO: ID-3.4

FINISH GRAPHIC LEGEND PARKING 150'-11"

HARDWOOD FLOORING PER SCHEDULE

8.5

9.8 HARDWOOD FLOORING PER SCHEDULE

17'-3"

+_20'-2"

+_21'-7"

+_20'-0"

+_15'-7"

+_16'-3"

(E) V.I.F.

CONCRETE SLAB TO BE FINISH FLOOR, SEAL WAX, & POLISH TILE

HALL B 111

STAGE 116

JANITORIAL 112

FINISH PLAN NOTES

A C 1 PT 1

(E) V.I.F.

FF WB PT 1 2 1

+_ 23'-11"

1. SEE INTERIOR ELEVATIONS AS INDICATED FOR ADDITIONAL FINISH LOCATIONS. 2. SEE RCP FOR FINISH LOCATIONS AT CEILING. 3. SEE FINISH SCHEDULE (SHT. X-X) FOR COMPLETE FINISH INFO. 4. ALL EXISTING CONCRETE COLUMNS TO REMAIN EXPOSED.

WD 1

C 1

WD 2

FF WB PT 1 2 1

STUDIO B 110 WB 1 PT 1

STORAGE 113

WB 1 PT 1

BOX OFFICE 101

C 1 PT 1

WB 1 PT 1

C FINISH SYMBOL LEGEND

PROJECT: STONE CENTER FOR THE ARTS MAIN LEVEL REMODEL EXCLUDING RESTAURANT KITCHEN AND HALL A CLIENT:

BAR 114 RECEPTION 102

FINISH MATERIAL ITEM NUMBER

6'-8"

+_ 38'-6"

(E) V.I.F.

D Â°

WB 1 PT 1

FINISH MATERIAL ITEM NUMBER

NORMAN STONE

NOTES:

TRANSITION STRIP, SEE DTL. 3/ID 6.2 FOR TYP. WD. TO CONC. TRANSITION

11'-4"

GIFTSHOP 103

ITEM NUMBER

FINISH MATERIAL ITEM NUMBER

ATRIUM 109

COURTYARD LOUNGE 115 F

C 1

THRESHOLD

KEY PLAN

4'-2"

100'-9"

HALL A 115 N.I.C.

FINISH MATERIAL

VENICE BLVD.

16'-4"

FF WB 1 2

12 030 010

G 4

VISITOR CENTER 104

(E) V.I.F.

+_12'-9"

3F 1

3F 1 WD 2

H 14

WD 2

9 WB 1 PT 1

15 WB 1 PT 1 TYP. FOR ALL (E) COLUMNS

WB 1 PT 1

KITCHEN 116 N.I.C.

20 21

C 1

5'-0"

FF WB PT 1 2 1

(E) V.I.F.

+_16'-4"

3F 1

11'-4"

9'-3"

PT 1

(E) V.I.F.

STUDIOA 108

T 1

SCALE :

1/8"=1'-0"

DATE :

AUG. 31 2015

DRAWN BY TAMAR NACHSHON

RESTAURANT 105

CHECKED BY D.A.I.

9.5

ALLEY

TITLE : FINISH PLAN

ID-110

MEN WOMEN 106 107

FINISH PLAN

10'

SHEET NO: ID-3.5

PROJECT: STONE CENTER FOR THE ARTS MAIN LEVEL REMODEL EXCLUDING RESTAURANT KITCHEN AND HALL A CLIENT: 03 000 001

125.50' PARAPET

NORMAN STONE

124.00' ROOF

NOTES: 13'-6"

08 040 102 08 040 105

08 040 104

N.I.C.

112.00' F.F.2

KEY PLAN

08 040 101

08 040 104

03 000 001

125.50' PARAPET 124.00' ROOF

13'-6"

08 040 102

08 040 104

N.I.C.

08 040 105

112.00' F.F.2 08 040 101

OF WORK

08 010 103

08 040 105 08 040 104

12'-0"

08 040 105

AREA

08 010 103

12'-0"

AREA OF WORK

110.00' A.F.F.1 100.00' F.G.

NORTH ELEVATION

10'

KEY NOTES 03 000 001 08 010 103 08 040 101 08 040 102 08 040 104 08 040 105

(E) TILT UP CONCRETE TO REMAIN DOOR PER SCHEDULE WINDOW PER SCHEDULE WINDOW PER SCHEDULE WINDOW PER SCHEDULE WINDOW PER SCHEDULE

110.00' A.F.F.1 100.00' F.G.

NORTH ELEVATION

SCALE :

1/4"=1'-0"

DATE :

AUG. 31 2015

DRAWN BY TAMAR NACHSHON

KEY NOTES 03 000 001 08 010 103 08 040 101 08 040 102 08 040 104 08 040 105

(E) TILT UP CONCRETE TO REMAIN DOOR PER SCHEDULE WINDOW PER SCHEDULE WINDOW PER SCHEDULE WINDOW PER SCHEDULE WINDOW PER SCHEDULE

CHECKED BY D.A.I. TITLE : BUILDING ELEVATION

SHEET NO: ID-4.0

PROJECT: STONE CENTER FOR THE ARTS MAIN LEVEL REMODEL

1'-6"

EXCLUDING RESTAURANT KITCHEN AND HALL A 125.50' PARAPET

CLIENT:

124.00' ROOF

N.I.C.

12'-0"

NORMAN STONE

NOTES:

KEY PLAN

12'-0"

1'-6"

AREA OF WORK

125.50' PARAPET

N.I.C.

12'-0"

124.00' ROOF

N.I.C.

AREA

VISITOR CENTER 103

110.00' A.F.F.1

12'-0"

GIFT SHOP 103

7'-0"

RECEPTION 102

8'-11"

OF WORK

112.00' F.F.2

BOX OFFICE 101

3'-7"

GIFT SHOP 103

7'-0"

RECEPTION 102

110.00' A.F.F.1

3'-7"

BOX OFFICE 101

VISITOR CENTER 103

8'-11"

112.00' F.F.2

100.00' F.G. 98.50' F.G.

100.00' F.G.

BUILDING SECTION

10'

98.50' F.G.

SCALE :

1/4"=1'-0"

DATE :

AUG. 31 2015

BUILDING SECTION

10'

DRAWN BY TAMAR NACHSHON CHECKED BY D.A.I. TITLE : BUILDING SECTION

SHEET NO: ID-4.1

8'-6" A.F.F.L 8'-0" A.F.F.L

8'-0" A.F.F.L

LP-XXX LP-XXX

LP-XXX

9'-4"

CT-XXX

LP-XXX

6 CT-

F.F.L

2'-3"

6'-4"

CT-XXX

F.F.L

3 D

H 7

GFI

STONE CENTER FOR THE ARTS

J 16

MAIN LEVEL REMODEL

8'-10" A.F.F.L

8'-0" A.F.F.L

8'-0" A.F.F.L 7'-6" A.F.F.L

3'-1"

PROJECT:

22 21

WC-XXX

CT-XXX

WOMEN

8'-4"

CLIENT:

WC-XXX

14'-6"

MEN

EXCLUDING RESTAURANT KITCHEN AND HALL A

CT-XXX

REFLECTED CEILING PLAN

P&C PLAN

1/”8=1’-0”

1/8”=1’-0”

NORMAN STONE

CT-XXX

F.F.L

NOTES:

WOMENS PUBLIC RESTROOM ELEVATIONS

106

KEY PLAN 8'-10" A.F.F.L 8'-0" A.F.F.L

8'-0" A.F.F.L 3'-5"

EQ.

1/16”=1’-0”

EQ.

FINISH PLAN

7'-8"

1/8”=1’-0”

WC-XXX 8'-11"

WC-XXX

102 4'-9"

3'-2"

CT-XXX

F.F.L 10"

F.F.L

09 050 010 09 050 011

8'-10" A.F.F.L 8'-0" A.F.F.L

SCALE :

1/4"=1'-0"

DATE :

AUG. 31 2015

DRAWN BY TAMAR NACHSHON

22 21

10'-4"

102

CT-XXX

12'-10"

12 030 015

10'-4"

LP-XXX

CT-XXX

2'-3"

6'-4"

6'-5"

LP-XXX

MEN

FLOOR PLAN 1/4”=1’-0”

WOMEN

CHECKED BY D.A.I.

MENS PUBLIC RESTROOM ELEVATIONS 1/8”=1’-0”

CT-XXX

F.F.L

TITLE : ENLARGED RESTROOMS

SHEET NO: ID-5.0

STORAGE 113 S

114

PROJECT: STONE CENTER FOR THE ARTS

REFLECTED CEILING PLAN

106

MAIN LEVEL REMODEL

1/8”=1’-0”

C FF WB 1 2

EXCLUDING RESTAURANT KITCHEN AND HALL A CLIENT:

NORMAN STONE

FLOOR PLAN

FINISH PLAN

1/4”=1’-0”

1/8”=1’-0”

NOTES:

2'-9"

4'-0" 4"

4'-8"

3'-5"

KEY PLAN

BAR ELEVATIONS

3'-6"

1/8”=1’-0”

SCALE :

1/4"=1'-0"

DATE :

AUG. 31 2015

10'-8"A.F.F

CHECKED BY D.A.I.

MATCH LINE

7'-2"

8'-0"A.F.F

BAR ELEVATIONS 1/8”=1’-0”

100.00' F.G.

DRAWN BY TAMAR NACHSHON

TITLE : ENLARGED BAR

SHEET NO: ID-5.1

9'-0"A.F.F

3'-2"

10'-8"A.F.F

8'-0"A.F.F

6'-0"A.F.F

MATCH LINE

6'-6"

MATCH LINE

PROJECT: 100.00' F.G.

100.00' F.G.

STONE CENTER FOR THE ARTS MAIN LEVEL REMODEL EXCLUDING RESTAURANT KITCHEN AND HALL A

ELEVATION 3 1'-0"

9'-0"A.F.F

CLIENT:

3'-0"

8'-0"A.F.F

2'-7"

4" 3'-7"

MATCH LINE

NORMAN STONE

100.00' F.G.

NOTES:

ELEVATION 4 KEY PLAN 9'-0"A.F.F

PLAN

2'-8"

2'-5"

2'-8"

MATCH LINE

9'-7"

8'-0"A.F.F

100.00' F.G.

ELEVATION 5

SCALE : 1/4"=1'-0" 9'-0"A.F.F

9'-5"

9'-7"

8'-0"A.F.F

MATCH LINE

4'-1"

AUG. 31 2015

DRAWN BY TAMAR NACHSHON CHECKED BY D.A.I.

100.00' F.G.

ELEVATION 6

DATE :

TITLE : INTERIOR ELEVATIONS

SHEET NO: ID-6.0

25'-0" EQ.1

EQ.2

GREEN WALL SYSTEM BY OTHERS

1" THICK SOLID WALNUT { Pre Stained } TREAD CEMENT MORTAR

1/2" THICK SOLID WALNUT { Pre Stained } RISER

7'-0"

2" 3"x3" CONTINUOUS

1/4"

1 1/2"

WOOD HANDRAIL

3/4"

1" 1/4"3/4"

EDGE OF INDIVIDUAL PLANTER 1/4" STEEL PLATE WELDED TO BALUSTER SCREW TO

PLAN

PROJECT:

1'-0"

WOODEN HANDRAIL

STONE CENTER FOR THE ARTS

SECTION ELEVATION

MAIN LEVEL REMODEL 8"

2.5. DETAIL OF STAIR

EXCLUDING RESTAURANT KITCHEN AND HALL A

1/4'"=1'-0"

CLIENT: GREEN WALL SYSTEM BY OTHERS

NORMAN STONE

PLANTER DRAIN

INTERIOR WALL PER PARTITION SCHEDULE

NOTES: 6"

1'-2"

XXX

GREEN WALL SYSTEM BY OTHERS

PLAN

12'-5"

SPRINKLER SYSTEM

KEY PLAN

SECTION

PLAN

ELEVATION

PLAN

1 2"=1'-0"

DETAIL OF LIVEWALL

1'-0"

4'-4"

1'-2"

6" 4"

1'-0"

2" 4" 1"

2'-4"

METAL PLATE LIGHT WOOD FINISH

6'-2"

DARK WOOD FINISH 10"

2'-8"

DATE : AUG. 31 2015

4 13 1 2 1 1 10 1 14

15 5

DRAWN BY TAMAR NACHSHON CHECKED BY D.A.I.

17 3

2'-2"

METAL PLATE

3 12 1 1 1 10

10"

TEMPERED GLASS

SECTION

1'-2"

1'-2" 6'-2" 1'-2"

TITLE : PROJECT DETAILS

SECTION

PLAN

6 3. DETAIL OF GIFT SHOP CASEWORK

1 2"=1'-0"

2. DETAIL OF STAIR

7 3 8"=1'-0"

SHEET NO: ID-7.2