HousingStudio_CD_Set by Parady Sarun

GENERAL NOTE:

WEST HOLLYWOOD APARTMENTS

SPECIFIC NOTE:

1051 N. Spaulding Ave., West Hollywood, CA 90046

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

No.

CITY OF WEST HOLLYWOOD

Description

Date

TITLE:

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

Scale:

GENERAL NOTE:

WEST HOLLYWOOD APARTMENTS

SYMBOLS LEGEND

PROJECT CONSULTANTS

DRAWING NUMBER (TYP.)

1 A 4.1

MAIN PROJECT MANAGER

OWNER 1 A5.01

B-B A 4.03

SHEET NUMBER (TYP.)

BUILDING SECTION

WALL SECTION

DETAIL REFERENCE

PARADY SARUN 1956 VIENTO VERANO DR DIAMOND BAR, CA 91765

DENNIS MCFADDEN 3801. W TEMPLE AVE POMONA, CA 91768

PARADY95@GMAIL.COM

D4MCFADDEN@GMAIL.COM

SPECIFIC NOTE:

A INTERIOR ELEVATION DESIGNATION

2 1

A6.2

INTERIOR ELEVATIONS SEE PLAN STAIR NO. 2 SHEET A 2.15

/ A 6.07

COLUMN GRIDS

18 DOOR

PLAN DETAIL CALLOUT

SECTION DETAIL CALLOUT

PROPERTY LINE SETBACK LINE BREAK LINE

NORTH ARROW CORRESPONDING REVISION NUMBER ON SHEET TITLE BLOCK

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

MARC SCHULITZ 3801. W TEMPLE AVE POMONA, CA 91768

HOFU WU 3801. W TEMPLE AVE POMONA, CA 91768

MSCHULITZ@CPP.EDU

HW@CPP.EDU

GLAZING

EXTERNAL MATERIAL REFERENCES

REVISION CLOUD

CODE ANALYST ANDREW J.THUL 350 S. GRANDE AVE, SUITE 3301 LOS ANGELES, CA 90071

ATHUL@COSENTINI.COM

Parady Sarun

parady95@gmail.com

DIMENSION LINE

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

SHEET INDEX

PROJECT PROGRAM

VICINITY MAP

SHEET NO.

ZONING: R-3B SITE AREA: 13,000 SQ.FT. PROJECT DENSITY: 14 UNITS 4 STUDIOS 6 ONE-BEDROOM 4 TWO-BEROOMS STORIES: 3 PARKING: RESIDENTIAL: 23 SPACES SETBACKS: 25 FEET FROM N. SPAULDING AVE 5 FEET FROM NORTH ND SOUTH SIDES 15 FEET ROM WEST SIDE

LOT INFORMATION 1051 N. SPAULDING AVE WEST HOLLYWOOD, CA 90046 ASSESSOR ID NO. : 5530-015-030 LOT NO: 30831 TAX RATE AREA (TRA): 09970

DEFERRED APPROVAL PROPERTY 1051 N. SPAULDING AVE. WEST HOLLYWOOD, CA 90046

1-FIRE ALARM AND FIRE SPRINKLER SYSTEMS SHALL BE APPROVED UNDER SEPARATE PERMITS

CITY OF WEST HOLLYWOOD

SHEET NAME

A0.0

TITLE SHEET

A0.1 A0.2 A0.3

GENERAL NOTES GENERAL NOTES CODE ANALYSIS

A0.4

CODE ANALYSIS

A0.5

CODE ANALYSIS

A1.1 A2.1

SITE PLAN PARKING PLAN

A2.2

FIRST FLOOR PLAN

A2.3 A2.4

SECOND FLOOR PLAN THIRD FLOOR PLAN

A2.5

ROOF PLAN

A3.1 A3.2 A4.1

ELEVATIONS ELEVATIONS SECTIONS

A4.2

SECTIONS

A4.3

ENLARGED WALL SECTIONS

A5.1

ENLARGED PLAN SECTIONS

A5.2

ENLARGED PLAN SECTIONS

A6.1 A6.2

INTERIOR ELEVATIONS INTERIOR ELEVATIONS

A6.3

SCHEDULES

A7.1 A8.1 A8.2

REFLECTED CEILING PLANS VERTICAL CIRCULATION VERTICAL CIRCULATION

A8.3

VERTICAL CIRCULATION

A9.1

KEY DETAILS

S1.1

STRUCTURAL DRAWING

S1.2

STRUCTURAL DRAWING

S2.0

FOUNDATION PLAN

S2.1 S2.2

FRAMING PLANS FRAMING PLANS

S2.3

FRAMING PLANS

Drawn by:

E1.1 E1.2

ELECTRICAL PLAN ELECTRICAL SCHEDULE

Revision #

E1.3

ELECTRICAL SCHDULE

M1.1

MECHANICAL PLAN

M1.2

MECHANICAL SCHEDULE

No.

Description

Date

TITLE:

TITLE SHEET Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun 00

A 0.0 Scale:

GENERAL NOTE:

1.The general conditions of this Contract for construction, standard form of the American Institute of Architects, current edition, shall apply to all work in this contract, except as specifically modified below completion data. 2. Prior to beginning work, the GC shall furnish a construction schedule showing the chronological phases of his work and all related work for the completion of the project. This schedule shall indicate all ordering lead times, length of time for each phase, its start and completion, with the projected 3. All work performed by the GC/Sub-Contractor shall conform to the codes, regulations, standards and requirements of the City of Glendale, County or State and Federal agencies, as well as any other governing requirements, whether or not specified on the drawings. 4. The GC/Sub-Contractor shall obtain and pay for all legally required approval, inspections, and permits necessary for execution and completion of approvals inspections, and permits necessary for execution and completion of his work. Pay legally required sales, consumer and use taxes. The Owner shall pay school tax. 5. GC to provide and pay for all labor, materials and requirement, tools, construction equipment and machinery, electrical power, water heat, telephones and other utilities required for construction, other facilities and services necessary for proper execution and completion of the Work in Contract documents. 6. Before submitting his bid, each bidder shall inspect the site of the proposed work to arrive at clear understanding of conditions and the scope of work to be performed. Any discrepancies shall be reported to Owner before delivery of bid. No consideration will subsequently be allowed by reason of error or oversight on the part of the Contractor. Prior to the start of work, the Contractor shall report in writing to the Architect and Owner all existing damage and unsatisfactory conditions. Nature and extent of these conditions will be verified by the Owner and Contractor will not be held responsible for correction of such damage upon completion of work, unless included in the Contract by mutual consent. 7. The General Contractor shall provide an approved portable sanitary rest room facility prior to commencing work. It shall be located within the rear 25 ft. of the property and at least 20 ft. from any other property line, unless approved by the building department. It shall be maintained on a regular basis. 8. Construction is allowed only between the hours of 8:00 am to 6:00 p.m., Monday through Friday, and is prohibited on public holidays. 9. Contractor shall obtain written approval from the Owner for each change order prior to commencing with the work in question. Each change order must be invoiced with the next payment request after the change order work is completed. Extra work done without an approved change is not reimbursable. 10. The General Contractor shall provide lien releases for all labor and materials paid for prior to receiving the next installation payment. 11. The General Contractor or an appointed representative will be obligated to attend an appointed weekly job meeting with the Owner and Architect for the project coordination purposes. The bid price shall reflect an allotment of time for this meeting. 12. The Owner reserves the right to employ other and/or similar Contractors to do such portions of the work as are not covered by the Contract Documents. 13. All work shall be of the highest quality. GC is to assure that all walls are plumb and the all ceilings are level and true. Floors are to be installed level within reasonable tolerances of +1/4”, -1/4”, unless. 14. GC shall guarantee for a period of 2 years after the date of substantial completion that all work will be of the highest quality except where otherwise specified. Any manufacturing problems including but not limited to seam separation, faulty hardware, inferior finishes, blistering, delimitation will be corrected at no charge to Owner. Corrections must be of the highest quality so that corrections are not obvious to the Architect of Client. This guarantee is only for manufacturing defects an not for wear & tear or damage done by Client. Roofing installation shall be guaranteed for 5 years. 15. Insurance required of Contractor shall comply with the following additional requirements: Contractor shall carry builders risk “All Risk” insurance to cover the cost of this work. Architect shall be presented with certificates of Contractor’s insurance and Owner’s fire and extended coverage at the time of signing of the Contract. Statutory Workers’ Compensation including Employers Liability Coverage: Contractor shall maintain insurance to afford protection for all claims under the California Worker’s Compensation Act an other employee benefit acts, and in addition shall maintain employers liability insurance for minimum limit of $1,000,000.00. Automobile and Vehicle Liability, including all Owner, Hired, and Non-Owner Automobiles and Vehicles, with minimum coverage limits as required above for Comprehension Broad Form General Liability Insurance. Owner shall be given written notice not less than thirty (30) days prior to the effective date of any cancellation or any material change in all such insurance, as evidenced by return receipt of a registered letter to Owner. 16. Safety: All Contractors and/or their sub-contractors performing work on the premises shall be responsible for initiating, maintaining, & supervising a reasonable and prudent safety program including, but not limited to the isolation of work areas and the prompt removal of any debris or tools which might the necessary components for construction safety Safety, care of adjacent properties during construction, compliance with state and federal regulations regarding safety, and compliance is and shall be, the Contractor’s responsibility. Provide barricades around all new and existing openings where required or necessary for safety, per CAL-OSHA or other governing requirements. 17. It is the sole responsibility of the General Contractor to provided all approved barricading, conform to all governing, requirements, and maintain required lights, warning and directional signs and other protection near and about site of work as may be required by all governing authorities having jurisdiction. 18. Seismic: Provide seismic restrains and engineering for all mechanical, electrical and plumbing equipment as required by code. 19. All work shall be done to the highest standard of craftsmanship by journeymen of the respective trades. 20. Removals: Carefully remove work to be salvaged or reinstalled and store under cover. Al equipment to be removed will be saved for Owner’s inspection. 21. Contractor shall coordinate the work of all trades involved in the ceiling work to insure clearances for fixtures, ducts piping, ceiling suspension systems, etc.., necessary to maintain the finished ceiling heights indicated on the construction drawings. 22. The Contractor shall provide all measures necessary to protect the structure and adjacent structures during construction. Such measures shall include, but are not limited to bracing, shoring for loads, etc.. The Contractor shall engage properly qualified persons to determine where an how temporary precautionary measures shall be used and inspect same in field. 23. At the completion of work each day all debris shall be removed from the premises and all areas shall be left in a broom clean condition. 25. The GC shall provide all necessary protection for his work until turned over to the Owner. the General Contractor shall repair or replace any item damaged during the course of construction by his following: 26. General Contractor shall install all items provided by Owner, including but not being limited to the a. Surface mounted light fixtures. 27. Where no specific detail is shown, the construction shall be similar to that indicated or noted for similar conditions. Any design which fails to be clear or is ambiguous must be referred to the Architect for interpretation or clarification. 28. The Contractor must meet the following criteria in order for the job to be complete. Obtain final approval from the building inspector. Obtain an occupancy certificate and complete all items from the Architect’s and Owner’s substantially complete punch list. The start date shall be agreed upon at the signing of the contract. 29. Upon completion of the work, conduct an operating test. Demonstrate that all equipment is operating in a satisfactory manner in accordance with the manufacturer’s operating instructions. 30. The architectural Drawings show principal areas where work must be accomplished under this Contract. Incidental work may also be necessary to areas not shown on the Architectural Drawings due to changes affecting existing mechanical, electrical, plumbing, telephone, cable TV and other systems. Such incidental work is also part of this Contract. Inspect those areas, ascertain work needed, and do that work in accordance with Contract requirements at no additional cost. 31. Contractor to provide complete job, including all trim, transition strips, shims, backing, etc.. not specifically called out but required by code an/or to perform top quality work. These items shall be the responsibility of the Contractor at no additional cost. 32. The Contractor shall relocate drainage and sewer lines, water, gas and other utility or electric service lines, piping, or conduits and ventilation ducts in the way of new work, and see that all such services which are to be removed are correctly capped or plugged and made gas and water tight according to the applicable requirements of the governing authorities or utility firms. Such services to remain in place shall be relocated or rerouted by contractor and this requirement applies to both exposed and concealed services whether or not indicated on Drawings. 33. All finish materials shall be protected at all times against subsequent damage, until final acceptance by the building Owner. Cover and protect surfaces of rooms and spaces turned over for the work. The existing facilities, contents, improvements on the site, work in progress, stored materials (including property adjacent to the site shall the Contractor. This includes protection against damage arising from dust, dirt, fumes, weather, damage, and vandalism as work progresses. All damage so occurring shall be repaired to satisfaction of Architect & Owner or damaged items replaced by the contractor at no cost to the Owner.

34. SUBMITTALS: All submittals to the Architect shall be made by the GC (not by the subcontractor), with a dated transmittal form at least 10 days before the date the reviewed submittal will be needed back from Architect. A. Submission Requirements: 1. Submit 1 blue line print and 1 reproducible print of Shop Drawings, and the number of copies of Product Data which Contractor requires for distribution, plus one copy which will be retained by the Architect.

18. PROVIDE A 12”X12” TUB ACCESS, OR USE FIXED JOINT. 19. WATER CLOSETS TO USE MAXIMUM OF 1.28 GAL./FLUSH. SEE CALGreen (CAL) sheets for details. 20. PROVIDE 50 SQ.. INCH VENT TOP AND BOTTOM FOR EACH WATER HEATER. 21. PROVIDE MIN. 22”X30” ATTIC ACCESS, WITH 30” HEADROOM.

2. Drawings and product data shall be certified by the GC that they have been checked by him and conform to the Contractor requirements.

22. PROVIDE ALL BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS WITH NATURAL VENTILATION BY MEANS OF EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 1/20 OF THE FLOOR OF SUCH ROOMS WITH A MINIMUM OD 1.5 SQ.. FT. OR A MECHANICAL VENTILATION SYSTEM WITH MINIMUM FIVE AIR CHANGES PER HOUR DIRECTLY TO OUTSIDE.

3. Please submit three samples unless otherwise specified. One sample will be retained by the Architect. Accepted samples will be signed and dated by Architect and Owner.

23. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER FOR ALL OUTLETS IN BATHROOMS, GARAGES, OUTDOOR LOCATIONS WITHIN 6’6” OF GRADE, CRAWL SPACE, UNFINISHED BASEMENT AND WITHIN 6’ OF KITCHEN SINKS PER NEC 210-8.

B. Resubmission Requirements: 1. Shop Drawings: Revise initial drawings as required and resubmit, indicate on drawings any changes which have been made other than those requested by the Architect.

24. ELECTRICAL PANELS TO BE READILY ACCESSIBLE, WHERE THEY WILL NOT BE EXPOSED TO PHYSICAL DAMAGE AND NOT IN THE VICINITY OF EASILY IGNITABLE MATERIAL SUCH AS IN CLOTHES CLOSETS.

25. PROVIDE A MINIMUM OF ONE OUTDOOR OUTLET ACCESSIBLE AT GRADE LEVEL AND ONE IN HALLWAYS OF 10 FEET OR MORE IN LENGTH OTHER CITY ORDINANCE OR STATE LAW.

2. Product Data and Samples: Submit new Data and Samples as required for initial submittal.

C. Submit shop drawings of the following: -Skylight -Sliding Glass Doors & Windows 35. The Contractor shall perform no portion of the work at any time without Contract Documents or, where required, approved Shop Drawings, Product Data, or Samples for such portions of the work. All materials shall be premium grade quality throughout. No substitution of specified materials allowed without written consent from the Owner and Architect. 36. Contract Close Out: Owners shall receive project information in an 8 - 1/2” x 11” binder format consisting of the following: A.Close-out Submittals: 1. Equipment Operation and Maintenance Data 2. Guarantees and Warranties for all materials and equipment furnished under the contract. 3.Maintenance instructions for all materials and equipment including architectural finishes, mechanical, electrical and plumbing items. B.Instructions: Instruct Owner’s personnel in operation of all systems, mechanical, electrical and other equipment. 37. Contractor shall supply and install blocking and supports in partitions and ceilings as required for installation of all specified equipment, accessories and millwork.

SPECIFIC NOTE:

26. RETAINING WALLS/POOLS/SPAS/JACUZZIS/ BOUNDARY WALLS/FENCES/TRELLIS/PATIO COVERS REQUIRE SEPARATE PERMITS. 27. Comply with protection of adjoining property by giving a 30 day written notice (by certified mail) by attaching a letter to adjacent property owners, of intent to excavate where excavation is deeper than the foundation of adjoining building and located closer to property line than the depth of excavation. 28. Per section 2512, provide green gypsum board when used as a base for tile or wall panels for tub, shower or water closet compartment walls. Regular gypsum wallboard is permitted under tile or wall panels in other wall and ceiling areas when installed in accordance with Table 25-G. Water-resistant gypsum board shall not be used in the following locations: a. Over a vapor retarder. b. In areas subject to continuous high humidity, such as saunas, steam rooms, or gang shower rooms. c. On ceilings where frame spacing exceeds 12 inches on center. 29. All plumbing penetration through walls which required protected openings (occupancy separation walls, area separation walls, corridor walls and walls to close to a real or imaginary property line) are required to be galvanized or cast iron piping. 30. Plastic electrical boxes are to be clearly identified as approved for 1-hour construction. [710.2.1, 710.3] 31. One open able window with an open able area of not less than 5.7 sq..ft., minimum clear 24” height and 20” width, and a sill height not over 44” above the floor is required in all bedrooms below the fourth story and basement. [310.4]

38. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS.

32. A minimum 12” sq.. access panel to the bathtub trap slip joint connection is required. Show the location and size on the plans. If a solid joint is to be used, clearly state on the plans and no access panel is require. [P.C.405.2]

39. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE PLANS PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

33. Every stairway shall have a headroom of not than less than 6’-8”. Such clearances shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above all points.

40. CONTRACTOR TO VERIFY WITH OWNER ALL MATERIALS AND FINISHES NOTED ON THESE PLANS PRIOR TO ORDERING, INCLUDING, BUT NOT LIMITED TO, WINDOWS AND DOORS.

34. Each water closet stool should be located in a clear space not less than 30” in width and have a minimum clear space in front of the water closet stool of not less than 24”. Note maximum 1.6 gallons/flush for all water closets.

41. Roofing materials shall have a minimum 3-year aged solar reflectance and thermal emittance or a minimum Reflectance Index (SRI) equal to or greater than the values specified in Tables A4.106.5(1) on sheet CAL-5

35. IF THE CONTRACTOR ENCOUNTERS ASBESTOS OR OTHER TOXIC MATERIALS, THE WORK SHALL IMMEDIATELY BE STOPPED AND THE OWNER AND ARCHITECT SHALL BE INFORMED OF THE PRESENCE OF THESE MATERIALS FOR IMMEDIATE ACTION.

BUILDING DEPARTMENT NOTES: 1. Doors that swing over a landing/porch require a landing not less than 44” in length of travel and not more than 1 2” below the threshold. Doors that do not swing over top step or landing may open on a landing or top step that is not more than 7-1/2” max.. below floor level.

36. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.

2. Provide fire blocking in accordance with Chapter 7 in the following locations: a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels.

37. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 33” AND 44” ABOVE THE FLOOR.

b. In concealed spaces of stud walls and partitions, including furred spaces, at 10-foot intervals along the length of the wall.

c. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and covered ceilings.

38. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR IN COMMON AREAS SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60” AND THE LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 44” AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION.

d. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the wall under the stairs is unfinished.

39. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS, IN COMMON AREAS, SHALL EXTEND 24” PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18” PAST THE STRIKE EDGE FOR INTERIOR DOORS.

e. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with non combustible materials.

40. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2” LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4” AND 1/2” SHALL BEVELED WITH A SLOPE NO GREATER THAN 1:2.

WEST HOLLYWOOD APARTMENTS

41. THE BOTTOM 10” OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

CLIENT

3.Glu-Lm beams must be certified by A.I.T.C. 4. Where NM Cable (Romex) is run across the top of ceiling joists and/or where the attic is not accessible by permanent stairs or ladders, protection within 6’ of the nearest edge of the scuttle hole of attic entrance shall be provided. (E.C.320-14). 5.Each light of safety glazing material installed in hazardous locations shall be identified by a permanent label that specifies the labeler, and states that safety glazing material has been utilized in such installations. The following shall be considered specific hazardous locations for the purpose of glazing: a. Glazing in ingress and egress doors except jalousies. b. Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. c. Glazing in storm doors. d. Glazing in all unframed swinging doors. e. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, and showers. f. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. g. Glazing in an individual fixed or operable panel, other than described in items e and f that meet all of the following conditions: I. Exposed area of an individual pane greater than 9 square feet. II. Exposed bottom edge less than 18 inches above the floor. III. Exposed top edge greater than 36 inches above the floor. IV. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. h. Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in fill-panels. I. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when all of the following conditions are present: I. The bottom edge of the glazing is less than 60 inches above the pool side of the glazing. II. The glazing is within 5 feet of a swimming pool or spa water’s edge. j. Glazing in walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. 6. Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40%respectively. (2517 g 8,9). 7. Galvanized sheet metal (26 gauge min..) roof valley flashing is required. (3203-d5). 8. Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports. 9. Where structural welding is required it shall be performed by certified welders under the supervision of a Special Inspector or in the shop of an approved fabricator. A Certificate of Fabrication from the Shop performing the welding or a report from the Special Inspector must be furnished to the job Inspector prior to framing approval. 10. Handrails shall satisfy the following: (1012). A. Provide continuous handrail for stairways with 4 or more risers. B. handrail shall be 34-38 inches above the nosing treads. C. Intermediate balusters shall be spaced 4 inches o.c. maximum to open side (s). D. The hand grip portion of the handrail shall e not less than 1-1/4 inches nor more than 2 inches in cross sectional dimensions. E. Return handrail to new post or wall. F. Provide 42 inch high protective guardrails for decks, porches, balconies, and raised floors, (more than 30 inches above grade or floor below) and open side(s) of stair landings. G. Openings between balasters/rails shall be less than 4 inches.

43. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH MINIMUM 6” HEIGHT BY 3/4” STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND AT ALL REQUIRED COMMON AREAS PER PLAN.

No.

Description

Date

44. EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE. 45. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRE-STOPPED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH SECTION 709.6. SPACE BETWEEN PENETRATING MATERIALS(DESCRIBED BELOW ) MUST BE DESIGNED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES. a. COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE THE WALLS OR PARTITIONS, PROVIDED THEY ARE FIRE- STOPPED. b. OPENINGS FOR STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE INCHES ARE PERMITTED PROVIDED OPENINGS DO NOT AGGREGATE MORE THEN 100 SQUARE INCHES OR 100 SQUARE FEET OF WALL OR PARTITIONS. OUT LET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. c. WHERE WALLS ARE PENETRATED BY THE OTHER MATERIALS OR WHERE LARGER OPENINGS ARE REQUIRED THAN PERMIT TED IN (b) ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION 703.2. 46. DUCTS PENETRATING A FIRE BARRIER WALL MUST HAVE FIRE DAMPERS, CBC 508.4 SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS a. DUCT PENETRATIONS OF AREA OR OCCUPANCY SEPARATION WALLS WITH RAILINGS OF TWO HOURS OR LESS. b. DUCT PASSING THROUGH HORIZONTAL EXIT WALLS. c. DUCT PENETRATING FIRE-RESISTIVE ELEMENTS OF FIRE - RATED CORRIDOR WALLS. 47. 2-HR AREA SEPARATION WALL WILL a. EXTEND VERTICALLY FROM THE FOUNDATION TO A POINT 30 INCHES ABOVE THE ROOF. (504.6.4) b. ALL OPENINGS TO BE PROTECTED WITH FIRE ASSEMBLES HAVING A FIRE-RESISTIVE RATING OF (1 1/2) (3) HOURS. c. DUCTS THROUGH AREA SEPARATION WALLS SHOULD BE AVOIDED, DUCT PENETRATIONS SHOULD BE PROTECTED AS REQUIRED IN 713.11. 48. PROVIDE BLOCKING FOR FUTURE GRAB BARS IN ALL TOILETS AND BATHS ON LEVEL SECOND AND FOURTH LEVELS. 49. WALL COVERINGS IN SHOWERS AND TUBS TO BE CEMENT PLASTER , TILE, OR EQUAL TO 70” ABOVE DRAIN. ENCLOSURE MUST BE OF APPROVED SAFETY GLAZING AND DOORS MUST SWING OUT OF SHOWERS. WINDOWS IN ENCLOSURE WALLS SHALL BE LABELED SAFETY GLAZING WHEN LESS THAN 60” ABOVE DRAIN. 50. PROVIDE LOW FLOW TOILETS. SEE CALGreen (CAL) sheets for details.

12. Building inspection shall not be done unless electrical, plumbing, and mechanical work has been completed and signed off by the department.

52. FOAM PLASTICS SHALL NOT BE USED AS INTERIOR FINISH EXCEPT AS PROVIDED IN CBC 801.8, SEC. 806.4, 2604.2

13. A Deputy Inspector registered by the City of Glendale or by I.C.C. and paid for by the contractors, shall be employed for masonry concrete and structural steel work, including welding, on the job.

53. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC T-803.9

14. THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE BUILDING CODE OR OTHER CITY ORDINANCE OR STATE LAW.

APPLICABLE CODES

17. ALL SHOWER COMPARTMENTS REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM FINISHED INTERIOR AREA OF 1024 SQ. IN. AND SHALL ALSO BE CAPABLE OF ENCOMPASSING 30” CIRCLE. THE MINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT 70 INCHES ABOVE THE SHOWER DRAIN OUTLET.

CITY OF WEST HOLLYWOOD

42. STREET ADDRESS MUST BE PROVIDED ON FRONT OF OF THE BUILDING. NUMBERS MUST BE VISIBLE FROM THE STREET, MUST BE OF A COLOR WHICH CONTRASTS WITH THE BACKGROUND AND MUST BE AT LEAST 4-INCHES IN HEIGHT AND 2-INCHES IN WIDTH. SEC. 502 AND P.A.C. CHAPTER 12.20.

51. PROVIDE LEVER TYPE OR SIMILAR HARDWARE NOT REQUIRING GRASPING AT DOOR.

16. SHOWER AREAS TO BE FINISHED TO A HEIGHT OF NOT LESS THAN 70” ABOVE THE DRAIN. MATERIALS OTHER THAN STRUCTURAL ELEMENTS USED IN SUCH WALLS SHALL BE OF TYPE, WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE

1051 N. Spaulding Ave., West Hollywood, CA 90046

42. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 LBS FOR EXTERIOR DOORS AND 5 LB. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LB.

11. New plumbing fixtures shall be of water conservation type. All water closets shall be low flush and shower heads low flow type.

15. ANCHOR BOLTS, DOWELS AND HOLD DOWN ANCHORS SHALL BE SECURELY HELD IN PLACE PRIOR TO FOUNDATION INSPECTION BY THE BUILDING INSPECTOR AND OBSERVATION BY THE ENGINEER.

Parady Sarun

parady95@gmail.com

2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA FIRE CODE

TITLE:

GENERAL NOTES Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 0.1 Scale:

GENERAL NOTE:

FIRE DEPARTMENT NOTES 1. ADDRESS NUMBERS: APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET, ROAD, ALLEY, AND WALKWAYS GIVING ACCESS TO AND WITHIN THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 6 INCHES (152 MM) HIGH WITH A MINIMUM STROKE ARE ON THE EXTERIOR). NUMBER HEIGHT AND STROKE WIDTH SHALL BE INCREASED AS NEEDED FOR LEGIBILITY BASED ON VISIBILITY DISTANCE. 2. FIRE EXTINGUISHERS: PROVIDE A FIRE EXTINGUISHER (MIN. 2A-10BC) WITHIN A RECESSED OR SEMI-RECESSED CABINET WITHIN 75 FEET TRAVEL DISTANCE FROM ALL POINTS IN THE OCCUPANCY; THE EXTINGUISHER SHALL BE MOUNTED ON A HOOK WITHIN THE CABINET (ELEVATED OFF CABINET FLOOR); THE TOP OF THE FIRE EXTINGUISHER CABINET SHALL BE NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE FLOOR; EXTINGUISHERS SHALL BE PLACED IN EASILY ACCESSIBLE LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. 3. FIRE SPRINKLERS / STANDPIPE SYSTEM: A COMPLETE AUTOMATIC FIRE SPRINKLER / STANDPIPE SYSTEM SHALL BE INSTALLED THROUGHOUT THE STRUCTURE IN ACCORDANCE WITH THE RECOMMENDATIONS OF NFPA 13 AND THE REQUIREMENTS OF THE GLENDALE FIRE DEPARTMENT. PLANS AND PERMIT APPLICATION SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT. RISER AND ALL SPRINKLER PIPING SHALL BE CONCEALED; NO EXPOSED PIPING ON EXTERIOR PERMITTED. QUICK RESPONSE SPRINKLER HEADS ARE REQUIRED THROUGHOUT THE STRUCTURE UNLESS CONTRA-INDICATED. 4. TEMPORARY STANDPIPE - A TEMPORARY STANDPIPE SHALL BE INSTALLED UNDER PLANS AND FIRE DEPARTMENT PERMIT WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 FEET IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS IN ACCORDANCE WITH 2013 CALIFORNIA FIRE CODE SECTION 1413. 5. FIRE ALARM - PROVIDE A FIRE ALARM SYSTEM CAPABLE OF NOTIFYING THE OCCUPANTS, AUDIBLY AND VISUALLY, UPON ACTIVATION OF THE AUTOMATIC FIRE SPRINKLER SYSTEM. THE FIRE ALARM SYSTEM SHALL BE INSTALLED BY A U.L. LISTED FIRE ALARM INSTALLATION COMPANY. UPON COMPLETION OF THE INSTALLATION A SERIALIZED CERTIFICATE SHALL BE ISSUED IN ACCORDANCE WITH THE LISTING AGREEMENT BETWEEN THE INSTALLER AND UNDERWRITERS LABORATORIES. PLANS AND PERMIT APPLICATION SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT. WORK ON THE FIRE ALARM SYSTEM SHALL BE DONE ONLY BY A QUALIFIED UL LISTED FORM ALARM CONTRACTOR WHO WILL PROVIDE THE GLENDALE FIRE DEPARTMENT WITH A COPY OF A UL CERTIFICATE CERTIFYING PROPER INSTALLATION OF THE SYSTEM AND MINIMUM ONE (1) YEAR TESTING AND MAINTENANCE AGREEMENT PRIOR TO FINAL INSPECTION. SUCH SYSTEM SHALL BE MONITORED BY A U.L. LISTED CENTRAL STATION IN ACCORDANCE WITH 2013 CFC SECTION 903.4. 6. EMERGENCY LIGHTING: EMERGENCY LIGHTING SHALL COMPLY WITH THE PROVISIONS OF 2013 CBC THE MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN (1) FOOT-CANDLE AT THE WALKING SURFACE LEVEL. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL AREAS PER CODE. 7. EXIT SIGNS: EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL COMPLY WITH PROVISIONS OF THE 2013 CBC 1011 AND BE ILLUMINATED AT ALL TIMES. 8. SMOKE DETECTORS: SMOKE DETECTORS IN RESIDENTIAL UNITS SHALL BE WIRED TO THE BUILDING ELECTRICAL SYSTEM, BE EQUIPPED WITH BATTERY BACKUP, AND EMIT A SIGNAL WHEN BATTERIES ARE LOW. SMOKE ALARMS SHALL BE INTERCONNECTED, SO THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OTHER ALARMS. 9. CARBON MONOXIDE DETECTORS: CARBON MONOXIDE DETECTORS IN RESIDENTIAL UNITS BE HARDWIRED FROM THE BUILDING POWER SUPPLY AND EQUIPPED WITH BATTERY BACKUP. DETECTORS SHALL BE INTERCONNECTED WHERE MORE THAN ONE DETECTOR IS INSTALLED, AND SHALL BE INSTALLED AND MAINTAINED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S), AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. 10.DOOR OPERATIONS: ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE, OR EFFORT. THE UNLATCHING OF ANY EXIT DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. 11.LOCKS AND LATCHES: THE LOCKING DEVICE FOR THE MAIN EXTERIOR EXIT DOOR(S) OF EACH RETAIL SPACE SHALL BE READILY DISTINGUISHABLE AS LOCKED. DOOR SHALL ALSO HAVE A VISIBLE DURABLE SIGN STATING: “THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.” THE SIGN SHALL BE IN ETTERS ONE INCH HIGH ON CONSTRASTING BACKGROUND (ABOVE THE DOOR); POSTED ON THE EGRESS SIDE OF ADJACENT TO THE DOOR. 12.DOORS/GATES SHALL BE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION AND FINISHES IN ACCORDANCE WITH 2013 CBC/CFC SECTION 1008.1. 13.FIRESTOPPING - ALL FIRE STOPPING FOR THE PROJECT SHALL BE CONSOLIDATED UNDER THE RESPONSIBILITY OF A SINGLE FIRE-STOPPING SPECIALTY CONTRACTOR. 14.EMERGENCY RESPONDER RADIO COVERAGE: ALL NEW BUILDINGS SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING BASED UPON THE EXISTING COVERAGE LEVELS OF THE CITY OF GLENDALE PUBLIC SAFETY COMMUNICATIONS SYSTEMS (CFC 510). PROVIDING SUCH COVERAGE SHALL NOT REQUIRE IMPROVEMENT OF THE EXISTING PUBLIC SAFETY COMMUNICATIONS SYSTEMS. PLANS AND FIRE PERMIT APPLICATION TO INSTALL A WIRED COMMUNICATION SYSTEM SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT. FOR TECHNICAL SPECIFICATIONS AND SYSTEM INSTALLATION, COORDINATE WITH THE CITY OF GLENDALE’S INFORMATION SYSTEMS DEPARTMENT - WIRELESS COMMUNICATIONS SECTION (PHONE 818-548-3733). FINAL INSPECTION ON THE SYSTEM SHALL BE APPROVED PRIOR TO ANY OCCUPANCY OR FPB FINAL INSPECTION. 15.FIRE PERMITS: THE FOLLOWING PERMITS3 ARE REQUIRED FROM THE FIRE DEPARTMENT: 15.FIRE PERMITS: THE FOLLOWING PERMITS3 ARE REQUIRED FROM THE FIRE DEPARTMENT: - FIRE SPRINKLER - FIRE ALARM - ASSEMBLY - EMERGCENCY RESPONDER RADIO COVERAGE - MID-RISE BUILDING 16.REQUIRED GFD INSPECTIONS: FOR ALL INSPECTIONS, CALL 818-548-4810. FIRE DEPARTMENT INSPECTIONS FOR THIS PROJECT ARE: - UNDERGROUND ROUGH/HYDRO (PRIOR TO COVERING PIPE) - UNDERGROUND FLUSH (WITNESSED SEPARATELY BY GFD AND GWP) - OVERHEAD FIRE SPRINKLER ROUGH/HYDRO INSPECTION (PRIOR TO COVERING ANY PIPING). - FIRE ALARM ROUGH INSPECTION (PRIOR TO COVERING ANY WIRING/CONDUIT). - TEMPORARY STANDPIPE DURING CONSTRUCTION - SPRINKLER WELD INSPECTION - STANDPIPE ROUGH/HYDRO - FIRE SPRINKLER FINAL - STANDPIPE FINAL - FIRE ALARM FINAL - EMERGENCY RESPONDER RADIO COVERAGE - FIRE PREVENTION BUREAU FINAL; CONTRACTOR MUST REQUEST A SEPARATE INSPECTION. FPB FINAL INSPECTION IN CLUDES, BUT IS NOT LIMITED TO: FIRE EXTINGUISHERS; SIGNAGE; DOOR HARDWARE AND MEANS OF EGRESS; EMERGENCY/ EXIT LIGHTING, LANDSCAPING; ETC.

1. ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH THE HEALTH AND SAFETY CODE (HSC) SECTION 13145, CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19; TITLE 24, 2010 EDITION:

c.9. EXCEPT AS IS OTHERWISE PROVIDED HEREIN, EVERY FIRE ACCESS ROADWAY SHALL CONFORM FULLY TO THE REQUIREMENTS OF SECTION 14.25.020(F) OF THIS CODE.

c.10. ANY STREET, ACCESS ROAD, ALLEY OR DRIVEWAY IN EXISTENCE ON THE EFFECTIVE DATE OF THE OR DINANCE CODIFIED IN THIS CHAPTER AND WHICH SUBSEQUENTLY IS DESIGNATED AS A FIRE ACCESS ROAD WAY BY THE FIRE CHIEF SHALL NOT BE REQUIRED TO CONFORM TO THE REQUIREMENTS OF SECTIONS 14.25.020(F) (1) THROUGH (7) OF THIS CODE.

c.11. FIRE ACCESS ROADWAY- PARKING PROHIBITED. NO PERSON SHALL PARK ANY VEHICLE OR PLACE ANY OB JECTION, ON, OR ABOUT ANY FIRE ACCESS ROADWAY CLEARLY DESIGNATED AS SUCH BY APPROPRIATE SIGNS AS DESCRIBED IN SECTION 14.25.130(C). IN ADDITION TO ANY OTHER PENALTY PROVIDED FOR UNDER THIS CODE, ANY VEHICLE PARKED OR ANY OBJECT PLACED IN A FIRE ACCESS ROADWAY SHALL BE SUBJECT TO IMMEDIATE REMOVAL AND STORAGE, PURSUANT TO LAW, AND THE OWNER OF THE VEHICLE OR OBJECT SHALL BE LIABLE FOR ALL COSTS OF TOWING, IMPOUNDING AND STORAGE.

c.12. FIRE ACCESS ROADWAY SIGNS. SIGNS PROHIBITING VEHICULAR PARKING IN FIRE ACCESS ROADWAYS SHALL STATE “ FIRE ACCESS ROADWAY - NO PARKING - TOW-AWAY ZONE” AND CITE “P.M.C. 14.25.130 AND C.V.C. 22500.1 AND 22658(A),” AND SHALL CONFORM TO THE SPECIFICATIONS ESTABLISHED BY THE DEPARTMENT. SAID SIGNS SHALL BE POSTED AT POINTS LOCATED NOT MORE THAN EVERY 50 LINEAL FEET ON BOTH SIDES OF THE FIRE ACCESS ROADWAY AND SHALL NOT BE MORE THAN TWO FEET, MEASURED HORIZONTALLY, AWAY FROM EACH SIDE OF SAID ROADWAY. THE CENTER OF EACH SIGN SHALL BE NOT LESS THAN 6 FEET OR MORE THAN 10 FEET, MEASURED VERTICALLY, ABOVE THE SURFACE OF THE SAID ROADWAY. NO ITEM, SUBSTANCE, LANDSCAPING, OR OTHER OBSTRUCTION SHALL BE PLACED OR ALLOWED TO CAUSE VISUAL OBSTRUCTION OF ANY SAID SIGN. SAID SIGNS SHALL BE POSTED IN A MANNER THAT RENDERS THEM READILY READABLE BY PERSONS DRIVING UPON THE FIRE ACCESS ROADWAY. NO PERSON SHALL POST ANY FIRE ACCESS ROADWAY SIGN EXCEPT UPON THE AUTHORITY OF THE DEPARTMENT. (ORD. 6683 ,7(PART), 1996)

PART 1: BUILDING STANDARDS ADMINISTRATIVE CODE (CAC). PART 2: CALIFORNIA BUILDING CODE (CBC). PART 3: CALIFORNIA ELECTRICAL CODE (CEC). PART 4: CALIFORNIA MECHANICAL CODE (CMC). PART 5: CALIFORNIA PLUMBING CODE (CPC). PART 5: CALIFORNIA ELEVATOR CODE (CELVC). PART 9: CALIFORNIA FIRE CODE (CFC).

2. FIRE DEPARTMENT INSPECTIONS AREA REQUIRED. SCHEDULE ALL INSPECTIONS IN ADVANCE. 3. CONTACT THE GLENDALE WATER DEPARTMENT PRIOR TO ORDERING THE WATER METER TO COMPLY WITH THEIR REQUIREMENTS FOR RESIDENTIAL FIRE SPRINKLER SYSTEM 4. NO APPROVAL FOR A TEMPORARY C OF O, NOR A FINAL C OF O, WILL BE PROVIDED BY THIS DEPARTMENT UNTIL ALL FIRE AND LIFE SAFETY SYSTEM (I.E. AUTOMATIC FIRE SPRINKLERS AND/OR AUTOMATIC FIRE ALARM AND DETECTION SYSTEMS) ARE REVIEWED, APPROVED FOR PERMIT, INSTALLED, INSPECTED, TESTED AND FINAL ACCEPTANCE IS IN WRITING. THIS REQUIREMENT SHALL BE INCLUDED IN THE GENERAL NOTES SECTION ON THE PLAN. 5. ALL REFERENCES, DRAWINGS, NOTES, AND DETAILS REFERRING TO FIRE SPRINKLERS AND STANDPIPE SYSTEMS; FIRE DEPARTMENT ACCESS, FIRE HYDRANT AND UNDERGROUND SYSTEMS, FIRE ALARM AND REFRIGERANT GAS DETECTION AND NOTIFICATION SYSTEMS, FIRE PUMPS AND EMERGENCY GENERATORS; ABOVE OR BELOW GROUND STORAGE TANKS, PIPING AND CONTROL VALVES, ETC. WITHIN THESE DRAWINGS ARE NOT APPROVED BY THE GLENDALE FIRE DEPARTMENT AND SHALL NOT BE INSTALLED UNTIL SEPARATE SUBMITTALS HAVE BEEN REVIEWED AND APPROVED BY THE GLENDALE FIRE DEPARTMENT. 6. ANY AND ALL REFERENCES PERTAINING TO ANY OF THOSE ITEMS PREVIOUSLY IDENTIFIED ABOVE ARE ONLY FOR CONTRACTOR INFORMATION AND ARE NOT TO BE CONSTRUED AS BEING APPROVED BY THE GLENDALE FIRE DEPARTMENT. 7. STORAGE OF CONSTRUCTION MATERIALS IN THE PUBLIC RIGHT-OF-WAY IS NOT PERMITTED, SPECIFY ON SITE PLAN THE PRO POSED LOCATION OF THE STORAGE OF CONSTRUCTION MATERIALS. NOTE: IN TIMES OF HIGH FIRE HAZARD IN BRUSH AREAS, TEMPORARY FIRE PROTECTION OF THE CONSTRUCTION MATERIALS MAY BE REQUIRED. 8. A MANUAL AND AUTOMATIC FIRE ALARM AND DETECTION SYSTEM SHALL BE INSTALLED THROUGHOUT ALL BUILDINGS IN ACCORDANCE WITH 14.25.050 AND NFPA 72. FIRE ALARM/DETECTION SYSTEM PLANS SHALL BE SUBMITTED TO THE GLENDALE FIRE DEPARTMENT WITHIN 30-DAYS OF THE FINAL REVIEW OF THE ARCHITECTURAL PLANS. NO WORK ON THIS SYSTEM SHALL BE STARTED PRIOR TO THE APPROVAL OF PLANS AND THE ISSUANCE OF A FIRE DEPARTMENT PERMIT. a. PROVIDE APPROVED HARDWIRED SMOKE DETECTOR(S), WITH BATTERY BACKUP, IN EACH SLEEPING ROOM, HALLWAYS ADJACENT TO SLEEPING ROOMS AND AT THE TOP OF STAIRWAYS. ALL SMOKE ALARMS ARE TO BE INTERCONNECTED FOR ALARM SOUNDERS. ALL SOUNDERS ARE TO PRODUCE A CODED TEMPORAL PATTERN. ALL SMOKE ALARMS ARE TO BE UL 217 CALIFORNIA STATE FIRE MARSHAL LISTED. ALL SMOKE ALARMS ARE TO BE MANUFACTURED BY THE SAME COMPANY AND COMPATIBLE WITH EACH OTHER. I. SMOKE DETECTORS ARE NOT PERMITTED TO BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER. II. RELOCATE ALL SMOKE DETECTORS AWAY FROM OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS FROM STEAM CONTACTING THE SMOKE DETECTORS. III. EACH DWELLING UNIT SMOKE DETECTOR SHALL HAVE FORM-’C’ RELAY BASE LISTED FOR RELEASING SERVICE AND ALL SMOKE DETECTORS SERVING INDIVIDUAL DWELLING UNITS SHALL BE INTERLOCKED TOGETHER. PMC 14.25.050. IV. EACH GROUP OF DWELLING UNIT SMOKE DETECTORS SHALL BE MONITORED BY THE BUILDING FIRE ALARM SYSTEM (INTELLIGENT - ANALOG) AS A SELF-RESTORING SUPERVISORY SIGNAL PER INDIVIDUAL DWELLING UNIT. THIS SIGNAL IS NOT TO INITIATE A GENERAL ALARM THROUGHOUT THE BUILDING. b. ALL FIRE DAMPERS SHALL BE CONTROLLED WITH AREA OR SPOT TYPES PHOTOELECTRIC SMOKE DETECTION. ALL CONTROL RELAYS FOR SMOKE FIRE DAMPERS, MAGNETIC DOOR HOLDERS, HVAC UNITS, ETC.. SHALL BE CONTROLLED WITH RELAYS LISTED FOR RELEASING. ALL RELAYS SHALL BE LOCATED 3-FEET OF THE INDIVIDUAL CONTROLLERS UNLESS WIRED FAIL SAFE. PAM TYPE RELAYS AREA NOT PERMITTED BECAUSE OF THE HIGH FAILURES RATES AND INABILITY TO CLEARLY IDENTIFY THEIR LOCATIONS FOR INSPECTIONS, SERVICING, AND TESTING. ONLY THE RELAYS CSFM LISTED FOR RELEASING AND ARE OF A DESIGN EQUAL TO OR GREATER THAN THE AIR PRODUCTS MR101/c, MR201/c ARE ACCEPTABLE FOR USE WITH THE FIRE ALARM SYSTEMS. c. THE BUILDING DIRECT DIGITAL CONTROL (DDC) SYSTEM IS NOT PERMITTED TO PERFORM THE FUNCTION OF THE BUILDING FIRE ALARM SYSTEM UNLESS LISTED BY UL AS (UUKL) FOR SMOKE CONTROL SYSTEM AND UL 864 FIRE CONTROL EQUIPMENT. 10. SEPARATE SUBMITTAL REQUIRED-UNDERGROUND FIRE SYSTEMS PROVIDE CIVIL DRAWINGS CLEARLY INDICATING THE HYDRANT LOCATIONS, NEW AND EXISTING , SERVING THIS PROJECT. CONTACT THE CITY OF GLENDALE WATER DEPARTMENT, TO SCHEDULE A FIRE FLOW TEST(S) FOR THIS PROJECT. PROVIDE A COPY OF THE REPORT THE WATER DEPARTMENT INDICATING THE WATER AVAILABLE FROM THE FIRE HYDRANTS SERVING THIS PROJECT. a. THE MINIMUM FIRE FLOW REQUIRED FOR THIS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC) AS REQUIRED BY APPENDIX III-A. A MAXIMUM OF 50% REDUCTION IN FIRE FLOW IS ALLOWED WHEN AN AUTOMATIC FIRE SPRINKLER SYSTEM IS ENGINEERED, APPROVED, AND INSTALLED PER NFPA 13 THROUGHOUT ALL AREAS OF THE STRUC TURES. b. THE QUANTITIES AND LOCATIONS OF FIRE HYDRANTS REQUIRED FOR THIS SHALL BE ENGINEERED AS REQUIRED BY CFC, APPENDIX III-B, ARTICLE 9, AND GLENDALE FIRE DEPARTMENTS FIRE GROUND OPERATIONAL NEEDS IN ACCOR DANCE WITH NATIONAL RECOGNIZED GOOD ENGINEERING PRACTICES. 11. THE CITY OF GLENDALE FIRE DEPARTMENT SHALL APPROVE ALL-WEATHER FIRE DEPARTMENT ACCESS ROADS. ALL ACCESS ROADS SHALL BE IN PLACE PRIOR TO ANY COMBUSTIBLE MATERIALS PLACED ON SITE. ALL ACCESS ROADS SHALL BE A MINIMUM OF 20 FEET WIDE WITH NO PARKING , HAVE AN UNOBSTRUCTED CLEAR HEIGHT OF 13’-6” MAINTAINED, AND ENGINEERED TO SUPPORT 35,000 GVW (CONTACT PUBLIC WORKS, THEIR REQUIREMENTS MAY BE MORE RESTRICTIVE). ALL ACCESS GATES SHALL BE PROVIDED WITH KNOX LOCK SYSTEMS APPROVED BY THE GLENDALE FIRE DEPARTMENT (KNOX LOCK APPLICATIONS CAN BE OBTAINED AT FIRE DEPARTMENT. ALL ACCESS ROADS SHALL BE MAINTAINED DRIVE ABLE IN ALL WEATHER CONDITIONS AND CLEAR OF OBSTRUCTIONS, CONSTRUCTION MATERIALS AND VEHICLES AT ALL TIMES. CFC, ART. 9

1 FIRE DEPARTMENT CONNECTION (FDC): THE USE OF “SOD” OR “LOW GROUND COVER” IS ACCEPTABLE. OBTAIN APPROVAL FROM THE FIRE DEPARTMENT. 2 FIRE DEPARTMENT EMERGENCY ACCESS: LANDINGS SHALL BE PROVIDED UNDERNEATH BEDROOM WINDOWS OR DOORS WHEN STEPS ARE USED TO PROVIDE FIRE DEPARTMENT ACCESS AROUND THE BUILDING. ARCHITECT SHALL REVISE ALL ARCHITECTURAL AND LANDSCAPE PLANS FROM ANY PRESENT OR FUTURE OBSTRUCTIONS THAT MAY HINDER ACCESS AND PLACEMENT OF FIRE DEPARTMENT LADDERS

a. FIRE DEPARTMENT ACCESS REQUIREMENTS - 14.25.020 DEFINITIONS.

b. “APPROVED TURNAROUND” MEANS AN AREA LOCATED AT THE DEAD-END POINT OF ANY FIRE ACCESS ROADWAY WHICH SHALL ENABLE FIRE DEPARTMENT VEHICLES TO TURN AROUND. SAID TURNAROUND SHALL MEET ALL OF THE REQUIREMENTS OF SECTION 14.25.020(F) AND SHALL CONSIST EITHER OF A HAMMERHEAD DESIGN WITH TWO LEGS WHICH ARE NO LESS THAN 30 FEET IN LENGTH AS MEASURED FROM THE CURB LINE AXIS OF THE EMERGENCY FIRE ACCESS ROADWAY, OR A CIRCULAR TURNAROUND WITH A RADIUS OF NOT LESS THAN 40 FEET OR OTHER CONFIGURA TION AS APPROVED BY THE FIRE CHIEF.

c. “FIRE ACCESS ROADWAY” MEANS A PAVED HARD - SURFACE ALL -WEATHER ROADWAY OF NOT LESS THAN 20 FEET IN CLEAR WIDTH WITH A MINIMUM VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET, 6 INCHES, AND WHICH SATISFIES EACH OF THE FOLLOWING REQUIREMENTS: c.1 THE PAVED HARD-SURFACE OF THE ROADWAY SHALL BE CAPABLE OF SIMULTANEOUSLY SUPPORTING NOT LESS THAN THREE VEHICLES WEIGHING 35,00 POUNDS EACH WITHOUT CAUSING DAMAGE TO THE PAVED HARD SURFACE OR ANY SUBSTRUCTURE LOCATED BENEATH SAID ROADWAY; AND

c.2 NO SLOPE OF SAID ROADWAY SHALL EXCEED A GRADE OF 12 PERCENT ANY POINT: AND

c.3. ANY SAID ROADWAY WHICH EXTENDS MORE THAN 150 FEET FROM A PUBLIC STREET AND WHICH DOES NOT CONTINUE THROUGH TO ANOTHER PUBLIC STREET SHALL BE PROVIDED WITH AN APPROVED TURNAROUND AT THE DEAD END POINT. THE DISTANCE OF ANY OF ANY SAID ROADWAY SHALL BE MEASURED AS TRAVEL DIS TANCE ALONG THE CENTER OF THE ROADWAY STARTING AT THE CURB LINE OF THE PUBLIC STREET TO WHICH IT WAS ACCESS; AND c.4. NO SUCH ROADWAY SHALL BE CONTAINED WITHIN, OR ENCLOSED IN ANY BUILDING; AND

c.5. NO SUCH ROADWAY SHALL BE ADJACENT TO ANY WALL. FENCE OR LANDSCAPING WHICH MAY IMPAIR CLEAR AND READY FIRE DEPARTMENT ACCESS TO THE BUILDING; AND

c.6. NO SUCH ROADWAY SHALL HAVE AN ELEVATION DIFFERENTIAL IN EXCESS OF THREE FEET BETWEEN THE LOWEST LEVEL OF THE ROADWAY AND THE LOWEST LEVEL OF THE ADJACENT BUILDING; AND c.7. FIRE ACCESS ROADWAY SIGNS APPROVED BY THE FIRE CHIEF SHALL BE POSTED ON BOTH SIDES OF THE FIRE ACCESS ROADWAY IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 14.25.130.

c.8. FIRE ACCESS ROADWAY DESIGNATION - 14.25.130. THE FIRE CHIEF IS AUTHORIZED TO REQUIRE AND DES IGNATE FIRE ACCESS ROADWAYS THAT SHALL PROVIDE CLEAR AND UNOBSTRUCTED EMERGENCY VEHICLE AND EQUIPMENT ACCESS TO ANY BUILDING. NO STREET, ACCESS ROAD, ALLEY, OR DRIVEWAY, WHETHER PRIVATE OR PUBLIC, SHALL BE DESIGNATED A FIRE ACCESS ROADWAY UNLESS THE FIRE CHIEF FINDS THAT PUBLIC SAFETY CONTROL REQUIRES USE OF THE STREET, ACCESS ROAD, ALLEY, OR DRIVEWAY AS A FIRE ACCESS ROADWAY.

SPECIFIC NOTE:

12. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTS FOR FIRE DEPARTMENT ACCESS, FIRE HYDRANT LOCATIONS, WATER AVAILABILITY, AND FIRE LANE MARKINGS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT WITH IN 30-DAYS OF THE FINAL REVIEW OR THE ARCHITECTURAL PLANS. A CITY OF GLENDALE FIRE DEPT.. AN APPROVED SITE PLAN SHALL BE SUBMITTED ALONG WITH THE ARCHITECTURAL PLAN SUBMITTAL(S). 13. ACCESS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC), SECTION 902, AND THE CITY OF GLENDALE GUIDELINES. A SEPARATE PLAN SUBMITTAL AND APPROVED BY THE FIRE DEPARTMENT IS REQUIRED PRIOR TO CONSTRUCTION. 16. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM OR MONITORING SYSTEM(S) SHALL BE APPROVED BY THE GLENDALE FIRE DEPARTMENT PRIOR TO INSTALLATION OR MODIFICATION. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK. CFC, ARTICLE 10 17. IF ADDITIONS OF WALLS AND/OR OTHER TENANT IMPROVEMENTS OBSTRUCT OR EFFECT COVERAGE OR PERFORMANCE OF THE FIRE SPRINKLER SYSTEM AND/OR IF ANY MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM IS NECESSARY, FIRE SPRINKLER TENANT IMPROVEMENT PLANS SHALL BE SUBMITTED TO THE CITY OF GLENDALE FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION OR ALTERATION(S). NFPA 13 18. ASSEMBLY OCCUPANCIES SHALL POST A, “MAXIMUM OCCUPANT LOAD OF --------- PERSONS” , SIGN NEAR THE MAIN EXIT FROM EACH ROOM. 19. ALL EXIT DOORS SHALL BE OPEN ABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 20. PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLIES. 21. LOCATION(S) AND CLASSIFICATION(S) OF FIRE EXTINGUISHER SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19 AND THE CALIFORNIA FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE FIRE INSPECTOR PRIOR TO FIRE CLEARANCE FOR THE CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE BUILDING DEPARTMENT. CFC, ARTICLE 10. 22. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE OR COMPRESSED GASES, OR ANY OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH CALIFORNIA FIRE CODE REGULATIONS. THE GLENDALE FIRE DEPARTMENT, PRIOR TO ANY MATERIALS BEING STORED, USED, OR HANDLED ON SITE SHALL APPROVE THE STORAGE, USE AND HANDLING OF HAZARDOUS MATERIALS. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. CFC, ARTICLE 79 & 80.

Parady Sarun

parady95@gmail.com

23. PROVIDE ILLUMINATED EXIT SIGNAGE THROUGHOUT THE BUILDING CLEARLY GIVE DIRECTION AND LOCATION OF ALL EXITS. ALL EXIT SIGNAGE TO BE LISTED WEATHERPROOF (EXCEPTION: DWELLING). 25. AIR-MOVING UNIT OR SYSTEM > 2000 cfm SHALL HAVE AUTOMATIC PHOTOELECTRIC AREA SMOKE DUCT-DETECTORS INSTALLED AND CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. THE BUILDING FIRE ALARM SYSTEM IS TO SHUTDOWN ALL AIR-MOVING SYSTEMS UPON DETECTION OF SMOKE. CMC SEC. 609, PMC 14.25.050. 26. PROVIDE VELOCITY CALCULATIONS FOR EACH IN-DUCT SMOKE DETECTOR LOCATION INSTALLED. THE CALCULATION IS TO INCLUDE THE DUCT SIZE AT POINT OF INSTALLATION, cfm OF THE AIR-HANDLER, AND VELOCITY FOR ALL MODES OF OPERATION INCLUDING ECONOMIZER MODE. NFPA 72-5-11.6.6.

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

CITY OF WEST HOLLYWOOD

27. PROVIDE REMOTE LED ANNUNCIATOR(S) AND REMOTE TEST STATION FOR EACH DUCT DETECTOR LOCATED ABOVE THE CEILING AND BELOW THE ROOF. NFPA 72-11.6.4 28. ALL ROOF OR EXTERIOR MOUNTED DUCT-SMOKE DETECTORS SHALL BE LISTED AS AN EXTERIOR ASSEMBLY PER U.L. AND CSFM. 29. ACTUATION OF SMOKE/FIRE DAMPERS AND FIRE-RATED DOOR ASSEMBLIES WITH MAGNETIC HOLDERS SHALL COMPLY WITH CBC 713.10,905.9.3(4) FOR PASSIVE SMOKE CONTROL SYSTEMS. 30. BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED. PROVIDE A KNOX BOX AT THE FOLLOWING LOCATION: - BUILDING MAIN ENTRANCE - GATE(S). - ELECTRICAL/MECHANICAL ROOMS. - LOCATION IS INDICATED. - M.S.D.S. DOCUMENTS. - CONTACT THE FIRE PREVENTION BUREAU FOR ORDER APPLICATION(S).

No.

Description

Date

31. BOTH SMOKE AND FIRE DAMPERS ARE REQUIRED FOR DUCT OPENINGS IN CORRIDORS. 32.1- ALL ELECTRICAL VAULTS SHALL HAVE PHOTOELECTRIC SMOKE DETECTION AND FIX-RATE-OF-RISE HEAT DETECTION INSTALLED PER THE LISTINGS, PMC, AND NPFA 72. 32.2- PROVIDE APPROVED HARDWIRED SMOKE ALARM(S), WITH BATTERY BACKUP, IN EACH SLEEPING ROOM, HALLWAYS ADJACENT TO SLEEPING ROOMS, AREAS SERVING THE SLEEPING AREA, AND AT THE TOP OF STAIRWAYS. ALL SMOKE ALARMS ARE TO BE PHOTOELECTRIC OR A SMOKE ALARM THAT IS LISTED A PHOTOELECTRIC/IONIZATION. ALL SMOKE ALARMS ARE TO BE INTERCONNECTED FOR ALARM SOUNDERS. ALL SOUNDERS ARE TO PRODUCE A CODED TEMPORAL PATTERN. ALL SMOKE ALARMS ARE TO BE UL 217 AND CALIFORNIA STATE FIRE MARSHAL LISTED. 32.32.1- SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER. 32.2.2- RELOCATE ALL SMOKE DETECTORS A MINIMUM OF 3-FEET FROM OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS STEAM CONTACTING THE SMOKE DETECTORS.

TITLE:

GENERAL NOTES Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 0.2 Scale:

SUBTERRANEAN PARKING -11' - 0"

GENERAL NOTE:

OCCUPANCY CLASSIFICATIONS PARKING GARAGE RESIDENTIAL

FIRE RESISTANCE RATING REQUIREMENT (TABLE 601 & 602)

S-2 R-2

(1 LEVEL) (3 LEVELS)

TYPE OF CONSTRUCTION (TABLE 601) PARKING GARAGE RESIDENTIAL

S-2 R-2

(TYPE I - A) (TYPE V - A)

ALLOWABLE HEIGHT (TABLE 503) R-2, SM

60 FT

PROPOSED HEIGHT =

32 FT

TYPE I-A: BEARING WALL - NON-BEARING WALL -

INTERIOR EXTERIOR INTERIOR EXTERIOR

(1 HR) (1 HR) (0 HR) (1 HR)

TYPE V-A: BEARING WALL - NON-BEARING WALL -

INTERIOR EXTERIOR INTERIOR EXTERIOR

(1 HR) (1 HR ) (0 HR) (1 HR)

TOP OF ROOF 32' - 0"

SPECIFIC NOTE: REQ. FIRE RATING = 1HR ACTUAL FIRE RATING = 2HR

LEVEL 3 20' - 0"

REQUIRED SEPARATION OF OCCUPANCIES (TABLE 508.4) BETWEEN OCCUPANCY CLASS S-2 (TYPE I-A CONSTRUCTION) AND R-2 (TYPE V-A CONSTRUCTION), THERE WILL BE A 1 HR FIRE SEPERATION BETWEEN THEM IN THE FORM OF A CONCRETE SLAB.

ALLOWABLE AREA

SECTION B-B 1/16" = 1' 0"

LEVEL 2 10' - 0"

LEVEL 1 0' - 0"

FORMULA, Aa = [At + (At x It) + (At x Is)]

2-HR FIRE-RATED

Aa = ALLOWABLE BUILDING AREA PER STORY At = TABULAR BUILIDNG AREA PER STORY (TABLE 503) It = AREA INCREASE FACTOR DUE TO FRONTAGE (SEC 506.2) Is = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION (SEC. 506.3)

1-HR FIRE-RATED

SUBTERRANEAN PARKING -11' - 0"

0-HR FIRE-RATED

Aa = [At + (At x It) + (At x Is)] = [12,000 SF + (12,000 SF x 0) + (12,000 SF x 2)] = 36,000 SF

SECTION C-C 1/16" = 1' 0"

ALLOWABLE BUILDING AREA PER STORY = 36,000 SF PROPOSED AREA: FIRST LEVEL SECOND LEVEL THIRD LEVEL

= 4,794 SF = 5,606 SF = 5,040 SF

REQ. FIRE RATING = 1HR ACTUAL FIRE RATING = 1HR 1

REQ. FIRE RATING = 1HR ACTUAL FIRE RATING = 2HR

4'-6"

10'-1"

30'-6"

23'-2"

1 A 3.1

A 3.1

32'-9"

28'-6"

90'-0" 28'-0"

2' - 0" CONCRETE SPREAD FOOTING

28'-0"

12" THICK CONCRETE FOUNDATION WALL (TYP.) 1

AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) EAST ELEVATION - 30 FT OR GREATER = UNLIMITED WEST ELEVATION - 15-20 FT (UNPROTECTED, SPRINKLED) = 75% NORTH ELEVATION - 5-10 FT (UNPROTECTED, SPRINKLED) = 25% SOUTH ELEVTION - 5-10 FT (UNPROTECTED, SPRINKLED) = 25%

6'-6"

A 2.2

PROPERTY LINE

27'-6"

1 9'-6"

1 1 A 3.1

18'-7"

4' x 4' CONCRETE PAD FOOTING (TYP.)

18'-6"

1' -6" WIDE CONCRETE SPREAD FOOTING

2 12" x 16" CONCRETE COLUMN (TYP.)

23'-2"

6'-6"

Parady Sarun

parady95@gmail.com

3 2' - 0" CONCRETE SPREAD FOOTING

1 A 2.3

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046

21'-0"

90'-0"

3 11'-7"

6" THICK CONCRETE WALL

1 A 2.1

CLIENT

CITY OF WEST HOLLYWOOD

6" THICK CONCRETE WALL

19'-9"

SEWER LINE

GAS LINE

POWER LINE

WATER LINE

13'-6"

ALLEY 130'-0" 58'-6"

6'-6"

31'-0"

20'-0"

7'-6"

28'-0" 6'-0"

3'-0"

10'-0"

3'-0"

9'-0"

22'-0"

21'-0"

12'-0"

PROPERTY LINE 1

33'-0"

22'-0"

5'-6"

3'-0"

16'-0"

A 2.4

33'-0"

1 A 3.1

BACK ENTRANCE

2'-0"

A 3.1

5’ SIDE SETBACK

25’ FRONT SETBACK

BUILDING FOOTPRINT

No.

Description

Date

2' - 0" CONCRETE SPREAD FOOTING

79'-0"

100'-0"

N. SPAULDING AVE.

20'-0"

6'-0" 6'-6" 14'-0" 100'-0"

7'-6"

PLANTER

EXISTING SIDEWALK

WOOD PATIO

BUILDING FOOTPRINT

20'-0"

GRAVEL

PARKING PLAN 1/8" = 1' 0"

A 3.1

REQ. FIRE RATING = 1HR ACTUAL FIRE RATING = 1HR

E 1 A 3.1

13'-0"

15’ REAR SETBACK

FIRST LEVEL 1/8" = 1' 0"

REQ. FIRE RATING = 1HR ACTUAL FIRE RATING = 1HR

90'-0" 27'-6"

6'-6"

28'-0"

90'-0"

WOOD DECKING

BUILDING FOOTPRINT

28'-0"

5'-0"

53'-0"

28'-0" 8'-0"

FRONT ENTRANCE

27'-6"

6'-6"

28'-0"

15'-0"

1 RAMP TO PARKING

28'-0"

PROPERTY LINE

25'-0"

130'-0"

SETBACK LINE

E 1.1

2 6'-6"

6'-6"

PROPOSED FOOTPRINTS

3 8'-0" 8'

4 21'-0"

TITLE:

CODE ANALYSIS

34'-6"

90'-0"

1 E 1.1

SITE PLAN 1/8" = 1' 0"

90'-0"

62'-0"

13'-0"

31'-0"

28'-0"

6'-6"

3'-0"

11'-6"

12'-0"

6'-0"

Job #

Date:

2 June 2017

A 3.1

16'-6"

2'-0"

5’ SIDE SETBACK

22'-0"

1 A 3.1

6'-0"

3'-0"

28'-0"

A 3.1

24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 0.3

THIRD LEVEL 1/8" = 1' 0"

SECOND LEVEL 1/8" = 1' 0"

Scale:

GENERAL NOTE:

OCCUPANCY LOAD (TABLE 1004.1.1) FUNCTION OF SPACE OCCUPANT LOAD FACTOR PARKING 200 GROSS RESIDENTIAL 200 GROSS

CODE OCCUPANCY SCHEDULE PER UNIT AREA UNIT NUMBER OCCUPANCY FIRST LEVEL

- TOTAL PARKING GROSS SQUARE FOOTAGE = 10,940 SF / 200 GROSS = 54.7 = 55 PEOPLE - TOTAL RESIDENTIAL GROSS SQUARE FOOTAGE = 15,400 SF/ 200 GROSS / 14 UNITS = 5.5 = 6 PEOPLE PER FLOOR AVERAGE FIRST LEVEL = 4,704 SF / 200 GROSS / 6 UNITS = 3.92 = 4 PER UNIT, PER FLOOR SECOND LEVEL = 5,656 SF / 200 GROSS / 8 UNITS = 3.5 = 4 PER UNIT, PER FLOOR THIRD LEVEL = 5,040 SF / 200 GROSS / 4 UNITS = 6.3 = 6 PER UNIT, PER FLOOR

A B

440 616

2 3

C D

440 616

2 3

E F

440 616

2 3

G2 H

400 360

2 2

I2 J K2

420 616

2 3

420 616

2 3

M2 N

420 616

2 3

G3 I3

910 1067

4 5

K3 M3

1067 1067

5 5

TOTAL

SECOND LEVEL

OUTDOOR AREAS (TABLE 1004.5) EXCEPTIONS (2): BOTH OUTDOOR AREAS ASSOCIATED WITH GROUP R-3 AND INDIVIDUAL DWELLING UNITS OF GROUP R-2

SPECIFIC NOTE:

THIRD LEVEL

COMMON PATH OF TRAVEL

1 A 3.1

MEANS OF EGRESS 4'-6"

10'-1"

30'-6"

23'-2"

1 A 3.1

32'-9"

28'-6"

90'-0"

6'-6"

28'-0"

9'-6"

PUBLIC CORRIDOR MIN. WIDTH = 36” ACTUAL WIDTH = 78”

4' x 4' CONCRETE PAD FOOTING (TYP.)

18'-6"

1' -6" WIDE CONCRETE SPREAD FOOTING

UNIT D OCC. LOAD = 3

2 12" x 16" CONCRETE COLUMN (TYP.)

UNIT C OCC. LOAD = 2

UNIT B OCC. LOAD = 3

PUBLIC CORRIDOR MIN. WIDTH = 36” ACTUAL WIDTH =78”

6'-6"

PUBLIC CORRIDOR MIN. WIDTH = 36” ACTUAL WIDTH =69”

2' - 0" CONCRETE SPREAD FOOTING

PARKING GARAGE OCC. LOAD = 55

1 A 2.3

OCC. LOAD = 20 21'-0"

90'-0"

UNIT A OCC. LOAD = 2

UNIT E OCC. LOAD = 2

11'-7"

Parady Sarun

parady95@gmail.com

6" THICK CONCRETE WALL

1 A 2.1

UNIT F OCC. LOAD = 3

6" THICK CONCRETE WALL

19'-9"

WEST HOLLYWOOD APARTMENTS

PUBLIC CORRIDOR MIN. WIDTH = 36” ACTUAL WIDTH =162”

13'-6"

(2)

1051 N. Spaulding Ave., West Hollywood, CA 90046

OCC. LOAD = 53

CLIENT

OCC. LOAD = 15

CITY OF WEST HOLLYWOOD

21'-0"

5 1

16'-0"

A 3.1

OCC. LOAD = 20

A 3.1

6 5'-6"

A 2.4

SIZE OF DOORS (SECTION 1010.1.1) ANY DOOR SHALL PROVIDE A CLEAR WIDTH OF 32” MINIMUM. EXCEPTIONS(1): THE MINIMUM AND MAXIMUM WIDTH SHALL NOT APPLY TO DOOR OPENINGS THAT ARE NOT PART OF THE REQUIRED MEANS OF EGRESS IN GROUP R-2 AND R-3 OCCUPANCIES.

A 3.1

1-500 OCCUPANCY LOAD PER STORY

OCC. LOAD = 53

27'-6"

12" THICK CONCRETE FOUNDATION WALL (TYP.)

FIRST LEVEL = 4 PEOPLE x 0.2 INCH = 0.8 INCH SECOND LEVEL = 4 PEOPLE x 0.2 INCH = 0.8 INCH THIRD LEVEL = 6 PEOPLE x 0.2 INCH = 1.2 INCH

MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY (TABLE 1006.3.1)

23'-2"

2' - 0" CONCRETE SPREAD FOOTING

PROPERTY LINE

18'-7"

STAIRWAYS SIZING (SECTION 1005.3.1) EXCEPTIONS (1): FOR OTHER THAN GROUP H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS FACTOR OF 0.2 INCH PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2.

28'-0"

A 2.2

2' - 0" CONCRETE SPREAD FOOTING

STAIRWAYS WIDTH AND CAPACITY (SECTION 1011.2) ALL STAIRWAYS FROM PARKING GARAGE (OCC. LOAD > 50) = MINIMUM 44 INCHES

No.

ALL STAIRWAYS SERVING THE LIVING UNITS (OCC. LOAD < 50) = MINIMUM 36 INCHES EXCEPTIONS (1): STAIRWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES.

PARKING PLAN 1/8" = 1' 0"

Description

Date

FIRST LEVEL 1/8" = 1' 0"

4 A 3.1

E OCC. LOAD = 53

OCC. LOAD = 55

STAIRWAYS HEADROOM (SECTION 1011.3) MINIMUM 80 INCHES MEASURED VERTICALLY FROM A LINE CONNECTION THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAYS TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE DEPTH BEYOND THE BOTTOM RISER. THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY AND LANDING.

90'-0" 28'-0"

27'-6"

6'-6"

28'-0"

1 A 3.1

90'-0"

28'-0"

27'-6"

6'-6"

28'-0"

1 1

OCC. LOAD = 10

28'-0"

A 3.1

UNIT L OCC. LOAD = 3

UNIT K3 OCC. LOAD = 5

UNIT J OCC. LOAD = 3

UNIT K2 OCC. LOAD = 2

A 3.1

28'-0"

STAIRWAY LANDING (SECTION 1011.6) THE WIDTH OF LANDINGS SHALL BE NOT LESS THAN THE WIDTH OF STAIRWAYS SERVED.

2 E 1.1

2 6'-6"

6'-6"

PUBLIC CORRIDOR MIN. WIDTH = 36” ACTUAL WIDTH =78”

UNIT I2 OCC. LOAD = 2

OCC. LOAD = 10

8'-0"

HANDRAILS (SECTION 1011.11) STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE AND COMPLY WITH SECTION 1014. EXCEPTIONS (1): STAIRWAY WITHIN UNITS ARE PERMITTED TO HAVE A HANDRAIL ON ONE SIDE ONLY.

1 E 1.1

13'-0"

PUBLIC CORRIDOR MIN. WIDTH = 36” ACTUAL WIDTH =78”

UNIT M3 OCC. LOAD = 5

21'-0"

UNIT M2 OCC. LOAD = 2

90'-0"

4 UNIT I3 OCC. LOAD = 5

OCC. LOAD = 18

5 6'-6"

HANDRAIL HEIGHT (SECTION 1014.2) MEASURED ABOVE STAIR TREAD NOSINGS, NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.

UNIT H OCC. LOAD = 2

11'-6"

OCC. LOAD = 55

OCC. LOAD = 53

TITLE:

CODE ANALYSIS

UNIT G3 OCC. LOAD = 4

34'-6"

UNIT N OCC. LOAD = 3

1 A 3.1

16'-6"

1 A 3.1

UNIT G2 OCC. LOAD = 2

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 0.4

THIRD LEVEL 1/8" = 1' 0"

SECOND LEVEL 1/8" = 1' 0"

Scale:

6'-6"

31'-0"

20'-0"

7'-6"

10'-0"

3'-0"

9'-0"

33'-0"

PUBLIC CORRIDOR MIN. WIDTH = 36” ACTUAL WIDTH = 78”

55’ 6”

WOOD PATIO

6'-6" 14'-0"

PLANTER

100'-0"

7'-6"

36 INCHES 36 INCHES

100'-0"

MINIMUM CORRIDOR WIDTH (TABLE 1020.2) PUBLIC CORRIDOR (OCC. LOAD < 50) WITHIN A DWELLING UNIT

N. SPAULDING AVE.

BUILDING FOOTPRINT

DOES NOT COM-LY WITH <1/3Dm RULE

SPECIFIC NOTE:

79'-0"

BUILDING FOOTPRINT

20'-0"

33'-0"

22'-0"

MAXIMUM EXIT TRAVEL DISTANCE MAX. DIST = 250’ ACTUAL DIST = 74’

1 HR

3'-0" 22'-0"

BACK ENTRANCE

2'-0"

PROPERTY LINE

28'-0" 6'-0"

EXISTING SIDEWALK

250 FT 400 FT

58'-6"

6'-0"

CORRIDORS FIRE RESISTANCE RATING (TABLE 1020.1) RESIDENTIAL UNITS R-2 W/ SPRINKLER (OCC. LOAD > 10)

SEWER LINE

ALLEY 130'-0" 12'-0"

3'-0"

EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2) PARKING GARARGE S-2 W/ SPRINKLER RESIDENTIAL UNITS R-2 W/ SPRINKLER

GAS LINE

POWER LINE

WATER LINE

GENERAL NOTE:

13'-0"

20'-0"

GRAVEL

FRONT ENTRANCE

8'-0"

WOOD DECKING

BUILDING FOOTPRINT

5'-0"

53'-0"

15'-0"

28'-0"

EXIT DISCHARGE WIDTH OR CAPACITY (SECTION 1028.4.1) CAPACITY OF EXIT DISCHARGE DETERMINED BY SETION 1005.1; MINIMUM WIDTH OF EXIT PASSAGEWAYS SHALL NOT BE LESS THAN 44 INCHES AND UNOBSTRUCTED TO A HEIGHT OF 7 FEET. EXIT DISCHARGE SHALL PROVIDE A DIRECTED ADN UNOBSTRUCTED ACCESS TO A PUBLIC WAY (SECTION 1028.5).

RAMP TO PARKING

3'-0"

MAIN DIAGONAL 123 ‘

2'-0"

6'-0"

EXIT PASSAGEWAYS WIDTH (SECTION 1024.2) CAPACITY OF EXIT PASSAGEWAYS DETERMINED BY SETION 1005.1; MINIMUM WIDTH OF EXIT PASSAGEWAYS SHALL NOT BE LESS THAN 44 INCHES (UNOBSTRUCTED).

22'-0" 12'-0"

3'-0"

6'-0"

3'-0"

31'-0"

28'-0" 62'-0"

28'-0"

PROPERTY LINE

25'-0"

130'-0"

SETBACK LINE PROPOSED FOOTPRINTS

SITE PLAN 1/8" = 1' 0"

Parady Sarun

ACCESSIBILITY

parady95@gmail.com

REQUIRED ACCESSIBLE PARKING SPACES (SECTION 1109A.3) MINIMUM REQUIRED = 1 (2%) NUMBER OF SPOTS ASSIGNED = 1

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

1 A 3.1

130'-0"

32'-9"

12'-0"

28'-0" 31'-0"

27'-6"

7'-6"

28'-0"

3'-0"

10'-0"

3'-0"

9'-0"

22'-0"

33'-0"

BUILDING FOOTPRINT

1' -6" WIDE CONCRETE SPREAD FOOTING 18'-6"

UNIT B ACCESSIBLE

6'-0"

2 12" x 16" CONCRETE COLUMN (TYP.)

UNIT C ACCESSIBLE

No.

WOOD PATIO

BUILDING FOOTPRINT

23'-2"

14'-0"

6'-6"

7'-6"

PLANTER 1

UNIT A ACCESSIBLE

21'-0"

90'-0"

100'-0"

ACCESSIBLE ELEVATOR

100'-0"

A 2.3

GRAVEL

UNIT E ACCESSIBLE

20'-0"

6" THICK CONCRETE WALL

13'-0"

13'-6"

WOOD DECKING

BUILDING FOOTPRINT 0"

UNIT F ACCESSIBLE

28'-0"

5'-0"

53'-0"

8'-0"

FRONT ENTRANCE

6" THICK CONCRETE WALL

Date

A 2.1

Description

N. SPAULDING AVE.

UNIT D ACCESSIBLE

79'-0"

ACCESSIBLE LOADING AREA

2' - 0" CONCRETE SPREAD FOOTING

28'-0" 6'-0"

20'-0"

18'-7"

33'-0"

A 3.1

4' x 4' CONCRETE PAD FOOTING (TYP.)

ACCESSIBLE PARKING SPOT

6'-6"

22'-0"

9'-6"

3'-0"

2'-0"

12" THICK CONCRETE FOUNDATION WALL (TYP.)

RAMP TO PARKING

1 A 3.1

2'-0"

5'-6"

SIZE OF CAB AND CONTROL LOCATIONS (SECTION 1124A.3) SHALL BE SIZED TO ACCOMODATE A WHEELCHAIR. CAR INSIDE W/ DOOR CENTERED ON THE WALL (SECTION 1124A.3.2) = SHALL PROVIDE A CLEAR WIDTH OF 42 INCHES; AND CLEAR DISTANCE BETWEEN CAR SIDE WALLS SHALL BE 80 INCHES; CLEAR DISTANCE BETWEN THE BACK WALL AND THE RETURN PANEL SHALL BE 51 INCHES MIN.

22'-0" 12'-0"

3'-0"

6'-0"

3'-0"

31'-0"

A 2.4

6'-0"

16'-0"

A 3.1

15'-0"

21'-0"

ELEVATORS LOCATION (SECTION 1124A.2) PASSENGER ELEVATOR SHALL BE LOCATED ON A MAJOR ACCESSIBLE ROUTE; TO REMAIN ACCESSIBLE AT ALL TIME.

20'-0"

6'-6"

PROPERTY LINE

2' - 0" CONCRETE SPREAD FOOTING

PROPERTY LINE

11'-7"

PARKING IDENTIFICATIONS AND SIGNAGE (SECTION 1109A.8.8) EACH ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED WITH SIGNAGE AND SURFACE MARKING. SIGN MUST BE REFLECTIVE AND VISIBLE FROM EACH PARKING SPACE; MUST ALSLO CONSIST OF INTERNATIONAL SYMBOL FOR ACCESSIBILITY (WHITE ON BLUE BACKGROUND).

90'-0"

58'-6"

EXISTING SIDEWALK

28'-6"

BACK ENTRANCE

30'-6"

23'-2"

A 2.2

10'-1"

19'-9"

SLOPE OF ACCESSIBLE PARKING SPACES AND ACCESS (SECTION 1109A.8.3) SURFACE SLOPE OF ALL ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 1/4 INCHES PER FOOT IN ANY DIRECTION.

CITY OF WEST HOLLYWOOD

ALLEY 4'-6"

VERTICAL CLEARANCES (SECTION 1109A.8.1) VERTICAL CLEARANCES FOR ALL ENTRACNES, EXITS, AND VEHICULAR PASSAGEWAYS = MINIMUM 8 FT 2 INCHES

SEWER LINE

3'-0"

UNASSGINED AND VISITOR PARKING (SECTION 1109A.5) MINIMUM REQUIRED = 1 (5%) NUMBER OF SPOTS ASSIGNED = 1

GAS LINE

ASSIGNED ACCESSIBLE PARKING SPACES (SECTION 1109A.4) MINIMUM REQUIRED = 20 NUMBER OF SPOTS ASSIGNED = 20 (INCLUDING 8 BEING TANDEM PARKING SPACE)

POWER LINE

WATER LINE

A 3.1

28'-0" 62'-0"

28'-0"

PROPERTY LINE

25'-0"

130'-0"

SETBACK LINE

2' - 0" CONCRETE SPREAD FOOTING

PROPOSED FOOTPRINTS

PARKING PLAN 1/8" = 1' 0"

SITE PLAN 1/8" = 1' 0"

FIRST LEVEL 1/8" = 1' 0"

TITLE:

CODE ANALYSIS Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 0.5 Scale:

GENERAL NOTE:

ALLEY

130'-0" 12'-0"

58'-6"

6'-6"

31'-0"

20'-0"

7'-6"

28'-0" 6'-0"

3'-0"

WATER LINE

GAS LINE

POWER LINE

SEWER LINE

SPECIFIC NOTE:

10'-0"

3'-0"

9'-0"

22'-0"

3'-0"

BACK ENTRANCE

2'-0"

PROPERTY LINE

33'-0"

22'-0"

33'-0"

1.1

BUILDING B

Parady Sarun

parady95@gmail.com

100'-0"

12'-0"

7'-6"

PLANTER

3'-0"

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

CITY OF WEST HOLLYWOOD

13'-0"

15'-0"

20'-0"

GRAVEL

N. SPAULDING AVE.

14'-0"

1.3

79'-0"

12'-0"

20'-0"

6'-0" 6'-6"

1.2

EXISTING SIDEWALK

WOOD DECKING

BUILDING A

8'-0" No.

8'-0"

WOOD DECKING

5'-0"

53'-0"

3'-0"

Date

8'-0"

FRONT ENTRANCE

BUILDING C

Description

15'-0" 6'-0"

3'-0"

RAMP TO PARKING

2'-0"

1.4

10'-0"

21'-0"

28'-0"

10'-0"

22'-0" 12'-0"

3'-0"

6'-0"

3'-0"

31'-0"

28'-0" 62'-0"

28'-0" 130'-0"

25'-0"

PROPERTY LINE SETBACK LINE

TITLE:

SITE PLAN

PROPOSED FOOTPRINTS

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

SITE PLAN 1/8" = 1'-0"

Revision #

A 1.1

Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

1 A 4.1

4'-6"

10'-1"

30'-6"

23'-2"

32'-9"

28'-6"

SPECIFIC NOTE:

PROPERTY LINE

18'-0" (TYP.)

18'-7"

1 A 4.2

23'-2"

9'-0"

9'-0" (TYP.)

18'-0"

3'-6"

1051 N. Spaulding Ave., West Hollywood, CA 90046

21 5 3

CLIENT

CITY OF WEST HOLLYWOOD

19'-9"

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS

3 11'-7"

3'-0"

3'-6" 7'-0"

6'-8"

4'-6"

3'-6"

Description

Date

3'-6"

2'-11"

No.

15'-0"

16'-0"

2 A 4.2

5 2

6 5'-6"

8'-0"

46'-6"

8'-0"

TITLE:

PARKING PLAN

Job #

Date:

2 June 2017 24” x 36”

Size:

PARKING PLAN 1/8" = 1'-0"

Parady Sarun

Drawn by:

Revision #

A 2.1 Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

A5 1 A 4.1

SPECIFIC NOTE:

A 3.1

90'-0" 28'-0"

6'-0"

27'-6"

22'-0"

6'-6"

20'-0"

28'-0"

7'-6"

8'-0"

12'-5"

6'-8"

1.1

9'-8"

4'-0"

2'-6"

7'-11"

KITCHEN

9'-8"

UNIT A

Parady Sarun

6'-10"

8'-2"

5'-11"

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046

1 8'-0" TRASH COLLECTION

CLIENT

7'-6"

5'-1" 3'-6"

7'-5"

9'-8" KITCHEN

6'-11"

CITY OF WEST HOLLYWOOD

1.4 5'-2"

22'-10"

5'-8"

5'-4"

7'-1" 3'-1"

9'-1"

2'-6"

A 3.1

7'-11"

BATHROOM

20'-0"

STUDIO

1.4

11'-0"

PATIO

6'-0"

5'-1"

3'-6"

Date

16'-0"

15'-11"

2'-11"

6'-4"

LIVING ROOM

BEDROOM

6'-9"

Description

6'-9"

2'-10"

A 4.2

5'-0" No.

7'-7"

UNIT

22'-6"

8'-8"

6'-2"

KITCHEN

8'-6"

BATHROOM

1'-6"

22'-0"

34'-9"

1'-6"

UNIT

A 3.2

parady95@gmail.com

1'-6"

7'-6"

2'-6"

4'-0"

6'-10"

2'-5"

8'-2"

4'-0"

5'-11"

20'-9"

90'-0"

2'-5"

7'-5"

4'-0"

3'-6"

ELEVATOR

7'-6"

1.3 20'-0"

6'-11"

PATIO

6'-6"

4'-0"

6'-0" 22'-0"

KITCHEN

1.2

4'-0" 5'-8"

7'-4"

STUDIO

5'-8"

7'-7"

3'-6"

1.3

9'-1"

7'-1"

15'-11"

BATHROOM

1.2

11'-0"

1'-6"

3'-1"

KITCHEN

1'-6"

5'-4"

6'-2"

BATHROOM

8'-8"

2'-10"

8'-8"

6'-9"

2'-11"

5'-4"

6'-4"

UNIT

1'-6"

8'-0"

2'-6"

3'-6"

8'-6"

2'-10"

6'-11"

7'-11"

7'-7"

BATHROOM

6'-10"

11'-0"

KITCHEN

LIVING ROOM

6'-9"

UNIT

UNIT D

LIVING ROOM

6'-9"

PATIO

BEDROOM

6'-4" 15'-11"

4'-0"

STUDIO

7'-1"

12'-5"

28'-0"

1 A 4.2

8'-2"

6'-2"

9'-1"

BATHROOM

BEDROOM

MECHANICAL ROOM

2'-11"

PATIO

8'-0"

3'-1"

6'-8"

8'-6"

5'-11"

6'-9"

PATIO

1.1

1.5

1.5 6'-8"

12'-5"

8'-0"

28'-0"

2 A 3.2

TITLE:

FIRST FLOOR PLAN

Job #

Date:

2 June 2017 24” x 36”

Size:

1/8" = 1'-0"

Parady Sarun

Drawn by:

FIRST LEVEL FLOOR PLAN

Revision #

A 2.2 Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

A5 1 A 4.1

SPECIFIC NOTE:

A 3.1

90'-0" 28'-0"

6'-0"

27'-6"

22'-0"

4'-0"

9'-6"

6'-6"

9'-5"

28'-0"

8'-0"

4'-0"

12'-5"

6'-8"

1.1

22'-0"

6'-0"

9'-5" PATIO

4'-6"

7'-2"

CLIENT

4'-0"

1 10'-1" STUDIO

No.

Date

3'-0"

2'-10"

Description

11'-10"

7'-8"

KITCHEN

5'-0"

7'-8"

6'-0"

7'-3"

4'-0"

5'-6"

7'-9"

10'-8"

12'-7"

PATIO

UNIT

BEDROOM

7'-8"

4'-11" BATHROOM

8'-0"

21'-0" 15'-11"

2'-11"

6'-4"

PATIO

BATHROOM

13'-0"

4'-5"

4'-0"

9'-9"

6'-9"

LIVING ROOM

BEDROOM

A 4.2

CITY OF WEST HOLLYWOOD

A5.1

4'-0"

5'-8"

KITCHEN

BATHROOM

3'-1" 8'-6"

UNIT

1051 N. Spaulding Ave., West Hollywood, CA 90046

1 7'-0"

7'-4"

6'-9"

11'-0"

6'-2"

WEST HOLLYWOOD APARTMENTS A 3.1

UNIT

22'-0"

6'-9"

8'-0"

2'-0"

1.4

9'-1"

6'-0"

9'-7"

Parady Sarun

parady95@gmail.com

6'-0"

8'-2"

3'-0"

4'-4"

5'-7"

3'-4"

3'-0"

4'-1"

8'-0"

BATHROOM

8'-3"

BEDROOM

9'-7"

1.4

34'-9"

8'-0"

8'-3"

7'-4"

1'-7"

UNIT A 3.2

1.3

UNIT

8'-0"

1'-7"

BATHROOM

5'-7"

4'-1"

8'-0"

8'-2"

4'-4"

4'-0" 7'-0"

3'-4"

8'-6"

1.2

6'-0"

13'-11" 20'-9"

90'-0"

6'-0"

3'-1"

4'-5"

9'-1"

4'-0"

6'-9"

2'-0"

BATHROOM

KITCHEN

11'-0"

4'-0"

1.3

8'-0"

6'-9"

BEDROOM

LIVING ROOM

2'-10" 5'-8"

8'-0"

6'-2"

BEDROOM

7'-5"

3'-0"

8'-1"

4'-5"

UNIT

3'-0"

7'-8"

6'-6"

15'-11"

6'-0"

4'-0"

1.2

7'-8"

1'-7"

7'-8"

2'-10"

6'-10"

6'-9"

8'-0"

6'-9"

2'-11"

4'-4"

11'-0"

KITCHEN

6'-4"

6'-9"

6'-0"

5'-7"

UNIT

UNIT LIVING ROOM

15'-11"

BATHROOM

PATIO

3'-4"

12'-5"

28'-0"

PATIO

2'-0"

3'-0"

6'-0"

8'-0"

8'-0" 6'-2"

9'-1"

BATHROOM

3'-0"

A 4.2

7'-2"

8'-3"

BEDROOM

6'-4"

BEDROOM

2'-11"

3'-1"

6'-8"

8'-6"

PATIO

1.1 6'-9"

3'-0"

1.5

1.5 6'-8"

12'-5"

8'-0"

28'-0"

2 A 3.2

TITLE:

SECOND FLOOR PLAN

Job #

Date:

2 June 2017 24” x 36”

Size:

SECOND LEVEL FLOOR PLAN 1/8" = 1'-0"

Parady Sarun

Drawn by:

Revision #

A 2.3 Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

A5 1 A 4.1

SPECIFIC NOTE:

A 3.1

90'-0"

28'-0"

6'-4"

27'-6"

6'-7"

18'-7"

9'-7"

6'-6"

10'-4"

28'-0"

3'-7"

5'-9"

22'-3"

1.1 15'-3"

3'-0"

6'-7"

PATIO

18'-7"

12'-7"

15'-3"

6'-1"

BEDROOM

11'-10"

5'-9"

21'-8"

6'-8"

STUDY

7'-2"

21'-8"

2'-5" 4'-4"

9'-4"

1'-6"

BEDROOM

6'-7"

LIVING ROOM

15'-1"

3'-0"

4'-4"

9'-4"

3'-0"

6'-10"

UNIT K3

6'-10"

3'-0"

BATHROOM

BATHROOM KITCHEN

28'-0"

1 A 4.2

5'-5"

PATIO

6'-1"

2'-10"

22'-3"

6'-7"

STUDY

3'-0"

6'-4"

12'-7"

3'-0"

6'-8"

8'-7"

3'-0"

6'-4"

1.1

2 A5.1

1.2 10'-3"

5'-9"

8'-0"

4'-4"

8'-0"

4'-4"

LIVING ROOM

CLIENT

No.

Description

Date

3'-0" BATHROOM

3'-5"

7'-2"

STUDY

5'-9"

12'-2"

BEDROOM

PATIO

3'-0" 6'-4"

9'-0"

9'-6"

5'-0"

3'-0" 12'-7"

6'-8"

21'-8"

2'-10"

8'-4"

6'-0"

11'-8"

UNIT G3

6'-4"

A 4.2

CITY OF WEST HOLLYWOOD

9'-7"

15'-1"

KITCHEN

15'-1"

BEDROOM

LIVING ROOM

10'-1"

PATIO

6'-1"

3'-0"

6'-10"

10'-4"

A 3.1

1.4

3'-0" BATHROOM

12'-7"

18'-7" 6'-7"

6'-7"

1051 N. Spaulding Ave., West Hollywood, CA 90046

11'-10"

2'-10" 3'-0"

4'-4"

34'-9"

WEST HOLLYWOOD APARTMENTS

3'-7"

10'-3"

KITCHEN

5'-5"

9'-7"

8'-0"

A 3.2

9'-4"

15'-3"

5'-9"

6'-1"

parady95@gmail.com

1'-6"

1.4

Parady Sarun

UNIT 15'-3"

4'-4"

8'-7"

2'-5"

15'-3"

2'-5"

1.3

5'-5"

10'-3"

M38'-7"

1'-6"

5'-9"

UNIT

LIVING ROOM

15'-3"

3'-7" 10'-4"

20'-9"

90'-0"

KITCHEN

1.3

9'-7"

15'-1"

2'-10"

7'-2"

3'-0"

11'-10"

6'-6"

6'-4"

3'-0"

1.2

6'-0"

1.5

1.5 22'-3"

5'-9"

6'-5"

2 A 3.2

21'-7"

TITLE:

THIRD FLOOR PLAN

Job #

Date:

2 June 2017 24” x 36”

Size:

1/8" = 1'-0"

Parady Sarun

Drawn by:

THIRD LEVEL FLOOR PLAN

Revision #

A 2.4 Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

A5 1 A 4.1

SPECIFIC NOTE:

A 3.1

UNIT SKYLIGHT (48"x36" TYP.) 55'-6"

15'-11"

28'-0"

13'-10"

25'-9"

6'-1"

16'-5"

5'-6"

1.1 3'-11"

16'-5"

2% SLOPE

15'-11"

5'-0"

2% SLOPE

5'-6"

1.1

CON-D CON-L

2% SLOPE

16'-5"

2% SLOPE

16'-5"

2% SLOPE

6'-1"

CON-J

CON-B

15'-1"

CON-C

12'-1"

2% SLOPE

CON-K

2% SLOPE

2'-6" (TYP.) 2'-6" (TYP.)

A 4.2

2% SLOPE

16'-5"

28'-0"

2% SLOPE

5'-0"

1.2 15'-1"

24'-0"

2% SLOPE

CON-I

UNIT SKYLIGHT (48"x36" TYP.)

CON-E

2% SLOPE

parady95@gmail.com

90'-0"

CON-M

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046

1 A 3.1

CLIENT

2% SLOPE

41'-11"

A 3.2

Parady Sarun

2% SLOPE

24'-0"

2% SLOPE

25'-9"

24'-0"

CON-A

1.3

2% SLOPE

1.3

3'-8"

16'-5"

3'-11"

1.2

1.4

CITY OF WEST HOLLYWOOD

1.4

CON-F

2% SLOPE

18'-5"

16'-5" 15'-1"

2% SLOPE

CON-H

CON-N

3'-11"

2% SLOPE

16'-1"

16'-5"

2% SLOPE

15'-11"

Date

4'-4"

2% SLOPE

UNIT SKYLIGHT (48"x36" TYP.)

2% SLOPE

Description

2% SLOPE

16'-5"

A 4.2

No.

2% SLOPE

22'-10"

UNIT SKYLIGHT (48"x36" TYP.)

CON-G

16'-5"

13'-9"

2% SLOPE

55'-6"

3'-11"

2% SLOPE

5'-0"

2% SLOPE

1.5

5'-6"

16'-5"

6'-5"

6'-1"

28'-0"

15'-1"

6'-6"

28'-0"

2 A 3.2

TITLE:

ROOF PLAN Job #

Date:

2 June 2017 24” x 36”

Size:

ROOF PLAN

Drawn by:

1/8" = 1'-0"

Revision #

Parady Sarun 00

A 2.5 Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

1.5

1.4

1.2

1.1

A 4.2

SPECIFIC NOTE:

TOP OF ROOF

FIBER CEMENT PANELS

32' - 0"

WOOD PANELS WOOD GLASS FRAME 3'-6" (TYP.)

GLASS METAL RAILING CONCRETE

THIRD LEVEL

21' - 0"

SECOND LEVEL

11' - 0"

FIRST LEVEL

1' - 0"

EAST ELEVATION

1/8" = 1'-0"

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

CITY OF WEST HOLLYWOOD

1 A 4.1

No.

Description

Date

TOP OF ROOF

32' - 0"

FIBER CEMENT PANELS WOOD PANELS 3'-6" (TYP.)

WOOD GLASS FRAME GLASS METAL RAILING

THIRD LEVEL

21' - 0"

CONCRETE

SECOND LEVEL

11' - 0"

FIRST LEVEL

1' - 0"

TITLE:

ELEVATIONS

NORTH ELEVATION 1/8" = 1'-0"

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 3.1 Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

1.1

1.2

1.5

1.3

SPECIFIC NOTE:

A 4.2

TOP OF ROOF

FIBER CEMENT PANELS

32' - 0"

WOOD PANELS WOOD GLASS FRAME 3'-6" (TYP.)

GLASS METAL RAILING CONCRETE

THIRD LEVEL

21' - 0"

SECOND LEVEL

11' - 0"

FIRST LEVEL

1' - 0"

WEST ELEVATION

1/8" = 1'-0"

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

CITY OF WEST HOLLYWOOD

1 A 4.1

No.

Description

Date

TOP OF ROOF

FIBER CEMENT PANELS

32' - 0"

WOOD PANELS WOOD GLASS FRAME GLASS METAL RAILING

THIRD LEVEL

CONCRETE

3'-6" (TYP.)

21' - 0"

SECOND LEVEL

11' - 0"

FIRST LEVEL

1' - 0"

TITLE:

ELEVATIONS

SOUTH ELEVATION 1/8" = 1'-0"

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 3.2 Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

SPECIFIC NOTE:

1.1

1.2

1.4

1.5

A 4.2

TOP OF ROOF

32' - 0" 2 A4.3

THIRD LEVEL

21' - 0"

Parady Sarun

A8.2

parady95@gmail.com SECOND LEVEL

11' - 0"

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

CITY OF WEST HOLLYWOOD

FIRST LEVEL

1' - 0"

PARKING LEVEL

-11' - 0"

No.

Description

Date

SECTION A-A 1/8" = 1'-0"

TITLE:

SECTIONS Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 4.1 Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

A 4.1

TOP OF ROOF

32' - 0" SPECIFIC NOTE:

1 A4.3

THIRD LEVEL

21' - 0"

SECOND LEVEL

11' - 0"

FIRST LEVEL

1' - 0"

PARKING LEVEL

-11' - 0"

SECTION B-B 1/8" = 1'-0"

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

CITY OF WEST HOLLYWOOD

A 4.1

No.

Description

Date

TOP OF ROOF

32' - 0"

THIRD LEVEL

21' - 0"

SECOND LEVEL

11' - 0"

FIRST LEVEL

1' - 0"

TITLE:

SECTIONS

PARKING LEVEL

-11' - 0" Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

SECTION C-C 1/8" = 1'-0"

A 4.2

Scale:

1/8” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

PARAPET METAL CAPPING

SINGLE-PLY ASPHALT ROOFING MEMBRANE

CONTINUOUS METAL EDGE STRIP

SINGLE-PLY ASPHALT ROOFING MEMBRANE

PLYWOOD SHEATHING

RIGID INSULATION

CONTINUOUS METAL EDGE STRIP

TOP OF ROOF

PLYWOOD SHEATHING

A 9.1

CANT STRIP

32' - 0" 12

WATERPROOFING MEMBRANE

CANT STRIP RIGID INSULATION

32' - 0"

WATERPROOFING MEMBRANE 12

2" METAL FURRING STRIP

1/2

TOP OF ROOF

1/2

FIBER CEMENT PANEL

2" METAL FURRING STRIP FIBER CEMENT PANEL

SPECIFIC NOTE:

METAL FLASHING

METAL FLASHING BATT INSULATION

WOOD TRIMER

PLYWOOD SHEATHING

2"x12" ROOF JOIST @ 24 O.C

WOOD FRAME SLIDING GLASS DOOR HEADER FRAME

EXTERIOR PLASTER

5 1/2" X12" GLULAM BEAM PER STRUCTURE

BATT INSULATION 2"x12" ROOF JOIST @ 24 O.C

GYPSUM CEILING BOARD

SLIDING GLASS DOOR

GYPSUM CEILING BOARD

A 9.1

2"X6" TYP. WALL STUD

A 9.1

BATT INSULATION PLYWOOD SHEATHING WATERPROOFING MEMBRANE

METAL RAILING (SIDE MOUNTED) WOOD FRAME SLIDING GLASS DOOR SILL FRAME

GYPSUM WALL BOARD

2" METAL FURRING STRIP

LAMINATE WOOD FLOORING

1" RIGID INSULATION THIRD LEVEL

FIBER CEMENT PANEL

21' - 0"

1" GYPCRETE

CONTINOUS METAL EDGE STRIP

PLYWOOD SHEATHING

WOOD FRAME SLIDING GLASS DOOR HEADER FRAME

THIRD LEVEL 21' - 0"

A 9.1

SLIDING GLASS DOOR

A 9.1

2"X6" TYP. WALL STUD BATT INSULATION

PLYWOOD SHEATHING WATERPROOFING MEMBRANE

WOOD FRAME SLIDING GLASS DOOR SILL FRAME METAL FLASHING

2"x12" FLOOR JOIST

2" METAL FURRING STRIP

GYPSUM CEILING BOARD

FIBER CEMENT PANEL

TAPERED 2"X12" JOIST GYPSUM WALL BOARD

METAL RAILING (SIDE MOUNTED)

1" RIGID INSULATION

CONTINUOUS METAL EDGE STRIP

parady95@gmail.com

1" GYPCRETE

WOOD SLEEPER

WEST HOLLYWOOD APARTMENTS

PLYWOOD SHEATHING

WOOD DECKING

METAL FLASHING w/ DRIP EDGE

Parady Sarun

LAMINATE WOOD FLOORING

PLYWOOD SHEATHING WATERPROOFING MEMBRANE

1051 N. Spaulding Ave., West Hollywood, CA 90046

2" METAL FURRING STRIP SECOND LEVEL 11' - 0"

CLIENT

FIBER CEMENT PANEL

CITY OF WEST HOLLYWOOD

SECOND LEVEL 11' - 0"

PLYWOOD SHEATHING 5

EXTERIOR PLASTER

A 9.1

No.

A 9.1

DOUBLE SILL PLATES

Description

Date

METAL FLASHING 12" CONCRETE CURB 9

WATERPROOFING MEMBRANE

A 9.1

LAMINATE WOOD FLOORING 3" CONCRETE SLAB

WOOD DECKING WOOD SLEEPER

A 9.1

RIGID INSULATION

GRAVEL

LAMINATE WOOD FLOORING 3" CONCRETE SLAB RIGID INSULATION

FIRST LEVEL

WATERPROOFING MEMBRANE

FIRST LEVEL

1' - 0"

GRADE LEVEL

0' - 0"

12" CONCRETE SLAB

REBAR REINFORCEMENT

12"X18" CONCRETE COLUMN

6" CONCRETE SLAB

24"X24" CONCRETE FOOTING

TITLE:

PARKING LEVEL

-11' - 0"

ENLARGED WALL SECTIONS

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

KEY WALL SECTION 1 3/4" = 1'-0"

12"

24"

KEY WALL SECTION 2 3/4" = 1'-0"

A 4.3 0"

12"

24"

Scale:

3/4” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

SPECIFIC NOTE:

55'-6"

6'-4"

6'-7"

18'-7"

9'-7"

10'-4"

3'-7"

A 9.1

W3.1

W3.3

W3.2

27'-6" 9'-7"

4'-1"

9'-5"

4'-0"

A 8.1 D3.1 2

BATH

STUDY

BEDROOM

A6.2

KITCHEN 04

22'-3"

9'-0"

8'-10"

D2.3

LIVING ROOM

D3.2 28'-0"

A6.2

03 2

CLOSET 08

D2.2

A6.1

1051 N. Spaulding Ave., West Hollywood, CA 90046

BEDROOM

21'-3"

A6.1

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS

Parady Sarun

28'-0"

W2.2

22'-3"

W2.1

CLIENT

D3.3 3

CITY OF WEST HOLLYWOOD

BATH 01

5'-9"

A 8.1

15'-6"

D3.4

D3.5

12'-3"

12'-5"

D2.1

No.

Description

Date

4'-0" 6'-4"

20'-0"

3'-0"

7'-2"

15'-1"

10'-3"

5'-9"

8'-0"

55'-6"

UNIT I2 FLOOR PLAN 1/4" = 1'-0"

2 0'

UNIT I3 FLOOR PLAN 1/4" = 1'-0"

TITLE:

ENLARGED PLAN SECTION

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 5.1 Scale:

1/4” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

SPECIFIC NOTE: 16'-1"

7'-11"

10'-4"

3'-7"

7'-11"

3'-5"

4'-6"

5'-5"

2'-6"

1'-7"

D2.2

KITCHEN

W3.3 2

A6.2

10'-11"

8'-7"

BATH

5'-7"

10'-1"

A6.1

5'-7"

6'-0"

7'-7"

14'-1"

2'-5"

2'-7"

2'-6"

BATHROOM 02 - PLAN 1/2" = 1'-0"

2'-10"

2'-8"

22'-3"

2'-5"

2'-0"

8'-3"

2'-9"

Parady Sarun

8'-3"

parady95@gmail.com

LIVING ROOM

WEST HOLLYWOOD APARTMENTS

2'-4"

A6.1

1051 N. Spaulding Ave., West Hollywood, CA 90046

KITCHEN 04 - PLAN 1/2" = 1'-0"

CLIENT

CITY OF WEST HOLLYWOOD

12'-7" 9'-1"

2'-6"

D3.1 D3.3

Description

Date

A6.2

1'-6"

D3.4

5'-4"

BATH

6'-1"

7'-1"

4'-4"

No.

3'-2"

3'-0"

D3.2

3'-1"

16'-1"

2'-8"

3'-6"

11"

2'-6"

11'-7"

LIVING ROOM 01 - PLAN 1/2" = 1'-0"

BATHROOM 03 - PLAN 1/2" = 1'-0"

TITLE:

ENLARGED PLAN SECTIONS

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 5.2 Scale:

1/2” = 1’ 0” © Property of Parady Sarun - DO NOT DUPLICATE

GENERAL NOTE:

GFCI-1

DR-1

PL-1

GYP-1

HDWD - 1

WIN-1

6" (TYP.)

9'-0"

1'-0" (TYP.)

4'-0" (TYP.)

9'-0"

SPECIFIC NOTE:

LIVING ROOM 01 - ELEVATION 1 1/2" = 1'-0" GYP-1

PL-1

DR-1

HDWD - 1

GFCI-1

HDWD - 1

SGD-1

9'-0"

BASEB - 1

LIVING ROOM 01 - ELEVATION 2 1/2" = 1'-0"

9'-0"

KEYNOTE LEGEND ACC-1 FAUC-1 GYP-1

PROVIDE TOWER BAR SUPPLIED BY OWNER INSTALL BATHROOM FAUCET PROVIDED BY OWNER 5/8" GYPSUM WALL BOARD

MIRR-1 SINK-1 TILE-1 TILE-2

BATHROOM MIRROR INSTALL SINK WITHIN COUNTERTOP TILE FLOORING BATHROOM WALL TILE

TILE-3 TILE-4

KITCHEN WALL TILE WOOD PANELS

WC-1 BT-1 BRNR-1

WATER CLOSET PROVIDED BY OWNER TUB/SHOWER ASSEMBLY CERAMIC COOKTOP w/ OVEN BELOW

CASE-1 CASE-2 CASE-3 REF-1

WOOD CASEWORK w/ PULL LATCH UPPER WOOD CASEWORK w/ PULL LATCH BATHROOM CASEWORK w/ COUNTERTOP REFRIGERATOR

HDWD-1 FAN-1 FAN-2

HARDWOOD FLOORING EXHAUST FAN ABOVE COOKTOP RETURN AIR VENT

VL-1 PL-1

VANITY LIGHT CEILING MOUNTED SUSPENDED PENDANT LIGHT

DW-1 DR-1

DISHWASHER PROVIDED BY OWNER DUPLEX RECEPTIBLE

GFCI-1

GROUND FAULT CIRCUIT INTERRUPTER

WIN-1 SGD-1

WOOD FRAME FULL-HEIGHT GLASS WINDOW WOOD FRAME SLIDING GLASS DOOR

SK-1

SHOWER KIT PROVIDED BY OWNER

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

No.

TILE-1

TILE-2

ACC-1

BT-1

WC-1

SK-1

VL-1

MIRR-1

BT-1

3'-0" 2'-0"

2'-0"

3'-0"

3'-6"

4'-10"

TITLE:

INTERIOR ELEVATIONS

Job #

Date:

2 June 2017 24” x 36”

Size:

2'-6"

1'-3"

Parady Sarun

Drawn by:

Revision #

BATH 02 - ELEVATION 1 1/2" = 1'-0"

BATH 02 - ELEVATION 2 1/2" = 1'-0"

BATH 02 - ELEVATION 3 1/2" = 1'-0"

Date

SK-1

8'-0"

CASE-3

Description

8'-0"

FAUC-1

LIVING ROOM 01 - ELEVATION 4 1/2" = 1'-0"

8'-0"

LIVING ROOM 01 - ELEVATION 3 1/2" = 1'-0"

CITY OF WEST HOLLYWOOD

BATH 02 - ELEVATION 4 1/2" = 1'-0"

A 6.1 Scale:

GENERAL NOTE:

TILE-1

ACC-1

TILE-2

TILE-1

BT-1

TILE-2

2'-0"

3'-6"

8'-0"

SPECIFIC NOTE:

KEYNOTE LEGEND 2'-10"

BATH 03 - ELEVATION 1 1/2" = 1'-0"

FAUC-1

WC-1

VL-1

MIRR-1

BT-1

SK-1

ACC-1 FAUC-1 GYP-1

PROVIDE TOWER BAR SUPPLIED BY OWNER INSTALL BATHROOM FAUCET PROVIDED BY OWNER 5/8" GYPSUM WALL BOARD

MIRR-1 SINK-1 TILE-1 TILE-2

BATHROOM MIRROR INSTALL SINK WITHIN COUNTERTOP TILE FLOORING BATHROOM WALL TILE

TILE-3 TILE-4

KITCHEN WALL TILE WOOD PANELS

WC-1 BT-1 BRNR-1

WATER CLOSET PROVIDED BY OWNER TUB/SHOWER ASSEMBLY CERAMIC COOKTOP w/ OVEN BELOW

CASE-1

WOOD CASEWORK w/ PULL LATCH

CASE-2 CASE-3 REF-1

UPPER WOOD CASEWORK w/ PULL LATCH BATHROOM CASEWORK w/ COUNTERTOP REFRIGERATOR

HDWD-1 FAN-1 FAN-2

HARDWOOD FLOORING EXHAUST FAN ABOVE COOKTOP RETURN AIR VENT

VL-1 PL-1

VANITY LIGHT CEILING MOUNTED SUSPENDED PENDANT LIGHT

DW-1 DR-1

DISHWASHER PROVIDED BY OWNER DUPLEX RECEPTIBLE

GFCI-1

GROUND FAULT CIRCUIT INTERRUPTER

WIN-1 SGD-1

WOOD FRAME FULL-HEIGHT GLASS WINDOW WOOD FRAME SLIDING GLASS DOOR

SK-1

SHOWER KIT PROVIDED BY OWNER

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

CITY OF WEST HOLLYWOOD

2'-0"

4'-10"

8'-0"

SK-1

BATH 03 - ELEVATION 2 1/2" = 1'-0"

8'-0"

1'-5"

2'-6"

1'-7"

1'-6"

1'-3"

3'-6" No.

FAN-1

FAN-2

BRNR-1

TILE-3

HDWD - 1

SGD-1

9'-0"

TITLE:

2'-7"

3'-0"

2'-7"

5'-10"

6'-1"

8'-0"

2'-5"

2'-0"

2'-5"

9'-0"

5'-0"

3'-0"

2'-2"

2'-0"

1'-0"

Date

1'-0"

REF-1

CASE-3

DW-1

REF-1

GYP-1

1'-0"

CASE-2

1'-0"

BATH 03 - ELEVATION 4 1/2" = 1'-0"

1'-0"

BATH 03 - ELEVATION 3 1/2" = 1'-0"

Description

INTERIOR ELEVATIONS

Job #

Date:

2 June 2017 24” x 36”

1'-7"

1'-8"

1'-10"

KITCHEN 04 - ELEVATION 1 1/2" = 1'-0"

2'-6"

2'-9"

2'-4"

Revision #

2'-6"

KITCHEN 04 - ELEVATION 2 1/2" = 1'-0"

Parady Sarun

Drawn by:

Size:

KITCHEN 04 - ELEVATION 3 1/2" = 1'-0"

A 6.2

KITCHEN 04 - ELEVATION 4 1/2" = 1'-0" Scale:

GENERAL NOTE:

SPECIFIC NOTE:

DOOR SCHEDULE

MARK

WINDOW SCHEDULE

ROOM

LEVEL

TYPE

DIMENSIONS

MATERIAL

FRAME MATERIAL

DESCRIPTION

MARK

ROOM

LEVEL

TYPE

DIMENSIONS

FRAME MATERIAL

DESCRIPTION

D2.1

ENTRY

3'-4" x 8'-8"

WOOD

FLUSH (SINGLE)

W2.1

BEDROOM

9'-6" x 8'-9"

WOOD

STACKED SLIDING (3-PANELS)

D2.2

BATHROOM

2'-6" x 6'-8"

WOOD

FLUSH (SINGLE)

W2.2

BEDROOM

1'-5" x 9'-0"

WOOD

FIXED

D2.3

PATIO

6'-5" x 8'-9"

GLASS

WOOD

SLIDING (2-PANELS)

W3.1

STUDY

4'-5" x 8'-10"

WOOD

SLIDING (2-PANELS)

D3.1

BATHROOM

2'-6" x 6'-8"

WOOD

FLUSH (SINGLE)

W3.2

KITCHEN

5'-9" x 8'-9"

WOOD

STACKED SLIDING (3-PANELS)

D3.2

BATHROOM

2'-6" x 6'-8"

WOOD

FLUSH (SINGLE)

W3.3

LIVING ROOM

3'-0" x 8'-9"

WOOD

FIXED

D3.3

AHU CLOSET

4'-5" x 8'-10"

WOOD

FLUSH (DOUBLE)

D3.4

PATIO

15'-8" x 8'-9"

GLASS

WOOD

STACKED SLIDING (5-PANELS)

D3.5

PATIO

21'-9" x 8'-9"

GLASS

WOOD

STACKED SLIDING (7-PANELS)

Parady Sarun

3'-4"

6'-5"

4'-2"

parady95@gmail.com

1'-5"

9'-6"

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046

2'-6"

8'-9"

9'-0"

CITY OF WEST HOLLYWOOD

6'-8"

8'-8"

8'-9"

8'-10"

CLIENT

DOOR TYPE C

WINDOW TYPE A

21'-9"

8'-9"

15'-8"

DOOR TYPE D

WINDOW TYPE B

5'-9"

No.

Description

Date

3'-0"

8'-9"

DOOR TYPE B

8'-9"

DOOR TYPE A

1/4" = 1'-0" DOOR TYPE E

DOOR TYPE F

WINDOW TYPE C

WINDOW TYPE D

TITLE:

SCHEDULES Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 6.3 Scale:

GENERAL NOTE:

SPECIFIC NOTE:

55'-6" 14'-10"

4'-5"

9'-8"

1'-1"

8'-6"

6'-9"

6'-0"

4'-2"

8'-0"

2'-9"

12" DROP CEILING AS SOFFIT 5'-9"

STUDY

3'-8"

2'-4"

10'-2"

4'-5"

2'-4"

BATH 05

19'-10"

3'-7"

2'-11"

2'-8" 9"

5'-8"

2'-5"

4'-3"

4'-0" 2'-0"

BEDROOM 5'-11" 2'-3"

3'-1"

8'-0"

2'-9"

1'-11"

1'-3"

4'-3"

2'-3"

6'-0"

21'-3" 2'-1"

2'-0"

5'-5"

21'-3"

2'-8"

8'-0"

LIVING ROOM

1'-10"

3'-5"

2'-7"

1'-0"

7'-0"

1'-6"

28'-0"

5'-7"

3'-3"

10'-11"

19'-4"

8'-4"

2'-0"

CLOSET

1'-6"

KITCHEN S

12" DROP CEILING AS SOFFIT 7'-3"

8'-0"

2'-11"

2'-10"

19'-4"

5'-4"

8'-3"

12" DROP CEILING AS SOFFIT

3'-0"

27'-6"

4'-0"

5'-7"

2'-7"

4'-4"

2'-0"

2'-2"

4'-0"

3'-11"

Parady Sarun

5'-2"

2'-2"

4'-0"

3'-6"

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

UNIT I2 - REFLECTED CEILING PLAN 1/4" = 1'-0"

2 0'

CITY OF WEST HOLLYWOOD

UNIT I3 REFLECTED CEILING PLAN 1/4" = 1'-0"

No.

Description

Date

REFLECTED CEILING PLAN SYMBOL LEGEND

220 VOLT OUTLET

WALL MOUNTED FIXTURE WP

CEILING MOUNTED FIXTURE PENDANT FIXTURE

WATERPROOF OUTLET

GAS METER

TELEPHONE

MOTOR

DIMMER

STEAM SHOWER

ETHERNET/TELEPHONE

SMOKE DETECTOR

3-WAY DIMMER

GATE RELEASE

DIFFUSER

CO2 DETECTOR

SINGLE SWITCH w/ VACANCY SENSOR

TIMER

THERMOSTAT

INTERCOM

DOOR BELL

J-BOX

OUTLET - HALF SWITCHES

4-WAY SWITCH

HIDDEN LED STRIP COVE LIGHTING (OUTDOOR)

QUAD OUTLET

MODEM

QUAD FLOOR OUTLET

GARAGE DOOR OPENER

HIDDEN LED STRIP COVE LIGHTING (INDOOR)

GFI OUTLET

3-WAY SWITCH

VANITY LIGHT

ELECTRIC METER

DUPLEX FLOOR OUTLET

UNDERCABINET LIGHT

2-WAY SWITCH

FLOOR OUTLET - HALF SWITCH

ALARM KEYPAD

RECESSED CEILING SPOT FIXTURE

FLUORESCENT STRIP FIXTURE

SWITCH

DUPLEX OUTLET

RECESSED CEILING FIXTURE

MOTION SWITCH

TV S

CABLE

MECHANICAL WHOLE HOUSE VENTILATION

SPEAKER

RETURN

EXHAUST FAN

TITLE:

SECURITY SYSTEM CONTACT

MOTION SENSOR

REFLECTED CEILING PLAN

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 7.1 Scale:

GENERAL NOTE:

SPECIFIC NOTE:

TOP OF ROOF 32' - 0"

1 A 8.2

12'-7" 8'-3"

4'-4"

DOUBLE HEIGHT GYPSUM WALL

3'-0" 3'-0"

3'-0"

1'-0" EXTENSION TO LANDING

9'-6"

8'-6"

6'-9"

Parady Sarun

20' - 0"

TYP. TREAD WIDTH

11"

THIRD LEVEL

5'-6"

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 5'-10"

CLIENT

CITY OF WEST HOLLYWOOD

UP 4'-4"

No.

TYP. RISER

2'-10"

TYP. RAILING HEIGHT FROM TREAD

4'-1"

2 A 8.1

2 A 8.2

Description

Date

SECOND LEVEL 10' - 0"

3'-0"

5'-7" 8'-7"

STAIR PLAN

1/2" = 1'-0" 0'

STAIR ELEVATION 1/2" = 1'-0" 0'

TITLE:

VERTICAL CIRCULATION

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 8.1 Scale:

GENERAL NOTE:

SPECIFIC NOTE:

TOP OF ROOF

32' - 0"

A 9.1

DOUBLE HEIGHT GYPSUM WALL

3'-0"

DOUBLE HEIGHT GYPSUM WALL

3'-0"

Parady Sarun

THIRD LEVEL

parady95@gmail.com

21' - 0"

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046

3 1"

11"

TYP. NOSING

A 8.3

CLIENT

TYP. TREAD WIDTH

CITY OF WEST HOLLYWOOD

TYP. RISER

5'-10"

5' 10"

A 8.3

9'-11"

CLOSET 8'-9"

10'-1"

4'-2"

A 8.3

Description

Date

UNOCCUPIED SPACE UNDER STAIR

3'-1"

3'-3"

3'-7"

4'-1"

TYP. RAILING HEIGHT FROM TREAD

4'-3"

2'-10"

No.

1 A 8.3

SECOND LEVEL

11' - 0"

11' - 0" 4'-4" 2'-6"

6'-0"

8'-2" 12'-6"

8'-6"

STAIR SECTION 1

1/2" = 1'-0" 0'

STAIR SECTION 2 1/2" = 1'-0" 0'

TITLE:

VERTICAL CIRCULATION

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

A 8.2 Scale:

GENERAL NOTE:

VENNER PLYWOOD 1 2"

LAMINATE WOOD FLOORING

1" GYPCRETE PLYWOOD 1 21"

1 21"

3 8" 3 4"

2x12 STRINGER

(3)

VENNER PLYWOOD

TYP. RISER

SPECIFIC NOTE:

WOOD CAPPING STEEL PLATE WOOD BLOCKING

VENEER PLYWOOD

2"X6" WALL STUD

2X4 BLOCKING

DRY WALL FINISH

LAMINATE WOOD FLOORING

1 21"

1 2"

EXPANSION ANCHOR

1" GYPCRETE PLYWOOD

TYP. 2X12 FLOOR JOIST DOUBLE TOP PLATE JOIST HANGER (3)

BASE STAIR CONNECTION DETAIL 1 1 1/2" = 1' 0"

2X12 STRINGERS

FLOOR CONNECTION DETAIL 1 1/2" = 1' 0"

RAILING WALL CONNECTION DETAIL 3" = 1' 0" Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 2'-8"

1051 N. Spaulding Ave., West Hollywood, CA 90046

1'-0"

TYP. DISTANCE BETWEEN POINT CONNECTION

CLIENT

EXTENSION TO LANDING

No.

CITY OF WEST HOLLYWOOD

Description

Date

11" TYP. TREAD

2'-10"

1" NOSING

TYP. RAILING HEIGHT FROM TREAD

3'-2"

STEEL RAILING w/ WOOD CAPPING 1 2"

LAMINATE WOOD FLOORING

7" TYP. RISER

1" GYPCRETE PLYWOOD

TITLE:

(3)

2X12 STRINGERS

JOIST HANGER

VERTICAL CIRCULATION

DOUBLE TOP PLATE

Job #

2X12 FLOOR JOIST

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

LANDING CONNECTION DETAIL 1 1/2" = 1' 0"

A 8.3

RAILING DETAIL 1 1/2" = 1' 0" Scale:

GENERAL NOTE:

CANT STRIP SINGLE-PLY ASPHALT ROOFING MEMBRANE

PLYWOOD SHEATHING

TEMPERED GLASS SKYLIGHT ASSEMBLY

PARAPET METAL COPING

RIGID INSULATION

WATERPROOFING MEMBRANE

METAL FLASHING w/ DRIP EDGE

PLYWOOD SHEATHING

HAT CHANNEL FURRING

FLASHING 1" RIGID INSULATION

FIBER CEMENT PANEL

PLYWOOD SHEATHING

5/8" GYPSUM BOARD

WATERPROOFING MEMBRANE

2"x6" WALL STUD (TYP.)

HAT CHANNEL FURRING FIBER CEMENT PANEL BATT INSULATION

2"X12" CURB

BATT INSULATION

RIGID INSULATION

PLYWOOD SHEATHING

SPECIFIC NOTE:

WATERPROOFING MEMBRANE

5 1/2" x12" GLULAM PER STRUCTURE

FLASHING

HAT FURRING CHANNEL

2X12 ROOF JOISTS @24" O.C

5/4" WOOD TRIM

FIBER CEMENT PANEL

PLYWOOD SHEATHING

SLIDING GLASS DOOR HEAD ASSEMBLY

GYPSUM CEILING BOARD

SINGLE-PLY ASPHALT ROOFING MEMBRANE CANT STRIP

SLIDING GLASS DOOR

PARAPET DETAIL 1-1/2" = 1'-0"

SLIDING GLASS WINDOW HEAD DETAIL 3" = 1'-0"

EXTERIOR WALL ASSEMBLY DETAIL 3" = 1'-0"

SKYLIGHT DETAIL 3" = 1'-0"

1 81"1 14"

SLIDING GLASS DOOR WALL JAMB ASSEMBLY GYPSUM WALL BOARD

SIDE MOUNTED METAL RAILING (PER. RAILING DETAIL) WOOD FRAME SLIDING GLASS DOOR

RIGID INSULATION

SLIDING GLASS DOOR SILL ASSEMBLY

RIPPED SILL PLATE

1"X4" WOOD DECKING

Parady Sarun

3'-4"

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046

WATERPROOFING MEMBRANE

3'-6"

PLYWOOD SHEATHING

CONTINUOUS METAL EDGE STRIP

WOOD SLEEPER WATERPROOFING MEMBRANE

CLIENT

SLIDING GLASS WINDOW

PLYWOOD SHEATHING

SLIDING GLASS WINDOW SILL ASSEMBLY

TAPERED 2"X12" JOIST

CONTINUOUS METAL EDGE STRIP

PLYWOOD SHEATHING

PLYWOOD SHEATHING METAL RAILING

WATERPROOFING MEMBRANE

ROLLED ALUMINUM

FURRING STRIP

ATTACHMENT SCREW

EXTERIOR PLASTER

WELDED STEEL PLATE No.

WOOD PANEL CLADDING

CITY OF WEST HOLLYWOOD

SECOND FLOOR DECK DETAIL 1-1/2" = 1'-0"

SLIDING GLASS WINDOW SILL DETAIL 3" = 1'-0"

RAILING DETAIL 1-1/2" = 1'-0"

Description

Date

RAILING WALL CONNECTION DETAIL 3" = 1'-0"

2"X6" WALL STUD (TYP.) PLYWOOD SHEATHING

RIGID INSULATION

WATERPROOFING MEMBRANE

SLIDING GLASS DOOR SILL ASSEMBLY

HAT FURRING CHANNEL

SOLID WOOD BASE BOARD

SILL PLATE

FLASHING

LAMINATE WOOD FLOORING

WATERPROOFING MEMBRANE

CONCRETE CURB

3" CONCRETE SLAB

FIBER CEMENT PANEL

WATERPROOFING MEMBRANE

LAMINATE WOOD FLOORING 1" GYPCRETE

1" RIGID INSULATION GYPSUM WALL BOARD

PLYWOOD SHEATHING

2"X6" WOOD SLEEPER 1"X4" WOOD DECKING

GRAVEL

TITLE:

KEY DETAILS 5 1/2" X12" GLULAM PER STRUCTURE GYPSUM CEILING BOARD Z-CHANNEL FURRING CLIP BATT INSULATION

PLYWOOD SHEATHING

FURRING STRIP

Job #

Date:

2 June 2017

WATERPROOFING MEMBRANE

GROUND FLOOR WOOD DECK DETAIL 1-1/2" = 1'-0"

FLOOR ASSEMBLY DETAIL 3" = 1'-0"

Revision #

FIBER CEMENT PANEL (RUNNING VERTICAL)

CHANGE OF MATERIAL DETAIL 3" = 1'-0"

Parady Sarun

Drawn by:

A9.1

HAT FURRING CHANNEL

EXTERIOR WALL SILL DETAIL 1-1/2" = 1'-0"

24” x 36”

Size:

WOOD PANELS CLADDING (RUNNING HORIZONTAL)

Scale:

GENERAL NOTE:

4'-6"

10'-1"

23'-2"

30'-6"

28'-6"

32'-9"

SPECIFIC NOTE:

12" THICK CONCRETE FOUNDATION WALL (TYP.)

2' - 0" CONCRETE SPREAD FOOTING

PROPERTY LINE

18'-7"

4' x 4' CONCRETE PAD FOOTING (TYP.)

1' -6" WIDE CONCRETE SPREAD FOOTING

23'-2"

12" x 16" CONCRETE COLUMN (TYP.)

26'-0"

9'-1"

6'-1"

5'-7"

2' - 0" CONCRETE SPREAD FOOTING

Parady Sarun

parady95@gmail.com

8'-0"

11'-7"

6" THICK CONCRETE WALL

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

CITY OF WEST HOLLYWOOD

19'-9"

6" THICK CONCRETE WALL 38'-6"

Description

Date

6'-0"

2'-6"

No.

16'-0"

61'-6"

6 5'-6"

2' - 0" CONCRETE SPREAD FOOTING

TITLE:

FOUNDATION PLAN

Job #

Date:

2 June 2017 24” x 36”

Size:

FOUNDATION PLAN

Drawn by:

1/8" = 1'-0"

Revision #

Parady Sarun 00

S 2.0 Scale:

GENERAL NOTE:

SPECIFIC NOTE:

2"x12" RIM JOIST

5 1/2" x 12" GLULAM BEAM 5 1/4" x 5 1/4" PARALLAM COLUMN

55'-6" 22'-1"

7'-6"

12'-6"

7'-7"

8'-11"

5'-10"

2"x12" RIM JOIST

28'-0"

Parady Sarun

parady95@gmail.com

12'-11"

28'-0"

2"X12" FLOOR JOISTS @ 16" O.C (TYP.)

5 1/2" x 12" GLULAM BEAM

2"X12" FLOOR JOISTS @ 16" O.C (TYP.)

12'-4"

DOUBLE 2"x12" RIM JOISTS

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046

CITY OF WEST HOLLYWOOD

15'-8"

CLIENT

6'-2"

2"X12" FLOOR JOISTS @ 16" O.C (TYP.)

2"X6" FLOOR JOISTS @ 24" O.C (TYP.)

No.

5'-10"

22'-2"

20'-0"

Description

Date

7'-6"

55'-6"

DOUBLE 2"x12" RIM JOISTS

FRAMING PLAN - FIRST LEVEL 1/4" = 1'-0"

DOUBLE 2"x12" JOISTS

TITLE:

FRAMING PLANS

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

S 2.1 Scale:

GENERAL NOTE:

SPECIFIC NOTE:

2"x12" RIM JOIST

DOUBLE 2"X12" RIM JOISTS DOUBLE 2"X12" JOISTS

55'-6" 5'-10"

22'-2"

27'-6"

12'-4"

8'-8"

2"X12" FLOOR JOISTS @ 16" O.C (TYP.)

5 1/2" x 12" GLULAM BEAM

28'-0"

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

CITY OF WEST HOLLYWOOD

7'-2"

15'-8"

4'-3"

2"X12" FLOOR JOISTS @ 16" O.C (TYP.)

Parady Sarun

parady95@gmail.com

15'-10" 12'-3"

8'-1"

28'-0"

3'-8"

2"X12" FLOOR JOISTS @ 16" O.C (TYP.)

2"x12" RIM JOIST

2"X12" FLOOR JOISTS @ 16" O.C (TYP.)

No.

5'-10"

Description

Date

27'-6"

22'-2" 55'-6"

DOUBLE 2"x12" RIM JOISTS

FRAMING PLAN - SECOND LEVEL 1/4" = 1'-0"

DOUBLE 2"X12" JOISTS

8' TITLE:

FRAMING PLANS

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

S 2.2 Scale:

GENERAL NOTE:

SPECIFIC NOTE:

DOUBLE 2"X12" RIM JOISTS

DOUBLE 2"X12" JOISTS

55'-6" 6'-4"

6'-7"

18'-10"

9'-4"

10'-4"

4'-1"

2"X12" ROOF JOISTS @ 24" O.C (TYP.)

5 1/2" X 12" GLULAM BEAM

12'-4"

5 1/2" X 12" GLULAM BEAM

16'-2"

2"X12" RIM JOIST

Parady Sarun

28'-0"

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046

CITY OF WEST HOLLYWOOD

11'-9"

15'-8"

CLIENT

No.

16'-5"

15'-1"

Description

Date

24'-0" 55'-6"

5 1/2" X 12" GLULAM BEAM

FRAMING PLAN - THIRD LEVEL 1/4" = 1'-0"

DOUBLE 2"X12" JOIST

8' TITLE:

FRAMING PLANS

Job #

Date:

2 June 2017 24” x 36”

Size:

Parady Sarun

Drawn by:

Revision #

S 2.3 Scale:

GENERAL NOTE:

SPECIFIC NOTE:

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

No.

TITLE:

CITY OF WEST HOLLYWOOD

Description

Date

ELEVATION SECTION

Job #

Date:

2 June 2017

Size: Drawn by: Revision #

24” x 36” Parady Sarun 00

Scale:

GENERAL NOTE:

SPECIFIC NOTE:

FIBER CEMENT PANEL .1 WOOD FRAME SLIDING GLASS DOOR .2 METAL RAIILING .3 CONTINUOUS METAL DRIP EDGE .4 WOOD PANEL .5 WOOD DECKING .6

SKYLIGHT DETAIL 3" = 1' 0"

RAILING WALL CONNECTION DETAIL 3" = 1'-0"

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS 1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

No.

CITY OF WEST HOLLYWOOD

Description

Date

4 TITLE:

SLIDING GLASS DOOR DETAIL 3" = 1'-0"

EXTERIOR WALL SILL DETAIL 3" = 1'-0"

GROUND FLOOR WOOD DECK DETAIL 3" = 1'-0"

RENDERED DETAILS

Job #

Date:

2 June 2017

Size: Drawn by: Revision #

24” x 36” Parady Sarun 00

Scale:

GENERAL NOTE:

SPECIFIC NOTE:

CROP OF FCADE FACING ALLEY WAY .1 A TYPICAL OUTDOOR PATIO .2 VIEW FROM A TYPICAL LIVING ROOM .3 COURTYARD .4 VIEW FROM A TYPICAL CORRDIOR .5 VIEW FROM THE STEET .6 1.

Parady Sarun

parady95@gmail.com

WEST HOLLYWOOD APARTMENTS

1051 N. Spaulding Ave., West Hollywood, CA 90046 CLIENT

No.

CITY OF WEST HOLLYWOOD

Description

Date

6. TITLE:

VIGNETTES Job #

Date:

2 June 2017

Size: Drawn by: Revision #

24” x 36” Parady Sarun 00

Scale: