Housing Construction Documents

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Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

SYMBOL LEGEND

WEHO HOUSING

SHEET INDEX

B-B A 4.1

DRAWING NAME

1041 N SPAULDING AVE. WEST HOLLYWOOD CA 91106

1

5

A 4.2

A 5.1

SHEET NUMBER

BUILDING SECTION INTERIOR ELEVATION DESIGNATION

PA

1 3

DETAIL REFERENCE

WALL SECTION

3

A 4.5

P1

SHEET NUMBER

2

G 0.1

SITE SURVEY

A 7.2

VERTICAL CIRCULATION

G 0.2

GENERAL NOTES

A 7.3

VERTICAL CIRCULATION

G 0.3

GENERAL NOTES

A 9.1

G 0.4

ADA STAIRS DETAILS

S 1.0

FOUNDATION PLAN

G 0.5

ADA ELEVATOR DETAILS

S 2.1

FRAMING DIAGRAM

G 0.6

ADA RAMP DETAILS

S 2.2

LOAD DIAGRAM

G 0.7

ADA PARKING DETAILS

S 2.3

STRUCTURAL AXONOMETRIC

G 0.8

CODE ANALYSIS

S 2.4

G 0.9

CODE ANALYSIS

S 3.1

SHEAR ANALYSIS

G 0.10

CODE ANALYSIS

S 3.2

ELEVATION ANALYSIS

G 0.11

CODE ANALYSIS

S 3.3

AXONOMETRIC ANALYSIS

SITE PLAN

S 3.4

A 1.1

STRUCTURAL DETAIL

M 1.1

A 1.3

SECOND FLOOR PLAN

M 1.2

CLIMATE ANALYSIS

A 1.4

THIRD FLOOR PLAN

M 1.3

MECHANICAL DIAGRAM

A 1.5

ROOF PLAN

M 2.1

HEAT LOSS CALCULATION

A 2.1

ELEVATIONS

M 2.2

HEAT LOSS CALCULATION

A 2.2

ELEVATIONS

M 2.3

A 3.1

BUILDING SECTIONS

M 2.4

HVAC SPECIFICATIONS

A 3.2

KEY WALL SECTIONS

E 1.1

LIGHTNING CONCEPT

A 3.3

ELEVATION SECTION

E 1.2

ELECTRICAL PLAN

A 4.1

ENLARGED UNIT PLAN

E 1.3

LIGHTS SPEC

A 4.2

ENLARGED UNIT PLAN

E 1.4

RENDER

A 4.3

ENLARGED UNIT PLAN

ACOU 1.1

STC DIAGRAM

A 4.4

INTERIOR ELEVATION

ACOU 1.2

STC DIAGRAM

SETBACKS

A 4.5

INTERIOR ELEVATION

ACOU 1.3

CONSTRUCTION DETAILS

PROPERTY LINE

A 4.6

INTERIOR ELEVATION

ACOU 1.4

ACOUSTIC CALCULATION

BREAK LINE

A 4.7

REFLECTED CEILING PLAN

P 1.1

DIMENSION LINE

A 5.1

KEY DETAILS

P 1.2

WASTE SYSTEM PLAN

A 6.1

SCHEDULES

P 1.3

PLUMBING DIAGRAM

1

DOOR, WINDOW NUMBER

A 7.1

NORTH ARROW CORRESPONDING REVISION NUMBER N SHEET

1

1

A 6.2

1-01

1-01

UNIT NUMBER

PLAN DETAIL SECTION CALLOUT DETAIL CALLOUT

EXTERIOR MATERIAL REFERENCES

REVISION CLOUD

A 7.1

PROJECT CONSULTANTS

N. SPAULDING AVE

LOAD PATH DIAGRAM

GROUND FLOOR PLAN

STRUCTURAL GRIDS

NGOC B. MA 532 S DAWN ST. ANAHEIM, CA 92805

MARTA PERLAS 3801 W TEMPLE AVE. POMONA, CA 91768

NBMA@CPP.EDU

MBPERLAS@CPP.EDU

OWNER

HOFU WU 3801 W TEMPLE AVE. POMONA, CA 91768

GMCGAVIN@CPP.EDU

HW@CPP.EDU

MEP CONSULTANT

P 1.4

MECHANICAL DRAWINGS

HVAC LAYOUT

PLUMBING PLAN

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

SPECIFICATIONS

PROJECT PROGRAM ZONING : R2 SITE AREA: 13,000 SQ FT PROJECT DENSITY: 12 UNITS 6 ONE BED ROOM UNITS 6 STUDIO UNITS STORIES: 3 FLOOR WITH ROOF DECK GROUND PARKING: REQUIRED: 12 PARKINGS PROVIDED: 12 PARKING INCLUDED 1 ADA VAN ACCESSIBLE

MAIN PROJECT CONSULTANT

GARY MCGAVIN 3801 W TEMPLE AVE. POMONA, CA 91768

STRUCTURAL CONSULTANT

VERTICAL CIRCULATION

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RENDER

A 1.2

INTERIOR ELEVATION

VICINITY MAP

SHEET INDEX

ANDREW J. THUL 3801 W TEMPLE AVE. POMONA, CA 91768 ALTHUL@CONSENTINI.COM

CODE ANALYST

SETBACKS: FRONT SETBACK: GROUND FLOOR: 18 FEET SECOND FLOOR 12 FEET BACK SETBACK: 16 FEET 2 SIDES SETBACK: 6 FEET BROKE FRONT SET BACK INCENTIVES TYPE OF CONSTRUCTION: TYPE V

LOT INFORMATION 1047 N SPAULDING AVE. WEST HOLLYWOOD CA 91106 ASSESSOR ID NO.: 5330-015-030

COVER PAGE 1041 N SPAULDING AVE. WEST HOLLYWOOD CA 91106 ASSESSOR ID NO,: 5330-015-030 REGION/ CLUSTER: 09/09163

LOT INFORMATION 1 - FIRE ALARM AND FIRE SPRINKLER SYSTEM SHALL BE APPROVED UNDER SEPARATE PERMITS

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Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

SITE SURVEY

G. 0.1

GENERAL NOTES: 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.

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.

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

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.

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.

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.

38. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS. 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. 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. 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

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.

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 12" 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.

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.

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. 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.

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 be protected by therein), new work, and public and private improvements on the Owner's property remaining 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.

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. 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.

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.

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

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

13. A Deputy Inspector registered by the City of West Hollywood 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.

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. 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. 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 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.

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. 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. 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.

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.

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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] 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] 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.

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.

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

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. 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..

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.

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu

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. 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. OUTLET 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 PERMITTED IN (b) ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION 703.2.

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

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 SHAFTS. D. 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.

51. PROVIDE LEVER TYPE OR SIMILAR HARDWARE NOT REQUIRING GRASPING AT DOOR. 52. FOAM PLASTICS SHALL NOT BE USED AS INTERIOR FINISH EXCEPT AS PROVIDED IN CBC 801.8, SEC. 806.4, 2604.2 53. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC T-803.9

APPLICABLE CODES 2016 CALIFORNIA RESIDENTIAL CODE (CBC) 2016 CALIFORNIA MECHANICAL CODE (CMC) 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA ELECTRICAL CODE (CEC) 2016 CALIFORNIA ENERGY STANDARDS (CBEES) 2016 CALIFORNIA GREEN BUILDING CODE (CalGreen) 2016 CALIFORNIA FIRE CODE (CFC) West Hollywood Municipal Code West Hollywood Specific Plan

GENERAL NOTES

G 0.2

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. ON THE EGRESS SIDE OR 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: FIRE SPRINKLER FIRE ALARM ASSEMBLY EMERGENCY 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 INCLUDES, BUT IS NOT LIMITED TO: FIRE EXTINGUISHERS; SIGNAGE; DOOR HARDWARE AND MEANS OF EGRESS; EMERGENCY/EXIT LIGHTING, LANDSCAPING; ETC. 1 FIRE DEPARTMENT CONNECTION (FDC): 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.

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.

PART 1

c.10. ANY STREET, ACCESS ROAD, ALLEY OR DRIVEWAY IN EXISTENCE ON THE EFFECTIVE DATE OF THE ORDINANCE CODIFIED IN THIS CHAPTER AND WHICH SUBSEQUENTLY IS DESIGNATED AS A FIRE ACCESS ROADWAY 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.

PART 2 PART 3 PART 4

c.11. FIRE ACCESS ROADWAY- PARKING PROHIBITED. NO PERSON SHALL PARK ANY VEHICLE OR PLACE ANY OBJECTION, 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.

PART 5 PART 5 PART 9 2. FIRE DEPARTMENT INSPECTIONS AREA REQUIRED. SCHEDULE ALL INSPECTIONS IN ADVANCE.

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)

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 PROPOSED 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 STRUCTURES. 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 ACCORDANCE 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

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.

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.

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.

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 DISTANCE 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

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

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 AS INDICATED. -M.S.D.S. DOCUMENTS. -CONTACT THE FIRE PREVENTION BUREAU FOR ORDER APPLICATION(S) 31. BOTH SMOKE AND FIRE DAMPERS ARE REQUIRED FOR DUCT OPENINGS IN CORRIDORS.

a. FIRE DEPARTMENT ACCESS REQUIREMENTS - 14.25.020 DEFINITIONS.

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:

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

32.1b. "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 CONFIGURATION AS APPROVED BY THE FIRE CHIEF.

nm

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. 32.2.132.2.2-

SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER. RELOCATE ALL SMOKE DETECTORS A MINIMUM OF 3-FEET FROM OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS STEAM CONTACTING THE SMOKE DETECTORS.

GENERAL NOTES

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.

UNDERGROUND FIRE LINE PENETRATION THROUGH EXTERIOR WALLS SCALE: NONE

c.8. FIRE ACCESS ROADWAY DESIGNATION - 14.25.130. THE FIRE CHIEF IS AUTHORIZED TO REQUIRE AND DESIGNATE 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.

G 0.3

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

GENERAL NOTES

G 0.4

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

GENERAL NOTES

G 0.5

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

GENERAL NOTES

G 0.6

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

GENERAL NOTES

G 0.7

OCCUPANCY CLASSIFICATIONS: Parking Garage: Residential :

S-2 R-2

nm

Parking Garage Residential

130'-0"

B-B A 4.1

TYPES OF CONSTRUCTION: ( TABLE 601) Type I-A: S-2 TYPE V-A: R-2 ALLOWABLE HEIGHTS: (TABLE 503) R-2, SM 60 FT PROPOSED HEIGHT 30 FT

1 level 3 levels

130'-0"

18'

16'

18'-0"

16'

20'

9'-0" 9'-0"

30'

3'-0"

9'-0" 9'-0"

1'-6"

3'-0"

12 29'-6"

3'-0" 4'-0"

9'-0"

8'-6"

9'-0"

10

3'-0"

3'-0"

9'-0" 9'-0"

100'

9'-0"

9

30'

22'-8" 9'-0"

6'-0"

9'-0" 3'-0" 9'-0"

16'-0"

16'

7 6

PARKING ENTRANCE

5'-6"

S

G

PB

20'-6"

13'-0"

16'-0"

P-06

PA 5'-8"

WOOD DECKING

10'

10'-0"

SIDE SETBACK 6 FT

9'-0"

S

11

1'-6"

18'-0"

S

W

G

18'-0"

PA

SETBACKS: FRONT: AVERAGE OF TWO ADJACENT BUILDINGS = 30 FEET 30 FEET REQUIRED 18 FEET PROVIDED SIDE: 5 FEET 2 STORIES + 1 FEET FOR THIRD STORY 6 FEET ALLOWED 6 FEET PROVIDED REAR: 15 FEET ALLOWED 16 PROVIDED

P-04

P-05

UP

PARKING ENTRANCE

P-03

13'-0"

8

S

W

G G

W

100'-0" 30'-0"

MECH. ROOM

6'-0"

W

18'-0"

UP 13'-0"

PC

6'-0"

A-A A 4.1

PB

7'-6"

1

18 STEPS @ 6" RISER

COMMUNIAL SPACE

P-01

2

FRONT SETBACK FROM 2ND FLOOR 12 FT

P-02

18'-0"

3

MECH. ROOM

PD

STORAGE

10'-6"

S

ELEVATOR 9'-8"

N. SPAULDING AVE.

S

W W

G

30'-0"

18'-0"

PROPERTY LINE

STORAGE

PC

7'-0" UP

18 STEPS @ 6" RISER

PD

REAR SETBACK 16 FT

17'-3"

16'-9"

G

UP

8'

8'-0"

SIDE SETBACK 6 FT

6'

6'-0"

G

PROPERTY LINE

16'

30'

S

14' W

20'-0"

4

Aa = [ At + (At x lt) + (At x ls)] = [ 12,000 SF + (12,000 SF X 0) + (12,000 X 2)] = 36,000 SF ALLOWABLE BUILDING PER STORY = 36,000 SF PROPOSED AREA : FIRST STORY: PARKING LEVEL SECOND STORY: 6,612 SF THIRD STORY: 6,612 SF

16'-0"

30'-0"

5

ALLOWABLE AREA FORMULA Aa = [At + (At x lt ) + (At x ls)] Aa = ALLOWABLE BUILDING AREA PER STORY At = TABULAR BUILDING AREA PER STORY (TABLE 503) lt = AREA INCREASE FACTOR DUE TO FRONTAGE (SEC 506.2) ls = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION (SEC 506.3)

16'-0"

14'-0"

16'-0"

WOOD DECKING

Instructor: Marta Perlas

PROPERTY LINE

P6

P5

P4

P3

P2

EXISTING SIDE WALK

P1

P6

SITE PLAN

P5

P4

P3

Ngoc Ma

0'

4'

8'

16'

SCALE 1/8" = 1'

32'

0'

130'-0"

8'

7'

6'-8"

8'-0"

9'-4"

6'

5'

6'-10"

9'-2"

4'

2'

3' 11'-6"

8'-0"

1'

8'-6"

14'-0"

12' 12'-0"

11' 8'-6"

16'

32'

10' 11'-6"

9'

7'

8' 6'-8"

8'-0"

9'-4"

5'

6' 6'-10"

4'

9'-2"

3'

2'

11'-6"

8'-0"

1'

8'-6"

14'-0"

12'-0"

6'-0"

6'-0"

11'-6"

9'

8'

11-01

9-02

3-02

8'-6"

7-01

J

1-01

J

1-02

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

8'-6"

11-02

nbma@cpp.edu

B-B A 4.1

8'-6"

10'

4'

130'-0" B-B A 4.1

11'

12'

PRIVATE OPEN SPACE: REQUIRED: 120 SQ FT PER UNIT PROVIDED: VARIED RANGING FROM 120 TO 150 SQ FT

P1

GROUND PLAN

SCALE 1/8" = 1'

COMMON OPEN SPACE: REQUIRED: 1,000 SQ FT PROVIDED: 1,200 SQ FT

P2

5-01

I

11-03 11-04

1-04

I

1-03

11'-6"

11'-6"

5-04

9-05

H

5-03

3-03

9-05

3-06

H

UNIT 11

UNIT 7

UNIT 5

7-01

UNIT 3

INTERIOR WALL = 0 HR FIRE BARRIER 2 EXIT STAIRS

4-01 4-02

9-04

2-01

E 7'-8"

7'-8"

UNIT 8

UNIT 6

UNIT 4

UNIT 2

6-02

4-03

10-03

10-05

A-A A 4.1

10'-4"

UNIT 10

G 3-03

F

D

A-A A 4.1 UNIT 12

3-04

3-05

E

4-01

6-01

8-02

3-04

9-03

7'-8"

12'-0"

8-01 10-02

9-03

UNIT 1

F

1-01

100'-0"

3-01

10-01

12-01

10-01

10'-4"

100'-0"

3-01

3-02

9-02 5-01

DN.

4-04

UNIT 10

UNIT 4

10-06 10-03

4-05

UNIT 12

C

4-03

D 4-04

UNIT 2

4-05

C

11'-6"

11'-6"

10-04

10-04

8-04

6-01

10-02

4-02

2-01

2-02

B

2-03

A

A 6'-0"

6'-0"

12-01

12-03

8'-6"

8'-6"

8-01 12-02

2-04

12-04

B

16'-0"

14'-0"

12

8'-6"

11

8'-0"

11'-6"

10

9

9'-2"

8

6'-10"

7

9'-4"

6

8'-0"

6'-8"

5

4

11'-6"

3

16'-0"

8'-6"

1

2

14'-0"

12

SECOND FLOOR PLAN SCALE 1/8" = 1'

SEPERATION BETWEEN UNITS = 1 HR FIRE BARRIER

9-04

UNIT 3

12'-0"

9-01

8-03

BEARING WALL EXTERIOR = 2 HR FIRE BARRIER

UNIT 9

UNIT 11

G

5-02

9-01

11-01

PRIMARY STRUCTURAL FRAME = 1 HR (TABLE 601) BEARING WALL EXTERIOR = 2HR (TABLE 601) BEARING WALL INTERIOR = 1HR (TABLE 601) NON- BEARING WALL EXTERIOR AND INTERIOR PARTITION = 0 HR (TABLE 601) FLOOR CONSTRUCTION AND SECONDARY MEMBERS = 1 HR(TABLE 601) ROOF CONSTRUCTION AND SECONDARY MEMBERS = 1HR (TABLE 601).

UP

UNIT 1

7'-8"

SPECIAL CONSTRUCTION REQUIREMENTS: SEPARATION BETWEEN RESIDENTIAL UNITS = 1 HR (TABLE 420.2/709.3) EGRESS ENCLOSE FROM RESIDENTIAL UNITS = 2 HR (TABLE 102.1)

UNIT 9

10'-4"

10'-4"

7-02

8'-6"

11

8'-0"

11'-6"

10

9

9'-2"

8

6'-10"

7

9'-4"

6

8'-0"

6'-8"

5

4

11'-6"

3

8'-6"

1

2

CODE ANALYSIS

THIRD FLOOR PLAN 0'

4'

8'

16'

32'

SCALE 1/8" = 1'

0'

4'

8'

16'

32'

G 0.8

B-B A 4.1

T.O.F ELEVATOR + +

42' - 0" 20' - 0"

ROOF LEVEL + 10' - 0" + 30' - 0"

nm

GROUND LEVEL

1

NORTH ELEVATION SCALE 1/8" = 1'

0'

4'

8'

+ +

0' - 0" 20' - 0"

+

10' - 0"

16' GROUND LEVEL +

1

B-B A 4.1

NORTH ELEVATION

NORTH ELEVATION

0' - 0"

T.O.F ELEVATOR

SCALE 1/8" = 1'

0'

4'

8'

16'

+

42' - 0"

ROOF LEVEL

B-B A 4.1

+

OCCUPANCY LOAD (TABLE 1001.1.1)

T.O.F ELEVATOR + +

OCCUPANT LOAD FACTOR 200 GROSS 200 GROSS

TOTAL PARKING GROSS SQUARE FOOTAGE:

42' - 0" 20' - 0"

ROOF LEVEL T.O.F + ELEVATOR 10' - 0" + 30' - 0" + 42' - 0"

A-A A 4.1

FUNCTION OF SPACE PARKING RESIDENTIAL

30' - 0"

GROUND LEVEL

7,743 SQ FT / 200 GROSS = 38.7 = 39 PEOPLE

+ 0' - 0" + 20' - 0" ROOF LEVEL

SOUTH ELEVATION

+

30' - 0"

TOTAL RESIDENTIAL GROSS SQUARE FOOTAGE:

MAXIMUM AREA OF EXTERIOR WALL OPENING

2

SCALE 1/8" = 1'

0'

4'

8'

16'

+ 20' - 0" T.O.F ELEVATOR + 42' - 0" GROUND LEVEL + 0' -LEVEL 0" SECOND +

4

SOUTH ELEVATION

+

SCALE 1/8" = 1'

0'

4'

8'

16'

WEST ELEVATION

THIRD LEVEL 20' - 0"

SECOND LEVEL

SCALE 1/8" = 1'

0'

4'

8'

16'

+

10' - 0"

GROUND LEVEL +

WEST ELEVATION

0' - 0"

T.O.F ELEVATOR

SCALE 1/8" = 1'

+

A-A A 4.1

4

WEST ELEVATION

0'

AREA OF EXTERIOR WALL OPENING

4'

8'

42' - 0"

16'

+

SOUTH ELEVATION: SURFACES AREA: 2,040 SQ FT OPENING AREA: 548 SQ FT RATIO: 27%

WEST ELEVATION: SURFACES AREA: 1,360 SQ FT OPENING AREA: 0 SQ FT RATIO: 0%

30' - 0"

CODE ANALYSIS

+ 20' - 0" T.O.F ELEVATOR

A-A A 4.1

EAST ELEVATION: SURFACES AREA: 1,760 SQ FT OPENING AREA: 240 SQ FT RATIO: 14 %

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

0' - 0"

ROOF LEVEL

NORTH ELEVATION: SURFACES AREA: 1,760 SQ FT OPENING AREA: 268 SQ FT RATIO: 16%

nbma@cpp.edu

+ 30' - 0" GROUND LEVEL

+

FIRE SEPARATION DISTANCE 3’ TO 5’ UNPROTECTED, SPRINKLERED = 15% FIRE SEPARATION DISTANCE 5’ TO 10’ UNPROTECTED, SPRINKLERED = 25% FIRE SEPARATION DISTANCE 10’ TO 15’ UNPROTECTED, SPRINKLERED = 45% FIRE SEPARATION DISTANCE 15’ TO 20’ UNORITECTED, SPRINKLERED = 75% FIRE SERPARTION DISTANCE 20’ TO 25’ UNPROTECTED, SPRINKLERED = NO LIMIT

10' - 0"

ROOF LEVEL

2

Ngoc Ma

+ 10'LEVEL - 0" THIRD

A-A A 4.1

13,552 SQ FT / 200 GROSS / 12 UNITS = 5.64 = 6 PEOPLE/ FLOOR FIRST LEVEL = 6,776 SQ FT / 200 GROSS / 12 UNITS = 2.8 = 3 PEOPLE PER UNIT PER FLOOR SECOND LELVEL = 6,776 SQ FT / 200 GROSS/ 12 UNITS = 2.8 = 3 PEOPLE PER UNIT PER FLOOR

SOUTH ELEVATION

Instructor: Marta Perlas

+

42' - 0"

+

10' - 0"

ROOF LEVEL + 30' - 0" GROUND LEVEL

EAST ELEVATION

3

EAST ELEVATION SCALE 1/8" = 1'

+

0' - 0"

+

20' - 0"

G 0.9

MEANS OF EGRESS: 130'-0"

TABLE 1004.1.2: MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT IN RESIDENTIAL HAS OCCUPANT LOAD FACTOR OF 200 GROSS

nm

B-B A 4.1

1003.2: CEILING HEIGHT: MINMUM SHALL NOT BE LESS THAN 7’ 6”

18'

16' 16'

16'

30'

20'

6'

14'

17'-3"

1005.3.1: STAIRSWAY SIZING: FOR OTHER THAN GROUP H ND I-2 OCCUPANCIES, THE CAPACITY IN INCHES OF MEANS OF EGRESS STAIRWAY SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD ERVED BY SUCH STAIRWAY BY A MEANS OF EGRESS FACTOR OF 0.2 INCH PER OCCUPANT IN A BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER INSTALLED WITH ACCORDANCE OF SECTION 903. 3.1 FIRST STAIR: 6 PEOPLE X 0.2 INCH = 1.2 INCH SECOND STAIR: 6 PEOPLE X 0.2 INCH = 1.2 INCH

7'-0"

8'

16'-9"

9'-0" 9'-0"

30'

3'-0"

9'-0" 9'-0"

1'-6"

3'-0"

12 11

PD 5

29'-6"

1'-6"

UP

4'-0"

9'-0"

8'-6"

10

4

9'-0"

3'-0"

STORAGE

7'-6"

3'-0"

3'-0"

18'-0"

P-01

P-02

PC

9'-0" 9'-0"

100'

9'-0" 9'-0"

9

2

P-03

3

10'-6"

6'-0"

MECH. ROOM

P-04

8

P-05

9'-0"

18'-0" 3'-0"

18'-0"

16'-0"

9'-0"

6

5'-6"

PARKING ENTRANCE

5'-8"

1006.3: EGREES FROM OCCUPIED ROOF REQUIRED IN (1006.3) SINGLE EXIT IF THE OCCUPANT LOAD AND NUMBER OF DWELLING UNITS, COMMON PATH OF TRAVEL DISTANCE NOT EXCEED THE VALUES IN TABLE 1006.3.2

P5

P4

P3

P2

P1

GROUND PLAN SCALE 1/8" = 1'

0'

4'

8'

16'

32'

Ngoc Ma 130'-0"

nbma@cpp.edu

130'-0"

11'

12'

10' 11'-6"

8'

7'

6'-8"

8'-0"

9'-4"

6'

5'

6'-10"

9'-2"

4'

2'

3' 11'-6"

8'-0"

1'

8'-6"

14'-0"

12' 12'-0"

10'

7'

8' 6'-8"

8'-0"

9'-4"

5'

6' 6'-10"

4'

9'-2"

3'

2'

11'-6"

8'-0"

1'

8'-6"

14'-0"

12'-0"

6'-0"

11'-6"

9'

11-02

8'-6"

11-01

9-02

3-02

7-01

J

1-01

J

1-02

8'-6"

1010.1.2.1: DIRECTION OF DOOR SWING: SWING IN DIRECTION OF TRAVEL IF THE SPACE HAS OCCUPANT LOAD MORE THAN 50

11' 8'-6"

6'-0"

8'-6"

9'

B-B A 4.1

B-B A 4.1

1010.1.1: SIZE OF DOOR: SHALL NOT BE LESS THAN 32” INIMUDOOR WITHIN UNITS SHALL NOT BE BIGGER THAN 78” HEIGHT

5-01

135’

I

11-03 11-04

1-04

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

I

1-03

11'-6"

11'-6"

5-04

101.10.1.8: DOOR ARRANGEMENT: SPACE BETWEEN 2 DOORS IN A SERIES SHALL BE 48 INCH MINIMUM PLUS THE WIDTH OF A DOOR SWINGING INTO A SPACE

9-05

H

5-03

3-03

9-05

3-06

H

UNIT 11

UNIT 9

UNIT 7

UNIT 5

7-01

UNIT 3

10'-4"

10'-4"

7-02 UP

UNIT 1

9-04

3-01

3-01

85’ 8-01

10-01

12-01

4-01

10-02

4-02

2-01

E

UNIT 8

UNIT 6

UNIT 4

UNIT 2

6-02

10-05

A-A A 4.1

10-04

10-04

4-04

UNIT 10

UNIT 4

10-06 10-03

4-05

UNIT 12

C

4-03

D 4-04

UNIT 2

4-05

C

11'-6"

11'-6"

8-03

4-03

10-03

10'-4"

10'-4"

UNIT 10

G F

D

A-A A 4.1 UNIT 12

3-04

3-05

3-03

7'-8" 6-01

8-02

3-04

E

4-01

7'-8"

10-01

9-04

F

1-01

100'-0"

12'-0"

5-01

9-03

UNIT 1

12'-0"

3-02

9-02

UNIT 3

9-03

7'-8"

7'-8"

9-01

100'-0"

UNIT 9

UNIT 11

G

5-02

9-01

11-01

DN.

1011.11: STAIR WAY SHALL HAVE HANDRAILS ON EACH SIDE COMPLYING WITH SECTION 10.14

WOOD DECKING

Instructor: Marta Perlas

TABLE 1006.3.2: OCCUPANT LOAD PER STORY: 1-500 MINIMUM NUMBER OF EXIT: 2

1011.5.2: STAIR MAXIMUM RISER IS 7 IN AND MINIMUM IS 4”

10'

PA

P6

1011.3: STAIR HEAD ROOM: CLEARANCE NOT LESS THAN 80’ MEASURED FROM STAIR NOSING

PB

20'-6"

13'-0"

1006.2.1 : EGRESS BASED ON OCCUPANT LOAD PLUS COMMON PATH OF TRAVEL WITH EXCEPTION: IN GROUP R-2 AND R-3 OCCUPANCIES, 1 MEAN OF EGRESS IS PERMITTED WITHIN AND FROM INDIVIDUAL DWELLING UNITS. 2 EXITS OR EXIT ACCESS DOORWAY ARE REQUIRED

P-06

16'

UP

6'-0"

6'-0"

7

9'-0"

A-A A 4.1

1

1005.4: CONTINUITY: THE MINIMUM WIDTH OR REQUIRED CAPACITY OF THE MEANS OF EGRESS REQUIRED FROM ANY STORY OF A BUILDING SHALL NOT BE REDUCED ALONG THE PATH OF EGRESS TRAVEL UNTIL ARRIVAL AT PUBLIC WAY

30'

22'-8"

13'-0"

8-04

6-01

10-02

12-01

14'-0"

12

4-02

2-01

2-02

A

8'-6"

11

8'-0"

11'-6"

10

9

9'-2"

8

6'-10"

7

9'-4"

6

8'-0"

6'-8"

5

4

11'-6"

A

3

16'-0"

8'-6"

1

2

14'-0"

12

SECOND FLOOR PLAN SCALE 1/8" = 1'

EXIT CIRCULATION

B

2-03

6'-0" 16'-0"

PATH OF TRAVEL

12-03

8'-6"

8'-6"

8-01 12-02

6'-0"

1014.2: HEIGHT OF HANDRAIL: NOT LESS THAN 34” AND OR MORE 38” MEASURED FROM FINISH SURFACE

2-04

12-04

B

8'-6"

11

8'-0"

11'-6"

10

9

9'-2"

8

6'-10"

7

9'-4"

6

8'-0"

6'-8"

5

4

11'-6"

3

8'-6"

CODE ANALYSIS

1

2

THIRD FLOOR PLAN 0'

4'

8'

16'

32'

SCALE 1/8" = 1'

0'

4'

8'

16'

32'

G 0.10

+

10' - 0"

GROUND LEVEL +

0' - 0"

ADA ACCESSIBILITY REQUIREMENTS REQUIRED ACCESSIBLE PARKING SPACES ACCESSIBLE (1109A.3)

3

SCALE 1/8" = 1'

0'

B-B A 4.1

PARKING SPACES SHALL BE PROVIDED AT A AMINIMUM RATE OF 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALE BE MADE ACCESIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT

nm

EAST ELEVATION 130'-0"

4'

8'

16'

18'

16' 16'

16'

30'

20'

6'

14'

17'-3"

ACCESSIBLE SINGLE PARKING SPACE WHERE ACCESSIBLE

7'-0"

8'

16'-9"

9'-0" 9'-0"

30'

3'-0"

9'-0" 9'-0"

1'-6"

3'-0"

12 29'-6"

PD 5

SINGLE SPACES ARE PROVIDED, THEY SOULD BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING:

11

1'-6"

UP

4'-0"

9'-0"

8'-6"

10

4

1. SINGLE SPACES SHALL BE 14 FEET WIDE MINIMUM, SHALL PROVIDE A 9-FOOT WIDE PARKING AREA AND A 5-FOOT WIDE LOADIG AND UNLOADING ACCESS AISLE. ACCESS AISLES SHALL BE PERMITTED TO BE LOCATED ON EITHER SIDE OF THE VEHICLE, AND SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SAPCES THEY SERVE.

9'-0"

3'-0"

STORAGE

7'-6"

3'-0"

3'-0"

18'-0"

P-01

P-02

PC

9'-0" 9'-0"

100'

9'-0" 9'-0"

9

2

P-03

3

MECH. ROOM

10'-6"

6'-0" P-04

18'-0" 3'-0"

18'-0"

16'-0"

9'-0"

6

PB

20'-6"

13'-0"

PARKING ENTRANCE

5'-6"

3. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET

P-06

16'

UP

6'-0"

6'-0"

9'-0"

7

9'-0"

P-05

A-A A 4.1

1

2. WHEN MORE THAN ONE SPACE AS PROVIDED, TWO 9-FOOT WIDE PARKING SPACES MAY BE LINED ON EACH SIDE OF A 5- FOOT WIDE LOADING AND UNLOADING ACCESS AISLE.

30'

8

22'-8"

13'-0"

5'-8"

4. THE LOADING AND UNLOAD ACCESS AISLE SHALL BE MARKED BY A BORDER PAINTED BLUE. WITHIN THE BLUE BORDER, HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER SHALL BE PAINTED A COLOR CONSTRASTING WITH THE PARKING SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS “NO PARKING” SHALL BE PAINTED ON THE GROUND WITHIN EACH 5- FOOT WIDE LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISBLE FROM THE ADJACENT VEHICULAR WAY.

10'

PA

P6

P5

P4

P3

WOOD DECKING

P2

P1

Instructor: Marta Perlas

GROUND PLAN SCALE 1/8" = 1'

0'

4'

8'

16'

32'

Ngoc Ma PARKING SIGNAGE (1109A.8.8.1) 130'-0"

11'

12'

11'-6"

8'

7'

6'-8"

8'-0"

9'-4"

6'

5'

6'-10"

9'-2"

2'

3' 11'-6"

8'-0"

1'

8'-6"

14'-0"

12' 12'-0"

8'-6"

3-02

8'-6"

7-01

7'

8' 6'-8"

8'-0"

9'-4"

5'

6' 6'-10"

4'

9'-2"

3'

2'

11'-6"

8'-0"

1'

8'-6"

14'-0"

12'-0"

J

1-02

I

11-03 11-04

1-04

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

I

1-03

11'-6"

11'-6"

9-05

H

5-03

3-03

9-05

3-06

H

UNIT 11

UNIT 9

UNIT 7

UNIT 5

7-01

UNIT 3

10'-4"

10'-4"

7-02 UP

UNIT 1

9-04

12'-0"

4-01

10-02

10-01

4-02

9-04

2-01

E 7'-8"

6-01

UNIT 8

UNIT 4

UNIT 2

6-02

10-05

A-A A 4.1

10-04

10-04

4-04

UNIT 10

UNIT 4

10-06 10-03

4-05

UNIT 12

C

4-03

D 4-04

UNIT 2

4-05

C

11'-6"

11'-6"

8-03

4-03

10-03

D

UNIT 6

G 3-03

F

10'-4"

10'-4"

UNIT 10

3-04

3-05

E

4-01

A-A A 4.1 UNIT 12

3-04

F

1-01

8-01

10-01

12-01

9-03

UNIT 1

12'-0"

3-01

100'-0"

5-01

UNIT 3

9-03

7'-8"

7'-8"

3-01

3-02

9-02

7'-8"

100'-0"

UNIT 9

UNIT 11

G

5-02

9-01

DN.

8-04

6-01

10-02

4-02

2-01

2-02

B

2-03

A

A 6'-0"

6'-0"

12-01

12-03

8'-6"

8'-6"

8-01 12-02

2-04

12-04

B

16'-0"

14'-0"

12

8'-6"

11

8'-0"

11'-6"

10

9

9'-2"

8

6'-10"

7

9'-4"

6

8'-0"

6'-8"

5

4

11'-6"

3

16'-0"

8'-6"

1

2

SCALE 1/8" = 1'

14'-0"

12

SECOND FLOOR PLAN

ADA POSSIBLE CIRCULATION

11'-6"

9'

5-04

8-02

NOTE: THE 1 BEDROOM UNIT TYPE CAN BE CHANGEABLE TO COMPLY WITH ADA REQUIREMENTS WHEN IT IS NEEDED BY THE DWELLERS. THE COLOR CODED IS THE STUDIO TYPE, AND THEY ARE DESIGNED TO ACCOMODATE THE HANDICAP

10'

J

1-01

5-01

9-01

ADA ACCESSIBLE LOCATION

11'

6'-0" 9-02

11-01

11-01

SIZE OF CAB AND CONTROL LOCATION (SECTION 1124A. 3) SHALLED BE SIZED TO ACCOMODATE A WHEELCHAIR. DOOR NOT CENTERED ON WALL: IT SHALL PROVIDE A CLEAR WIDTH OF 36 INCHES MINIMUM, AND THE CLEARACE BETWEEN CAR SIDE AND WALL SHALL BE 68 INCHES MINIMUM. THE CLEAR BETWEEN THE BACK WALL AND THE RETURN PANEL SHALL BE 51 INCHES MINIMUM. THE DISTANCE BETWEEN THE BACKWALL AND THE INSIDE FACE OF DOOR SHALL BE 54 INCHES MINIMUM.

4'

8'-6"

11-02

WIDTHS (SECTION 1119A. 3) THE PATH SERVING OCCUPANT LOAD OF MORE THAN 10 NEED TO HAVE A MINIMUM OF 44 INCHES IN WIDTH, LESS THAN 10 SHALL NOT HAVE LESS THAN 36 INCHES ELEVATOR (SECTION 1124A.2) PASSENGER ELEVATOR SHALL BE LOCATED ON A MAJOR ACCESSIBLE ROUTE, MAIN CIRCULATION OF THE PROJECT.

9'

6'-0"

8'-6"

10'

B-B A 4.1

B-B A 4.1

EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTIVE SIGN CONSISTING OF THE “INTERNATIONAL SYMBOL OF ACCESSIBILITY” COMPLYING WITH SECTION 1143.A.8. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA, AND SHALL BE POSTED 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED TO THE BOTTOM OF THE SIGN. SIGNS LOCATED ON THE ACCESSIBLE ROUTES SHALL BE PSTED AT A MINIMUM HEIGHT OF 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SURFACE OF THE ACCESSIBLE ROUTE, MEASURED TO THE BOTTOM OF SIGN.

nbma@cpp.edu

130'-0"

8'-6"

11

8'-0"

11'-6"

10

9

9'-2"

8

6'-10"

7

9'-4"

6

8'-0"

6'-8"

5

4

11'-6"

3

CODE ANALYSIS

8'-6"

1

2

THIRD FLOOR PLAN 0'

4'

8'

16'

32'

SCALE 1/8" = 1'

0'

4'

8'

16'

32'

G 0.11

nm 130'-0"

18'-0"

20'-0"

S S

STORAGE

ELEVATOR

S

W

S S

S

W W

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

16'-0"

PARKING ENTRANCE

G

PB

UP 13'-0"

G

18 STEPS @ 6" RISER

18'-0"

COMMUNIAL SPACE

G

30'-0"

MECH. ROOM

W

100'-0"

PC

G

9'-8"

N. SPAULDING AVE.

W W

PROPERTY LINE

30'-0"

18 STEPS @ 6" RISER

18'-0"

PD

G

UP

G

8'-0"

6'-0"

G

PROPERTY LINE

S

16'-0"

30'-0"

W

16'-0"

14'-0"

16'-0"

10'-0"

PA

WOOD DECKING PROPERTY LINE

P6

P5

P4

P3

P2

EXISTING SIDE WALK

P1

SITE PLAN

SITE PLAN SCALE 1/8" = 1'

0'

4'

8'

16'

32'

A 1.1

nm B-B A 4.1

130'-0"

18'

16' 16'

16'

30'

20'

6'

14'

17'-3"

7'-0"

8'

16'-9" 1'-6"

3'-0" 9'-0"

INTERIOR

30'

9'-0"

3'-0" 9'-0" 9'-0"

11

29'-6"

PD 5

12

1'-6"

UP

Instructor: Marta Perlas 8'-6" 7'-6"

3'-0"

3'-0"

18'-0"

P-01

P-02

4'-0"

9'-0"

10

4

9'-0"

3'-0"

STORAGE

PC

nbma@cpp.edu

100'

9'-0"

9'-0"

9

P-03

P-04

3

MECH. ROOM

10'-6"

6'-0"

Ngoc Ma

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

30'

9'-0"

8

2

9'-0"

22'-8"

13'-0"

18'-0" 3'-0"

18'-0"

16'-0"

9'-0"

PB

20'-6"

13'-0"

PARKING ENTRANCE

5'-6"

6

P-06

16'

UP

6'-0"

6'-0"

7

1

9'-0"

A-A A 4.1

9'-0"

P-05

5'-8"

10'

PA

P6

P5

P4

P3

P2

WOOD DECKING

GROUND FLOOR PLAN

P1

GROUND PLAN SCALE 1/8" = 1'

0'

4'

8'

16'

32'

A 1.2

nm 130'-0" B-B A 4.1

11'

12'

11'-6"

9'

7'

8' 6'-8"

8'-0"

9'-4"

5'

6' 6'-10"

9'-2"

4'

2'

3' 11'-6"

8'-0"

1'

8'-6"

14'-0"

12'-0"

6'-0"

8'-6"

10'

11-02

11-01

9-02

3-02

8'-6"

7-01

J

1-01

1-02

5-01

I 11'-6"

5-04

H

5-03

10'-4"

7-02 UNIT 11

UNIT 9

UNIT 7

UNIT 5

7-01

UNIT 3

INTERIOR

UP

UNIT 1

G

Instructor: Marta Perlas

F

Ngoc Ma

7'-8"

5-02

9-01

9-01

5-01

1-01

3-01

12'-0"

nbma@cpp.edu 8-01

10-01

12-01

DN.

4-01

10-02

4-02

E

4-01

7'-8"

10-01

2-01

6-01

8-02

D

10'-4"

A-A A 4.1 UNIT 12

UNIT 10

UNIT 8

UNIT 6

UNIT 4

UNIT 2

6-02

C

11'-6"

8-03

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

8-04

8'-6"

B 8-01 12-02

6-01

10-02

12-01

4-02

2-01

2-02

A

6'-0"

100'-0"

11-01

3-01

3-02

9-02

16'-0"

8'-6"

14'-0"

12

11

10

9'-2"

8'-0"

11'-6"

9

8

6'-10"

7

9'-4"

6

8'-0"

6'-8"

5

4

11'-6"

3

8'-6"

SECOND FLOOR PLAN

1

2

SECOND FLOOR PLAN SCALE 1/8" = 1'

0'

4'

8'

16'

32'

A 1.3

nm 130'-0" B-B A 4.1

12'

11' 11'-6"

9'

7'

8' 6'-8"

8'-0"

9'-4"

5'

6' 6'-10"

4'

3' 11'-6"

8'-0"

9'-2"

2'

1'

8'-6"

14'-0"

12'-0"

6'-0"

8'-6"

10'

8'-6"

J

11-03 11-04

1-04

I

11'-6"

1-03

10'-4"

9-05

UNIT 9

UNIT 11

9-04

3-06

H

UNIT 3

9-03

3-04

9-04

UNIT 1

3-04

3-05

G

Instructor: Marta Perlas

F

Ngoc Ma

3-03

9-03

7'-8"

ABOVE FLOOR

12'-0"

nbma@cpp.edu

7'-8"

E 4-03

10-03

10-05

10'-4"

A-A A 4.1

10-04

10-04

4-04

UNIT 10

UNIT 4

10-06 10-03

4-05

D 4-04

UNIT 2

4-05

C

11'-6"

UNIT 12

4-03

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

2-04

12-04 12-03

B

8'-6"

2-03

A 6'-0"

100'-0"

3-03

9-05

16'-0"

14'-0"

12

8'-6"

11

8'-0"

11'-6"

10

9

9'-2"

8

6'-10"

7

9'-4"

6

8'-0"

6'-8"

5

4

8'-6"

11'-6"

3

THIRD FLOOR PLAN

1

2

THIRD FLOOR PLAN SCALE 1/8" = 1'

0'

4'

8'

16'

32'

A 1.4

nm 130'-0" B-B A 4.1

12'

11' 11'-6"

9' 6'-8"

8'-0"

7'

8'

6'-0"

8'-6"

10'

9'-4"

5'

6' 6'-10"

OPEN TO BELOW

4'

9'-2"

3' 11'-6"

8'-0"

OPEN TO BELOW

2' 8'-6"

1' 14'-0"

12'-0"

ROOF TOP WITH WOOD DECKING

J

8'-6"

2% SLOPE

2% SLOPE

2% SLOPE

2% SLOPE

I

2% SLOPE

2% SLOPE

11'-6"

UNIT SKYLIGHT 2% SLOPE

H 10'-4"

2% SLOPE

2% SLOPE

2% SLOPE

2% SLOPE

2% SLOPE

2% SLOPE

G

Instructor: Marta Perlas

F

Ngoc Ma

2% SLOPE 2% SLOPE

12'-0"

nbma@cpp.edu TYP. BUILD UP ROOF

E 7'-8"

2% SLOPE

2% SLOPE

2% SLOPE

2% SLOPE

2% SLOPE

D

10'-4"

A-A A 4.1

2% SLOPE

2% SLOPE

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

2% SLOPE 2% SLOPE

2% SLOPE

2% SLOPE

2% SLOPE

C 2% SLOPE

2% SLOPE

11'-6"

2% SLOPE

UNIT SKYLIGHT

2% SLOPE

UNIT SKYLIGHT

2% SLOPE

8'-6"

B 2% SLOPE

2% SLOPE

2% SLOPE

A 6'-0"

100'-0"

7'-8"

2% SLOPE

OPEN TO BELOW

16'-0"

8'-6"

14'-0"

12

11

8'-0"

11'-6"

10

9

6'-10"

9'-2"

8

OPEN TO BELOW

7

9'-4"

6

8'-0"

6'-8"

5

4

11'-6"

3

8'-6"

ROOF PLAN

1

2

ROOF PLAN SCALE 1/8" = 1'

0'

4'

8'

16'

32'

A 1.5

nm B-B A 4.1

T.O.F ELEVATOR +

42' - 0"

ROOF LEVEL +

30' - 0"

+

20' - 0"

+

10' - 0"

GROUND LEVEL +

0' - 0"

METAL PANELS CONCRETE

Instructor: Marta Perlas 1

NORTH ELEVATION SCALE 1/8" = 1'

0'

4'

8'

16'

Ngoc Ma

B-B A 4.1

nbma@cpp.edu

T.O.F ELEVATOR +

42' - 0"

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

ROOF LEVEL +

30' - 0"

+

20' - 0"

+

10' - 0"

GROUND LEVEL +

0' - 0"

ELEVATIONS 2

SOUTH ELEVATION SCALE 1/8" = 1'

0'

4'

8'

16'

A 2.1

nm A-A A 4.1

T.O.F ELEVATOR +

42' - 0"

ROOF LEVEL +

30' - 0"

THIRD LEVEL +

20' - 0"

SECOND LEVEL +

10' - 0"

GROUND LEVEL +

0' - 0"

METAL PANELS CONCRETE

Instructor: Marta Perlas 4

WEST ELEVATION SCALE 1/8" = 1'

0'

4'

8'

Ngoc Ma

16'

nbma@cpp.edu

T.O.F ELEVATOR

A-A A 4.1

+

42' - 0"

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

ROOF LEVEL +

30' - 0"

+

20' - 0"

+

10' - 0"

GROUND LEVEL +

0' - 0"

ELEVATIONS 3

EAST ELEVATION SCALE 1/8" = 1'

0'

4'

8'

16'

A 2.2

12

11

10

9

8

5

6

7

4

3

2

nm

1

Instructor: Marta Perlas

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

0'

4'

8'

16'

Ngoc Ma nbma@cpp.edu J

I

H

G

1

2

A 3.2

A 3.2

F

E

D

C

B

A

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

BUILDING SECTIONS

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

0'

4'

8'

16'

A 3.1

nm COPING 2X6 STUD PARAPET PLASTER FINISH METAL LATH WATER PROOFING MEMBRANE 5/8" PLYWOOD BOTTOM PLATE 2X12 DOUBLE RIM JOIST

FLASHING CANT BUILT-UP ROOFING WATER PROOFING MEMBRANE 3" RIGID INSULATION 3 /4" PLYWOOD

1 A 5.1

COPING SINGLE TOP PLATE 5/8" PLYWOOD WATER PROOFING MEMBRANE METAL LATH FINISH PLASTER BOTTOM PLATE 2X12 RIM JOIST DOUBLE TOP PLATE BATT INSULATION 2X6 WALL BLOCKING

FLASHING CANT WOOD DECK BUILT-UP ROOFING 3" RIGID INSULATION WATER PROOFING MEMBRANE

2% SLOPE TO BEYOND

2% SLOPE TO BEYOND

ROOF DECK + 30' - 0"

3 A 5.1

2X12 ROOF JOIST @ 16" O.C BATT INSULATION DRAINAGE FLASHING 2X6 TOP PLATE ZINC METAL PANEL WATER PROOFING MEMBRANE 5/8" PLYWOOD

2X12 ROOF JOIST @ 16" O.C 1 /2" GYPSUM BOARD

7

3/4" ACOUSTICAL BOARD 2X12 ROOF JOIST @ 16 O.C 12" DROP CEILLING 2X4 WOOD SOFFIT FRAME 5/8" PLYWOOD DOUBLE TOP PLATE

A 5.1

2 A 5.1

4 A 5.1

2X6 BOTTOM PLATE 2x12 RIM JOIST 2x10 BLOCKING DOUBLE TOP PLATE FLASHING

5/8" PLYWOOD WATERPROOFING MEMBRANE METAL LATH PLASTER FINISH FLASHING WOOD DECK 3/4" PLYWOOD WATERPROOFING MEMBRANE

DOUBLE SLIDING GLASS DOOR PRECAST CONCRETE SILL 1/2" PLYWOOD WATER PROOFING MEMBRANE 1 1/2" LIGHTWEIGHT CONCRETE 1/10" MARMOLEUM FLOOR FINISH

2% SLOPE

2X6 NAILER

INTERIOR

Instructor: Marta Perlas THIRD FLOOR

Ngoc Ma

10 A 5.1

nbma@cpp.edu

+ 20' - 0"

WINDOW SEALANT DOUBLE LOW E WINDOW BALCONY DRAINAGE

8

9

A 5.1

A 5.1

6X6 GLASS WALL HEADER 2X4 STUD GLASS WALL FRAME METAL DRIP CAP DOUBLE LOW E GLASS WALL

2X12 TAPERED JOIST 1/2" GYPSUM BOARD

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

6 A 5.1

METAL WINDOW SILL WINDOW FLASHING SINGLE TOP PLATE BATT INSULATION BATT INSULATION 5/8" PLYWOOD WATER PROOFING MEMBRANE BOTTOM PLATE ANCHOR BOLT APPLIED CONTINUOUS ALUMINIUM EXTRUSION DRIP FLASHING 12" CONCRETE SLAB REBAR

PRECAST CONCRETE SILL CONCRETE FLOOR FINISH

SECOND FLOOR

2% SLOPE

+ 10' - 0"

7 A 5.1

DRAINAGE 12" CONCRETE SLAB REBAR 8" SLAB ON GRADE 4" GRAVEL 12" CONCRETE WALL WOOD DECK 8" SLAB ON GRADE REBAR 4" GRAVEL

GROUND FLOOR

A 3.2

+ 0' - 0"

0' 1' 2' SCALE 1/2" = 1'

4'

KEY WALL SECTIONS

8'

nm

COPING 2X6 STUD PARAPET PLASTER FINISH METAL LATH WATER PROOFING MEMBRANE 5/8" PLYWOOD BOTTOM PLATE 2X12 DOUBLE RIM JOIST

1 A 5.1

FLASHING CANT WOOD DECK BUILT-UP ROOFING 3" RIGID INSULATION WATER PROOFING MEMBRANE

2% SLOPE TO BEYOND

ROOF DECK + 30' - 0"

3 A 5.1

2X12 ROOF JOIST @ 16" O.C BATT INSULATION DRAINAGE FLASHING 2X6 TOP PLATE ZINC METAL PANEL WATER PROOFING MEMBRANE 5/8" PLYWOOD

7

3/4" ACOUSTICAL BOARD 2X12 ROOF JOIST @ 16 O.C 12" DROP CEILLING 2X4 WOOD SOFFIT FRAME 5/8" PLYWOOD DOUBLE TOP PLATE

A 5.1

2 A 5.1

4 A 5.1

2X6 BOTTOM PLATE 2x12 RIM JOIST 2x10 BLOCKING DOUBLE TOP PLATE FLASHING

5/8" PLYWOOD WATERPROOFING MEMBRANE METAL LATH PLASTER FINISH FLASHING WOOD DECK 3/4" PLYWOOD WATERPROOFING MEMBRANE

DOUBLE SLIDING GLASS DOOR PRECAST CONCRETE SILL 1/2" PLYWOOD WATER PROOFING MEMBRANE 1 1/2" LIGHTWEIGHT CONCRETE 1/10" MARMOLEUM FLOOR FINISH

2% SLOPE

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu THIRD FLOOR + 20' - 0"

WINDOW SEALANT DOUBLE LOW E WINDOW BALCONY DRAINAGE

8

9

A 5.1

A 5.1

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

2X12 TAPERED JOIST 1/2" GYPSUM BOARD 6 A 5.1

METAL WINDOW SILL WINDOW FLASHING SINGLE TOP PLATE BATT INSULATION BATT INSULATION 5/8" PLYWOOD WATER PROOFING MEMBRANE BOTTOM PLATE ANCHOR BOLT APPLIED CONTINUOUS ALUMINIUM EXTRUSION DRIP FLASHING 12" CONCRETE SLAB REBAR

SECOND FLOOR + 10' - 0"

7 A 5.1

ELEVATION SECTION 12" CONCRETE WALL WOOD DECK 8" SLAB ON GRADE REBAR 4" GRAVEL

GROUND FLOOR + 0' - 0"

A 3.3

20'-0"

nm

20'-0" 6'-9"

5'-10"

2'-6"

1-01

2'-0"

5'-10"

1-02

4

2

A 4.5

3

2'-4"

POWDER ROOM

3

2'-4"

BATH

3'-8"

LIVING ROOM 1

11'-2"

BED ROOM

1

1 3

A 4.4

3

KITCHEN

10'-10"

8'-4"

7'-0"

6'-8"

20'-0"

1-03

1-04

8'-6"

4

2

A 4.4

4'-0"

BALCONY

2

4

5'-0"

1

8'-0"

1'-3" 1'-3"

8'-10"

1

2

3

A 4.5

Instructor: Marta Perlas

3'-6"

3'-6"

2

Ngoc Ma

38'-6"

DN

INTERIOR

nbma@cpp.edu

16 15

15

11'-6"

14

14 13

12

12

11

11

10

10

1

9

9

A 7.1

8

1

8

A 7.1

6 5

19'-2"

7

18'-6"

7

WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046 13'-4"

13

6 5

4

4

3

3

2

2

1

1

UP 3'-0"

4'-2"

1-01

ENLARGED FLOOR PLAN

2'-8"

UNIT 1 - LEVEL 2 SCALE 3/8" = 1'

0'

1'

2'

4'

8'

UNIT 1 - LEVEL 1 SCALE 3/8" = 1'

0'

1'

2'

4'

8'

A 4.1

35'-6"

nm

20'-0"

9'-2"

8'-0"

11'-6"

8'-6" 4'-6"

5'-6"

3-02

5'-0"

3'-0" UP 1 1

2

2

3

3

4

19'-6"

4 5

5 6

6

7

8 9

13'-4"

BALCONY

14'-6"

7

HALLWAY

8 9

INTERIOR

10 10

11

11

12

12

14

15 16

15

38'-6"

3-06

38'-6"

14

3-03

Instructor: Marta Perlas

13

13

Ngoc Ma

16

DN 2'-7"

nbma@cpp.edu

3'-0"

4'-4"

3'-0"

18'-6" 2'-7"

5'-4"

2'-4"

18'-6"

4'-2"

5'-1"

3-05

3-04

LIVING ROOM

KITCHEN

3-04 6'-0"

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

7'-0"

12'-0"

10'-6"

BED ROOM

10'-6"

7'-11"

4'-0"

6'-0"

BATH

4'-2"

8'-0"

BALCONY

3'-5"

3-03 POWDER

3-02 3-01 3-01 2'-7"

1'-8"

2'-2"

1'-6"

15'-8"

UNIT 3 - LEVEL 2 SCALE 3/8" = 1'

5'-6"

5'-11"

8'-8"

2'-6"

ENLARGED FLOOR PLAN

20'-2"

0'

1'

2'

4'

8'

UNIT 3 - LEVEL 1 SCALE 3/8" = 1'

0'

1'

2'

4'

8'

A 4.2

nm

16'-0"

16'-0"

9'-2"

12'-2"

3'-1"

7-01

19'-6"

19'-6"

6'-3"

5-01

5-04

STUDIO SPACE

BALCONY

STUDIO SPACE

10'-3"

30'-0"

INTERIOR

38'-6"

2'-0"

Ngoc Ma

38'-6"

5'-11"

7'-1"

nbma@cpp.edu

5-03 2'-6"

2

7-02

KITCHEN

10'-6"

7'-11"

10'-6"

3'-2" 2'-3"

A 4.5

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

DINING

4'-6"

8'-6"

KITCHEN

2'-7"

7-01

6'-7"

1'-10"

2'-7"

BATH

5-02 1

6

A 4.6

2

8'-0"

4

2'-6"

3

5'-0"

10'-6"

5

1

3

BATH

Instructor: Marta Perlas

5-01 1'-8"

1'-4"

5'-4"

UNIT 7 SCALE 3/8" = 1'

0'

1'

2'

4'

1'-6"

2'-6"

8'

UNIT 5 SCALE 3/8" = 1'

1'-6"

2'-6"

ENLARGED FLOOR PLAN

8'-8"

0'

1'

2'

4'

8'

A 4.3

WD 1-01

AV- 1

AV- 1

LEC

nm

3'-0"

3'-0"

1'-6"

1'-0"

AV- 1

REF- 1 TILE 1

6'-6"

DIM- 1

1

2"

3'-0"

3'-6"

4'-0"

FAUC1 -01

2"

3'-0"

3'-6"

SNK1 -01

3'-0"

4'-0"

FAUC1 -01

2'-0"

FAN- 1

8'-0"

9'-0"

2'-0"

9'-0"

SC-1

1

LIVING ROOM ELEVATION 1 SCALE 1/2" = 1'

LIVING ROOM ELEVATION 2 SCALE 1/2" = 1'

KEYNOTE LEGEND WD1 -01

9'-0"

3SW-1 SEC-1

1

3'-6"

3'-0"

3'-0"

3'-6"

2'-0" 8'-0"

SW- 1

LIVING ROOM ELEVATION 3 SCALE 1/2" = 1'

MRR1 -01

UNIT 1 LIVINGROOM WINDOW

POWDER ROOM MIRROR WITH VANITY LIGHT

FAUC1- 01

KITCHEN FAUCET

SNK1 -02

POWDER ROOM SINK

SNK1-01

KITCHEN SINK

ACC- 01

TOWER BAR

SC- 1

ELECTRICAL SOCKET

FAUC1 -02

POWDER ROOM FAUCET

AV- 1

HVAC AIR VENT

WC1 - 01

POWDER ROOM WATER CLOSET

REF- 1

ENCLOSED REFRIGERATOR IN CABINET

TILE- 2

BATHROOM TILE

FAN- 1

ENCLOSED AIR VENT ABOVE COOKTOP

VSSW- 1

VACANCY SENSOR SWITCH

TILE -1

KITCHEN TILE

LEC

BULTHAUP LASERED EDGES CABINET

TILE -1

KITCHEN TILE

SW -1

SINGLE SWITCH

3SW -1

THREE WAY SWITCH

SEC- 1

SECURITY SYSTEM

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

0'

2'

4'

8'

MRR1-01

SC-1

2

POWDER ROOM ELEVATION 2 SCALE 1/2" = 1'

2

POWDER ROOM ELEVATION 3 SCALE 1/2" = 1'

2

POWDER ROOM ELEVATION 4 SCALE 1/2" = 1'

4'-0"

3'-6"

8'-0" 3'-0"

3'-0"

3'-6"

1'-2"

1'-8"

3'-0" 1'-8"

POWDER ROOM ELEVATION 1 SCALE 1/2" = 1'

1'-8"

1'-2"

SNK1-02

1'-2"

TILE - 2

1'-5"

FAUC 1-02

1'-10"

WC1 -01

VSSW1

8'-0"

8'-0"

8'-0"

ACC-01

WC1 -01

FAUC 2-02

2

2'-2"

D 1-02 TILE 2

INTERIOR ELEVATIONS

A 4.4

nm

AV-1 AV-1

3'-9"

D 1 -04

3SW-1

PL- 1

9'-0"

VSSW-1

3'-6"

4'-0"

3'-6"

8'-0"

9'-0"

D 1- 03

4"

SC -1

3

3

BED ROOM ELEVATION 1 SCALE 1/2" = 1'

BED ROOM ELEVATION 2 SCALE 1/2" = 1'

KEYNOTE LEGEND

8'-0"

9'-0"

AV - 1

MRR1 -01

HVAC AIR VENT

POWDER ROOM MIRROR WITH VANITY LIGHT

D 1- 03

BATHROOM WOOD SLIDING DOOR

FAUC1 -02

D 1- 04

BEDROOM GLASS SLIDING DOOR

ACC- 01

VSSW- 1

VACANCY SENSOR SWITCH

BT- 1

SHOWER ASSEMBLY

PL -1

CEILING MOUNTED SUSPENDED PENDANT LIGHT

WC1 -02

BATHROOM WATER CLOSET

3SW -1

THREE WAY SWITCH

SK -1

SHOWER KIT

SC- 1

ELECTRICAL SOCKET

MRR1- 02

BATHROOM MIRROR WITH VANITY LIGHT

TILE -2

BATHROOM TILE

FAUC1 -03

BATHROOM FAUCET

POWDER ROOM FAUCET

Ngoc Ma

TOWER BAR

nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

4"

SW-1

Instructor: Marta Perlas

3

BED ROOM ELEVATION 3 SCALE 1/2" = 1'

0'

2'

4'

8'

TILE-2 TILE -2

1'-8"

BT- 1

SK-1

MRR1- 02

4

BATH ROOM ELEVATION 1 SCALE 1/2" = 1'

BATH ROOM ELEVATION 2 SCALE 1/2" = 1'

1'-10"

1'-8"

3'-0"

4

BATH ROOM ELEVATION 3 SCALE 1/2" = 1'

8'-0"

INTERIOR ELEVATIONS

3'-0"

2'-4"

3'-0"

3'-0"

4

WC1- 02

4'-0"

ACC- 1 SNK1 -03

2'-6"

2'-10"

1'-2"

FAUC1- 03

3'-6"

1'-5"

8'-0"

VSSW- 1

6'-0"

6'-8"

WC1- 02

3'-8"

3'-8"

2'-2"

D 1- 03

4

BATH ROOM ELEVATION 4 SCALE 1/2" = 1'

A 4.5

FAN- 5

D 5- 02

1'-6"

STUDIO UNIT BATHROOM WOOD DOOR

D 5- 03

BALCONY GLASS DOOR

D 5- 04

BALCONY GLASS SLIDING DOOR

3SW - 5

THREE WAY SWITCH

DIM- 5

LIGHT DIMMER

SW- 5

SINGLE SWITCH

VSSW- 5

VACANCY SENSOR SWITCH

SC- 5

ELECTRICAL SOCKET

LEC

BULTHAUP LASERED EDGES CABINET

FAN- 5

ENCLOSED AIR VENT ABOVE COOKTOP

FAUC5 -01

KITCHEN FAUCET

SNK5 -01

KITCHEN SINK

DW- 5

DISH WASHER

BRNR- 5

COOKTOP WITH OVEN BELOW

REF- 5

ENCLOSED REFRIGERATOR IN CABINET

TILE- 1

KITCHEN TILE

TILE- 2

BATHROOM TILE

WD 5 -01

STUDIO UNIT GLASS WINDOW

ACC- 5

TOWER BAR

BT- 5

SHOWER ASSEMBLY

SHELF- 5

BATHROOM STORAGE SHELF

SK- 5

SHOWER KIT

WC- 5

BATHROOM WATER CLOSET

SHELF- 5

BATHROOM STORAGE SHELF

SNK5- 02

BATHROOM SINK

FAUC5- 02

BATHROOM FAUCET

MRR- 5

BATHROOM MIRROR WITH VANITY LIGHT

WD 5-01

D 5- 04

BRNR-5

SNK5 -01

REF- 5 TILE 1

3'-0"

3'-6"

DW- 5

8'-0"

FAUC5- 01

3SW-5

9'-0"

VSSW-5

2'-0"

8'-0"

nm

KEYNOTE LEGEND

LEC

5

STUDIO UNIT ELEVATION 1 SCALE 1/2" = 1'

D 5-03

Instructor: Marta Perlas Ngoc Ma

SEC-5

SC-5

4"

2"

4"

SC-5

5

8'-0"

3'-0"

3'-6"

3'-6"

2'-0"

DIM- 5

2'-0" 3'-0"

8'-0"

3SW- 5

5

STUDIO UNIT ELEVATION 2 SCALE 1/2" = 1'

STUDIO UNIT ELEVATION 3 SCALE 1/2" = 1'

0'

BT- 5

2'

nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

4'

8'

2'-2"

SHELF- 5

D 5 - 02

8'-0"

1'-5"

4'-0"

3'-6"

1'-4"

INTERIOR ELEVATIONS

1'-8"

3'-0"

3'-0"

WC- 5

1'-10"

SK-5

1'-8"

2'-4"

1'-8"

1'-2"

1'-4"

6'-1"

SNK5- 02

4"

1'-2"

VSSW-5

FAUC5 -02

8'-0"

8'-0"

1'-6"

3'-0"

TILE - 2

1'-6"

ACC- 5

6'-8"

6'-8"

8'-0"

MRR- 5

6

STUDIO BATH ROOM ELEVATION 1 SCALE 1/2" = 1'

6

STUDIO BATHROOM ELEVATION 2 SCALE 1/2" = 1'

6

STUDIO BATHROOM ELEVATION 3 SCALE 1/2" = 1'

6

STUDIO BATHROOM ELEVATION 4 SCALE 1/2" = 1'

A 4.6

2'-4"

nm 6'-7"

5'-0"

3'-4" 4'-9"

2'-2"

3'-2" 1'-6"

4'-9" 4'-9"

4'-9"

4'-9" 4'-9"

3'-4"

3'-3"

5'-5"

4'-8"

3'-11" 6'-8"

4'-8"

7'-9"

2'-4"

4'-9"

5'-3"

4'-9"

5'-5"

6'-9"

5'-0"

5'-0"

3'-3"

6'-8"

2'-6"

Instructor: Marta Perlas

5'-0"

Ngoc Ma

3'-3"

nbma@cpp.edu

3'-10"

4'-4"

3'-11"

WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046 STUDIO UNIT RC PLAN SCALE 1/4" = 1'

1 BED ROOM UNIT LEVEL 2 RC PLAN

1 BED ROOM UNIT LEVEL 1 RC PLAN

SCALE 1/4" = 1'

SCALE 1/4" = 1'

0' 1' 2'

4'

8'

LEGEND SINGLE SWITCH

SECURITY SYSTEM CONTACT

$3

3 - WAY SWITCH

TELEPHONE

$3D

3 - WAY SWITCH WITH DIMMER

TASK LIGHT

$D

DIMMER SWITCH

110V CONV ARC FAULT CIRCUIT N INTERRUPTED DUPLEX OUTLET

$VS

SINGLE SWITCH WITH VACANCY SENSOR

WALL RETURN

CABLE

WALL SUPPLY DIFFUSER

RECESSED CEILING FIXTURE

WP

S C

WEATHERPROOF GROUND FAULT INTERRUPTED DUPLEX OUTLET SMOKE DETECTOR CO2 DETECTOR

TV

$

PENDANT LIGHT

MODEM SECURITY SYSTEM CONTACT TELEPHONE

ROUND SUPPLY DIFFUSER

THERMOSTAT

REFLECTED CEILING PLAN

SOFFIT

A 4.7

1/10" MARMOLEUM FLOOR FINISH 1 1/2" LIGHTWEIGHT CONCRETE WATER PROOFING LAYER 3/4" PLYWOOD BATT INSULATION 5/8" GYPSUM BOARD 6X6 HEADER 2X4 STUD FASTENER 2X WOOD STRIP ALUMINUM FRAME

10

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

5 /8" SHEATHING

WATER PROOFING MEMBRANE 2" AIR SPACE

DOUBLE 2X6 BOTTOM PLATE

1/ 16" ZAHNER ZINC METAL PANEL FASTENERS WITH NEOPRENE WASHERS METAL FLASHING

SMOOTH FINISH CEMENT PLASTER OVER MTL LATH & BLD PAPER 5 /8" PLYWOOD METAL DRIP CAP DRIP EDGE

3/4" PLYWOOD FIBERGLASS BATT INSULATION 2X12 BLOCKING

DOUBLE TOP PLATE

FLOOR ASSEMBLY DETAIL SCALE 1 1/2" = 1'-0"

ALUMINUM WINDOW FRAME

METAL CORNER BEAD

DOUBLE LOW E WINDOW 1X STRIP ATTACHED TO FRAME

4

SLOPE 2% TO BEYOND

WATERPROOFING MEMBRANE METAL LATH CEMENT PLASTER SMOOTH FINISH

PRIMARY SEALANT

9

nm

2X12 RIM JOIST

SECONDARY SEALANT

2X12 FLOOR JOIST @ 16" O.C BATT INSULATION 5/8" GYPSUM BOARD

2X4 WOOD STUD METAL FLASHING CANT 1X WOOD DECKING BUILD-UP ROOFING WOOD SLEEPERS 3" RIGID INSULATION

2X12 RIM JOIST 5 /8" PLYWOOD

EDGE DRIP 2X12 ROOF JOIST @ 16 O.C

WINDOW HEAD DETAIL SCALE 3" = 1'-0"

3

PLASTER CORNER DETAIL SCALE 1 1/2" = 1'-0"

SLOPE 2% MINIMUM

SMOOTH FINISH CEMENT PLASTER OVER MTL LATH & BLD PAPER 5/8" GYPSUM BOARD BATT INSULATION 2X4 NAILING STUD 2X6 BLOCKING EDGE DRIP SEALANT METAL FLASHING 1/16" ZAHNER ZINC PANEL FASTENERS WITH NEOPRENE WASHERS 2" AIR SPACE WATER PROOFING MEMBRANE 5/8" PLYWOOD

ALUMINUM FRAME SLIDING DOOR MARMOLEUM FLOOR FINISH 1 1/ 2" LW CONCRETE WATER PROOFING MEMBRANE 3 /4" PLYWOOD 4X12 WOOD BEAM

1X6 WOOD DECKING SLEEPERS WATER PROOFING MEMBRANE 3/4" PLYWOOD TAPERRED 2X12 JOIST SLOPE 2%

METAL COPING 18 GAUGE GALV. Z-FURRING 1/16" ZAHNER ZINC METAL PANEL FASTENER W/ NEOPRENE WASHERS SINGLE 2X6 TOP PLATE 2 IN. AIR GAP WATER PROOFING MEMBRANE

DOUBLE LOW E WINDOW ALUMINUM WINDOW FRAME PRIMARY SEALANT SECONDARY SEALANT METAL FLASHING 1/ 16" ZAHNER ZINC METAL PANEL FASTENERS WITH NEOPRENE WASHERS 2" AIR SPACE WATER PROOFING MEMBRANE 5 /8" PLYWOOD BATT INSULATION

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu

5 /8" SHEATHING 2X6 WOOD STUD FRAMING

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

SELF FURRING LATH CEMENT PLASTER SMOOTH FINISH

11

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

8

BALCONY DETAIL SCALE 1 1/2" = 1'-0"

TEMPERRED GLASS ALUMINUM SKYLIGHT FRAME

WINDOW SILL DETAIL SCALE 3" = 1'-0"

2

PARAPET AT BALCONY SCALE 3" = 1'-0"

SLOPE 2% MINIMUM BATT INSULATION 5/8" GYPSUM BOARD ANCHOR BOLT 2X6 BOTTOM PLATE

2X6 SINGLE PLATE 2X6 CRIPPLE STUD METAL FLASHING CANT BUILT-UP ROOFING 3" RIGID INSULATION 3/4" PLYWOOD

2X12 RIM JOIST RELIEF JOINTS DOUBLE TOP PLATE 2X6 CRIPPLE STUDS 2X6 STUD 5/8" PLYWOOD SMOOTH CEMENT PLASTER OVER MTL LATH & BLDG PAPER ALUMINUM DOOR FRAME FIXED GLASS WALL

12

5

SKYLIGHT DETAIL SCALE 3" = 1'-0"

7

EXTERIOR SHEATHING PRIOR TO SOFFIT 2X4 WOOD FRAME SOFFIT ASSEMBLY 5/8" GYPSUM BOARD SLIDING GLASS DOOR

SOFFIT DETAIL SCALE 1 1/2" = 1'-0"

METAL PARAPET CAP SELF-HEALING WATER RESISTANT BARRIER CAP LAP 6" OVER PLASTER 1X WOOD GROUND (PLASTER STOP) SCREW W/ NEOPRENE WASHER SHAPED WOOD CAP 5/8" SHEATHING WATER PROOFING MEMBRANE SELF FURRING LATH

5/8" PLYWOOD WATER PROOFING MEMBRANE 2" AIR SPACE 1/ 16" ZAHNER ZINC METAL PANEL FASTENERS WITH NEOPRENE WASHERS SEALANT METAL FLASHING 12" CONCRETE SLAB REBAR

6

KEY DETAILS

CEMENT PLASTER SMOOTH FINISH 2X6 WOOD STUD FRAMING

SLAB CORNER DETAIL SCALE 3" = 1'-0"

1

A 5.1

PARAPET DETAIL SCALE 3" = 1'-0"

DOOR SCHEDULES

nm

MATERIAL

FRAME

OPERATION

A

SOLID CORE

WOOD

SWINGING

3' 0" - 8' 0"

A

SOLID CORE

WOOD

SWINGING

COMMUNAL ENTRY

6' 0" - 7' 0"

F

GLASS

ALUMINUM

SWINGING

P-04

COMMUNAL ROOM

11' 0" - 8' 0"

H

GLASS

ALUMINUM

SLIDING

SLIDING FROM CENTER TO CORNER

P-05

COMMUNAL ROOM

11' 0" - 8' 0"

H

GLASS

ALUMINUM

SLIDING

SLIDING FROM CENTER TO CORNER

P-06

COMMUNAL ENTRY

6' 0" - 8' 0"

G

GLASS

ALUMINUM

SWINGING

1-01

ENTRY

3' 0" - 8' 0"

A

SOLID CORE

WOOD

SWINGING

PAINT IN DARK GREY

1-02

POWDER ROOM

3' 0" - 8' 0"

B

HOLLOW CORE

WOOD

SLIDING

PAINT IN DARK WHITE TO MATCH WITH WALL

1-03

BATHROOM

2' 8" - 8' 0"

B-1

HOLLOW CORE

WOOD

SLIDING

PAINT IN DARK WHITE TO MATCH WITH WALL

1-04

BALCONY

12' 6" - 8' 0"

D

ALUMINUM

SLIDING

3-01

ENTRY

3' 0" - 8' 0"

A

SOLID CORE

WOOD

SWINGING

PAINT IN DARK GREY

3-02

POWDER ROOM

3' 0" - 8' 0"

B

HOLLOW CORE

WOOD

SLIDING

PAINT IN DARK WHITE TO MATCH WITH WALL

3-03

BATHROOM

3' 0" - 8' 0"

B

HOLLOW CORE

WOOD

SLIDING

PAINT IN DARK WHITE TO MATCH WITH WALL

3-04

BEDROOM

3' 0" - 8' 0"

B

HOLLOW CORE

WOOD

SLIDING

PAINT IN DARK WHITE TO MATCH WITH WALL

3-05

BALCONY

3' 0" - 8' 0"

C

GLASS

ALUMINUM

SLIDING

3-06

BALCONY

3' 0" - 8' 0"

C

GLASS

ALUMINUM

SLIDING

5-01

ENTRY

3' 0" - 8' 0"

A

SOLID CORE

WOOD

SWINGING

PAINT IN DARK GREY

SLIDING

PAINT IN DARK WHITE TO MATCH WITH WALL

ROOM

SIZE

TYPE

P-01

MECH. ROOM

3' 0" - 8' 0"

P-02

STORAGE

P-03

5-02 5-03

BALCONY

5-04

BALCONY

7-01 7-02

GLASS

B

3' 0" - 8' 0"

BATHROOM

RATING

HOLLOW CORE

WOOD

REMARKS

GLASS

6' 0" - 8' 0"

E

GLASS

ALUMINUM

SLIDING

ENTRY

3' 0" - 8' 0"

A

SOLID CORE

WOOD

SWINGING

PAINT IN DARK GREY

BATHROOM

3' 0" - 8' 0"

B

HOLLOW CORE

WOOD

SLIDING

PAINT IN DARK WHITE TO MATCH WITH WALL

3'-0"

ALUMINUM

2'-8"

3'-0"

ROOM

OPENING SIZE

SILL HEIGHT

TYPE

FRAME

MATERIAL

OPERATION

1-01

LIVING ROOM

12' - 6" X 5' - 0"

4' - 0"

A

ALUMINUM

1" TEMP. GLASS

SLIDING

3-01

LIVING ROOM

7' - 8" X 8' - 0"

0' - 0"

C

ALUMINUM

1" TEMP. GLASS

FIXED

3-02

HALLWAY

8' - 0" X 5' - 0"

4' - 0"

B

ALUMINUM

1" TEMP. GLASS

SLIDING

3-03

BALCONY

2' - 0" X 8' - 0"

0' - 0"

D

ALUMINUM

1" TEMP. GLASS

FIXED

3-04

BALCONY

9' - 2" X 8' - 0"

0' - 0"

E

ALUMINUM

1" TEMP. GLASS

FIXED

5-01

BEDROOM

6' - 3" X 8' - 0"

0' - 0"

F

ALUMINUM

1" TEMP. GLASS

FIXED

7-01

BEDROOM

6' - 0" X 10' - 0"

4' - 0"

G

ALUMINUM

1" TEMP. GLASS

DOUBLE-HUNG

WINDOW NUMBER

C

3' 0" - 8' 0"

WINDOW SCHEDULES

SLIDING

3'-0"

7'-8"

12'-6" 12'-6"

DOOR TYPE B

DOOR TYPE B-1

DOOR TYPE C

nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046 2'-0"

8'-0" 1'-0"

5'-0" 1'-0"

DOOR TYPE A

Ngoc Ma

4'-0"

4'-2"

5'-0" 4'-2"

Instructor: Marta Perlas

8'-0"

7'-8"

8'-0"

7'-8" 4'-0"

8'-0"

8'-0" 4'-0"

8'-0" 4'-0"

7'-6" 4'-0"

8'-0"

4'-2"

REMARKS

8'-0"

DOOR NUMBER

4'-2"

DOOR TYPE D

WINDOW TYPE A

WINDOW TYPE B

WINDOW TYPE C

WINDOW TYPE D

6'-0" 11'-0"

7'-0" 3'-0"

3'-0"

9'-2"

6'-3"

3'-2"

DOOR TYPE E

2'-6"

DOOR TYPE F

3'-4"

5'-0"

8'-0"

8'-0"

8'-0"

7'-0"

7'-0"

8'-0"

6'-6" 3'-4"

7'-0"

8'-0"

5"

3'-0"

3'-6"

DOOR TYPE G

SCHEDULES

10'-0"

6'-0"

6'-0"

3'-8"

3'-8"

DOOR TYPE H

0' 1' 2'

WINDOW TYPE E

WINDOW TYPE F

WINDOW TYPE G

4'

SCALE 1/4" = 1'

8'

A 6.1

4 A 7.2

nm

13'-6"

19'-0"

3'-6"

SECOND FLOOR

OPEN TO BELOW

Instructor: Marta Perlas

ELEVATOR SHAFT

ELEVATOR SHAFT

Ngoc Ma 10'-0"

nbma@cpp.edu 1

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

A 7.3 11"

16 STEPS AT 7 1/2" RISER UP

3'-6"

1

STAIR PLAN SCALE 1/2" = 1'

2 0'

2'

4'

8'

STAIR ELEVATION SCALE 1/2" = 1'

0'

2'

4'

8'

VERTICAL CIRCULATION

A 7.1

nm

ROOF DECK

ROOF DECK

ROOF DECK

1'-8"

DOUBLE HEIGHT GYPSUM WALL

DOUBLE HEIGHT GYPSUM WALL

10'-0"

1 /10" MARMOLEUM FLOOR FINISH 1 1/2" LWT. CONCRETE

9'-0"

9'-0"

30' - 0"

10'-0"

+

3/4" PLYWOOD

Instructor: Marta Perlas

2X12 FLOOR JOIST @ 16" O.C 3'-2"

DOUBLE 2X12 RIM JOIST

SECOND LEVEL

A 7.3

3

20' - 0"

nbma@cpp.edu

A 7.3

15

STORAGE SHELF UNDERNEATH STAIR

'-8

"

1/10" EDGE CUT MARMOLEUM FINISH 3/4" PLYWOOD

WALL RECESSED RAILING

DOUBLE TOP PLATE

2 X14 STRINGERS (3) WITH CURVED CUTS

2

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

CRIPPLE STUDS AT TYP. SOFFIT FRAME

A 7.3

10'-0"

2X4 STUD 1/2" GYPSUM BOARD

10'-0"

+

Ngoc Ma

5

BOTTOM PLATE

3'-2"

KITCHEN

4 A 7.3

FIRST LEVEL +

10' - 0"

3

STAIR ELEVATION SCALE 1/2" = 1'

4 0'

2'

4'

8'

STAIR SECTION SCALE 1/2" = 1'

0'

2'

4'

8'

VERTICAL CIRCULATION

A 7.2

nm STEEL RAILING

1/10" MARMOLEUM FINISH CONTINUOUS CUT

3" RECESSED RAILING

3/4" PLYWOOD CURVED CUT ANCHOR BOLT

TYP. RAILING HEIGHT FROM STAIR TREAD

11" 1"

1" 72

1" 72

2'-9"

3'-2"

2X14 BLOCKING

8"

1" 12

3"

Instructor: Marta Perlas 4

BASE STAIR CONNECTION

2

SCALE 1 1/2" = 1'

RAILING DETAIL

Ngoc Ma

SCALE 1 1/2" = 1'

nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

1 /10" MARMOLEUM FLOOR FINISH 3/4" PLYWOOD 1 1/2" LIGHTWEIGHT CONCRETE

3"

EXTERIOR WALL

11"

WATER PROOFING MEMBRANE 3 /4" PLYWOOD

1" 72

1 /10" EDGE CUT MARMOLEUM FINISH 3/4" 4-STEPS CONTINUOUS WOOD PIECE WOOD GLUE CONNECTION

1" 12

8"

STEEL HANDRAIL

1" 12

1" 12

WOOD FINISH

STEEL PLATE AT EVERY POSTS 2X4 BLOCKING

DOUBLE 2X12 RIM JOISTS STRINGER METAL HANGER DOUBLE TOP PLATE 2X14 STRINGER

VERTICAL CIRCULATION 5

STAIR TO FLOOR CONNECTION SCALE 1 1/2" = 1'

3

STAIR STEP ASSEMBLY SCALE 3" = 1'

1

RECESSED RAILING DETAIL SCALE 1 1/2" = 1'

A 7.3

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

RENDER

A 9.1

nm 130'-0"

16'-0"

14'-0"

14'-0"

16'-0"

30'-0"

20'-9"

36" X 24" TYPICAL FOUNDATION WALL FOOTING

18'-0"

21'-3"

36" X 24" TYPICAL FOUNDATION WALL FOOTING

PD

12" CONCRETE STRUCTURAL WALL

19'-0"

12" CONCRETE STRUCTURAL WALL

20'-0"

16'-0"

8" SLAB ON GRADE

8" CONCRETE STRUCTURAL WALL TO 4 FT HIGH

72" X 72" X 42" TYPICAL COLUMN FOOTING 18" CONCRETE STRUCTURAL COLUMN

32'-6"

29'-6"

30'-0"

8" SLAB ON GRADE

8" CONCRETE STRUCTURAL WALL 36" X 24" TYPICAL FOUNDATION WALL FOOTING

72" X 72" X 42" TYPICAL COLUMN FOOTING 18" CONCRETE STRUCTURAL COLUMN

Instructor: Marta Perlas PC

Ngoc Ma

8'-8"

36" X 24" TYPICAL FOUNDATION WALL FOOTING 8" CONCRETE STRUCTURAL WALL

36" X 24" TYPICAL FOUNDATION WALL FOOTING 8" CONCRETE STRUCTURAL WALL

29'-6"

nbma@cpp.edu 29'-6"

30'-6"

30'-0"

100'-0"

36" X 24" TYPICAL FOUNDATION WALL FOOTING 1' CONCRETE STRUCTURAL WALL

8" SLAB ON GRADE

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

8" SLAB ON GRADE

12" CONCRETE STRUCTURAL WALL

12" CONCRETE STRUCTURAL WALL

PB

36'-9"

16'-0"

16'-9"

36" X 24" TYPICAL FOUNDATION WALL FOOTING 12" CONCRETE STRUCTURAL WALL

72" X 72" X 42" TYPICAL COLUMN FOOTING 18" CONCRETE STRUCTURAL COLUMN

10'-0"

72" X 72" X 42" TYPICAL COLUMN FOOTING 18" CONCRETE STRUCTURAL COLUMN

PA

17'-3"

P6

P5

P4

P3

P2

P1

FOUNDATION PLAN

FOUNDATION PLAN SCALE 1/8" = 1'

0'

4'

8'

16'

32'

S 1.0

3R

D

F +2 LOO 0’ -0 R ”

TO P

OF

3X12 DFL WOOD BEAM 2X10 ROOF JOIST

+3 RO 0’ OF -0 ”

nm

”

0’

Instructor: Marta Perlas

+1

2N

D

-0

FL OO

R

2X6 EXTERIOR LOAD BEARING STUD WALLS

Ngoc Ma

12” CONCR. SLAB

nbma@cpp.edu 1

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

D 2 2X12 RIM JOIST 3

REINFORCED CONCR. WALL

C 4 PD

WOOD STRUCTURAL GRID

B

5 6

PARKING STRUCTURAL GRID

P1

N

A

PC

FRAMING DIAGRAM

CARTOON ILLUSTRATION - NOT TO SCALE

S 2.1

EXTERIOR WALLS

UNIFORM LOAD (PSF)

PLASTER ON LATH WATERPROOF MEMBRANE 3/4” PLYWOOD

8 0.7 2.4

2X6 WOOD STUDS

nm

5 3.65 2.2

BATT INSULATION 1/2” GYPSUM BOARD

TOTAL: 21.95 PSF ~ 25 PSF X 9FT = 225 LFT

ROOF

UNIFORM LOAD (PSF)

PVC ROOFING MEMBRANE 3.4” PLYWOOD 3” RIGID INSULATION

0.29 2.4 1.6

1/2” GYPSUM BOARD

2.2

RESILIENT CLIPS MECHANICAL ALLOWANCE

EXTERIOR WALLS WITH WINDOWS PLASTER ON LATH WATERPROOF MEMBRANE 3/4” PLYWOOD

_ 4

UNIFORM LOAD (PSF) 8 0.7 2.4

2X6 WOOD STUDS

TOTAL: 23.6 PSF ~ 25 PSF

5

BATT INSULATION 1/2” GYPSUM BOARD

3.65 2.2

WINDOW STEEL FRAME

8

TOTAL: 36.95 PSF ~ 40 PSF X 9FT = 360 LFT

1 2

Instructor: Marta Perlas

D

Ngoc Ma C 3

INTERIOR FLOOR 1.5” LIGHT WEIGHT CONCRETE SOUND ABSORBING MATT 3/4” PLYWOOD 1/2” GYPSUM BOARD

UNIFORM LOAD (PSF)

INTERIOR WALLS

4

12 _ 2.4

B 5

WOOD STUDS , 2X6 GYPSUM ON BOTH SIDES

A

_ 4

2X12 JOISTS

7

8

TOTAL: 8 PSF ~ 10 PSF X 9FT = 90 LFT

2.2

RESILIENT CLIPS MECHANICAL ALLOWANCE

UNIFORM LOAD (PSF)

nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

TOTAL: 27.6 PSF ~ 30 PSF

CONCRETE SLAB

UNIFORM LOAD (PSF)

REINFORCED CONCRETE

150 LB/ CUBIC FT X 1 FT = 150 PSF

LOAD BEARING WALLS CANTILEVER CONCR. SLAB

TOTAL: 150 PSF

12” CONCR. SLAB 2ND LEVEL FRAMING, SINGLE MEMBERS

LOAD DIAGRAM

ROOF FRAMING, SINGLE MEMBERS

PD

REPETITIVE MEMBERS P1

PC

SCALE 1/16” = 1’ STRUCTURAL COLUMN 0’ 2’ 4’

8’

16

S 2.2

nm 3 J

2

J 12

2

1

"

-0

8'

18

'-6

"

'-0

"

"

'-0

12

3

'-6

-0

"

19

1

8'

H

"

19

'-6

"

H

parapet

F

"

'-6

18

2x10 SS DFL floor joist @16” O.C 3/4” plywood floor diaphragm

F

3/4” plywood shear wall 2x6 blocking

Instructor: Marta Perlas

2x6 SS DFL wall framing 2x12 DFL rim joist 2x8 DFL header

ROOF TOP 30’- 0”

2x6 sill plate 3RD LEVEL 20’- 0”

ROOF TOP 30’- 0”

slab on grade

3RD LEVEL 20’- 0”

cast- in-place stair 12”conc. wall

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

'-4 11

"

'-4

'-0

11

30

"

30

'-0

"

PC

1/

1/

4"

1

-3

-3

3

GROUND LEVEL 0’- 0”

4"

"

2

8'

8'

3

GROUND LEVEL 0’- 0”

nbma@cpp.edu

2ND LEVEL 10’- 0”

PD

2ND LEVEL 10’- 0”

Ngoc Ma

2

PC PD

1

STRUCTURAL AXONOMETRIC

S 2.3

nm F

" -0 8'

8' -0 "

19 '- 6 "

1 2

1

J

12 '-0 "

" '- 6 18

H

" '-0 12

H

2

18 '-6 "

3

3

J " '-6 19

F

INTERIOR

Instructor: Marta Perlas ROOF TOP 30’- 0”

ROOF TOP 30’- 0”

3RD LEVEL 20’- 0”

3RD LEVEL 20’- 0”

2ND LEVEL 10’- 0”

2ND LEVEL 10’- 0” PC

1/

" '-4 11

11

2

GROUND LEVEL 0’- 0”

30

4"

"

'-0

2

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

"

1

nbma@cpp.edu

'-0

-3 8'

1

-3 8'

30

GROUND LEVEL 0’- 0”

1/ 4"

PD

Ngoc Ma

'-4 "

3

3

PD

PC

LOAD PATH DIAGRAM

S 2.4

B-B

A 4.1

nm

130'

16'

14'

16'

30'

18'

20'

6'

16'

E' 8'

8'-6"

7' UP

C'

30'

10'-4"

9'

11'-6"

9'

3'

PD D'

STORAGE

9'

B' 8'-6"

7'-8"

18'

7'-6"

3'

PC A' 100'

6'

12'

D

A-A

6'

A 4.1

UP

PB C

20'-6"

16'

11'-6"

13'

LEGEND

SUPER STRUCTURE ON TOP IS BUILT ON TOP OF CANTILIVER CONCRETE SLAB OF PARKING GARAGE.

MOMENT RESISTING FRAME BRACED FRAME

16'

A 4.1

10'-4"

A-A

P5 - OUT-OF-PLANE OFFSETS: DISCONTINUOS SHEARWALL

E

30'

7'-8"

100'

MECH. ROOM

PARKING ENTRANCE

B

SHEAR WALL

8'-6"

PA

STACK

10'

A

6'

WOOD DECKING

16'

8'

14'

P6

10

P5

8'

12'

P4 8

9

16'

7

16'

P3

6

8'

P2

5

4

GROUND PLAN SCALE 1/16" = 1'

GROUND PLAN SCALE 1/8" = 1'

0'

P1

3

2'

4' 0'

2'

REFERENCE: DIAGRAM FROM FEMA- 454 - PLAN AND VERTICAL STRUCTURAL IRREGULARITIES

8'

12'

Instructor: Marta Perlas

1

2

8' 4'

16'

8'

Ngoc Ma

16'

nbma@cpp.edu

9'

10' 8'

8'

7'

130'

6'

5'

16'

8'

16'

4' 8'

2'

3'

1'

8'

12'

14'

9'

10' 12'

8'

8'

7'

6' 16'

8'

12'

5' 16'

4' 8'

2'

3'

1'

8'

12'

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

14'

12'

6'

6'

12'

B-B

A 4.1

B-B

A 4.1

130'

J E' 8'-6" 8'-6" 11'-6" 11'-6" 100' 100'

10'-4" 10'-4"

F A'

E E

7'-8" 7'-8"

7'-8" 7'-8"

E E D D

G B'

7'-8" 7'-8"

7'-8" 7'-8"

F A'

12'12'

D D

A-A A 4.1 -A

A 4.1

C C

8'-6" 8'-6"

B

6' 6'

A A

16' 16'

8' 8'

14' 14'

10 10

9 9

8 8

1ST FLOOR PLAN SCALE 1/16" = 1' SECOND FLOOR PLAN SCALE 1/8" = 1'

8' 8'

12' 12'

7 7

16' 16'

6 6

16' 16'

5 5

8' 8'

4 4

8' 8'

12' 12'

3 3

0' 0'

1 1

2 2

2' 2'

4' 4'

8' 8'

TWO SEPERATED AND STRUCTURAL INDEPENDENT STRUCTURES SHARE THE SAME CONCRETE SLAB, AND THEY ARE CONNECTED BY NON-STRUCTURAL WALLS ON THE PERIMETER

11'-6" 11'-6"

P1: TORSIONAL IRREGULARITY, UNBALANCED RESISTANCE

B B 8'-6" 8'-6"

11'-6" 11'-6"

C C

A A

6' 6'

100' 100' A 4.1

H C'

G B'

A-A A A 4.1 -A

THE BUILDING TURNS CORNER AT THIS LOCATION CREATE A DIFFERENCE BETWEEN OUTSIDE AND INSIDE

UP

DN.

I D'

10'-4" 10'-4"

10'-4" 10'-4"

H C'

P2: RE-ENTRANT CORNER:

12'12'

11'-6" 11'-6"

D'

10'-4" 10'-4"

8'-6" 8'-6"

J E'

16' 16'

10 10

16' 16'

8' 8'

14' 14'

9 9

8 8

2ND FLOOR PLAN SCALE 1/16" = 1' THIRD FLOOR PLAN SCALE 1/8" = 1'

8' 8'

12' 12'

7 7

16' 16'

6 6

16' 16'

5 5

8' 8'

4 4

8' 8'

12' 12'

3 3

0' 0'

1 1

2 2

2' 2'

SHEAR ANALYSIS

4' 4'

8' 8'

S 3.1 16' 16'

J

1'

2'

3'

4'

5'

6’

7’

8’

9’

10’

11’

G

H

F

E

C

D

nm

A

12’

T.O.F ELEVATOR +

42' - 0"

T.O.F THIRD LEVEL +

30' - 0"

LEGEND PARKING SHEAR WALLS

T.O.F SECOND LEVEL +

20' - 0"

T.O.F FIRST LEVEL +

10' - 0"

EXTERIOR SHEAR WALLS HIDDEN SHEAR WALLS POTENTIAL FAILURE CORNER CONCRETE SLAB WITH TRANSFERRING BEAMS

GROUND LEVEL +

SOUTH EVELATION

EAST EVELATION

SCALE 1/8" = 1'

SCALE 1/8" = 1'

0' 1' 2'

4'

0' - 0"

Instructor: Marta Perlas Ngoc Ma

8'

nbma@cpp.edu A 12

11

10

9

8

7

6

5

4

3

2

C

D

E

F

G

H

J

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

1

T.O.F ELEVATOR +

42' - 0"

T.O.F THIRD LEVEL +

30' - 0"

T.O.F SECOND LEVEL +

20' - 0"

T.O.F FIRST LEVEL +

10' - 0"

GROUND LEVEL +

NORTH EVELATION

WEST EVELATION

SCALE 1/8" = 1'

SCALE 1/8" = 1'

0' 1' 2'

4'

0' - 0"

ELEVATION ANALYSIS

8'

PROBLEMS: 1) V2 - WEIGHT MASS IRREGULARITY : SUPER STRUCTURE SITS ON TOP OF CANTILEVER CONCRETE SLAB 2) V3 - VERTICAL GEOMETRIC IRREGULRITY: DIFFRENT SIZES AND DIRECTIONS OF SHEAR WALL BETWEEN 2 SYSTEM 3) V4 - IN-PHASE IRREGULARITY IN VERTICCAL LATERAL FORCE SYSTEM: SOME SHEAR WALLS ON SUPER STRUCTURE DO NOT ALIGN WITH PARKING SHEAR WALLS

S 3.2

nm 5/8” PLYWOOD SHEATHING - FLEXIBLE DIAPHRAGM PARAPET 2X10 SS DFL FLOOR JOIST @16” O.C 2X12 SS DFL RIM JOIST

BLOCKING 2X6 WOOD FRAMING (2) 2X8 DOOR HEADER 8' -0 "

2X6 SILL PLATE

1

" '-0

Instructor: Marta Perlas Ngoc Ma

2

P6

14

nbma@cpp.edu " '-0 20

-0

"

P5

" '-0

8'

16

4

7

"

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

-8

5

P2

" '-0 16

5

7'

6

8'

-0 "

P4

16

6

'-0

"

16

'-0

P1

3

8

12

'-0

16

"

'-0

9

"

'-0

"

8'

-0

"

10

8'

-0

"

14

12

11

'-0

"

12

CONCRETE SLAB - RIGID DIAPHRAGM

7

'-0

P3

"

G

'-4

16

4

10

12

"

'-0

"

30

'-0

"

"

F

'-0 30

P3

" '-0

" "

H

'-4

10

'-0 10

12

2

16

" '-0

PD

"

'-0

30

14

"

'-0

20

9

8'

-0 "

"

3

"

8

'-0

8'

-0

20

"

J

H

PC

16

11

P4

'-0

"

-0 " 8'

P5

P6

PC

P1

14

'-0

"

F

12

20

G

'-0

"

"

1

-8

7'

P2

"

'-0

30

J

PD

AXONOMETRIC ANALYSIS

S 3.3 0’ 2’ 4’

8’

SCALE 1/8” = 1’

16’

nm ARC 321 LECTURE 08 WOOD FRAMING - FALL 2017

REFERENCE: WWW. TAMLYN.COM - PRODUCT FROM TAMLYN COMPANY

5/8” PLYWOOD SHEATHING

ARC 321 LECTURE 08 WOOD FRAMING - FALL 2017

2X6 STUD

TYPICAL 2X6 CORNER STUD FRAMING

5/8” PLYWOOD SHEATHING

2X6 SILL PLATE

TYPICAL STUD AND SILL PLATE TIE

5/8” ACHOR BOLT @ EVERY 4’

12” CONCRETE SLAB

STRONG TIE HOLD DOWN

2X6 SILL PLATE

2X6 SILL PLATE 12” CONCRETE SLAB

Instructor: Marta Perlas

1

2

TYPICAL CORNER WALL DETAIL WITH ANCHOR BOLT SCALE 1 1/2” = 1’ 0” 1” 3”

6”

3

TYPICAL DETAIL AT STUDS AND SILL PLATE SCALE 1 1/2” = 1’

HOLD DOWN DETAIL SCALE 1 1/2” = 1’

Ngoc Ma

12”

nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

REFERENCE: http://seblog.strongtie.com/ DISCUSSION ON STRONG TIE SHEAR WALL PRODUCT

REFERENCE: WWW. HOMECONSTRUCTIONIMPROVEMENTS.COM TJI FRAMING REFERENCE: WWW. TAMLYN.COM - PRODUCT FROM TAMLYN COMPANY

JOIST HANGER 2X12 RIMJOIST TYPICAL TAMLYN RT2A TIES

STRUCTURAL DETAIL

2X8 FLOOR JOIST 2X6 STUD

12” CONCRETE SLAB CONNECTION TO CONCRETE SLAB

4

JOIST HANGER DETAIL SCALE 1 1/2” = 1’

5

DOUBLE TOP PLATE AND STUD CONNECTION SCALE 1 1/2” = 1’

6

S 3.4 SIMPSON STRONG TIE SHEAR WALL DETAIL SCALE 3/4” = 1’

0”1” 3” 6”

12”

nm 130'-0"

W

S S

UP

S

W

G

PROPERTY LINE

30'-0"

18 STEPS @ 6" RISER

18'-0"

PD

STORAGE

ELEVATOR

S

W

S S

S

W W

POWER LINE GAS LINE WATER LINE SEWAGE LINE

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

16'-0"

PARKING ENTRANCE

G

PB

UP 13'-0"

G

18 STEPS @ 6" RISER

18'-0"

COMMUNIAL SPACE

G

30'-0"

MECH. ROOM

W

100'-0"

PC

G

9'-8"

N. SPAULDING AVE.

8'-0"

6'-0"

PROPERTY LINE

W

18'-0"

20'-0"

G

16'-0"

30'-0"

G

16'-0"

14'-0"

16'-0"

10'-0"

PA

WOOD DECKING PROPERTY LINE

P6

P5

P4

P3

P2

EXISTING SIDE WALK

P1

SITE PLAN

SITE PLAN SCALE 1/8" = 1'

0'

4'

8'

16'

32'

M 1.1

Location: West Hollywood, CA - USA Zip Code: 90046 Climate Zone: 9 Lattitude / Longitude: 34.15 degree North, 118.15 degree West Time Zone from Greenwich -8 Source data: WYEC2- C-00009 722880 WMO Station Number Elevation 863 ft

The psychometric chart offers some strategies that should be used to archive indoor thermal comfort without using too much energy. The one highlighted in blue is the goal to reach to make the dwellers feel comfortable. Strategies that are higlighted in yellow are the suggested to achieve the goal

nm

Instructor: Marta Perlas

This chart show the average tempertature of the area in each month and as well as the annual average.

The temperature average ranged from around 35 degree to 92 degree throughout the year. Most of the time through the month, the temperature in the range of 55 to 65. Hotter months falls into April to October, and colder months are from November to March

Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

In the summer, the sun is very intense in the region from morning till evening. The area located in the northern hemisphere so the heat gain most likely comes from the south and the west direction. As the result, shading and overhangs might need to be considered when design on south and west side.

For the winter, from december to june the temperature drops down a little where the blue dots indicates the temperature that is below the comfort zone. To achieve a better thermal comfort, internal heat gain strategies can be designed to bring in natural heat from the outsie to indoor

Pointy orange graphs indicates the windspeed, where the dark orange is the maximum and lighter is the minimum. The outter yellow graph indicates the percent of hours that the site might experience the wind. image source: climate consultant

CLIMATE ANALYSIS

M 1.2

nm Skylight allowing for more daylight for the interior of each unit Open central circulation allows for a better fresh air for ventilation

Electric from the main power source is delivered to the mechanical room in the back before getting into each unit

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu

Metal panels with some perforated panels create a layer to block the heat from the direct sun, especially on the south side

Flat roof may have potentials to install PV panels facing the south side of the project

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

Balcony with vegetation and skylight create a better private space

Gas supply Water Supply Sewage

Roof top

allow for a better air circulation, Outdoor public green space

the site’s soil

INTEGRATED SYSTEM DIAGRAM

M 1.3

nm

U - VALUE CALCULATION ROOF

R- VALUE

WALL

AREA: 557.25 SQ FT.

AREA: 2158 SQ FT.

THROUGH THE JOIST (15%)

THROUGH THE STUD (15%)

INDOOR SURFACE RESISTANCE 3/4” ACOUSTICAL CEILLING 1/2” PLYWOOD 2X12 ROOF JOIST 3/4” EXTERIOR PLYWOOD 3” RIGID INSULATION (3.24/IN) WATER PROOFING MEMBRANE WOOD DECK OUTSIDE AIR FILM (WINTER)

0.61 0.5625 0.62 11.5 0.93 10.2 0.06 0.94 0.17 TOTAL:

INDOOR AIR FILM 2X6 DFL STUD @ 16” 0.C 1/2” GYPSUM BOARD VAPOR BARRIER 5/8” EXTERIOR PLYWOOD OUT DOOR AIR FILM ZINC METAL PANEL

25.59 ~ 25.6

THROUGH THE INSULATION (85%)

R- VALUE

0.68 5.5 0.45 0.06 0.97 0.17 0.61

TOTAL: THROUGH THE INSULATION (85%)

0.5625 0.61 0.62 30 0.93 0.06 10.2 0.94 0.17

5/8” ACOUSTICAL CEILLING INSIDE AIR FILM 1/2” PLYWOOD 9 1/2“ STANDARD FIBERGLASS BATT INSULATION 3/4” EXTERIOR PLYWOOD WATER PROOFING MEMBRANE 3” RIGID INSULATION (3.24/IN) WOOD DECK OUTSIDE AIR FILM (WINTER) TOTAL:

0.68 0.45 0.06 0.97 0.17 0.61 21

INDOOR AIR FILM 1/2” GYPSUM BOARD VAPOR BARRIER 5/8” EXTERIOR PLYWOOD OUT DOOR AIR FILM ZINC METAL PANEL 5.25” HIGH DENSITY FIBERGLAS BATT INSULATION

44.1

TOTAL:

TOTAL ROOF R-VALUE = (15% X 25.6) + (85% X 44.1) = 41.325

TOTAL ROOF R-VALUE = (15% X 8.44) + (85% X 23.94) = 21.615

TOTAL U-VALUE = 1/ 41.325 = 0.024

TOTAL U-VALUE = 1/ 21.615 = 0.046

FLOOR (EXPOSED SLAB WITH R >19)

R- VALUE

GLASS

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

23.94

U- VALUE

AREA: 162.5 SQ FT.

12” UNINSULATED SLAB CONCRETE WITH 60LBS/CU. FT @ 0.52/IN 3.5” RIGID INSULATION INSIDE AIR FILM OUTSIDE AIR FILM (WINTER)

6.24 15 0.61 0.17 TOTAL:

TOTAL U-VALUE = 1/ 22.09 = 0.045

8.44

22.09

DOUBLE GLAZED LOW E WINDOW

0.32

CALCULATION

M 2.1

ARC 332: Environmental Controls Prof. Hofu Wu, Arch.D, FAIA

ARCHITECTURE POMONA California State Polytechnic University

Heating and Cooling Loads Calculation Project Title: WEHO HOUSING

Prepared by: NGOC MA

Location: WEST HOLLYWOOD

Date: APRIL 23RD 2018

Heating Load Calculation Item

Indoor Design Temp. =

Area(SF)

Roof

557.25

Walls

2158

x

U-Value

x

72ºF Delta T

CFM = QCL / ( 1.08 X DELTA T) = 12,166.8/ (1.08 X 50) = 225 CFM ~ 230 CFM

0.024

x

31

x

0.046

x

31

3,077.3

.

x 0.32 0.045 (F2) x

31 31

1,612 777

.

31

6,285.87

.

x 162.5 Floor Slab on Grade 557.25(LF) x 187.75 (CFM) x Infiltration

1.08

x

COOLING LOAD CFM = QHL / (1.08 DELTA T) = 14,189 / (1.08 X 20) = 656.9 CFM ~ 700 CFM

.

x

Glass

414.6

.

GOVERNING : COOLING LOAD 1 TON = 12,000 BTU/H SENSITBLE HEAT GAIN = 13,789 13,789 X 1.2 = 16,546,8 16,546.8 BTU/H / 12,000 = 1.38 ~ USE 1.5 TONS

.

(

)

x

x

.

(

)

x

x

.

USE 700 CFM AS DICTATE SYSTEM

12,166.8

TOTAL HEATING LOAD Indoor Design Condition = 78ºF

Cooling Load Calculation -

.

Outdoor Design Condition = 91/68

Item Transmission: Roof ( ) Roof ( E) Wall (N ) Wall (W) Wall ( S ) Wall ( )

Area(SF)

x

U-Value

x

DETD

= BTUH

.

557.25 770 218 770 400

x x x x x x

0.024 0.046 0.046 0.046 0.046

x x x x x x

33 6 13 6 13

441.3 212.52 130.4 212.52 239.2

. . . . . .

Solar Transmission: Glass (N) Glass ( ) Glass ( ) Glass ( )

Area(SF)

x x x x x

DCLF

3087.5

. . . .

2043. 25

. .

162.5

19

Outside Air: Infiltration 185.75 (SF) x or Mech.Vent.

(CFM) x Internal Heat Gain: Light Equipment People

11

.

(infil. factor.) (vent.factor.)

no. fixtures x no. lamps x no wattage = 5 x 5 x 40 = 1000

1000 (watts) x 3.4 x (1.20 Ballast Factor) 835.875 (watts) x 3.4 (no.) x 250 (sensible heat) 2

Total Sensible Heat Gain People

2

(no.) x

Total Latent Heat Gain

200

(latent heat)

4080 2842 500

. . .

13,789

.

400 400

. .

Sensible Heat Ratio (SHR) = (Tot. Sensible Heat Gain) / (Tot. Sen. Heat Gain + Tot. Latent Heat Gain) = 0.97 TOTAL COOLING LOAD (Sensible + Latent)

14,189

VOLUME : 11,145 CFM / 60 MINS/ HOUR = 185.75 CFM

nm

HEATING LOAD

Outdoor Design Temp. = 41ºF = BTUH

INFILTRATION

BTUH

REQUIRED CFM

Instructor: Marta Perlas

TOTAL CFM = 700 CFM DUCT SIZE = 6” ROUND DIAMETER DUCT POWDER ROOM 40 SQ FT / 1115 SQFT = 0.036 0.036 X 700 CFM = 25.2 CFM ~ USE 50 CFM LIVING ROOM

263 SQ FT / 1115 SQFT = 0.24 0.24 X 700 CFM = 168 CFM ~ USE 200 CFM

KITCHEN

88 SQ FT / 1115 SQFT = 0.08 0.08 X 700 CFM = 56 CFM ~ USE 100 CFM

BEDROOM

220 SQ FT / 1115 SQFT = 0.2 0.2 X 700 CFM = 140 CFM ~ USE 150 CFM

BATH

40 SQ FT / 1115 SQFT = 0.036 0.036 X 700 CFM = 25.2 CFM ~ USE 50 CFM

STAIR AREA

148 SQ FT / 1115 SQFT = 0.13 0.13 X 700 CFM = 91 CFM ~ USE 100 CFM

AIR DUCT CALCULATOR CFM

FRICTION LOSS

700 200 150 100 50

1.60 1.60 1.60 1.60 1.60

DUCT DIAMETER Ø 6” Ø 4” Ø 2“ Ø 2“ Ø 2“

Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

CALCULATION

M 2.2

nm

20'-0" 6'-9"

5'-10"

2'-6"

2'-4"

5'-10"

2'-0"

20'-0"

50 CFM

RETURN DUCT UP SUPPLY DUCT UP

BED ROOM

10'-10"

LIVING ROOM

6'-2"

3'-4"

8'-6"

AIR HANDLING UNIT

20'-0"

2'-2" 150 CFM

12'-0"

4'-0"

2'-4" 6'-4"

BALCONY

50 CFM 3'-0"

8'-0"

1'-3" 1'-3"

8'-10"

100 CFM

11'-2"

100 CFM

Instructor: Marta Perlas

38'-6"

4'-0"

100 CFM

DN

Ngoc Ma nbma@cpp.edu

3'-6" 100 CFM

16

15

15

11'-6"

14

14

12

12

11

11

10

10

9

9

8

8

7

7

5

19'-2"

6

WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046 13'-4"

13

18'-6"

13

6 5

4

4

3

3

2

2

1

1

UP 3'-0"

4'-2"

HVAC PLAN UNIT 1 - LEVEL 1 SCALE 3/8" = 1'

0'

1'

2'

4'

8'

UNIT 1 - LEVEL 1 SCALE 3/8" = 1'

0'

1'

2'

4'

8'

M 2.3

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

HVAC SPECS

M 2.4

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046 STUDIO UNIT ELECTRICAL PLAN SCALE 1/4" = 1'

DESIGN CONCEPT THE MAIN CONCEPT OF THE LIGHTNING DESIGN IS TO CREATE LAYERS OF BRIGHTNESS THROUGHOUT THE SPACE WITH THE LIGHT DISTRIBUTED EVENLY AND ACCORDINGLY TO THE USAGE.

1 BED ROOM UNIT LEVEL 2 ELECTRICAL PLAN

1 BED ROOM UNIT LEVEL 1 ELECTRICAL PLAN

SCALE 1/4" = 1'

SCALE 1/4" = 1'

0' 1' 2'

4'

8'

TASK LIGHT THIS TYPE OF LIGHT PROVIDE AN ADDITIONAL LIGHT FOR A SPECIFIC PURPOSE OF EACH SPACE. THESE ARE PLACED IN UNIQUE LOCATIONS SUCH AS IN KITCHEN, POWDER AND BATH ROOM

AMBIENT LIGHT

ACCENT LIGHT

THIS TYPE OF LIGHT PROVIDES THE MAIN LIGHT SOURCE THAT IS DISTRIBUTED EVENLY. RECESSED LIGHTS ARE USED FOR THIS PURPOSE AND PLACED IN LIVING, DINING SPACE, BEDROOM AND HALLWAY

SECONDARY MAIN LIGHT SOURCE IN THE UNIT THAT ARE PLACED ON THE WALL OF THE LIVING ROOM AND THE BEDROOM. IT COMES WITH LED STRIPS THAT ARE INSTALLED RECESSED INTO THE WALLS.

LEGEND PENDANT LIGHT

AMBIENT LIGHT TASK LIGHT

LIGHTNING CONCEPT

ACCENT LIGHT

E 1.1

nm

$VS$VS

WP

C

$3

$3

TV

S

$D $

Instructor: Marta Perlas

TV

WP

$3D$VS

$VS

WP

$D $D $vs

$VS $VS

$3

$

$D

C

S

Ngoc Ma $3

$3

$VS

nbma@cpp.edu

$3

$$

STUDIO UNIT ELECTRICAL PLAN SCALE 1/4" = 1'

1 BED ROOM UNIT LEVEL 2 ELECTRICAL PLAN

1 BED ROOM UNIT LEVEL 1 ELECTRICAL PLAN

SCALE 1/4" = 1'

SCALE 1/4" = 1'

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

4'

8'

LUMEN

CRI

CCT

EFFICACY

0' 1' 2'

LEGEND SINGLE SWITCH

SECURITY SYSTEM CONTACT

$3

3 - WAY SWITCH

TELEPHONE

$3D

3 - WAY SWITCH WITH DIMMER

TASK LIGHT

$D

DIMMER SWITCH

110V CONV ARC FAULT CIRCUIT N INTERRUPTED DUPLEX OUTLET

$VS

SINGLE SWITCH WITH VACANCY SENSOR

ROUND RETURN

CABLE

THERMOSTAT

RECESSED CEILING FIXTURE

WP

S C

WEATHERPROOF GROUND FAULT INTERRUPTED DUPLEX OUTLET SMOKE DETECTOR CO2 DETECTOR

TV

$

PENDANT LIGHT

MODEM SECURITY SYSTEM CONTACT TELEPHONE

TOTAL WATTS

LUMINAIRE TYPE

PENDANT LIGHT

LUIS POULSEN SLIM ROUND SUSPENDED

3

13.0

39.0

1092

90

3000K

84lm/W

RECESSED DOWN LIGHT

LUIS POULSEN SLIM ROUND SEMI RECESSED

17

13.0

221.0

1089

90

3000K

84lm/W

ARTEMIDE LINEFLAT WALL

7

9.8

68.6

437

80

3000K

44.6lm/W

ROUND DIFFUSER

SOFFIT

QUANTITY

TYPE

TASK LIGHT

FOR 1 UNIT

WATTS

ELECTRICAL PLAN

E 1.2

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

PRODUCTS SPECIFICATION

E 1.3

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

DAY TIME

NIGHT TIME PERSPECTIVE

E 1.4

2'

3'

1'

2'

3'

20'-0"

1'

nm

20'-0"

13'-2"

5'-2"

J 8'-0"

1'-6"

5'-2" 20'-0"

12'-6"

I

3'-0" 5'-2"

H

38'-6"

10'-8"

I

2'-0"

8'-0"

1'-8"

2'-8"

2'-0"

J

H

18'-6"

G

ADJACENT UNIT LIVING ROOM

nbma@cpp.edu

ADJACENT UNIT LIVING ROOM

3'-2"

G

3'-0"

F OUTSIDE CORRIDOR

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

F

8'-6"

8'-6"

Instructor: Marta Perlas Ngoc Ma

13'-6"

11'-6"

OUTSIDE CORRIDOR

1 BED ROOM UNIT SCALE 1/4" = 1'

0' 1' 2'

4'

8'

LEGEND STC 48 STC 50 STC 52 STC 54-56

ACCORDING TO TABLE 19.14 CRITERIA FOR AIRBOR SOUND INSULATION OF PARTITION BETWEEN DWELLING UNITS, THE STC VALUE FOR THE WALLS BETWEEN EACH PROGRAM OF ONE UNIT TO THE OTHER MOSTLY HAVE THE VALUE OF 52 MINIMUM. HOWEVER, WITHIN THIS CHOSEN STUDY UNIT, IT HAS THE NORTH SIDE OPENS TO THE OTHER, SO THE WALL RATED CAN BE AS LOW AS 48.

STC DIAGRAM

ACOU 1.1

nm

FOR FLOOR-CEILING ASSEMBLIES, MOSTLY THE CONSTRUCTION IS REQUIRED TO HAVE STC RANGING FROM 54 TO 56. SINCE, A PUBIC DECK IS INLCUDED IN THE PROJECT AND PLACED ON TOP OF UNITS, THIS IS CONSIDERED AS FAMILY ROOM TO GET THE VALUE OF 56 STC. REGULAR ROOF TO OTHER UNIT PROGRAMS HAS THE VALUE OF 48.

Instructor: Marta Perlas

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

0' 2' 4'

8'

16'

Ngoc Ma

STC 48

nbma@cpp.edu STC 50

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

STC 54 - 56

1 A 4.2

2 A 4.2

STC DIAGRAM

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

0' 2' 4'

8'

16'

ACOU 1.2

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu PARTI WALL - DOUBLE WOOD STUD 2) 2X 4 STUDS PLACING AT 16 IN O.C ON 2X4 BOTTOM PLATE 3) 1 INCH AIR SPACE BETWEEN 2 STUD WALL 4) 1 LAYER OF 5/8” GYPSUM BOARD ON EACH SIDE OF THE STUD WALL 5) BATT INSULATION IS PLACED IN BOTH STUDS THIS CONSTRUCTION TYPE HAS STC RATING OF 56-59 ACCORDING TO TABLE 5-16

STAGGERED WOOD STUDS 1) 2X6 BOTTOM PLATE 2) 2X4 STAGGERED WOOD STUDS PLACING AT 16 IN O.C

FLOOR CONSTRUCTION TYPE 1) 3/4 INCH ACOUSTICAL BOARD AS THE CEILING FINISH 2) 1/2 INCH PLYWOOD

3) CAVITIES FILLED INSUALTION ECOTOUCH QUIET ZONE PINK FIBERGLASS

3) 2X12 SOLID WOOD JOIST PLACING AT 16 INCH O.C

4) ONE SIDE WITH 1/2” X DRYWALL , AND ONE SIDE WITH DOUBLE LAYER 1/2” TYPE X DRYWALL.

4) 3/4” PLYWOOD SHEATHING

THIS CONSTRUCTION TYPE HAS STC RATING OF 53 ACCORDING TO TABLE 5-16

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

5) BUILDING PAPER (WATER PROOFING MEMBRANE) 6) 1 1/2” LIGHT WEIGHT CONCRETE 7) MARMOLEUM FLOOR FINISH THIS CONSTRUCTION TYPE HAS AN ESTIMATED STC RATING A MINIMUM OF 54

CONSTRUCTION DETAIL

ACOU 1.3

LIVING ROOM SURFACE/ MATERIAL AREA OR VOLUME CEILING

125 Hz

250 Hz

500 Hz

1000 Hz

2000 Hz

4000 Hz

0.76

0.93

0.83

0.99

0.99

0.94

AREA: 544 SQ FT.

413.44

505.92

451.52

538.56

538.56

511.36

GYPSUM BOARD , 1/2" THICK (NAILED TO 2X4S) 16 IN O.C

0.29

0.1

0.05

0.04

0.07

0.09

3/4" ACOUSTICAL BOARD

STAGGERED WOOD STUDS CONDITION

125 Hz

SURFACE/ MATERIAL AREA OR VOLUME CEILING

148.77

51.3

25.65

20.52

35.91

46.17

GYPSUM BOARD , 5/8" THICK, 16 IN O.C WITH AIRSPACE FILLED WITH FIBROUS

0.55

0.14

0.08

0.04

0.12

0.11

250 Hz

500 Hz

1000 Hz

0.83

0.99

0.99

0.94

AREA: 230 SQ FT.

174.8

213.9

190.9

227.7

227.7

216.2

GYPSUM BOARD , 5/8" THICK, 16 IN O.C WITH AIRSPACE FILLED WITH FIBROUS

0.55

0.14

0.08

0.04

0.12

0.11

AREA: 399 SQ FT.

219.45

55.86

31.92

15.96

47.88

43.89

GLASS WALL (HEAVY PANE)

0.18

0.06

0.04

0.03

0.02

0.02

AREA: 126 SQ FT.

22.68

7.56

5.04

3.78

2.52

2.52

DOOR (WOOD)

0.19

0.14

0.09

0.06

0.06

0.05

AREA: 42 SQ FT.

7.98

5.88

3.78

2.52

2.52

2.1

FLOOR (MARMOLEUM)

0.01

0.01

0.02

0.02

0.02

0.02

AREA: 230 SQ FT.

2.3

2.3

4.6

4.6

4.6

4.6

AIR (30% RH)

nil

nil

0.0002

0.0005

0.0012

0.0034

2070 CU FT.

0

0

0.41

1.03

2.48

7.04

FURNITURE WITH PEOPLE

1.7

2.7

3.3

3.8

3.7

3.6

7.4

7.2

247.5

63

36

18

54

49.5

WINDOW (HEAVY PANE)

0.18

0.06

0.04

0.03

0.02

0.02

AREA: 60 SQ FT.

10.8

3.6

2.4

1.8

1.2

1.2

DOOR (WOOD)

0.19

0.14

0.09

0.06

0.06

0.05

AREA: 21 SQ FT.

3.99

2.94

1.89

1.26

1.26

1.05

FLOOR (CONCRETE)

0.01

0.01

0.02

0.02

0.02

0.02

AREA: 544 SQ FT.

5.44

5.44

10.88

10.88

10.88

10.88

AIR (30% RH)

nil

nil

0.0002

0.0005

0.0012

0.0034

2 PEOPLE

3.4

5.4

6.6

7.6

4896 CU FT.

0

0

0.98

2.45

5.87

16.64

TOTAL SABIN

430.61

290.9

243.25

263.19

FURNITURE WITH PEOPLE

1.7

2.7

3.3

3.8

3.7

3.6

0.41

0.28

0.24

0.26

TOTAL SABIN ALPHAR-BAR SUM SURFACES 2132 SQ FT. REVERERATION TIME (SECOND)

3.4

5.4

6.6

833.3

637.6

535.9

0.39

0.29

0.25

7.6 601.1 0.26

4000 Hz

0.93

AREA: 450 SQ FT.

2 PEOPLE

2000 Hz

0.76

3/4" ACOUSTICAL BOARD

DOUBLE WOOD STUD CONDITION - PARTI WALL

AREA: 513 SQ FT

DOUBLE WOOD STUD CONDITION - PARTI WALL

BED ROOM

ALPHAR-BAR SUM SURFACES

7.4

7.2

1027 SQ FT.

655.1

644.0

REVERERATION TIME (SECOND) 0.05 X V / TOTAL SABIN

0.30

0.30

0.24

0.35

0.42

0.39

295.1

283.55

0.29

0.28

0.35

0.36

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu

NOISE REDUCTION CALCULATION 0.29

0.38

0.45

0.40

CALCULATION ANALYSIS THE REVERBATION TIMES IN EACH CONDITION IN THE LIVING ROOM AND THE BEDROOM FALL MOSTLY IN THE RANGE OF 0.2 TO 0.4 (EXCEPT ONE TIME AT 500 HZ IN LIVING ROOM AND 500 HZ IN THE BEDROOM).

THIS MEANS THAT THE ROOM IS CONSIDERED AS ORDINARY ROOM WITH THIS REVERBATION TIME VALUE. IF THE VALUE IS LESS THEN 0.2, THE ROOM IS "ACOUSTICALLY LIVE", WHEREAS WITH VALUE OF MORE THEN 0.4, THE ROOM IS "ACOUSTICALLY DEAD"

THE UNIT CONSTRUCTION HAS TWO TYPE OF DIFFERENT WALL CONSTRUCTION INCLUDING: THE DOUBLE STUD WALL SERVING AS PARTI WALL AND STAGGERED EXTERIOR WALL (ONLY APPLIED WHEN THE UNITS ARE ADJACENT TO THE OUTSIDE).

0.37

0.38

THE MAIN IDEOLOGY BEHIND THE PLACEMENT OF EACH UNIT INSIDE THIS HOUSING PROJECT IS THE "REVERSED PROGRAMS". IN THIS CONDITION, THE COMMON SPACE AND THE PRIVATE SPACE ARE ROTATED AND SWITCHED. THIS MEANS THAT THE LIVING ROOM OF THIS UNIT WILL BE ADJACENT TO THE OTHER UNIT'S CORRIDOR, AND OR SOMETIMES THE BEDROOM OF THIS UNIT IS ADJACENT TO THE OTHER UNIT'S OUTDOOR SPACE OR CORRIDOR

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

THE WALL THAT IS SHARED FROM ONE UNIT LIVING ROOM AND THE OTHER UNIT CORRIDOR HAS THE DIMENSION OF 20 FT LENGTH X 9 FT HEIGHT. AND FROM THE CALCULATION CHART, THE TOTAL SABIN AT 1000HZ IN THE LIVING IS 601.01. ASSUME THAT THE INTENSITY LEVEL (IL) IN THE ROOM IS 75 dB. THE WALL IS THE DOUBLE STUD WALL SO THE TL VALUE IS 56.

NR= TL - 10 LOG (S/AR) = 56 - 10 LOG [(20 X9) / 601.1] = 56 - 10X (-0.52) = 56 - (-5.2) = 56 + 5.2 = 61.2 NR = IL UNIT 1 - IL UNIT 2 IL UNIT 2 = IL UNIT 1 - NR IL UNIT 2 = 75 dB - 61.2 dB IL UNIT 2 = 13.8 dB NOISE REDUCTION: 13.8 / 75 X 100% = 18.4% SO WITH THE DOUBLE STUDS WALL, THE NOISE OF 75 dB AT 1000 HZ IS REDUCED DOWN TO 13.8 dB TO THE NEXT ROOM. THE NOISE IS REDUCED ALMOST 82% . THIS PARTI WALL OFFERS A VERY NOISE REDUCTION FROM UNIT TO THE OTHER.

ACOUSTIC CALCULATION

ACOU 1.4

2'

3'

1'

2'

3'

20'-0"

1'

nm

20'-0"

13'-2"

5'-2"

J 8'-0"

1'-6"

5'-2" 20'-0"

12'-6"

I

3'-0" 5'-2"

H

38'-6"

10'-8"

I

2'-0"

8'-0"

1'-8"

2'-8"

2'-0"

J

H

nbma@cpp.edu

18'-6"

G

G 3'-2"

3'-0"

F 8'-6"

0' 1' 2'

HOT WATER LINE COLD WATER LINE WASTE WATER LINE CLEAN OUT EXHAUST VENT

WATER SUPPLY: IN THE CITY OF WEST HOLLYWOOD, THE WATER SUPPLY IS PRESSURIZED AT 50 PSI, SO WATER PUMP IS NOT NEEDED FOR THIS HOUSING PROJECT. THE MAIN WATER SUPPLY FOR EACH UNIT HAS THE PIPE OF 1 IN. DIAMETER, AND THE WATER SUPPLY PIPES INSIDE HAVE THE SIZE OF 1/2” DIAMETER. ALSO, HOT AND COLD WATER PIPES ARE REQUIRED TO HAVE INSULATION.

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

F

8'-6"

1 BED ROOM UNIT SCALE 1/4" = 1'

Instructor: Marta Perlas Ngoc Ma

13'-6"

11'-6"

4'

8'

PLUMBING PLAN

P 1.1

2'

3'

1'

2'

3'

20'-0"

1'

nm

20'-0"

13'-2"

5'-2"

J 8'-0"

1'-6"

5'-2" 20'-0"

12'-6"

I

3'-0" 5'-2"

H

38'-6"

10'-8"

I

2'-0"

8'-0"

1'-8"

2'-8"

2'-0"

J

H

nbma@cpp.edu

18'-6"

G

G 3'-2"

3'-0"

F 8'-6"

1 BED ROOM UNIT SCALE 1/4" = 1'

COLD WATER LINE WASTE WATER LINE CLEAN OUT EXHAUST VENT

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

F

8'-6"

0' 1' 2'

HOT WATER LINE

Instructor: Marta Perlas Ngoc Ma

13'-6"

11'-6"

4'

8'

WASTE DRAINAGE SYSTEM THE PIPE HAS THE FLOW OF 1/8 IN/ FT SLOPE THE PIPE IN EACH UNIT HAS THE DIMENSION OF 2 IN DIAMETER. THESE PIPES ARE IN SECOND AND THIRD FLOOR. THEN THESE PIPES ARE CONNECTED TO A BIGGER PIPE BEFORE DELIVER THE WASTE TO THE MAIN PIPE OF THE CITY THAT IS LOCATED ON THE MAIN STREET. THIS PIPE IS 10 IN .

EXHAUST VENT 1 1/2 INCH VENT TO ROOF 6 IN VENT FOR DRYER

WASTE SYSTEM PLAN

P 1.2

nm T.O. ELEVATOR +

42' - 0"

STACK VENT FOR BATHROOMS ROOF DECK

4”

+

30' - 0"

2”

2”

2” 2”

THIRD LEVEL +

3”

20' - 0"

8”

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu

2”

SECOND LEVEL

2”

+

3”

10' - 0"

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

10”

COLD WATER LINE FOR REFRIDGERATOR

WATER SUPPLY FOR KITCHEN SINK

MAIN DRAINAGE TO THE CITY

GROUND LEVEL +

RISER DIAGRAM SCALE 1/4" = 1'

0' 1' 2'

4'

8'

WASTE SEWAGE SYSTEM DIAGRAM SCALE 1/4" = 1'

0' 1' 2'

4'

0' - 0"

8'

PLUMBING SECTIONAL DIAGRAM

P 1.3

nm

Instructor: Marta Perlas Ngoc Ma nbma@cpp.edu WeHo Housing 1051 N. Spaulding Ave West Hollywood, CA 90046

WATER CONSUMPTION ROOM

FIXTURES

PRODUCT NAMES

WATER USAGE

BATHROOM

TOILET

KOHLER VEIL WALL HUNG ONE-PIECE TOILET

0.8 OR 1.6 GPF

BATHROOM

FAUCET

KOHLER COMPOSED TALL SINGLE HANDLE TALL BATHROOM FAUCET

1.2 GPM

BATHROOM

KITCHEN

KITCHEN

SHOWER HEAD

KOHLER HYDRORAIL-R-MOXIE-FLIPSIDE ARCH SHOWER COLUMN KIT

FAUCET

KOHLER SENSATE TOUCHLESS PULL DOWN KITCHEN SINK FAUCET

WASHER/DRIER

MIELE PW 6088 PLUS EL LP

2.0 GPM

1.5 GPM

EQUIPMENT SPECIFICATION

DRUM VOLUME 2.08 CUBIC FEET

P 1.4