West Hollywood Housing Project by Yael Flores

WEST HOLLYWOOD MULTI-FAMILY HOUSING

DESIGNER JOSE YAEL FLORES CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 STUDIO CONSULTANT DENNIS MCFADDEN, AIA CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 CONSTRUCTION CONSULTANT MICHAEL FOX CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 CODES CONSULTANT ANDREW J. THUL, PE CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 STRUCTURE CONSULTANT MARC SCHULITZ CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 ENVIRONMENT CONSULTANT HOFU WU CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 Jose Yael Flores jfloresperez@cpp.edu West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

No.

Description

Date

Title:

01 10 May, 2017

Project number Date

Drawn by Revision number

Scale

6/1/2017 10:23:29 PM

24 X 36 J. Yael Flores 00

Size

VICINITY MAP

Sheet List

SYMBOLS LEGEND

Sheet Number

DRAWING NUMBER (TYP.)

SIM

1 A101

A101

A-A

A4.03

A5.01

SHEET NUMBER (TYP.)

Wall Section

Building Section

Detail Reference

1 SITE

Interior Elevation Designation A B

D C

Interior Elevations

Column Grids

North Arrow CORRESPONDING REVISION NUMBER ON SHEET TITLEBLOCK

Section Callout

Section Callout SETBACKS PROPERTY LINE

OWNER

PROJECT MANAGER

CONSTRUCTION MANAGER

MEP ENGINEER

KIP DICKSON 3801 W. TEMPLE AVE. POMONA, CA 91768 KADICKSON@CPP.EDU DENNIS MCFADDEN 3801 W. TEMPLE AVE. POMONA, CA 91768 D4MCFADDEN@GMAIL.COM MICHAEL FOX 3801 W. TEMPLE AVE. POMONA, CA 91768 MFOX@CPP.EDU HOFU WU 3801 W. TEMPLE AVE. POMONA, CA 91768 HW@CPP.EDU

STRUCTURAL ENGINEER

MARC SCHULITZ 3801 W. TEMPLE AVE. POMONA, CA 91768 MSCHULITZ@CPP.EDU

CODE ANALYST

ANDREW J.THUL 350 S. GRANDE AVE, SUITE 3310 LOS ANGELES,CA 90071 ATHUL@COSENTINI.COM

DOOR

GLAZING

Exterior Material References

Revision Cloud

Title Sheet General Notes General Notes Code Analysis Code Analysis Code Analysis Code Analysis Code Analysis Code Analysis Code Analysis Site Plan Foundation Plan Parking Plan First Level Floor Plan Second Level Floor Plan Third Level Floor Plan Roof Plan Elevations Elevations Interior Elevations Sections Enlarged Wall Section Enlarged Plans Section Enlarged Plans Section Interior Elevations Interior Elevations Interior Elevations Reflected Ceiling Plan Key Details Schedules Vertical Circulation Vertical Circulation Interior Perspectives Exterior Elevation Interior Elevation Rendered Section Electrical Drawings Mechanical Drawings Framing Plans Framing Plans

PROJECT INFORMATION APN NO: 5530-015-029 & 5530-015-030 OCCUPANCY GROUP: R-2 TYPE OF CONSTRUCTION: l & V ZONING: R-3B LOT SIZE: 13,000 SQ. FT. PROPOSED AREA: 9,000 SQ. FT. PROPOSED FOOTPRINT: 6,700 SQ. FT. STORIES: 3 DENSITY: R-3B ZONE10 UNITS ALLOWED 1DU/1,1210SF OF LOT. LOT= 13,000/1,120=10.7 14 UNITS PROVIDED (WEHO SEC 19.22.050 AFFORDABLE HOUSING INCENTIVES)35% DENSITY INCREASE = +4 UNITS (10+4=14)10% VERY LOW INCOME = 10 BASE UNITS X.1= 1 VERY LOW INCOME UNIT

No.

Revision 1

Description

Date Date 1

DEVELOPMENT INCENTIVES: OMISSION OF 25' SETBACK AT FRONT YARD. PROJECT DENSITY: -14 UNITS -7 FLATS: 1 BEDROOM -7 TOWNHOMES: 2 BEDROOM -PARKING: 24 SPACES GREEN LIST HOUSING INCENTIVES: (WeHo Sec 19.20.060 C3)MULTI FAMILY RESIDENTIAL = ONE INCENTIVE PERMITTES - 1-NOT USED AFFORDABLE HOUSING INCENTIVES: (WeHo Sec 19.22.050 AFFORDABLE HOUSING INCENTIVES)10% VERY LOW INCOME = TWO INCENTIVES PERMITTED 1-10% FRONT SETBACK REDUCTION 2 - NOT USED SETBACKS: FRONT: AVERAGE OF TWO ADJACENT BUILDINGS = 25 FT 25 FT REQUIRED 15 FT PROVIDED -AFFORDABLE HOUSING INCENTIVE USED SIDE: 5 FT 3 STORIES 5 FT ALLOWED - 5 FT PROVIDED REAR: 15 FT ALLOWED -15 FT PROVIDED

Title:

Title Sheet 01 10 May, 2017

Project number Date

PRIVATE OPEN SPACE: MINIMUM 120 SF PER UNIT, 7 FOOT MIN DIM. SEE UNIT AREA DIAGRAMS THIS SHEET.

Size

PERMEABLE SURFACE AREA: SEE SITE PLAN A-1.01

Revision number

24 X 36 J. Yael Flores 00

Drawn by

A 0.1 Scale

6/1/2017 10:23:50 PM

PROJECT CONSULTANTS

A 0.1 A 0.2 A 0.3 A 0.4 A 0.5 A 0.6 A 0.7 A 0.8 A 0.9 A 0.10 A 1.1 A 1.2 A 1.3 A 1.4 A 1.5 A 1.6 A 1.7 A 2.1 A 2.2 A 2.3 A 3.1 A 3.2 A 4.1 A 4.2 A 4.3 A 4.4 A 4.5 A 4.6 A 5.1 A 6.1 A 7.1 A 7.2 A 9.1 A 9.2 A 9.3 A 9.4 E1.1 M1.1 S1.1 S1.2

Sheet Name

BUILDING DEPARTMENT 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. 14. GC shall guarantee for a period of 2 years after the date of substantial completion that all work will be of the highest quality except where otherwise specified. Any manufacturing problems including but not limited to seam separation, faulty hardware, inferior finishes, blistering, delimitation will be corrected at no charge to Owner. Corrections must be of the highest quality so that corrections are not obvious to the Architect of Client. This guarantee is only for manufacturing defects an not for wear & tear or damage done by Client. Roofing installation shall be guaranteed for 5 years. 15. Insurance required of Contractor shall comply with the following additional requirements: Contractor shall carry builders risk "All Risk" insurance to cover the cost of this work. Architect shall be presented with certificates of Contractor's insurance and Owner's fire and extended coverage at the time of signing of the Contract. Statutory Workers' Compensation including Employers Liability Coverage: Contractor shall maintain insurance to afford protection for all claims under the California Worker's Compensation Act an other employee benefit acts, and in addition shall maintain employers liability insurance for minimum limit of $1,000,000.00. Automobile and Vehicle Liability, including all Owner, Hired, and Non-Owner Automobiles and Vehicles, with minimum coverage limits as required above for Comprehension Broad Form General Liability Insurance. Owner shall be given written notice not less than thirty (30) days prior to the effective date of any cancellation or any material change in all such insurance, as evidenced by return receipt of a registered letter to Owner. 16. Safety: All Contractors and/or their sub-contractors performing work on the premises shall be responsible for initiating, maintaining, & supervising a reasonable and prudent safety program including, but not limited to the isolation of work areas and the prompt removal of any debris or tools which might the necessary components for construction safety Safety, care of adjacent properties during construction, compliance with state and federal regulations regarding safety, and compliance is and shall be, the Contractor's responsibility. Provide barricades around all new and existing openings where required or necessary for safety, per CAL-OSHA or other governing requirements. 17. It is the sole responsibility of the General Contractor to provided all approved barricading, conform to all governing, requirements, and maintain required lights, warning and directional signs and other protection near and about site of work as may be required by all governing authorities having jurisdiction. 18. Seismic: Provide seismic restrains and engineering for all mechanical, electrical and plumbing equipment as required by code. 19. All work shall be done to the highest standard of craftsmanship by journeymen of the respective trades. 20. Removals: Carefully remove work to be salvaged or reinstalled and store under cover. Al equipment to be removed will be saved for Owner's inspection. 21. Contractor shall coordinate the work of all trades involved in the ceiling work to insure clearances for fixtures, ducts piping, ceiling suspension systems, etc.., necessary to maintain the finished ceiling heights indicated on the construction drawings. 22. The Contractor shall provide all measures necessary to protect the structure and adjacent structures during construction. Such measures shall include, but are not limited to bracing, shoring for loads, etc.. The Contractor shall engage properly qualified persons to determine where an how temporary precautionary measures shall be used and inspect same in field. 23. At the completion of work each day all debris shall be removed from the premises and all areas shall be left in a broom clean condition. 25. The GC shall provide all necessary protection for his work until turned over to the Owner. the General Contractor shall repair or replace any item damaged during the course of construction by his following: 26. General Contractor shall install all items provided by Owner, including but not being limited to the a. Surface mounted light fixtures. 27. Where no specific detail is shown, the construction shall be similar to that indicated or noted for similar conditions. Any design which fails to be clear or is ambiguous must be referred to the Architect for interpretation or clarification. 28. The Contractor must meet the following criteria in order for the job to be complete. Obtain final approval from the building inspector. Obtain an occupancy certificate and complete all items from the Architect's and Owner's substantially complete punch list. The start date shall be agreed upon at the signing of the contract. 29. Upon completion of the work, conduct an operating test. Demonstrate that all equipment is operating in a satisfactory manner in accordance with the manufacturer's operating instructions. 30. The architectural Drawings show principal areas where work must be accomplished under this Contract. Incidental work may also be necessary to areas not shown on the Architectural Drawings due to changes affecting existing mechanical, electrical, plumbing, telephone, cable TV and other systems. Such incidental work is also part of this Contract. Inspect those areas, ascertain work needed, and do that work in accordance with Contract requirements at no additional cost. 31. Contractor to provide complete job, including all trim, transition strips, shims, backing, etc.. not specifically called out but required by code an/or to perform top quality work. These items shall be the responsibility of the Contractor at no additional cost. 32. The Contractor shall relocate drainage and sewer lines, water, gas and other utility or electric service lines, piping, or conduits and ventilation ducts in the way of new work, and see that all such services which are to be removed are correctly capped or plugged and made gas and water tight according to the applicable requirements of the governing authorities or utility firms. Such services to remain in place shall be relocated or rerouted by contractor and this requirement applies to both exposed and concealed services whether or not indicated on Drawings. 33. All finish materials shall be protected at all times against subsequent damage, until final acceptance by the building Owner. Cover and protect surfaces of rooms and spaces turned over for the work. The existing facilities, contents, improvements on the site, work in progress, stored materials (including property adjacent to the site shall the Contractor. This includes protection against damage arising from dust, dirt, fumes, weather, damage, and vandalism as work progresses. All damage so occurring shall be repaired to satisfaction of Architect & Owner or damaged items replaced by the contractor at no cost to the Owner. 34. SUBMITTALS: All submittals to the Architect shall be made by the GC (not by the subcontractor), with a dated transmittal form at least 10 days before the date the reviewed submittal will be needed back from Architect. 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: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

1. Doors that swing over a landing/porch require a landing not less than 44" in length of travel and not more than 1 2" below the threshold. Doors that do not swing over top step or landing may open on a landing or top step that is not more than 7-1/2" max.. below floor level. 2. Provide fire blocking in accordance with Chapter 7 in the following locations: 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. 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.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 Glendale or by I.C.C. and paid for by the contractors, shall be employed for masonry concrete and structural steel work, including welding, on the job. 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 ASILY 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. 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.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. 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. 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 FIRESTOPPED 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. DUCTS PENETRATING A FIRE BARRIER WALL MUST HAVE FIRE DAMPERS, CBC 508.4 SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS 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. a. EXTEND VERTICALLY FROM THE FOUNDATION TO A POINT 30 INCHES ABOVE THE ROOF. (504.6.4) 47. 2-HR AREA SEPARATION WALL WILL 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. 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 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA FIRE CODE GLENDALE BUILDING AND SAFETY CODE, 2014 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. BUILDING DEPARTMENT NOTES: 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

No.

Description

Date

APPLICABLE CODES 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA FIRE CODE WEST HOLLYWOOD MUNICIPAL CODE, 2016

Title:

General Notes 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 0.2 Scale

6/1/2017 10:25:00 PM

GENERAL NOTES:

FIRE NOTES:

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. 3 FIRE DEPARTMENT PERMIT APPLICATION FORM: HTTP://FIRE.CI.WESTHOLLYWOOD.CA.US/PDF/FIREPERMITAPPLICATION.PDF

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, 2016 EDITION: PART 1 BUILDING STANDARDS ADMINISTRATIVE CODE (CAC) PART 2 CALIFORNIA BUILDING CODE (CBC) PART 3 CALIFORNIA ELECTRICAL CODE (CEC) PART 4 CALIFORNIA MECHANICAL CODE (CMC) PART 5 CALIFORNIA PLUMBING CODE (CPC) PART 5 CALIFORNIA ELEVATOR CODE (CEC) PART 9 CALIFORNIA FIRE CODE (CFC) 2. FIRE DEPARTMENT INSPECTIONS AREA REQUIRED. SCHEDULE ALL INSPECTIONS IN ADVANCE. 3. CONTACT THE GLENDALE WATER DEPARTMENT PRIOR TO ORDERING THE WATER METER TO COMPLY WITH THEIR REQUIREMENTS FOR RESIDENTIAL FIRE SPRINKLER SYSTEM 4. NO APPROVAL FOR A TEMPORARY C OF O, NOR A FINAL C OF O, WILL BE PROVIDED BY THIS DEPARTMENT UNTIL ALL FIRE AND LIFE SAFETY SYSTEM (I.E. AUTOMATIC FIRE SPRINKLERS AND/OR AUTOMATIC FIRE ALARM AND DETECTION SYSTEMS) ARE REVIEWED, APPROVED FOR PERMIT, INSTALLED, INSPECTED, TESTED AND FINAL ACCEPTANCE IS IN WRITING. THIS REQUIREMENT SHALL BE INCLUDED IN THE GENERAL NOTES SECTION ON THE PLAN. 5. ALL REFERENCES, DRAWINGS, NOTES, AND DETAILS REFERRING TO FIRE SPRINKLERS AND STANDPIPE SYSTEMS; FIRE DEPARTMENT ACCESS, FIRE HYDRANT AND UNDERGROUND SYSTEMS, FIRE ALARM AND REFRIGERANT GAS DETECTION AND NOTIFICATION SYSTEMS, FIRE PUMPS AND EMERGENCY GENERATORS; ABOVE OR BELOW GROUND STORAGE TANKS, PIPING AND CONTROL VALVES, ETC. WITHIN THESE DRAWINGS ARE NOT APPROVED BY THE GLENDALE FIRE DEPARTMENT AND SHALL NOT BE INSTALLED UNTIL SEPARATE SUBMITTALS HAVE BEEN REVIEWED AND APPROVED BY THE GLENDALE FIRE DEPARTMENT. 6. ANY AND ALL REFERENCES PERTAINING TO ANY OF THOSE ITEMS PREVIOUSLY IDENTIFIED ABOVE ARE ONLY FOR CONTRACTOR INFORMATION AND ARE NOT TO BE CONSTRUED AS BEING APPROVED BY THE GLENDALE FIRE DEPARTMENT. 7. STORAGE OF CONSTRUCTION MATERIALS IN THE PUBLIC RIGHT-OF-WAY IS NOT PERMITTED, SPECIFY ON SITE PLAN THE 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 a. FIRE DEPARTMENT ACCESS REQUIREMENTS - 14.25.020 DEFINITIONS. b. "APPROVED TURNAROUND" MEANS AN AREA LOCATED AT THE DEAD-END POINT OF ANY FIRE ACCESS ROADWAY WHICH SHALL ENABLE FIRE DEPARTMENT VEHICLES TO TURN AROUND. SAID TURNAROUND SHALL MEET ALL OF THE REQUIREMENTS OF SECTION 14.25.020(F) AND SHALL CONSIST EITHER OF A HAMMERHEAD DESIGN WITH TWO LEGS WHICH ARE NO LESS THAN 30 FEET IN LENGTH AS MEASURED FROM THE CURB LINE AXIS OF THE EMERGENCY FIRE ACCESS ROADWAY, OR A CIRCULAR TURNAROUND WITH A RADIUS OF NOT LESS THAN 40 FEET OR OTHER CONFIGURATION AS APPROVED BY THE FIRE CHIEF. c. "FIRE ACCESS ROADWAY" MEANS A PAVED HARD - SURFACE ALL -WEATHER ROADWAY OF NOT LESS THAN 20 FEET IN CLEAR WIDTH WITH A MINIMUM VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET, 6 INCHES, AND WHICH SATISFIES EACH OF THE FOLLOWING REQUIREMENTS: c.1 THE PAVED HARD-SURFACE OF THE ROADWAY SHALL BE CAPABLE OF SIMULTANEOUSLY SUPPORTING NOT LESS THAN THREE VEHICLES WEIGHING 35,00 POUNDS EACH WITHOUT CAUSING DAMAGE TO THE PAVED HARD - SURFACE OR ANY SUBSTRUCTURE LOCATED BENEATH SAID ROADWAY; AND c.2 NO SLOPE OF SAID ROADWAY SHALL EXCEED A GRADE OF 12 PERCENT ANY POINT: AND c.3. ANY SAID ROADWAY WHICH EXTENDS MORE THAN 150 FEET FROM A PUBLIC STREET AND WHICH DOES NOT CONTINUE THROUGH TO ANOTHER PUBLIC STREET SHALL BE PROVIDED WITH AN APPROVED TURNAROUND AT THE DEAD -END POINT. THE DISTANCE OF ANY OF ANY SAID ROADWAY SHALL BE MEASURED AS TRAVEL 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 c.7. FIRE ACCESS ROADWAY SIGNS APPROVED BY THE FIRE CHIEF SHALL BE POSTED ON BOTH SIDES OF THE FIRE ACCESS ROADWAY IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 14.25.130. c.8. FIRE ACCESS ROADWAY DESIGNATION - 14.25.130. THE FIRE CHIEF IS AUTHORIZED TO REQUIRE AND 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.

c.9. EXCEPT AS IS OTHERWISE PROVIDED HEREIN, EVERY FIRE ACCESS ROADWAY SHALL CONFORM FULLY TO THE REQUIREMENTS OF SECTION 14.25.020(F) OF THIS CODE. c.10. ANY STREET, ACCESS ROAD, ALLEY OR DRIVEWAY IN EXISTENCE ON THE EFFECTIVE DATE OF THE 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. 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. 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) 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. PROVIDE ILLUMINATED EXIT SIGNAGE THROUGHOUT THE BUILDING CLEARLY GIVE DIRECTION AND LOCATION OF ALL EXITS. ALL EXIT SIGNAGE TO BE LISTED WEATHERPROOF (EXCEPTION: DWELLING). 23. 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. 25. 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 26. 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 27. 28. ALL ROOF OR EXTERIOR MOUNTED DUCT-SMOKE DETECTORS SHALL BE LISTED AS AN EXTERIOR ASSEMBLY PER U.L. AND CSFM. 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. 29. 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. ALL ELECTRICAL VAULTS SHALL HAVE PHOTOELECTRIC SMOKE DETECTION AND FIX-RATE-OF-RISE HEAT DETECTION INSTALLED PER THE LISTINGS, PMC, AND NPFA 72. 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. 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.

No.

Title:

Description

General Notes 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 0.3 Scale

Date

6/1/2017 10:25:16 PM

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.

CODE ANALYSIS I. SUMMARY EXTERIOR WALL OPENINGS ALLOWABLE AREA: (TABLE 705.8) (Unprotected, Sprinklered)

APN NO. 552-700-5027 OCCUPANCY GROUP R-2

II. BUILDING FEATURES FOR CODE ANALYSIS A. GRADE PLANE ELEVATION AND BUILDING HEIGHT

EAST ELEVATION: >25 FT NO LIMIT TYPE OF CONSTRUCTION I-A & V-A SOUTH ELEVATION: 7FT 25% ZONING R3-B NORTH ELEVATION: 19FT 75% LOT AREA 13,000.00 SF (0.298 ACRES) WEST ELEVATION 15FT 75% BUILDING AREA PROPOSED 15,035.16 SF (HOUSING)

PROPOSED FOOTPRINT 13,000.00 SF DENSITY R-3B ZONE 10 UNITS ALLOWED 1DU/1,1210SF OF LOT. LOT= 13,000/1,120=10.7 14 UNITS PROVIDED (WEHO SEC 19.22.050 AFFORDABLE HOUSING INCENTIVES) 35% DENSITY INCREASE = +4 UNITS (10+4=14) 10% VERY LOW INCOME = 10 BASE UNITS X.1 = 1 VERY LOW INCOME UNIT GREEN LIST HOUSING INCENTIVES: (WEHO SEC 19.20.060 C3) MULTI FAMILY RESIDENTIAL= ONE INCENTIVE PERMITED 1-NOT USED

Roof 30' - 0"

SPECIAL CONSTRUCTION REQUIREMENTS: SEPARATION BETWEEN RESIDENTIAL UNITS: 1HR (420.2/709.3) STAIRS ENCLOSURES AND SHAFTS: 2HRS (1022.1) CORRIDORS 1HR (101801/709) PER TABLE 601 PRIMARY STRUCTURE FRAME 1HR BEARING WALLS EXTERIOR & INTERIOR 1HR FLOOR CONSTRUCTION AND SECONDARY MEMBERS 1 HR ROOF CONSTRUCTION AND SECONDARY MEMBERS 1HR

Level 3 20' - 0" RESIDENTIAL R-2 Level 2 10' - 0"

NUMBER OF EXITS REQUIRED (TABLE 1015.1) S-2 (PARKING) = 35 OCCUPANTS > 29 (2 EXITS REQUIRED) R-2 (RESIDENTIAL) = 77 OCCUPANTS > 10 (2 EXITS REQUIRED) BUILDINGS WITH ONE EXIT (TABLE 1019.2) R-2 MAX. HEIGHT 2 STORIES OR 3 IF SPRINKLED, THEREFORE 2 EXITS REQUIRED. 2 EXITS PROVIDED.

Level 1 0' - 0"

AFFORDABLE HOUSING INCENTIVES: (WEHO SEC 19.22.050) 10% VERY LOW INCOME = TWO INCENTIVES PERMITTED 1- 10% FRONT SETBACK REDUCTION 2- 1 STORY INCREASE SETBACKS: FRONT: AVERAGE OF TWO ADJACENT BUILDINGS = 30 FEET REQUIRED 15 FEET PROVIDED (30FT-50% = 15FT) SIDE: 5 FEET 2 STORIES + 1 FOOT FOR THIRD STORY= 6 FEET ALLOWED 6 FEET PROVIDED STREET SIDE, CORNER LOT (ALLEY): 5 FEET ALLOWED 5 FEET PROVIDED REAR: 15 FEET ALLOWED 15 FEET PROVIDED HEIGHT: 35 FEET, 3 STORIES ALLOWED (WEHO SEC 19.06.040 TABLE 2-3) 32 FEET, 3 STORIES PROVIDED

PRIVATE OPEN SPACE: MINIMUM 120 SF PER UNIT, 7 FOOT MIN DIM.

PERMEABLE SURFACE AREA: SEE SITE PLAN A 1.1

MAXIMUM FLOOR AREA PER SECTION 506: FORMULA - Aa = {At + [At x lt] + [At x ls]} Aa = ALLOWABLE BUILDING AREA PER STORY (SF) At = TABULAR BUILDING AREA PER STORY (TABLE 503) lt = AREA INCREASE FACTOR DUE TO FRONTAGE / OPEN SPACE (SEC. 506.2) ls = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION At lt ls

= 12,000 SF FOR TYPE V =0 =2

FIRST FLOOR SF

= 5437 SF

SECOND FLOOR SF

= 5,110 SF

THIRD FLOOR SF = 4,919 SF Aa

= {12,000 + [12,000 x 0] + [12,000 x 2]}

= {12,000 + [0] + [24,000]}

= 36,000 SF

ALLOWABLE BUILDING AREA PER STORY = 36,000

T.O. Footing -13' - 6" B.O. Footing -15' - 6"

DOORS CHAPTER 10 WIDTHS, SWING, AREA OF SWING, FORCE TO OPEN DOOR (1010) STAIRWAYS (1011)

Section A-A 1" = 10'-0"

RAMP (1012) ACCESS RAMP: NOT A RAMP , SLOPE <2% POOL RAMP 12% HANDRAILS (1014) ALL HANDRAILS COMPLY

NON-ENCLOSED EXIT STAIRS (1019) RESIDENTIAL NON-ENCLOSED EXIT STAIRS COMPLY CORRIDOR WIDTHS (1020) ALL CORRIDORS COMPLY

2 BED UNITS: 301.15 SF 1 BED UNITS: 205.46 SF STUDIO UNITS: 162.56 SF

Parking -13' - 0"

LOCATIONS OF EXITS: STAIRS LOCATES 1/2 THE DIAGONAL OF FLOOR

FIRE SPRINKLERS (1017) THE BUILDING IS ENTIRELY SPRINKLERED (PVC RESIDENTIAL SPRINKLER SYSTEM)

COMMON OPEN SPACE: 1,000 SF REQUIRED 2,530.18 SF PROVIDED

PARKING S-2

EMERGENCY ESCAPE AND RESCUE (SECTION 1029) R-2 Basements and sleeping rooms below the third story above grade plane shall have at least one exterior emergency escape and rescue opening in accordance with this section. Minimum size 5.7 SF. Minimum height dimension 24 in. Minimum width dimension 20 in. Maximum height from floor 44 in. PROPOSED: ALL UNITS COMPLY. REFER TO SHEETS A2.1 AND A 2.2 FOR DIMENSIONS.

EGGRESS BALCONIES (1021) OUTDOOR CORRIDORS COMPLY 1027.6 SECTION 3, SEPARATION BETWEEN OPEN STAIRS WITH EGGRESS BALCONY IN BETWEEN: >50% THEREFORE IT IS COMPLIANT ADA CHAPTER 11 A, RESIDENTIAL, AND FAIR HOUSING ACT (WWW.HUDUSER.GOV/PUBLICATIONS/PDF/FAIRHOUSING/FAIRFULL.PDF) ELEVATOR CONNECTS TO FIRST FLOOR: ALL UNITS ON THE FIRST LEVEL ARE ADA ADAPTABLE/ACCESIBLE. ALL BATHROOMS, KITCHENS, DOORS AND HALLWAYS ON THE FIRST FLOOR ARE ADA ACCESIBLE. (1110A) The site is located at (level 1 elevation) from street level, and is connected with a slope <2% (not considered a ramp) (1120A) Inside of buiding there are no changes in elevation >1/4" without the use of code compliant slopes. 1110A Outside of building there are no changes in elevation >1/4" without the use of code compliant slopes. (1136A) All switches are compliant. APPLICABLE CODES

GRADE PLANE: The existing site is relatively leveled with no significant difference in height. Therefore, grade plan is considered to be 0 ft 0 in at street level (LEVEL GROUND FLOOR 0'-0") Note: The builidng is fully sprinklered. B. MINIMUM CONSTRUCTION TYPE/ ALLOWABLE HEIGHT AND AREA OCCUPANCY: PARKING GARAGE (SECTION 311) S-2 1 LEVEL RESIDENTIAL (SECTION 310) R-2 3 LEVELS OCCUPANCY SEPARATIONS: (TABLE 508.4) BETWEEN S-2 & R-2 1HR

No.

Date

TYPE OF CONSTRUCTION: (TABLE 503) PARKING GARAGE (S-2) TYPE I-A RESIDENTIAL (R-2) TYPE V-A ALLOWABLE HEIGHT AND AREA: PARKING GARAGE S-2 TYPE 1-A ALLOWABLE: UNLIMITED (TABLE 503) RESIDENTIAL R-2 TYPE V-A ALLOWABLE: BUILDING HEIGHT 50 FT, 3 STORIES. 12,000 SF PER STORY (TABLE 503) Automatic sprinkler system increase: BUILDING HEIGHT 50 FT + 20 FT = 70 FT (Section 504.2) 3 STORIES = 3 STORIES (Section 504.2) 12,000 SF x 3 FLOORS = 36,000 SF (Section 506.3) Parking beneath Group R SPECIAL PROVISIONS (SECTION 509.4 ) Where a maximum one-story above grade plane Group S-2 parking garage, enclosed or open, or combination thereof, of Type I construction or open of Type IV construction, with grade entrance, is provided under a building of Group R, the number of stories to be used in determining the minimum type of construction shall be measured from the floor above such a parking area. The floor assembly between the parking garage and the Group R above shall comply with the type of construction required for the parking garage and shall also provide a fire-resistance rating not less than the mixed occupancy separation required in Section 508.3.3. (3 HR SEPARATION) Title:

2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA FIRE CODEWEST HOLLYWOOD MUNICIPAL CODE, 2016

Description

Code Analysis 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 0.4 Scale

6/1/2017 10:25:31 PM

PARKING AREA PROPOSED 13,000.00 SF

Parapet 32' - 0"

ALL FACADES ARE CODE COMPLIANT. REFER TO SHEETS A2.1 AND A 2.2 FOR DIMENSIONS.

CODE ANALYSIS BUILDING AREA CALCULATION Parapet 32' - 0"

PARKING GARAGE S-2 TYPE 1-A ALLOWABLE: UNLIMITED (TABLE 503) PROPOSED: 13,000.00 SF GROSS

Roof 30' - 0"

RESIDENTIAL R-2 TYPE V-A ALLOWABLE: BUILDING HEIGHT 50 FT, 3 STORIES. 12,000 SF PER STORY (TABLE 503)

Level 3 20' - 0"

Automatic sprinkler system increase: BUILDING HEIGHT 50 FT + 20 FT = 70 FT (Section 504.2) 3 STORIES (Section 504.2) 12,000 SF + 200% = 36,000 SF (Section 506.3) PROPOSED HEIGHT: 32 FT, 3 STORIES

Level 2 10' - 0"

PROPOSED AREA: LEVEL 1 = 5436.5 SF LEVEL 2 = 5110.9 SF LEVEL 3 = 4,813.36 SF

EXTERIOR WALL = 3,200 SQ. FT. OPENINGS = 27% (868 SQ. FT.)

Level 1 0' - 0" 3

North Openings 3/32" = 1'-0"

OCCUPANT LOADS AND EXITING OCCUPANT LOAD Parapet 32' - 0"

(TABLE 1004.1.1 &TABLE 1004.1.2) RESIDENTIAL R-2 LOAD FACTOR: 200 SF/ PERSON. PARKING GARAGE S-2 LOAD FACTOR: 200 SF/PERSON

Roof 30' - 0"

R-2 (RESIDENTIAL) LEVEL 1 = 5436.5 SF / 200 SF = 27.2 OCCUPANTS LEVEL 2 = 5110.9 SF / 200 SF = 25.5 OCCUPANTS LEVEL 3 = 4,813.36 SF / 200 SF = 24 OCCUPANTS TOTAL= 77 OCCUPANTS

Level 3 20' - 0"

S-2 (PARKING) 13,000.00 SF / 200 = 65 OCCUPANTS

EXTERIOR WALL = 2,658 SQ. FT. OPENINGS = 24% (633SQ. FT.)

Level 2 10' - 0"

Jose Yael Flores jfloresperez@cpp.edu

Level 1 0' - 0" 2

FIRE SEPARATION

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

East Openings 3/32" = 1'-0"

Parapet 32' - 0"

15' - 0"

No.

5' - 6"

Roof 30' - 0" Level 3 20' - 0"

Description

Date

EXTERIOR WALL = 3,200 SQ. FT. OPENINGS = 27% (854 SQ. FT.)

Level 2 10' - 0"

Level 1 0' - 0" 4

South Openings 3/32" = 1'-0"

Parapet 32' - 0"

5' - 5"

Level 3 20' - 0"

EXTERIOR WALL = 2,612 SQ. FT. OPENINGS = 17% (439 SQ. FT.)

Code Analysis 01 10 May, 2017

Project number Date

Level 2 10' - 0"

15' - 0"

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

FIRE SEPARATION 1/16" = 1'-0"

West Openings 3/32" = 1'-0"

Level 1 0' - 0"

A 0.5 Scale

6/1/2017 10:25:58 PM

Title:

Roof 30' - 0"

CODE ANALYSIS HEIGHT: THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES (2286MM) (1003.2) FLOOR SURFACES: WALKING SURFACES OF THE MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT SURFACE AND BE SURELY ATTACHED. (1003.4) MEANS OF EGRESS CONTINUITY: THE PATH OF EGRESS TRAVEL ALONG A MEANS OF EGRESS SHALL NOT BE INTERRUPTED BY A BUILDING ELEMENT OTHER THAN A MEANS OF EGRESS COMPONENT. THE MINIMUM WIDTH OR REQUIRED CAPACITY OF A MEANS OF EGRESS SYSTEM SHALL NO BE DIMINISHED ALONG THE PATH OF EGRESS TRAVEL. (1003.6) MULTIPLE OCCUPANCIES: WHERE A BUILDING CONTAINS TWO OR MORE OCCUPANCIES, THE MEANS OF EGRESS REQUIREMENTS SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE. WHERE TWO OR MORE ACCUPANCIES UTILIZE PORTIONS OF THE SAME MEANS OF EGRESS SYSTEM, THOSE EGRESS COMPONENTS SHALL MEET THE MORE STRINGENT REQUIREMENTS OF ALL OCCUPANCIES THAT ARE SERVED. (1004.6) STAIRWAYS: THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH (7.6 MM) PER OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAYS SERVING THAT STORY. (1005.3.1) DOORS: DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7 INCHES (178 MM). DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE-HALF. (1005.7.1) EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE: TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1 (1006.2.1) EXCEPTIONS: 1. IN GROUP R-2 AND R-3 OCCUPANCIES, ONE MEANS OF EGRESS IS PERMITTED WITHIN AND FROM INDIVIDUAL DWELLING UNITS WITH A MAXIMUM OCCUPANT LOAD OF 20 WHERE THE DWELLING UNIT IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.2 AND THE COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 125 FEET (38 100MM). (1006.2.1)

EGRESS PLAN LEVEL 2 1/16" = 1'-0"

EGRESS PLAN LEVEL 3 1/16" = 1'-0"

SINGLE EXITS: A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED FROM ANY STORY OR OCCUPIED ROOF WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS: 1. THE OCCUPANT LOAD, NUMBER OF DWELLING UNITS AND EXIT ACCESS TRAVEL DISTANCE DO NOT EXCEED THE VALUES IN TABLE 1006.3.2(1) 1006.3.2(2). 2. ROOMS, AREAS AND SPACES, AT THE LEVEL OF EXIT DISCHARGE, COMPLYING WITH SECTION 1006.2.1 WITH EXITS THAT DISCHARGE DIRECTLY TO THE EXTERIOR, ARE PERMITTED TO HAVE ONE EXIT OR ACCESS TO A SINGLE EXIT. 5. INDIVIDUAL SINGLE-STORY OR MULTISTORY DWELLING UNITS SHALL BE PERMITTED TO HAVE A SINGLE EXIT OR ACCESS TO A SINGLE EXIT FROM THE DWELLING UNIT PROVIDED THAT BOTH OF THE FOLLOWING CRITERIA ARE MET: 5.1. THE DWELLING UNIT COMPLIES WITH SECTION 1006.2.1 AS A SPACE WITH ONE MEANS OF EGRESS. 5.2 EITHER THE EXIT FROM THE DWELLING UNIT DISCHARGES DIRECTLY TO THE EXTERIOR AT THE LEVEL OF EXIT DISCHARGE, OR THE EXIT ACCESS OUTSIDE THE DWELLING UNIT'S ENTRANCE DOOR PROVIDES ACCESS TO NOT LESS THAN TWO APPROVED INDEPENDENT EXITS.

No.

Description

Date

SIZE OF DOORS (1010.1.1) EXCEPTIONS: 5. DOOR OPENINGS WITHIN A DWELLING UNIT OR SLEEPING UNIT SHALL NOT BE LESS THAN 78 INCHES (1981 MM) IN HEIGHT. 6. EXTERIOR DOOR OPENINGS IN DWELLING UNITS AND SLEEPING UNITS, OTHER THAN THE REQUIRED EXIT DOOR, SHALL NOT BE LESS THAN 76 INCHES (1930MM) IN HEIGHT. RISER HEIGHT AND TREAD DEPTH: STAIR RISER HEIGHTS SHALL BE 7 INCHES (178 MM) MAXIMUM AND 4 INCHES (102 MM) MINIMUM. THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN THE NOSING OF ADJACENT TREADS. RECTANGULAR TREAD DEPTHS SHALL BE 11 INCHES (279 MM). (1011.5.2)

WITHIN DWELLING UNITS THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES (197 MM); THE MINIMUM TREAD DEPTH SHOULD BE 10 INCHES (254 MM) (1011.5.2) Title:

REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY AS FOLLOWS: 1. FROM THE ADJACENT WALKING SURFACES. 2. ON STAIRWAYS AND STEPPED AISLES, FROM THE LINE CONNECTING THE LEADING EDGES OF THE TREAD NOSINGS. 3. ON RAMPS AND RAMPED AISLES, FROM THE RAMP SURFACE AT THE GUARD. (1015.3) ROOF ACCESS: GUARDS SHALL BE PROVIDED WHERE THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER. (1015.7)

Code Analysis 01 10 May, 2017

Project number

EGRESS PLAN PARKING LEVEL 1/16" = 1'-0"

EGRESS PLAN LEVEL 1 2 1/16" = 1'-0"

Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 0.6 Scale

6/1/2017 10:26:55 PM

HEIGHT:

CODE ANALYSIS MAXIMUM TRAVEL DISTANCE(1017.2)

EXIT DISCHARGE

MAXIMUM ALLOWED TRAVEL DISTANCE IN SPRINKLERED BUILDING: 250 FT

GENERAL: EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE. THE EXIT EXIT DISCHARGE SHALL NOT REENTER A BUILDING. THE COMBINED USE OF EXCEPTIONS 1 AND 2 SHALL NOT EXCEED 50 PERCENT OF THE NUMBER AND MINIMUM WIDTH OR CAPACITY OF THE REQUIRED EXITS.

ACTUAL MAXIMUM TRAVEL DISTANCE IS 129 FT. IT OCCURS ON THE FIRSTLEVEL FROM UNIT 2 TO THE MAIN BUILDING EXIT THAT DIRECTS CIRCULATION TO THE STREET. GROUP F-1 AND S-1 INCREASE: THE MAXIMUM EXIT ACCESS TRAVEL DISTANCE SHALL BE 400 FEET (122 M) IN GROUP F-1 OR S-1 OCCUPANCIES WHERE ALL OF THE FOLLWOING CONDITIONS ARE MET. (1017.2.2) MEASUREMENT: EXIT ACCESS TRAVEL DISTANCE SHALL BE MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY ALONG THE NATURAL AND UNOBSTRUCTED PATH OF HORIZONTAL AND VERTICAL EGRESS TRAVEL TO THE ENTRANCE TO AN EXIT. EXIT ACCESS STAIRWAYS AND RAMPS: TRAVEL DISTANCE ON EXIT ACCESS STAIRWAYS OR RAMPS SHALL BE INCLUDED IN THE EXIT ACCESS TRAVEL DISTANCE MEASUREMENT.

EXCEPTION: 1.1 DISCHARGE OF INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE PROVIDED WITH A FREE AND UNOBSTRUCTED PATH OF TRAVEL TO AN EXTERIOR EXIT DOOR AND SUCH EXIT IS READILY VISIBLE AND IDENTIFIABLE FROM THE POINT OF TERMINATION OF THE ENCLOSURE. 1.2 THE ENTIRE AREA OF THE LEVEL OF EXIT DISCHARGE IS SEPARATED FROM AREAS BELOW BY CONSTRUCTION CONFORMING TO THE FIRE-RESISTANCE RATING FOR THE ENCLOSURE. EMERGENCY ESCAPE AND RESCUE (SECTION 1030) GENERAL: BASEMENT AND SLEEPING ROOMS BELOW THE FOURTH STORY ABOVE GRADE PLANE SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING IN ACCORDANCE WITH THIS SECTION.

CORRIDORS:

EXCEPTIONS:

EXCEPTION 5. CORRIDORS ADJACENT TO THE EXTERIOR WALLS OF BUILDINGS SHALL BE PERMITTED TO HAVE UNPROTECTED OPENINGS ON UNRATED EXTERIOR WALLS WHERE UNRATED WALLS ARE PERMITTED BY TABLE 602 AND UNPROTECTED OPENING ARE PERMITTED BY TABLE 705.8 (1020)

3. EMERGENCY ESCAPE AND RESCUE OPENINGS ARE NOT REQUIRED FROM BASEMENTS OR SLEEPING ROOMS THAT HAVE AN EXIT DOOR OR EXIT ACCESS DOOR THAT OPENS DIRECTLY INTO A PUBLIC WAY OR TO A YARD, COURT OR EXTERIOR EXIT BALCONY THAT OPENS TO A PUBLIC WAY.

EGRESS BALCONIES GENERAL: BALCONIES USED FOR EGRESS PURPOSES SHALL CONFORM TO THE SAME REQUIREMENTS AS CORRIDORS FOR MINIMUM WIDTH, REQUIRED CAPACITY, HEADROOM, DEAD ENDS AND PROJECTIONS. (1021.1) WALL SEPARATION: EXTERIOR EGRESS BALCONIES SHALL BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY WALLS AND OPENING PROTECTIVES AS REQUIRED FOR CORRIDORS. (1021.2) OPENNESS: THE LONG SIDE OF AN EGRESS BALCONY SHALL BE AT LEAST 50 PERCENT OPEN, AND THE OPEN AREA ABOVE THE GUARDS SHALL BE SO DISTRIBUTED AS TO MINIMIZE THE ACCUMULATION OF SMOKE OR TOXIC GASES. (1021.3) LOCATION: EXTERIOR EGRESS BALCONIES SHALL HAVE A MINIMUM FIRE SEPARATION DISTANCE OF 10 FEET (3048 MM) MEASURED AT RIGHT ANGLES FROM THE EXTERIOR EDGE OF THE EGRESS BALCONY TO THE FOLLOWING: 1. ADJACENT LOT LINES. 2. OTHER PORTIONS OF THE BUILDING. (1021.4) EXTEIOR EXIT DOORS: BUILDINGS OR STRUCTURES USED FOR HUMAN OCCUPANCY SHALL HVA ENOT LESS THAN ONE EXTERIOR DOOR THAT MEETS THE REQUIREMENTS OF SECTION 1010.1.1 (1022.2)

MINIMUM SIZE: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.53 M2). (1030.2) EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE-FLOOR EMERGENCY ESCAPE ESCAPE AND RESCUE OPENINGS SHALL BE 5 SQUARE FEET (0.46 M2) MINIMUM DIMENSIONS: THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES (610 MM). THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES (508 MM). THE NET CLEAR OPENING DIMENSIONS SHALL BE THE RESULT OF NORMAL OPERATION OF THE OPENING. (1030.2.1) MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES (118 MM) MEASURED FROM THE FLOOR. (1030.3) E. SEPARATION OF EXITS (1015.1; Table 1015.1; 1021.2.4) PARKING: Because the building serves more than 29 people in S-2 category, it must provide a minimum of 2 exits. The building provides 3: Exit C at the ramp connecting directly to the street level, and the 2 staircases that leads to Exits A at Level 1. The separation between Exit C (at the ramp) and the furthest staircase that leads to Exits A is 107', which is more than 1/3 of the main diagonal (1/3 of the main diagonal is 49 ft). RESIDENTIAL: Because the building serves more than 10 people in R-2 category, it must provide a minimum of 2 exits. The building provides 2: Exits A that leads to Spaulding Ave and Exit C that leads to the Alley. Exits A and C are 107 ft appart, which is more than 1/3 of the main diagonal (1/3 of the main diagonal is 49 ft).

ARRANGEMENT: EXTERIOR EXIT DOORS SHALL LEAD DIRECTLY TO THE EXIT DISCHARGE OR THE PUBLIC WAY. (1022.2.2)

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

107' - 5"

50' - 0"

16' - 11"

No.

Description

Date

5' - 0"

8' - 6"

15' - 3" 50' - 0"

6' - 0"

8' - 10"

4' - 6"

92' - 10"

2' 11 0"

Code Analysis 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

TRAVEL DISTANCE PLAN LEVEL 1 3/32" = 1'-0"

EXIT SEPARATION 1/16" = 1'-0"

A 0.7 Scale

6/1/2017 10:27:14 PM

" -0

-1

8' 14

Title:

CODE ANALYSIS

FIRE RESISTIVE COMPARTMENTATION A. SEPARATION BETWEEN RESIDENTIAL UNIT AND SHAFTS AND CORRESPONDING FIRE RATINGS

PRIMARY STRUCTURAL FRAME TYPE IA REQUIRED: 3 HRS ACTUAL: 4 HRS BEARING WALLS EXTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS BEARING WALLS INTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS SHAFTS TYPE VA REQUIRED: 2 HRS ACTUAL: 2 HRS UNIT PARTITION TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS INCIDENTAL USE MECH ROOM WITH WATER HEATER: 1HR OR PROVIDE AUTOMATIC SPRINKLER SYSTEMACTUAL FIRE RATING: 2HRS ANDAUTOMATIC SPRINKLER SYSTEM (TABLE 509)

FIRE RATING LEVEL 2 3/32" = 1'-0"

FIRE RATING LEVEL 3 3/32" = 1'-0"

No.

Description

Date

Code Analysis 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

FIRE RATING PARKING LEVEL 3/32" = 1'-0"

FIRE RATING LEVEL 1 3/32" = 1'-0"

A 0.8 Scale

6/1/2017 10:27:35 PM

Title:

CODE ANALYSIS TYPICAL ADA ADAPTBALE BATHROOM , ELEVATOR, AND KITCHEN SECTION 1106A SITE AND BUILDING CHARACTERISTICS 1106A.1 GENERAL 1. ACCESSIBLE ENTRANCE: REGARDLESS OF SITE CONSIDERATIONS DESCRIBED IN SECTION 1150A, AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE IS REQUIRED WHEN THERE IS AN ELEVATOR CONNECTING THE PARKING AREA WITH THE DWELLING UNITS ON A GROUND FLOOR.

ACCESSIBLE PARKING 7 ONE BEDROOM UNITS @ 1.5 PER UNIT 7 TOWNHOUSES UNITS @ 2 PER UNIT GUEST PARKING NOT REQUIRED TOTAL REQUIRED (14 UNITS) TANDEM REQUIRED

11' - 6" 1' - 0"

3' - 10"

10.5 SPACES 14 SPACES 0 24 SPACES 24 SPACES

SB1818: 14 UNITS: 1 ADA REQUIRED

NOTE: WHERE A BUILDING ELEVATOR IS PROVIDED ONLY AS MEANS OF CREATING AN ACCESSIBLE ROUTE TO COVERED MULTIFAMILY DWELLING UNITS ON A GROUND FLOOR, THE BUILDING IS NOT CONSIDERED TO BE AN ELEVATOR BUILDING, ONLY DWELLING UNITS LOCATED ON THE GROUND FLOOR SHALL BE REQUIRED TO COMPLY WITH THIS CHAPTER.

PROVIDED: 24 STALLS 7 REGULAR STALLS 16 TANDEM STALLS 1 ADA ACCESSIBLE STALL

ACCESSIBLE PARKING SPACES SHALL BE PROVIDED AT A MINIMUMRATE OF 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PAKRING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE AS REQUIRED BY SECTION 1109A.8.8 SHALL NOT BE REQUIRED. TOTAL NUMBER OF PARKING = 24 TOTAL NUMBER OF ADA PARKING SPACES = 24 x 2% = 0.48 = 1 ADA PARKING

11' - 8"

1009A.3 REQUIRED ACCESSIBLE PARKING SPACES:

E DESIGNER JOSE YAEL FLORES CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 STUDIO CONSULTANT DENNIS MCFADDEN, AIA CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 CONSTRUCTION CONSULTANT MICHAEL FOX CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 CODES CONSULTANT ANDREW J. THUL, PE CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 STRUCTURE CONSULTANT MARC SCHULITZ CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768 ENVIRONMENT CONSULTANT HOFU WU CAL POLY POMONA DEPARTMENT OF ARCHITECTURE 3801 W TEMPLE AVE POMONA, CA 91768

130' - 0" 34' - 2"

27' - 3"

29' - 0"

1109A.7 LOCATION OF ACCESSIBLE PARKING SPACES:

24' - 6"

4' - 0"

Storage

9' - 3" 20' - 0"

23 Generator

8' - 8"

100' - 0"

2' - 3"

0' - 11"

7' - 9"

4' - 0"

14' - 0"

TYPICAL ADA ADAPTABLE KITCHEN 3/8" = 1'-0"

5' - 0" 9' - 0"

9' - 9"

33' - 6"

2' - 3"

2' - 1"

4' - 5" 2' - 4"

39' - 7"

Jose Yael Flores jfloresperez@cpp.edu

4 1

14' - 3" 1' - 5"

5' - 0"

8' - 5"

Elec.

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

Mech.

0' - 6"

TYPICAL ADA ADAPTABLE BATHROOM 3/8" = 1'-0"

1' - 10"

EACH ACCESSIBLE PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIDIED BY A REFLECTIVE SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON A DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES (4516 MM2) IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES (2032 MM) FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES (914 MM) FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. VAN ACCESSIBLE SPACES SHALL COMPLY WITH SECTION 1109A.8.6 AND SHALL HAVE AN ADDITIONAL SIGN OR ADDITIONAL LANGUAGE STATING "VAN ACCESSIBLE" BELOW THE SYMBOL OF ACCESSIBILITY.

34' - 3"

7' - 11" 3' - 6"

PARKING SIGNAGE (SECTION 1109A.8.8)

1' - 3"

3' - 4"

2' - 4"

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

30x48 TUB ACCESS

2' - 7"

ACCESSIBLE SINGLE PARKING SPACE (SECTION 1109A.8.5)

5' - 1"

7' - 11"

ADA PARKING

No.

Description

Date

ADA ACCESSIBLE PATHS

8' - 8"

10' - 0"

ADA PARKING 1/16" = 1'-0"

2 ADA ELEVATOR

5' - 8"

THE LOCATION OF ACCESSIBLE PARKING SHALL COMPLY WITH THE FOLLOWING: 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE BUILDING, OR COVERED MULTIFAMILY DWELLING UNIT ENTRANCE. ALL VAN ACCESSIBLE SPACES MAY BE GROUPED ON ONE LEVEL OF A MULTILEVEL PARKING FACILITY. 2. WHEN PARKING FACILITIES ARE LOCATED ADJACENT TO A BUILDING WITH MULTIPLE ACCESSIBLE ENTRANCES, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE BUILDING ENTRANCES. 3. WHEN PRACTICAL, THE ACCESSIBLE ROUTE SHALL NOT CROSS LANES FOR VEHICULAR TRAFFIC. WHEN CROSSING VEHICLE TRAFFIC LANES IS NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED AND MARKED AS A CROSSWALK. 4. PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING SHALL HAVE ACCESSIBLE PARKING SPACES LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. 5. ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN.

MULTI-STORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS (SECTION 1102A.3.2)

1' - 2"

ALL ROOMS OR SPACES LOCATED ON THE PRIMARY ENTRY LEVEL SHALL BE SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH DIVISION IV. SPACE ALLOWANCES AND REACH RANGES IN COMMON USE AREAS (SECTION 1127A.9) WHEELCHAIR PASSAGE WIDTH = 36" WIDTH FOR WHEELCHAIR PASSING = 60" WHEELCHAIR TURNING SPACE = 180 DEGREE TURN CLEAR SPACE 60"

8' - 5" 10' - 11"

4 WIDTH = 48" SURFACES SHALL BE SLIP-RESISTANT (SECTION 1113A.1.2)

ACCESIBLE ELEVATOR 3/8" = 1'-0"

SECTION 1115A - EXTERIOR STAIRWAYS

Title:

1115A.1 GENERAL: EXTERIOR STAIRWAYS SERVING BUILDINGS ON A SITE CONTAINING COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH THIS SECTION. ALL COMPLIANT (FROM 1115A.1 TO 1115A.6.2.7)

Code Analysis 01 10 May, 2017

Project number

SECTION 1124A - ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS 1124A.1 GENERAL: ELEVATORS PROVIDED IN COVERED MULTIFAMILY BUILDINGS SHALL BE ACCESSIBLE. ELEVATORRS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THIS CHAPTER, ASME A17.1 (SAFETY CODE FOR ELEVATORS AND ESCALATORS), TITLE 8 OF THE CALIFORNIA CODE OF REGULATIONS, UNDER "ELEVATOR SAFETY ORDERS," AND ANY OTHER APPLICABLE SAFETY REGULATIONS OF OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. ALL COMPLIANT (FROM 1124A.1 TO 1124A.11.7)

Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 0.9

GROUND PLAN 1/16" = 1'-0" Scale

6/1/2017 10:27:54 PM

WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE (SECTION 1113A.9)

SUPPORTING DOCUMENTS AND TABLES REQUIRED SEPARATION OF OCCUPANCIES (HRS)

MAXIMUM AREA OF EXTERIOR WALL OPENINGS

FIRE RESISTACE RATING REQUIREMENTS FOR BUILDING ELEMENTS

MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

NUMBER OF EXITS PER STORY

Jose Yael Flores jfloresperez@cpp.edu West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

No.

Description

Date

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALL

Code Analysis 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 0.10 APPLICABLE ACCESSIBILITY DIAGRAMS

Scale

6/1/2017 10:28:06 PM

Title:

S S

W W W

A E

15' - 0"

5' - 6"

100' - 0"

15' - 0"

130' - 0"

ALLEY

Jose Yael Flores jfloresperez@cpp.edu

BUILDING 2

SPAULDING AVENUE

BUILDING 3

100' - 0"

89' - 7"

100' - 0"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

No.

Description

Date

LEGEND

HARDSCAPE

LANDSCAPE TYPE 1

SEWAGE SYSTEM

WATER SYSTEM

GAS LINE

ELECTRIC SYSTEM

4' - 11"

S S

BUILDING BUILDING 12

TREES

Title: 18' - 0"

Site Plan

85' - 1"

26' - 11" 130' - 0"

01 01 June, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size

Drawn by Revision number

A 1.1

SETBACKS PROPERTY LINE

16'

32'

Scale

6/1/2017 2:40:21 PM

Site 1 1/8" = 1'-0"

130' - 0"

34' - 2"

27' - 3"

33' - 6"

24' - 6"

4' - 0"

29' - 0"

Jose Yael Flores jfloresperez@cpp.edu 4' - 0"

100' - 0"

20' - 0"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

Description

Date

34' - 3"

No.

14' - 3"

Foundation Plan 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size

Foundation Plan 1/8" = 1'-0"

Drawn by Revision number

16'

A 1.2

32' Scale

6/1/2017 10:28:35 PM

Title:

CAST-IN-PLACE CONCRETE SPREAD FOOTING

130' - 0"

34' - 2"

27' - 3"

33' - 6"

24' - 6"

29' - 0"

4' x 4' PAD FOOTINGS

4' - 0"

Storage

20' - 0"

4' - 0"

18" x 24" CONCRETE COLUMNS

Generator

Jose Yael Flores jfloresperez@cpp.edu

100' - 0"

Room

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

34' - 3"

No.

Description

Date

14' - 3"

TRASH Elec.

Mech.

12" THICK CONCRETE FOUNDATION WALL Title:

Parking Plan 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size

Drawn by

PARKING 1/8" = 1'-0"

Revision number

16'

A 1.3

32' Scale

6/1/2017 10:47:07 PM

CAST-IN-PLACE CONCRETE SPREAD FOOTING

E 1 4.1

100' - 0" 25' - 8"

24' - 10"

25' - 0"

3' - 2" 8' - 7"

24' - 6"

3' - 2"

3' - 0"

12' - 8"

2' - 2"

3' - 2"

3' - 0"

10' - 1"

3' - 0"

8' - 8"

BEDROOM D-103

B-103

° 99

3° 10

UNIT B

° 96

D-104

LIVING SPACE

10 3°

B-104

UNIT C

KITCHEN

BATHROOM

B-101

C-104

KITCHEN

7' - 2"

UNIT A

A-104

B-102

LIVING SPACE

D-102

6' - 9"

LIVING SPACE

C-101

KITCHEN

C-102

A-102

8' - 11"

12' - 6"

93' - 6"

8' - 9"

18' - 1"

9' - 4"

KITCHEN

2' - 8"

3' - 0"

UNIT G

BATHROOM

5' - 5"

7' - 8"

G-101

G-104

E-104

40' - 7"

3' - 0"

E-102

BATHROOM

UNIT E

6' - 1"

29' - 11"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

LIVING SPACE

KITCHEN

3° 10

KITCHEN

F-104

F-102

LIVING SPACE

BEDROOM

UNIT F

E-101

Jose Yael Flores jfloresperez@cpp.edu

10' - 8"

89' - 7"

G-102

G-103

No.

BEDROOM

10 1°

A 3.1

A-101

KITCHEN

3' - 0"

A-103

BATHROOM

36' - 6"

C-103

BATHROOM

D-101

BEDROOM

9' - 2"

8' - 9"

30' - 0"

BEDROOM

UNIT D

Room

Description

Date

LIVING SPACE

E-103

F-101

BEDROOM F-103

6' - 4"

3' - 0" 30' - 6"

8' - 3"

4' - 0" 3' - 0"

8' - 3"

3' - 0" 30' - 0"

8' - 2"

3' - 0" 2' - 2"

8' - 0" 24' - 6"

85' - 0" 1 A 3.1

Title:

First Level Floor Plan

Level 1 1/8" = 1'-0" 01 10 May, 2017

Project number Date

SETBACKS PROPERTY LINE

24 X 36 J. Yael Flores 00

Size

16'

32'

Drawn by Revision number

A 1.4 Scale

6/1/2017 2:43:42 PM

E 2 4.1

100' - 0"

13' - 6"

LIVING SPACE

9' - 11"

3' - 0"

24' - 6"

10' - 4"

10' - 6"

K-102

I-102

KITCHEN

J-102

° 77

8' - 2"

6' - 8"

10 2°

LIVING SPACE

30' - 0"

3' - 0"

LIVING SPACE

KITCHEN

K-101

7' - 6"

3' - 0"

25' - 0"

UNIT K

10 2°

H-102

UNIT I

3° 10

LIVING SPACE

KITCHEN

13' - 6"

4' - 10" 3' - 0"

24' - 10"

6' - 6"

25' - 8"

H-101

UP KITCHEN

8' - 11"

10 3°

UP DN

93' - 6"

12' - 6"

18' - 1"

2' - 8"

4' - 7"

° 77

KITCHEN

LIVING SPACE

L-102

L-101

N-101

KITCHEN

UNIT M

2° 10

N-102

No.

5' - 1"

4' - 11"

M-101

6' - 4"

8' - 11"

12' - 0"

Date

M-102

LIVING SPACE

10' - 11"

Description

KITCHEN

10 2°

LIVING SPACE

11' - 7" 29' - 6"

31' - 0"

4' - 4"

8' - 8"

3' - 0"

22' - 4"

11' - 1"

30' - 0"

UNIT N

10' - 0"

3' - 0"

UNIT L 25' - 0"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

13' - 8"

Jose Yael Flores jfloresperez@cpp.edu

3° 10

10' - 7"

89' - 7"

6' - 2"

24' - 6"

97' - 0"

1 A 3.1

Title:

Second Level Floor Plan 01 10 May, 2017

Project number Date

Level 2 1 1/8" = 1'-0"

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

16'

A 1.5

32' Scale

6/1/2017 2:43:55 PM

J-101

2 A 3.1

12' - 2"

UNIT H

77 °

10' - 2"

UNIT J

30' - 0"

I-101

E 3 4.1

100' - 0"

24' - 10"

10' - 11"

4' - 0"

25' - 0"

14' - 10"

4' - 0"

12' - 4"

BEDROOM

10' - 9"

I-103

BEDROOM

UNIT K

BEDROOM

UNIT I

J-103

H-103

10 3°

BEDROOM BEDROOM

I-104

UNIT J

2 A 3.1

BATHROOM

9' - 5"

UNIT H

I-105

K-105

BEDROOM J-104

BATHROOM

BEDROOM

H-105

H-104

BATHROOM

3' - 0"

° 96

13' - 6"

13' - 5"

° 99

K-104

4' - 0" 3' - 0"

BEDROOM

K-103

30' - 0"

24' - 6"

6' - 6"

25' - 8"

Jose Yael Flores jfloresperez@cpp.edu

89' - 7"

29' - 8"

89' - 7"

J-105

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

BATHROOM N-105

BEDROOM

3' - 0"

UNIT N

DN DN

BATHROOM

BEDROOM

3° 10

L-105

L-103

6' - 0"

UNIT M

BEDROOM

2' - 7"

L-104

BEDROOM

4' - 11"

10' - 7"

° 97

M-104

3' - 0"

10' - 8"

Date

M-103

BEDROOM

8' - 10"

Description

BEDROOM

M-105

10 1°

No.

N-104

BATHROOM

5' - 5"

7' - 10"

UNIT L 25' - 0"

3' - 0"

N-103

4' - 0" 3' - 0"

11' - 8"

3' - 0"

8' - 0"

3' - 0"

14' - 10"

3' - 0"

2' - 2" 12' - 0"

30' - 6"

30' - 0"

24' - 6"

100' - 0"

1 A 3.1 Title:

Third Level Floor Plan 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

16'

32'

A 1.6 Scale

6/1/2017 2:44:07 PM

Level 3 1 1/8" = 1'-0"

100' - 0" 25' - 8"

24' - 10"

25' - 0"

24' - 6" 13' - 7"

3° 10

° 99

89' - 7"

25' - 10"

10 3°

° 96

29' - 8"

89' - 7"

10' - 10"

4' - 2"

14' - 9"

Jose Yael Flores jfloresperez@cpp.edu

16' - 10"

18' - 7"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

10' - 11"

25' - 0"

3° 10

No.

4' - 11"

° 97

12' - 0"

29' - 6"

31' - 0"

Description

Date

10' - 7"

10 1°

20' - 0"

4' - 6"

100' - 0"

Roof 1/8" = 1'-0"

Title:

16'

32'

Roof Plan 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 1.7 Scale

6/1/2017 2:44:24 PM

Glass Railings

Exterior Facade: Corrugated Metal

Parapet 32' - 0" Roof 30' - 0"

Level 3 20' - 0"

Level 2 10' - 0"

Level 1 0' - 0" 1

North 1/8" = 1'-0"

Jose Yael Flores jfloresperez@cpp.edu

16'

32'

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

No.

Glass Railings

Description

Date

Exterior Facade: Corrugated Metal

Smooth Stucco Parapet 32' - 0" Roof 30' - 0"

Level 3 20' - 0"

Level 2 10' - 0"

Level 1 0' - 0" 2

Elevations

South 1/8" = 1'-0"

01 10 May, 2017

Project number Date

16'

32'

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 2.1 Scale

6/1/2017 2:44:41 PM

Title:

Glass Railings

Exterior Facade: Corrugated Metal Parapet 32' - 0" Roof 30' - 0"

Level 3 20' - 0"

Level 2 10' - 0"

Level 1 0' - 0"

East 1/8" = 1'-0"

Jose Yael Flores jfloresperez@cpp.edu

16'

32'

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

No.

Glass Railings

Description

Date

Exterior Facade: Corrugated Metal Parapet 32' - 0" Roof 30' - 0"

Level 3 20' - 0"

Level 2 10' - 0"

Title:

West 2 1/8" = 1'-0"

Elevations 01 10 May, 2017

Project number Date

16'

32'

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 2.2 Scale

6/1/2017 2:44:58 PM

Level 1 0' - 0"

Glass Interior Facade: Smooth Stucco

Parapet 32'Roof - 0" 30' - 0"

Corten Steel

Level 3 20' - 0"

Level 2 10' - 0"

Level 1 0' - 0"

Jose Yael Flores jfloresperez@cpp.edu

North Interior Elevation 1 1/8" = 1'-0"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

16'

32'

Glass No.

Description

Date

Interior Facade: Smooth Stucco Parapet 32' - 0" Roof 30' - 0"

Corten Steel

Level 3 20' - 0"

Level 2 10' - 0"

Level 1 0' - 0"

Title:

Interior Elevations 01 10 May, 2017

Project number

South Interior Elevation 2 1/8" = 1'-0"

Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

16'

32'

A 2.3 Scale

6/1/2017 10:31:56 PM

No.

Description

Date

Title:

Sections 01 02 June, 2017

Project number Date

Drawn by Revision number

A 3.1 Scale

6/1/2017 2:45:56 PM

24 X 36 J. Yael Flores 00

Size

WATERPROOF MEMBRANE RIGID INSULATION FLASHING TRUSS JOIST JOIST HANGER WATERPROOF MEMBRANE

2% SLOPE

2% SLOPE WATERPROOF MEMBRANE RIGID INSULATION 3/4" PLYWOOD

Parapet 32' - 0"

PANEL STRUCTURE HANGERS

5 A 5.1

1" AIR GAP CORRUGATED METAL

1 A 5.1

Roof 30' - 0"

TRIPLE PANE LOW-E GLASS JOIST HANGER

RESILIENT CLIPS GYPSUM CEILING

RIGID INSULATION WITH SLOPE

EXTERIOR

INTERIOR

HARDWOOD FLOORING SLEEPERS GYPCRETE

GLASS RAILING

WATERPROOF MEMBRANE WOOD DECKING DRAINAGE SYSTEM 3/4" PLYWOOD

RAILING BASE FLASHING

3/4" PLYWOOD STUD JOISTS BLOCKING

TAPERED SUPPORTIVE JOIST

JOIST Level 3 20' - 0"

2 A 5.1

INTERIOR

Level 3 20' - 0"

6 A 5.1

BLOCKING STUDS

8 A 5.1 7 A 5.1

WATERPROOF MEMBRANE 1/2" GYPSUM BOARD BATT INSULATION

RESILIENT CLIPS

3/4" PLYWOOD PANEL STRUCTURE 1" AIR SPACE CORRUGATED METAL

GYPSUM CEILING HARDWOOD FLOORING SLEEPERS GYPCRETE

EXTERIOR

GYPSUM CEILING

INTERIOR

HARDWOOD FLOORING

3/4" PLYWOOD

SLEEPERS GYPCRETE

PANEL STRUCTURE 1" AIR GAP

HANGERS Level 2 10' - 0"

CORRUGATED METAL

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

9 A 5.1 10 A 5.1

3/4" PLYWOOD PANEL STRUCTURE WATERPROOF MEMBRANE 1" AIR SPACE

GYPSUM CEILING

JOIST JOIST HANGER BEAM BRACING

CORRUGATED METAL HANGERS

HARDWOOD FLOORING

EXTERIOR

ANCHOR

SLEEPERS

Jose Yael Flores jfloresperez@cpp.edu

Level 2 10' - 0"

HANGERS

3 A 5.1

RESILIENT CLIPS

INTERIOR

WINDOW FRAME CONNECTION

CONCRETE SLAB

No.

Description

Date

CONCRETE SLAB 4 A 5.1

11 A 5.1

Level 1 0' - 0"

SLAB ON GRADE CONCRETE COLUMN PAD

SLAB ON GRADE

REBAR

REBAR Parking -13' - 0" T.O. Footing -13' - 6"

Enlarged Wall Section 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by

B.O. Footing -15' - 6"

Key Wall Section 2 3/4" = 1'-0"

Revision number

Section Detail - FOX 1 3/4" = 1'-0"

A 3.2 Scale

6/1/2017 2:45:56 PM

Parking -13' - 0"

Title:

1.4

2.2

2.3

3.3

2.4

1.4

1.5

3 1 1.3

A 4.5

4 A 4.2

3.4

3.6

1.4

Jose Yael Flores jfloresperez@cpp.edu 1.2

1 A 4.2

A 4.3

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

3.7

2.3 PWDR 203

2 5

1.2

A 4.5

3.1

3 A 4.2 3

2.2

A 4.4

3.2

2.1

5 A 4.2

6 5

3.3

3.2

A 4.3

2 A 4.2

3.5

No. 7

2.1

1.1

ENLARGED FLOOR PLAN LEVEL 1 1/4" = 1'-0"

Date

2.4 1.1

Description

3.1

ENLARGED FLOOR PLAN LEVEL 2 1/4" = 1'-0"

ENLARGED FLOOR PLAN LEVEL 3 1/4" = 1'-0"

Title:

Enlarged Plans Section 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

16'

A 4.1

32' Scale

6/1/2017 2:46:38 PM

9' - 3" 3' - 2" 1' - 0"

0' - 5"

1' - 0"

9' - 3"

A 4.3

0' - 8"

2' - 4"

3' - 6"

4' - 5"

2' - 0"

7' - 11"

11' - 1"

5' - 1"

1' - 3"

1' - 6"

2' - 3"

0' - 6"

2' - 3"

7' - 9"

1' - 5"

0' - 6"

UNIT A - BATHROOM 1/2" = 1'-0"

UNIT A - KITCHEN 1/2" = 1'-0"

7' - 8"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

2' - 0"

5' - 0"

1' - 0"

4' - 6"

11' - 6"

4 3

5' - 4" 2' - 2"

Jose Yael Flores jfloresperez@cpp.edu

2' - 4"

2' - 6"

5' - 4"

A 4.4

2' - 2" 1

Description

Date

A 4.5

1' - 3"

A 4.5

2' - 7"

11' - 8"

9' - 6"

6' - 8"

5' - 8"

6' - 8"

3' - 3"

14' - 3"

4' - 6"

2' - 7"

No.

2 4' - 11"

4' - 0"

2' - 1"

1' - 7"

4' - 4" 5' - 4"

7' - 8"

9' - 9"

Title:

Enlarged Plans Section

UNIT B - POWDER ROOM 1/2" = 1'-0"

UNIT B - KITCHEN 1/2" = 1'-0"

UNIT B - BATHROOM 1/2" = 1'-0" 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 4.2 Scale

6/1/2017 10:33:09 PM

TILE - 1

GYP - 1 TILE - 1

GYP - 1

TILE - 1

GYP - 1

3' - 2"

VL - 1

ACC - 2

MIRR - 1

1' - 4" 0' - 9" 1' - 3"

UNIT A - BATHROOM - 2 2 1/2" = 1'-0"

UNIT A - BATHROOM - 3 1/2" = 1'-0"

UNIT A - BATHROOM - 4 1/2" = 1'-0"

KEYNOTE LEGEND NOTE* THE FOLLOWING KEYNOTES SHALL APPLY WHERE INDICATED ON THIS SHEET. KEY VALUE

GYP - 1

ACC - 2

INSTALL SHOWER BAR SUPPLIED BY OWNER

BS - 1

KITCHEN BACKSPLASH

BT - 1

TUB/SHOWER ASSEMBLY

CASE - 1

LOWER WOOD CASEWORK

CASE - 2

UPPER WOOD CASEWORK

GYP - 1

5/8" GYPSUM WALLBOARD

MIRR - 1

BATHROOM MIRROR

OVEN - 1

BUILT-IN OVEN

REF - 1

REFRIGERATOR

SINK - 1

MEDIUM-SIZE BATHROOM SINK

SINK - 2

LARGE-SIZE BATHROOM SINK

SINK - 3

SMALL-SIZE BATHROOM SINK

TILE - 1

BATHROOM WALL TILE

VL - 1

VANITY LIGHT

WC - 1

WATER CLOSET

Jose Yael Flores jfloresperez@cpp.edu West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

No.

UNIT A - KITCHEN - 1 1/2" = 1'-0"

Date

8' - 6"

CASE - 1

2' - 11"

Title:

Description

CASE - 1 2' - 10"

3' - 3"

OVEN - 1

INSTALL TOILET PAPER ROLL HOLDER SUPPLIED BY OWNER

2' - 6" 0' - 5"

CASE - 1

8' - 6"

2' - 6" 8' - 6"

7' - 6"

6' - 6"

1' - 9"

BS - 1

2' - 2"

2' - 6"

REF - 1

CASE - 2

ACC - 1

REF - 1

CASE - 2

1' - 9"

2' - 0"

1' - 0"

CASE - 2

KEYNOTE TEXT

UNIT A - KITCHEN - 2 1/2" = 1'-0"

Interior Elevations

UNIT A - KITCHEN - 3 1/2" = 1'-0" 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 4.3 Scale

6/1/2017 10:33:28 PM

UNIT A - BATHROOM - 1 1/2" = 1'-0"

8' - 0"

7' - 6"

8' - 0"

1' - 6"

BT - 1

BT - 2

1' - 3"

0' - 9"

3' - 4"

1' - 8"

WC - 1

1' - 3"

2' - 4"

SINK - 1

1' - 4"

SINK - 1

7' - 2"

8' - 0"

ACC - 2

1' - 6"

ACC - 2

SINK - 1

GYP - 1

1' - 11"

TILE - 1

TILE - 1 ACC - 2

5' - 9"

7' - 6"

SINK - 2

0' - 4"

WC - 1

8' - 11"

ACC - 2

ACC - 1 1

UNIT H - BATHROOM - 1 1/2" = 1'-0"

1' - 3"

2' - 4"

2' - 2"

BT - 1

WC - 1

UNIT H - BATHROOM - 2 1/2" = 1'-0"

KEYNOTE LEGEND NOTE* THE FOLLOWING KEYNOTES SHALL APPLY WHERE INDICATED ON THIS SHEET. KEY VALUE

VL - 1

MIRR - 1 GYP - 1

ACC - 1

INSTALL TOILET PAPER ROLL HOLDER SUPPLIED BY OWNER

ACC - 2

INSTALL SHOWER BAR SUPPLIED BY OWNER

BS - 1

KITCHEN BACKSPLASH

BT - 1

TUB/SHOWER ASSEMBLY

CASE - 1

LOWER WOOD CASEWORK

CASE - 2

UPPER WOOD CASEWORK

GYP - 1

5/8" GYPSUM WALLBOARD

MIRR - 1

BATHROOM MIRROR

OVEN - 1

BUILT-IN OVEN

REF - 1

REFRIGERATOR

SINK - 1

MEDIUM-SIZE BATHROOM SINK

SINK - 2

LARGE-SIZE BATHROOM SINK

SINK - 3

SMALL-SIZE BATHROOM SINK

TILE - 1

BATHROOM WALL TILE

VL - 1

VANITY LIGHT

WC - 1

WATER CLOSET

Jose Yael Flores jfloresperez@cpp.edu West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

No.

Description

Date

2' - 2"

5' - 2"

GYP - 1

2' - 4"

2' - 2"

TILE - 1

KEYNOTE TEXT

8' - 11"

3' - 3"

WC - 1

2' - 4"

Title:

Interior Elevations 01 10 May, 2017

Project number Date

UNIT H - BATHROOM - 3 1/2" = 1'-0"

UNIT H - BATHROOM - 4 1/2" = 1'-0"

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 4.4 Scale

6/1/2017 10:33:42 PM

2' - 2" 0' - 8"

0' - 8"

8' - 11"

9' - 1"

3' - 3" 0' - 8" 2' - 2"

SINK - 2

0' - 8"

1' - 3"

BT - 1

1' - 6"

0' - 8"

8' - 11"

ACC - 2

3' - 3"

MIRR - 1

GYP - 1 GYP - 1

1' - 7"

REF - 1

2' - 7" 0' - 4"

2' - 9" 0' - 4"

CASE - 1 3' - 1"

2' - 9" 0' - 4"

CASE - 1

8' - 5"

1' - 11" 6' - 6"

BS - 1

8' - 5"

2' - 0"

8' - 5"

3' - 9"

OVEN - 1

3' - 9"

1' - 10"

CASE - 2

0' - 2"

1' - 7"

CASE - 2

UNIT H - KITCHEN - 1 1/2" = 1'-0"

UNIT H - KITCHEN - 2 1/2" = 1'-0"

UNIT H - KITCHEN - 3 1/2" = 1'-0"

KEYNOTE LEGEND NOTE* THE FOLLOWING KEYNOTES SHALL APPLY WHERE INDICATED ON THIS SHEET. KEY VALUE

GYP - 1

KEYNOTE TEXT

ACC - 1

INSTALL TOILET PAPER ROLL HOLDER SUPPLIED BY OWNER

ACC - 2

INSTALL SHOWER BAR SUPPLIED BY OWNER

BS - 1

KITCHEN BACKSPLASH

BT - 1

TUB/SHOWER ASSEMBLY

CASE - 1

LOWER WOOD CASEWORK

CASE - 2

UPPER WOOD CASEWORK

GYP - 1

5/8" GYPSUM WALLBOARD

MIRR - 1

BATHROOM MIRROR

OVEN - 1

BUILT-IN OVEN

REF - 1

REFRIGERATOR

SINK - 1

MEDIUM-SIZE BATHROOM SINK

SINK - 2

LARGE-SIZE BATHROOM SINK

SINK - 3

SMALL-SIZE BATHROOM SINK

TILE - 1

BATHROOM WALL TILE

VL - 1

VANITY LIGHT

WC - 1

WATER CLOSET

No.

Description

Date

GYP-1

GYP - 1

WC - 1

2' - 8"

Title:

UNIT H - POWDER ROOM - 1 5 1/2" = 1'-0"

UNIT H - POWDER ROOM - 2 6 1/2" = 1'-0"

UNIT H - POWDER ROOM - 3 7 1/2" = 1'-0"

Interior Elevations 01 10 May, 2017

Project number

UNIT H - POWDER ROOM - 4 8 1/2" = 1'-0"

Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 4.5 Scale

6/1/2017 10:33:59 PM

2' - 4"

2' - 8"

SINK - 3

2' - 8"

8' - 0"

0' - 5"

WC - 1

8' - 0"

7' - 6"

8' - 0"

SINK - 3

SINK - 3 8' - 0"

8' - 0"

WC - 1

25' - 6"

GFI

BEDROOM

D 2

30' - 0"

36' - 6"

GFI

LIVING ROOM

17' - 10"

GFI

KITCHEN

BATHROOM

POWDER ROOM 3

LIVING ROOM

GFI

BEDROOM

Jose Yael Flores jfloresperez@cpp.edu West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

12' - 2"

GFI

KITCHEN

BATHROOM

GFI D

20' - 10" 25' - 6"

20' - 10"

4' - 8"

4' - 8" 25' - 6"

25' - 6"

No.

First Floor Reflecting Ceiling Plan 1/4" = 1'-0"

Second Floor Reflected Ceiling Plan 1/4" = 1'-0"

CEILING MOUNTED FIXTURE

FLUORESCENT STRIP FIXTURE

PENDANT FIXTURE

OUTLET - HALF SWITCHED

WATERPROOF OUTLET

ALARM KEYPAD

ELECTRIC METER

Date

Third Floor Reflected Ceiling Plan 1/4" = 1'-0"

ELECTRICAL SYMBOL LEGEND RECESSED CEILING FIXTURE

Description

CABLE

SPEAKER

GARBAGE DISPOSAL

DOORBELL

16'

DUPLEX OUTLET

WATERPROOF RECESSED CEILING FIXTURE

220 VOLT OUTLET

WALL MOUNTED FIXTURE

FLOOR OUTLET - HALF SWITCHED

RECESSED WALL FIXTURE

DUPLEX FLOOR OUTLET

WALL MOUNTED FIXTURE WITH PULL CHAIN

GFI OUTLET

CEILING MOUNTED FIXTURE WITH PULL CHAIN

SWITCH 2-WAY SWITCH

GARAGE DOOR OPENER

MODEM

SECURITY SYSTEM CONTACT

GAS METER

TELEPHONE

ELECTRIC WIRING Title:

3-WAY SWITCH

4-WAY SWITCH DIMMER

GFI

QUAD FLOOR OUTLET

QUAD OUTLET M

STEAM SHOWER

GATE RELEASE

TIMER

3-WAY DIMMER

INTERCOM

4-WAY DIMMER

J - BOX

MOTION SWITCH

MOTION SENSOR

ETHERNET / TELEPHONE

SUPPLY DIFFUSER

EXHAUST FAN/LIGHT COMBO

SUPPLY RETURN

MECHANICAL WHOLE HOUSE VENTILATION

AIR HANDLER

EXHAUST FAN

Reflected Ceiling Plan 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by

MOTOR

SMOKE DETECTOR

Revision number

A 4.6 Scale

6/1/2017 10:34:11 PM

RECESSED CEILING SPOT FIXTURE

SLOPED RIGID INSULATION 3/4" PLYWOOD

SLEEPER

CORRUGATED METAL

GYP-CRETE

3/4" PLYWOOD

3/4" PLYWOOD BLOCKING

RESILIENT CLIPS

SLEEPER

GYP-CRETE

RIM JOIST

RESILIENT CLIPS

DOUBLE PLATE

HARDWOOD FLOORING

SILL PLATE

3/4" PLYWOOD

HARDWOOD FLOORING

TRUSS JOIST

FACADE BACKING ANCHOR BOLT METAL FLASHING

SLEEPER

GYPSUM CEILING GYPSUM CEILING

3/4" GYPSUM BOARD

CORRUGATED METAL WATERPROOF MEMBRANE

1" AIR GAP

FACADE BACKING

TRUSS JOIST

3/4" PLYWOOD

BRACING

3/4" GYPSUM BOARD

RESILIENT CLIPS

GYP-GRETE

CONCRETE SLAB

GYPSUM CEILING

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

CORRUGATED METAL TO WALL 1 1/2" = 1'-0"

DOUBLE PLATE

WATERPROOF MEMBRANE

RAILING GLASS

1/2" CAP SCREW O.C.

SETTING BLOCK STEEL PLATE

SLOPED RIGID INSULATION

FACADE BACKING

FLASHING

CORRUGATED METAL

JOIST HANGER

WOODEN BEAM

WATERPROOF MEMBRANE

BATT INSULATION

CORRUGATED METAL

JOIST HANGER

HARDWOOD FLOORING

TRUSS JOIST

SLEEPER

WINDOW SCREW

GYP-CRETE

FACADE BACKING

TRUSS JOIST

WOODEN BEAM

JOIST HANGER

SLOPED RIGID INSULATION

PIPE

TRUSS JOIST

RESILIENT CLIPS

GYPSUM CEILING

BALCONY DRAIN SYSTEM 3" = 1'-0"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

SILL FLASHING

GYPSUM CEILING

No.

Description

DOUBLE-PANE GLASS SLIDING DOOR

HARDWOOD FLOORING

CONCRETE SLAB SLEEPER

PRESSUREEQUALIZATION CHAMBER

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

TIGHT AIR SEALS

PRESSURE-EQUALIZATION CHAMBER SILL FLASHING

DOUBLE PLATE

3/4" PLYWOOD HARDWOOD FLOORING

WATERPROOF MEMBRANE

Title:

Key Details

SLEEPER

HARDWOOD DECKING

GYP-CRETE

RIGID INSULATION

01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size

CANTILEVERED WALL 9 1 1/2" = 1'-0"

COURTAIN WALL TO CEILING 10 3" = 1'-0"

Date

DOUBLE-PANE GLASS SLIDING DOOR

SCREW

GYPSUM CEILING

Jose Yael Flores jfloresperez@cpp.edu

WOODEN BEAM

PRESSURE-EQUALIZATION CHAMBER

METAL FLASHING WITH DRIP CAP

GYP-CRETE

TRUSS JOIST

3/4" PLYWOOD

DOUBLE-PANE GLASS SYSTEM

SLEEPER

3/4" PLYWOOD

RESILIENT CLIP

RESILIENT CLIPS

12 A 5.1

JOIST HANGER

SLOPED RIGID INSULATION

BLOCKING

HARDWOOD FLOORING

3/4" PLYWOOD

WOODEN BEAM

JOINT PROTECTION

SLIDING DOOR

RIGID INSULATION WITH SLOPE

OVERFLOW DRAIN

GLASS RAILING 3" = 1'-0"

3/4" GYPSUM BOARD

3/4" PLYWOOD

WATERPROOF MEMBRANE

1" AIR GAP

ROOF PARAPET 3" = 1'-0"

TAPERED SUPPORTING JOIST

FLASHING SCREWS

WATERPROOF MEMBRANE

EXTERIOR WALL TO CONCRETE SLAB 3" = 1'-0"

HARDWOOD DECKING

TAPERED SUPPORTING JOIST

TRUSS JOIST

3/4" PLYWOOD

HARDWOOD DECKING

FACADE BACKING

1" AIR GAP

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

SEALANT

3/4" PLYWOOD

FLASHING

SLIDING DOOR TO CONCRETE SLAB 11 3" = 1'-0"

GLASS DOOR TO BALCONY 12 3" = 1'-0"

Drawn by Revision number

A 5.1 Scale

6/1/2017 10:34:31 PM

WATERPROOF MEMBRANE

HARDWOOD FLOORING

BATT INSULATION

DOOR SCHEDULE THICKNESS

MATERIAL

FINISH

FRAME MATERIAL

FRAME FINISH

1.1

ENTRY

3'-2"

7'-3"

1-3/4"

WOOD

PAINT

WOOD

PAINT

1.2

BATHROOM

3'-1"

7'-1"

1-3/4"

WOOD

PAINT

WOOD

PAINT

1.3

BEDROOM

3'-1"

7'-1"

1-3/4"

WOOD

PAINT

WOOD

PAINT

1.4

BALCONY

6'-2"

7'-1"

1-3/4"

GLASS

METAL

PAINT

1.5

CLOSET

6'-2"

7'-1"

1-3/4"

WOOD

PAINT

WOOD

PAINT

2.1

ENTRY

3'-2"

7'-3"

1-3/4"

WOOD

PAINT

WOOD

PAINT

2.2

BATHROOM

3'-1"

7'-1"

1-3/4"

WOOD

PAINT

WOOD

PAINT

2.3

BALCONY

6'-2"

7'-1"

1-3/4"

GLASS

METAL

PAINT

2.4

LAUNDRY

3'-0"

7'-6"

1-3/4"

WOOD

PAINT

WOOD

PAINT

3.1

BATHROOM

3'-1"

7'-1"

1-3/4"

WOOD

PAINT

WOOD

PAINT

3.2

BEDROOM

3'-1"

7'-1"

1-3/4"

WOOD

PAINT

WOOD

PAINT

3.3

BEDROOM

3'-1"

7'-1"

1-3/4"

WOOD

PAINT

WOOD

PAINT

3.4

CLOSET

6'-2"

7'-1"

1-3/4"

WOOD

PAINT

WOOD

PAINT

3.5

CLOSET

6'-2"

7'-1"

1-3/4"

WOOD

PAINT

WOOD

PAINT

3.6

BALCONY

6'-2"

7'-1"

1-3/4"

GLASS

METAL

PAINT

3.7

BALCONY

6'-2"

7'-1"

1-3/4"

GLASS

METAL

PAINT

3' - 2"

3' - 1"

3' - 0"

TYPE A

TYPE B

6' - 2"

TYPE C

7' - 1"

HEIGHT

7' - 1"

WIDTH

7' - 6"

ROOM

7' - 1"

TYPE

7' - 3"

NO.

TYPE D

TYPE E

DOORS 1/4" = 1'-0"

No.

DOOR SCHEDULE FRAME MATERIAL

1.1

ENTRY

4'-0"

10'-0"

GLASS

ALUMINUM

1.2

LIVING ROOM

3'-0"

10'-0"

GLASS

ALUMINUM

1.3

BEDROOM

3'-0"

10'-0"

GLASS

ALUMINUM

1.4

BALCONY

8'-6"

10'-0"

GLASS

ALUMINUM

2.1

BALCONY

7'-3"

10'-0"

GLASS

ALUMINUM

2.2

KITCHEN

3'-0"

10'-0"

GLASS

ALUMINUM

2.3

LIVING ROOM

4'-0"

10'-0"

GLASS

ALUMINUM

2.4

LIVING ROOM

4'-0"

10'-0"

GLASS

ALUMINUM

3.1

BEDROOM

4'-0"

10'-0"

GLASS

ALUMINUM

3.2

BEDROOM

3'-0"

10'-0"

GLASS

ALUMINUM

3.3

BEDROOM

3'-0"

10'-0"

GLASS

ALUMINUM

3.4

BEDROOM

9'-10"

10'-0"

GLASS

ALUMINUM

3' - 0"

5' - 0"

4' - 0"

TYPE A

WINDOWS 1/4" = 1'-0"

TYPE B

TYPE C Title:

Schedules 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 6.1 Scale

6/1/2017 2:48:45 PM

MATERIAL

10' - 0"

HEIGHT

10' - 0"

WIDTH

10' - 0"

ROOM

7' - 0"

TYPE

Date

3' - 0"

NO.

Description

4' - 7"

3' - 8"

3' - 3"

4' - 2"

6' - 8"

8' - 8"

10' - 1"

A 7.1

UP 3 A 7.1

Jose Yael Flores jfloresperez@cpp.edu

3' - 5"

UNIT A LEVEL 2 STAIR PLAN 1/2" = 1'-0"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

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

No.

Description

Date

HANDRAIL SUPPORT WOOD HANDRAIL

Level 3 20' - 0"

5 A 7.2

WOOD HANDRAIL

2' - 3"

1 A 7.2

HANDRAIL SUPPORT

8' - 8"

Title:

5/8" PLYWOOD SUBSTRATE

6' - 8"

HARDWOOD RISER HARDWOOD TREAD

2x10 FLOOR JOIST 2x12 STAIR STRINGER

HARDWOOD TREAD

5/8" PLYWOOD SUBSTRATE

Project number

2x12 STRINGER

Date

HARDWOOD RISER 2x STUD FRAME WALL SUPPORTING LANDING

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

01 10 May, 2017 24 X 36 J. Yael Flores 00

Size 2 A 7.2

Drawn by

Level 2 10' - 0"

Vertical Circulation

Level 2 10' - 0"

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

Revision number

A 7.1 Scale

6/1/2017 10:34:55 PM

6' - 8"

HARDWOOD FLOORING

1' - 1"

10' - 0"

4 A 7.2

3 A 7.2

2x12 STAIR STRINGER 0' - 1" HARDWOOD FLOORING 0' - 1"

5/8" PLYWOOD SUBSTRATE

0' - 11"

HANDRAIL 5/8" PLYWOOD SUBSTRATE

WALNUT RISER VENEER

0' - 11"

WALNUT RISER VENNER 0' - 7"

WALNUT TREAD HANDRAIL BRACKET

0' - 7"

WALNUT TREAD SCREW

SCREWS

2x BLOCKING (TYP.) 0' - 2"

HARDWOOD FLOORING

2x10 F.J. 16" O.C. (STAIR LANDING)

SLEEPERS

SISTERED 2x10 F.J.

1/2" GYPCRETE

JOIST HANGER

0' - 2"

DOUBLE TOP PLATE

0' -

3/4" PLYWOOD TRUSS JOIST

2x12 STAIR STRINGER

0.75'

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

1.5'

STAIR TO FLOOR DETAIL 1 1/2" = 1'-0"

0.75'

1.5'

HANDRAIL DETAIL 3" = 1'-0"

0.15'

0.3'

0.6'

1.2'

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

No. HARDWOOD FLOORING

Description

Date

HANDRAIL

5/8" PLYWOOD SUBSTRATE

DOUBLE JOISTS FASTENERS

2x12 STAIR STRINGER

DOUBLE PLATE

BLOCKING

WOODEN HANDRAIL 2x BLOCKING

6" INTERIOR WALL

6 A 7.2

2X BLOCKING

HANDRAIL BRACKET

STEEL PLATE

5/8" GYPSUM BOARD

HANDRAIL BRACKET

5/8" GYPSUM BOARD

FASTENERS

MOUNTING BRACKET

5/8" GYPSUM BOARD

Title:

STAIR LANDING TO INTERIOR WALL 4 1 1/2" = 1'-0"

HANDRAIL CONNECTION DETAIL 5 1 1/2" = 1'-0"

HANDRAIL DETAIL 6 3" = 1'-0"

Vertical Circulation 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

0.75'

1.5'

0.75'

1.5'

0.15'

0.3'

0.6'

A 7.2

1.2' Scale

6/1/2017 11:12:34 PM

5/8" GYPSUM BOARD

No.

Description

Date

Title:

Interior Perspectives 01 10 May, 2017

Project number Date

Drawn by Revision number

A 9.1 Scale

6/1/2017 10:35:40 PM

24 X 36 J. Yael Flores 00

Size

No.

Exterior Elevation 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 9.2 Scale

Date

6/1/2017 10:36:33 PM

Title:

Description

No.

Interior Elevation 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 9.3 Scale

Date

6/1/2017 10:37:30 PM

Title:

Description

No.

Rendered Section 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

A 9.4 Scale

Date

6/1/2017 10:37:39 PM

Title:

Description

25' - 6"

25' - 6" 14' - 9"

10' - 9"

14' - 8"

M 18' - 1"

GFI

4' - 4"

GFI

BEDROOM BEDROOM

17' - 10"

36' - 6"

GFI

KITCHEN

LIVING ROOM

30' - 0"

25' - 8"

30' - 0"

BATHROOM

VS VS

LIVING ROOM GFI

18' - 5"

GFI

POWDER ROOM

KITCHEN

12' - 2" DW

GFI

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

D D

Jose Yael Flores jfloresperez@cpp.edu

BEDROOM

92 °

20' - 10"

92 °

BATHROOM

GFI

10 1°

4' - 8" 20' - 10"

25' - 6"

20' - 10"

4' - 8" 25' - 6"

4' - 8"

25' - 6"

No.

First Floor Electrical Plan 1/4" = 1'-0"

Second Floor Electrical Plan 1/4" = 1'-0"

Third Floor Electrical Plan 1/4" = 1'-0"

ELECTRICAL SYMBOL LEGEND RECESSED CEILING FIXTURE

CEILING MOUNTED FIXTURE

FLUORESCENT STRIP FIXTURE

PENDANT FIXTURE

OUTLET - HALF SWITCHED

WATERPROOF OUTLET

ALARM KEYPAD

ELECTRIC METER

Date

CABLE

SPEAKER

GARBAGE DISPOSAL

DOORBELL

16'

RECESSED CEILING SPOT FIXTURE

DUPLEX OUTLET

WATERPROOF RECESSED CEILING FIXTURE

220 VOLT OUTLET

WALL MOUNTED FIXTURE

FLOOR OUTLET - HALF SWITCHED

RECESSED WALL FIXTURE

DUPLEX FLOOR OUTLET

WALL MOUNTED FIXTURE WITH PULL CHAIN

GFI OUTLET

CEILING MOUNTED FIXTURE WITH PULL CHAIN

SWITCH 2-WAY SWITCH

GARAGE DOOR OPENER

MODEM

SECURITY SYSTEM CONTACT

GAS METER

TELEPHONE

ELECTRIC WIRING Title:

3-WAY SWITCH

4-WAY SWITCH DIMMER

GFI

QUAD FLOOR OUTLET

QUAD OUTLET M

STEAM SHOWER

GATE RELEASE

TIMER

3-WAY DIMMER

INTERCOM

4-WAY DIMMER

J - BOX

MOTION SWITCH

MOTION SENSOR

ETHERNET / TELEPHONE

SUPPLY DIFFUSER

EXHAUST FAN/LIGHT COMBO

SUPPLY RETURN

MECHANICAL WHOLE HOUSE VENTILATION

AIR HANDLER

EXHAUST FAN

Electrical Drawings 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by

MOTOR

SMOKE DETECTOR

Revision number

E1.1 Scale

6/1/2017 10:37:57 PM

Description

25' - 6"

10' - 11"

25' - 6"

6' - 6"

14' - 7"

25' - 6"

3 1

BEDROOM

A 4.5

KITCHEN

LIVING ROOM

A 4.3

BATHROOM

30' - 0"

36' - 6"

17' - 10"

BEDROOM

POWDER ROOM

LIVING ROOM

A 4.5

7 BEDROOM

12' - 2"

6 KITCHEN

A 4.3

Jose Yael Flores jfloresperez@cpp.edu

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

BATHROOM

20' - 10" 20' - 10"

4' - 8"

20' - 10"

25' - 6"

4' - 8"

4' - 8" 25' - 6"

25' - 6"

No.

First Floor Mechanical Plan 1/4" = 1'-0"

Second Floor Mechanical Plan 1/4" = 1'-0"

Third Floor Mechanical Plan 1/4" = 1'-0"

ELECTRICAL SYMBOL LEGEND RECESSED CEILING FIXTURE

CEILING MOUNTED FIXTURE

FLUORESCENT STRIP FIXTURE

PENDANT FIXTURE

OUTLET - HALF SWITCHED

WATERPROOF OUTLET

ALARM KEYPAD

ELECTRIC METER

Date

CABLE

SPEAKER

GARBAGE DISPOSAL

DOORBELL

16'

RECESSED CEILING SPOT FIXTURE

DUPLEX OUTLET

WATERPROOF RECESSED CEILING FIXTURE

220 VOLT OUTLET

WALL MOUNTED FIXTURE

FLOOR OUTLET - HALF SWITCHED

RECESSED WALL FIXTURE

DUPLEX FLOOR OUTLET

WALL MOUNTED FIXTURE WITH PULL CHAIN

GFI OUTLET

CEILING MOUNTED FIXTURE WITH PULL CHAIN

SWITCH 2-WAY SWITCH

GARAGE DOOR OPENER

MODEM

SECURITY SYSTEM CONTACT

GAS METER

TELEPHONE

ELECTRIC WIRING Title:

3-WAY SWITCH

4-WAY SWITCH DIMMER

GFI

QUAD FLOOR OUTLET

QUAD OUTLET M

STEAM SHOWER

GATE RELEASE

TIMER

3-WAY DIMMER

INTERCOM

4-WAY DIMMER

J - BOX

MOTION SWITCH

MOTION SENSOR

ETHERNET / TELEPHONE

SUPPLY DIFFUSER

EXHAUST FAN/LIGHT COMBO

SUPPLY RETURN

MECHANICAL WHOLE HOUSE VENTILATION

AIR HANDLER

EXHAUST FAN

Mechanical Drawings 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by

MOTOR

SMOKE DETECTOR

Revision number

M1.1 Scale

6/1/2017 10:38:06 PM

Description

2"x12" RIM JOIST (TYP.)

1 6" STRUCTURAL COLUMN

25' - 6"

25' - 6" 9' - 0"

12” LOAD BEARING STUD WALL

11' - 7"

11' - 6"

11' - 5"

2"x12" DFL JOISTS @ 16” O.C

2"x12" DFL JOISTS @ 16” O.C 4"x8" DFL BEAM

12” LOAD BEARING STUD WALL

Jose Yael Flores jfloresperez@cpp.edu West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

30' - 0"

3' - 5" 30' - 0"

30' - 1"

30' - 0"

DOUBLE 2"x12" DFL JOISTS @ 16” O.C

18' - 5"

2 14' - 7"

18' - 7"

8” LOAD BEARING STUD WALL No.

DOUBLE 2"x12" DFL JOISTS @ 16” O.C

Description

Date

79 °

4' - 8" 4' - 8" 25' - 6"

2"x12" RIM JOIST (TYP.) 4"x8" DFL BEAM

Framing 1st Floor Plan 1/4" = 1'-0"

Framing 2nd Floor Plan 1/4" = 1'-0"

Title:

Framing Plans 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

16'

S1.1

32' Scale

6/1/2017 10:38:19 PM

17' - 9"

4"x8" DFL BEAM

2"x12" RIM JOIST (TYP.)

SUBFLOOR

25' - 6"

14' - 4"

2' - 5"

8' - 10"

11' - 7"

11' - 4"

4"x8" DFL BEAM

2"x12" DFL JOISTS @ 16” O.C

10 3°

12” LOAD BEARING STUD WALL

Jose Yael Flores jfloresperez@cpp.edu

18' - 9"

17' - 9"

30' - 0"

West Hollywood Multi-Family Housing 1051 N. Spaulding Avenue West Hollywood, CA 90046 Client: City of West Hollywood

No.

Description

Date

10 1°

4' - 8"

2"x12" RIM JOIST (TYP.)

Framing 3rd Floor Plan 1/4" = 1'-0"

Framing Plans 01 10 May, 2017

Project number Date

24 X 36 J. Yael Flores 00

Size Drawn by Revision number

16'

S1.2

32' Scale

6/1/2017 10:38:37 PM

Title: