12 Unit Multifamily Housing by Natalie Kester

12 UNIT MULTI-FAMILY HOUSING 198 S. OAKLAND AVE. PASADENA, CA 91105

GENERAL NOTES

VICINITY MAP

PROJECT PROGRAM

SPECIFIC NOTES

12 UNIT MULTI-FAMILY HOUSING 198 S OAKLAND AVE PASADENA, CA 91105

ZONING: RM-32 SITE AREA: 20566 SQF PROPOSED AREA: 13,095 SQF PROPOSED FOOTPRINT: 13,095 SQF HEIGHT LIMIT: 32 FEET APN: 5734-010-036/5734-010-035 OCCUPANCY GROUP: R-2 TYPE OF CONSTRUCTION: TYPE 5 STORIES: 3 SETBACKS RESIDENTIAL

310.4 Residential Group R-2. Residential occupancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature, including: Apartment houses Boarding houses (nontransient) with more than 16 occupants Congregate residences (nontransient) with more than 16 occupants Live/work units [HCD 1] Efficiency dwelling units (nontransient)

SECTION 312 UTILITY AND MISCELLANEOUS GROUP U 312.1 General. Buildings and structures of an accessory character and miscellaneous structures not classified in any specific occupancy shall be constructed, equipped and maintained to conform to the requirements of this code commensurate with the fire and life hazard incidental to their occupancy. Group U shall include, but not be limited to, the following: Carports Private garages Retaining walls Tanks

2013 CALIFORNIA MECHANICAL CODE GENERAL REQUIREMENTS (b) Not less than 75 percent of the supply air is discharged back into the same room or space. (c) Return-air inlets shall not be located within 10 feet (3048 mm) from an appliance firebox or draft diverter in the same enclosed room or confined space. 314.4 Retursi-AIr Limitations. Return air from one dwelling unit shall not discharge into another dwelling unit through the heating or cooling air system. 315.0 Water Supply. 315.1 General. Water supply and backfiow protection shall be in accordance with the California Plumbing Code. 316.0 Pipe, Tube Hangers, and Supports. 316.1 General. Piping and tubing shall be supported in accordance with this section, the manufacturer's instructions, and in accordance with the Authority Having Jurisdiction.

MINIMUM 5' AND MAXIMUM 20' SET BACK

CAL POLY POMONA PROFESSOR

ARC 302L/303L

ARC 472/472A

KIP DICKSON

MARC SCHULITZ

EMAIL: KADICKSON@CPP.EDU

EMAIL: MCSCHULITZ@CPP.EDU

CAL POLY POMONA PROFESSOR

ARC 472/472A

ARC 342/342A

HOFU WU

MICHAEL FOX

EMAIL: HWU@CPP.EDU

EMAIL: MAFOX@FOXLIN.COM

LOT INFORMATION

GOVERNING CODE ANALYSIS 2013 CALIFORNIA RESIDENTIAL CODE

PROJECT DIRECTORY

2013 CALIFORNIA PLUMBING CODE 404.1 General. Where a fixture is provided with an overflow, the waste shall be so arranged that the standing water in the fixture shall not rise in the overflow where the stopper is closed or remain in the overflow where the fixture is empty. The overflow pipe from a fixture shall be connected on the house or inletside of the fixture trap, except that overflow on flush tanks shall be permitted to discharge into the water closets or urinals served by them, but it shall be unlawful to connect such overflows with any other part of the drainage system. 1602.9.2 Gray Water Pipe and Fitting Materials. Aboveground and underground building drainage and vent pipe and fittings for gray water systems shall comply with the requirements for aboveground and underground sanitary building drainage and vent pipe and fittings in this code. These materials shall extend not less than 2 feet (610 mm) outside the building.

2013 CALIFORNIA ELECTRICAL CODE

620.91 Emergency and Standby Power Systems. An elevator(s) shall be permitted to be powered by an emergency or standby power system. Informational Note: See ASME A17.1-2007/CSA B44-07, Safety Code for Elevators and Escalators, 2.27.2, for additional information. (A) Regenerative Power. For elevator systems that regenerate power back into the power source that is unable to absorb the regenerative power under overhauling elevator load conditions, a means shall be provided to absorb this power. (B) Other Building Loads. Other building loads, such as power and lighting, shall be permitted as the energy absorption means required in 620.91(A), provided that such loads are automatically connected to the emergency or standby power system operating the elevators and are large enough to absorb the elevator regenerative power. (C) Disconnecting Means. The disconnecting means required by 620.51 shall disconnect the elevator from both the emergency or standby power system and the normal power system.

2013 CALIFORNIA ENERGY CODE

4.106.4.2 New multifamily dwellings. Where 17 or more multifamily dwelling units are constructed on a building site, 3 percent of the total number of parking spaces provided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging stations (EVCS) capable of supporting future EVSE and shall be identified on construction documents. Calculations for the number of EVCS shall be rounded up to the nearest whole number.

903.2.8 Group R. An automatic sprinkler system installedin accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area. Exceptions: 1. Existing Group R-3 occupancies converted to Group R-3.1 occupancies not housing bedridden clients, not housing nonambulatory clients above the first floor, and not housing clients above the second floor. 2. Existing Group R-3 occupancies converted to Group R-3.1 occupancies housing only one bedridden client and complying with Section 425.8.3.3 of the California Building Code. 3. Pursuant to Health and Safety Code, Section 13113, occupancies housing ambulatory children only, none of whom are mentally ill or mentally retarded, and the buildings or portions thereof in which such children are housed are not more than two stories in height, and buildings or portions thereof housing such children have an automatic fire alarm system activated by approved smoke detectors. 4. Pursuant to Health and Safety Code, Section 13143.6, occupancies licensed for protective social care which house ambulatory clients only, none of whom is a child (under the age of 18 years), or who is elderly (65 years of age or over). When not used in accordance with Section 504.2 or 506.3 of the California Building Code, an automaticsprinkler system installed in accordance with Section 903.3.1.2 shall be allowed in Group R-2.1 occupancies. An automatic sprinkler system designed in accordance with Section 903.3.1.3 shall not be utilized in Group R-2.1 or R-4 occupancies.

NATALIE KRISTIN KESTER

198 S OAKLAND AVE, PASADENA, CA 91105 198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

DEFERRED APPROVAL SCHEMATIC DESIGN PHASE

SHEET INDEX A0.0 A0.1 A0.2 A1.1 A2.1 A2.2 A2.3 A2.4 A2.5 A3.1 A4.1 A4.2 A5.1 A5.2 A6.1 A6.2 A6.3 A6.4 A6.5 A6.6 A7.1 A8.1 A8.2 A9.1

TITLE PAGE CODES CODES SITE PLAN FOUNDATION PLAN FLOOR PLAN 1 FLOOR PLAN 2 FLOOR PLAN 3 ROOF PLAN ELEVATIONS SECTIONS KEY WALL SECTIONS ENLARGED PLAN SECTIONS ENLARGED PLAN SECTIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS DOOR SCHEDULES DOOR SCHEDULES WINDOW SCHEDULES REFLECTED CEILING PLANS VERTICAL CIRCULATION VERTICAL CIRCULATION KEY DETAILS

S1.1 S1.2

FOUNDATION PLANS FRAMING PLANS

E1.1 E1.2

ELECTRICAL DRAWINGS ELECTRICAL DRAWINGS

M1.1

MECHANICAL DRAWINGS

P1.1

PLUMBING DRAWINGS

AC1.1

ACOUSTIC DRAWINGS

TITLE TITLE SHEET

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

A0.0

GENERAL NOTES

GENERAL NOTES: 1.

The general conditions of this Contract for construction, standard form of the American Institute of Architects, current edition, shall apply to all work in this contract, except as specifically modified below completion data.

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.

All work performed by the GC/Sub-Contractor shall conform to the codes, regulations, standards and requirements of the City of Pasadena, County or State and Federal agencies, as well as any other governing requirements, whether or not specified on the drawings.

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.

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.

Before submitting his bid, each bidder shall inspect the site of the proposed work to arrive at a 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 be held responsible for correction of such damage upon completion of work, included in the Contract by mutual consent.

The General Contractor shall provide an approved portable sanitary rest room facility prior to commencing work. It shall be located within the rear 25 feet of the property and at least 20 feet from any other property line, unless approved by the building department. It shall be maintained on a regular basis.

Construction is allowed only between the hours of 8:00 a.m. to 6:00 p.m. Monday through Friday, and is prohibited on public holidays.

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 approval change is not reimbursable.

10. 11.

33.

Submission Requirements: 1. Submit 1 blue line print and 1 reproducible print of Shop Drawings, and the number of copies of Product Data which Contractor Requires for distribution, plus one copy which will be retained by the Architect. 2. Drawings and product data shall be certified by the GC that they have been checked by him and conform to the Contractor requirements. 3. Please submit three samples unless otherwise specified. One sample will be retained by the Architect. Accepted samples will be signed and dated by Architect and Owner. B. Resubmission Requirements: 1. Show 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. Submit show drawings of skylights, sliding glass doors, and windows. 34.

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.

26. RETAINING WALLS/POOLS/SPAS/JACUZZIS/BOUNDARY WALLS/FENCES/TRELLIS/PATIO COVERS REQUIRE SEPARATE PERMITS. 27.

1 " x 11" binder format consisting of the following: Contract Close Out: Owners shall receive project information in an 8 2 A. Close-out Submittals: 1. Equipment Operation and Maintenance Data 2. Guarantees and Warranties for al 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: 1. Instruct Owner's personnel in operation of all systems, mechanical, electrical, and other equipment.

28.

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. 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 shall be 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.

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.

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]

The General Contractor or shall provide lien releases for all labor and materials paid for prior to receiving the next installation payment.

39.

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

32. A minimum 12" sq. access panel to the bathtub trap slip joint connection is required. Show the location and size on all plans. If a solid joint is to be used, clearly state on the plans and on access panel is required. [P.C.405.2]

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.

40.

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.

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

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.

BUILDING DEPARTMENT NOTES: 1.

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)

All work shall be done to the highest standard of craftsmanship by journeymen of the respective trades. 19.

Removals: Carefully remove work to be salvaged or reinstalled and store under cover. All equipment to be removed will be 20. saved for Owner's inspection. Contractor shall coordinate the work of all trades involved in the ceiling work to insure clearances for fixtures, ducts, piping, 21. ceiling suspension systems, etc.., necessary to maintain the finished ceiling heights indicated on the construction drawings. 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 22. quantified persons to determine where and how temporary precautionary measures shall be used and inspect same in field.

General Contractor shall install all items provided by Owner, including but not being limited to the Surface mounted light fixtures. 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 is is ambiguous must be referred to the Architect for interpretation or clarification.

Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. (2517 g 8,9).

Galvanized sheet metal (26 gauge min...) roof valley flashing is required. (3203-d5).

Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports.

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 form the Shop performing the welding or a report from the Special Inspector must be furnished to the job Inspector prior to framing approval.

10.

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 form the Architect's and Owner's substantially complete 27. punch list. The start date shall be agreed upon at the signing of the contract. 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.

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, 29. 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. Contractor to provide complete job, including all trim, transition, strips, shims, backing, etc... not specifically called out but required by code and/or to perform top quality work. These items shall be the responsibility of the Contractor at no 30. additional cost. The Contractor shall relocate drainage and sewer lines, water, gays, 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 31. 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. All finish materials shall be protected al 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 32. site, work in progress, stored materials (including the Owner's property remaining therein), new work, and public and private improvements on the property adjacent to the site shall be protected by 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.

Each light of safety glazing materials installed in hazardous locations shall be identified by a permanent label that specifies the labeler, and states that safety glazing materials 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 horizontally of the plane of the glazing. 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-lanels. 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 stair ways where the bottom edge of the glass is less than 60 inches above a walking surface.

18. Seismic: Provide seismic restrains and engineering for all mechanical, electrical, and plumbing equipment as required by code.

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:

Provide fire blocking in accordance with Chapter 78 in the following locations: a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. b. In concealed spaces of stud walls and partitions, including furred spaces, at 10-foot intervals along the length of the wall. c. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and covered ceilings. 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. Glu-Lam beams must be certified by A.I.T.C.

17. It is the sole responsibility of the General Contractor to provide all approval barricading, conform to all governing, requirements, and maintain required lights, warning and direction signs, and other protection near and about the site of work as may be required by all governing authorities having jurisdiction.

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.

Doors that swing over a landing/porch require a landing not less than 44" in length of travel and not more than 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 - 12 " max... below floor level.

16. Safety: All Contractors and/or their sub-contractors performing work on the premises shall be responsible for initiating, maintaining, and supervising a reasonable and prudent safety program including, but not limited to the isolation of work areas and the prompt removal and 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 or necessary for safety, per CAL-OSHA or other governing requirements.

28.

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

38.

15. Insurance required of Contractor shall comply with the following additional requirements: Contractor shall carry buildings risk "All Risk" insurance to cover the cost of this work. Architect shall be present with certificates of Contractor's insurance and Owner's fire and extended coverage at the time of signing 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 on other employee benefit acts, and in addition shall maintain employers liability insurance for minimum limit of $1,000,000.00.

26.

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

30. Plastic electrical boxes are to be clearly identified as approved for 1-hour construction [710.2.1,710.3]

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 too seam separation, faulty hardware, inferior furnishes, 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 and not for wear and tear or damage done by Client. Roofing installation shall be guaranteed for 5 years.

25.

24.

DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS.

37.

Handrails shall satisfy the following: (1012). A. Provide continuous handrail for stairways with 4 or more risers. B. Handrail shall be 34-38 inches above the nosing treads. C. Intermediate balusters shall be spaced 4 inches o.c. maximum to open side (s). 1 " inches nor more than 2 inches in cross sectional D. The hand grip portion of the handrail shall be not less than 1 4 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 for floor below) and open sides(s) of stair landings. G. Openings between balasters/rails shall be less than 4 inches.

SPECIFIC NOTES

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

29. All plumbing penetration through walls which require 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.

36.

all ceilings are level and true. Floors 13. All work shall be of the highest quality. GC is to assure that all walls are plumb and 14 " , 14 " unless. are to be installed level within reasonable tolerances of a +

24.

PROVIDE A 12" X 12" TUB ACCESS, OR USED FIXED JOINT. WATER CLOSETS TO USE MAXIMUM OF 1.28GAL./FLUSH. SEE CALGreen (CAL) sheets for details. PROVIDE 50 SQ. IN. VENT TOP AND BOTTOM FOR EACH WATER HEATER. PROVIDE MIN. 22" X 30" ATTIC ACCESS, WITH 30" HEADROOM. PROVIDE ALL BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS WITH NATURAL VENTILATION BY 1 OF THE FLOOR OF SUCH ROOMS WITH A MINIMUM OD 1.5 SQ. MEANS OF EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 20 FT. OR A MECHANICAL VENTILATION SYSTEM WITH MINIMUM FIVE AIR CHANGES PER HOUR DIRECTLY TO OUTSIDE.

Contractor shall supply and install blocking and supports in partitions and ceilings as required for installation of all specified equipment, accessories and millwork.

12. The Owner reserves the right to employ other and/or similar Contractors to do such portions of the work as are no covered by the Contract Documents.

23.

18. 19. 20. 21. 22.

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 the Architect.

1 " below 2

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.

IF THE CONTRACTOR ENCOUNTERS ASBESTOS OR OTHER TOXIC MATERIALS, THE WORK SHALL IMMEDIATELY BE STOPPED AND THE 35. OWNER AND ARCHITECT SHALL BE INFORMED OF THE PRESENCE OF THESE MATERIALS FOR IMMEDIATE ACTION. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A 36. SINGLE EFFORT BY LEVEL TYPE HARDWARE, PANIC BARS, PUS-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE A 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. 38. 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. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS, IN COMMON AREAS, SHALL EXTEND 24" 39. PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. 1 " LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL THE FLOOR OR LANDING SHALL NOT BE MORE THAN 2 1 1 40. BETWEEN 4 " AND 2 " SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW 41. 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 HAZARDOUS CONDITION. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 LBS FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS. 42. 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. STREET ADDRESS MUST BE PROVIDED ON FRONT OF THE BUILDING. NUMBERS MUST BE VISIBLE FROM THE STREET. MUST BE 43. 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 PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SINGS WITH MINIMUM 6" HEIGHT BY 44. BACKGROUND AT ALL REQUIRED COMMON AREAS PER PLAN.

SCHEMATIC DESIGN PHASE

3 " STROKE BLOCK LETTERS ON A CONTRASTING 4

EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE. 45. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRE-STOPPED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH SECTION 709.6. SPACE BETWEEN PENETRATING MATERIALS (DESCRIBED BELOW) MUST BE DESIGNED TO PREVENT THE 46. MOVEMENT OF HOT FLAME OR GASSES. 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 THAN 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.

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. 47. b. DUCT PASSING THROUGH HORIZONTAL EXIT WALLS. c. DUCT PENETRATING SHAFTS. d. DUCT PENETRATING FIRE-RESISTIVE ELEMENTS OF FIRE - RATED CORRIDOR WALLS. 2-HR AREA SEPARATION WALL WILL a. EXTEND VERTICALLY FRONT THE FOUNDATION TO A POINT 30 INCHES ABOVE THE ROOF. (504.6.4) 48. 1 ) (3) HOURS. b. ALL OPENINGS TO BE PROTECTED WITH FIRE ASSEMBLES HAVING A FIRE-RESISTIVE RATING OF (1 2 c. DUCTS THROUGH AREA SEPARATION WALLS SHOULD BE AVOIDED, DUCT PENETRATIONS SHOULD BE PROTECTED AS REQUIRED IN 713.11.

PROVIDE BLOCKING FOR FUTURE GRAB BARS IN ALL TOILETS AND BATHS ON ALL 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 WING OUT OF SHOWERS. WINDOWS IN ENCLOSURE WALLS SHALL BE LABELED 50. SAFETY GLAZING WHEN LESS THAN 60" ABOVE DRAIN.

PROVIDE LOW FLOW TOILETS. SEE CALGreen (CAL) sheets for details. PROVIDE LEVER TYPE OR SIMILAR HARDWARE NOT REQUIRING GRASPING AT DOOR.

11.

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

51. 52.

12.

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

THE APPLICABLE CODE FOR THIS PROJECT IS BASED ON THE 2013 CALIFORNIA BUILDING CODE STANDARDS

13.

A Deputy Inspector registered by the City of Pasadena 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.

PART PART PART PART PART PART PART PART

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.

1 2 3 4 5 7 9 12

BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA BUILDING CODE (2013) CALIFORNIA ELECTRICAL CODE (2013) CALIFORNIA MECHANICAL CODE (2013) CALIFORNIA PLUMBING CODE (2013) CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE CALIFORNIA FIRE CODE (2013) CALIFORNIA REFERENCED STANDARDS CODE 2005 CALIFORNIA ENERGY CODES

CHAPTER 14.25 PASADENA MUNICIPAL CODE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS

SEPARATE APPLICATION, PLAN CHECK, AND PERMIT(S) IS/ARE REQUIRED FOR: a. TENANT IMPROVEMENTS. b. BLOCK WALLS/FENCES. c. SIGNS. d. FIRE SPRINKLER SYSTEM PLANS WILL BE SUBMITTED FOR A FIRE SPRINKLER SYSTEM ON A SEPARATE PERMIT. e. ELECTRICAL WORK. f. MECHANICAL WORK. g. PLUMBING WORK.

TITLE CODES

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

NATIONAL RECOGNIZED GOOD ENGINEERING PRACTICES

A0.1

GENERAL NOTES

FIRE DEPARTMENT NOTES: 1.

PROVIDE A COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT ALL REQUIRED BUILDING IN ACCORDANCE WITH PMC 14.25.030 AND NFPA 13 THROUGHOUT ALL AREAS OF THE BUILDING. SPRINKLER PLANS TO BE SUBMITTED TO THE PERMIT CENTER FOR FIRE DEPARTMENTS REVIEW WITHIN THE ISSUANCE OF THE BUILDING PERMIT. NO WORK ON THIS SYSTEM SHALL BE STARTED PRIOR TO THE APPROVAL OF PLANS AND THE ISSUANCE OF A FIRE DEPARTMENT PERMIT. THIS REQUIREMENT SHALL BE INCLUDED IN THE GENERAL NOTES SECTION OF THE PLANS.

PROVIDE A COMPLETE AUTOMATIC FIRE ALARM AND DETECTION SYSTEM THROUGHOUT ALL REQUIRED BUILDINGS IN ACCORDANCE WITH PMC 14.25.050 AND NFPA 72. FIRE ALARM/DETECTION SYSTEM PLANS TO BE SUBMITTED TO THE PERMIT CENTER FOR FIRE DEPARTMENT REVIEW WITHIN THE ISSUANCE OF THE BUILDING PERMIT. NO WORK ON THIS SYSTEM SHALL BE STARED PRIOR TO THE APPROVAL OF PLANS AND THE ISSUANCE OF A FIRE DEPARTMENT PERMIT. THIS REQUIREMENT SHALL BE INCLUDED IN THE GENERAL NOTES OF THE PLANS. 2.1 ALL ELECTRICAL VAULTS SHALL HAVE PHOTOELECTRIC SMOKE DETECTION AND FIX-RATE-OF-RISE HEAT DETECTION INSTALLED PER THE LISTING , PMC, CFC, AND NPFA 72. 2.2 PROVIDE APPROVED HARDWIRED SMOKE ALARM(S), WITH BATTERY BACKUP, IN EACH SLEEPING ROOM, HALLWAYS ADJACENT TO SLEEPING ROOMS, AREAS SERVING THE SLEEPING AREA, AND AT THE TOP OF STAIRWAYS. ALL SMOKE ALARMS ARE TO BE PHOTOELECTRIC OR A SMOKE ALARM THAT IS LISTED A PHOTOELECTRIC/IONIZATION. ALL SMOKE ALARMS ARE TO BE INTERCONNECTED FOR ALARM SOUNDERS. ALL SOUNDERS ARE TO PRODUCE A CODED TEMPORAL PATTERN. ALL SMOKE ALARMS ARE TO BE UL 217 AND CALIFORNIA STATE FIRE MARSHAL LISTED.

PART PART PART PART PART PART PART

1 2 3 4 5 7 9

FIRE DEPARTMENT INSPECTIONS AREA REQUIRED. SCHEDULE ALL INSPECTIONS 72 HOURS IN ADVANCE. PHONE (909) 744-4668

CONTACT THE PASADENA WATER DEPARTMENT PRIOR TO ORDERING THE WATER METER TO COMPLY WITH THEIR REQUIREMENTS FOR RESIDENTIAL FIRE SPRINKLER SYSTEM. PHONE (626) 744-4409

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 OF THE PLAN.

ALL REFERENCES, DRAWINGS, NOTES, AND DETAILS REFERRING TO FIRE SPRINKLERS AND STANDPIPE SYSTEMS; FIRE DEPARTMENT ACCESS, FIRE HYDRANT AND UNDERGROUND SYSTEMS, FIRE ALARM AND REFRIGERANTS GAS DETECTION AND NOTIFICATIONS 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 PASADENA FIRE DEPARTMENT AND SHALL NOT BE INSTALLED UNTIL SEPARATE SUBMITTALS HAVE BEEN REVIEWED AND APPROVED BY THE PASADENA FIRE DEPARTMENT.

PROVIDE ILLUMINATED EXIT SIGNAGE THROUGHOUT THE PARKING GARAGE AND COURTYARDS TO CLEARLY GIVE DIRECTION AND LOCATION OF ALL EXITS. ALL EXIT STORAGE TO BE LISTED WEATHERPROOF (EXCEPTION: DWELLING).

ANY AND ALL REFERENCES PERTAINING TO ANY OF THOSE ITEMS PREVIOUSLY IDENTIFIED ABOVE ARE ONLY FOR CONTRACTOR INFORMATION AND ARE NOT TO BE CONSTRUCTED AS BEING APPROVED BY THE PASADENA FIRE DEPARTMENT.

CLEARLY IDENTIFY ALL RESCUE WINDOWS SERVING EACH SLEEPING AREA ON THE ELEVATION AND FLOOR PLAN DRAWINGS ALONG WITH A COMPLETED WINDOW SCHEDULE AND DOOR SCHEDULES.

STORAGE 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.

A MANUAL AND AUTOMATIC FIRE ALARM 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 PASADENA FIRE DEPARTMENT WITHIN 30-DAYS OF THE FINAL REVIEW OF THE ARCHITECTURAL PLANS. NO WORK ONT HIS SYSTEM SHALL BE STARTED PRIOR TO THE APPROVAL OF PLANS AND THE ISSUANCE OF A FIRE DEPARTMENT PERMIT.

PROVIDE APPROVED HARDWIRED SMOKE DETECTORS(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.

4.1 ALL RESCUE WINDOWS SHALL BE HORIZONTAL SLIDERS, SINGLE OR DOUBLE HUNG CASEMENT TYPE WINDOWS. VENT TYPE WINDOWS ARE NOT ACCEPTABLE FOR RESCUE WINDOWS. 5.

PROVIDE A MINIMUM OF 5-FEET CLEAR WIDTH TO ALL RESCUE WINDOWS FOR FIREFIGHTER ACCESS IF THE FIRE GROUND LADDERS CAN BE RAISED PARALLEL TO THE BUILDING OR 10-FEET IF THE LADDERS ARE RAISED PERPENDICULAR TO THE BUILDING WALLS. ACCESS TO THE RESCUE PATHS IS FROM THE STREET SIDE OF THE PROPERTY.

PROVIDE A FIRE FLOW TEST REPORT, PERFORMED BY THE CITY OF PASADENA WATER DEPARTMENT. 6.1 PROVIDE A SCALED SITE PLAN IDENTIFYING FIRE DEPARTMENT ACCESS AS REQUIRED BY CFC, ARTICLE 9, AND FIRE HYDRANT LOCATIONS REQUIRED FOR THE PROJECT BASED ON CFC APPENDIX B AND C.

8. 9.

PROVIDED "MEANS OF EGRESS EXIT ILLUMINATION" THROUGHOUT ALL AREAS OF THE BUILDING INCLUDING OFFICES; MECHANICAL, ELECTRICAL, AND STORAGE ROOMS OR AREAS; RESTROOMS, PARKING GARAGES, COURTYARDS, LANDINGS, AND WALKWAYS OUT TO THE PUBLIC WAY, ETC. (EXCEPTION: DWELLING UNITS). ALL ILLUMINATION SHALL HAVE SECONDARY POWER AND PROVIDE A MINIMUM OF 1-FOOT CANDLE ILLUMINATION AT THE FLOOR LEVEL. [CBC 1003.2.9].

I. II.

LOCATION OF EXHAUST DUCT FROM PROPERTY LINE AND OPENING INTO THE BUILDING SHALL BE PER CFC SEC. 4502.5.5 AND CMC SEC. 506.9.1.

IV.

PROVIDE 12-INCH, MINIMUM, ADDRESS NUMERALS ON THE STREET ADDRESS SIDE OF THE BUILDING(S). ADDRESS NUMERALS SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. ADDRESSES SHALL BE LOCATED SO THEY ARE CLEARLY VISIBLE FORM THE MAIN FIRE DEPARTMENT POINT OF ACCESS.

III.

10. PROVIDE 4-INCH, MINIMUM, ADDRESS NUMERALS ON EACH SUITE(S) OR UNIT(S) FRONT AND REAR DOORS. NUMERALS SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. 11. ALL BUILDING SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING BASED UPON THE EXISTING COVERAGE LEVEL OF THE PUBLIC SAFETY COMMUNICATION SYSTEM AT THE EXTERIOR OF THE BUILDING. MINIMUM SIGNAL STRENGTH OF 95 dBm SHALL BE RECEIVABLE WITHIN THE BUILDING.

SMOKE DETECTORS ARE NOT PERMITTED TO BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER. RELOCATED ALL SMOKE DETECTORS AWAY FORM OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS FROM STEAM CONTACTING THE SMOKE DETECTORS. EACH DWELLING UNIT SMOKE DETECTOR SHALL HAVE FORM-'C' RELAY BASE LISTED FOR RELEASING SERVICE AND ALL SMOKE DETECTORS SERVICING INDIVIDUAL DWELLING UNITS SHALL BE INTERLOCKED TOGETHER. PMC. 14.25.050. 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.

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 FAILURE 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.

SEPARATE SUBMITTAL REQUIRED-UNDERGOUND FIRE SYSTEMS PROVIDE CIVIL DRAWINGS CLEARLY INDICATING THE HYDRANT LOCATIONS, NEW AND EXISTING, SERVING THIS PROJECT. CONTACT THE CITY OF PASADENA WATER DEPARTMENT, (626) 744-4572, TO SCHEDULE A FIRE FLOW TEST(S) FOR THIS PROJECT. PROVIDE A COPY OF THE REPORT TO THE WATER DEPARTMENT INDICATING THE WATER AVAILABLE FORM THE FIRE HYDRANTS SERVING THIS PROJECT.

b. THE QUANTITIES AND LOCATIONS OF FIRE HYDRANTS REQUIRED FOR THIS SHALL BE ENGINEERED AS REQUIRED BY CFC, APPENDIX III-b, ARTICLE 9, AND PASADENA FIRE DEPARTMENTS FIRE GROUND OPERATIONAL NEEDS IN ACCORDANCE WITH NATIONAL RECOGNIZED GOOD ENGINEERING PRACTICES. THE CITY OF PASADENA 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, (626) 744-4720, THEIR REQUIREMENTS MAY BE MORE RESTRICTIVE). ALL ACCESS GATES SHALL BE PROVIDED WITH KNOX LOCK SYSTEMS APPROVED BY THE PASADENA FIRE DEPARTMENT (KNOX LOCK APPLICATIONS CAN BE OBTAINED AT FIRE DEPARTMENT HEADQUARTERS LOCATED AT 199 S. LOS ROBLES AVE., SUITE 550). 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 TAN 30 FEET IN LENGTH AS MEASURED FROM THE CURB LINE AXIS OF THE EMERGENCY FIRE ACCESS ROADWAY, OR A CIRCULAR TURNAROUND WITH A RADIUM 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 MAXIMUM VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET, 6 INCHES, AND WHICH SATISFIES EACH OF THE FOLLOWING REQUIREMENTS:

SPECIFIC NOTES

c.11 FIRE ACCESS ROADWAY - PARKING PROHIBITED. NOR 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 LINEAR 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) 11.

WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTS FORE FIRE DEPARTMENT ACCESS, FIRE HYDRANT LOCATIONS, WATER AVAILABILITY, AND FIRE LANE MARKING SHALL BE SUBMITTED TO THE FIRE DEPARTMENT WITHIN 30 - DAYS OF THE FINAL REVIEW OF THE ARCHITECTURAL PLANS. A CITY OF PASADENA FIRE DEPT.. AN APPROVED SITE PLAN SHALL BE SUBMITTED ALONG WITH THE ARCHITECTURAL PLAN SUBMITTL(S).

12.

ACCESS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC), SECTION 902, AND THE CITY OF PASADENA GUIDELINES. A SEPARATE PLAN SUBMITTAL AND APPROVED BY THE FIRE DEPARTMENT IS REQUIRED PRIOR TO CONSTRUCTION.

13.

PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM, OR MONITORING SYSTEM(S) SHALL BE APPROVED BY THE PASADENA FIRE DEPARTMENT PRIOR TO INSTALLATION OR MODIFICATION. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK. CFC, ARTICLE 10.

14.

IF ADDITIONS OF WALLS AND/OR OTHER TENANT IMPROVEMENTS OBSTRUCT OR EFFECT CONVERGENCE 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 PASADENA FIRE DEPARTMENT FORE APPROVAL PRIOR TO INSTALLING OR ALTERATION(S). NFPA 13

15.

ASSEMBLY OCCUPANCIES SHALL POST A "MAXIMUM OCCUPANT LOAD OF --------- PERSONS", SIGN NEAR THE MAIN EXIT FORM EACH ROOM.

16.

ALL EXIT DOORS SHALL BE OPEN ABLE FORM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

17.

PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLIES.

18.

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.

19.

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 PASADENA 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 SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. CFC, ARTICLE 79 & 80.

20.

PROVIDE ILLUMINATED EXIT SIGNAGE THROUGHOUT THE BUILDING CLEARLY GIVE DIRECTION AND LOCATION OF ALL EXITS. ALL EXIT SIGNAGE TO BE LISTED WEATHERPROOF (EXCEPTION: DWELLING).

21.

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

22.

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

23.

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

24.

ALL ROOF OR EXTERIOR MOUNTED DUCT-SMOKE DETECTORS SHALL BE LISTED AS AN EXTERIOR ASSEMBLY PER U.L. AND CSFM.

25.

ACTUATION OF SMOKE/FIRE DAMPER AND FIRE-RATED DOOR ASSEMBLIES WITH MAGNETIC HOLDERS SHALL COMPLY WITH CBC 713.10, 905.9.3(4) FOR PASSIVE SMOKE CONTROL SYSTEMS.

26.

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)

27.

BOTH SMOKE AND FIRE DAMPERS ARE REQUIRED FOR DUCT OPENINGS IN CORRIDORS.

THE BUILDING DIRECT DIGITAL CONTROL (DDC) SYSTEM IS NOT PERMITTED TO PERFORM THE FUNCTION OF THE BUILDING FIRE ALARM SYSTEM UNLESS LISTED BY US AS (UUKL) FOR SMOKE CONTROL SYSTEM AND UL 864 FIRE CONTROL EQUIPMENT.

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.

10.

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.

BUILDING STANDARDS ADMINISTRATIVE CODE (CAC) CALIFORNIA BUILDING CODE (CBC) CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA MECHANICAL CODE (CMC) CALIFORNIA PLUMBING CODE (CPC) CALIFORNIA ELEVATOR CODE (CELVC) CALIFORNIA FIRE CODE (CFC) CALGREEN CODE (2010)

2.2.2 RELOCATE ALL SMOKE DETECTORS A MINIMUM OF 3-FEET AWAY FROM OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS FROM STEAM CONTACTING THE SMOKE DETECTORS.

c.9 EXCEPT AS IS OTHERWISE PROVIDED HEREIN, EVERY FIRE ACCESS ROADWAY SHALL CONFORM FULLY TO THE REQUIREMENTS OF SECTION14.25.020(F) OF THIS CODE.

ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH THE HEALTH AND SAFETY CODE (HSC) SECTION 1345, CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19; TITLE 24, 2013 EDITION:

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

SCHEMATIC DESIGN PHASE

27.1 -ALL ELECTRICAL VAULTS SHALL HAVE PHOTOELECTRIC SMOKE DETECTION AND FIX-RATE-OF-RISE HEAT DETECTION INSTALLED PER THE LISTINGS, PMC, AND NPFA 72. 27.2 -PROVIDE APPROVED HARDWARE 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. 27.3 -SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER. 27.4 -RELOCATE ALL SMOKE DETECTORS A MINIMUM OF 3-FEET FRO OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS SUCH AS STEAM CONTACTING THE SMOKE DETECTORS.

c.1 THE PAVED HARD-SURFACE OF THE ROADWAY SHALL BE CAPABLE OF SIMULTANEOUSLY SUPPORTING NOT LESS THAN THREE VEHICLES WEIGHTING 3,500 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 AT 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 DISTANCED 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.

TITLE

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

A0.2

GENERAL NOTES

SPECIFIC NOTES

1 A4.1 86' - 9" 25' - 3"

9' - 0"

2' - 0 19/32" 2' - 9"

9' - 0"

8' - 9"

9' - 0"

2' - 6"2' - 3"

9' - 0"

8' - 9"

1' - 7 23/32"

8' - 10 1/2"

11' - 4 1/2"

3' - 0"

10' - 0 11/32"

58 SF

68 89 SF

ELEVATOR 70 65 SF

260 SF

46 SF

CLIENT

4' - 0"

32' - 4"

DUMPSTER AREA

ELEVATOR MACHINE ROOM 69

13' - 0"

89 SF

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING 122' - 3 7/32"

7' - 7"

CISTERN

23' - 4 1/2"

2'2'- 2" - 1 21/32"

PUMP

9' - 0" 9' - 2"

NATALIE KRISTIN KESTER

GENERATOR 71

BOILER ROOM 97' - 6"

---

7' - 0 11/32" 11' - 10"

9' - 0"

9' - 2"

31' - 0 1/2"

2A4.1 ---

72' - 7 1/2"

2' - 6 11/16"

1/12 SLOPE

9' - 0"

1' - 8 27/32"

18' - 0"

VAULT

213 SF

SCHEMATIC DESIGN PHASE

9' - 0"

UP 20' - 0 23/32"

9' - 1"

3' - 0"

29' - 0"

18' - 0"

7' - 10 1/2"

9' - 0"

2' - 42'1/32" - 1 31/32"

9' - 0"

31' - 6 3/32" 9' - 0"

2' - 3 15/16" 2' - 5 1/32"

9' - 0"

9' - 1 3/8"

30' - 9 3/16" 8' - 1 1/2" 2' - 10 1' 5/32" - 11 31/32"

9' - 0"

9' - 2"

9' - 0"

1' - 7 7/32"

10' - 5 3/4"

18' - 0"

25' - 0"

31' - 5 29/32" 22' - 1 3/4"

28' - 2 17/32"

TITLE FOUNDATION PLAN

PROPERTY LINE

143' - 1"

Parking 1/8" = 1'-0"

16'

32'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/4" = 1'

A2.1

GENERAL NOTES

16'

32'

SPECIFIC NOTES

1 A4.1

12' - 6"

15' - 0"

2' - 6"

12' - 6"

15' - 0"

8' - 0"

7' - 2"

2' 0' - 4" 0 1/32" 3' - 6"

22' - 9"

A3.1 2

LIVE/KITCHEN

WORK

282 SF

WORK 42

BATHROOM

505 SF 40' - 0"

BATHROOM 2

8 60 SF

62 SF

207 SF

62 SF

1' - 11"

A3.1

4' - 5"

10' - 7"

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

7 A8.1

CLIENT

4 Stair Elevation

211 SF

13' - 1"

NATALIE KRISTIN KESTER

A8.1 UP

BATHROOM

BEDROOM

54 SF

BATHROOM BEDROOM

15' - 7"

BATHROOM

1 A5.1

496 SF

11' - 1"

4' - 6"

15' - 0"

0' - 0"

WORK

496 SF

0' - 0 1/32" 12' - 5 31/32" 0' - 0 1/32"

8' - 7"

A4.1 ---

287 SF

LIVE/KITCHEN

17' - 6"

1' - 11" 1

4 12' - 9"

14' - 9"

2' - 6"

12' - 6"

2' - 6"

A3.1

9' - 1" 12' - 6"

15' - 0"

2' - 6"

SCHEMATIC DESIGN PHASE

LIVE/KITCHEN

64 SF

280 SF

40' - 0"

BATHROOM

LIVE/KITCHEN

280 SF

LIVE/KITCHEN 18

BATHROOM

60 SF

498 SF

47 495 SF

BATHROOM BEDROOM

BEDROOM

62 SF

215 SF

TITLE FLOOR PLAN 1 2' - 0"

11' - 0"

3' - 11"

11' - 2"

1' - 11"

2' - 0"

3 A3.1

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

11' - 1"

1' - 11"

2' - 0"

11' - 0"

15' - 0"

2' - 0"

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/4" = 1'

A2.2

GENERAL NOTES

30' - 0"

12' - 0"

16'

32' SPECIFIC NOTES

A4.1

15' - 0"

45' - 0"

A3.1 0' - 0"

12' - 6"

2' -0'6"- 0"

7' - 6"

0' - 0"

2 0' - 0"

7' - 6"

0' -2'0"- 6"

12' - 6"

0' - 0"

7' - 6"

0' - 0"

PATIO

248 SF

202 SF

A4.1 ---

28 121 SF A6.3

A6.3

PATIO

8' - 10"

Elevation 3 Kitchen

PATIO

1 Elevation 1 Kitchen

30' - 2"

412 SF

LIVE/KITCHEN

Elevation 2 Kitchen

PATIO

Elevation 4 40 4 Kitchen

488 SF

430 SF

LAUNDRY CLOSET

38 DN UP

DN UP

36 SF

A8.1

63 SF UP

BATHROOM A3.1

BEDROOM

A6.1

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

8 A8.1 A6.1

CLIENT

Elevation 3 7 Living 1

A6.1

A3.1

30' - 0"

LIVE/KITCHEN

187 SF 49' - 10"

479 SF

63 SF

8 Elevation 4 Living

62 SF

LIVE/KITCHEN

4 Stair Elevation A6.1 5 Elevation 2 Living

BATHROOM

D T

NATALIE KRISTIN KESTER

558 SF

Elevation 1 Living

BATHROOM

15' - 7"

LIVE/KITCHEN

2 A5.1 39' - 9"

A6.3

7' - 6"

41 DN

451 SF

LIVE/KITCHEN

SCHEMATIC DESIGN PHASE

468 SF

BATHROOM

PATIO

19' - 8"

40' - 0"

64 SF

865 SF

LIVE/KITCHEN 29 298 SF

BEDROOM 20

PATIO

20' - 0"

275 SF

13' - 7"

22 532 SF DN

0' - 0"

7' - 6"

15' - 0"

0' - 0"

TITLE 30' - 0"

2' - 6"

10' - 6"

2' - 0"

15' - 0"

1' - 11"

3 A3.1

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

11' - 1"

2' - 0" 2' - 0"

11' - 0"

2' - 0"2' - 5"

10' - 7"

2' - 0"

15' - 0"

13' - 0"

2' - 0"

FLOOR PLAN 2

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/4" = 1'

A2.3

GENERAL NOTES

0' 15' - 0"

15' - 0"

30' - 0"

16'

32'

SPECIFIC NOTES

15' - 0"

A4.1

A3.1

Elevation 1 Bedroom

A6.2

4 Elevation 4 Bedroom

BEDROOM

222 SF

65 SF

DEN

BATHROOM

254 SF DN

A6.1

BATHROOM 52

14' - 5"

PATIO

DEN

202 SF

312 SF

59 SF4

A6.1

DEN

259 SF

260 SF

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

9 A8.1

CLIENT

4 Stair Elevation

PATIO 33

63 SF

DEN

NATALIE KRISTIN KESTER

3 Elevation 3 Bathroom

A8.1 DN

63 SF

1 Bathroom

Elevation 2 2 Bathroom 51

222 SF

BATHROOM 55

A6.1

3 A5.1

8' - 10"

63 SF

171 SF

BEDROOM

39' - 2"

A6.2

BATHROOM

BEDROOM

A3.1

39' - 9"

A6.2

Elevation 4 Bathroom

220 SF

A4.1 ---

Elevation 2 2 Bedroom

Elevation 1 Bathroom

226 SF

Elevation 3 Bedroom

BEDROOM

121 SF

A3.1

SCHEMATIC DESIGN PHASE

40' - 0"

PATIO 32

PATIO

158 SF

34 810 SF

7' - 6"

0' - 0"

7' - 6"

0' - 0"

1' - 11"

11' - 2"

9' - 5"

7' - 6"

0' 2' - 0" - 1"

12' - 11"

0' - 0"

TITLE FLOOR PLAN 3

15' - 0"

0' - 0"

15' - 0" 15' - 0"

3 A3.1

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

15' - 0"

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/4" = 1'

A2.4

GENERAL NOTES

SPECIFIC NOTES

1 A4.1 15' - 0"

ROOF SLOPE 1/8"/1' AND 1/4"/1'

15' - 0" 30' - 0"

15' - 0"

A3.1

13' - 8"

17' - 7"

39' - 9"

A4.1 ---

4 M1.1

NATALIE KRISTIN KESTER

39' - 11"

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

A3.1

17' - 6"

CLIENT

SCHEMATIC DESIGN PHASE

TITLE ROOF PLAN

3 A3.1

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

16'

32'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/4" = 1'

A2.5

GENERAL NOTES

PLASTER VENEER

A4.1 ---

PARAPET 30' - 0"

East 1/8" = 1'-0"

SPECIFIC NOTES

PARAPET 30' - 0"

ROOF 29' - 0"

PLASTER VENEER

Level 3 20' - 0"

Level 2 10' - 0"

Level 1 0' - 0"

West 1/8" = 1'-0"

4 1 A4.1

PLASTER VENEER

PARAPET 30' - 0"

ROOF 29' - 0"

SLIDING GLASS DOOR

NATALIE KRISTIN KESTER

GLASS DOOR 198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

Level 3 20' - 0"

CLIENT

GLASS FRAME DOOR

LOW E-PAIN GLASS

Level 2 10' - 0"

Level 1 0' - 0"

SCHEMATIC DESIGN PHASE

North 1/8" = 1'-0"

PARAPET 30' - 0"

SLIDING GLASS DOOR

1 A4.1

GLASS DOOR ROOF 29' - 0"

PLASTER VENEER Level 3 20' - 0"

Level 2 10' - 0"

36” X 72 CLEAR GLAZE WINDOW

TITLE ELEVATIONS

Level 1 0' - 0"

South 1/8" = 1'-0"

16'

32'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/8" = 1'

A3.1

GENERAL NOTES

2A4.1 ---

SPECIFIC NOTES

PLASTER

---

LOW E-PAIN GLASS

36” X 72” CLEAR GLASS

PARAPET 30' - 0"

ROOF 29' - 0"

8 A9.1

Level 3 20' - 0"

LOW E-PAIN GLASS

Level 2 10' - 0" 18” CONCRETE SLAB

11 A9.1

10 A9.1

Level 1 0' - 0"

Parking -11' - 6 5/32"

NATALIE KRISTIN KESTER

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

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

PLASTER PLASTER

1 A4.1

PARAPET 30' - 0"

ROOF 29' - 0"

SCHEMATIC DESIGN PHASE

4' - 0"

Level 3 20' - 0"

---

Level 2 10' - 0" 18” CONCRETE SLAB

Level 1 0' - 0"

Parking -11' - 6 5/32"

TITLE

SECTIONS

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

16'

32'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/4" = 1'

A4.1

GENERAL NOTES

WALL CAP

WALL CAP 0' 0' -- 11 1/2" 23/32"

BLOCKING PAPER PAPER

0' - 1 0' 7/16" 0'- -4"1 1/2"

HSS STEEL TUBING

COMPOUND CEILING

WOOD FLOOR RUBBER 2X10 JOIST

0' - 4 1/4"0' - 9"

A8.1

WOOD FLOOR RUBBER

BOLT 2X4 STUD

R-11 BATT INSULATION 0' - 10 3/4" 0' - 2"

Level 3 20' - 0"

0' - 10 3/4"

INTERIOR

0' - 4 1/4"

BOLT

2X4 STUD

ROOF 29' - 0"

0' - 4 1/4"0' - 9"

2' - 0"

ROOF 29' - 0"

R-11 BATT INSULATION

INTERIOR

1' -0 "

R-11 BATT INSULATION

HSS STEEL TUBING

2X10 JOIST

INTERIOR

Level 3 20' - 0"

HSS STEEL TUBING

BOLT 2X4 STUD

NATALIE KRISTIN KESTER

HSS STEEL TUBING

WOOD FLOOR RUBBER 2X10 JOIST

R-11 BATT INSULATION

INTERIOR

CLIENT

Level 2 10' - 0"

0' - 11 29/32" 0' - 4 1/4"0' - 9"

COMPOUND CEILING

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

R-11 BATT INSULATION HSS STEEL TUBING Level 2 10' - 0"

0' - 10 3/4"

2X10 JOIST

1/4" / 1'-0"

2X10 JOIST

WOOD FLOOR RUBBER

COMPOUND CEILING

PLYWOOD

R-11 BATT INSULATION

BOLT 2X4 STUD

0' - 4 1/4"0' - 9"

A8.1

TAPERED RIGID INSULATION

PLYWOOD

0' - 4 1/4"

INTERIOR

PLASTER VENEER

PARAPET 30' - 0"

COMPOUND CEILING 1

R-11 BATT INSULATION

WATERPROOFING MEMBRANE

PLASTER VENEER

0' - 6"

1/8" / 1'-0"

PARAPET 30' - 0"

R-11 BATT INSULATION 6' - 0 7/32"

1' -0 "/

TAPERED RIGID INSULATION

2X4 STUD WALL

EXTERIOR

2X4 STUD WALL

4' - 0 7/32"

3' - 6 7/32"

DAMP PROOFING

1' -0 "

WATERPROOFING MEMBRANE

SPECIFIC NOTES

DAMP PROOFING

1' -0 "/

7 A9.1

EXTERIOR

2X10 JOIST

BLOCKING

INTERIOR

SCHEMATIC DESIGN PHASE

ALUMINUM FRAME WINDOW

1 A8.1

1' - 3 29/32" 0' 0' -- 11 1/2" 23/32" 1' - 6"

WOOD FLOOR RUBBER INTERIOR

R-11 BATT INSULATION

INTERIOR

ANCHOR BOLT 2X4 STUD Level 1 0' - 0"

18” CONCRETE SLAB

Level 1 0' - 0"

0' - 2 1/32" 0' 0' - 6" - 0' 2 9/16" - 3 7/16" 1' - 0 7/32"

1' - 4"

18” CONCRETE SLAB REBAR FOUNDATION REBAR

FOUNDATION REBAR

CONCRETE COLUMN REBAR

18” CONCRETE SLAB

GRAVEL EARTH

GRAVEL Parking -11' - 6 5/32"

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

TITLE KEY WALL SECTIONS

1' - 4"

0' - 8"

EARTH

Parking -11' - 6 5/32"

FOOTING

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

16'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1" = 1'

A4.2

GENERAL NOTES

SPECIFIC NOTES

A4.1

A4.1 14' - 6" Elevation 1 Bedroom

15' - 6" 7' - 8 1/2"

11 18

A6.2

A4.1

4 Elevation 4 Bedroom

14' - 0 1/2"

3' - 3"

12 19

8' - 10"

PATIO

12 19

BEDROOM

121 SF

A6.3

226 SF

15' - 9"

3' - 8 1/2"

2 A5.2

A6.3

A4.1 ---

A4.1 --A6.2

6' - 3"

3' - 0" Elevation 2 2 Bedroom 2' - 9"

1 Elevation 1 Kitchen Elevation 3 Bedroom

12 19

Elevation 3 Kitchen

11 18

13' - 0"

15' - 3"

A6.2

WORK 16' - 11"

A6.2

79 25' - 9"

496 SF 2-

3'3'- 10" - 4"

3 A5.2

14' - 0"

LIVE/KITCHEN 9' - 6"

A4.1 ---

488 SF

Elevation 1 Living

4 Stair Elevation

A6.1

4' - 8"

49' - 1" 6' - 6"

Elevation 4 Bathroom A6.1

A6.1

SCHEMATIC DESIGN PHASE

DN 4 Stair Elevation

13 20 A6.1

6' - 6 1/2"

10' -TV 4 3/4"

1 A5.2

6' - 0"

62 SF

8 Elevation 4 Living

4 Stair Elevation UP

Elevation 2 Living

3' - 0"

13 20

3' - 0"

A6.1

7' - 7"

3' - 0"

PATIO

4 A5.2

8' - 4"

8' - 0 25/32"

A8.1

59 SF

A8.1

3' - 0 5/16"

A8.1

13 20

Elevation 2 2 Bathroom

CLIENT

3 Elevation 3 Bathroom

Bathroom 51

2' - 9 21/32"

6' - 6 23/32"

3' - 4"

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

A6.1

4 DN UP

6' - 2 1/2"

9' - 11 1/2"

BATHROOM

10' - 3"

A6.1

0' - 4 1/2"

2' - 9"

Elevation 1 Bathroom

Elevation 2 Kitchen

A6.3

4' - 8"

10' - 0 3/16"

A6.3

6' - 2 1/2"

1' - 11"

40' - 3"

40' - 6"

10' - 6 3/16" Elevation 4 4 Kitchen

NATALIE KRISTIN KESTER

33 121 SF

Elevation 3 7 Living

6 A6.1

7 7

Callout of Level 1 1 1/4" = 1'-0" 2

Callout of Level 2 1/4" = 1'-0"

Callout of Level 3 1/4" = 1'-0"

TITLE ENLARGED PLANS SECTION

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

3/4" = 1'

A5.1 0'

16'

GENERAL NOTES

SPECIFIC NOTES

1 A4.1

10' - 7 3/4"

13 20

A6.1 D

Elevation 1 Living

4' - 4 1/4"

A6.1

8 Elevation 4 Living

10' - 3"

A6.1

1 2' - 7 15/32" 1' - 7 15/16"

Elevation 3 7 Living

3 Elevation 3 Bathroom

4' - 10"

Elevation 2 Living

488 SF

2' - 7 3/4"

5' - 6"

LIVE/KITCHEN

Elevation 1 Bathroom

8' - 6 25/32"

4' - 2"

Bathroom 8' - 7 3/4"

59 SF

2' - 0"

Elevation 4 Bathroom

1' - 11 1/4"

2' - 2"

2' - 5"

Elevation 2 2 Bathroom

A6.1

7 4

1' - 6"

A6.1

Enlarged Living Space 1/2" = 1'-0"

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

2' - 10"

NATALIE KRISTIN KESTER

1 A4.1 1

0' - 0"

A4.1

15' - 0"

0' - 0"

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

0' - 0"

7' - 6"

0' - 0"

CLIENT

Elevation 3 Kitchen

7' - 8 1/2" 15' - 0"

Elevation 1 Bedroom

6' - 6" A6.2 4 Elevation 4 Bedroom

A6.3

A6.3 1 Elevation 1 Kitchen

A6.2

6' - 8"

SCHEMATIC DESIGN PHASE

LIVE/KITCHEN 40 488 SF

BEDROOM

17' - 3 1/2"

13' - 3"

A4.1 ---

A6.2

Elevation 4 4 Kitchen

A6.3 3' - 11 1/4"

2' - 3" 2' - 5"

7 2

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

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

TITLE

A6.3

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

2' - 4 3/8" 10' - 6 3/16"

12' - 7"

2' - 2 3/8"

Elevation 2 Kitchen

Elevation 2 2 Bedroom

1' - 11 3/8"

A6.2

W/D

3' - 0"

A4.1 ---

2' - 6"

Elevation 3 Bedroom

226 SF

GENERAL NOTES 9' - 8 5/8"

2' - 6" 4' - 8"

5' - 0"

2' - 1"

2' - 6"

SPECIFIC NOTES

BATH

Level 3 20' - 0"

3' - 3"

2' - 9 1/4"

Level 3 20' - 0"

2' - 9 9/32"

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

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

Elevation 3 - Bathroom 1/2" = 1'-0"

4' - 0"

3' - 0 1/8"

2' - 3 3/4"

1' - 0"

TOIL 0' - 0 5/8"

2' - 3 3/4"

3' - 0 1/8"

1' - 3 3/4"

1' - 9 25/32"

3' - 0 1/8"

TOIL

4' - 9 11/16"

7' - 2"

8' - 0" COUN

COUN

8' - 0"

6' - 6 1/4"

7' - 2"

6' - 5 1/8"

8' - 0"

2' - 10"

Level 3 20' - 0" 2' - 7 15/32"

6' - 1 25/32"

Elevation 4 - Bathroom 1/2" = 1'-0"

1' - 0"

8' - 6 25/32"

NATALIE KRISTIN KESTER

6' - 0"

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

6' - 11"

CLIENT

6' - 0" 1' - 0"

1' - 2 1/4"

Level 2 10' - 0"

0' - 4 1/2"

8' - 0"

0' - 4 1/2"

8' - 0"

0' - 4 1/2"

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

Level 2 10' - 0"

SCHEMATIC DESIGN PHASE

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

A4.1

0' - 2 3/4"

0' - 4 1/2"

8' - 0"

5' - 7"

5' - 9 1/2"

6' - 0"

0' - 2 3/4"

7' - 7"

TITLE INTERIOR ELEVATIONS

Level 2 10' - 0"

10' - 7" 13' - 7"

Elevation 4 - Living 1/2" = 1'-0"

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

4' - 2"

Elevation 3 - Living 1/2" = 1'-0"

1/2" = 1'

A6.1 0'

GENERAL NOTES

2 -

19 12

A4.1 ---

18 11

SPECIFIC NOTES

A4.1

16' - 3"

1' - 10"

Level 3 20' - 0" 5' - 0"

BED

Level 3 20' - 0"

6' - 6"

0' - 7"

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

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

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

A4.1 ---

A4.1

SCHEMATIC DESIGN PHASE 6' - 3"

3' - 6"

3' - 0"

6' - 0" BED

6' - 9"

7' - 2"

8' - 0"

6' - 8"

1' - 10"

0' - 9 0' 3/4" - 4 1/2"

8' - 0"

0' - 4 1/2" 0' - 9 0' 3/4" - 4 1/2"

8' - 0"

7' - 9"

W/D

Level 3 20' - 0"

15' - 11"

TITLE

Elevation 3 - Bedroom 1/2" = 1'-0"

INTERIOR ELEVATIONS

Elevation 4 - Bedroom 4 1/2" = 1'-0"

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/2" = 1'

A6.2

GENERAL NOTES

1' - 7 5/16"

2' - 4 3/8"

2' - 5 15/16"

2 -

A4.1

A4.1 ---

SPECIFIC NOTES

3' - 11 13/16"

MIC

4' - 4 1/8"

7' - 0 3/8"

8' - 0"

REF

Level 2 10' - 0"

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

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

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

A4.1

A4.1 ---

SCHEMATIC DESIGN PHASE

REF

Level 2 10' - 0"

Elevation 3 - Kitchen 1/2" = 1'-0"

Elevation 4 - Kitchen 1/2" = 1'-0"

TITLE INTERIOR ELEVATIONS

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/2" = 1'

A6.3

GENERAL NOTES

Door Schedule Level 1

BEDROOM Level 1

LIVE/KITC HEN

BEDROOM Level 1

LIVE/KITC HEN

BEDROOM Level 1

LIVE/KITC HEN

BEDROOM Level 1

LIVE/KITC HEN

BEDROOM Level 1

LIVE/KITC HEN

BATHROO Level 1 M

LIVE/KITC HEN

BATHROO Level 1 M

LIVE/KITC HEN

BATHROO Level 1 M

LIVE/KITC HEN

BATHROO Level 1 M

WORK

BATHROO Level 1 M

LIVE/KITC HEN

Level 1

WORK LIVE/KITC HEN LIVE/KITC HEN

Level 1 Level 1

WORK

Level 1

WORK

Level 1

LIVE/KITC HEN LIVE/KITC HEN

Level 1

LIVE/KITC HEN

Level 1

LIVE/KITC HEN

Level 1

13 14 15

Level 1

LIVE/KITC HEN

BATHROO Level 1 M

LIVE/KITC HEN

BATHROO Level 1 M

WORK

BATHROO Level 1 M

WORK

BATHROO Level 1 M

WORK

BATHROO Level 1 M

Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Maiman-Stil eRail-G80136" x 84" 36" x 84" 36" x 84" Maiman-Stil eRail-G80136" x 84" Maiman-Stil eRail-G80136" x 84" Maiman-Stil eRail-G80136" x 84" 36" x 84" Maiman-Stil eRail-G80136" x 84" Maiman-Stil eRail-G80136" x 84" Maiman-Stil eRail-G80136" x 84" Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Curries-FR P-F-36 x 84-ALU

Width

Height

Thickness

Finish

Fire Rating

Type Mark

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

1 1

3' - 0" 3' - 0"

7' - 0" 7' - 0"

0' - 2" 0' - 2"

1 1

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 2"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

Framework 1 s-Narrow-A L1-36" x 84"-ALU

3' - 0"

7' - 0"

0' - 1 3/4"

Description Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Wood Door with Wood Frame

Wood Door with Wood Frame Wood Door with Wood Frame Wood Door with Wood Frame

Wood Door with Wood Frame Wood Door with Wood Frame Wood Door with Wood Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame FRP Door with Aluminum Frame Aluminum Door with Aluminum Frame

Mark

To Room: Name

Level

LIVE/KITC HEN

BEDROOM Level 2

LIVE/KITC HEN

BATHROO Level 2 M

LIVE/KITC HEN

LAUNDRY CLOSET

LIVE/KITC HEN

BATHROO Level 2 M

LIVE/KITC HEN

Level 2

Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Maiman-Stil eRail-G80136" x 84" Framework s-Narrow-A L1-36" x 84"-ALU Maiman-Stil eRail-G80136" x 84" Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU 96" x 96"

Level 2

BATHROO Level 2 M

LIVE/KITC HEN

Type

Level 2

Count

Width

Height

Thickness

Finish

Fire Rating

Type Mark

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

7' - 11 1/2"

0' - 4 5/8"

LIVE/KITC HEN

Level 2

LIVE/KITC HEN

BATHROO Level 2 M

PATIO

LIVE/KITC HEN

BEDROOM PATIO

Level 2

96" x 96"

7' - 11 1/2"

0' - 4 5/8"

PATIO

Level 2

36" x 84"

3' - 0"

7' - 0"

0' - 2"

LIVE/KITC HEN

Level 2

96" x 96"

7' - 11 1/2"

0' - 4 5/8"

LIVE/KITC HEN PATIO

PATIO

LIVE/KITC HEN

Level 2

96" x 96"

7' - 11 1/2"

0' - 4 5/8"

LIVE/KITC HEN LIVE/KITC HEN

PATIO

Level 2

36" x 84"

3' - 0"

7' - 0"

0' - 2"

PATIO

Level 2

96" x 96"

7' - 11 1/2"

0' - 4 5/8"

Frame Material

Description

Exterior Frame Color

Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Wood Door with Wood Frame Aluminum Door with Aluminum Frame Wood Door with Wood Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Vinyl Doors Vinyl Milgard White Vinyl Doors Vinyl Milgard White

Vinyl Doors Vinyl Milgard White Vinyl Doors Vinyl Milgard White

SPECIFIC NOTES

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

Vinyl Doors Vinyl Milgard White SCHEMATIC DESIGN PHASE

7' - 11 1/2"

LIVE/KITC HEN

Count

From Room: Name

7' - 2"

Type

Exterior Frame Color

7' - 2"

Level

Frame Material

7' - 2"

To Room: Name

3' - 10 1/4" 3' - 4"

3' - 4"

DOOR TYPE - CURRIES-FRP-F-36 x 84-ALU 1/4" = 1'-0"

DOOR TYPE FRAMEWORKS-NARROW-AL1-36" x 84"-ALU 1/4" = 1'-0"

4' - 1 1/4"

3' - 4" 7' - 11 1/2"

DOOR TYPE MAIMAN-STILERAIL-G801-36" x 84" 1/4" = 1'-0"

DOOR TYPE - 96" X 96" 1/4" = 1'-0"

TITLE SCHEDULES

7' - 3"

Mark

From Room: Name

Door Schedule Level 2

3' - 6"

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

DOOR TYPE - 36" X 84" 1/4" = 1'-0"

A6.4 0'

16'

GENERAL NOTES

Door Schedule Level 3

Mark

From Room: Name

To Room: Name

Level

DEN

BATHROO Level 3 M

DEN

BATHROO Level 3 M

DEN

BATHROO Level 3 M

Bathroom

Level 3

DEN

BATHROO Level 3 M

DEN

BEDROOM Level 3

DEN

BEDROOM Level 3

DEN

BEDROOM Level 3

DEN

BEDROOM Level 3

58 65

PATIO PATIO

DEN

Level 3 Level 3

Type Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU Framework s-Narrow-A L1-36" x 84"-ALU 36" x 84" 96" x 96"

Count

Width

Height

Thickness

Finish

Fire Rating

Type Mark

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

3' - 0"

7' - 0"

0' - 1 3/4"

1 1

3' - 0" 7' - 11 1/2"

7' - 0" 7' - 11 1/2"

0' - 2" 0' - 4 5/8"

16 11

DEN

PATIO

Level 3

96" x 96"

7' - 11 1/2"

0' - 4 5/8"

PATIO

DEN

Level 3

96" x 96"

7' - 11 1/2"

0' - 4 5/8"

Frame Material

Description

Exterior Frame Color

SPECIFIC NOTES

Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame Aluminum Door with Aluminum Frame

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

Vinyl Doors Vinyl Milgard White Vinyl Doors Vinyl Milgard White Vinyl Doors Vinyl Milgard White

CLIENT

SCHEMATIC DESIGN PHASE

Door Schedule Parking

Mark

From Room: Name

To Room: Name

Level

Type

Count

Width

Height

Thickness

Finish

Fire Rating

Type Mark

GENERAT OR

Parking

Curries-FR 1 P-F-36 x 84-ALU

3' - 0"

7' - 0"

0' - 1 3/4"

ELEVATOR Parking MACHINE ROOM

Curries-FR 1 P-F-36 x 84-ALU

3' - 0"

7' - 0"

0' - 1 3/4"

CISTERN

Parking

Curries-FR 1 P-F-36 x 84-ALU

3' - 0"

7' - 0"

0' - 1 3/4"

PUMP

Parking

Curries-FR 1 P-F-36 x 84-ALU

3' - 0"

7' - 0"

0' - 1 3/4"

Parking

Curries-FR 1 P-F-36 x 84-ALU

3' - 0"

7' - 0"

0' - 1 3/4"

Parking

Curries-FR 1 P-F-36 x 84-ALU

3' - 0"

7' - 0"

0' - 1 3/4"

Parking

Curries-FR 1 P-F-36 x 84-ALU

3' - 0"

7' - 0"

0' - 1 3/4"

BOILER ROOM

Frame Material

Description

Exterior Frame Color

FRP Door with Aluminum Frame FRP Door with Aluminum Frame FRP Door with Aluminum Frame FRP Door with Aluminum Frame FRP Door with Aluminum Frame FRP Door with Aluminum Frame FRP Door with Aluminum Frame

TITLE SCHEDULES

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

A6.5 0'

16'

GENERAL NOTES

Window Schedule

18 19 20 21 22 23 24 25 26 27 28 29 30 31 36

39 40 41

BEDROOM

WORK WORK LIVE/KITC HEN

43 44 45

LIVE/KITC HEN LIVE/KITC HEN BEDROOM

Material

Width

Height

Sill Height

Head Height

36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72" 36" x 72"

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

6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"

1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

36" x 72" 36" x 72" 36" x 72" 36" x 72"

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

6' - 0" 6' - 0" 6' - 0" 6' - 0"

1' - 0" 1' - 0" 1' - 0" 1' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0"

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

36" x 72" Corner Unit Double Pane Nosing 60" x 84" 60" x 84" 60" x 84"

3' - 0" 0' - 0"

6' - 0" 0' - 0"

1' - 0" 0' - 6"

10' - 0" 10' - 0" 10' - 0"

7' - 0" 7' - 0" 7' - 0"

0' - 0" 0' - 0" 0' - 0"

7' - 0" 7' - 0" 7' - 0"

60" x 84"

10' - 0"

7' - 0"

1' - 0"

8' - 0"

60" x 84"

10' - 0"

7' - 0"

0' - 0"

7' - 0"

SPECIFIC NOTES

2' - 10 1/16" 3' - 0"

WINDOW TYPE - 36" X 72" 1/4" = 1'-0"

3' - 0 11/32"

2' - 11 25/32"

WORK BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM WORK WORK BEDROOM BEDROOM LIVE/KITC HEN DEN DEN BEDROOM LIVE/KITC HEN LIVE/KITC HEN LIVE/KITC HEN LIVE/KITC HEN LIVE/KITC HEN LIVE/KITC HEN LIVE/KITC HEN LIVE/KITC HEN LIVE/KITC HEN LIVE/KITC HEN WORK

Type

2' - 11 25/32"

4 5 6 7 8 9 10 11 12 13 14 15 16 17

From Room: Name

6' - 0"

Mark

To Room: Name

2' - 5 29/32" 3' - 0 9/32"

WINDOW TYPE - CORNER UNIT DOUBLE PANE NOSING 1/4" = 1'-0"

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

7' - 0" 0' - 6"

CLIENT

SCHEMATIC DESIGN PHASE

36" x 72"

3' - 0"

6' - 0"

1' - 0"

7' - 0"

TITLE SCHEDULES

16'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

A6.6

GENERAL NOTES

SPECIFIC NOTES

A4.1

A6.3

12 19 2-

A6.2

1 Elevation 1 Kitchen

4' - 9"

Elevation 2 2 Bedroom

A6.2

Elevation 4 4 Kitchen

A6.1

A6.3 A6.1 39' - 9"

6' - 8 1/2"

Elevation 2 2 Bathroom

A6.1

3 Elevation 3 Bathroom

13 20

A6.1 10' - 7 3/4"

7' - 0"

4 Stair Elevation

Elevation 2 2 Bathroom

4' - 9"

SCHEMATIC DESIGN PHASE

A6.1

10' - 3"

Elevation 1 Living 5

A6.1

Elevation 2 Living

A8.1

13 20

A6.1

8 Elevation 4 Living

4 Stair Elevation

A6.1

A8.1

A6.1

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

A6.1

NATALIE KRISTIN KESTER

A6.2

3 Elevation 3 Bathroom

A6.1

3 Elevation 3 Bathroom

Elevation 2 2 Bathroom

Elevation 4 Bathroom

A6.3 A6.1

A6.2

Elevation 1 Bathroom

Elevation 4 Bathroom

Elevation 1 Bathroom

A6.3 A6.1

10' - 6 3/16"

Elevation 4 Bathroom

9' - 8 9/32"

Elevation 4 4 Kitchen

Elevation 2 Kitchen

40' - 0"

A6.3 A6.1

10' - 6 3/16"

Elevation 2 2 Bedroom

39' - 9"

Elevation 2 Kitchen

A4.1 ---

10' - 3"

3' - 0"

Elevation 3 Kitchen

12 19

Elevation 1 Living

A6.2

Elevation 2 2 Bedroom

A6.3

4 Elevation 4 Bedroom

1 Elevation 1 Kitchen

Elevation 1 Bathroom

2A4.1 ---

A6.2

Elevation 3 Bedroom

A6.3

A4.1 ---

A6.2

A6.3

Elevation 1 Bedroom

A6.2

11 18

Elevation 3 Bedroom

4 Elevation 4 Bedroom

15' - 0"

Elevation 3 Kitchen

A6.2

15' - 0"

Elevation 3 Bedroom

11 18

Elevation 1 Bedroom

A4.1

Elevation 3 7 Living

13 20

A6.1

Callout of Level 1 1/4" = 1'-0"

7 5

Callout of Level 2 1/4" = 1'-0"

Callout of Level 3 1/4" = 1'-0"

TITLE REFLECTION CEILING PLANS

16'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/4" = 1'

A7.1

GENERAL NOTES

0' - 11"

6' - 9"

3' - 0"

3' - 2 1/2"

0' - 11"

Elevation 4 Bathroom

7' - 3 3/16" 0' - 11"

10' - 7 1/32"

10' - 3"

3' - 0"

A8.1

DNUP1

A8.1

4 Stair Elevation

A8.1

Stairs of Level 1 7 1/2" = 1'-0"

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

SPECIFIC NOTES

A6.1

4 Stair Elevation

A6.1

A8.1

Stairs of Level 3 1/2" = 1'-0"

10' - 0"

0' - 0"

A4.1

3/4” PLYWOOD TREADS AND RISERS

3' - 0 3/32"

A4.1

NATALIE KRISTIN KESTER

-0

Level 3 20' - 0"

A4.1

Level 3 20' - 0"

4' - 6 3/32"

Elevation 1 Living

0' - 2 15/16"

A8.1

3' - 2 15/32"

3' - 1 15/32"

A8.1

4 Stair Elevation

3' - 0 11/16"

0' - 3 1/32"

3' - 0 5/16"

3' - 0 5/32"

0' - 3 1/32"

3' - 1"

0' - 3 1/32"

0' - 2"

1' - 0"

5' - 0"

CLIENT

5' - 0"

0' - 6 21/32"

2 A9.1

4 A9.1

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

5' - 6 1/32"

3' - 6 29/32"

5' - 0"

1 A9.1

10' - 0"

0' - 0"

5' - 0"

1' - 0"

5' - 0"

4' - 9 17/32"

3' - 1 1/8"

5' - 0"

3' - 1 1/8"

Level 2 10' - 0"

0' - 10 3/4"

GLASS PANEL

SCHEMATIC DESIGN PHASE

5' - 0"

Level 2 10' - 0"

5 A9.1

METAL RAILING

4' - 7 23/32"

3' - 6 19/32"

5' - 0"

1' -

3 A9.1

10 9 A9.1

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

Level 1 0' - 0"

Stair Section1 1/2" = 1'-0"

Level 1 0' - 0"

TITLE VERTICAL CIRCULATION

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

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

A8.1

/+0+/7/ %.'#4 18'4*'#&

4 1 %.'#4 120) = ?

Ä = ? %.'#4 120)

5'' 016' #

%#$ *'+)*6

Ä 612 $4#%-'6 = ?

4#+. $4#%-'65 14 +05'465 016 61 ':%''& /#:+/7/ 5'' 4#+. (14%' %*#46 52#%+0)

612 (.4

%. %#4 4#+.5 +05'465

. .

&'6#+. $

. .

%+ %;.+0&'4 +/2#%6 $+ $7(('4 +/2#%6

4#+. $4#%-'6 5722146 016 $; 16+5 &'(.'%6+10 016 61 ':%''& = ? $#5'& 10 *14+<106#. 4#+. (14%'5

%. 120)

4 1 " /#+0 .#0&+0) 4 1

%9+ %#4 +05+&'

4+)*6 *#0& '064#0%' #44#0)'/'06 5*190

.'(6 *#0& 12215+6' #8#+.#$.' (14 #+# Ä = ?

4+5'

PF $4#%-'6 %.

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

(.114 61 (.114 *'+)*6

(.114 /#4-+0)

&'6#+. $ 5'' $4#%-'6 /1706+0) 2.#6' &'6#+. 8+'9

% . UV $4#%-'6

$1661/ (.4

5'%6+10#. '.'8#6+10 (14 /#: 52#%+0) $'69''0 4#+. $4#%-'6 57221465 5'' 4#+. (14%' %*#46

Ä = ?

/#:+/7/ 4+5' /#; $' 4'&7%'& $#5'& 10 9'+)*6 1( %#4 /#:+/7/ %.'#4 18'4*'#& /+0 %.'#4 18'4*'#& Ä = ? 106#4+1 %#0#&# /+0+/7/ 2+6 &'26* Ä = ?

Ä = ?

/4. /#%*+0' 411/Ä.'55 010Ä/4. #&,#%'06 14 4'/16' /#%*+0' 411/

#22418#. 6*+5 #44#0)'/'06 #0& 5722.'/'06#4; 016'5 #22418'& $7+.&+0) 67$' 56''. (4106 1( *1+569#; = ? 6*- 2.#6'

016 $; 16+5

= ?

Ä = ?

2+6

SCHEMATIC DESIGN PHASE

016' 5*''6

Ä = ?

6*+5 5*''6 %18'45 6*' (1..19+0) %10&+6+105 *152+6#. %#45 Ä NDU " ( 2 / Ä -) " / 5 (4106 12'0+0) 10.; 5'+5/+% <10' 016' # Ä = ? '064#0%' #8#+.#$.' 9+6* Ä = ? %#$

*9 %#45

/+0+/7/ (.114 *'+)*6 Ä = ?

4GXKUGF %[NKPFGT +ORCEV .QCFU 4GXKUGF 8Z 8[ 8CNWGU CPF 5VTGUU8GTDKCIG KP 4CKN (QTEG &GVCKN 5#

%. %#4

*9 %.'#4 *1+569#; 2+6

+( ).#55 $#%- 4'37+4'&

016 $; 16+5 5'' 016' Ä29$1 5*''6

016' +0 '.'8 8+'9 9#5 016' 5#

016' 5*''6

&'6#+. #

SPECIFIC NOTES

4'8+5+105

4 8;

% .

4 8:

4 8;

%#4 4 5#('6; #22.+%#6+10 %96 4 4700+0) 4 .1#&+0) 14 4700+0) 8Z 8[ &1 016 1%%74 5+/7.6#0'175.; 8Z 8[ #6 #..19#$.' 564'55 &'5+)0

#5& 14 914-+0) .'8'.

+( ).#55 $#%4'37+4'&

016 $; 16+5 5'' 016' Ä29$1 5*''6

56''. 5#('6; $'#/ 016' 5*''6

%&+ %#4 +05+&'

= ?

*& %.'#4 *1+569#; 2+6

GENERAL NOTES

$4#%-'6 /1706+0) 2.#6' &'6#+.

&+4'%6+10#. #4419 +0&+%#6'5 0146* (14 *1+569#; #0& /#%*+0' 411/ 016' 8#.7'5 5*190 +0 = ? #4' +0 //

5+.. #55'/$.; $; 16+5 )4176+0) +( 4'3 & $; 16*'45

5+.. .+0'

(+0+5* (.114 )4176 5612 &114 52#%' = ? (4106 9#.. .+0'

5+)0'&

&#6'

6*+5 914- #0& 6*' +0(14/#6+10 +6 %106#+05 #4' 6*' 2412'46; 1( 16+5 '.'8#614 %1/2#0; 16+5 +6 +5 &'.+8'4'& 61 16*'45 10 6*' ':24'55 %10&+6+10 6*#6 +6 9+.. $' 75'& 10.; (14 14 10 $'*#.( 1( 16+5 6*#6 0'+6*'4 +6 014 6*' +0(14/#6+10 +6 %106#+05 9+.. $' 4'241&7%'& 14 &+5%.15'& +0 9*1.' 14 +0 2#46 9+6*176 6*' 94+66'0 %105'06 1( 16+5 #0& 6*#6 10 &'/#0& +6 #0& #0; %12+'5 9+.. $' 241/26.; 4'6740'& 61 16+5 7027$.+5*'& 914- % 16+5 '.'8#614 %1/2#0; #.. 4+)*65 4'5'48'&

*[FTQ(KV # 7PKVGF 6GEJPQNQIKGU %QORCP[

5*''6

&#6' &9) 01

*;&Ä6;2Ä*Ä20

$7+.&+0) .1%#6+10 &'6#+. # %106 9+6* 5+.. 5722146 #&'37#6' 5722146 #6 #.. (#56'0+0) 21+065 1( '064#0%' 190'4 #55'/$.; 4'37+4'& /756 9+6*56#0& # *14+<106#. 27..Ä176 (14%' 1( .$5 = MI? " '# (#56'0+0) 21+06 " '# '064#0%' #4%*6 +0%.7&+0) 5722146 (14 %'06'4 5+.. 5722146 $4#%-'6

016 $; 16+5 %1064#%6 01 5'' 016' 5*''6

TITLE VERTICAL CIRCULATION

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

GENERAL NOTES 0' - 02' " -21" 30/' 3 2" 1 /'-3-12 "2050' -1/14

0' - 0 1/2"

3/4” PLYWOOD TREADS AND RISERS

0' - 2"

METAL RAILING GLASS PANELS

0'0-' -2" 11 9/3 2"

0' - 2"

3/4” PLYWOOD TREADS AND RISERS

0' - 0 1/2"

Key Detail 2 1 1/2" = 1'-0" 4

3 1

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

0' - 1"

Key Detail 4 1 1/2" = 1'-0"

Key Detail 3 1 1/2" = 1'-0"

NATALIE KRISTIN KESTER

3/4” PLYWOOD TREADS AND RISERS 2x4 STUD / 2X4 STUD WALL WALL

RUBBER Level 2 10' - 0"

2x4 STUD / 2X4 STUD WALL WALL 0' - 20'7/8" - 1 1/2"

0' - 10 3/4"

GYPSUM BOARD ASSEMBLIES - CORNER BEAD

0' - 1 15/16" 0' - 3 1/2" 0' - 1 1/2"

0' - 2"

WOOD FLOORS

0' -0'2"- 0 7/16" 0' - 2 1/2"

GLAZING

ALUMINUM-FRAMED WINDOW JOINT PROTECTION, BACKER ROD AND SEALANT GYPSUM BOARD ASSEMBLIES - CORNER BEAD 2x4 STUD / 2X4 STUD WALL WALL 2x4 STUD / 2X4 STUD WALL WALL

2x4 STUD / 2X4 STUD WALL WALL GYPSUM BOARD ASSEMBLIES - CORNER BEAD JOINT PROTECTION, BACKER ROD AND SEALANT ALUMINUM-FRAMED WINDOW

Key Detail 6 6 1 1/2" = 1'-0"

BLANKET INSULATION

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

2x4 STUD / 2X4 STUD WALL WALL

Door Head GROUTING

GLAZING

2x4 STUD / 2X4 STUD WALL WALL

ALUMINUM FRAME

-0

FRAMEWORKS-NARROW-AL1-36" x 84"-ALU

SCHEMATIC DESIGN PHASE

Key Detail 7 3" = 1'-0"

Key Detail 5 1 1/2" = 1'-0"

Key Detail 8 3" = 1'-0"

BLOCKING PAPER DAMP PROOFING PYLYWOOD

0' - 3 17/32"

PLYWOOD STRINGER

BATT INSULATION

Key Detail 9 3" = 1'-0"

GLAZING

WATERPROOFING MEMBRANE

1' -

0' - 1 7/8"

WALL CAP

PLASTER VENEER

2x4 STUD / 2X4 STUD WALL WALL 2x4 Wd. Stud Wall

WOOD FLOOR ALUMINUM FRAME WINDOW SILL GYPSUM BOARD ASSEMBLIES

0' - 8 3/8"

0' - 0 7/16"

SPECIFIC NOTES

0' - 0' 0 -1/4" 1"

0' - 2" 0' - 4 21/32"

00' ' --12 "1 03'/3 - 21" "205' -/322 "1/4 "

0' - 2 1/4"

METAL RAILING GLASS PANELS

0' - 1"

00' ' --12 "1 03'/3 - 21" "205' -/322 "1/4 "

0' - 3 1/32"

Level 1 0' - 0"

Key Detail 10 1 1/2" = 1'-0"

GYPSUM BOARD ASSEMBLIES - CORNER BEAD 2x4 STUD / 2X4 STUD WALL WALL GYPSUM BOARD ASSEMBLIES - CORNER BEAD JOINT PROTECTION, BACKER ROD AND SEALANT 2x4 STUD / 2X4 STUD WALL WALL ALUMINUM-FRAMED WINDOW

2X4 STUD WALL

GLAZING

Level 1 0' - 0" 10

Key Detail 11 3" = 1'-0"

Key Detail 12 1 1/2" = 1'-0"

TITLE KEY DETAILS

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

VARIES

A9.1

GENERAL NOTES

21 22' - 0"

SPECIFIC NOTES

A4.1

85' - 3"

4' - 0"

23' - 9"

18' - 5 15/16"

7' - 0"

7' - 1 1/8"

22' - 11 3/32"

8' - 0"

R '22

VAULT

32' - 0"

30' - 7 23/32"

31' - 9 15/16"

22' - 7 9/32"

5' - 1" 31' - 0 1/2"

A4.1 ---

4' - 0" 7' - 0 11/32"

8' - 1"

6' - 1"

10' - 0 11/32"

6' - 1"

3' - 0"

29' - 0"

32' - 4"

126' - 7"

120' - 9 7/32"

7' - 7"

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

8' - 6"

NATALIE KRISTIN KESTER

13' - 0"

27' - 4 1/2"

SUMP

13' - 0"

7' - 1"

7' - 7"

22' - 11 3/32"

9' - 1" 13' - 0 9/32" UP

SCHEMATIC DESIGN PHASE 29' - 0"

20' - 0 23/32"

8' - 1"

28' - 2 17/32"

31' - 6 3/32"

25' - 0"

22' - 1 3/4"

31' - 5 29/32"

4' - 11 15/16"

10' - 5 3/4"

PROPERTY LINE

TITLE

FOUNDATION PLAN

24 14' - 10 3/32"

143' - 1"

5' - 0"

Parking 1/8" = 1'-0" 162' - 11 3/32"

16'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

1/8" = 1'

32'

S1.1

GENERAL NOTES

SPECIFIC NOTES

A4.1

7' - 6"

0' - 0"

0' - 3"

7' - 6"

1 2' -0'4"- 0 1/32"

1' - 4"

7' - 2"

8' - 10"

A4.1

2x10 2x10

A4.1 ---

3' - 0"

2x10

2x10 Joists @ 16" O.C. 1' - 4"

2x10 2x10 2x10

2x10 Joists @ 16" O.C. 2' - 5"

2x10 10' - 6 3/16" 1' - 4"

2x10 2-

48' - 7"

2x10

A4.1 ---

1' - 4"

2x10 2x10

NATALIE KRISTIN KESTER

39' - 9"

2x10 2x10 2x10 10' - 6 5/32"

0' - 0 1/32"

2x10 1' - 4"

CLIENT

2' - 2"

0' - 0 1/32"

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

4' - 10"

40' - 0"

2x10

2x10 DN UP

2x10 2x10 2x10

SCHEMATIC DESIGN PHASE

2x10 2x10 2x10

8' - 10"

2x10 2x10 A8.1 2x10 2x10

10' - 7 3/4" 4 Stair Elevation UP

0' - 0 1/32"

10' - 6 5/32"

0' - 0 1/32"

Callout of Level 1 1/4" = 1'-0"

15' - 0"

2' - 6 31/32" 0' - 0 1/32"

Callout of Level 2 1/4" = 1'-0"

Callout of Level 3 1/4" = 1'-0"

TITLE FRAMING PLANS

16'

ORIGINATOR

JOB #

DATE 6/3/2015

1/4" = 1'

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

SCALE

S1.2

GENERAL NOTES

A4.1

A6.2 A6.2

A6.2

LIVE/KITCHEN

4 A6.1

Elevation 2 Kitchen

5' - 10 1/2"

1 39' - 9"

6' - 9"

Elevation 4 Bathroom

Elevation 2 2 Bathroom

4 A6.1 A6.1

39' - 9"

A6.3 A6.1 3 Elevation 3 Bathroom

6' - 8 1/2"

3 Elevation 3 Bathroom

A6.1

10' - 3"

A6.1 6' - 1"

Elevation 2 2 Bathroom

A6.1

NATALIE KRISTIN KESTER 3 Elevation 3 Bathroom

Bathroom 51 59 SF

6' - 8"

Elevation 2 2 Bathroom 62 SF 5' - 7 31/32"

5' - 3"

4' - 9 1/2"

6' - 4"

A6.3 A6.1

Elevation 4 Bathroom

6' - 8"

A6.3 A6.1

BATHROOM

5' - 9"

Elevation 4 4 Kitchen

Elevation 2 Kitchen 2

488 SF 40' - 0"

A6.3 A6.1

Elevation 1 Bathroom

13' - 4"

Elevation 4 - 10' - 6 3/16" 4 Kitchen

A6.2

Elevation 2 2 Bedroom A6.2

A6.2

9' - 8 9/32"

A4.1 ---

1' - 10"

1' - 9"

Elevation 3 Bedroom

A6.2

Elevation 2 2 Bedroom 3' - 0"

5' - 8"

Elevation 2 2 Bedroom

8' - 9"

Elevation 3 Kitchen Elevation 3 Bedroom

2A4.1 ---

226 SF

1 Elevation 1 Kitchen

Elevation 1 Bathroom

A6.2

5' - 9" A6.3

9' - 3"

A4.1 ---

5' - 9"

A6.3

1 Elevation 1 Kitchen

A6.2

BEDROOM

15' - 0"

Elevation 3 Bedroom

10' - 10"

23' - 3 7/32" 2-

7' - 11 1/32"

Elevation 3 Kitchen

A4.1

A6.3

4 Elevation 4 Bedroom

A6.1

7' - 0"

4 Elevation 4 Bedroom

5' - 3"

Elevation 1 Bedroom

A6.2

5' - 9"

Elevation 4 Bathroom

5' - 0"

15' - 0"

Elevation 1 Bathroom

5' - 3 31/32"

0' - 0 1/32" Elevation 1 Bedroom

14' - 11 31/32"

A6.3

SPECIFIC NOTES

A4.1

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

A6.1

A8.1

4 Stair Elevation Elevation 1 Living

4 Stair Elevation

Elevation 1 Living

7' - 0 1/2"

A8.1

A6.1 10' - 7 3/4"

A6.1

8 Elevation 4 Living

A6.1

5' - 9"

Elevation 2 Living

10' - 0"

A6.1

5' - 3"

SCHEMATIC DESIGN PHASE

Elevation 3 7 Living

6 A6.1

Electrical Level 1 1/4" = 1'-0"

Electrical Level 2 1/4" = 1'-0"

5' - 9"

5' - 3"

Electrical Level 3 1/4" = 1'-0"

TITLE ELECTRICAL DRAWINGS

16'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

TBD

E1.1

GENERAL NOTES

SPECIFIC NOTES

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

SCHEMATIC DESIGN PHASE

TITLE ELECTRICAL DRAWINGS

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

TBD

E1.2

GENERAL NOTES

A4.1

Elevation 3 Kitchen

1 Elevation 1 Kitchen Elevation 3 Bedroom

2A6.2

Cooling CFM = Q C.L. ÷ ( 1.08 x Delta T ) CFM = 23007 ÷ ( 1.08 x 20 ) CFM = 1065.14= 1100 CFM Duct Size: 16.3” diameter = 17“ diameter

A6.3

A4.1 ---

SPECIFIC NOTES Heating CFM = Q H.L. ÷ ( 1.08 x Delta T ) CFM = 23007 ÷ ( 1.08 x 50) CFM = 426.06= 500 CFM Duct Size: 11.9” diameter = 12” diameter

HVAC SYSTEM 23007 BTU/HR / .8 = 28758.75 BTU/HR 28758.75 BTU/HR / 12000 BTU/HR/TON = 2.3965625= 3 tons 1 ton = 12,000 BTU/HR

Elevation 2 2 Bedroom

2A4.1 ---

A6.3 A6.1

Elevation 4 Bathroom

6' - 8 1/2"

3 Elevation 3 Bathroom

Elevation 2 2 Bathroom

4 A6.1

39' - 9"

A6.3 A6.1

Elevation 1 Bathroom

Elevation 4 10' - 6 3/16" 4 Kitchen

Elevation 2 Kitchen

A6.2

A6.1

A4.1

A4.1 A8.1

A6.1

Elevation 1 Bedroom A6.2

CLIENT

Elevation 2 Living A6.1

4 Elevation 4 Bedroom

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING

Elevation 3 7 Living

A6.3

A6.1

1 Elevation 1 Kitchen

HVAC Level 2 1/4" = 1'-0"

15' - 0"

SCHEMATIC DESIGN PHASE Elevation 3 Bedroom

10' - 7 3/4"

Elevation 2 2 Bedroom

A4.1 ---

A6.2

Elevation 2 2 Bedroom

3' - 0"

A6.2

8 Elevation 4 Living

Elevation 3 Kitchen A4.1 ---

A6.2

Elevation 3 Bedroom

A6.1

4 Elevation 4 Bedroom

NATALIE KRISTIN KESTER

Elevation 1 Living

Elevation 1 Bedroom

A6.2

A6.3

4 Stair Elevation

A6.2

Roof Mechanical 1/4" = 1'-0"

40' - 0"

39' - 9"

A6.3 A6.1

A6.1 3 Elevation 3 Bathroom

BATHROOM 44 Elevation 2 2 Bathroom 62

A6.1

1 3 Elevation 3 Bathroom

4 A6.1

Elevation 2 2 Bathroom

A6.1

7' - 0"

Elevation 4 Bathroom

Elevation 1 Bathroom

A6.3 A6.1

Elevation 4 Bathroom

9' - 8 9/32"

Elevation 4 4 Kitchen

Elevation 1 Bathroom

Elevation 2 Kitchen

10' - 6 3/16"

A6.1

A8.1

MECHANICAL DRAWINGS

Elevation 1 Living

4 Stair Elevation

TITLE

4' - 9"

A6.1

10' - 3" 15' - 0"

HVAC Level 1 1/4" = 1'-0"

HVAC Level 3 1/4" = 1'-0"

16'

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

TBD

M1.1

GENERAL NOTES

sewer line water line

E6.1: This is part of the previous assignment that includes sound control with proper STC. For plumbing requirement, you are to revise your and riser diagrams for roof drain, water supply, and waste sanitary system. Sound transmission class for the standard unit should be revised and leave out unnecessary information that is not relevant to your design. You also must provide accurate riser diagrams that consider water supply for both cold and hot water. Roof drains and pipes to carry the rain water to either storm sewer or cistern storage must be shown. Show sanitary lines for each plumbing fixtures and their needed stack vents in the sanitary riser diagram separate from the water supply riser diagram

boiler room

SPECIFIC NOTES

hot water cold water sample unit sewer pipe cistern

WASTE/STACK VENT/ROOF DRAIN RISER DIAGRAM

BATHROOM

WASHER/DRYER

ROOF DRAIN TO WASTE PIPE FROM PATIO 1

BATHROOM

Trunk and Branch System - in unit lengths 3/4” pipe - 25’ length 1/2” pipe - 32’ length

KITCHEN ROOF DRAIN TO WASTE PIPE FROM PATIO 2

W/D S

3/4” pipe - 25’ length 1/2” pipe - 32’ length

3/4”

vertical pipes

1/2”

horizontal pipes cold water

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

SCHEMATIC DESIGN PHASE

hot water

T/S

BATHROOM

NATALIE KRISTIN KESTER

2” waste pipe W/D T S F T/S

TO CISTERN -> SEWER LINE S T

WASHER/DRYER TOILET SINK FRIDGE SHOWER/BATH

T/S

TITLE PLUMBING DRAWINGS

live/work unit - approximately 1800 square feet of floor area - it has a a work space, living room, kitchen, dining room, one bedroom, and three baths - washer is located in the closet of the bedroom - water heater is located in the parking garage, not in the unit

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #

TBD

P1.1

GENERAL NOTES

ALL WALLS HAVE SAME CONSTRUCTION WHICH ALLOWS FOR MAXIMUM STC THROUGHOUT UNIT.

SPECIFIC NOTES

UNIT STC - 58 - MEDIUM/HIGH

NATALIE KRISTIN KESTER

198 S. OAKLAND AVE. PASADENA, CA 91105 12 UNIT MULTI-FAMILY HOUSING CLIENT

LEVEL ONE LIVE/WORK NC GOAL 35-45/dBA GOAL 42-47 BATHROOM - COORIDOR LIVING ROOM - LIVING ROOM STC LOAD BEARING PARTITION WALL - 58 WOOD LAMINATE FLOOR/CEILING - 58

LEVEL TWO LIVE NC GOAL 25-35/dBA GOAL 34-42 LIVING ROOM - BATHROOM STC LOAD BEARING PARTITION WALL - 58 WOOD LAMINATE FLOOR/CEILING - 58

LEVEL THREE SLEEP/LIVE NC GOAL 25-35/dBA GOAL 34-42 PATIO - BATHROOM BEDROOM - COORIDOR/LIVING ROOM

SCHEMATIC DESIGN PHASE

STC LOAD BEARING PARTITION WALL - 58 WOOD LAMINATE FLOOR/CEILING - 58

TITLE ACOUSTIC

ORIGINATOR

JOB #

DATE 6/3/2015

SCALE

SIZE 24" x 36"

DRAWN BY N. KESTER

DRAWING

REVISION #