ARC 303 Design Development Set

General Notes

A 0.0 TITLE PAGE A 0.1 CODES A 0.2 CODES A 1.1 SITE PLAN A 2.1 PARKING PLAN A 2.2 GROUND LEVEL FLOOR PLAN A 2.3 LEVEL 2 FLOOR PLAN A 2.4 LEVEL 3 FLOOR PLAN A 2.5 ROOF PLAN A 3.1 ELEVATIONS A 3.2 ELEVATIONS A 4.1 SECTIONS A 4.2 KEY WALL SECTIONS A 5.1 ENLARGED PLAN SECTION A 5.2 ENLARGED PLAN SECTION A 6.1 INTERIOR ELEVATIONS A 6.2 INTERIOR ELEVATIONS A 6.3 SCHEDULES A 7.1 REFLECTED CEILING PLAN A 8.1 VERTICAL CIRCULATION A 9.1 KEY DETAILS AC 1.1 ACOUSTICS DRAWINGS E 1.1 ELECTRICAL DRAWINGS M 1.1 MECHANICAL DRAWINGS P 1.1 PLUMBING DRAWINGS S 1.1 STRUCTURAL DRAWINGS S 1.2 STRUCTURAL DRAWINGS

SPECIFIC NOTES

Gabriel Velasco Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

SHEET LIST 2013 BUILDING STANDARDS ADMINISTRATIVE CODE 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA ELEVATOR SAFETY CONSTRUCTIOIN CODE 2013 CALIFORNIA FIRE CODE 2013 CALIFORNIA REFERENCED STANDARDS CODE 2013 CALIFORNIA ENERGY CODES CITY OF GARDENS DEVELOPMENT STANDARDS

APN: 5734-010-036 OCCUPANCY GROUP: R-32 TYPE OF CONSTRUCTION:TYPE 1-A, 5-A ZONING: LOT SIZE:18,651 SQ.FT. PROPOSED AREA: 15,036 SQ.FT. PROPOSED FOOTPRINT: 7,524 SQ.FT. STORIES: 3

GOVERNMENT CODES

PROJECT INFORMATION

Schematic Design Phase

MARTA PERLAS: DESIGN MICHAEL FOX: CONSTRUCTION Title Title Page

MARC SCHULITZ: STRUCTURAL Originator SR

HOFU WU: MECHANICAL NATHAN WITTASEK: CODES

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

VICINITY MAP

SITE NOTES

PROJECT DIRECTORY

Job # 0715

A 0.0

Gabriel Velasco Revision #

General Notes

GENERAL NOTES: 1.

The general conditions of this Contract for construction, standard form of the American Institute of Architects, current edition,

33.

2.

Prior to beginning work, the GC shall furnish a construction schedule showing the chronological phases of his work and all related work for the completion of the project. This schedule shall indicate all ordering lead times, length of time for each phase, its start and completion, with the projected.

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.

3.

All work performed by the GC/Sub-Contractor shall conform to the codes, regulations, standards and requirements of the City

the Contractor requirements.

the drawings.

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.

4.

5.

6.

A.

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.

34.

35.

such damage upon completion of work, included in the Contract by mutual consent.

7.

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

28.

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

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

40.

14. GC shall guarantee for a period of 2 years after the date of substantial completion that all work will be of the highest

1.

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. material change in all such insurance, as evidenced by return receipt of a registered letter to owner.

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

2.

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

15. Insurance required of Contractor shall comply with the following additional requirements: Contractor shall carry buildings risk

limit of $1,000,000.00.

33. Every stairway shall have a headroom of not less than 6'-8". Such clearances shall be measured vertically from a plane

BUILDING DEPARTMENT NOTES:

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

3.

4.

Where NM Cable (Romex), is run across the top of ceiling joists and/or where the attic is not accessible by permanent stairs or ladders, protection within 6' of the nearest edge of the scuttle hole of attic entrance shall be provided.

(E.C.320-14)

5.

the labeler, and states that safety glazing materials has been utilized in such installations. The following shall be considered

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.

a. Glazing in ingress and egress doors except jalousies. 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.

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.

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.

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

conditions: I. Exposed area of an individual pane greater than 9 square feet.

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

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

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.

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.

21.

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 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.

6.

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

7.

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:

8.

General Contractor shall install all items provided by Owner, including but not being limited to the Surface mounted light

9.

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

10.

26.

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 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. 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 both exposed and concealed services whether or not indicated on Drawings.

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.

Handrails shall satisfy the following: (1012).

A. Provide continuous handrail for stairways with 4 or more risers.

B. Handrail shall be 34-38 inches above the nosing treads.

C. Intermediate balusters shall be spaced 4 inches o.c. maximum to open side (s).

D. The hand grip portion of the handrail shall be not less than 1 dimensions.

E. Return handrail to new post or wall.

12 " below

34.

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.

12.

Gabriel Velasco

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.

Multi family Housing Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

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.

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.

Schematic Design Phase

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 BACKGROUND AT ALL REQUIRED COMMON AREAS PER PLAN. 44.

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.

1 " inches nor more than 2 inches in cross sectional 4

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.

G. Openings between balasters/rails shall be less than 4 inches.

11.

Each water closet stool should be located in a clear space not less than 30" in width and have a minimum clear space in

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.

the Special Inspector must be furnished to the job Inspector prior to framing approval.

25.

28.

27.

12 " x 11" binder format consisting of the following: Contract Close Out: Owners shall receive project information in an 8 A. Close-out Submittals: 1. Equipment Operation and Maintenance Data 2. Guarantees and Warranties for al materials and equipment furnished under the contract.

38.

37.

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.

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

30.

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.

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.

DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS.

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.

36.

SPECIFIC NOTES

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.

equipment, accessories and millwork.

9.

22.

24.

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.

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.

11.

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.

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.

and plumbing items.

B. Instructions: 1. Instruct Owner's personnel in operation of all systems, mechanical, electrical, and other equipment.

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.

8.

10.

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.

type. by department.

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.

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.

51.

52.

PROVIDE LOW FLOW TOILETS. SEE CALGreen (CAL) sheets for details.

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

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

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 NATIONAL RECOGNIZED GOOD ENGINEERING PRACTICES

Title Codes

SEPARATE APPLICATION, PLAN CHECK, AND PERMIT(S) IS/ARE REQUIRED FOR:

Originator SR

Job # 0715

Date

Scale

06/03/15

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.

Size 24 x 36 Drawing #

A 0.1

Drawn By Gabriel Velasco Revision #

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.

2.

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.

General Notes

1.

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

3.

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

4.

NO APPROVAL FOR A TEMPORARY C OF O. NOR A FINAL C OF O, WILL BE PROVIDED BY THIS DEPARTMENT UNTIL ALL FIRE AND LIFE SAFETY SYSTEM (I.E. AUTOMATIC FIRE SPRINKLERS AND/OR AUTOMATIC FIRE ALARM AND DETECTION SYSTEMS) ARE REVIEWED, APPROVED FOR PERMIT, INSTALLED, INSPECTED, TESTED, AND FINAL ACCEPTANCE IS IN WRITING. THIS REQUIREMENT SHALL BE INCLUDED IN THE GENERAL NOTES SECTION OF THE PLAN.

5.

ALL REFERENCES, DRAWINGS, NOTES, AND DETAILS REFERRING TO FIRE SPRINKLERS AND STANDPIPE SYSTEMS; FIRE DEPARTMENT ACCESS, FIRE HYDRANT AND UNDERGROUND SYSTEMS, FIRE ALARM AND 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.

3.

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).

6.

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.

4.

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.

7.

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.

8.

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.

a.

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.

6.

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.

7.

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.

b.

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.

c.

9.

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.

2.2.2 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:

Gabriel Velasco Multi family Housing Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

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

Title Codes

Originator SR

Job # 0715

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

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Scale

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

Size 24 x 36

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c.4

NO SUCH ROADWAY SHALL BE CONTAINED WITHIN, OR ENCLOSED IN ANY 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.

Drawing #

A 0.2

Gabriel Velasco Revision #

General Notes

CORDOVA STREET SPECIFIC NOTES

153' - 0" 2 A 4.1 24' - 0"

3' - 0"

6' - 0"

15' - 0"

PROPERTY LINE

72' - 0"

15' - 0"

6' - 6"

15' - 0"

20' - 0"

6' - 0"

5' - 0"

SETBACK LINE

4' - 0" DN

9' - 0"

39' - 0"

18' - 0"

16' - 6"

ENTRANCE

44' - 0"

21' - 0"

45' - 0"

118' - 3 3/4"

5' - 0"

6' - 0"

20' - 0"

GARDEN

GARDEN

Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona 22' - 2 3/8"

11' - 0"

11' - 5"

5' - 0"

Gabriel Velasco

6' - 0"

73' - 0"

OAKLAND AVENUE

6' - 0"

1 6' - 0"

21' - 0"

GARDEN

17' - 0"

30' - 0"

LEGEND

20% SLOPE

18' - 0"

GARDEN

10' - 0"

35' - 0"

BUILDINGS PROPERTY LINE

5' - 0"

6' - 1 1/4"

2' - 3 3/4"

GARDEN

18' - 0"

10% SLOPE

30' - 0"

69' - 0"

7' - 7"

4' - 6"

DN

Schematic Design Phase

15' - 7" SETBACK LINE

PROPERTY LINE

6' - 0 5/8"

A 4.1

SETBACK LINE PATH OF TRAVEL

SITE PLAN LEGEND 1/2" = 1'-0"

Title Site Plan

49' - 9"

7' - 8 1/8"

69' - 0"

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Job # 0715

153' - 0"

0'

8'

16'

32'

64'

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1

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

Drawing #

A 1.1

As indicated

Gabriel Velasco Revision #

General Notes

6

5

4

3

2

1 SPECIFIC NOTES

146' - 6"

18' - 0"

103' - 0"

18' - 0"

2' - 6"

5' - 0"

8' - 0"

16' - 7"

7' - 0"

30

7

25' - 0"

31

8

2' - 0"

E

UP

29

28

9' - 0"

25' - 6"

9' - 0"

5

8' - 6"

5' - 0"

5' - 0"

12

9' - 0"

6' - 6"

MECH. ROOM

9' - 0"

6

D

Gabriel Velasco

27

26

9' - 0"

13

11

9' - 0"

Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101 107' - 6"

102' - 0"

25 23

30' - 0"

21

14 15

Cal Poly Pomona

C

3' - 0" 24

10 9

3

24' - 0"

22

3' - 0"

3' - 0"

20

107' - 6"

4

7' - 0"

72' - 7 1/8"

Schematic Design Phase

22' - 0"

5' - 6"

1

SUMP SUMP PUMP PUMP

5' - 0 1/2"

2

24' - 0"

UP

19 17

35' - 0"

18 10% SLOPE

10' - 0"

3' - 6"

10' - 0"

20% SLOPE

19' - 0"

10% SLOPE

16

B

A

69' - 6"

70' - 0" Title Parking Plan

153' - 0"

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0'

4'

8'

16'

32'

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Size

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1

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

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Drawing #

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1/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES A 3.1 1

132' - 6"

6' - 0"

24' - 0" 12' - 0"

24' - 0" 12' - 0"

7' - 0"

72' - 0" 17' - 0"

12' - 0"

12' - 0"

12' - 0"

6' - 6" 12' - 0"

12' - 0"

12' - 0"

2

6' - 0"

6' - 0"

A 4.1

OFFICE 126

BATH 138

BEDROOM 127

HALL 125

BEDROOM 117

BATH 128

BATH 118

OFFICE 116

BEDROOM 107

BATH 108

HALL 115

OFFICE 106

HALL 105 39' - 0"

HALL 135

ENTRANCE

16' - 9"

BEDROOM 137

18' - 0"

18' - 0"

OFFICE 136

18' - 0"

DN

ENTRY 131 LIVING ROOM 132

DINING ROOM 113

KITCHEN 104

DINING ROOM 103

ENTRY 121

ENTRY 111

LIVING ROOM 112

ENTRY 101

Gabriel Velasco

LIVING ROOM 102

Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

4' - 3"

ENTRY 141

2

2

A 3.1

18' - 0"

97' - 0"

KITCHEN 114

3' - 0"

LIVING ROOM 122

LIVING ROOM 142 A 3.2

KITCHEN 124

18' - 0"

DINING ROOM 123 18' - 0"

18' - 0"

KITCHEN 134

3' - 0"

DINING ROOM 133

DINING ROOM 143

KITCHEN 144

1 A 4.1

Schematic Design Phase BATH 148

17' - 6"

HALL 145

OFFICE 146

BEDROOM 147

19' - 6"

DN

6' - 0"

12' - 0"

12' - 0"

3' - 0"

93' - 0"

6' - 6"

1 Title

A 3.2

Ground Level Floorplan

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0'

4'

8'

16'

32'

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1

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

Job # 0715

Drawing #

A 2.2

1/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

A 3.1 1

2 A 4.1

39' - 0"

30' - 0"

30' - 0"

29' - 6"

6' - 0"

3' - 0"

COMMUNITY CENTER 232

DECK 217

DECK 207

LIVING ROOM 226

LIVING ROOM 216 BEDROOM 228

BATH 231

BEDROOM 218

BEDROOM 208

KITCHEN 225 LIVING ROOM 243

KITCHEN 215

DINING ROOM 242

LIVING ROOM 206

HALL 222

36' - 0"

21' - 0"

DECK 227

KITCHEN 205

HALL 212

Gabriel Velasco

HALL 202

24' - 0"

Multi family Housing BEDROOM 224

ENTRY 241

BATH 223

ENTRY 221

BATH 229

BATH 219

ENTRY 211

BATH 213

BEDROOM 214

BEDROOM 204

BATH 203

ENTRY 201

-Oakland Ave and Cordova St Pasadena, CA 91101

BATH 209

UP

A 3.2

BATH 245

2

2

A 3.1

BATH 255

KITCHEN 254

24' - 0"

Cal Poly Pomona

4' - 3" 3' - 0"

KITCHEN 244

Schematic Design Phase

ENTRY 251 1

LIVING ROOM 253

31' - 5 1/2"

A 4.1

DINING ROOM 252

95' - 3"

LIVING ROOM 263

DINING ROOM 262

24' - 6"

ENTRY 251

KITCHEN 264

3' - 0"

BATH 265

27' - 0"

3' - 0" 4' - 3"

Title Level 2 Floorplan

1 A 3.2

Originator SR

0'

1

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

4'

8'

16'

32'

Job # 0715

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

A 2.3

1/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES A 3.1 1

2 A 4.1

132' - 0"

39' - 0"

30' - 0"

30' - 0"

30' - 0"

6' - 0"

3' - 0"

3' - 0"

DECK 327

DECK 317

DECK 307

LIVING ROOM 326

MEZZANINE 331

LIVING ROOM 316

LIVING ROOM 306 1

5 BEDROOM 328

BEDROOM 318

BEDROOM 4 308

1 A 5.1

2 8

KITCHEN 325 BATH 346

KITCHEN 315

KITCHEN 6 305

HALL 322

HALL 312

36' - 0"

21' - 0"

3

7

HALL 302

Gabriel Velasco 24' - 0"

HALL 348

BATH 329

DN

ENTRY 321

BATH 323

BEDROOM 324

BEDROOM 314

BATH 313

ENTRY 311

BATH 319

BATH 309 7 6

BEDROOM 349

A 3.2

BEDROOM 347

2

1

24' - 0"

BEDROOM 359

3 ENTRY 1 301

BATH 303 2

5 BEDROOM 304

4

Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101 4' - 3" 3' - 0"

8

Cal Poly Pomona 2

A 3.1

BEDROOM 357

HALL 358

A 4.1

Schematic Design Phase

BATH 356

BATH 366

24' - 6"

HALL 368

BEDROOM BEDROOM 369

3' - 0"

BEDROOM BEDROOM 367

27' - 0"

3' - 0" 4' - 3"

1

Title Level 3 Floorplan

A 3.2

Originator SR

0'

4'

8'

16'

32'

Date 06/03/15

Scale

Size

Drawn By

24 x 36

1

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

Job # 0715

Drawing #

A 2.4

1/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

A 3.1 1

2 A 4.1 132' - 6"

33' - 3"

23' - 0"

12' - 0"

30' - 0"

30' - 0"

29' - 6 1/4"

6' - 11 3/4"

7' - 0"

99' - 3"

FD

FD

FD

FD

FD

FD

45' - 3"

1/2" PER 1' SLOPE

FD

FD

FD

FD

45' - 3"

FD

16' - 6 1/4"

FD

18' - 5 3/4"

Gabriel Velasco

A 3.2

2

97' - 0"

FD

FD

FD

FD

-Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

3' - 3 1/4"

FD

Multi family Housing

FD

2

A 3.1

24' - 0"

Schematic Design Phase

1

FD

FD

FD

FD

23' - 11 3/4"

51' - 9"

A 4.1

7' - 0"

22' - 11 3/4"

3' - 3 1/4"

33' - 3"

Title Roof Plan 1 Originator

A 3.2

SR

0'

4'

8'

16'

32'

Date 06/03/15

Scale

Size

Drawn By

24 x 36

1

Roof 1/8" = 1'-0"

Job # 0715

Drawing #

A 2.5

1/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

2 A 4.1

Roof 30' - 0"

STEEL MULLION GLASS CURTAIN WALL PLASTER

Level 3 20' - 0"

STEEL STAIRS STEEL MULLION FROSTED GLASS PANEL

Level 2 10' - 0" OPEN

Ground Level 0' - 0"

Gabriel Velasco 1

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

Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

Schematic Design Phase

1 A 4.1

Roof 30' - 0" GLASS WINDOW GLASS DOOR PLASTER STEEL MULLION GLASS GUARDRAIL STEEL STRINGER STEEL HANDRAIL

Level 3 20' - 0"

Level 2 10' - 0"

Ground Level 0' - 0"

Title Elevations

Originator SR

0'

4'

8'

16'

32'

Date 06/03/15

Scale

Size

Drawn By

24 x 36

East Elevation 2 1/8" = 1'-0"

Job # 0715

Drawing #

A 3.1

1/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

2

GLASS DOOR

A 4.1

GLASS PANEL STEEL MULLIONS Roof 30' - 0"

PLASTER STEEL STAIRS STEEL HANDRAIL GLASS GUARDRAIL

Level 3 20' - 0"

Level 2 10' - 0" OPEN

OPEN BEYOND

Ground Level 0' - 0"

Gabriel Velasco Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

1

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

Cal Poly Pomona

Schematic Design Phase

1 A 4.1

Roof 30' - 0"

Level 3 20' - 0"

STEEL MULLION PLASTER GLASS PANEL FROSTED GLASS PANEL STEEL MULLION

Level 2 10' - 0" OPEN

Ground Level 0' - 0"

Title Elevations

Originator SR

0'

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

4'

8'

16'

32'

Job # 0715

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

A 3.2

1/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

2 SPECIFIC NOTES

A 4.1

Roof 30' - 0"

BEDROOM

BEDROOM

Level 3 20' - 0"

Level 2 10' - 0" 1 A 4.2 BEDROOM

Ground Level 0' - 0"

SUBTERRANEAN PARKING

Parking Level -9' - 0"

1

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

Gabriel Velasco Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

Roof 30' - 0"

BATH

LIVING AREA

Schematic Design Phase

DECK Level 3 20' - 0"

BATH

LIVING AREA

2 A 4.2

LIVING AREA

Level 2 10' - 0"

WORK AREA Ground Level 0' - 0"

SUBTERRANEAN PARKING

Parking Level -9' - 0"

Title Sections

2

Originator

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

SR

0'

4'

8'

16'

32'

Job # 0715

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

A 4.1

1/8" = 1'-0"

Gabriel Velasco Revision #

ROOF DRAIN BUILT UP ROOF

11 A 9.1

3/4" PLYWOOD BATT INSULATION BEAM 2X10 JOIST 5/8" GYPSUMBOARD

FLASHING TOP PLATE CRIPPLE STUD BOTTOM PLATE 3/4" PLYWOOD BUILDING PAPER PLASTER

10 A 9.1

Roof 30' - 0"

ROOF DRAIN BUILT UP ROOF 3/4" PLYWOOD BATT INSULATION BEAM 2X10 JOIST 5/8" GYPSUMBOARD DOUBLE PANE GLASS STEEL MULLION

FLASHING TOP PLATE CRIPPLE STUD BOTTOM PLATE 3/4" PLYWOOD BUILDING PAPER PLASTER

DOUBLE TOP PLATE CRIPPLE STUD 8X10 HEADER ANGLED BEAM 5/8" GYPSUMBOARD STEEL MULLION

HARDWOOD FLOORING RUBBER MATTING 3/4" PLYWOOD BATT INSULATION 2X10 JOIST 5/8" GYPSUMBOARD

EXTERIOR

9 A 9.1

Roof 30' - 0"

SPECIFIC NOTES

BEAM 2X10 JOIST 6X10 HEADER STEEL MULLION DOUBLE PANE GLASS

DOUBLE PANE GLASS INTERIOR

General Notes

1/2" GLASS GUARDRAIL METAL HANDRAIL

8 A 9.1

Level 3 20' - 0"

STEEL MULLION HARDWOOD FLOORING RUBBER MATTING 3/4" PLYWOOD BATT INSULATION BEAM 2X10 JOIST 5/8" GYPSUMBOARD

Level 3 20' - 0"

12 A 9.1

CONCRETE FILL FLOOR DRAIN PLASTER BUILDING PAPER 3/4" PLYWOOD 2X8 JOIST DOUBLE TOP PLATE INTERIOR

EXTERIOR

Gabriel Velasco Multi family Housing Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

Level 2 10' - 0"

INTERIOR

Level 2 10' - 0"

EXTERIOR PLASTER BUILDING PAPER 3/4" PLYWOOD 2X4 WALL STUD ANCHOR BOLT 2X4 BOTTOM PLATE STEEL CHANNEL CONCRETE

BATT INSULATION CEMENT BACKERBOARD WATERPROOF MEMBRANE CARRARA MARBLE 2X8 WALL STUD ANCHOR BOLT BOTTOM PLATE FINISHED CONCRETE FLOOR

Schematic Design Phase

PLASTER BUILDING PAPER 3/4" PLYWOOD 2X8 JOISTS BEAM 6X10 HEADER STEEL MULLION DOUBLE PANE FROSTED GLASS FINISHED CONCRETE FLOOR

Ground Level 0' - 0"

Ground Level 0' - 0"

7 A 9.1

Title

SLAB ON GRADE WATERPROOFING COLUMN PAD FOOTING

Key Wall Section

SLAB ON GRADE

6 A 9.1

WATERPROOFING Parking Level -9' - 0"

Parking Level -9' - 0"

Originator SR

Job # 0715

Date 06/03/15

Scale

Size 24 x 36

Drawn By

Drawing #

1

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

2

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

A 4.2

1/2" = 1'-0" Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

30' - 0"

6' - 0"

15' - 0"

6' - 0"

15' - 0"

6' - 0"

DECK 307

12' - 0"

3' - 0"

5 A 5.2

LIVING ROOM 306

17' - 9"

3

4 A 5.2

1

A 6.2 2

Gabriel Velasco 24' - 0"

12' - 10"

BEDROOM 308 5

Multi family Housing

15' - 0"

A 6.2

4

-Oakland Ave and Cordova St Pasadena, CA 91101

12' - 0" 8' - 6"

Cal Poly Pomona 45' - 0"

2' - 1"

2' - 8"

0' - 1 5/8"

6' - 0"

2' - 2"

4' - 1"

8 KITCHEN 305

6

6 A 5.2 Schematic Design Phase

7

6' - 8"

2' - 3"

HALL 302 2' - 8"

6' - 3"

4' - 6"

A 6.1

6' - 0" 2' - 8"

6' - 0" 8' - 9"

BATH 303

8 A 6.2

7

8' - 9"

8' - 9"

3

6

2 A 5.2

BEDROOM 304

9' - 9"

BATH 309

12' - 0"

3 A 5.2

5 1 ENTRY 301

A 6.1 A 6.1 2 4

4' - 6"

6' - 0"

3' - 0"

3' - 0"

6' - 0"

3' - 0" 1 A 5.2

Title Enlarged Plan Sections

Originator 8' - 3"

3' - 9"

6' - 0"

6' - 0"

6' - 0"

SR

0'

1/2'

1'

2'

3'

Date 06/03/15

Scale

Size

Drawn By

24 x 36

1

Unit 30 Enlarged Plan 3/8" = 1'-0"

Job # 0715

Drawing #

A 5.1

3/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

GL-1 3' - 0"

12' - 0"

15' - 0"

MULL-2 SPECIFIC NOTES

DOOR-2

12' - 0"

DOOR-1

3' - 3"

1' - 4 1/2"

6' - 0"

1' - 4 1/2"

3' - 4"

9' - 2"

BEDROOM 308

2' - 3"

GL-1

6' - 2"

6' - 0"

MULL-2

5 4

3

9' - 2"

2

DOOR-3

0' - 9"

6' - 0"

9' - 9"

A 6.2 8' - 8"

1

2' - 8"

2' - 6"

BEDROOM 304

12' - 0"

A 6.2

12' - 0"

15' - 2"

15' - 2"

MULL-1

15' - 0"

LIVING ROOM 306

5

0' - 9"

A 6.1

3' - 2"

4

DOOR-1 DOOR-2

4' - 6"

7' - 6"

18' - 0"

6' - 0"

MULL-1

Gabriel Velasco

6' - 0" 12' - 0"

GL-1

Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

5

306 - Living Room - Enlarged Plan 1/2" = 1'-0"

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

4

2

7' - 6" 4' - 6"

12' - 0"

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

Cal Poly Pomona

6' - 0"

ACC-1

3' - 0"

SINK-2

2' - 11"

CNTR-1

1' - 4"

1' - 4" 0' - 5"

KEYNOTE LEGEND

SINK-1 0' - 8"

8' - 6"

0' - 10"

1' - 8"

0' - 8"

0' - 10"

SHOW-1

DOOR-1

1

A 6.1

8' - 8"

3

2

ACC-2

ACC-2

7 2' - 9"

3' - 0"

1' - 2 1/2" 1' - 2 1/2"

6

BATHROOM 303

3' - 0"

2' - 9"

A 6.1

8' - 8"

2' - 1 3/4"

8' - 3"

4' - 1"

6

8' - 6" 2' - 9 1/8"

7

2' - 6" 8

KITCHEN 305

2' - 5 7/8"

A 6.2 3' - 6"

WC-1 8' - 9"

2' - 1"

2' - 3"

8

2' - 6"

3' - 4 1/4"

WC-1

1' - 8"

BATHROOM 309

3' - 0"

3' - 0"

CNTR-1

KEY VALUE

Schematic Design Phase

KEYNOTE TEXT

ACC-1 ACC-2 CNTR-1 DOOR-1 DOOR-2 DOOR-3 GL-1 HOOD-1 MULL-1 MULL-2 REF-1 SHOW-1 SHOW-2 SINK-1 SINK-2 STO-1 WC-1

TOILET PAPER ROLL HOLDER TOWEL BAR MARBLE COUNTERTOP WOOD DOOR SLIDING CLOSET DOOR GLASS DOOR GLASS WINDOW RANGE HOOD 1.5 IN. STEEL MULLION 3.5 IN. STEEL MULLION REFRIDGERATOR SHOWERHEAD GLASS SHOWER BATHROOM SINK KITCHEN SINK STOVE/OVEN COMBO WATER CLOSET

CNTR-1 2' - 1"

REF.

SINK-1

TUB-1 3' - 3 3/8"

CNTR-1

SHOW-2

6' - 0"

REF-1 STO-1 12' - 0"

HOOD-1

Title

6

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

3

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

1

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

Enlarged Plan Sections

Originator SR

0'

1'

2'

4'

8'

Job # 0715

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

A 5.2

1/2" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

KEYNOTE LEGEND KEY VALUE

KEYNOTE TEXT

ACC-1 ACC-2 CASE-1 CNTR-1 DOOR-1 DOOR-2 DW DWR GL-1 GYP-1 HOOD-1 MIRR MRBL-1 MULL-1 REF-1 SHOW-1 SINK-1 SINK-2 STO-1 TUB-1 WC-1

TOILET PAPER ROLL HOLDER TOWEL BAR WOOD CASEWORK MARBLE COUNTERTOP WOOD DOOR SLIDING CLOSET DOOR DISHWASHER DRAWER GLASS WINDOW GYPSUMBOARD PAINTED RANGE HOOD MIRROR MARBLE BACKSPLASH 1.5 IN. STEEL MULLION REFRIDGERATOR SHOWERHEAD BATHROOM SINK KITCHEN SINK STOVE/OVEN COMBO SUNKEN TUB WATER CLOSET

0' - 3"

2' - 8"

2' - 6"

3' - 6"

2' - 6"

CNT R-1

GYP -1 DOO R-1 SINKCNTR-1 1 ACC1

ACC2 2' - 1" 7' - 0"

SINK-2

1' - 9"

8

1' - 9"

3' - 6 1/2"

2' - 5 1/2"

0' - 1 1/2"

3' - 6"

3' - 0"

DW DWR

3' - 4"

0' - 0' 6"- 6"

DWR DWR

0' - 4"

1' - 6 1/2"

CASE-1

WC-1

305 - Kitchen - N 3/8" = 1'-0"

3

303 - Bathroom - N 3/8" = 1'-0"

Gabriel Velasco GL-1 MULL-1 GYP-1

DWR

2' - 9"

3' - 0"

WC-1 Schematic Design Phase

TUB-1 2' - 9 1/2"

11' - 3"

2' - 9"

GYP-1 SHOW1 8' - 0"

2' - 8"

4' - 5 1/2"

7' - 0"

7' - 0"

2' - 3 1/2"

DWR

1' - 3"

DWR

6' - 0"

DWR 3' - 0"

DWR

8' - 0"

2' - 0" 0' - 6"

9' - 0"

ACC-2

0' - 4"

1' - 6 1/2" 0' - 6"0' - 4" 1' - 8"

DWR

Cal Poly Pomona

2' - 0"

2' - 9"

3' - 4"

1' - 6" 1' - 4 1/2"1' - 4 1/2"

-Oakland Ave and Cordova St Pasadena, CA 91101

1' - 0"

1' - 4 1/2"1' - 4 1/2" 1' - 6"

Multi family Housing

2' - 3 3/4"

HOOD-1 CASE-1 MARB -1

5' - 6" 5' - 3"

2' - 0"

11' - 3"

2' - 8 1/2"

REF-1 CNTR-1 CASE-1 STO-1

7

305 - Kitchen - S 3/8" = 1'-0"

4

6' - 0"

304 - Bedroom - S 3/8" = 1'-0"

2

303 - Bathroom - S 3/8" = 1'-0"

7' - 10"

2' - 3" DOOR-2 GYP-1

1' - 1 1/2"

6' - 6"

GYP-1

DOOR-1

2' - 0"

2' - 0"

2' - 6"

4' - 0"

HOOD-1

MRBL-1 7' - 0"

Title 6' - 0"

7' - 3"

7' - 3"

REF-1

7' - 0"

SINK-2

2' - 0"

DOOR-1

SHOW-1

GYP-1

STO-1

SINK-1 CNTR-1

Interior Elevations

CASE-1

3' - 0"

3' - 0"

MIRR-1

WC-1

Originator SR

TUB-1 2' - 1"

4' - 1"

0'

2' - 1"

2' - 6"

1' - 8"

2' - 11"

8' - 3" 0' - 4 1/2"

0' - 4 1/2"

1'

2'

4'

8'

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

6

305 - Kitchen - W 3/8" = 1'-0"

5

304 - Bedroom - N 3/8" = 1'-0"

1

303 - Bathroom - W 3/8" = 1'-0"

Job # 0715

A 6.1

3/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

KEYNOTE LEGEND

GYP-1

3' - 3 5/8"

MRBL-1

3' - 5 3/8"

2' - 9"

3' - 0"

2' - 9"

3' - 0"

6' - 0"

3' - 0"

KEYNOTE TEXT

ACC-1 ACC-2 CASE-1 CNTR-1 DOOR-1 DOOR-2 DOOR-3 GL-1 GYP-2 HOOD-1 MIRR-1 MRBL-1 MULL-1 MULL-2 REF-1 SHOW-2 SINK-1 SINK2 WC-1

TOILET PAPER ROLL HOLDER TOWEL BAR WOOD CASEWORK MARBLE COUNTERTOP WOOD DOOR SLIDING CLOSET DOOR GLASS DOOR GLASS WINDOW GYPSUMBOARD PAINTED RANGE HOOD MIRROR MARBLE BACKSPLASH 1.5 IN. STEEL MULLION 3.5 IN. STEEL MULLION REFRIDGERATOR GLASS SHOWER BATHROOM SINK KITCHEN SINK WATER CLOSET

2' - 6"

SHOW-2

3' - 0"

1' - 6"

0' - 6"

MIRR-1

CNTR-1

6' - 0"

7' - 6"

2' - 6"

2' - 7"

1' - 7 1/2" 0' - 4" 0' - 6"

0' - 1"

3' - 6"

CASE-1

6' - 7 1/2"

8' - 0"

4' - 0"

SINK-1

GL-1 MULL-1

SPECIFIC NOTES

KEY VALUE

MULL-2

6' - 9"

DOOR-3

6

309 - Bathroom - S 3/8" = 1'-0"

3

9' - 0"

2' - 6"

306 - Living Room - N 3/8" = 1'-0"

MULL-2

GYP-1

DOOR-1 GYP-1

MRBL-1

HOOD-1

9' - 2"

2' - 8"

0' - 8"

DOOR-2

SHOW-2

11' - 3"

0' - 6"

5' - 6"

SINK-2

2' - 8" 3' - 0"

ACC-2

REF-1

1' - 9"

1' - 5 1/4"

CASE-1

DOOR-1

GYP-1

Gabriel Velasco

MRBL-1 WC-1 CNTR-1

0' - 6 1/2"

2' - 5"

2' - 10 1/2" 0' - 5 1/2"

7' - 0"

9' - 0"

Multi family Housing

7' - 3"

7' - 0"

6' - 0"

CASE-1

2' - 3 3/4"

-Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

3' - 3 5/8"

1' - 8"

8' - 6"

12' - 6"

2' - 9"

11' - 3"

0' - 6"

2' - 8"

0' - 6"

2' - 10"

2' - 8"

Schematic Design Phase

7

309 - Bathroom - E 3/8" = 1'-0"

4

308 - Bedroom - E 3/8" = 1'-0"

2

306 - Living Room - S 3/8" = 1'-0" MULL-2

GL-1 MULL-1 DOOR-3

11' - 3"

GL-1

6' - 2"

GYP-1

0' - 9" 2' - 6"

1' - 0" 2' - 6"

6' - 0" 2' - 6"

3' - 0 1/2"

7' - 6"

9' - 0"

ACC-2 OPEN BEYOND

2' - 3 3/4"

1' - 6" 4' - 0"

4' - 0"

WC-1

6' - 6"

ACC-1

MULL-2

2' - 9"

3' - 6"

3' - 0"

GYP-1

6' - 0"

1' - 6"

2' - 6"

1' - 6"

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

1' - 6"

3' - 0 1/2"

6' - 6 3/4"

8' - 0"

ACC-1

Title 3' - 9"

8

309 - Bathroom - N 3/8" = 1'-0"

3' - 0"

5

308 - Bedroom - N 3/8" = 1'-0"

1

Interior Elevations

306 - Living Room - W 3/8" = 1'-0"

Originator SR

0'

1'

2'

4'

8'

Job # 0715

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

A 6.2

3/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

DOOR SCHEDULE NOTES

Door Schedule

Bathroom Bedroom Bedroom Deck

304 308 302

Bedroom Bedroom Hall

Thickness

See Schedule

3' - 0"

6' - 9 3/4"

0' - 0 1/2"

2' - 8" 2' - 8" 2' - 8" 2' - 6"

7' - 0" 7' - 0" 7' - 0" 7' - 5 1/4"

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

Stain Stain Stain

6' - 0" 6' - 0" 4' - 0"

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

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

Stain Stain Stain

See Schedule

See Schedule

Door Material

Finish

Tempered Frosted Glass Wood Wood Wood Tempered Glass Wood Wood Wood

Frame Material

See Schedule

Threshold

Hardware Set

Remarks

Steel

Wood Wood Wood Steel

Wood Wood Wood

See Schedule

308 304 303 307

Curtain Wall Sgl Glass 32" x 84" 32" x 84" 32" x 84" Curtain Wall Sgl Glass 72" x 84" 72" x 84" 48" x 84"

Height

See Schedule

Entry

Width

See Schedule

301

Type

See Schedule

Room

See Schedule

No.

WINDOW SCHEDULE NOTES

See Schedule

Door Types 1/4" = 1'-0"

Gabriel Velasco Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

Window Schedule

306 307

Steel

L

Glazed

5' - 9 1/2"

2' - 3 1/2"

Steel

M

Glazed

5' - 9 1/2"

3' - 3 1/2"

Steel

N O M

P

Glazed Glazed Glazed Empty Glazed Empty Glazed

2' - 9 1/2" 2' - 9 1/2" 5' - 9 1/2" 2' - 9 1/2" 5' - 9 1/2" 5' - 9 1/2" 3' - 3 3/4"

2' - 2 1/4" 5' - 8 1/4" 3' - 3 1/2" 3' - 3 1/2" 2' - 3 1/2" 3' - 4 3/4" 6' - 9 3/4"

Steel Steel Steel Steel Steel Steel Steel

Q

Glazed

5' - 8 1/2"

7' - 3 3/4"

Steel

R

Glazed

2' - 7 1/2"

1' - 3 3/4"

Steel

S

Glazed

5' - 8 1/2"

1' - 3 3/4"

Steel

T U V W O

Glazed Glazed Glazed Glazed Glazed

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

1' - 9 3/4" 1' - 9 3/4" 6' - 9 3/4" 1' - 9 3/4" 5' - 8 1/4"

Steel Steel Steel Steel Steel

L

X

Glazed

2' - 9 1/2"

3' - 3 1/2"

Steel

Empty

2' - 9 1/2"

3' - 3 1/2"

Steel

Type B

Type C

Type D

Type E

Type F

Type G

Operable Window

Height

Height Height

Height

Height

Height

Height

Type A

Width

Type H

Height

3' - 2 1/4"

Width

Height

2' - 9 1/2"

Width

Height

Glazed

2' - 10 1/4"

Height

K

Width

Height

Steel

Width

Height

3' - 2 1/4"

Width

Width

Width

Width

Width

Width

Width

Width

Width

Type I

Type J

Type K

Type L

Type M

Type N

Type O

Type P

Frosted Glass Operable window

Frosted Glass Frosted Glass Frosted Glass Frosted Glass

Width

Width

Width

Width

Width

Height

301 304 304 304 306

8' - 2 1/4"

Width

Height

307

Glazed

Schematic Design Phase

Height

306

Living Room Living Room Living Room Entry Bedroom Bedroom Bedroom Living Room Living Room Deck

J

Operable Window

Height

306

Steel Steel Steel Steel Steel Steel Steel Steel Steel Steel

Height

307 307 307 307 307 307 304

2' - 2 1/4" 5' - 8 1/4" 2' - 2 1/4" 2' - 8 1/4" 5' - 2 1/4" 0' - 9 1/2" 6' - 2 1/4" 5' - 8 1/4" 3' - 3 1/2" 5' - 9 1/2"

Remarks

Height

306

2' - 5 1/4" 5' - 9 1/2" 2' - 2 1/4" 5' - 9 1/2" 2' - 5 1/4" 2' - 5 1/4" 2' - 2 1/4" 2' - 8 1/4" 5' - 8 1/4" 5' - 2 1/4"

Matl.

Height

306

I

Glazed Glazed Glazed Glazed Glazed Glazed Glazed Glazed Empty Glazed

Height

Height

306

A B C D E F G H

Width

Height

306

Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Bedroom Deck Deck Living Room Living Room Living Room Living Room Living Room Deck Deck Deck Deck Deck Deck Bedroom

Type

Height

308 308 308 308 308 308 308 307 307 306

Rooms

Cal Poly Pomona

Height

No.

Window Type

Widht

Width

Width

Title Schedules

Type Q Window Types 1/4" = 1'-0"

Type R

Type S

Type T

Type U

Type V

Type W

Type X

Originator SR

Job # 0715

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

A 6.3

1/4" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

30' - 0"

6' - 0"

15' - 0"

6' - 0"

15' - 0"

DECK

LIVING ROOM

18' - 9"

BEDROOM

205 CFM

205 CFM

24' - 0"

280 CFM

Gabriel Velasco

-Oakland Ave and Cordova St Pasadena, CA 91101

45' - 3"

45' - 0"

Multi family Housing

Cal Poly Pomona 2' - 3"

KITCHEN 164 CFM

2' - 3"

6' - 0"

50 CFM

Schematic Design Phase

BATH

BATH 82 CFM

103 CFM

BEDROOM 9' - 9"

9' - 0"

214 CFM

3' - 0"

3' - 0"

ENTRY

7' - 6"

4' - 6"

6' - 0"

6' - 0"

6' - 0"

30' - 0"

1

LEVEL 3 REFLECTED CEILING PLAN 1/4" = 1'-0"

Title Reflected Ceiling Plans

Originator SR

0'

2'

4'

8'

16'

Job # 0715

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

A 7.1

1/4" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

Gabriel Velasco Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

4' - 3"

Cal Poly Pomona

10' - 0"

0' - 11"

3' - 0"

Schematic Design Phase

3' - 11 3/4"

UP

3' - 0"

2' - 9"

3' - 3"

Sim

3' - 3" 0' - 3"

0' - 2"

1' - 0"

4 A 9.1

1' - 0"

5 A 9.1

Sim

Sim

Sim 0' - 2"

1' - 0"

1 A 9.1

4' - 0"

4' - 3"

3 A 9.1

Sim

3' - 7 3/4"

0' - 6"

5' - 0"

2 A 9.1

4' - 0"

0' - 2"

4' - 4"

Title

8' - 6"

Vertical Circulation

1

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

2

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

3

EGRESS STAIR PLAN 1/2" = 1'-0"

Originator SR Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

0'

1'

2'

4'

Job # 0715

8'

A 8.1

1/2" = 1'-0"

Gabriel Velasco Revision #

General Notes

0' - 0 1/2"

HARDWOOD FLOORING RUBBER MATTING 3/4" PLYWOOD

1' CONCRETE COLUMN

STEEL MULLION

6" SLAB ON GRADE

DOUBLE PANE GLASS

STEEL MULLION

RIGID INSULATION

DOUBLE PANE GLASS HARDWOOD FLOORIN CONCRETE FILL RUBBER MATTING 3/4" PLYWOOD BEAM JOIST

GRAVEL

SPECIFIC NOTES

3' - 9"

3' - 4"

4' X 4'X 1' CONCRETE COLUMN PAD FOOTING STEEL REINFORCEMENT

1/2" TEMPERED GLASS RUBBER SETTING BLOCK SHOE MOULDING

0' - 0 1/2"

BATT INSULATION 0' - 0 1/8"

0' - 0 1/4"

1' - 0"

WALL STUD

0' - 0 1/2"

DOUBLE TOP PLATE

0' - 5 1/2"

5/8" GYPSUMBOARD

0' - 2"

STEEL PLATE BOLTED DOG LEG CONNECTION STEEL STRINGER CONCRETE FILL DIAMOND PLATED STEEL

0' - 0 3/8"

MULLION/GLASS CONNECTION BOLT RIM JOIST BEAM BATT INSULATION GYPSUMBOARD

0' - 2"

9

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

6

ROOF DRAIN BUILT UP ROOF

CONCRETE FILL FLOOR DRAIN 3/4" PLYWOOD BEAM JOIST

3/4" PLYWOOD BEAM

DETAIL 1 1" = 1'-0"

3

Gabriel Velasco

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

1' - 11" Multi family Housing -Oakland Ave and Cordova St Pasadena, CA 91101

CONCRETE STAIR GLAVANIZED STEEL HANDRAIL GASKET STEEL STRINGER 1/2" TEMPERED GLASS PANEL 0' - 0 1/4"

Cal Poly Pomona 1' - 0"

0' - 0 1/2"

0' - 5 5/8" 0' - 1 1/2"

GYPSUMBOARD

0' - 11"

0' - 1 1/2"

3/4" PLYWOOD BUILDING PAPER METAL LATH PLASTER DOUBLE TOP PLATE WALL STUD

BATT INSULATION DOUBLE TOP PLATE

GLASS GUARDRAIL DETAIL 1 1/2" = 1'-0"

0' - 1 1/2"

DETAIL 11 1 1/2" = 1'-0"

0' - 2 1/8"

Schematic Design Phase 0' - 1 1/2" 0' - 7 1/8"

GALVANIZED STEEL

0' - 0 1/2"

1/2" TEMPERED GLASS DETAIL 8 1 1/2" = 1'-0"

8

DETAIL 4 1 1/2" = 1'-0"

5

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

GASKET

2

PLASTER METAL LATH BUILDING PAPER STUD ANCHOR BOLT BOTTOM PLATE STEEL CHANNEL CONCRETE SLAB

0' - 0 1/2"

0' - 11"

1/2" TEMPERED GLASS 1/8" SCREW GASKET GALVANIZED STEEL HANDRAIL

STEEL STRINGER CONCRETE FILL DIAMOND PLATED STEEL CONCRETE SLAB STEEL BOTTOM PLATE

0' - 1 1/2"

0' - 6"

0' - 9 1/2"

0' - 0 1/4"

0' - 0 1/2"

0' - 1 1/2"

0' - 0 1/2"

FLASHING PLASTER BUILDING PAPER METAL LATH BUILT UP ROOF 3/4" PLYWOOD BLOCKING CRIPPLE STUD RIM JOIST BEAM ANGLED BEAM

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

0' - 0 1/8"

ANCHOR BOLT 0' - 4" 0' - 2"

11

0' - 1 1/2"

Title Key Details

Originator

0' - 0 1/2"

SR 1' - 0"

12

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

10

DETAIL 7 1 1/2" = 1'-0"

7

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

4

HANDRAIL- GUARDRAIL DETAIL 3" = 1'-0"

1

EGRESS STAIR DETAIL 1 1/2" = 1'-0"

Job # 0715

A 9.1

As indicated

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

deck

deck

Living Room

Living Room bedroom 52 stc

bedroom 52 stc kitchen

kitchen

bedroom

bath 50 stc

bath

bath 50 stc

bath

bedroom

Gabriel Velasco Multi family Housing Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona

Living Room

bedroom

Schematic Design Phase

Living Room

bedroom

bedroom

bedroom

subterranean parking

Title Acoustics Drawings

Originator SR

Job # 0715

Date 06/03/15

Scale

Size 24 x 36

Drawn By

Drawing #

AC 1.1

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

RECESSED CEILING FIXTURE

A

ALARM KEYPAD

E

ELECTRIC METER

FLUORESCENT STRIP FIXTURE RECESSED CEILING SPOT FIXTURE

RECESSED WALL FIXTURE

CEILING MOUNTED FIXTURE WITH PULL CHAIN CEILING MOUNTED FIXTURE PENDANT FIXTURE

R

GATE RELEASE

T

TIMER

I

INTERCOM

J

J-BOX

15' - 0"

15' - 0"

MOTION SENSOR TV

S

FLOOR OUTLET - HALF SWITCHED

CABLE

3' - 0"

6' - 0"

220 VOLT OUTLET

DECK GFI

DUPLEX OUTLET

6' - 0"

SPEAKER

LIVING ROOM

MODEM

DUPLEX FLOOR OUTLET

TELEPHONE

GFI OUTLET GFI

BEDROOM

ETHERNET/TELEPHONE D

QUAD FLOOR OUTLET QUAD OUTLET

2

OUTLET - HALF SWITCHED

Gabriel Velasco

D

MECHANICAL WHOLE HOUSE VENTILATION

D

12' - 9"

EXHAUST FAN/LIGHT COMBO

24' - 0"

PC

STEAM SHOWER

SS

WALL MOUNTED FIXTURE WITH PULL CHAIN

30' - 0"

GAS METER

G

WALL MOUNTED FIXTURE

PC

GARAGE DOOR OPENER

GC

6' - 0"

WATERPROOF RECESSED CEILING FIXTURE

EXHAUST FAN GFI

45' - 3"

Multi family Housing

WATERPROOF OUTLET WP

S

SMOKE DETECTOR GD

2

GB

4-WAY DIMMER MOTION SWITCH

DOORBELL SECURITY SYSTEM CONTACT

GFI

ELECTRICAL SYMBOLS 1/4" = 1'-0"

Schematic Design Phase GFI

GFI

BATH

BATH

D

2

GARBAGE DISPOSAL

2' - 3"

D4 M

Cal Poly Pomona

KITCHEN

D

D3

3-WAY DIMMER

MOTOR 2' - 3"

S4

4-WAY SWITCH

M

6' - 0"

S3

3-WAY SWITCH

D

S

DIMMER

-Oakland Ave and Cordova St Pasadena, CA 91101

RECESSED PHILLIPS CEILING LIGHT

PENDANT FIXTURE

EUREKA

MODEL

BBS498 1XDLE

4037-XLH MINI

# OF FIXTURES

WATTAGE

TOTAL WATTAGE

EFFICACY

CRI

CCT

21

28 W

588 W

80 LM/W

80

4000 K

4

4W

16 W

79 LM/W

95

3000 K

7' - 6" WALL MOUNTED FIXTURE

EUREKA

3135-96 BILLO

9' - 9"

ENTRY

3' - 0"

MANUFACTURER

GFI

TYPE

2

9' - 0"

BEDROOM

2

22 W

44 W

79 LM/W

80

4' - 6"

6' - 0"

6' - 0"

6' - 0"

4000 K

30' - 0"

1

LEVEL 3 ELECTRICAL PLAN 1/4" = 1'-0"

Title Electrical Drawings

Originator SR

0'

2'

4'

8'

16'

Job # 0715

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

E 1.1

1/4" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

RECESSED CEILING FIXTURE PENDANT LIGHT FIXTURE WALL MOUNTED FIXTURE CEILING FAN

F

WP

WATERPROOF RECESSED CEILING LIGHT FIXTURE 30' - 0"

MONOPOINT LIGHT FIXTURE DIRECTIONAL RECESSED CEILING LIGHT FIXTURE

15' - 0"

15' - 0"

SMOKE DETECTOR

H

HEAT DETECTOR EXHAUST FAN

6' - 0"

S

6' - 0"

FLUORESCENT TUB LIGHT FIXTURE

HEAT LAMP FIRE SPRINKLER 6' - 0"

FS

CEILING RETURN AIR

DECK

LIVING ROOM

CEILING SUPPLY AIR

4

MECHANICAL ACCESS PANEL

BEDROOM

12' - 9"

MECHANICAL SYMBOLS 2 1/4" = 1'-0"

205 CFM

205 CFM

3

Gabriel Velasco

24' - 0"

280 CFM

8

Multi family Housing

KITCHEN

TYPE OF DIFFUSER

214 CFM

TITUS 250-AA

2

164 CFM

TITUS 250-AA

3

205 CFM

TITUS 250-AA

2 164 CFM 50 CFM

6' - 0"

1

Cal Poly Pomona

2' - 3"

CFM

2' - 3"

DIFFUSER #

45' - 3"

45' - 0"

-Oakland Ave and Cordova St Pasadena, CA 91101

6

BATH

Schematic Design Phase

BATH

5

205 CFM

82 CFM

TITUS 250-AA

9' - 0"

4

103 CFM

BEDROOM

7 5

9' - 9"

82 CFM 1 214 CFM

TITUS 250-AA

50 CFM

TITUS 250-AA

7

103 CFM

TITUS 250-AA

3' - 0"

6

3' - 0"

ENTRY

7' - 6"

8

280 CFM

4' - 6"

6' - 0"

6' - 0"

6' - 0"

30' - 0"

TITUS 250-AA

1

LEVEL 3 MECHANICAL PLAN 1/4" = 1'-0"

Title Mechanical Drawings

Originator SR

0'

2'

4'

8'

16'

Job # 0715

Date 06/03/15

Scale

Size

Drawn By

24 x 36 Drawing #

M 1.1

1/4" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

Shower Sink

Unit Water Heater Shower

Toilet Hot Water

Toilet Sink

Washing Machine

Water Heater

Gabriel Velasco

Cold Water Multi family Housing

Main Supply Lines: 3/4” copper pipe

Oakland Ave and Cordova St Pasadena, CA 91101

Refridgerator

Fixture Supply Lines: 1/2” copper pipe

Cal Poly Pomona City Water Line

Schematic Design Phase

Kitchen Sink

Drain Cleanout

Dishwasher

Riser Diagram Water Heater Cold Water Hot Water

Cistern Roof Drains Roof Drainage

Drainage Pipes Stack Vent Drainage Slope: 1/4”- per 1’ Stack Vent Size: 2” Drainage Pipe Sizes Toilet: 3” Kitchen Sink: 2” Bathtub: 2” Shower: 2” Lavatory: 1.5”

Title Plumbing Drawings

Originator SR

Job # 0715

Date 06/03/15

Scale

Size 24 x 36

Drawn By

Drawing #

P 1.1

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

6

5

4

3

2

1

2 A 4.1 18' - 0"

123' - 0"

5' - 0" 2' - 0"

5' - 6"

PROPERTY LINE

E

2' - 0" 2' - 0"

-

16' - 7"

D

Gabriel Velasco

9' - 5"

15' - 2"

2' - 6" 3' - 3"

2' - 0" 2' - 0"

-

5' - 0"

Multi family Housing 83' - 0"

7' - 3"

-Oakland Ave and Cordova St Pasadena, CA 91101

Cal Poly Pomona 18' - 0"

4' - 0"

4' - 0"

C

Schematic Design Phase

22' - 0 1/2"

1

5' - 6"

A 4.1

3' - 6"

19' - 0"

B

A Title Structural Drawings

52' - 11"

15' - 7"

70' - 6"

Originator SR

0'

4'

8'

16'

32'

Date 06/03/15

Scale

Size

Drawn By

24 x 36

1

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

Job # 0715

Drawing #

S 1.1

1/8" = 1'-0"

Gabriel Velasco Revision #

General Notes

SPECIFIC NOTES

30' - 0" 18' - 0"

6' - 0"

6' - 0"

12' - 0"

2X8 TYP. WALL

12' - 10"

24' - 0"

2X8 TYP. WALL

Gabriel Velasco Multi family Housing

8' - 5"

-Oakland Ave and Cordova St Pasadena, CA 91101

2' - 3"

Cal Poly Pomona

2X4 TYP. WALL

8' - 9"

9' - 9"

2X4 WALL

2X8 TYP. WALL

Schematic Design Phase

2X8 TYP. WALL

3' - 0" 4' - 3"

0' - 3" 3' - 0"

2X4 TYP. WALL

7' - 6"

4' - 6"

6' - 0"

6' - 0"

2X4 TYP. WALL 2X4 TYP. WALL

6' - 0"

30' - 0"

Title Structural Drawings

Originator SR

0'

2'

4'

8'

16'

Date 06/03/15

Scale

Size

Drawn By

24 x 36

1

Level 3 Framing Plan 1/4" = 1'-0"

Job # 0715

Drawing #

S 1.2

1/4" = 1'-0"

Gabriel Velasco Revision #