ARC 303 Design Development Set

SPECIFIC NOTES

Cal Poly Pomona

Multi family Housing

Schematic Design Phase

Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By

Drawing # Revision #

24 x 36 Gabriel Velasco

SR 0715

-Oakland Ave and Cordova StPasadena, CA 91101

General Notes

Title Page

A 0.0

06/03/15

PROJECT INFORMATION

PROJECT DIRECTORY

SHEET LIST

VICINITY MAP

A 0.0 TITLE PAGEA 0.1 CODESA 0.2 CODESA 1.1 SITE PLANA 2.1 PARKING PLANA 2.2 GROUND LEVEL FLOOR PLANA 2.3 LEVEL 2 FLOOR PLANA 2.4 LEVEL 3 FLOOR PLANA 2.5 ROOF PLANA 3.1 ELEVATIONSA 3.2 ELEVATIONSA 4.1 SECTIONSA 4.2 KEY WALL SECTIONSA 5.1 ENLARGED PLAN SECTIONA 5.2 ENLARGED PLAN SECTIONA 6.1 INTERIOR ELEVATIONSA 6.2 INTERIOR ELEVATIONSA 6.3 SCHEDULESA 7.1 REFLECTED CEILING PLANA 8.1 VERTICAL CIRCULATIONA 9.1 KEY DETAILSAC 1.1 ACOUSTICS DRAWINGSE 1.1 ELECTRICAL DRAWINGSM 1.1 MECHANICAL DRAWINGSP 1.1 PLUMBING DRAWINGSS 1.1 STRUCTURAL DRAWINGSS 1.2 STRUCTURAL DRAWINGS

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

MARTA PERLAS: DESIGN

MICHAEL FOX: CONSTRUCTION

MARC SCHULITZ: STRUCTURAL

HOFU WU: MECHANICAL

NATHAN WITTASEK: CODES

GOVERNMENT CODES

2013 BUILDING STANDARDS ADMINISTRATIVE CODE2013 CALIFORNIA BUILDING CODE2013 CALIFORNIA ELECTRICAL CODE2013 CALIFORNIA MECHANICAL CODE2013 CALIFORNIA PLUMBING CODE2013 CALIFORNIA ELEVATOR SAFETY CONSTRUCTIOIN CODE2013 CALIFORNIA FIRE CODE2013 CALIFORNIA REFERENCED STANDARDS CODE2013 CALIFORNIA ENERGY CODESCITY OF GARDENS DEVELOPMENT STANDARDS

SITE NOTES

GENERAL NOTES:1. The general conditions of this Contract for construction, standard form of the American Institute of Architects, current edition,

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

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.

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.

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

The General Contractor or an appointed representative will be obligated to attend an appointed weekly job meeting with the

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.

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

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

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

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

limit of $1,000,000.00.

Automobile and Vehicle Liability, including all Owner, Hired, and Non-Owner Automobiles and Vehicles, with minimum coverage limits as required above for Comprehension Broad Form General Liability Insurance.

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

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.

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.

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

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

Removals: Carefully remove work to be salvaged or reinstalled and store under cover. All equipment to be removed will be saved for Owner's inspection.

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.

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:

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

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

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 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 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 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.

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18. 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 MEANS OF EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 120 OF THE FLOOR OF SUCH ROOMS WITH A MINIMUM OD 1.5 SQ. FT. OR A MECHANICAL VENTILATION SYSTEM WITH MINIMUM FIVE AIR CHANGES PER HOUR DIRECTLY TO OUTSIDE.

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.

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.

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

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

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.

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.

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

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]

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

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

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

LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A 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.

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

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

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

THE FLOOR OR LANDING SHALL NOT BE MORE THAN 12 " LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 14 " AND 12 " 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 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. 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 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 34" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND AT ALL REQUIRED COMMON AREAS PER PLAN.

EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE.

PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRE-STOPPED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH SECTION 709.6. SPACE BETWEEN PENETRATING MATERIALS (DESCRIBED BELOW) MUST BE DESIGNED TO PREVENT THE MOVEMENT OF HOT FLAME OR 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.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 WILLa. EXTEND VERTICALLY FRONT THE FOUNDATION TO A POINT 30 INCHES ABOVE THE ROOF. (504.6.4)b. ALL OPENINGS TO BE PROTECTED WITH FIRE ASSEMBLES HAVING A FIRE-RESISTIVE RATING OF (1 12 ) (3) HOURS.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.

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 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.

33. 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.

A. Submission Requirements:1. Submit 1 blue line print and 1 reproducible print of Shop Drawings, and the number of copies of Product Data

which Contractor Requires for distribution, plus one copy which will be retained by the Architect.

the Contractor requirements.

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.

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

Contract Close Out: Owners shall receive project information in an 8 - 12 " x 11" binder format consisting of the following:A. Close-out Submittals:

1. Equipment Operation and Maintenance Data2. Guarantees and Warranties for al materials and equipment furnished under the contract.

and plumbing items.B. Instructions:

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

equipment, accessories and millwork.

DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS.

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.

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

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BUILDING DEPARTMENT NOTES:Doors that swing over a landing/porch require a landing not less than 44" in length of travel and not more than 12 " below the threshold. Doors that do not swing over top step or landing may open on a landing or top step that is not more than 7 - 12

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

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)

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

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.

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.

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

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

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.

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

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

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

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 - 14 " inches nor more than 2 inches in cross sectional dimensions.E. Return handrail to new post or wall.

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

type.

by department.

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.

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.

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.

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.

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.

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

SEPARATE APPLICATION, PLAN CHECK, AND PERMIT(S) IS/ARE REQUIRED FOR:PART 1 BUILDING STANDARDS ADMINISTRATIVE CODE

PART 2 CALIFORNIA BUILDING CODE (2013)PART 3 CALIFORNIA ELECTRICAL CODE (2013)PART 4 CALIFORNIA MECHANICAL CODE (2013)PART 5 CALIFORNIA PLUMBING CODE (2013)PART 7 CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODEPART 9 CALIFORNIA FIRE CODE (2013)PART 12 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

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.

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SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715

Oakland Ave and Cordova StPasadena, CA 91101

General Notes

Codes

A 0.1

06/03/15

FIRE DEPARTMENT NOTES:

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.

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.

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).

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.

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.

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.

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].

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.

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.

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.

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.

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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.

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

c.11 FIRE ACCESS ROADWAY - PARKING PROHIBITED. 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)

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).

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.

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.

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

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

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

PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLIES.

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.

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.

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

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

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

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

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

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.

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)

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

-ALL ELECTRICAL VAULTS SHALL HAVE PHOTOELECTRIC SMOKE DETECTION AND FIX-RATE-OF-RISE HEAT DETECTION INSTALLED PER THE LISTINGS, PMC, AND NPFA 72.

-PROVIDE APPROVED 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.

-SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER.

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

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:

PART 1 BUILDING STANDARDS ADMINISTRATIVE CODE (CAC)PART 2 CALIFORNIA BUILDING CODE (CBC)PART 3 CALIFORNIA ELECTRICAL CODE (CEC)PART 4 CALIFORNIA MECHANICAL CODE (CMC)PART 5 CALIFORNIA PLUMBING CODE (CPC)PART 7 CALIFORNIA ELEVATOR CODE (CELVC)PART 9 CALIFORNIA FIRE CODE (CFC)

CALGREEN CODE (2010)

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.

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.

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.

I. SMOKE DETECTORS ARE NOT PERMITTED TO BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER.II. RELOCATED ALL SMOKE DETECTORS AWAY FORM OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS FROM

STEAM CONTACTING THE SMOKE DETECTORS.III. EACH DWELLING UNIT SMOKE DETECTOR SHALL HAVE FORM-'C' RELAY BASE LISTED FOR RELEASING SERVICE AND ALL

SMOKE DETECTORS SERVICING INDIVIDUAL DWELLING UNITS SHALL BE INTERLOCKED TOGETHER. PMC. 14.25.050.IV. EACH GROUP OF DWELLING UNIT SMOKE DETECTORS SHALL BE MONITORED BY THE BUILDING FIRE ALARM SYSTEM

(INTELLIGENT-ANALOG) AS A SELF-RESTORING SUPERVISORY SIGNAL PER INDIVIDUAL DWELLING UNIT. THIS SIGNAL IS NOT TO INITIATE A GENERAL ALARM THROUGHOUT THE BUILDING.

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.

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.

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.

a. THE MINIMUM FIRE FLOW REQUIRED FOR THIS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC) AS REQUIRED BY APPENDIX iii-a. A MAXIMUM OF 50% REDUCTION IN FIRE FLOW IS ALLOWED WHEN AN AUTOMATIC FIRE SPRINKLER SYSTEM IS ENGINEERED, APPROVED, AND INSTALLED PER NFPA 13 THROUGHOUT ALL AREAS OF THE STRUCTURES.

b. THE QUANTITIES AND LOCATIONS OF FIRE HYDRANTS REQUIRED FOR THIS SHALL BE ENGINEERED AS REQUIRED BY CFC, APPENDIX III-b, ARTICLE 9, AND 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:

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.

1.

2.

3.

4.

5.

6.

7.

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b.

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27.3

27.4

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

Codes

A 0.2

06/03/15

DN

DN

1A 4.1

2A 4.1

153' - 0"

20' - 0" 6' - 6" 24' - 0" 3' - 0" 6' - 0" 15' - 0" 72' - 0"

15' -

0"

5' -

0"73

' - 0

"18

' - 0

"2'

- 3

3/4"

5' -

0"

30' -

0"

44' - 0"

21' -

0"

69' - 0"

18' -

0"

4' - 0"

16' -

6"

4' -

6"

15' - 7"

18' -

0"

9' -

0"45

' - 0

"

49' - 9" 7' - 8 1/8" 69' - 0"

153' - 0"

15' -

0"

6' -

0"39

' - 0

"22

' - 2

3/8

"30

' - 0

"6'

- 1

1/4"

118'

- 3

3/4"

21' -

0"

11' - 0" 5' - 0"5' - 0"

6' - 0"

11' -

5"

6' -

0 5/

8"

7' -

7"

17' - 0"

6' - 0"

6' -

0"

6' -

0"

20' - 0"

10' - 0" 35' - 0"

10%SLOPE

20%SLOPE

LEGEND

GARDEN

BUILDINGS

PROPERTYLINE

SETBACK LINE

PATH OFTRAVEL

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

As indicated

Site Plan

A 1.1

06/03/15

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

0' 8' 16' 32' 64'

GARDEN

GARDEN

CORDOVA STREET

OAK

LAN

D A

VEN

UE

GARDEN GARDEN

PROPERTY LINE

PRO

PER

TY L

INE

SETBACK LINE

SETB

ACK

LIN

E

ENTRANCE

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

UP

UP

153' - 0"

69' - 6" 70' - 0"

18' - 0" 103' - 0" 18' - 0" 2' - 6" 5' - 0"

146' - 6"

7' - 0"

3' -

6"10

2' -

0"2'

- 0"

107'

- 6"

8' -

6"6'

- 6"

16' -

7"

5' -

0"72

' - 7

1/8

"

107'

- 6"

5' -

6"

22' - 0"

25' - 6"

5' - 0"

9' -

0"9'

- 0"

9' -

0"

30' - 0"

3' - 0" 24' - 0" 3' - 0"

8' - 0"

9' -

0"

3' - 0"

12

34

56

78

910

11

1514

1312

2224

2628

2325

27

1618

20

1719

21

3031

29

5' -

0 1/

2"

9' -

0"9'

- 0"

7' - 0"

24' - 0"

25' -

0"

10' - 0" 35' - 0" 10' - 0"

19' -

0"

123456

A

B

C

D

E

10% SLOPE 20% SLOPE 10% SLOPE

MECH.ROOM

SUMPPUMP

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/8" = 1'-0"

Parking Plan

A 2.1

06/03/15

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

0' 4' 8' 16' 32'

SUMPPUMP

DN

DN

A 3.2

1

A 3.12

132' - 6"

6' - 0" 24' - 0" 24' - 0" 72' - 0" 6' - 6"

12' - 0" 12' - 0" 7' - 0" 17' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

97' -

0"

19' -

6"

17' -

6"

18' -

0"

18' -

0"

18' -

0"

6' -

0"

6' - 0" 12' - 0" 12' - 0" 3' - 0" 93' - 0" 6' - 6"

A 3.1

1

A 3.2 2

1A 4.1

2A 4.1

3' -

0"18

' - 0

"18

' - 0

"

4' -

3"39

' - 0

"6'

- 0"

3' -

0"18

' - 0

"18

' - 0

"

16' -

9"

ENTRY101

LIVING ROOM102

DINING ROOM103

KITCHEN104

HALL105

OFFICE106

BEDROOM107

BATH108

ENTRY111

LIVING ROOM112

DINING ROOM113

KITCHEN114

HALL115

OFFICE116

BEDROOM117

BATH118

BEDROOM127

BATH128

KITCHEN124

OFFICE126

HALL125

ENTRY121

DINING ROOM123

LIVING ROOM122

BEDROOM137

BATH138

KITCHEN134

OFFICE136

HALL135

ENTRY131

DINING ROOM133

LIVING ROOM132

BEDROOM147

OFFICE146

BATH148

HALL145

KITCHEN144

DINING ROOM143

ENTRY141

LIVING ROOM142

ENTRANCE

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/8" = 1'-0"

Ground Level Floorplan

A 2.2

06/03/15

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

0' 4' 8' 16' 32'

UP

A 3.2

1

A 3.12

21' -

0"

24' -

0"

24' -

0"

24' -

6"

3' - 0" 39' - 0" 30' - 0" 30' - 0" 29' - 6"

6' -

0"36

' - 0

"3'

- 0"

4' -

3"

A 3.1

1

A 3.2 2

1A 4.1

2A 4.1

3' - 0" 27' - 0" 3' - 0" 4' - 3"

DECK207

BEDROOM208

LIVING ROOM206

KITCHEN205

BEDROOM204

ENTRY201

KITCHEN244

COMMUNITY CENTER232

ENTRY241

HALL202

BATH203

BATH209

DECK227

BEDROOM228

LIVING ROOM226

KITCHEN225

BEDROOM224

ENTRY221

HALL222

BATH223

BATH229

DECK217

BEDROOM218

LIVING ROOM216

KITCHEN215

BEDROOM214

ENTRY211

HALL212

BATH213

BATH219

DINING ROOM242

LIVING ROOM243

BATH245

KITCHEN254

ENTRY251

DINING ROOM252

LIVING ROOM253

BATH255

KITCHEN264

ENTRY251

DINING ROOM262

LIVING ROOM263

BATH265

BATH231

31' -

5 1

/2"

95' - 3"

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/8" = 1'-0"

Level 2 Floorplan

A 2.3

06/03/15

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

0' 4' 8' 16' 32'

DN

A 3.2

1

A 3.12

3' - 0" 39' - 0" 30' - 0" 30' - 0" 30' - 0"

132' - 0"

3' -

0"21

' - 0

"24

' - 0

"24

' - 0

"24

' - 6

"

A 3.1

1

A 3.2 2

1A 4.1

2A 4.1

6' -

0"36

' - 0

"3'

- 0"

4' -

3"

3' - 0" 27' - 0" 3' - 0" 4' - 3"

BEDROOM349

BEDROOM347

BEDROOM BEDROOM

MEZZANINE331

A 5.11

DECK307

BEDROOM308

LIVING ROOM306

KITCHEN305

BEDROOM304

ENTRY301

HALL302

BATH303

BATH309

DECK317

BEDROOM318

LIVING ROOM316

KITCHEN315

BEDROOM314

ENTRY311

HALL312

BATH313

BATH319

DECK327

BEDROOM328

LIVING ROOM326

KITCHEN325

BEDROOM324

ENTRY321

HALL322

BATH323

BATH329

HALL348

BATH346

BEDROOM359

BEDROOM357

HALL358

BATH356

BEDROOM369

BEDROOM367

HALL368

BATH366

8

7

6

1

3

5

4

4

8

6

7

5

1

2

3

2

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/8" = 1'-0"

Level 3 Floorplan

A 2.4

06/03/15

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

0' 4' 8' 16' 32'

FD FDFDFD

FD FDFDFD

FD

FD

FD

FD

FD

FDFD FD FD

FD

FD

FD

FD

FD

A 3.2

1

A 3.12

A 3.1

1

A 3.2 2

33' - 3" 99' - 3"

132' - 6"

45' -

3"

51' -

9"

97' -

0"

1A 4.1

2A 4.1

33' - 3"

7' - 0" 3' - 3 1/4"22' - 11 3/4"

29' - 6 1/4"30' - 0"30' - 0"12' - 0"23' - 0"7' - 0"

6' -

11 3

/4"

16' -

6 1

/4"

18' -

5 3

/4"

3' -

3 1/

4"

23' -

11

3/4"

24' -

0"

45' -

3"

1/2" PER 1' SLOPE

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/8" = 1'-0"

Roof Plan

A 2.5

06/03/15

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

0' 4' 8' 16' 32'

Level 210' - 0"

Level 320' - 0"

Roof30' - 0"

Ground Level0' - 0"

1A 4.1

Level 210' - 0"

Level 320' - 0"

Roof30' - 0"

Ground Level0' - 0"

2A 4.1

OPEN

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/8" = 1'-0"

Elevations

A 3.1

06/03/15

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

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

0' 4' 8' 16' 32'

GLASS DOORGLASS WINDOW

PLASTERSTEEL MULLION

GLASS GUARDRAILSTEEL STRINGER

FROSTED GLASS PANELSTEEL MULLION

STEEL MULLIONGLASS CURTAIN WALL

PLASTER

STEEL STAIRS

STEEL HANDRAIL

Level 210' - 0"

Level 320' - 0"

Roof30' - 0"

Ground Level0' - 0"

2A 4.1

OPEN OPEN BEYOND

Level 210' - 0"

Level 320' - 0"

Roof30' - 0"

Ground Level0' - 0"

1A 4.1

OPEN

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/8" = 1'-0"

Elevations

A 3.2

06/03/15

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

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

0' 4' 8' 16' 32'

GLASS PANELGLASS DOOR

STEEL MULLIONSPLASTER

STEEL MULLION

FROSTED GLASS PANELGLASS PANEL

PLASTERSTEEL MULLION

STEEL STAIRSSTEEL HANDRAIL

GLASS GUARDRAIL

Level 210' - 0"

Level 320' - 0"

Roof30' - 0"

Ground Level0' - 0"

Parking Level-9' - 0"

2A 4.1

A 4.21

Level 210' - 0"

Level 320' - 0"

Roof30' - 0"

Ground Level0' - 0"


A 4.22

BATH DECKLIVING AREA

LIVING AREABATH

LIVING AREA WORK AREA

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/8" = 1'-0"

Sections

A 4.1

06/03/15

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

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

SUBTERRANEAN PARKING

SUBTERRANEAN PARKING

0' 4' 8' 16' 32'

BEDROOM BEDROOM

BEDROOM

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/2" = 1'-0"

Key Wall Section

A 4.2

06/03/15

1/2" = 1'-0"Key Section 11

Level 210' - 0"

Level 320' - 0"

Roof30' - 0"

Ground Level0' - 0"


A 9.111

A 9.110

A 9.18A 9.1

9

A 9.17

A 9.16

BUILT UP ROOF3/4" PLYWOOD

5/8" GYPSUMBOARD

ROOF DRAIN

BATT INSULATION

2X10 JOISTBEAM

FLASHINGTOP PLATECRIPPLE STUDBOTTOM PLATE3/4" PLYWOODBUILDING PAPERPLASTER

DOUBLE TOP PLATECRIPPLE STUD8X10 HEADERANGLED BEAM5/8" GYPSUMBOARDSTEEL MULLIONDOUBLE PANE GLASS

INTERIOR EXTERIOR1/2" GLASSGUARDRAILMETAL HANDRAIL

HARDWOOD FLOORINGRUBBER MATTING

3/4" PLYWOODBATT INSULATION

2X10 JOIST5/8" GYPSUMBOARD

CONCRETE FILL

PLASTERBUILDING PAPER3/4" PLYWOOD2X8 JOISTDOUBLE TOP PLATE

FLOOR DRAIN

BATT INSULATIONCEMENT BACKERBOARD

WATERPROOF MEMBRANECARRARA MARBLE

2X8 WALL STUDANCHOR BOLT

BOTTOM PLATEFINISHED CONCRETE FLOOR

INTERIOR EXTERIOR

INTERIOR EXTERIORPLASTERBUILDING PAPER3/4" PLYWOOD2X4 WALL STUDANCHOR BOLT2X4 BOTTOM PLATESTEEL CHANNELCONCRETE

SLAB ON GRADE

WATERPROOFINGCOLUMN PAD FOOTING

1/2" = 1'-0"Key Section 22

Level 210' - 0"

Level 320' - 0"

Roof30' - 0"

Ground Level0' - 0"


A 9.112

BUILT UP ROOF3/4" PLYWOOD

BATT INSULATION

ROOF DRAIN

BEAM2X10 JOIST

5/8" GYPSUMBOARDDOUBLE PANE GLASS

STEEL MULLION

FLASHINGTOP PLATECRIPPLE STUDBOTTOM PLATE3/4" PLYWOODBUILDING PAPERPLASTER

BEAM2X10 JOIST6X10 HEADERSTEEL MULLIONDOUBLE PANE GLASS

STEEL MULLIONHARDWOOD FLOORING

RUBBER MATTING3/4" PLYWOOD

BATT INSULATIONBEAM

2X10 JOIST5/8" GYPSUMBOARD

PLASTERBUILDING PAPER3/4" PLYWOOD2X8 JOISTSBEAM6X10 HEADERSTEEL MULLIONDOUBLE PANE FROSTED GLASSFINISHED CONCRETE FLOOR

SLAB ON GRADE

WATERPROOFING

45' -

0"

8' - 3" 3' - 9" 6' - 0" 6' - 0" 6' - 0"

30' - 0"

6' -

0"24

' - 0

"2'

- 3"

9' -

9"3'

- 0"

15' - 0" 15' - 0"

3' -

0"8'

- 9"

6' -

3"2'

- 2"

12' -

10"

6' -

0"6'

- 0"

8' - 9"

6' - 0"

6' - 0" 6' - 0"

6' - 0"

2' - 8"

12' -

0"

2' -

8"

4' -

1"

8' - 6"

2' -

1"

0' - 1 5/8"

15' -

0"

2' -

8"

12' - 0"

4' - 6"

8' -

9"

4' - 6" 3' - 0"

3' - 0"

17' -

9"

12' - 0"

6' -

8"

6' - 0"

KITCHEN305

LIVING ROOM306

DECK307

BEDROOM308

BEDROOM304

ENTRY301

BATH303

BATH309

A 5.24

A 5.22

A 5.21

A 5.23

A 5.25

A 6.1

8

7

6

A 6.21

3

A 6.2

5

A 6.2A 6.1

A 6.1

4

4

8

6

7 51

2

3

2

HALL302

A 5.26

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

3/8" = 1'-0"

Enlarged Plan Sections

A 5.1

06/03/15

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

0' 1' 2' 3'1/2'

REF.

A 6.11

2

3

6' - 0"

8' -

8"

3' -

0"1'

- 2

1/2"

1' -

2 1/

2"3'

- 0"

0' -

8"1'

- 8"

0' -

8"

6' - 0"

8' -

8"

1' - 4" 1' - 4"2' - 11" 0' - 5"

BATHROOM303

A 6.1

4

5

12' -

0"

12' -

0"

9' -

9"2'

- 3"

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

12' - 0"

8' -

8"3'

- 4"

6' - 0" 6' - 0"

12' - 0"

BEDROOM304

A 6.2

8

6

7

7' - 6"

8' -

9"

4' - 6" 3' - 0"

0' - 10" 1' - 8" 0' - 10"

BATHROOM309

3' - 3 3/8"

2' - 1 3/4"

2' -

5 7/

8"

A 6.2

5

4

BEDROOM308

12' - 0"

4' - 6" 7' - 6"

0' - 9" 6' - 0" 0' - 9"

9' -

2"2'

- 8"

3' -

2"

15' -

0"

A 6.21

3

2

LIVING ROOM306

9' -

2"6'

- 0"

15' -

2"

6' -

2"

15' -

2"

3' - 0" 15' - 0"

18' - 0"

2' - 6"

A 6.1

8

7

6

8' - 6"

2' - 6" 3' - 6" 2' - 6"

2' -

1"

12' - 0"

12' - 0"

3' - 0"

2' -

1"

8' -

3"

3' -

4 1/

4"2'

- 3"

4' -

1" KITCHEN305

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

8' - 6"

2' - 9 1/8"

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/2" = 1'-0"

Enlarged Plan Sections

A 5.2

06/03/150' 1' 2' 4' 8'

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

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

1/2" = 1'-0"3 309 - Bathroom - Enlarged Plan

1/2" = 1'-0"4 308 - Bedroom - Enlarged Plan 1/2" = 1'-0"5 306 - Living Room - Enlarged Plan

1/2" = 1'-0"6 305 - Kitchen - Enlarged Plan

TUB-1

ACC-2

DOOR-1

CNTR-1

SINK-1

WC-1

SHOW-1

SHOW-2

ACC-2

WC-1

ACC-1

SINK-1

CNTR-1

SINK-2

CNTR-1

HOOD-1

STO-1

CNTR-1

REF-1

DOOR-2

DOOR-1

MULL-1

GL-1

DOOR-1

DOOR-2

MULL-2

GL-1

GL-1

MULL-2

DOOR-3

MULL-1

KEY VALUE

ACC-1ACC-2

CNTR-1DOOR-1DOOR-2DOOR-3

GL-1HOOD-1MULL-1MULL-2REF-1

SHOW-1SHOW-2SINK-1SINK-2STO-1WC-1

KEYNOTE TEXT

TOILET PAPER ROLL HOLDERTOWEL BAR

MARBLE COUNTERTOPWOOD DOOR

SLIDING CLOSET DOORGLASS DOOR

GLASS WINDOWRANGE HOOD

1.5 IN. STEEL MULLION3.5 IN. STEEL MULLION

REFRIDGERATORSHOWERHEAD

GLASS SHOWERBATHROOM SINK

KITCHEN SINKSTOVE/OVEN COMBO

WATER CLOSET

KEYNOTE LEGEND

6' -

0"2'

- 0"

2' - 6"

4' -

0"

0' - 4 1/2"

1' - 8"

0' - 4 1/2"

2' - 11"2' - 6"

7' - 10"

GYP-1

DOOR-1

MIRR-1

SINK-1CNTR-1CASE-1

SHOW-1

MRBL-1

TUB-1

WC-1

1' -

3"2'

- 3

1/2"

4' -

5 1/

2"

8' -

0"

2' -

3 3/

4"

3' -

4"2'

- 8"

2' -

0"

8' -

0"

5' - 6"

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

SHOW-1

WC-1

GYP-1

ACC-2

TUB-1

7' -

0"0'

- 3"

3' -

6 1/

2"

2' - 8"

0' -

1 1/

2"

2' -

5 1/

2"

3' -

6"

2' - 1"CNTR-1SINK-

1ACC-

1

ACC-2

WC-1

DOOR-1

GYP-1

7' -

0"2'

- 0"

9' -

0"

5' - 3"

11' - 3"

GYP-1MULL-1

GL-1

7' -

3"

7' -

0"

7' -

3"

7' -

0"

1' - 1 1/2" 6' - 6"DOOR-1

GYP-1

DOOR-2

3' -

0"

2' - 1"4' - 1"2' - 1"

2' -

0"2'

- 0"

3' -

0"

6' - 0" 2' - 3"

8' - 3"

SINK-2

GYP-1

STO-1

REF-1

HOOD-1

DWRDWR

DWRDWR

DWRDWR

0' -

4"1' -

6 1/

2"0'

- 6"

0' -

6"0' -

4"1'

- 8"

2' -

0"

7' -

0"

2' - 9"1' - 4 1/2"1' - 4 1/2"1' - 6"1' - 6"1' - 4 1/2"1' - 4 1/2"

11' - 3"

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

6' -

0"1'

- 0"

3' -

0"

REF-1

CASE-1CNTR-1STO-1

MARB-1

HOOD-1CASE-1

3' -

0"

3' -

4"

3' - 6"2' - 6" 2' - 6"

0' -

6"0'

- 6"

1' -

6 1/

2"0'

- 4"

DWDWR

DWRDWR

1' - 9" 1' - 9"

CNTR-1

CASE-1

SINK-2

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

3/8" = 1'-0"

Interior Elevations

A 6.1

06/03/15

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

3/8" = 1'-0"2 303 - Bathroom - S

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

3/8" = 1'-0"4 304 - Bedroom - S

3/8" = 1'-0"5 304 - Bedroom - N 3/8" = 1'-0"6 305 - Kitchen - W

3/8" = 1'-0"7 305 - Kitchen - S

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

0' 1' 2' 4' 8'

KEY VALUE

ACC-1ACC-2

CASE-1CNTR-1DOOR-1DOOR-2

DWDWRGL-1

GYP-1HOOD-1

MIRRMRBL-1MULL-1REF-1

SHOW-1SINK-1SINK-2STO-1TUB-1WC-1

KEYNOTE TEXT


WOOD CASEWORKMARBLE COUNTERTOP

WOOD DOORSLIDING CLOSET DOOR

DISHWASHERDRAWER

GLASS WINDOWGYPSUMBOARD PAINTED

RANGE HOODMIRROR

MARBLE BACKSPLASH1.5 IN. STEEL MULLION

REFRIDGERATORSHOWERHEAD

BATHROOM SINKKITCHEN SINK

STOVE/OVEN COMBOSUNKEN TUB

WATER CLOSET

KEYNOTE LEGEND

1' -

6"7'

- 6"

3' -

6"4'

- 0"

1' -

6"

6' - 2"

2' -

6"0'

- 9"

GYP-1

DOOR-3

MULL-1

GL-1

MULL-2

2' -

10 1

/2"

0' -

5 1/

2"

2' - 8"

7' -

0"

2' - 8"2' - 10"0' - 6"11' - 3"

0' - 6"2' - 9"8' - 6"

5' - 6"0' - 6"11' - 3"

CASE-1

CNTR-1

MRBL-1

CASE-1

HOOD-1

GYP-1

REF-1

DOOR-1

SINK-2

7' -

6"1'

- 6"

3' -

0"6'

- 0"

2' - 6"9' - 0"3' - 0"2' - 9"

2' - 9" 3' - 0" 6' - 0" 3' - 0" 2' - 6"

3' -

6"2'

- 6"

DOOR-3

MULL-1

MULL-2

GL-1

6' -

0"3'

- 0"

7' -

0"

2' - 8"

1' -

9"7'

- 3"

9' -

0"

12' - 6"

9' - 2" 2' - 8" 0' - 8"

MULL-2 GYP-1 DOOR-1

DOOR-2

6' -

6"2'

- 6"

1' -

6"4'

- 0"

1' -

0"2'

- 6"

2' - 6" 6' - 0" 2' - 9"

3' -

0"6'

- 0"

11' - 3"9'

- 0"

MULL-2

GL-1

8' -

0"

6' -

7 1/

2"

3' - 3 5/8" 3' - 5 3/8"

6' - 9"

0' -

4"1' -

7 1/

2" 0' -

6"

2' -

7"

4' -

0"

0' - 6"

0' -

1"

SHOW-2

MRBL-1

GYP-1

CASE-1

CNTR-1

SINK-1

MIRR-1

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

2' - 5" 3' - 3 5/8"

1' -

5 1/

4"6'

- 6

3/4" 8' -

0"

2' -

3 3/

4"

3' -

0 1/

2"

ACC-1

WC-1

GYP-1

ACC-2

SHOW-2

MRBL-1

1' -

6"

2' -

3 3/

4"

3' -

0 1/

2"

3' - 0"3' - 9"

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

0' - 2"

ACC-2

WC-1

ACC-1

GYP-1

OPEN BEYOND

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

3/8" = 1'-0"

Interior Elevations

A 6.2

06/03/15

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

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

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

3/8" = 1'-0"4 308 - Bedroom - E

3/8" = 1'-0"5 308 - Bedroom - N

3/8" = 1'-0"6 309 - Bathroom - S

3/8" = 1'-0"7 309 - Bathroom - E

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

0' 1' 2' 4' 8'

KEY VALUE

ACC-1ACC-2

CASE-1CNTR-1DOOR-1DOOR-2DOOR-3

GL-1GYP-2

HOOD-1MIRR-1MRBL-1MULL-1MULL-2REF-1

SHOW-2SINK-1SINK2WC-1

KEYNOTE TEXT


WOOD CASEWORKMARBLE COUNTERTOP

WOOD DOORSLIDING CLOSET DOOR

GLASS DOORGLASS WINDOW

GYPSUMBOARD PAINTEDRANGE HOOD

MIRRORMARBLE BACKSPLASH1.5 IN. STEEL MULLION3.5 IN. STEEL MULLION

REFRIDGERATORGLASS SHOWERBATHROOM SINK

KITCHEN SINKWATER CLOSET

KEYNOTE LEGEND

See Schedule See Schedule See Schedule See Schedule See Schedule

See

Sche

dule

See

Sche

dule

See

Sche

dule

See

Sche

dule

See

Sche

dule

Type M Type NType LType KType JType I

Type HType F Type GType CType BType A Type D Type E

Type O Type P

Type Q Type R Type S Type T Type U Type V Type W Type X

Hei

ght

Hei

ght

Hei

ght

Hei

ght Hei

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Width Width Width Width 2' - 10 1/4" Width Width Width

Width Width Width Width Width Width Width Width

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Width Width Width Width Width Widht Width Width

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SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/4" = 1'-0"

Schedules

A 6.3

06/03/15

Door Schedule

No. Room Type Width Height Thickness FinishDoor

MaterialFrame

Material ThresholdHardware

Set Remarks

301 Entry CurtainWall SglGlass

3' - 0" 6' - 9 3/4" 0' - 0 1/2" TemperedFrostedGlass

Steel

308 Bathroom 32" x 84" 2' - 8" 7' - 0" 0' - 2" Stain Wood Wood304 Bedroom 32" x 84" 2' - 8" 7' - 0" 0' - 2" Stain Wood Wood303 Bedroom 32" x 84" 2' - 8" 7' - 0" 0' - 2" Stain Wood Wood307 Deck Curtain

Wall SglGlass

2' - 6" 7' - 5 1/4" 0' - 0 1/2" TemperedGlass

Steel

304 Bedroom 72" x 84" 6' - 0" 7' - 0" 0' - 2" Stain Wood Wood308 Bedroom 72" x 84" 6' - 0" 7' - 0" 0' - 2" Stain Wood Wood302 Hall 48" x 84" 4' - 0" 7' - 0" 0' - 1 1/2" Stain Wood Wood

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

Window Schedule

No. RoomsWindow

Type Type Width Height Matl. Remarks

308 Bedroom A Glazed 2' - 5 1/4" 2' - 2 1/4" Steel308 Bedroom B Glazed 5' - 9 1/2" 5' - 8 1/4" Steel308 Bedroom C Glazed 2' - 2 1/4" 2' - 2 1/4" Steel308 Bedroom D Glazed 5' - 9 1/2" 2' - 8 1/4" Steel308 Bedroom E Glazed 2' - 5 1/4" 5' - 2 1/4" Steel308 Bedroom F Glazed 2' - 5 1/4" 0' - 9 1/2" Steel308 Bedroom G Glazed 2' - 2 1/4" 6' - 2 1/4" Steel Operable Window307 Deck H Glazed 2' - 8 1/4" 5' - 8 1/4" Steel307 Deck Empty 5' - 8 1/4" 3' - 3 1/2" Steel306 Living

RoomI Glazed 5' - 2 1/4" 5' - 9 1/2" Steel

306 LivingRoom

J Glazed 8' - 2 1/4" 3' - 2 1/4" Steel

306 LivingRoom

K Glazed 2' - 9 1/2" 3' - 2 1/4" Steel

306 LivingRoom

L Glazed 5' - 9 1/2" 2' - 3 1/2" Steel Operable Window

306 LivingRoom

M Glazed 5' - 9 1/2" 3' - 3 1/2" Steel

307 Deck N Glazed 2' - 9 1/2" 2' - 2 1/4" Steel307 Deck O Glazed 2' - 9 1/2" 5' - 8 1/4" Steel307 Deck M Glazed 5' - 9 1/2" 3' - 3 1/2" Steel307 Deck Empty 2' - 9 1/2" 3' - 3 1/2" Steel307 Deck L Glazed 5' - 9 1/2" 2' - 3 1/2" Steel307 Deck Empty 5' - 9 1/2" 3' - 4 3/4" Steel304 Bedroom P Glazed 3' - 3 3/4" 6' - 9 3/4" Steel Frosted Glass Operable

window306 Living

RoomQ Glazed 5' - 8 1/2" 7' - 3 3/4" Steel

306 LivingRoom

R Glazed 2' - 7 1/2" 1' - 3 3/4" Steel

307 LivingRoom

S Glazed 5' - 8 1/2" 1' - 3 3/4" Steel

301 Entry T Glazed 3' - 0" 1' - 9 3/4" Steel Frosted Glass304 Bedroom U Glazed 3' - 3 3/4" 1' - 9 3/4" Steel Frosted Glass304 Bedroom V Glazed 1' - 9 3/4" 6' - 9 3/4" Steel Frosted Glass304 Bedroom W Glazed 1' - 9 3/4" 1' - 9 3/4" Steel Frosted Glass306 Living

RoomO Glazed 2' - 9 1/2" 5' - 8 1/4" Steel

306 LivingRoom

X Glazed 2' - 9 1/2" 3' - 3 1/2" Steel

307 Deck Empty 2' - 9 1/2" 3' - 3 1/2" Steel 1/4" = 1'-0"Window Types

WINDOW SCHEDULE NOTESDOOR SCHEDULE NOTES

45' -

3"

6' -

0"24

' - 0

"2'

- 3"

9' -

9"3'

- 0"

15' - 0" 15' - 0"

30' - 0"

6' -

0"18

' - 9

"2'

- 3"

6' -

0"9'

- 0"

3' -

0"

45' -

0"

7' - 6" 4' - 6" 6' - 0" 6' - 0" 6' - 0"

30' - 0"

DECK

BEDROOM

LIVING ROOM

KITCHEN

BEDROOM

BATHBATH

ENTRY

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/4" = 1'-0"

Reflected Ceiling Plans

A 7.1

06/03/15

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

205CFM

205CFM

164CFM

214CFM

280CFM

82CFM

103 CFM

50CFM

0' 2' 4' 8' 16'

1' -

0"5'

- 0"

10' -

0"

3' - 11 3/4"

0' -

3"3'

- 3"

1' - 0"

3' -

0"

A 9.11

Sim

A 9.12

Sim

A 9.14

Sim

A 9.13

Sim

4' -

3"1'

- 0"

3' -

3"3'

- 0"

0' - 2"

4' - 0"0' - 2" 0' - 2"

4' - 4"

0' -

6"

2' -

9"

4' -

0"

8' - 6"

4' -

3"0'

- 11

"

3' - 7 3/4"

A 9.15

Sim

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/2" = 1'-0"

Vertical Circulation

A 8.1

06/03/15

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

UP

0' 1' 2' 4' 8'

1/2" = 1'-0"2 EGRESS STAIR ELEVATION 1/2" = 1'-0"3 EGRESS STAIR PLAN

0' -

2"

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

0' - 11"

0' -

6"

0' -

0 1/

4"

1' -

0"

0' -

4"

ANCHOR BOLTSTEEL BOTTOM PLATECONCRETE SLABDIAMOND PLATED STEELCONCRETE FILLSTEEL STRINGER

0' - 7 1/8"

1' - 11"

0' -

1 1/

2"

0' - 1 1/2"

0' -

1 1/

2"

0' - 1 1/2"

0' - 5 5/8"

1' - 0"

0' - 11"

GALVANIZED STEEL

1/2" TEMPERED GLASS

GASKET

0' -

2"

0' -

0 1/

4"

1' -

0"

0' -

5 1/

2"

0' -

0 1/

2"

0' - 2"

0' - 0 1/2"

0' - 0 1/8"

0' - 0 1/2"

0' - 0 3/8"

3' -

4"

3' -

9"

DIAMOND PLATED STEELCONCRETE FILLSTEEL STRINGERBOLTED DOG LEG CONNECTION

SHOE MOULDINGRUBBER SETTING BLOCK1/2" TEMPERED GLASS

STEEL PLATE

0' -

0 1/

2"

0' - 0 1/2"

0' - 0 1/2"

0' -

1 1/

2"

0' - 1 1/2"

0' - 0 1/8"

0' -

0 1/

2"

GALVANIZED STEEL HANDRAILGASKET1/8" SCREW1/2" TEMPERED GLASS

0' - 0 1/2"

0' - 2"

0' -

0 1/

2"

0' - 1 1/2"

0' -

0 1/

4"

CONCRETE STAIRGLAVANIZED STEEL HANDRAIL

GASKETSTEEL STRINGER

1/2" TEMPERED GLASS PANEL

1' CONCRETE COLUMN

6" SLAB ON GRADE

4' X 4'X 1' CONCRETECOLUMN PAD FOOTING

RIGID INSULATION

GRAVEL

STEEL REINFORCEMENT

PLASTER

BUILDING PAPERMETAL LATH

STUD

BOTTOM PLATEANCHOR BOLT

STEEL CHANNELCONCRETE SLAB

0' -

2 1/

8"

CONCRETE FILLFLOOR DRAIN3/4" PLYWOODBEAMJOIST

3/4" PLYWOODBUILDING PAPERMETAL LATHPLASTERDOUBLE TOP PLATEWALL STUD

CONCRETE FILL

STEEL MULLIONDOUBLE PANE GLASSHARDWOOD FLOORIN

RUBBER MATTING3/4" PLYWOODBEAMJOIST

BATT INSULATION5/8" GYPSUMBOARDDOUBLE TOP PLATEWALL STUD

FLASHINGPLASTERBUILDING PAPERMETAL LATHBUILT UP ROOF3/4" PLYWOODBLOCKINGCRIPPLE STUDRIM JOISTBEAMANGLED BEAM

ROOF DRAINBUILT UP ROOF3/4" PLYWOODBEAM

BATT INSULATIONDOUBLE TOP PLATEGYPSUMBOARD

STEEL MULLION

DOUBLE PANE GLASS

3/4" PLYWOODRUBBER MATTINGHARDWOOD FLOORING

MULLION/GLASS CONNECTIONBOLTRIM JOISTBEAMBATT INSULATIONGYPSUMBOARD

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

As indicated

Key Details

A 9.1

06/03/15

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

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

1 1/2" = 1'-0"3 GLASS GUARDRAIL DETAIL

3" = 1'-0"4 HANDRAIL- GUARDRAIL DETAIL

1 1/2" = 1'-0"5 EGRESS RAILING PLAN DETAIL

1" = 1'-0"6 DETAIL 1

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

1 1/2" = 1'-0"8 DETAIL 4

1 1/2" = 1'-0"9 DETAIL 5

1 1/2" = 1'-0"10 DETAIL 7

1 1/2" = 1'-0"11 DETAIL 8

1 1/2" = 1'-0"12 DETAIL 11

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

Acoustics Drawings

AC 1.1

06/03/15

52 stc52 stc

50 stc50 stc

bedroom

bedroombedroom

bedroom

kitchen kitchen

Living Room Living Room

bath bathbath bath

deck deck

Living Room

Living Room

bedroom

bedroom

bedroombedroom

subterranean parking

DD

DD

2

2D

2

GFI

GFI

GFI

GFI

GFI

GFI

PC

PC

GFI

WP

SS

S3

4D

DD

34

M

A

E

GC

G

SS

R

T

I

J

TV

S

M

S

GD

GB

RECESSED CEILING FIXTURE

FLUORESCENT STRIP FIXTURE

RECESSED CEILING SPOT FIXTURE

WATERPROOF RECESSEDCEILING FIXTURE

WALL MOUNTED FIXTURE

RECESSED WALL FIXTURE

WALL MOUNTED FIXTUREWITH PULL CHAIN

CEILING MOUNTED FIXTUREWITH PULL CHAIN

CEILING MOUNTED FIXTURE

PENDANT FIXTURE

DUPLEX OUTLET

220 VOLT OUTLET

FLOOR OUTLET - HALF SWITCHED

DUPLEX FLOOR OUTLET

GFI OUTLET

QUAD FLOOR OUTLET

QUAD OUTLET

OUTLET - HALF SWITCHED

WATERPROOF OUTLET

3-WAY SWITCH

4-WAY SWITCH

DIMMER

3-WAY DIMMER4-WAY DIMMERMOTION SWITCH

ALARM KEYPAD

ELECTRIC METER

GARAGE DOOR OPENER

GAS METER

STEAM SHOWER

GATE RELEASE

TIMER

INTERCOM

J-BOX

MOTION SENSOR

CABLE

SPEAKER

MODEM

TELEPHONE

ETHERNET/TELEPHONE

EXHAUST FAN/LIGHT COMBO

MECHANICAL WHOLEHOUSE VENTILATION

EXHAUST FAN

MOTOR

SMOKE DETECTOR

GARBAGE DISPOSAL

DOORBELL

SECURITY SYSTEM CONTACT

45' -

3"

6' -

0"24

' - 0

"2'

- 3"

9' -

9"3'

- 0"

6' -

0"12

' - 9

"6'

- 0"

2' -

3"9'

- 0"

7' - 6" 4' - 6" 6' - 0" 6' - 0" 6' - 0"

30' - 0"

15' - 0" 15' - 0"

30' - 0"

3' - 0"

6' -

0"DECK

BEDROOM

LIVING ROOM

KITCHEN

BEDROOM

BATHBATH

ENTRY

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/4" = 1'-0"

Electrical Drawings

E 1.1

06/03/15

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

0' 2' 4' 8' 16'

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

TYPE MANUFACTURER MODEL# OFFIXTURES WATTAGE

TOTALWATTAGE EFFICACY CRI CCT

BBS4981XDLE

PHILLIPSRECESSEDCEILING LIGHT

21 28 W 588 W 80 LM/W 80 4000 K

4037-XLH MINIEUREKAPENDANTFIXTURE

4 4 W 16 W 79 LM/W 95 3000 K

WALLMOUNTEDFIXTURE

EUREKA 3135-96 BILLO 2 22 W 44 W 79 LM/W 80 4000 K

RECESSED CEILING FIXTURE

PENDANT LIGHT FIXTURE

WALL MOUNTED FIXTURE

CEILING FAN

WATERPROOF RECESSED CEILINGLIGHT FIXTURE

MONOPOINT LIGHT FIXTURE

DIRECTIONAL RECESSED CEILINGLIGHT FIXTURE

FLUORESCENT TUB LIGHT FIXTURE

SMOKE DETECTOR

HEAT DETECTOR

EXHAUST FAN

HEAT LAMP

FIRE SPRINKLER

CEILING RETURN AIR

CEILING SUPPLY AIR

MECHANICAL ACCESS PANEL

F

WP

S

H

FS

DECK

BEDROOM

LIVING ROOM

KITCHEN

BEDROOM

BATHBATH

ENTRY

205CFM

205CFM

164CFM

214CFM

82CFM

50CFM

103CFM

280CFM

45' -

3"

6' -

0"24

' - 0

"2'

- 3"

9' -

9"3'

- 0"

15' - 0" 15' - 0"

30' - 0"

6' -

0"6'

- 0"

12' -

9"

2' -

3"6'

- 0"

9' -

0"3'

- 0"

45' -

0"

7' - 6" 4' - 6" 6' - 0" 6' - 0" 6' - 0"

30' - 0"

1

2

3

4

57

6

8

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/4" = 1'-0"

Mechanical Drawings

M 1.1

06/03/15

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

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

0' 2' 4' 8' 16'

DIFFUSER # CFM TYPE OFDIFFUSER

1

2

3

4

5

6

7

8

214 CFM

164 CFM

205 CFM

205 CFM

82 CFM

50 CFM

103 CFM

280 CFM

TITUS 250-AA

TITUS 250-AA

TITUS 250-AA

TITUS 250-AA

TITUS 250-AA

TITUS 250-AA

TITUS 250-AA

TITUS 250-AA

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

Plumbing Drawings

P 1.1

06/03/15

Hot Water

Cold Water

Main Supply Lines: 3/4” copper pipe

Fixture Supply Lines: 1/2” copper pipe

Water Heater

Drainage Pipes

Stack Vent

Drainage Slope: 1/4”- per 1’Drainage Pipe SizesToilet: 3”Kitchen Sink: 2”Bathtub: 2”Shower: 2”Lavatory: 1.5”

Stack Vent Size: 2”

Roof Drainage

Roof Drains

Cistern

Drain Cleanout

Shower

Toilet

Washing Machine

Shower

ToiletSink

Refridgerator

Kitchen Sink

Dishwasher

City Water Line

Unit Water Heater

Water Heater

Cold Water

Hot Water

Sink

Riser Diagram

-

-

1A 4.1

2A 4.1

18' - 0" 123' - 0" 5' - 0"

3' -

6"19

' - 0

"83

' - 0

"

16' -

7"

52' - 11" 15' - 7" 70' - 6"

7' - 3"

A

B

C

D

E

123456

PROPERTY LINE

4' - 0"

4' -

0"

2' - 0"2' - 0"

2' -

0"2' -

0"

15' -

2"

3' -

3"2'

- 6"

9' -

5"

22' - 0 1/2"

5' -

6"

5' -

6"

2' - 0"

5' -

0"

18' - 0"

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/8" = 1'-0"

Structural Drawings

S 1.1

06/03/15

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

0' 4' 8' 16' 32'

12' - 0" 18' - 0"

0' -

3"3'

- 0"

8' -

9"8'

- 5"

12' -

10"

6' -

0"

6' -

0"24

' - 0

"2'

- 3"

9' -

9"3'

- 0"

4' -

3"

7' - 6" 4' - 6" 6' - 0" 6' - 0" 6' - 0"

30' - 0"

30' - 0"

2X8 TYP. WALL

2X8 TYP. WALL

2X4 TYP. WALL

2X4 TYP. WALL

2X4 WALL

2X8 TYP. WALL

2X8 TYP. WALL

2X4 TYP. WALL

2X4 TYP. WALL

SPECIFIC NOTES

Cal Poly Pomona



Gabriel Velasco

Title

Originator Job#

Date Scale

Size Drawn By



SR 0715


General Notes

1/4" = 1'-0"

Structural Drawings

S 1.2

06/03/15

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

0' 2' 4' 8' 16'