Drawing Set by Clenel

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, a re propriatary and cannot be copied, duplicated or exp loited in whole or in part, without writen premission of C lenel Williams. These are available for limited review an d evaluation by the client consultants, contractors, government agencies, vendors and office personnel o nly in accordance with this notice.

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

Address:

196 S. Oakland Dr. Pasadena, CA 91101

Specific Notes:

7 No.

Description

Date

CORDOVA & OAKLAND MULTI FAMILY ENGINEERING COMPLEX 196 SOUTH OAKLAND DRIVE PASADENA, CALIFONIA 91101

SCHEMATIC DESIGN PHASE Drawing Title

Title Sheet CW 04/08/2015 24 x 36

Originator Date Size

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

A0.0 Scale

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX 4 Address:

196 S. Oakland Dr. Pasadena, CA 91101

Specific Notes:

7 No.

Description

Date

SCHEMATIC DESIGN PHASE

Drawing Title

Cover Sheet Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A0.1 Scale

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX 4 Address:

196 S. Oakland Dr. Pasadena, CA 91101

Specific Notes:

7 No.

Description

Date

SCHEMATIC DESIGN PHASE

Drawing Title

Symbols & Referneces Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A0.2 Scale

GENERAL NOTES: 1

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

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.

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.

4. The GC/Sub-Contractor shall obtain and pay for all legally required approval, inspections, and permits necessary for execution and completion of approvals, inspections, and permits necessary for execution and completion of his work. legally required sales, consumer, and use taxes. The owner shall pay school tax.

Pay

5. GC to provide and pay for all labor, materials and requirement, tools, construction equipment and machinery, electrical power, water, heat, telephones, and other utilities required for construction, other facilities and services necessary for proper execution and completion of the Work in Contract documents. 6. Before submitting his bid, each bidder shall inspect the site of the proposed work to arrive at a clear understanding of conditions and the scope of work to be performed. Any discrepancies shall be reported to Owner before delivery of bid. No consideration will subsequently be allowed by reason of error or oversight on the part of the Contractor. Prior to the start of work, the Contractor shall report in writing to the Architect and Owner all existing damage and unsatisfactory conditions. Nature and extent of these conditions will be verified by the Owner and Contractor will be held responsible for correction of such damage upon completion of work, included in the Contract by mutual consent.

35.

8. 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.

12.

13.

The General Contractor or an appointed representative will be obligated to attend an appointed weekly job meeting with the Owner and Architect for the project coordination purposes. The bid price shall reflect an allotment of time for this meeting.

GC shall guarantee for a period of 2 years after the date of substantial completion that all work will be of the highest quality except where otherwise specified. Any manufacturing problems including but not limited too seam separation, faulty 14. hardware, inferior furnishes, blistering, delimitation will be corrected at no charge to Owner. Corrections must be of the highest quality so that corrections are not obvious to the Architect of Client. This guarantee is only for manufacturing defects and not for wear and tear or damage done by Client. Roofing installation shall be guaranteed for 5 years.

Owner shall be given written notice not less than thirty (30) days prior to the effective date of any cancellation or any material change in all such insurance, as evidenced by return receipt of a registered letter to owner.

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

All equipment to be removed will be

The Contractor shall provide all measures necessary to protect the structure and adjacent structures during construction. 21. Such measures shall include, but are not limited to bracing, shoring for loads, etc... The Contractor shall engage properly quantified persons to determine where and how temporary precautionary measures shall be used and inspect same in field.

29. Contractor to provide complete job, including all trim, transition, strips, shims, backing, etc... not specifically called out but required by code and/or to perform top quality work. These items shall be the responsibility of the Contractor at no additional cost.

a. Glazing in ingress and egress doors except jalousies. b. Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. c. Glazing in storm doors. d. Glazing in all unframed swinging doors. e. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, and showers. f. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. g. Glazing in an individual fixed or operable panel, other than described in items e and f that meet all of the following conditions: I. Exposed area of an individual pane greater than 9 square feet. II. Exposed bottom edge less than 18 inches above the floor. III. Exposed top edge greater than 36 inches horizontally of the plane of the glazing. IV. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. h. Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in fill-lanels. i. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when all of the following conditions are present: I. The bottom edge of the glazing is less than 60 inches above the pool side of the glazing. II. The glazing is within 5 feet of a swimming pool or spa water's edge. j. Glazing in walls enclosing stairway landings or within 5 feet of the bottom and top of stair ways where the bottom edge of the glass is less than 60 inches above a walking surface.

11.

New plumbing fixtures shall be of water conservation type. type.

12.

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

The Contractor shall relocate drainage and sewer lines, water, gays, and other utility or electric service lines, piping, or 30. conduits and ventilation ducts in the way of new work, and see that all such services which are to be removed are correctly 13. capped or plugged and made gas and water tight according to the applicable requirements of the governing authorities or utility firms. Such services to remain in place shall be relocated or rerouted by contractor and this requirement applies to 14. both exposed and concealed services whether or not indicated on Drawings. 31. All finish materials shall be protected al all times against subsequent damage, until final acceptance by the building Owner. Cover and protect surfaces of rooms and spaces turned over for the work.. The existing facilities, contents, improvements on 15. 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 16. 32. be repaired to satisfaction of Architect & Owner or damaged items replaced by the Contractor at no cost to the owner. 17.

Address:

196 S. Oakland Dr. Pasadena, CA 91101 Specific Notes:

HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 33" AND 44" ABOVE THE FLOOR. 37.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 38.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.

All water closets shall be low flush and shower heads low flow

ALL BY 10" BY

DOORS EXCEPT AUTOMATIC AND SLIDING SHALL A WHEELCHAIR FOOTREST WITHOUT CREATING A HIGH SMOOTH PANEL SHALL BE INSTALLED ON A WHEELCHAIR FOOTREST WITHOUT CREATING A

HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE 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. 42. 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 43. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SINGS WITH MINIMUM 6" HEIGHT BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND AT ALL REQUIRED COMMON AREAS PER PLAN.

No.

Description

Date

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

2-HR AREA SEPARATION WALL WILL a. 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 1/2) (3) HOURS. c. DUCTS THROUGH AREA SEPARATION WALLS SHOULD BE AVOIDED, DUCT PENETRATIONS SHOULD BE PROTECTED AS REQUIRED IN 48. 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 49. GLAZING WHEN LESS THAN 60" ABOVE DRAIN.

SCHEMATIC DESIGN PHASE

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

51. 52.

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.

40. THE BOTTOM 10" OF DOOR TO BE OPENED DOORS ARE USED, A 41. DOOR TO BE OPENED

CHANGE IN LEVEL

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. 47. d. DUCT PENETRATING FIRE-RESISTIVE ELEMENTS OF FIRE - RATED CORRIDOR WALLS.

Face grain of plywood shall be perpendicular to supports.

Handrails shall satisfy the following: (1012). A. Provide continuous handrail for stairways with 4 or more risers. 10.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 - 1/4" inches nor more than 2 inches in cross sectional dimensions. E. Return handrail to new post or wall. F. Provide 42 inch high protective guardrails for decks, porches, balconies, and raised floors, (more than 30 inches above 50. grade for floor below) and open sides(s) of stair landings. G. Openings between balasters/rails shall be less than 4 inches.

Upon completion of the work, conduct an operating test. Demonstrate that all equipment is operating in a satisfactory 27. manner in accordance with the manufacturer's operating instructions.

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

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.

8. Where structural welding is required it shall be performed by certified welders under the supervision of a Special Inspector or in the shop of an approved fabricator. A Certificate of Fabrication form the Shop performing the welding or a report 9. from the Special Inspector must be furnished to the job Inspector prior to framing approval.

The Contractor must meet the following criteria in order for the job to be complete. Obtain final approval from the building inspector. Obtain an occupancy certificate and complete all items form the Architect's and Owner's substantially complete 26. punch list. The start date shall be agreed upon at the signing of the contract.

Each water closet stool should be located in a clear space not less than 30" in width and have a minimum clear space in front of the water closet stool of not less than 24". Note maximum 1.6 gallons/flush for all water closets. 34. 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. 35. 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 36.PROVIDE A PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.

39. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.

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)

7. Roof diaphragm nailing to be inspected before covering.

Any

The architectural Drawings show principal areas where work must be accomplished under this Contract. Incidental work may also be necessary to areas not shown on the Architectural Drawings due to changes affecting existing mechanical, electrical, 28. 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.

Doors that swing over a landing/porch require a landing not less than 44" in length of travel and not more than 1/2" below the threshold. Doors that do not swing over top step or landing may open on a landing or top step that is not 1/ " max... below floor level. more than 7 2

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

General Contractor shall install all items provided by Owner, including but not being limited to the Surface mounted light fixtures. 24. Where no specific detail is shown, the construction shall be similar to that indicated or noted for similar conditions. design which fails to be clear is is ambiguous must be referred to the Architect for interpretation or clarification. 25.

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

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

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: 23.

Project Title:

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] 32.

Each light of safety glazing materials installed in hazardous locations shall be identified by a permanent label that 5. specifies the labeler, and states that safety glazing materials has been utilized in such installations. The following shall be considered specific hazardous locations for the purpose of glazing:

At the completion of work each day, all debris shall be removed from the premises and all areas shall be left in a broom 22. clean condition.

Roofing materials shall have a minimum 3-year aged solar reflectance and thermal emittance or a minimum Reflectance Index (SRI) equal to or greater than the values specified in tables A4.106.5(1) on sheet CAL-5.

The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

Plastic electrical boxes are to be clearly identified as approved for 1-hour construction [710.2.1,710.3] 30. 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 31.a sill height not over 44" above the floor is required in all bedrooms below the fourth story and basement. [310.4]

3. Glu-Lam beams must be certified by A.I.T.C.

Contractor shall coordinate the work of all trades involved in the ceiling work to insure clearances for fixtures, ducts, piping, 20. ceiling suspension systems, etc.., necessary to maintain the finished ceiling heights indicated on the construction drawings.

40.

General Notes:

All plumbing penetration through walls which require protected openings (occupancy separation walls, area separation walls, 29.corridor walls, and walls to close to a real or imaginary property line) are required to be galvanized or cast iron piping.

2. Provide fire blocking in accordance with Chapter 78 in the following locations: a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. b. In concealed spaces of stud walls and partitions, including furred spaces, at 10-foot intervals along the length of the wall. c. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and covered ceilings. d. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the wall under the stairs is unfinished. e. In openings around vents, pipes, ducts, chimneys, fireplaces, and similar openings which afford a passage for fire at ceiling and floor levels, with non combustible materials.

All work shall be done to the highest standard of craftsmanship by journeymen of the respective trades. 18.

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

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 16. 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.

Per section 2512, provide green gypsum board when used as a base for tile or wall panels for tub, shower or water closet 28.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.

BUILDING DEPARTMENT NOTES:

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 + 1/4" , - 1/4" unless.

Removals: Carefully remove work to be salvaged or reinstalled and store under cover. saved for Owner's inspection. 19.

Comply with protection of adjoining property by giving a 30 day written notice (by certified mail) by attaching a letter to 27.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.

DO NOT SCALE PRINTS.

39.

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.

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.

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

38. 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.

Insurance required of Contractor shall comply with the following additional requirements: Contractor shall carry buildings risk "All Risk" insurance to cover the cost of this work. Architect shall be present with certificates of Contractor's insurance and 15. Owner's fire and extended coverage at the time of signing the Contract. Statutory Workers' Compensation including Employers Liability Coverage: Contractor shall maintain insurance to afford protection for all claims under the California Worker's Compensation Act on other employee benefit acts, and in addition shall maintain employers liability insurance for minimum limit of $1,000,000.00.

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.

Contract Close Out: Owners shall receive project information in an 8 - 1/2" x 11" binder format consisting of the following: A. Close-out Submittals: 1. Equipment Operation and Maintenance Data 2. Guarantees and Warranties for al materials and equipment furnished under the contract. 3. Maintenance instructions for all materials and equipment including architectural finishes, mechanical, electrical, and plumbing items. B. Instructions: 1. Instruct Owner's personnel in operation of all systems, mechanical, electrical, and other equipment.

37. DRAWINGS ARE DIAGRAMMATIC.

10. The General Contractor or shall provide lien releases for all labor and materials paid for prior to receiving the next installation payment. 11.

ELECTRICAL PANELS TO BE READILY ACCESSIBLE, WHERE THEY WILL NOT BE EXPOSED TO PHYSICAL DAMAGE AND NOT IN THE 24.VICINITY OF EASILY IGNITABLE MATERIALS SUCH AS IN CLOTHES CLOSETS.

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

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.

Califonia Polytechnic University

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

34. The Contractor shall perform no portion of the work at any time without Contract Documents or , where required, approved Shop Drawings, Product Data, or Samples for such portions of the work. All materials shall be premium grade quality throughout. No substitution of specified materials allowed without written consent from the Owner and Architect.

The General Contractor shall provide an approved portable sanitary rest room facility prior to commencing work. It shall be 7. 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.

18. PROVIDE A 12" X 12" TUB ACCESS, OR USED FIXED JOINT. 19. WATER CLOSETS TO USE MAXIMUM OF 1.28GAL./FLUSH. SEE CALGreen (CAL) sheets for details. 20. PROVIDE 50 SQ. IN. VENT TOP AND BOTTOM FOR EACH WATER HEATER. 21. 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 22. MEANS OF EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 1/20 OF THE FLOOR OF SUCH ROOMS WITH A MINIMUM OD 1.5 SQ. FT. OR A MECHANICAL VENTILATION SYSTEM WITH MINIMUM FIVE AIR CHANGES PER HOUR DIRECTLY TO OUTSIDE.

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

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

Clenel Williams K. Dickson

Drawing Title

Codes THE APPLICABLE CODE FOR THIS PROJECT IS BASED ON THE 2013 CALIFORNIA BUILDING CODE STANDARDS PART PART PART PART PART PART PART PART 2005

1 BUILDING STANDARDS ADMINISTRATIVE CODE 2 CALIFORNIA BUILDING CODE (2013) 3 CALIFORNIA ELECTRICAL CODE (2013) 4 CALIFORNIA MECHANICAL CODE (2013) 5 CALIFORNIA PLUMBING CODE (2013) 7 CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE 9 CALIFORNIA FIRE CODE (2013) 12 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA ENERGY CODES

CHAPTER 14.25 PASADENA MUNICIPAL CODE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS NATIONAL RECOGNIZED GOOD ENGINEERING PRACTICES

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

Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A0.3 Scale

1. 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.

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. WINDOWS ARE NOT ACCEPTABLE FOR RESCUE WINDOWS.

VENT TYPE

FIRE DEPARTMENT INSPECTIONS AREA REQUIRED. PHONE (909) 744-4668

ALL REFERENCES, DRAWINGS, NOTES, AND DETAILS REFERRING TO FIRE SPRINKLERS AND STANDPIPE SYSTEMS; FIRE DEPARTMENT ACCESS, FIRE HYDRANT AND UNDERGROUND SYSTEMS, FIRE ALARM AND REFRIGERANTS GAS DETECTION AND NOTIFICATIONS SYSTEMS, FIRE PUMPS AND EMERGENCY GENERATORS; ABOVE OR BELOW GROUND STORAGE TANKS, PIPING AND CONTROL VALVES, ETC. WITHIN THESE DRAWINGS ARE NOT APPROVED BY THE PASADENA FIRE DEPARTMENT AND SHALL NOT BE INSTALLED UNTIL SEPARATE SUBMITTALS HAVE BEEN REVIEWED AND APPROVED BY THE PASADENA FIRE DEPARTMENT.

PROVIDE 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. II.

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. 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.

11.

13.

NUMERALS SHALL BE

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.

12.

PROVIDE 12-INCH, MINIMUM, ADDRESS NUMERALS ON THE STREET ADDRESS SIDE OF THE BUILDING(S). ADDRESS NUMERALS 9. 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.

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.

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.

PROVIDE A FIRE FLOW TEST REPORT, PERFORMED BY THE CITY OF PASADENA WATER DEPARTMENT.

ALL BUILDING SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING BASED UPON THE 11. 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.

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.

14.

15.

16. 17. 18.

19.

20.

21.

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.

22.

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)

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

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. EXIT SIGNAGE TO BE LISTED WEATHERPROOF (EXCEPTION: DWELLING).

ALL

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

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.

a. FIRE DEPARTMENT ACCESS REQUIREMENTS - 14.25.020 DEFINITIONS.

27.

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)

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.

27.1

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

c.2

27.4

No.

Description

Date

-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.

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

27.3

196 S. Oakland Dr. Pasadena, CA 91101 Specific Notes:

PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLIES.

26.

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

Address:

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

25.

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:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

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

PROVIDE REMOTE LED ANNUNCIATOR(S) AND REMOTE TEST STATION FOR EACH DUCT DETECTOR LOCATED ABOVE THE CEILING AND BELOW THE ROOF. NFPA 72-11.6.4

27.2

Project Title:

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.

24.

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 10. 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

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.

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

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.

General Notes:

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).

23.

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.

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.

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.

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 4-INCH, MINIMUM, ADDRESS NUMERALS ON EACH SUITE(S) OR UNIT(S) FRONT AND REAR DOORS. 10. A COLOR CONTRASTING TO THE BACKGROUND.

Califonia Polytechnic University

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

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.

LOCATION OF EXHAUST DUCT FROM PROPERTY LINE AND OPENING INTO THE BUILDING SHALL BE PER CFC SEC. 4502.5.5 AND 8. CMC SEC. 506.9.1.

Clenel Williams K. Dickson

SCHEDULE ALL INSPECTIONS 72 HOURS IN ADVANCE.

PROVIDED "MEANS OF EGRESS EXIT ILLUMINATION" THROUGHOUT ALL AREAS OF THE BUILDING INCLUDING OFFICES; MECHANICAL, 7. 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].

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:

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.

6.1 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.

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)

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.

FIRE DEPARTMENT NOTES:

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.

SCHEMATIC DESIGN PHASE

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

Drawing Title

Codes

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.

Originator

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.

Size

CW 04/08/2015 24 x 36

Date

Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A0.4 Scale

O Clenel Williams K. Dickson

Califonia Polytechnic University

A3.2 2

153' - 0" General Notes: 6' - 0"

26' - 0"

29' - 11 1/2"

30' - 0"

49' - 9 1/2"

PROPERTY LINE

W.P.

14' - 6" PROPERTY LINE

18' - 0"

ELECTRICAL VAULT 18' - 0"

14' - 6"

15' - 6"

ACCESS HATCH ABOVE

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

B 03

9' - 0"

PROPERTY LINE

21' - 0" 3' - 0"

3' - 0" 13

25' - 2 1/2"

34' - 2 1/2"

Address:

196 S. Oakland Dr. Pasadena, CA 91101 14

Specific Notes:

5 1 24' - 7"

A4.1

ELEV. -10'-0"

25 26

2 10% SLOPE RAMP

SUMP PUMP

STAIR NO. 1

STRORAGE ROOM

1A8.1 ---

A3.1

7' - 9"

30' - 0"

36' - 0"

91' - 0"

119' - 0"

A3.1

23 24

8' - 6"

21 22

105' - 6"

No.

Description

Date

MECHANICAL ROOM

19 PROPERTY LINE

LAUNDRY ROOM 7' - 4"

26' - 9 1/2"

PROPERTY LINE

ELEV.

15' - 5 1/2"

20% SLOPE RAMP

7' - 9"

20 TRASH AREA

9 E 13' - 1"

10% SLOPE RAMP LI ERTY PROP

SCHEMATIC DESIGN PHASE

5% SLOPE TRANSITION 1

Drawing Title

PROPERTY LINE 2

A3.2

ELEV. +0'-0"

Parking Plan

A4.1

26' - 0"

18' - 6"

16' - 3"

6' - 9"

11' - 1 1/2"

7' - 4 1/2"

13' - 0"

50' - 3 1/2"

Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

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

16'

A2.1

32' Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

A3.2 2

148' - 7"

130' - 11 1/2" 28' - 0" 9' - 5"

7' - 6"

24' - 5 1/2"

28' - 0"

3' - 6 1/2"

8' - 2 1/2"

7' - 6"

24' - 5 1/2"

28' - 0"

3' - 6 1/2"

7' - 6"

24' - 5 1/2"

General Notes:

28' - 0"

3' - 6 1/2"

24' - 5 1/2"

3' - 6 1/2"

6' - 5"

W.P.

Project Title:

DINNING AREA

LIVING ROOM

DINNING AREA

LIVING ROOM

DINNING AREA

16' - 0 1/2" 1

BATHROOM

DINNING ROOM

BEDROOM

1' - 9 1/2"

KITCHEN

BATHROOM

DINNING ROOM

BEDROOM

LIVING ROOM

A4.1

KICTHEN

KITCHEN

BATHROOM

DINNING ROOM

BEDROOM

LIVING ROOM

KITCHEN

Address:

DINNING ROOM

BEDROOM

LIVING ROOM

196 S. Oakland Dr. Pasadena, CA 91101

50' - 3"

7' - 5 1/2" 10' - 6"

BATHROOM

KICTHEN

25' - 11 1/2"

KICTHEN

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

16' - 3 1/2"

LIVING ROOM

DINNING AREA

Specific Notes:

LIVING ROOM

UP BEDROOM

BEDROOM

A3.1

ADA PATH OF TRAVEL

1 A4.2 24' - 0"

2 A4.2

10' - 3"

101' - 5 1/2"

4' - 0"

BEDROOM

---

A3.1

No.

9' - 9"

14' - 4 1/2"

Description

Date

MEETING ROOM

7' - 0" 3' - 0"

BATHROOM

CLOSET

LOBBY

5' - 2 1/2"

9' - 9"

BREAKROOM

5' - 2"

BATHROOM 15' - 4 1/2"

34' - 7"

34' - 11"

ELEV.

14' - 0"

28' - 0"

10' - 3 1/2"

21' - 9"

35' - 8 1/2"

103' - 6"

SCHEMATIC DESIGN PHASE Drawing Title

1 2 A3.2

Floor Plan 01

A4.1

Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job

Revision Number

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

Drawn by

16'

32'

Checked by

A2.2 Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

A3.2 2

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

148' - 7 1/2" W.P.

6' - 2"

3' - 3"

13' - 0"

11' - 6"

3' - 6"

7' - 6"

13' - 0"

11' - 6"

3' - 6"

7' - 6"

13' - 0"

11' - 6"

3' - 6"

7' - 6"

13' - 0"

11' - 6"

3' - 6"

4' - 9"

Project Title:

3 OPEN TO BELOW

BEDROOM

7' - 2 1/2" 1

BATHROOM

OFFICE SPACE

KITCHEN

BEDROOM

BATHROOM

OFFICE SPACE

KITCHEN

OFFICE SPACE

Address: 50' - 4"

KITCHEN

LIVING ROOM

OPEN TO BELOW

196 S. Oakland Dr. Pasadena, CA 91101

LIVING ROOM

OPEN TO BELOW

17' - 6 1/2"

LIVING ROOM

22' - 11 1/2"

BATHROOM

OFFICE SPACE

BEDROOM

20' - 6"

BATHROOM KITCHEN

OPEN TO BELOW

Specific Notes:

A4.1 DINNING AREA

DINNING AREA

3' - 9"

4' - 3"

BEDROOM

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

16' - 4"

OPEN TO BELOW

8' - 6"

OPEN TO BELOW

1 A4.2 --1

A3.1

2 A4.2

14' - 4 1/2"

No.

DN OPEN TO BELOW

Description

Date

OFFICE ELEVATOR

34' - 8"

OPEN TO BELOW

15' - 4 1/2"

OFFICE

WORK SPACE

OFFICE 4' - 11"

35' - 9"

3' - 9"

24' - 3"

11' - 6"

3' - 11"

20' - 1"

4' - 3"

103' - 6 1/2"

SCHEMATIC DESIGN PHASE 1

Drawing Title

Floor Plan 02

A3.2 2 A4.1 Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

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

001 001 00 CW Checker

Job Revision Number

16'

32'

Drawn by Checked by

A2.3 Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

6 A3.2 2

148' - 7 1/2"

6' - 7 1/2"

2' - 9"

13' - 0"

11' - 6"

3' - 6"

7' - 6"

13' - 0"

11' - 6"

3' - 6"

7' - 6"

General Notes:

13' - 0"

11' - 6"

3' - 6"

7' - 6"

13' - 0"

11' - 6"

3' - 6"

4' - 7"

6' - 0 1/2"

W.P.

2' - 6"

Project Title:

2' - 6"

BEDROOM

BATHROOM

OFFICE SPACE

BEDROOM

BATHROOM

OFFICE SPACE

BATHROOM

BEDROOM

BATHROOM OFFICE SPACE

BATHROOM

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

BATHROOM

46' - 7"

10' - 3"

BEDROOM

5' - 6"

BEDROOM

16' - 4"

10' - 10 1/2"

Address:

196 S. Oakland Dr. Pasadena, CA 91101

12' - 6"

BEDROOM

OPEN TO BELOW

BEDROOM

OPEN TO BELOW

BEDROOM Specific Notes:

OPEN TO BELOW

A4.1

BALCONY

4' - 3"

BALCONY

8' - 0"

A3.1

2 1 A4.2 --1

A3.1

2 A4.2

7 DN

No.

Description

Date

ELEV.

ROOF GARDEN

5' - 2"

36' - 0"

4' - 1"

SCHEMATIC DESIGN PHASE 1 Drawing Title

A3.2

Floor Plan 03 2 A4.1 Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

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

001 001 00 CW Checker

Job Revision Number

16'

32'

Drawn by Checked by

A2.4 Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

A3.2 2

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

142' - 0" 2' - 6"

25' - 0"

3' - 6"

7' - 0"

25' - 0"

3' - 6"

7' - 0"

25' - 0"

3' - 6"

7' - 0"

25' - 0"

3' - 6"

4' - 6"

Project Title:

3 16' - 1 1/2"

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

4 2% SLOPE

2% SLOPE

18' - 6"

2%SLOPE SLOPE 2%

50' - 4 1/2"

Address: 2%SLOPE SLOPE 2%

196 S. Oakland Dr. Pasadena, CA 91101 Specific Notes:

5 8' - 0"

A3.1

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

A4.1

2 1 A4.2

A3.1

2% SLOPE

35' - 0"

2% SLOPE

Description

Date

30' - 2"

No.

9 36' - 0"

27' - 6"

36' - 0"

4' - 0"

103' - 6"

SCHEMATIC DESIGN PHASE 1

Drawing Title

Roof Plan

A3.2 2 A4.1 Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

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

001 001 00 CW Checker

Job Revision Number

16'

32'

Drawn by Checked by

A2.5 Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes:

28' - 6" 13' - 6"

7' - 0" 15' - 0"

28' - 6" 13' - 6"

7' - 0"

28' - 6"

15' - 0"

7' - 0"

13' - 6"

28' - 6"

15' - 0"

13' - 6"

4' - 6" 15' - 0"

2 X 12 WOOD JOIST

Roof Plan 27' - 0"

PREFORATED STEEL SHEET OFFICE

2 X 6 WOOD STUD

OFFICE

BALCONY

OFFICE

BALCONY

OFFICE

BALCONY

Project Title:

BALCONY

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

Level 3 18' - 0" LIVING AREA

LIVING AREA

OFFICE

LIVING AREA

OFFICE

LIVING AREA

OFFICE

Level 2 9' - 0"

4 LIVING AREA

LIVING AREA

CONCRETE BEDROOM

LIVING AREA

BEDROOM

LIVING AREA

BEDROOM

Address:

BEDROOM

196 S. Oakland Dr. Pasadena, CA 91101

Level 1 0' - 0"

PARKING

THICKENED EDGE

PARKING

Specific Notes:

PARKING

Parking -10' - 0"

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

16'

32'

7 No. 2--A4.2 31' - 3 1/2" 14' - 1"

Description

Date

1--A4.2 46' - 6"

17' - 2 1/2"

12' - 3"

12' - 6"

2 X 12 WOOD JOIST 5' - 6"

5' - 6"

10' - 9"

CEMENT PLASTER

2 X 6 WOOD STUD

Roof Plan 27' - 0"

2 X 12 JOIST

BEDROOM

Level B 20' - 0"

BATH

BEDROOM GYPSUM BOARD

PERFORATES STEEL SHEET

Level 3 18' - 0"

OFFICE AREA

BATH

BEDROOM

CEMENT PLASTER

Level 2 9' - 0"

2 X 6 WOOD JOIST LOBBY

LIVING AREA

KITCHEN LIVING AREA

SCHEMATIC DESIGN PHASE

Level 1 0' - 0"

10 PARKING

PARKING

Drawing Title

Sections

PARKING

Parking -10' - 0"

Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by

Checked by

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

16'

A4.1

32' Scale

1/8" = 1'-0"

ANCHOR PLATE 2X6

O Clenel Williams K. Dickson

CEMENT PLASTER PLYWOOD

CANT STRIP INSULATION 1' - 5"

G 10 A9.1

GYPSUM BOARD PLYWOOD WATER PROOFING

PLYWOOD RIGID INSULATION AIR SPACE

GRAVEL BUILT UP ROOF

TOP PLATE END JOIST

Califonia Polytechnic University

2' - 0"

1' - 1"

Roof Level 36' - 0" HEAD CAP

WATER PROOFING 2 X 12 JOIST

GYPSUM BOARD 1/2" PLYWOOD INSULATION

STEEL BOLT

HEADER

STEEL BEAM

BATT INSULATION PLYWOOD

13 A9.1 General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, a re propriatary and cannot be copied, duplicated or exp loited in whole or in part, without writen premission of C lenel Williams. These are available for limited review an d evaluation by the client consultants, contractors, government agencies, vendors and office personnel o nly in accordance with this notice.

PLYWOOD CEMENT PLASTER

STEEL BASE PLATE

GYPSUM BOARD

WATERPROOFING MEBRANE MOISTURE RETENTION MAT

EXPANSION JOINT

3" DRAINAGE MAT CANT STRIP

PLYWOOD END JOIST

3' - 9 1/2"

PERFORATED STEEL SHEET

Project Title:

SUBSTRATE SOIL

CEMENT PLASTER

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

STEEL BOLT

Level B 20' - 0" COMPOSITE DECKING

OPEN WEB JOIST

TEMPERD GLASS MULLION

INTERIOR

1' - 2"

2 X 12 JOIST

PLYWOOD

BATT INSULATION

2' - 6 1/2"

38' - 5"

Specific Notes:

PERFORATED STEEL SHEET

GYPSUM BOARD PLYWOOD BATT INSULTION

EXTERIOR

STEEL BASE PLATE FLASING STEEL BOLT STEEL BEAM

2 X 12 JOIST

Level 1 9' - 0"

7 A9.1

CEMENT PLASTER

PLYWOOD

12 A9.1

WINDOW CASING

GYPSUM BOARD

196 S. Oakland Dr. Pasadena, CA 91101

WIDE FLANGE

9' - 2"

6 A9.1

WOOD FLOORING PLYWOOD NAILER

Address:

METAL SLAB CLOSURE 28' - 6 1/2"

MOLDING END JOIST

3" CONCRETE FILL

17' - 1"

15' - 10"

INTERIOR

TEMPERED GLASS

MULLION

No. TEMPERED GLASS

TEMPERED GLASS WINDOW SILL

Description

Date

10' - 8"

8 A9.1

8' - 9 1/2"

Level A 10' - 0"

3' - 10 1/2"

MULLION GYPSUM BOARD

PLYWOOD WATER PROOFING 1' CONCRETE SLAB

---

12" CONCRETE SLAB WELDED WIRE MESH

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

Level 0 0' - 0"

SILL PLATE FLASHING

ANCHOR BOLT

1' - 1 1/2"

9 A9.1

3' - 1"

PLYWOOD BATT INSULATION PLYWOOD CONCRETE PLASTER J BOLT

DROP CAP WOOD FLOORING

NO.3 REBAR

SCHEMATIC DESIGN PHASE

CONCRETE COLUMN

Drawing Title

9' - 0"

Key Wall Sections

Parking Level -10' - 0"

SAND

CONCRET FOOTING

EARTH

GRAVEL

Date

NO.3 REBAR

Size

001 001 00 CW Checker

Drawing Number

SAND GRAVEL

CW 04/08/2015 24 x 36

Originator

9' - 0"

6" CONCRETE SLAB EXPANSION JOINT 6" CONCRETE SLAB NO. 3 REBAR

Parking -10' - 0"

Job Revision Number Drawn by

EARTH

Checked by

A4.2 Scale 0'

3/4" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

24' - 11 1/2" 13' - 5 1/2"

11' - 6"

C 100.1

General Notes:

10' - 6"

C LIVING ROOM A 103

1 A5.3

Project Title:

3 DINING AREA A 101

KITCHEN A 102

3' - 0"

Address: GFI

5' - 9 1/2"

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

196 S. Oakland Dr. Pasadena, CA 91101 GFI

GFI

Specific Notes:

5' - 6"

HALLWAY 107

2' - 0"

46' - 6 1/2"

101.1

BATHROOM 104

A 7 10' - 6"

BEDROOM 01 105

Description

Date

101.2

No.

8 1' - 9 1/2"

101.3 102.1

103.1

10' - 6 1/2"

BEDROOM 02 106

SCHEMATIC DESIGN PHASE Drawing Title

ENLARGED FLOOR PLAN

Originator

CW 04/08/2015 24 x 36

Date 13' - 6"

Size Drawing Number

001 001 00 CW Checker

Job 1 A5.4

Revision Number Drawn by Checked by

A5.1

TYPICAL UNIT A 1 3/8" = 1'-0" Scale

3/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

24' - 11 1/2" 13' - 5 1/2"

11' - 6" 3' - 8"

3' - 8"

2' - 7"

General Notes:

100.1

WALL-1

GLASS-1

DINING AREA A 101

16' - 3 1/2"

LIVING AREA A 103 2

A6.1

KITCHEN A 102

MECHANICAL SHAFT

Address:

CASE-3 3' - 5 1/2"

GFI

SINK-1

0' - 10"

2' - 7 1/2"

3' - 6"

4' - 3"

1' - 1"

11' - 9"

WALL-1

101.1

KITCHEN/ DINING/ LIVING - ENLARGED FLOOR PLAN 1/2" = 1'-0"

9' - 6" 2' - 2"

HALLWAY

20' - 6"

106

WINDOW-1

A6.2

WALL-1 4' - 3"

BEDROOM 01 105

9' - 6" 1' - 3"

1' - 3"

2' - 6"

1' - 9"

10' - 6"

DOOR-1

2' - 5"

101.2

SINK-2 MECHANICAL SHAFT

WALL-2 CASE-3

1' - 3"

101.1

102.1 103.1

101.3

1' - 9 1/2"

2' - 0"

TUB-1

1' - 3"

A6.1

0' - 11"

2' - 2"

DOOR-2

101.2

BATH 104

5' - 6" 7' - 5 1/2"

6' - 3"

1' - 7" WALL-1

1' - 7 1/2"

A6.2

12' - 3 1/2"

8' - 4"

2' - 9"

KEY VALUE

KEYNOTE TEXT

APP-1 APP-2 CASE-1 CASE-2 CASE-3 CNTR-1 DOOR-1 DOOR-2 DOOR-3 GAS-1 GLASS-1 GLASS-2 GYP-1 MIRR-1 MULL-1 SINK-1 SINK-2 THERM-1 TILE-1 TILE-2 TUB-1 VENT-1 WALL-1 WALL-2 WC-1 WC-2 WIND-1 WIND-2

STANINLESS STEEL APPLIANCE MOUNTED MICROWAVE DARK STAINES WOOD CASEWORK PAINTED WOOD CASEWORK WOOD SHELVES GRANITE COUNTERTOP 36" X 84" WOOD FRAMED DOOR 48" X 84" SLIDING DOOR 30" X 84" WOOD FRAMED DOOR GAS BURNER GLASS WINDOW PANE FROSTED GLASS WONDOW PANE 5/8" GYPSUM WALL BOARD W PAINT WALL MOUNTED MIRROW ALUMINUM MULLION KITCHEN SINK BATHROOM SINK THERMOSTAT FULL HEIGHT SHOWER TILE TILED BACKSPLASH SUNKEN TUB VENT REGISTER 6" WALL 5" WALL HIGH EFFIECENCY TOILET TOWEL RACK 48" X 48" WONDOW 24" X 24" WINDOW

GFI

7' - 7"

9' - 9"

Specific Notes:

REF.

2' - 11"

3' - 6"

2' - 6 1/2"

APP-2

GFI

196 S. Oakland Dr. Pasadena, CA 91101

APP-1

6' - 0 1/2"

5' - 9 1/2"

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

Project Title:

16' - 6 1/2"

13' - 11 1/2"

10' - 6"

DOOR

4' - 9"

No.

Description

SCHEMATIC DESIGN PHASE Drawing Title

ENLARGED PLANS Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number

BATHROOM- ENLARGED FLOOR PLAN 1/2" = 1'-0"

BEDROM 01- ENLARGED FLOORPLAN 1/2" = 1'-0"

Drawn by

HALLWAY-ENLARGED PLAN 1/2" = 1'-0"

Date

Checked by

A5.2 0'

Scale

1/2" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

1 A5.4

1' - 0"

Address:

196 S. Oakland Dr. Pasadena, CA 91101 Specific Notes:

18' - 0"

1' - 0"

17' - 0"

9' - 0"

8' - 0"

No.

DINNING ROOM

Description

Date

LIVING ROOM

SCHEMATIC DESIGN PHASE

ENLARGED PLANS-SECTION 02 1 1/2" = 1'-0"

Drawing Title

ENLARGED PLANS SECTION Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A5.3 Scale

1/2" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

1 A5.3

4 Address: 1' - 0"

196 S. Oakland Dr. Pasadena, CA 91101 Specific Notes:

1' - 0"

17' - 0"

8' - 0"

No.

BEDROOM 02

BEDROOM 01

BATHROOM

Description

Date

LIVING ROOM

SCHEMATIC DESIGN PHASE Drawing Title

10 1

ENLARGED PLANS SECTION

ENLARGED PLANS- SECTION 01 1/2" = 1'-0"

Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A5.4 Scale

1/2" = 1'-0"

---

A5.3

---

A5.4

O Clenel Williams K. Dickson Califonia Polytechnic University

15' - 6 1/2" 8' - 0"

4' - 6 1/2"

3' - 0"

12' - 6" 5' - 0"

4' - 3"

3' - 3"

3' - 8"

GYP-1

General Notes:

8' - 0"

2 GYP-1

VENT-1 4' - 4"

GLASS-1 MULL-1

Project Title: 2' - 0"

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

9' - 0"

Address:

3' - 0"

4' - 0"

3' - 0"

OPEN TO BEYOND

2' - 0"

9' - 0"

2' - 0"

GYP-1

17' - 0"

CASE-3

196 S. Oakland Dr. Pasadena, CA 91101

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

0' - 4"

8' - 0 1/2"

0' - 6"

0' - 10"

5' - 6 1/2"

5' - 0"

3' - 0"

5' - 0"

3' - 5 1/2"

6' - 1"

12' - 9" Specific Notes:

5 1

A-103 LIVING ROOM-N 3/8" = 1'-0"

A-103-LIVING ROOM-W 3/8" = 1'-0"

A-103-LIVING ROOM-S 3/8" = 1'-0"

KEY VALUE

KEYNOTE TEXT

APP-1 APP-2 CASE-1 CASE-2 CASE-3 CNTR-1 DOOR-1 DOOR-2 DOOR-3 GAS-1 GLASS-1 GLASS-2 GYP-1 MIRR-1 MULL-1 SINK-1 SINK-2 THERM-1 TILE-1 TILE-2 TUB-1 VENT-1 WALL-1 WALL-2 WC-1 WC-2 WIND-1 WIND-2

15' - 9 1/2" 4' - 8"

7' - 3 1/2"

1' - 6"

14' - 5 1/2"

GYP-1

2' - 0"

3' - 8"

3' - 5 1/2"

7' - 11 1/2"

A-102-KITCHEN-N 4 3/8" = 1'-0"

1' - 3" 0' - 10" 1' - 4"

CNTR-1

A5.4

A-102-KITCHEN-S 3/8" = 1'-0"

1' - 6"

1' - 9"

GYP-1

2' - 0"

1' - 1"

6' - 11 1/2"

7' - 6"

1' - 11"

OPEN TO BEYOND

2' - 2"

A-102-KITCHEN-E 5 3/8" = 1'-0"

6' - 11 1/2" 3' - 5 1/2"

3' - 6"

3' - 10"

TILE-2 SINK-1

9' - 0" 1' - 7"

1' - 4"

3' - 0"

3' - 0" 1' - 0" 3' - 8"

1' - 3"

GYP-1 4' - 2"

3' - 0"

0' - 2 1/2"

8' - 0"

2' - 5" GLASS-1 MULL-1

1' - 4"

CASE-1

1' - 0"

DOOR-1

1' - 10"

2' - 0"

3' - 0"

CASE-1

2' - 0"

2' - 2 1/2"

1' - 10"

1' - 0"

2' - 4"

0' 1' 2'

TILE-1 MIRR-1

GYP-1

GLASS-2 CASE-3

1' - 3" 1' - 3 1/2"

A-104-BATHROOM-N 3/8" = 1'-0"

2' - 0"

5' - 6" 8' - 0" CNTR-1 WC-1 TUB-1

2' - 0"

2' - 4"

1' - 3"

2' - 6"

11 A-104-BATHROOM-E 3/8" = 1'-0"

TUB-1

2' - 5 1/2"

6' - 5"

A-104-BATHROOM-S 3/8" = 1'-0"

A-104-BATHROOM-W 3/8" = 1'-0"

2' - 6"

4' - 0"

2' - 6"

WC-1

CASE-2

TILE-2

2' - 0"

CASE-2 CNTR-1

CNTR-1

WC-2

6' - 9"

4' - 4 1/2"

1' - 3 1/2"

2' - 7"

8' - 0" 4' - 5"

DOOR-1

No.

Description

Date

SCHEMATIC DESIGN PHASE Drawing Title

INTERIOR ELEVATIONS Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A6.1 Scale

3/8" = 1'-0"

O Clenel Williams K. Dickson

5' - 0"

3' - 6"

2' - 0"

4' - 6"

Califonia Polytechnic University

2' - 0" 4' - 7"

4' - 5"

2' - 0"

1' - 6"

2' - 0"

3' - 6"

1 A5.4

1' - 6"

6' - 6"

1 A5.4

1' - 6"

General Notes: DOOR-1

8' - 0"

GYP-1

6' - 0"

8' - 0"

GYP-1

3' - 0"

6' - 0"

GLASS-1

8' - 0"

DOOR-2 GYP-1

0' - 9 1/2"

3' - 8 1/2"

5' - 3"

1' - 3"

4' - 4 1/2"

4' - 9"

1' - 0"

3' - 11"

1' - 0"

1' - 0" 5' - 5"

1' - 0"

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

4' - 7 1/2"

10' - 0"

A-105-BEDROOM 01-E 3/8" = 1'-0"

A-105-BEDROOM 01-N 3/8" = 1'-0"

A-105-BEDROOM 01-W 3/8" = 1'-0"

A-105-BEDROOM-S 3/8" = 1'-0"

4 Address:

196 S. Oakland Dr. Pasadena, CA 91101

---

--20' - 3"

20' - 3" 9' - 2"

5' - 8"

4' - 10"

Specific Notes: 4' - 4"

3' - 6"

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

3' - 6"

1' - 11"

0' 1' 2'

DOOR-1

1' - 0"

4' - 0"

8' - 0"

0' - 11"0' - 11"

6 5

0' - 9"

A-106-HALLWAY-E 3/8" = 1'-0"

A-106-HALLWAY-W 3/8" = 1'-0"

GYP-1

DOOR-1

8' - 0"

GYP.1

KEY VALUE

KEYNOTE TEXT

APP-1 APP-2 CASE-1 CASE-2 CASE-3 CNTR-1 DOOR-1 DOOR-2 DOOR-3 GAS-1 GLASS-1 GLASS-2 GYP-1 MIRR-1 MULL-1 SINK-1 SINK-2 THERM-1 TILE-1 TILE-2 TUB-1 VENT-1 WALL-1 WALL-2 WC-1 WC-2 WIND-1 WIND-2

No.

Description

Date

SCHEMATIC DESIGN PHASE Drawing Title

INTERIOR ELEVATIONS Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A6.2 Scale

3/8" = 1'-0"

O Clenel Williams K. Dickson

BLOW UPUNIT DOOR SCHEDULE DOOR # 100.1 101.1 101.2 101.3 102.1 103.1

ROOM FROM EXTERIOR HALLWAY HALLWAY HALLWAY BEDROOM 01 BEDROOM 02

SEE SCHEDULE

DOOR TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH THRESHOLD FRAME MATERIAL FRAME FINISH REMARKS PAINT WOOD PAINT ALUMINUM WOOD 7'-3" 0'-2" A 3'-6" STAIN WOOD STAIN WOOD 0'-2" 7'-3" 3'-0" B WOOD STAIN STAIN 7'-3" 0'-2" WOOD 3'-0" B WOOD STAIN 0'-2" WOOD STAIN 7'-3" B 3'-0" PAINT WOOD WOOD PAINT 0'-2" C 4'-6" 7'-3" PAINT PAINT WOOD WOOD 4'-6" 7'-3" 0'-2" C NOTES:

SEE SCHEDULE

ROOM TO ENTRY BATHROOM BEDROOM 01 BEDROOM 02 CLOSET CLOSET

SEE SCHEDULE

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

TYPE A

TYPE B

EXTERIOR DOOR

INTERIOR DOOR

TYPE C

Address:

196 S. Oakland Dr. Pasadena, CA 91101

CLOSET DOOR

DOOR TYPES 1/4" = 1'-0" 0'

16' Specific Notes:

BLOW UP UNIT WINDOW SCHEDULE 6

NO.

ROOM

100.1 101.1 101.2 101.3 102.1

DINING ROOM LIVING ROOM BATHROOM BEDROOM 01 BEDROOM 02

TYPE WINDOW WIDTH SILL HEIGHT HEADER HEIGHT OPERATION MATERIAL FINISH GLASS C C B A A

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

10'-0" 10'-0" 2'-3" 4'-5" 4'-5"

9'-0" 9'-0" 9'-0" 7'-0" 7'-0"

FIXED FIXED AWNING AWNING AWNING

WOOD WOOD WOOD WOOD WOOD

PAINT PAINT PAINT PAINT PAINT

REMARKS

CLEAR CLEAR FROSTED CLEAR CLEAR

SEE SCHEDULE

TYPE A CASEMENT

SEE SCHEDULE

TYPE B AWNING

FIXED

WINDOW TYPES 1/4" = 1'-0" 2'

16'

SCHEMATIC DESIGN PHASE Drawing Title

SCHEDULES Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

Date

TYPE C

Description

NOTES:

SEE SCHEDULE

No. SEE SCHEDULE

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A6.3 Scale

1/4" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

24' - 5 1/2" 13' - 2 1/2"

11' - 3"

CO2 SENSOR

Project Title:

SMOKE DETECTOR WALL MOUNTED FIXTURE

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

WATERPROOF RECESSED CEILING FIXTURE

RECESSED CEILING FIXTURE

PENDANT FIXTURE

10' - 6"

DINNING AREA

SWITCH DIMMER

DUPLEX OUTLET LIVING AREA

B GFI

WATERPROOF OUTLET GFI OUTLET

VANCANCY SENSOR

250 CFM

5' - 9 1/2"

AIR HANDLER

A S

KITCHEN

ETHERNET / TELEPHONE GARBAGE DISPOSAL EXHAUST FAN

Address:

196 S. Oakland Dr. Pasadena, CA 91101

CABLE

GFI

2 HR RATED SHAFT CONNECTING TO ROOF CONDENSOR

THERMOSTAT ELECTRICAL / MECHANICAL SYMBOLS

SCALE N/A

Specific Notes:

S E 5' - 6"

22" X 8" SUPPLY DUCT

D A 2' - 0"

8" X 10" SUPPLY DIXT BATHROOM

T F

BEDROOM 1

10' - 6"

46' - 6 1/2"

75 CFM

4 " X 10" SUPPLY DUCT D

G .

120 CFM

7 1' - 9 1/2"

Description

Date

No. .

135 CFM

10' - 6 1/2"

BEDROOM 2

REFLECTED CEILING 13' - 0"PLAN 1/4" = 1'-0" 0'

16'

GENERAL NOTES SCHEMATIC DESIGN PHASE

Drawing Title

REFLECTED CEILING PLAN Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A7.1 Scale

1/4" = 1'-0"

O Clenel Williams K. Dickson

1 2' - 0"

0' - 9"

Califonia Polytechnic University

4' - 6"

9' - 9"

General Notes:

Project Title:

3 2

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

2' - 6"

A8.2

1' - 1 1/2"

1' - 0"

18' - 10 1/2" 11' - 10 1/2"

4' - 4 1/2"

2' - 0"

Address:

196 S. Oakland Dr. Pasadena, CA 91101

Specific Notes:

17' - 2 1/2"

5 A9.1

2' - 0"

1' - 0"

2' - 6"

7 TREADS @ 11" 8 RISERS @ 7"

3' - 7"

9' - 0"

10' - 0"

10 RISERS @ 7"

4' - 6"

9 TREADS @ 11"

3' - 7"

A8.2

10' - 0"

OTTIS HYDRAULIC 2500 LB ELEVATOR 6'-5" X 4'-5" X 7'-9"

No.

4' - 6"

CLR.

6' - 9"

8' - 3"

7 Description

Date

ELEVATOR

2' - 6"

8 5' - 9"

2' - 0"

1' - 0"

7' - 9" CLR.

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

16'

10' - 0"

SCHEMATIC DESIGN PHASE Drawing Title

10 7' - 0"

VERTICAL CIRCULATION Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

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

A8.1

16' Scale

1/2" = 1'-0"

A8.2

O Clenel Williams K. Dickson

1 1' - 4"

1' - 4"

Califonia Polytechnic University

9' - 9 1/2"

8' - 8"

General Notes:

Project Title:

3' - 0"

13' - 1"

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

4 Address:

196 S. Oakland Dr. Pasadena, CA 91101

40' - 4"

10' - 0"

10' 0"

Specific Notes:

40' - 0"

10' - 0"

2 A9.1

10' - 0"

7 Description

Date

10' - 0"

No. 1 A9.1

10' - 0"

5' - 6 1/2"

9' - 0"

10' - 0"

SCHEMATIC DESIGN PHASE

4 A9.1

Drawing Title

VERTICAL CIRCULATION Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

3 A9.1

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A8.2 STAIR SECTION 01 1 1/2" = 1'-0"

STAIR SECTION 02 2 1/2" = 1'-0"

Scale

1/2" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

2X6 PERFORATED STEEL SHEET

ROOF FLASHING CEMENT PLASTER PLYWOOD

CEMENT PLASTER

0' - 11"

2" CONCRETE FILL STEEL DECKING

1' - 1"

LANDING CHANNEL

STUD WALL

PLYWOOD

1" STEEL NOSING CAP

FLASHING

L ANGLED BOLTED CONNECTION

STEEL BOLT STAIR TREAD

DOUBLE GLAZED GLASS PANE

GUSSET PLATE ANGLED FLANGE

1/2" SS HANDRAIL STEEL CHANNEL STRINGER

General Notes: STEEL BOLT 0'0' - 2" - 1 1/2"

STEEL BASE PLATE BOLTED MULLION WATERPROOFING END JOIST

STEEL BOLT

SUBSTRATE SOIL 5" SUBSTRATE SOIL 3" DRAINAGE MAT MOSITURE RETENTION MAT RIGID INSULATION ROOT STOP MEMBRANE DRAINAGE MAT

3 STEEL L BOLT PLATE EXPANSION BOLT

CONTINUOUS CANT STRIP

MOLDING NAILER

PLYWOOD CEMENT PLASTER

CONCRETE MASONRY UNIT

WOOD FLORING

Project Title:

PLYWOOD

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

STEEL BASE PLATE BATT INSULATION

STEEL BEAM

NAILER

STEEL BOLT

1/4" WATERPROOFING MEMBRANE 2X6 INSULATION

PLYWOOD

END JOIST

CONCRETE MASONRY UNIT WALL

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

LANDING TO WALL CONNECTION 1 1/2" = 1'-0"

GYPSUM BOARD STEEL BOLT Address: BATT INSULATION 2" CONCRETE FILL HEADER STEEL PAN

HEADER

HSS RECTANGULAR

STEEL STRINGER

196 S. Oakland Dr. Pasadena, CA 91101

STEEL DECKING

Specific Notes:

FLASHING

ALUMINUM MULION

RIGID INSULATION MOUNTING FIN SIDE CASING

3" CONCRETE SLAB COMPOSITE DECKING

JAMB

0' - 11"

2" CONCRETE FILL

STEEL STRINGER

TEMPERD GLASS

0' - 11" SLDING GLASS PANE

0' - 7"

OPEN-WEB JOIST

STEEL ANGLE

0' - 7"

STEEL BEAM STEEL ANGLE STEEL BOLT STEEL L-BOLT PLATE

CONCRETE ANCHOR 2" CONCRETE FILL STEEL PAN

7 13

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

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

BASE TO STRINGER CONENCTION 1 1/2" = 1'-0"

STRINGER TO LANDING CONNECTION 1 1/2" = 1'-0"

No.

Description

Date

2X6 ANCHOR PLATE DOUBLE GLAZED GLASS

PLYWOOD WATERPROOFING

WODD STUD WALL

WOOD STUD WALL

SETTING BLOCK THERMAL BRAKE

SLIDING GLASS PANE

CEMENT PLASTER

1.5" DIA. SS HANDRAIL SS RAILING BRACKET WALL MOUNTED

PLYWOOD STAINLESS STEEL ROD TOP PLATE

WATERPROOFING

END JOIST

CONTINUOUS CANT STRIP

SS RAILING STEEL BOLT

GLAZING BEAD

GRAVEL

STEEL BASE PLATE

BUILT UP ROOF RIGID INSULATION @ 2% SLOPE

STEEL CASTING GUSSET PLATE

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

WINDOW STOOL GYPSUM BOARD

2X6 1/2" SILL EXTENSION

AIR CAVITY BATT INSULATION

3' - 0 1/2"

PLYWOOD

CONCRETE MASONRY UNIT

STEEL BEAM STEEL BASE PLATE

STEEL BEAM

GYPSUM BOARD

PERFORATED STEEL SHEET PLYWOOD

PLYWOOD

RAILING BASE BATT INSULATION PLYWOOD SILL PLATE J BOLT

PLYWOOD

CEMENT PLASTER

WATER PROOFING CEMENT PLASTER

WOOD FLOORING PLYWOOD WATERPROOFING

STEEL STRINGER

BATT INSULATION

WATERPROOFING

GUSSET PLATE PLYWOOD GYPSUM BOARD NAILER

STEEL CASTING STELEL BOLT

STEEL BOLT

NO. 3 REBAR

SCHEMATIC DESIGN PHASE Drawing Title

Key Details Originator

STEEL NOSING PLATE PERFORATED STEEL RISER

BATT INSULATION

1' CONCRETE SLAB

STEEL BASE PLATE

STAINLESS STEEL ROD

CW 04/08/2015 24 x 36

Date

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

STEEL BOLT

Size Drawing Number

001 001 00 CW Checker

Job Revision Number

MULLION

Drawn by Checked by

SLAB TO WALL 1 1/2" = 1'-0"

WINDOW SILL 1 1/2" = 1'-0"

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

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

SKIN CONNECTION / BRACING 1 1/2" = 1'-0"

A9.1 Scale

1 1/2" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

24' - 5 1/2" 13' - 2 1/2"

11' - 3"

CO2 SENSOR

Project Title:

S A

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

WATERPROOF RECESSED CEILING FIXTURE

RECESSED CEILING FIXTURE

10' - 6"

SMOKE DETECTOR WALL MOUNTED FIXTURE

DINNING AREA D

PENDANT FIXTURE

LIVING AREA

SWITCH DIMMER DUPLEX OUTLET

GFI

WATERPROOF OUTLET GFI OUTLET

VANCANCY SENSOR C

ETHERNET / TELEPHONE GARBAGE DISPOSAL

Address:

6' - 0 1/2"

EXHAUST FAN GFI

KITCHEN

196 S. Oakland Dr. Pasadena, CA 91101

THERMOSTAT

CABLE

ELECTRICAL / MECHANICAL SYMBOLS SCALE N/A

E 5' - 3"

Specific Notes:

D 2' - 0"

46' - 6 1/2"

A BATHROOM

10' - 3"

6 D

BEDROOM 1 D

GENRAL NOTES D

2' - 0 1/2"

No.

Description

Date

10' - 6 1/2"

BEDROOM 2

13' - 0"

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

SCHEMATIC DESIGN PHASE

Drawing Title

ELECTRICAL PLAN Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

E1.1 Scale

1/4" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

24' - 5 1/2" 13' - 2 1/2"

11' - 3" CO2 SENSOR

Project Title:

SMOKE DETECTOR WALL MOUNTED FIXTURE

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

WATERPROOF RECESSED CEILING FIXTURE RECESSED CEILING FIXTURE PENDANT FIXTURE D

10' - 3"

DINING AREA LIVING AREA

SWITCH DIMMER

DUPLEX OUTLET GFI

WATERPROOF OUTLET GFI OUTLET

VANCANCY SENSOR

5' - 9 1/2"

AIR HANDLER 2 HR RATED SHAFT CONNECTING TO ROOF CONDENSOR

385 CFM

ETHERNET / TELEPHONE GARBAGE DISPOSAL EXHAUST FAN

Address:

196 S. Oakland Dr. Pasadena, CA 91101

CABLE

S KITCHEN

. .

THERMOSTAT

ELECTRICAL / SYMBOLS Specific Notes:

SCALE N/A

R-410A HIGH EFFICIENCY AIR CONDITIONER 15 SEER RESIDENTIAL SYSTEM 1.5 - 5.0 TON CAPACITY

5' - 6"

22" X 8" SUPPLY DUCT

BATHROOM

75 CFM 2' - 0"

8" X 10" SUPPLY DIXT T

-AIR HANDLER UNIT TO BEPLACED IN CLOSET -CONDERSOR UNIT TO BE PLACED ON ROOF AND UTLIZE VERTICAL SHAFT TO CONNECT TO AIR HANDLER -SYSTEM RATED AT 14 SEER -SYSTEM HAS CAPACITY OF 1.5 - 5.0 TONS -SYSTEM CAN COOL 24,000 CTU/H

6 HALL

10' - 6"

BEDROOM 01

4 " X 10" SUPPLY DUCT

1' - 9 1/2"

120 CFM

No.

Description

Date

GENERAL NOTES

10' - 2 1/2"

135 CFM

BEDROOM 02

13' - 0"

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

16'

SCHEMATIC DESIGN PHASE Drawing Title

Mechanical Drawings Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

M1.1 Scale

1/4" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

7 General Notes:

156' - 3"

6' - 0"

26' - 0"

29' - 11 1/2"

30' - 0"

49' - 9 1/2"

13' - 6" 21' - 0"

PROPERTY LINE

15' - 6"

7' - 10" 17' - 4"

28' - 8 1/2"

31' - 5"

40' - 0"

Address: 29' - 6"

7' - 3 1/2"

196 S. Oakland Dr. Pasadena, CA 91101

SUMP PUMP

Specific Notes:

DRAIN

31' - 5 1/2"

76' - 2 1/2"

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

34' - 1 1/2"

Project Title:

23' - 8"

PROPERTY LINE

30' - 1"

119' - 7"

COLUMN FOOTING

WALL FOOTING

Date

7' - 9"

27' - 9 1/2" 6' - 9"

11' - 1 1/2"

7' - 4 1/2"

11' - 6"

13' - 0"

3' - 0"

43' - 5"

7' - 4"

Description

28' - 0 1/2"

8' - 6"

No.

SCHEMATIC DESIGN PHASE Drawing Title

Foundation Plan

PROPRTY LINE

Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

16'

S2.0

32' Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

2 2X12 REPETITVE JOIST 24" O.C. 28' - 0" 3' - 6"

2X12 REPETITVE JOIST 24" O.C.

General Notes:

2X12 REPETITVE JOIST 24" O.C.

PROPERTY LINE 11' - 5 1/2"

3' - 6 1/2"

BEAM SIZED @ 4X10

Project Title:

OPEN TO ABOVE

8' - 5 1/2"

10' - 6"

OPEN TO ABOVE

12' - 1"

Address:

196 S. Oakland Dr. Pasadena, CA 91101 Specific Notes:

4' - 0" 3' - 5 1/2"

OPEN TO ABOVE

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

16' - 0 1/2"

OPEN TO ABOVE

46' - 0"

OPEN TO ABOVE

7' - 5 1/2"

OPEN TO ABOVE

14' - 0 1/2"

16' - 0 1/2"

13' - 0"

15' - 0"

PROPERY LINE

PROPERTY LINE

28' - 0"

No.

UNRESOLVED BLDG.

Description

Date

UNRESOLVED BLDG.

SCHEMATIC DESIGN PHASE Drawing Title

Framing Plan 01

PROPERTY LINE

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

Originator

16'

32'

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

S2.1 Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice. 2X12 WOOD JOIST 24 O.C.

PROPERTY LINE

2X12 WOOD JOIST 24 O.C.

Project Title:

28' - 0" 11' - 6"

16' - 0 1/2"

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

3' - 6"

15' - 11 1/2"

13' - 0"

OPEN TO ABOVE

3' - 6" 3' - 6"

11' - 6" PROPERTY LINE

PEOPERTY LINE

9' - 6"

45' - 11 1/2"

2' - 11 1/2" 5' - 6" OPEN TO ABOVE

Specific Notes:

4' - 0" 3' - 5 1/2"

OPEN TO ABOVE

196 S. Oakland Dr. Pasadena, CA 91101

14' - 0 1/2"

22' - 9 1/2"

7' - 2 1/2"

46' - 0 1/2"

Address:

28' - 0"

No.

Description

Date

8 UNRESOLVED BUILDING

UNRESOLVED BUILDING

SCHEMATIC DESIGN PHASE Drawing Title

Framing Plan 02 Originator

CW 04/08/2015 24 x 36

Date

PROPERTY LINE

Size

Drawing Number

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

001 001 00 CW Checker

Job

16'

32'

Revision Number Drawn by Checked by

S2.2 Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes:

2X 12 REPETITVE JOIST 24" O.C.

11' - 6"

3' - 6"

BEAM SIZED @ 3 X 10

2X 12 REPETITVE JOIST 24" O.C.

BEAM SIZED @ 3 X 10

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

12' - 6"

5' - 6"

10' - 3"

5' - 6"

2' - 6"

4' - 6"

10' - 6"

6' - 0"

13' - 0"

2X 12 REPETITVE JOIST 24" O.C.

196 S. Oakland Dr. Pasadena, CA 91101 Specific Notes:

8' - 0"

Address:

6 13' - 0"

15' - 0" 28' - 0"

7 No.

Description

Date

SCHEMATIC DESIGN PHASE Drawing Title

Framing Plan 03 1

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

Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job

16'

32'

Revision Number Drawn by Checked by

S2.3 Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes: The design shown and described herin including all technical drawings, graphics, and models thereof, are propriatary and cannot be copied, duplicated or exploited in whole or in part, without writen premission of Clenel Williams. These are available for limited review and evaluation by the client consultants, contractors, government agencies, vendors and office personnel only in accordance with this notice.

1 A4.1

Project Title:

PERFORATED STEEL SHEET

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

Roof Plan 27' - 0" CMU

Level B 20' - 0"

Level 3 18' - 0"

Address:

Level A 10' - 0"

Level 2 9' - 0"

CEMENT PLASTER

196 S. Oakland Dr. Pasadena, CA 91101

LOW-E GLASS

Specific Notes:

Level 1 0' - 0"

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

7 1 A4.1

No.

Description

Date

PERFORATED STEEL SHEET

Roof Plan 27' - 0"

PERFORATED STEEL SHEET

Level B 20' - 0"

Level 3 18' - 0"

Level A 10' - 0"

Level 2 9' - 0"

LOW-E GLASS LOW-E GLASS

CONCRETE PASTER

PRECAST CONCRETE

CONCRETE PLASTER

Level 1 0' - 0"

SCHEMATIC DESIGN PHASE Drawing Title

Elevations

SUBTERRANEAN PARKIN

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

Originator

CW 04/08/2015 24 x 36

Date

16'

32'

Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A3.1 Scale

1/8" = 1'-0"

O Clenel Williams K. Dickson

Califonia Polytechnic University

General Notes:

A4.2

2 A4.1

Roof Plan 27' - 0"

3 Level B 20' - 0"

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

Level 3 18' - 0"

Level A 10' - 0"

Project Title:

Level 2 9' - 0" Address:

196 S. Oakland Dr. Pasadena, CA 91101

Level 1 0' - 0"

Specific Notes:

5 SUBTERRANEAN PARKING

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

6 CONCRETE MASONRY UNIT 2 1

A4.1

PERFORATED STEEL SHEET

A4.2

Roof Plan 27' - 0"

Level B 20' - 0"

Level 3 18' - 0"

Level 2 9' - 0"

CEMENT PLASTER

LOW-E GLASS

No.

Description

Date

Level A 10' - 0"

Level 1 0' - 0"

9 SUBTERRANEAN PARKING

SCHEMATIC DESIGN PHASE

Drawing Title

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

Elevations 0'

16'

32' Originator

CW 04/08/2015 24 x 36

Date Size Drawing Number

001 001 00 CW Checker

Job Revision Number Drawn by Checked by

A3.2 Scale

1/8" = 1'-0"

Party Wall 1

The desired barrier STC’s for these party walls and exterior walls falls into the range between 42-45. With this Sound Transmission Class barrier loud speech will only be faintly heard but not understood and normal speech would be inaudible.

Dining Area

Living Area

CEILING ASSEMBLY 50-55 STC

The desired barrier STC’s for these interior partion walls would be about 30. With this Sound Transmission Class barrier loud speech can be understood fairly well and normal speech can heard but not easily understood.

Kitchen

Bathroom

Exterior Walls The desired barrier STC’s for these exterior walls is 35. With this Sound Transmission Class barrier loud speech can be heard but is not easily intelligible and normal speech can heard faintly.

5 Unit B

Bedroom 1

CEILING The desired barrier STC’s for floors separating different rooms falls in the range of 50-55 depending on room types. With this Sound Transmission Class normal and loud speech inaudible in attempt to black out above foot traffic.

Bedroom 2

DOUBLE PANE GLASS

3/4” PLYWOOD BATT INSULATION 2 X 12 JOIST 2” ATTENUATION MATT 3/4” PLYWOOD 1/2” GYPSUM BOARD 1/2” GYPSUM BOARD

The design shown and described herin including all technical drawings, graphics, and models thereof, a re propriatary and cannot be copied, duplicated or exp loited in whole or in part, without writen premission of C lenel Williams. These are available for limited review an d evaluation by the client consultants, contractors, government agencies, vendors and office personnel o nly in accordance with this notice. Project Title:

PARTY WALL ASSEMBLY 42-45 STC

INTERIOR PARTITION WALL ASSEMBLY 30 STC 1/2” GYP. BRD. 1/2” GYP. BRD. 3/4” PLYWOOD BATT INSULATION 3/4” PLYWOOD 1/2” GYP. BRD. 2 X 6 STUD

EXTERIOR WALL ASSEMBLY 35 STC

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX Address:

196 S. Oakland Dr. Pasadena, CA 91101

1/2” GYP. BRD. 3/4” PLYWOOD

CEMENT PLASTER 3/4” PLYWOOD

BATT INSULATION 3/4” PLYWOOD

2 X 6 STUD

1/2” GYP. BRD.

Specific Notes:

1/2” GYP. BRD.

No.

Bedroom

Description

56 Living Area

Kitchen

Dining Area 56

SCHEMATIC DESIGN PHASE Drawing Title

ACOUSTICS

Bedroom

CW 04/08/2015 24 x 36

Originator

Date Size

Kitchen Living Area

Date

Bedroom

General Notes:

Allows for 30-35 STC’s where normal speaking is audible, but typically not understood.

---

Califonia Polytechnic University

WOOD FLOORING

Interior Partion Walls 3

Clenel Williams K. Dickson

Bathroom

Bedroom 1

Bedroom 2

Living Area

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

AC1.1 Scale

O Clenel Williams K. Dickson

Califonia Polytechnic University

WATER DISTRIBUTION SUPPLY TO TYPICAL HOUSING CLUSTER [3 UNITS]

4”

Rain Water

Roof Down Spout 2”

2”

Cold Water

Hot Water

1.25”

2”

1.25”

Project Title:

2”

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

SHOWER TOILET TOILET

4” Pitch 3/4” in 1’-0” 2”

LAVATORY

1.25”

LAVATORY

2”

1.25”

2”

1.25”

Address:

1.25”

196 S. Oakland Dr. Pasadena, CA 91101

2”

Specific Notes:

LAVATORY

1.25”

KITCHEN SINK 4”

TOILET SHOWER

KITCHEN SINK

LAVATORY

3/4”

KITCHEN SINK

1”

1.25”

2”

1.25”

2” 1.25”

2”

1.25”

3/4”

TOILET 1/2” The riser diagram is SHOWER 1/2” able display the typical water 1/2” distribution for unit clusters and how water travels upwards. The design allows for a single water wall to for cold and hot water to travel horizontally and vertically to the plumbing fixtures and utilizes an up-feed water distribution system. The water heater for each cluster is buried underground and is fed water via a pressurized underground water pipe that connects to then municipal system along the street. The pipe sizes for the main cold water services is 1” in radius and 1/2” in radius for the boiler. General pipes serving the fixtures are 3/4” in radius until servicing the individual fixture where the radius is then reduced to 1/2”. Rain water that is collected throughout the site travels down drainage pipe to a the public storm sewer and relies strictly on gravity to do so.

1.25”

2”

4” No.

Description

4” 2”

PRESSURIZED UNDERGROUND WATER PIPE FROM MUNICIPAL SYSTEM

Waste Water Stack Vents 4”

To local sewer system

The waste water of each fixture is funneled down and directed to the local sewer system just east of the site. There is a singular pipe running vertically that acts as the main collection pipe. Pipes responsible for hosting large amounts of waste water have a diameter of 4”. Singular fixture pipes have a diameter of 1.25” and double/triple fixture pipes have a diameter of 2”. This system is replicated in the stack vent assembly. As a vent become responsible for a greater amount of ventilation the diameter of pipe size increases from 1.25” - 2” - 4” where it is then released from the roof.

SCHEMATIC DESIGN PHASE Drawing Title

Plumbing Drawings CW 04/08/2015 24 x 36

Originator Date Size

Date

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

P1.1 Scale

O Clenel Williams K. Dickson

Califonia Polytechnic University

Sizing: Governing Beam A

General Notes:

DL+LL

The design shown and described herin including all technical drawings, graphics, and models thereof, a re propriatary and cannot be copied, duplicated or exp loited in whole or in part, without writen premission of C lenel Williams. These are available for limited review an d evaluation by the client consultants, contractors, government agencies, vendors and office personnel o nly in accordance with this notice.

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

8â&#x20AC;&#x2122; 4

R2 Address:

196 S. Oakland Dr. Pasadena, CA 91101

Specific Notes:

7 No.

Description

Date

8 MEMBER SELECETION/DETAILS

3 X 10 DFL No. 1 Fb= 1000 #/in2 Cr=1.0 Cd=1.0 Cf=1.1

SCHEMATIC DESIGN PHASE Drawing Title

Strutural Drawings CW 04/08/2015 24 x 36

Originator Date Size

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

S1.1 Scale

O Clenel Williams K. Dickson

Califonia Polytechnic University

Sizing: Floor Joist

Sizing: Wood Framed Wall

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

fgravity

Address:

196 S. Oakland Dr. Pasadena, CA 91101

Specific Notes:

9’

wlateral load

DL+LL

14’

fearth 8

max span

No.

Description

Date

Dead Load: Live Load:

19 lb/ft 2 40 lb/ft

Total Load:

59 lb/ft

9 16

WOOD FRAMED WALL: 2X6 @ 16” O.C.

FLOOR JOIST: 2X12 DFL SS @ 16” O.C. maximum span: 21’-0”

SCHEMATIC DESIGN PHASE Drawing Title

Strutrual Drawings CW 04/08/2015 24 x 36

Originator Date Size

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

S1.2 Scale

O Clenel Williams K. Dickson

Califonia Polytechnic University

2 Sizing: Governing Beam B

General Notes:

DL+LL

The design shown and described herin including all technical drawings, graphics, and models thereof, a re propriatary and cannot be copied, duplicated or exp loited in whole or in part, without writen premission of C lenel Williams. These are available for limited review an d evaluation by the client consultants, contractors, government agencies, vendors and office personnel o nly in accordance with this notice.

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

10.5â&#x20AC;&#x2122; 4

R2 Address:

196 S. Oakland Dr. Pasadena, CA 91101

Specific Notes:

6 M

7 No.

Description

Date

8 MEMBER SELECETION/DETAILS

4 X 12 DFL No. 1 Fb= 1000 #/in2 Cr=1.0 Cd=1.0 Cf=1.1

SCHEMATIC DESIGN PHASE Drawing Title

Strutural Drawings CW 04/08/2015 24 x 36

Originator Date Size

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

S1.3 Scale

A 1

O Clenel Williams K. Dickson

LOADS CONDITION ROOF FLOOR 3

FLOOR 2 FLOOR 1 3

PARKING

Califonia Polytechnic University

DESCRIPTION FLAT ROOF NON-OPERABLE LIVING/SLEEPING QUARTERS BALCONY LIVING/SLEEPING QUARTERS LIVING/SLEEPING QUARTERS PUBLIC AREAS VEHICLE GARAGE

LIVE LOAD 40 psf 40 psf 100 psf 40 psf 40 psf 100 psf 40 psf

DEAD LOAD 16.2 psf 17.2 psf 17.2 psf 17.2 psf 223.5 psf 218.8 psf 72 psf

TOTAL LOAD 56.2 psf 57.2 psf 117.2 psf 57.2 psf 263.5 psf 318.8 psf 112 psf

ROOF LIVE LOAD: 40 psf

BALCONIES 100 psf

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

DEAD LOAD CALCULATIONS: FLOOR:

ROOF:

STRUCTURAL WALL:

WOOD FLOORING PLYWOOD [3/4”] BATT INSULATION MECHANICAL DUCT GYPSUM BOARD [1/2”] 2X12 WOOD JOIST

4.0 2.4 1.1 4.0 2.2 3.5

BUILT UP ROOF PLYWOOD [3/4”] BATT INSULATION GYPSUM BOARD [1/2”] 2X12 WOOD JOIST MECHANICAL DUCT

3.0 2.4 1.1 2.2 3.5 4.0

GYPSUM BOARD [5/8”] PLYWOOD [3/4”] BATT INSULATION 2X6 STUD PLYWOOD [3/4”] WATER PROOFING CEMENT PLASTER

2.8 2.4 1.1 1.7 2.4 1.5 8.0

TOTAL

17.2

TOTAL

16.2

TOTAL

19.9

RETAINING WALL:

PARTION WALL: 7

GYPSUM BOARD [1”] PLYWOOD [3/4”] BATT INSULATION 2X6 STUD PLYWOOD [3/4”] GYPSUM BOARD [1”]

4.4 2.4 1.1 1.7 2.4 4.4

GUNITE [1’] PLYWOOD LAGGING REBAR WATER PROOFING INCA DRAIN

TOTAL

16.4 TOTAL

CURTAIN WALL:

196 S. Oakland Dr. Pasadena, CA 91101 Specific Notes:

30psf

145 3.0 2.0 1.5 1.5

SLAB ON GRADE: WOOD FLOORING: WATER PROOFING CONCRETE SLAB REBAR

4.0 1.5 216.8 2.0

155

TOTAL

223.5

No.

GARAGE:

PARKING: 10

Description

Date

SCHEMATIC DESIGN PHASE Drawing Title

SOG UNIT WEIGHT CONCRETE: 0.5 FT x 145 LB/CU. FT. = 72.5 LB/SQ FT CONCRETE SLAB W/ REBAR: 72 11

Address:

FOOTING UNIT WEIGHT: COLUMN (4FT X 4 FT X 1.5FT X 145 LB/CU.FT) SPREAD (4FT X 1.5FT X 145 LN/CU.FT)

3480# 770LB/FT

Strutural Drawings

CONCRETE [6”] REBAR

54.0 2.0

TOTAL

CONCRETE [6”] 56 psf REBAR

CW 04/08/2015 24 x 36

Originator

54.0 2.0

Date Size

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by

TOTAL

56 psf

Checked by

S1.4 Scale

O Clenel Williams K. Dickson

Califonia Polytechnic University

FLOOR LIVE LOAD: 40 psf

GARAGE LIVE LOAD: 40 psf

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

Address:

196 S. Oakland Dr. Pasadena, CA 91101

Specific Notes:

7 No.

Description

Date

SCHEMATIC DESIGN PHASE

Drawing Title

Strutural Drawings CW 04/08/2015 24 x 36

Originator Date Size

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

S1.5 Scale

A 1

FLOOR DEAD LOAD: 23.1 psf FLOORING SYSTEM

O Clenel Williams K. Dickson Califonia Polytechnic University

WOOD FLOORING PLYWOOD [3/4”] BATT INSULATION MECHANICAL DUCT 2X12 WOOD JOIST GYPSUM BOARD [1/2”]

4.0 2.4 1.1 4.0 3.5 2.2

TOTAL

17.2

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

SLAB ON GRADE DEAD LOAD: 23.1 psf

Address:

196 S. Oakland Dr. Pasadena, CA 91101

SLAB ON GRADE: 5

Specific Notes:

CONCRETE SLAN REBAR

216.8 2.0

TOTAL

218.8 psf

WOOD FLOORING: WATER PROOFING CONCRETE SLAB REBAR

4.0 0.7 216.8 2.0

TOTAL

221.8

INTERIOR SLAB SYSTEM 7

No.

Description

Date

ROOF DEAD LOAD: 40 psf BUILT UP ROOF PLYWOOD [3/4”] BATT INSULATION 2X12 WOOD JOIST MECHANICAL DUCT GYPSUM BOARD [1/2”]

3.0 2.4 1.1 3.5 4.0 2.2

SCHEMATIC DESIGN PHASE Drawing Title

Strutural Drawings CW 04/08/2015 24 x 36

Originator Date Size

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

TOTAL

S1.6

16.2 Scale

O Clenel Williams K. Dickson

Califonia Polytechnic University

GARAGE DEAD LOAD: 23.1 psf

GARAGE: 3

Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX

PARKING: 4

SOG UNIT WEIGHT CONCRETE: 0.5 FT x 145 LB/CU. FT. = 72.5 LB/SQ FT CONCRETE SLAB W/ REBAR: 72

Address:

FOOTING UNIT WEIGHT: COLUMN (4FT X 4 FT X 1.5FT X 145 LB/CU.FT) SPREAD (4FT X 1.5FT X 145 LN/CU.FT)

GARAGE WALL DEAD LOAD: 157 psf

196 S. Oakland Dr. Pasadena, CA 91101

3480# 770LB/FT

Specific Notes:

RETAINING WALL:

7 No.

Description

Date

SCHEMATIC DESIGN PHASE

Drawing Title

Strutural Drawings CW 04/08/2015 24 x 36

Originator Date Size

CONCRETE [6â&#x20AC;?] REBAR

54.0 2.0

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

TOTAL

S1.7

56 psf Scale

A 1

O Clenel Williams K. Dickson

STRUCTURAL DEAD LOAD: 24.2 psf

Califonia Polytechnic University

STRUCTURAL WALL: 2

General Notes:

GYPSUM BOARD [5/8”] PLYWOOD [3/4”] BATT INSULATION PLYWOOD [3/4”] 2X6 STUD WATER PROOFING

2.8 2.4 1.1 2.4 1.7 1.5

CEMENT PLASTER

8.0

The design shown and described herin including all technical drawings, graphics, and models thereof, a re propriatary and cannot be copied, duplicated or exp loited in whole or in part, without writen premission of C lenel Williams. These are available for limited review an d evaluation by the client consultants, contractors, government agencies, vendors and office personnel o nly in accordance with this notice. Project Title:

CORDOVA AVE & OAKLAND DR MULTI FAMILY COMPLEX Address:

196 S. Oakland Dr. Pasadena, CA 91101

TOTAL

19.9

Specific Notes:

GLASS FACADE DEAD LOAD: 30.0 psf CURTAIN WALL SYSTEM

7 TOTAL

30 psf No.

INTERIOR WALL DEAD LOAD: 20.7 psf

Description

Date

8 PARTION WALL:

GYPSUM BOARD [1”]

4.4

PLYWOOD [3/4”] BATT INSULATION 2X6 STUD PLYWOOD [3/4”] GYPSUM BOARD [1”]

2.4 1.1 1.7 2.4 4.4

SCHEMATIC DESIGN PHASE Drawing Title

Strutural Drawings CW 04/08/2015 24 x 36

Originator

TOTAL

16.4

Date Size

001 001 00 CW Checker

Drawing Number Job Revision Number Drawn by Checked by

S1.8 Scale