SL601 Design Development by Barret Kruggel

SL601 barret thomas kruggel 510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

SHEET INDEX

PROJECT INFORMATION:

PROJECT DIRECTORY:

PROJECT ADDRESS

ARCHITECT

601 Silver Lake Blvd Los Angeles, CA 90026

Barret Thomas Kruggel 510 E. 3rd Street, Suite 120 Pomona, CA 91766 925.878.5206 issuu.com/barretkruggel

APN: 5401014010 OCCUPANCY GROUP: Residential [Group R-2] CONSTRUCTION TYPE: Type I-B: Fire Resistive Non-Combustible; Special reinforced concrete shear wall and concrete diaphragm construction. ZONING: C1-1VL

TITLE SHEET GENERAL NOTES GENERAL NOTES SITE PLAN PARKING PLAN GROUND PLAN LEVEL TWO PLAN LEVEL THREE PLAN LEVEL FOUR PLAN LEVEL FIVE PLAN ROOF PLAN WEST ELEVATION EAST ELEVATION BUILDING SECTION WALL SECTION ENLARGED PLANS INTERIOR ELEVATIONS INTERIOR ELEVATIONS SCHEDULES REFLECTED CEILING PLANS VERTICAL CIRCULATION DETAILS ADA DETAILS ADA DETAILS ADA DETAILS ADA DETAILS

SILVER LAKE RESERVOIR

X X X X X X X X X X X X X X X X X X X X X X X X X X

601 SILVER LAKE BLVD. LOS ANGELES, CA

A0.0 A0.1 A0.2 A1.1 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A3.1 A3.2 A4.1 A4.2 A5.1 A6.1 A6.2 A6.3 A7.1 A8.1 A9.1 A9.2 A9.3 A9.4 A9.5

100% Design Development

SL601

Sheet Number Sheet Name

2 FREEWAY

CONSULTANTS Nadim Itani - Instructor Kip Dickson Marta Perlas Irma Ramirez

Revisions: No.

Date

Description

SUNSET BLVD

LOT SIZE: 30,800 sf

DESIGN DEVELOPMENT

PROPOSED AREA: 47,225 sf PROPOSED FOOTPRINT: 9,445 sf

SITE LOCATION: 601 Silver Lake Blvd Los Angeles, CA 90026

TITLE SHEET

BUILDING HEIGHT: 5 Stories - 45'-0" APPLICABLE CODES: 2013 CALIFORNIA RESIDENTIAL CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA ENERGY CODE

101 FREEWAY Project #

38410-A

A0.0

SILVER LAKE BLVD

Date:

CHAVEZ RAVINE

06.03.2015

GENERAL NOTES: 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. 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 prop er 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.

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. 35.

7. The General Contractor shall provide an approved portable sanitary rest room facility prior to commencing work. It shall be located within the rear 25 feet of the property and at least 20 feet from any other property line, unless approved by the building department. It shall be maintained on a regular basis. 8. 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. 9.

Contractor shall obtain written approval from the Owner for each change order prior to commencing with the work in question. Each change order must be invoiced with the next payment request after the change order work is completed. Extra work done without an approval change is not reimbursable.

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

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

36. Contractor shall supply and install blocking and supports in partitions and ceilings as required for installation of all specified equipment, accessories and millwork. 37.

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. 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. Automobile and Vehicle Liability, including all Owner, Hired, and Non-Owner Automobiles and Vehicles, with minimum coverage limits as required above for Comprehension Broad Form General Liability Insurance. Owner shall be given written notice not less than thirty (30) days prior to the effective date of any cancellation or any material change in all such insurance, as evidenced by return receipt of a registered letter to owner. 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. 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 work shall be done to the highest standard of craftsmanship by journeymen of the respective trades. 18. All equipment to be removed will be

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. 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. 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. 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. 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.

DO NOT SCALE PRINTS.

39. CONTRACTOR TO VERIFY WITH OWNER ALL MATERIALS AND FINISHES NOTED ON THESE PLANS PRIOR TO ORDERING, INCLUDING, BUT NOT LIMITED TO, WINDOWS AND DOORS. 40.

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

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.

DRAWINGS ARE DIAGRAMMATIC.

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.

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

13.

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.

Any

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. 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. 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. 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. 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 capped or plugged and made gas and water tight according to the applicable requirements of the governing authorities or utility firms. Such services to remain in place shall be relocated or rerouted by contractor and this requirement applies to both exposed and concealed services whether or not indicated on Drawings. 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 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 32. be repaired to satisfaction of Architect & Owner or damaged items replaced by the Contractor at no cost to the owner.

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

2. Provide fire blocking in accordance with Chapter 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.

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)

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 b e considered specific hazardous locations for the purpose of glazing: a. Glazing in ingress and egress doors except jalousies. b. Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. c. Glazing in storm doors. d. Glazing in all unframed swinging doors. e. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, and showers. f. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. g. Glazing in an individual fixed or operable panel, other than described in items e and f that meet all of the following conditions: I. Exposed area of an individual pane greater than 9 square feet. II. Exposed bottom edge less than 18 inches above the floor. III. Exposed top edge greater than 36 inches horizontally of the plane of the glazing. IV. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. h. Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in fill-lanels. i. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when all of the following conditions are present: I. The bottom edge of the glazing is less than 60 inches above the pool side of the glazing. II. The glazing is within 5 feet of a swimming pool or spa water's edge. j. Glazing in walls enclosing stairway landings or within 5 feet of the bottom and top of stair ways where the bottom edge of the glass is less than 60 inches above a walking surface. Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. (2517 g 8,9). 6. Galvanized sheet metal (26 gauge min...) roof valley flashing is required. (3203-d5). 7. Roof diaphragm nailing to be inspected before covering.

Face grain of plywood shall be perpendicular to supports.

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. 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 grade for floor below) and open sides(s) of stair landings. G. Openings between balasters/rails shall be less than 4 inches. New plumbing fixtures shall be of water conservation type. type.

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. 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.

barret thomas kruggel 510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

RETAINING WALLS/POOLS/SPAS/JACUZZIS/BOUNDARY WALLS/FENCES/TRELLIS/PATIO COVERS REQUIRE SEPARATE PERMITS. 26. 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. 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. 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. 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] A minimum 12" sq. access panel to the bathtub trap slip joint connection is required. Show the location and size on all 32.plans. If a solid joint is to be used, clearly state on the plans and on access panel is required. [P.C.405.2] Every stairway shall have a headroom of not less than 6'-8". Such clearances shall be measured vertically from a plane parallel and tangent to the stairway treat nosing to the soffit above all points. 33. 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. 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. 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.

3. Glu-Lam beams must be certified by A.I.T.C. 4.

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.

601 SILVER LAKE BLVD. LOS ANGELES, CA

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.

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.

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. PROVIDE MIN. 22" X 30" ATTIC ACCESS, WITH 30" HEADROOM. 21. 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.

SL601

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.

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.

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

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

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

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 ANGL ES 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. 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 MATERIAL S (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. 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.47. DUCT PENETRATING SHAFTS. d. DUCT PENETRATING FIRE-RESISTIVE ELEMENTS OF FIRE - RATED CORRIDOR WALLS.

Date

Description

DESIGN DEVELOPMENT

50. PROVIDE LOW FLOW TOILETS. SEE CALGreen (CAL) sheets for details. PROVIDE LEVER TYPE OR SIMILAR HARDWARE NOT REQUIRING GRASPING AT DOOR. 51.

GENERAL NOTES

52.

13. 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.

PART PART PART PART PART PART PART PART 2005

16. 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. 17.

No.

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.

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

15. SHOWER AREAS TO BE FINISHED TO A HEIGHT OF NOT LESS TH AN 70" ABOVE THE DRAIN. MATERIALS OTHER THAN STRUCTURAL ELEMENTS USED IN SUCH WALLS SHALL BE OF TYPE, WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE.

Revisions:

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. 48. DUCTS THROUGH AREA SEPARATION WALLS SHOULD BE AVOIDED, DUCT PENETRATIONS SHOULD BE PROTECTED AS REQUIRED IN 713.11.

12. A Deputy Inspector registered by the City of Pasadena or by I.C.C. and paid for by the contractors, shall be employed for masonry concrete and structural steel work, including welding, on the job.

14. 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.

CHANGE IN LEVEL

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.

Project #

38410-A

A0.1 Date:

06.03.2015

FIRE DEPARTMENT NOTES:

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

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.

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

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 GENERA TORS; 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.

c.12 FIRE ACCESS ROADWAY SIGNS. SIGNS PROHIBITING VEHICULAR PARKING IN FIRE ACCESS ROADWAYS SHALL STATE "FIRE ACCESS ROADWAY - NO PARKING - TOW-AWAY ZONE" AND CITE "P.M.C. 14.25.130 AND C.V.C. 22500.1 AND 22658(A)," AND SHALL CONFORM TO THE SPECIFICATIONS ESTABLISHED BY THE DEPARTMENT. SAID SIGNS SHALL BE POSTED AT POINTS LOCATED NOT MORE THAN EVERY 50 LINEAR FEET ON BOTH SIDES OF THE FIRE ACCESS ROADWAY AND SHALL NOT BE MORE THAN TWO FEET, MEASURED HORIZONTALLY, AWAY FROM EACH SIDE OF SAID ROADWAY, THE CENTER OF EACH SIGN SHALL BE NOT LESS THAN 6 FEET OR MORE THAN 10 FEET, MEASURED VERTICALLY, ABOVE THE SURFACE OF THE SAID ROADWAY. NO ITEM, SUBSTANCE, LANDSCAPING, OR OTHER OBSTRUCTION SHALL BE PLACED OR ALLOWED TO CAUSE VISUAL OBSTRUCTION OF ANY SAID SIGN. SAID SIGNS SHALL BE POSTED IN A MANNER THAT RENDERS THEM READILY READABLE BY PERSONS DRIVING UPON THE FIRE ACCESS ROADWAY. NO PERSON SHALL POST ANY FIRE ACCESS ROADWAY SIGN EXCEPT UPON THE AUTHORITY OF THE DEPARTMENT. (ORD. 6683.7(PART).1996) 11.

12.

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

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.

13.

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

A MANUAL AND AUTOMATIC FIRE ALARM DETECTION SYSTEM SHALL BE INSTALLED THROUGHOUT ALL BUILDINGS IN ACCORDANCE WITH 14.25.050 AND NFPA 72. FIRE ALARM/DETECTION SYSTEM PLANS SHALL BE SUBMITTED TO THE PASADENA FIRE DEPARTMENT WITHIN 30-DAYS OF THE FINAL REVIEW OF THE ARCHITECTURAL PLANS. NO WORK ONT HIS SYSTEM SHALL BE STARTED PRIOR TO THE APPROVAL OF PLANS AND THE ISSUANCE OF A FIRE DEPARTMENT PERMIT. PROVIDE APPROVED HARDWIRED SMOKE DETECTORS(S), WITH BATTERY BACKUP, IN EACH SLEEPING ROOM, HALLWAYS ADJACENT TO SLEEPING ROOMS AND AT THE TOP OF STAIRWAYS. ALL SMOKE ALARMS ARE TO BE INTERCONNECTED FOR ALARM SOUNDERS. ALL SOUNDERS ARE TO PRODUCE A CODED TEMPORAL PATTERN. ALL SMOKE ALARMS ARE TO BE UL 217 CALIFORNIA STATE FIRE MARSHAL LISTED. ALL SMOKE ALARMS ARE TO BE MANUFACTURED BY THE SAME COMPANY AND COMPATIBLE WITH EACH OTHER. I. 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.

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.

NUMERALS SHALL BE

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. c.

ALL FIRE DAMPERS SHALL BE CONTROLLED WITH AREA OR SPOT TYPES PHOTOELECTRIC SMOKE DETECTION. ALL CONTROL RELAYS FOR SMOKE FIRE DAMPERS, MAGNETIC DOOR HOLDERS, HVAC UNITS, ETC... SHALL BE CONTROLLED WITH RELAYS LISTED FOR RELEASING. ALL RELAYS SHALL BE LOCATED 3-FEET OF THE INDIVIDUAL CONTROLLERS UNLESS WIRED FAIL SAFE. PAM TYPE RELAYS AREA NOT PERMITTED BECAUSE OF THE HIGH FAILURE RATES AND INABILITY TO CLEARLY IDENTIFY THEIR LOCATIONS FOR INSPECTIONS, SERVICING, AND TESTING. ONLY THE RELAYS CSFM LISTED FOR RELEASING AND ARE OF A DESIGN EQUAL TO OR GREATER THAN THE AIR PRODUCTS MR101/C, MR201/C ARE ACCEPTABLE FOR USE WITH THE FIRE ALARM SYSTEMS. THE BUILDING DIRECT DIGITAL CONTROL (DDC) SYSTEM IS NOT PERMITTED TO PERFORM THE FUNCTION OF THE BUILDING FIRE ALARM SYSTEM UNLESS LISTED BY US AS (UUKL) FOR SMOKE CONTROL SYSTEM AND UL 864 FIRE CONTROL EQUIPMENT. SEPARATE SUBMITTAL REQUIRED-UNDERGOUND FIRE SYSTEMS PROVIDE CIVIL DRAWINGS CLEARLY INDICATING THE HYDRANT LOCATIONS, NEW AND EXISTING, SERVING THIS PROJECT. CONTACT THE CITY OF PASADENA WATER DEPARTMENT, (626) 744-4572, TO SCHEDULE A FIRE FLOW TEST(S) FOR THIS PROJECT. PROVIDE A COPY OF THE REPORT TO THE WATER DEPARTMENT INDICATING THE WATER AVAILABLE FORM THE FIRE HYDRANTS SERVING THIS PROJECT. a. THE MINIMUM FIRE FLOW REQUIRED FOR THIS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC) AS REQUIRED BY APPENDIX iii-a. A MAXIMUM OF 50% REDUCTION IN FIRE FLOW IS ALLOWED WHEN AN AUTOMATIC FIRE SPRINKLER SYSTEM IS ENGINEERED, APPROVED, AND INSTALLED PER NFPA 13 THROUGHOUT ALL AREAS OF THE STRUCTURES. b. THE QUANTITIES AND LOCATIONS OF FIRE HYDRANTS REQUIRED FOR THIS SHALL BE ENGINEERED AS REQUIRED BY CFC, APPENDIX III-b, ARTICLE 9, AND PASADENA FIRE DEPARTMENTS FIRE GROUND OPERATIONAL NEEDS IN ACCORDANCE WITH NATIONAL RECOGNIZED GOOD ENGINEERING PRACTICES.

THE CITY OF PASADENA FIRE DEPARTMENT SHALL APPROVE ALL-WEATHER FIRE DEPARTMENT ACCESS ROADS. ALL ACCESS ROADS SHALL BE IN PLACE PRIOR TO ANY COMBUSTIBLE MATE RIALS 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 a. FIRE DEPARTMENT ACCESS REQUIREMENTS - 14.25.020 DEFINITIONS. b. "APPROVED TURNAROUND" MEANS AN AREA LOCATED AT THE DEAD-END POINT OF ANY FIRE ACCESS ROADWAY WHICH SHALL ENABLE FIRE DEPARTMENT VEHICLES TO TURN AROUND. SAID TURNAROUND SHALL MEET ALL OF THE REQUIREM ENTS OF SECTION 14.25.020(F) AND SHALL CONSIST EITHER OF A HAMMERHEAD DESIGN WITH TWO LEGS WHICH ARE NO LESS TAN 30 FEET IN LENGTH AS MEASURED FROM THE CURB LINE AXIS OF THE EMERGENCY FIRE ACCESS ROADWAY, OR A CIRCULAR TURNAROUND WITH A RADIUM OF NOT LESS THAN 40 FEET OR OTHER CONFIGURATION AS APPROVED BY THE FIRE CHIEF. c. "FIRE ACCESS ROADWAY" MEANS A PAVED HARD - SURFACE ALL - WEATHER ROADWAY OF NOT LESS THAN 20 FEET IN CLEAR WIDTH WITH A MAXIMUM VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET, 6 INCHES, AND WHICH SATISFIES EACH OF THE FOLLOWING REQUIREMENTS: c.1 THE PAVED HARD-SURFACE OF THE ROADWAY SHALL BE CAPABLE OF SIMULTANEOUSLY SUPPORTING NOT LESS THAN THREE VEHICLES WEIGHTING 3,500 POUNDS EACH WITHOUT CAUSING DAMAGE TO THE PAVED HARD - SURFACE OR ANY SUBSTRUCTURE LOCATED BENEATH SAID ROADWAY; AND c.2

15.

IF ADDITIONS OF WALLS AND/OR OTHER TENANT IMPROVEMEN TS OBSTRUCT OR EFFECT CONVERGENCE OR PERFORMANCE OF THE FIRE SPRINKLER SYSTEM AND/OR IF ANY MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM IS NECESSARY, FIRE SPRINKLER TENANT IMPROVEMENT PLANS SHALL BE SUBMITTED TO THE CITY OF PASADENA FIRE DEPARTMENT FORE APPROVAL PRIOR TO INSTALLING OR ALTERATION(S). NFPA 13 ASSEMBLY OCCUPANCIES SHALL POST A "MAXIMUM OCCUPANT LOAD OF --------- PERSONS", SIGN NEAR THE MAIN EXIT FORM EACH ROOM. ALL EXIT DOORS SHALL BE OPEN ABLE FORM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.

16. 17. 18.

19.

20.

PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLIES. LOCATION(S) AND CLASSIFICATION(S) OF FIRE EXTINGUISHER SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19 AND THE CALIFORNIA FIRE CODE STANDARD 10-1 AND PLACEMENT IS SUBJECT TO THE FIRE INSPECTOR PRIOR TO FIRE CLEARANCE FOR THE CERTIFICATE OF OCCUPANCY TO BE ISSUED BY THE BUILDING DEPARTMENT. CFC. ARTICLE 10. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE OR COMPRESSED GASES, OR ANY OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH CALIFORNIA FIRE CODE REGULATIONS. THE PASADENA FIRE DEPARTMENT, PRIOR TO ANY MATERIALS BEING STORED, USED, OR HANDLED ON SITE SHALL APPROVE THE STORAGE, USE AND HANDLING OF HAZARDOUS MATERIALS, A SEPARATE SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. CFC, ARTICLE 79 & 80. PROVIDE ILLUMINATED EXIT SIGNAGE THROUGHOUT THE BUILDING CLEARLY GIVE DIRECTION AND LOCATION OF ALL EXITS. EXIT SIGNAGE TO BE LISTED WEATHERPROOF (EXCEPTION: DWELLING).

ALL

21.

AIR-MOVING UNIT OR SYSTEM > 2000 cfm SHALL HAVE AUTOMATIC PHOTOELECTRIC AREA SMOKE DUCT-DETECTORS INSTALLED AND CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. THE BUILDING FIRE ALARM SYSTEM IS TO SHUTDOWN ALL AIR-MOVING SYSTEMS UPON DETECTION OF SMOKE. CMC SEC. 609. PMC 14.25.050

22.

PROVIDE VELOCITY CALCULATIONS FOR EACH IN-DUCT SMOKE DETECTOR LOCATION INSTALLED. THE CALCULATION IS TO INCLUDE THE DUCT SIZE AT POINT OF INSTALLATION, cfm OF THE AIR-HANDLER, AND VELOCITY FOR ALL MODES OF OPERATION INCLUDING ECONOMIZER MODE. NFPA 72-5-11.6.6

23. 24. 25. 26.

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

PROVIDE REMOTE LED ANNUNCIATOR(S) AND REMOTE TEST STATION FOR EACH DUCT DETECTOR LOCATED ABOVE THE CEILING AND BELOW THE ROOF. NFPA 72-11.6.4 ALL ROOF OR EXTERIOR MOUNTED DUCT-SMOKE DETECTORS SHALL BE LISTED AS AN EXTERIOR ASSEMBLY PER U.L. AND CSFM. ACTUATION OF SMOKE/FIRE DAMPER AND FIRE-RATED DOOR ASSEMBLIES WITH MAGNETIC HOLDERS SHALL COMPLY WITH CBC 713.10, 905.9.3(4) FOR PASSIVE SMOKE CONTROL SYSTEMS. BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED. PROVIDE A KNOX BOX AT THE FOLLOWING LOCATION: -BUILDING MAIN ENTRANCE. -GATE(S) -ELECTRICAL/MECHANICAL ROOMS -LOCATION AS INDICATED -M.S.D.S. DOCUMENTS -CONTACT THE FIRE PREVENTION BUREAU FOR ORDER APPLICATION(S) BOTH SMOKE AND FIRE DAMPERS ARE REQUIRED FOR DUCT OPENINGS IN CORRIDORS.

27.

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

27.1

-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 PHOT OELECTRIC/IONIZATION. ALL SMOKE ALARMS ARE TO BE 27.2 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.

Revisions: No.

Date

Description

-RELOCATE ALL SMOKE DETECTORS A MINIMUM OF 3-FEET FRO OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE 27.3 ALARMS SUCH AS STEAM CONTACTING THE SMOKE DETECTORS. 27.4

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 WI TH 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

14.

barret thomas kruggel

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).

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.

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

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

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.

SCHEDULE ALL INSPECTIONS 72 HOURS IN ADVANCE.

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.

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.

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

6.1 PROVIDE A SCALED SITE PLAN IDENTIFYING FIRE DEPARTMENT ACCESS AS REQUIRED BY CFC, ARTICLE 9, AND FIRE HYDRANT LOCATIONS REQUIRED FOR THE PROJECT BASED ON CFC APPENDIX B AND C. 7.

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 SECT IONS 14.25.020(F) (1) THROUGH (7) OF THIS CODE.

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

VENT TYPE

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.

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. PROVIDE ILLUMINATED EXIT SIGNAGE THROUGHOUT THE PARKING GARAGE AND COURTYARDS TO CLEARLY GIVE DIRECTION AND 3. LOCATION OF ALL EXITS. ALL EXIT STORAGE TO BE LISTED WEATHERPROOF (EXCEPTION: DWELLING).

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.

601 SILVER LAKE BLVD. LOS ANGELES, CA

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.

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:

SL601

DESIGN DEVELOPMENT

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

GENERAL NOTES

c.6 NO SUCH ROADWAY SHALL HAVE AN ELEVATION DIFFERENTIAL IN EXCESS OF THREE FEET BETWEEN THE LOWEST LEVEL OF THE ROADWAY AND THE LOWEST LEVEL OF THE ADJACENT BUILDING; AND c.7 FIRE ACCESS ROADWAY SIGNS APPROVED BY THE FIRE CHIEF SHALL BE POSTED ON BOTH SIDES OF THE FIRE ACCESS ROADWAY IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 14.25.130. c.8 FIRE ACCESS ROADWAY DESIGNATION - 14.25.130. THE FIRE CHIEF IS AUTHORIZED TO REQUIRE AND DESIGNATE FIRE ACCESS ROADWAYS THAT SHALL PROVIDE CLEAR AND UNOBSTRUCTED EMERGENCY VEHICLE AND EQUIPMENT ACCESS TO ANY BUILDING. NO STREET, ACCESS ROAD, ALLEY, OR DRIVEWAY, WHETHER PRIVATE OR PUBLIC, SHALL BE DESIGNATED A FIRE ACCESS ROADWAY UNLESS THE FIRE CHIEF FINDS THAT PUBLIC SAFETY CONTROL REQUIRES USE OF THE STREET, ACCESS ROAD, ALLEY, OR DRIVEWAY AS A FIRE ACCESS ROADWAY.

Project #

38410-A

A0.2 Date:

06.03.2015

LAK E

LEGEND

BLV D

LANDSCAPE BUILDING OUTLINE

SIL VER

PROPERTY LINE

N DILLON ST

barret thomas kruggel

FOLD E

FOLD C

ROOF GARDEN

50' - 3"

4' - 9"

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

14' - 6"

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601 3

FOLD B

FOLD D

5' - 4" ATH

135' - 0"

PED EST RIA NP

BELLEVUE AVE

24 '-7

OP EN TO BEL PARK OW ING

Revisions: Date

Description

No.

30' - 0"

PARKING ENTRANCE

DESIGN DEVELOPMENT

5' - 3"

FOLD A

SITE PLAN

125' - 0"

Project #

38410-A

235' - 0"

A1.1 Date:

SITE PLAN

3/32" = 1'-0"

06.03.2015

barret thomas kruggel

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

15 14 13 12

18 17 16

601 SILVER LAKE BLVD. LOS ANGELES, CA

C 3

SL601

36' - 8"

' 11

" -0 UP

20 21 22 23 24 25 26 27 28

46' - 0"

6" 6'

24' - 0" EVENT SPACE

18' - 0"

29 30 31 32 33 34 35 36 37

11 10 09 08 07 06 05 04 03 02 01

9' - 0"

31' - 7"

Revisions: No.

Description

24' - 0" 17' - 9"

7.5%

15%

7.5%

Date

PARKING ENTRANCE

DESIGN DEVELOPMENT

PARKING PLAN 46' - 0"

46' - 0"

Project #

A2.1 Date:

PARKING PLAN

38410-A

3/32" = 1'-0"

06.03.2015

LEGEND LANDSCAPE

A3.1

INTERIOR PROPERTY LINE

barret thomas kruggel

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

87' - 7"

36°

30' - 6"

6' - 2"

17' - 5"

ENT R

ANC E

34' - 11"

UP DN

10' - 6"

2' - 0"

70' - 9"

85 '-3

A3.2

OP EN TO BEL PARK OW ING

-1

61 '-8

7' -

63°

ATE

7' - 0"

UP UP

GAT ED PRIV

-8.5

PED EST RIA NP AT H

37 '-0

X BO AIL

601 SILVER LAKE BLVD. LOS ANGELES, CA

13' - 5"

" -0

SL601

117°

153°

64' - 3"

A4.2

-1

-8.5

26 '-8

76 '-0

22 '-7

7' -

27°

46' - 2"

24' - 0"

29' - 10"

OFFICE SPACE

27' - 7"

26' - 2" DN

Revisions: No.

Date

Description

7' - 0" 23' - 3"

DESIGN DEVELOPMENT

GROUND PLAN 74' - 9"

Project #

A4.1

' 24

-0

9' - 11" PARKING ENTRANCE

38410-A

A2.2 Date:

GROUND PLAN

3/32" = 1'-0"

06.03.2015

A3.1

barret thomas kruggel

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

11' - 0" 7' -

SL601

25' - 6"

14 '-0

16 '-

7' - 0"

20 '-9

8' -

24 '-0

24' - 0" UP

30' - 6"

27' - 4"

13' - 9"

10' - 6"

23' - 0"

26 '-8

A3.2

27 '-6

Revisions: No.

30' - 10"

Description

A4.1

20' - 6"

Date

UP 7' - 0"

LEVEL TWO PLAN

Project #

DESIGN DEVELOPMENT

24' - 0"

20' - 0"

11' - 11"

13' - 2"

27 '-0

601 SILVER LAKE BLVD. LOS ANGELES, CA

A4.2

25 '-9

20 '-2

-3

6' -

17' - 2"

" "

' 31

24' - 0"

-2

17 '-8

' 10

38410-A

A2.3 Date:

LEVEL TWO PLAN

3/32" = 1'-0"

06.03.2015

33 '-9

A3.1

barret thomas kruggel

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

10 '-

SL601 4 3

7' - 0"

14' - 1"

12' - 6"

24 '-0

26 '-8

16' - 7"

27' - 4"

13' - 9"

18' - 10"

A3.2

19' - 0"

No.

Date

Description

10' - 3"

24' - 0"

DESIGN DEVELOPMENT

10' - 7"

A4.1

LEVEL THREE PLAN

Project #

12' - 7"

30' - 8"

Revisions:

24' - 5"

6' 16 '-0

19 '-5

7' - 0"

DN 31' - 9" 14 '-0

-3

24' - 0"

' 12

-8

10 '-5

' 15

ROOF GARDEN

-6

601 SILVER LAKE BLVD. LOS ANGELES, CA

8' -

' 18

11 '-7

27 '-4

" 1/4

A4.2

5' 0"

24' - 0"

22 '-4

37' - 6"

7' -

'27

38410-A

A2.4 Date:

LEVEL THREE PLAN

3/32" = 1'-0"

06.03.2015

11 "

A3.1

barret thomas kruggel

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

7' 32 '-9

A4.2

69 '-1

24' - 0"

-1

66'

-0

' 17

" 10 25 '-0

'14

" 26 '-8

3 30' - 4"

EVENT SPACE

27' - 4"

A3.2

33' - 0"

21' - 9"

8' - 5"

12' - 5"

7' -

601 SILVER LAKE BLVD. LOS ANGELES, CA

13 '-5

7' - 0"

12' - 11"

EVENT SPACE

13 '-4

-0

27 '-0

Revisions: Date

Description

21' - 0"

A4.1

DESIGN DEVELOPMENT

LEVEL FOUR PLAN

02 A5.1

Project #

No.

24' - 0"

9' -

' 13

-0

10 '-2

13 '-6

' 12

-4

SL601

15' - 9" ' 12

38410-A

A2.5 Date:

LEVEL FOUR PLAN

3/32" = 1'-0"

06.03.2015

15' - 11"

A3.1

barret thomas kruggel

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

7' -

601 SILVER LAKE BLVD. LOS ANGELES, CA

12' - 11" 7' - 0"

DN -5

8' - 8"

' 28

27' - 4"

11' - 4"

19' - 6"

A3.2

21' - 6"

17' - 5"

26 '-8

51' - 3"

Revisions: Date

Description

DESIGN DEVELOPMENT

LEVEL FIVE PLAN

01 A5.1

Project #

A4.1

No.

DN 9

" 10

24' - 0"

3' - 0"

" 12 '-9 "

'18

SL601

27 '-1

10 '-6

20 '-1

-1

' 12

-1

41'

A4.2

16 '-1 "

19' - 4"

18' - 1"

24' - 0"

-0

-1

' 15

" 11

24'

5' -

38410-A

A2.6 Date:

LEVEL FIVE PLAN

3/32" = 1'-0"

06.03.2015

33 '-9

'-1 0"

28' - 9"

A3.1

barret thomas kruggel

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

25 '-

26' - 0"

5' -

14' - 0"

38' - 11" 5'

A4.2

88 '-5

-6

69 '-3

' 54

5' -

-3

TYP.

6' - 0"

-5

' 13

' 19

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601

ELEVATOR MACHINE ROOM HVAC UNITS

119' - 11"

19' - 10"

8' - 2"

A3.2

13' - 3"

. .

Revisions: 36' - 0"

8' - 6"

Date

Description

12' - 0"

No.

A4.1

Project #

TYP.

8' - 8"

2' - 0"

ROOF PLAN

78' - 0"

DESIGN DEVELOPMENT

38410-A

A2.7 Date:

ROOF PLAN

3/32" = 1'-0"

06.03.2015

'-2 "

57 '-5

FOLD B

FOLD C

FOLD D

FOLD E

barret thomas kruggel

WEST ELEVATION

FOLD B

FOLD C

FOLD D

3/32" = 1'-0"

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

FOLD E

Revisions: No.

Date

Description

DESIGN DEVELOPMENT

WEST ELEVATION Project #

38410-A

A3.1 Date:

WEST SKIN ELEVATION

3/32" = 1'-0"

06.03.2015

barret thomas kruggel 510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

FOLD B

FOLD C

601 SILVER LAKE BLVD. LOS ANGELES, CA

FOLD D

SL601

FOLD E

Revisions: EAST ELEVATION

3/32" = 1'-0"

No.

Date

Description

DESIGN DEVELOPMENT

EAST ELEVATION Project #

38410-A

A3.2 Date:

06.03.2015

barret thomas kruggel 510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

FOLD C

FOLD B

FOLD A

Roof Level 45' - 0"

601 SILVER LAKE BLVD. LOS ANGELES, CA

FOLD D

SL601

FOLD E

Level 5 36' - 6" Level 4 25' - 6" Level 3 17' - 0" Level 2 8' - 6" Ground Level 0' - 0" Parking Level -8' - 5 15/32"

Revisions: No.

BUILDING SECTION

1/16" = 1'-0"

Date

Description

DESIGN DEVELOPMENT

BUILDING SECTION Project #

38410-A

A4.1 Date:

06.03.2015

barret thomas kruggel

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601

Level 2 8’ - 6”

3/4" = 1'-0" WEST WALL SECTION

03 01

A9.1

Level 3 17’ - 0”

Level 4 25’ - 6”

Level 5 36’ - 6” 02

A9.1

Roof Level 45’ - 0”

Ground Level 0’ - 0”

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

Revisions: No.

Date

Description

DESIGN DEVELOPMENT

WALL SECTION Project #

38410-A

A4.2 Date:

06.03.2015

2' - 0"

8' - 10"

15' - 2"

15' - 4"

2' - 0"

8' - 8"

BEDROOM B

10' - 9"

A6.1

7' - 5"

8' - 7"

7' - 7"

DINING ROOM

OUTDOOR BALCONY

barret thomas kruggel 510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

SCREEN FACADE

4' - 5"

1' - 2"

A6.2

17' - 6"

2' - 9"

OPERABLE CURTAIN TRACK

8' - 5"

BATH

8' - 5"

BATH

10' - 3"

5' - 4"

3' - 6"

10' - 0"

BATH

KITCHEN

A6.1

LIVING ROOM

25' - 0"

9' - 0"

7' - 2"

SL601

6' - 4"

BEDROOM A

SCREEN FACADE

9' - 7"

12' - 10"

RESCUE WINDOW

14' - 5"

3' - 1"

OPERABLE CURTAIN TRACK

601 SILVER LAKE BLVD. LOS ANGELES, CA

HALL HALL

25' - 0"

ENTRY

2' - 6"

10' - 10"

2' - 2"

3' - 9"

4' - 0"

7' - 6"

2' - 6"

6' - 2"

HALL

10' - 7"

A6.2 PRIVATE OUTDOOR SPACE

7' - 1"

OPEN TO BELOW

Revisions: No. 14' - 7"

Date

Description

7' - 5"

1 UP

7' - 0"

DESIGN DEVELOPMENT

ENLARGED PLANS

Project #

38410-A

A5.1 Date:

LEVEL 4 ENLARGED PLAN

3/8" = 1'-0"

LEVEL 5 ENLARGED PLAN

3/8" = 1'-0"

06.03.2015

1' - 8"

0' - 6"

OPERABLE CURTAIN

DOOR TYPE A

WINDOW TYPE 2

barret thomas kruggel 510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

INSET CURTAIN TRACK STEEL WIRE MESH SCREEN

DOOR TYPE D

OUTDOOR BALCONY BEYOND

CURTAIN PANEL

BEDROOM B - WEST WALL

3/4" = 1'-0"

BEDROOM A - EAST WALL

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601

STEEL GUARDAIL

3/4" = 1'-0"

OPERABLE CURTAIN TRACK STEEL WIRE MESH SCREEN

0' - 10"

WINDOW TYPE 1

0' - 6"

OPERABLE CURTAIN

0' - 6"

DOOR TYPE E

WINDOW TYPE 1

DOOR TYPE E

Revisions:

DOOR TYPE A

No.

Date

Description

WINDOW TYPE 2

DESIGN DEVELOPMENT

1' - 0"

INTERIOR ELEVATIONS Project #

38410-A

A6.1 Date:

BEDROOM A - NORTH WALL

3/4" = 1'-0"

BEDROOM A - WEST WALL

3/4" = 1'-0"

06.03.2015

barret thomas kruggel 510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

STEEL WIRE MESH SCREEN CURTAIN PANEL

EXTERIOR RED PAINT

CURTAIN PANEL

DOOR TYPE B

0' - 6"

LIVING ROOM BEYOND

STEEL GUARDRAIL

CONCRETE PARTITION

6" STEP

NORTH ELEVATION

STEP UP TO KITCHEN/DINING

1/2" = 1'-0"

WEST ELEVATION

1/2" = 1'-0"

INSET CURTAIN PANEL CONNECTION

CURTAIN PANEL

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601

DOOR TYPE A

CURTAIN PANEL

KITCHEN UNIT

CURTAIN PANEL

Revisions: No.

Date

Description

5' - 7"

DESIGN DEVELOPMENT

3' - 5"

3' - 6"

INTERIOR ELEVATIONS

5' - 1"

7' - 5"

1' - 9"

2' - 0"

Project #

CONCRETE PARTITION

A6.2

STEP DOWN TO LIVING ROOM

Date:

SOUTH ELEVATION

1/2" = 1'-0"

38410-A

GRANITE ISLAND

STEEL GUARDRAIL

KITCHEN UNIT

0' - 6"

LIVING ROOM BEYOND

EAST ELEVATION

1/2" = 1'-0"

06.03.2015

DOOR SCHEDULE

FINISH SCHEDULE

Material

Manufacturer

Polished Concrete Sealed Concrete

Coreslab Structures Coreslab Structures

Linoleum on Concrete

Polish interior surfaces

Raw Concrete Sealed Concrete

Coreslab Structures Coreslab Structures

Rough; unfinished

Cast-in-place formwork

Gypsum Board

Georgia-Pacific

White

See approved sample

Color/Finish

Type

Comments

TYPE A TYPE B TYPE C TYPE D TYPE E

FLOOR

STRUCTURAL WALL

INTERIOR PARTITION

Size

Thickness

30" x 80" 68" x 80" 72" x 84" 97.5" x 80" 98.5" x 80"

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

WIDTH

Family

Material

Single-Flush Sliding-2 panel Sliding-2 panel Sliding-2 panel Sliding-2 panel

Wood Frosted Glass Glass Frosted Glass Frosted Glass

WIDTH

barret thomas kruggel 510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

WIDTH

SKIN Steel Wire Mesh

Banker Wire

M13Z-179

See approved sample

Exterior Red

Glidden

Red Geranium R53

See approved sample

Floor

Ceiling

Exterior Wall

Finish

Living Room

Polished Concrete

Gypsum Board

Sealed Concrete

Gypsum Board

Kitchen

Polished Concrete

Gypsum Board

Sealed Concrete

Gypsum Board

Bedroom

Polished Concrete

Gypsum Board

Sealed Concrete

Gypsum Board

Bathroom

Polished Concrete

Gypsum Board

Sealed Concrete

Gypsum Board

Private Outdoor Space

Sealed Concrete

Exterior Red Paint

SL601

FINISH SCHEDULE

TYPE A

TYPE B,D,E

TYPE C

601 SILVER LAKE BLVD. LOS ANGELES, CA

HEIGHT

EXTERIOR PAINT

DOOR TYPES

WINDOW SCHEDULE

Type TYPE 1 TYPE 2

Size 36" x 72" 76" x 72"

Sill Height 1' - 0" 1' - 0"

Description Rescue Window Fixed

WIDTH

Revisions: No.

Date

Description

HEIGHT

DESIGN DEVELOPMENT

SCHEDULES

Project #

TYPE 1

A6.3

TYPE 2

WINDOW TYPES

38410-A

Date:

06.03.2015

0' - 3"

4' - 2"

4' - 3" 12' - 0"

DINING ROOM

barret thomas kruggel BEDROOM B

9' - 7"

OUTDOOR BALCONY

10' - 9"

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

11' - 0"

STEEL WIRE MESH SCREEN OVERHEAD

3' - 7"

1' - 5" 12' - 0"

OPERABLE CURTAIN TRACK

KITCHEN

BATH

7' - 0"

BATH

HALL

6' - 0" BATH

SL601

2' - 9"

TYP.

0' - 6"

0' - 3"

RECESSED FLUORESCENT DOWNLIGHTING FIXTURE, TYP.

3' - 5"

OPERABLE CURTAIN TRACK

18' - 6"

TYP.

601 SILVER LAKE BLVD. LOS ANGELES, CA

OPEN TO ABOVE

SOFFIT HEIGHT CHANGE

RECESSED FLUORESCENT DOWNLIGHTING FIXTURE, TYP.

LIVING ROOM

TYP.

12' - 0"

2' - 10"

0' - 3"

8' - 3"

BEDROOM A

2' - 5"

ENTRY

11' - 0" PRIVATE OUTDOOR SPACE

HALL

OPEN TO ABOVE

Revisions: No.

Date

Description

DESIGN DEVELOPMENT

REFLECTED CEILING PLANS

Project #

38410-A

A7.1 Date:

LEVEL 4 CEILING PLAN

3/8" = 1'-0"

LEVEL 5 CEILING PLAN

3/8" = 1'-0"

06.03.2015

barret thomas kruggel 510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

ELEVATOR MACHINE ROOM

5 02

HVAC UNIT

A8.1

SL601

02 A8.1

Level 5 36' - 6"

Level 5 36' - 6" U

601 SILVER LAKE BLVD. LOS ANGELES, CA

Roof Level 45' - 0"

04 A8.1

02 A8.1

Level 4 25' - 6"

Level 3 17' - 0"

A8.1

Mezzanine 12' - 0"

Level 2 8' - 6"

03 A8.1

Level 2 8' - 6"

Revisions: No.

DESIGN DEVELOPMENT

Parking Level -8' - 5 15/32"

VERTICAL CIRCULATION

Parking Level -8' - 5 15/32"

Project #

3/4" = 1'-0"

CORE 03 TRANSVERSE SECTION

1/4" = 1'-0"

CORE 03 LONGITUDINAL SECTION

1/4" = 1'-0"

CORE 03 ENLARGED PLAN

3/8" = 1'-0"

38410-A

A8.1

Date:

ENLARGED ELEVATOR PLAN

Description

Ground Level 0' - 0"

Date

06.03.2015

DETAIL KEYNOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

barret thomas kruggel

1 2 3

601 SILVER LAKE BLVD. LOS ANGELES, CA

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

SL601

steel hand rail continuous pvc roofing membrane o/ 5/8” DensGlass sheathing o/ 4” rigid insulation 1/2” base plate sheet metal flashing cast-in-place anchor bolt 8” concrete slab 3/8” reinforcement steel steel channel & plate welded assembly bolted connection w/ base plate backing vertical steel channel w/ welded connection steel wire mesh screen steel angle outrigger welded to channel web steel angle outrigger w/ anchor bolt connection recessed fluorescent downlighting inset cast-in-place channel welded swing stop sliding glass track light gauge steel channel frame operable screen welded pivot connection operable double-pane glass welded handle curtain wall aluminum cap fixed double-pane glass

4 5

15 6 5 7 16 17

8 9

SKIN TERMINUS CONNECTION

3" = 1'-0"

Revisions: No.

Date

Description

21 22 23

DESIGN DEVELOPMENT

DETAILS

12 13

Project #

A9.1 Date:

OPERABLE SURFACES

3" = 1'-0"

SKIN OUTRIGGER CONNECTION

3" = 1'-0"

38410-A

06.03.2015

barret thomas kruggel

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

Revisions: No.

Date

Description

DESIGN DEVELOPMENT

ADA DETAILS Project #

38410-A

A9.2 Date:

06.03.2015

STAIR 1 ROOF ACCESS

THROUGH 5

barret thomas kruggel

B2. THROUGH 5TH.

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

Revisions: No.

Date

Description

EXIT

DESIGN DEVELOPMENT

ADA DETAILS Project #

38410-A

A9.3 Date:

06.03.2015

barret thomas kruggel

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

Revisions: No.

Date

Description

DESIGN DEVELOPMENT

ADA DETAILS Project #

38410-A

A9.4 Date:

06.03.2015

barret thomas kruggel

601 SILVER LAKE BLVD. LOS ANGELES, CA

SL601

510 e 3rd street | suite 120 pomona, california 91766 phone: 925 878 5206 issuu.com/barretkruggel

UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: ______________________________ OR BY TELEPHONING:__________

Revisions: No.

Date

Description

DESIGN DEVELOPMENT

ADA DETAILS Project #

38410-A

A9.5 Date:

06.03.2015