West Hollywood Housing/ 3rd Year Project

WEST HOLLYWOOD HOUSING A MULTIFAMILY HOUSING RESIDENTIAL PROJECT SPRING 2018

PROJECT CONSULTANTS

SYMBOLS LEGEND

MAIN PROJECT MANAGER

OWNER DRAWING NUMBER (TYP.) 4 A3.01

4 A3.01

1 A5.01

6 A4.03

SHEET NUMBER (TYP.)

BUILDING SECTION

INTERIOR ELEVATION DESIGNATION A C

1

B

SEE PLAN STAIR NO. 2 SHEET A2.15

7 A6.07

SECTION DETAIL CALLOUT

CORRESPONDING REVISION NUMBER ON SHEET TITLEBLOCK

A

18

DOOR

PLAN DETAIL CALLOUT

NORTH ARROW

COLUMN GRIDS

INTERIOR ELEVATIONS

KIP DICKSON 3801 W. TEMPLE AVE. POMONA, CA 91768

ZAWESTON@CPP.EDU

KADICKSON@CPP.EDU

DETAIL REFERENCE

WALL SECTION A

D

ZACHARY WESTON 470 LUCERA CT APT 106 POMONA, CA 91766

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

GARY MCGAVIN 3801 W. TEMPLE AVE. POMONA, CA 91768

HOFU WU 3801 W. TEMPLE AVE. POMONA, CA 91768

GMCGAVIN@CPP.EDU

HW@CPP.EDU

CODE ANALYST

EXTERIOR MATERIAL REFERENCES

REVISION CLOUD

ANDREW J.THUL 350 S. GRANDE AVE, SUITE 3310 LOS ANGELES,CA 90071 ATHUL@COSENTINI.COM

SETBACKS PROPERTY LINE BREAK LINE DIMENSION LINE

PROJECT PROGRAM

VICINITY MAP

ZONING : R2

SITE AREA: 13,000 SQ. FT. PROJECT DENSITY: 12 UNITS -6 FLATS: (575 SQ. FT.) -6 TOWNHOMES: (1700 SQ. FT.) STORIES: 3 FLOORS AND ROOF DECK PARKING: -REQUIRED: 21 SPACES -GIVEN: 21 SPACES SETBACKS: 15 FEET FROM SPAULDING 15 FEET FROM GENESEE TYPE OF CONST.: TYPE V

N SPAULDING AVE

N GENESEE AVE

ALLEY

LOT INFORMATION 1047 N SPAULDING AVE WEST HOLLYWOOD CA 91106 ASSESSOR ID NO. 5530-015-030 1041 N SPAULDING AVE WEST HOLLYWOOD CA 91106 ASSESSOR ID NO. 5530-015-030 REGION / CLUSTER : 09 / 09163

DEFERRED APPROVAL 1-FIRE ALARM AND FIRE SPRINKLER SYSTEMS SHALL BE APPROVED UNDER SEPARATE PERMITS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

1

GLAZING

PROJECT CONSULTANTS

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

SHEET INDEX Sheet Number

Sheet Name

Sheet Number

Sheet Name

G0.2 G0.3 G0.4 G1.1 G1.2 G1.3 G1.4 G1.5 G1.6 G1.7 G1.8 G1.9 G1.10 G1.11 G1.12 G1.13

Code Analysis Topographic Survey Fire Safety Codes Fire Access Site Plan Fire and Life Safety Plan - Parking Level Fire and Life Safety Plan - Ground Floor Fire and Life Safety Plan - Second Floor Fire and Life Safety Plan - Third Floor Fire and Life Safety Plan - Roof Deck Wall to Window Ratios ADA General Notes ADA General Notes cont.

ADA General Notes cont.

ADA Stair Details ADA Elevator Details ADA Handrail Details

S1.1 S1.2 S1.3 S2.1 S2.2 S2.3 S3.1 S3.2 S3.3 S4.1

Foundation Plan Structural Drawings Structural Drawings Gravity Load Resisting Components Isometric Exploded Wall Details Isometric Exploded Floor / Roof Details Floor Plan Structural Identification Site Elevation Structural Identification Stack Axonometric Details of Structural Gravity

A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A2.1 A2.2 A3.1 A3.2 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 A4.7 A4.8 A4.9 A5.1 A5.2 A6.1 A7.1 A9.1

Site Plan Underground Parking Plan Ground Context Plan First Floor Plan Second Floor Plan Third Floor Plan Roof Deck Plan Roof Plan Elevations Elevations cont.

Sections Key Section Enlarged Stack Plan (1 Bedroom) Enlarged Stack Plan (Townhouse 01) Enlarged Stack Plan (Townhouse 02) Enlarged Stack Plan (Townhouse 03) Interior Elevations Reflected Ceiling Plan (1 Bed) Reflected Ceiling Plan (Townhouse 01) Reflected Ceiling Plan (Townhouse 02) Reflected Ceiling Plan (Townhouse 03) Key Details Key Details cont.

Door and Window Schedules Vertical Circulation 3-D Images

M1.1 M1.2 M2.1 M2.2 M2.3 M2.4 M2.5 M1.2

Landscape Vegetation Roof Drainage ISD Sections ISD Heat Loss Calcs ISD HVAC Selection ISD Ceiling Mount ISD HVAC Plan

E1.1 E1.2 E1.3 E3.1.1 E3.1.2 E3.1.3 E3.1.4 E3.2 E3.3

Electrical Drawings Electrical Drawings Utility Analysis Design Concept Design Specs Design Specs Cont.

Design Specs Cont.

Electrical Plans and Schedule Lighting Renderings

ACOU1.1 ACOU1.1.2 ACOU1.1.3

Sound Transmission Class Calculations Sound Transmission Between Floors Reverberation Times

P1.1 P1.1.2 P1.2

Water Supply System Water Supply Section Waste Sewer System

No.

Description

Date

TITLE

TITLE SHEET PROJECT INFORMATION Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 0.1 Scale

5/31/2018 2:32:55 PM

WEST HOLLYWOOD HOUSING

MULTIFAMILY RESIDENTIAL

edition, shall apply to all work in this contract, except as specifically modified below completion data.

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.

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

Pay legally required sales, consumer and use taxes. The Owner shall pay school tax.

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 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 not be held responsible for correction of such damage upon completion of work, unless included in the Contract by mutual consent.

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 ft. of the property and at least 20 ft. 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 am 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 approved change is not reimbursable.

10. The General Contractor 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.

12. The Owner reserves the right to employ other and/or similar Contractors to do such portions of the work as are not covered by the Contract Documents.

13. All work shall be of the highest quality. GC is to assure that all walls are plumb and the all ceilings are level and true. Floors are to be installed level within reasonable tolerances of +1/4", -1/4", unless.

14. GC shall guarantee for a period of 2 years after the date of substantial completion that all work will be of the highest quality except where otherwise specified. Any manufacturing problems including but not limited to seam separation, faulty hardware, inferior finishes, 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 an not for wear & tear or damage done by Client. Roofing installation shall be guaranteed for 5 years.

15. Insurance required of Contractor shall comply with the following additional requirements: Contractor shall carry builders risk "All Risk" insurance to cover the cost of this work. Architect shall be presented with certificates of Contractor's insurance and Owner's fire and extended coverage at the time of signing of 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 an 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.

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

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

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

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

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

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

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

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

25. 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: 26. General Contractor shall install all items provided by Owner, including but not being limited to the a. Surface mounted light fixtures.

27. Where no specific detail is shown, the construction shall be similar to that indicated or noted for similar conditions.

Any design which fails to be clear or is ambiguous must be referred to the Architect for interpretation or clarification.

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

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

30. 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, 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.

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

32. The Contractor shall relocate drainage and sewer lines, water, gas and other utility or electric service lines, piping, or conduits and ventilation ducts in the way of new work, and see that all such services which are to be removed are correctly capped or plugged and made gas and water tight according to the applicable requirements of the governing authorities or 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.

33. All finish materials shall be protected at 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 the site, work in progress, stored materials (including property adjacent to the site shall be protected by therein), new work, and public and private improvements on the Owner's property remaining the Contractor. This includes protection against damage arising from dust, dirt, fumes, weather, damage, and vandalism as work progresses. All damage so occurring shall be repaired to satisfaction of Architect & Owner or damaged items replaced by the contractor at no cost to the Owner.

34. 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 Architect.

A. Submission Requirements: 1. Submit 1 blue line print and 1 reproducible print of Shop Drawings, and the number of copies of Product Data which Contractor requires for distribution, plus one copy which will be retained by the Architect.

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. Shop 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.

C. Submit shop drawings of the following: - Skylight - Sliding Glass Doors & Windows 35. The Contractor shall perform no portion of the work at any time without Contract Documents or, where required, approved Shop Drawings, Product Data, or Samples for such portions of the work. All materials shall be premium grade quality throughout. No substitution of specified materials allowed without written consent from the Owner and Architect.

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

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

38. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS. 39. 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. 40. CONTRACTOR TO VERIFY WITH OWNER ALL MATERIALS AND FINISHES NOTED ON THESE PLANS PRIOR TO ORDERING, INCLUDING, BUT NOT LIMITED TO, WINDOWS AND DOORS. 41. 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: 1. Doors that swing over a landing/porch require a landing not less than 44" in length of travel and not more than 12" below the threshold. Doors that do not swing over top step or landing may open on a landing or top step that is not more than 7-1/2" max.. below floor level.

2. Provide fire blocking in accordance with Chapter 7 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.

3. Glu-Lm beams must be certified by A.I.T.C. 4. Where NM Cable (Romex) is run across the top of ceiling joists and/or where the attic is not accessible by permanent stairs or ladders, protection within 6' of the nearest edge of the scuttle hole of attic entrance shall be provided. (E.C.320-14).

5.

Each light of safety glazing material installed in hazardous locations shall be identified by a permanent label that specifies the labeler, and states that safety glazing material has been utilized in such installations. The following shall be considered specific hazardous locations for the purpose of glazing: a. Glazing in ingress and egress doors except jalousies. b. Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. c. Glazing in storm doors. d. Glazing in all unframed swinging doors. e. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs, and showers. f. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. g. Glazing in an individual fixed or operable panel, other than described in items e and f that meet all of the following conditions: I. Exposed area of an individual pane greater than 9 square feet.

II. Exposed bottom edge less than 18 inches above the floor.

III. Exposed top edge greater than 36 inches above the floor.

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-panels.

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 stairways where the bottom edge of the glass is less than 60 inches above a walking surface.

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

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

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

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

10. Handrails shall satisfy the following: (1012).

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

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

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

D. The hand grip portion of the handrail shall e 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 or floor below) and open side(s) of stair landings.

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

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

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

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

14. THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE BUILDING CODE OR OTHER CITY ORDINANCE OR STATE LAW. 15. ANCHOR BOLTS, DOWELS AND HOLD DOWN ANCHORS SHALL BE SECURELY HELD IN PLACE PRIOR TO FOUNDATION INSPECTION BY THE BUILDING INSPECTOR AND OBSERVATION BY THE ENGINEER. 16. SHOWER AREAS TO BE FINISHED TO A HEIGHT OF NOT LESS THAN 70" ABOVE THE DRAIN. MATERIALS OTHER THAN STRUCTURAL ELEMENTS USED IN SUCH WALLS SHALL BE OF TYPE, WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE 17. ALL SHOWER COMPARTMENTS REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM FINISHED INTERIOR AREA OF 1024 SQ. IN. AND SHALL ALSO BE CAPABLE OF ENCOMPASSING 30" CIRCLE. THE MINIMUM AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT 70 INCHES ABOVE THE SHOWER DRAIN OUTLET.

18. PROVIDE A 12"X12" TUB ACCESS, OR USE FIXED JOINT. 19. WATER CLOSETS TO USE MAXIMUM OF 1.28 GAL./FLUSH. SEE CALGreen (CAL) sheets for details.

20. PROVIDE 50 SQ.. INCH VENT TOP AND BOTTOM FOR EACH WATER HEATER. 21. PROVIDE MIN. 22"X30" ATTIC ACCESS, WITH 30" HEADROOM. 22. PROVIDE ALL BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS WITH NATURAL VENTILATION BY MEANS OF EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 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. 23. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER FOR ALL OUTLETS IN BATHROOMS, GARAGES, OUTDOOR LOCATIONS WITHIN 6'6" OF GRADE, CRAWL SPACE, UNFINISHED BASEMENT AND WITHIN 6' OF KITCHEN SINKS PER NEC 210-8.

24. ELECTRICAL PANELS TO BE READILY ACCESSIBLE, WHERE THEY WILL NOT BE EXPOSED TO PHYSICAL DAMAGE AND NOT IN THE VICINITY OF EASILY IGNITABLE MATERIAL SUCH AS IN CLOTHES CLOSETS. 25. PROVIDE A MINIMUM OF ONE OUTDOOR OUTLET ACCESSIBLE AT GRADE LEVEL AND ONE IN HALLWAYS OF 10 FEET OR MORE IN LENGTH OTHER CITY ORDINANCE OR STATE LAW. 26. RETAINING WALLS/POOLS/SPAS/JACUZZIS/ BOUNDARY WALLS/FENCES/TRELLIS/PATIO COVERS REQUIRE SEPARATE PERMITS. 27. Comply with protection of adjoining property by giving a 30 day written notice (by certified mail) by attaching a letter to adjacent property owners, of intent to excavate where excavation is deeper than the foundation of adjoining building and located closer to property line than the depth of excavation.

28. Per section 2512, provide green gypsum board when used as a base for tile or wall panels for tub, shower or water closet compartment walls. Regular gypsum wallboard is permitted under tile or wall panels in other wall and ceiling areas when installed in accordance with Table 25-G. Water-resistant gypsum board shall not 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.

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

30. Plastic electrical boxes are to be clearly identified as approved for 1-hour construction. [710.2.1, 710.3] 31. One open able window with an open able area of not less than 5.7 sq..ft., minimum clear 24" height and 20" width, and a sill height not over 44" above the floor is required in all bedrooms below the fourth story and basement. [310.4] 32. A minimum 12" sq.. access panel to the bathtub trap slip joint connection is required. Show the location and size on the plans. If a solid joint is to be used, clearly state on the plans and no access panel is require. [P.C.405.2] 33. Every stairway shall have a headroom of not than less than 6'-8". Such clearances shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above all points.

34. Each water closet stool should be located in a clear space not less than 30" in width and have a minimum clear space in front of the water closet stool of not less than 24". Note maximum 1.6 gallons/flush for all water closets.

35. 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. 36. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 37. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 33" AND 44" ABOVE THE FLOOR.

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

38. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR IN COMMON AREAS SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 39. 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. 40. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BEVELED WITH A SLOPE NO GREATER THAN 1:2.

41. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 42. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 LBS FOR EXTERIOR DOORS AND 5 LB. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LB..

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

42. STREET ADDRESS MUST BE PROVIDED ON FRONT OF 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 SIGNS WITH MINIMUM 6" HEIGHT BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND AT ALL REQUIRED COMMON AREAS PER PLAN. 44. EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE. 45. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRE-STOPPED WITH AN APPROVED MATERIAL IN ACCORDANCE WITH SECTION 709.6. SPACE BETWEEN PENETRATING MATERIALS(DESCRIBED BELOW ) MUST BE DESIGNED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES. a. COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE THE WALLS OR PARTITIONS, PROVIDED THEY ARE FIRE-STOPPED. b. OPENINGS FOR STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE INCHES ARE PERMITTED PROVIDED OPENINGS DO NOT AGGREGATE MORE THEN 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.

No.

Description

Date

46. DUCTS PENETRATING A FIRE BARRIER WALL MUST HAVE FIRE DAMPERS, CBC 508.4 SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING LOCATIONS a. DUCT PENETRATIONS OF AREA OR OCCUPANCY SEPARATION WALLS WITH RAILINGS OF TWO HOURS OR LESS. b. DUCT PASSING THROUGH HORIZONTAL EXIT WALLS. C. DUCT PENETRATING SHAFTS. D. DUCT PENETRATING FIRE-RESISTIVE ELEMENTS OF FIRE - RATED CORRIDOR WALLS. 47. 2-HR AREA SEPARATION WALL WILL a. EXTEND VERTICALLY FROM 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 713.11.

48. PROVIDE BLOCKING FOR FUTURE GRAB BARS IN ALL TOILETS AND BATHS ON LEVEL SECOND AND FOURTH LEVELS. 49. WALL COVERINGS IN SHOWERS AND TUBS TO BE CEMENT PLASTER , TILE, OR EQUAL TO 70" ABOVE DRAIN. ENCLOSURE MUST BE OF APPROVED SAFETY GLAZING AND DOORS MUST SWING OUT OF SHOWERS. WINDOWS IN ENCLOSURE WALLS SHALL BE LABELED SAFETY GLAZING WHEN LESS THAN 60" ABOVE DRAIN. 50. PROVIDE LOW FLOW TOILETS. SEE CALGreen (CAL) sheets for details.

51. PROVIDE LEVER TYPE OR SIMILAR HARDWARE NOT REQUIRING GRASPING AT DOOR. 52. FOAM PLASTICS SHALL NOT BE USED AS INTERIOR FINISH EXCEPT AS PROVIDED IN CBC 801.8, SEC. 806.4, 2604.2 53. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC T-803.9

TITLE

CODE ANALYSIS Job #

APPLICABLE CODES 2016 CALIFORNIA RESIDENTIAL CODE (CBC) 2016 CALIFORNIA MECHANICAL CODE (CMC) 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA ELECTRICAL CODE (CEC) 2016 CALIFORNIA ENERGY STANDARDS (CBEES) 2016 CALIFORNIA GREEN BUILDING CODE (CalGreen) 2016 CALIFORNIA FIRE CODE (CFC) West Hollywood Municipal Code West Hollywood Specific Plan

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 0.2 Scale

5/31/2018 2:33:01 PM

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

286.31BW 24" SWEET GUM 286.95

287.49

7 288.3

286.1 285.6 7TC 3FL

286.25

PROJECT CONSULTANTS

SCALE: 1" = 8'

OWNER ZACH WESTON zaweston@cpp.edu

JUNE, 2016

ROOF EL.=306.39'

DIRT

9

288.0

TW

14" FIGS 287.21

DIRT

DIRT

2 ST

7.75

28

AIRS

.17

DIRT

1047 SPAULDING AVE.

5 286.2

285.92

T MEN

286.00

RW

3

73

AY

28

7.

91

7.

31.45'

BENCHMARK: PBM STAMPED "13-15471, 2002" IN WEST CURB SPAULDING AVE NORTH, 1FT NORTH OF BCR NORTH OF SANTA MONICA BLVD.

285.52

284.87

285.30

ST

AI

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CITY OF LABM# 13-15471 EL=291.836FT (2000)

284.89

285.47

285.31 CONC.

28 5.

285.5

9

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285.67 285.59

12.03' 285.31

284.91

AY

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284.59

285.25

CONC.

285.01

285.22

284.86

285.00

284.9

284.68

284.7

2

4

28

284.08

285.10

6.8

28

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ROOF EL.=300.27'

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28

286.7

9 DO

1041 SPAULDING AVE.

286.40 DOOR

AY

283.99

DIRT

284.38

S

CONC.

283.79BW

Description

Date

283.8

5 ST

284.82

284.01

283.63

283.54

283.2 282.7 9TC 8FL

LEGEND:

AIRS

22" SWEET GUM 283.66

284.98 DIRT 284.37

36.64'

A.C.

284.36

A.C. BW CONC. D/W E FF FL N S TC TG TW W

7.57'

24" FICUS 284.42

284.30

284.97

284.90 STAIR

284.84

284.37

284.24

6.84'

284.19

130.07'

284.23

N89째23'56"W

284.40 284.01

ROOF EL.=307.71' NEIGHBOR'S BLDG.

284.42

.49

NEIGHBOR'S BLDG.

283.33

HEDGE

284.68

ITALIAN CYPRESS

284.27

283.02BW

282.96

282.7 282.2 3TC 0FL

282.74

EDGE OF PAVEMENT ELECTRIC METER FENCE, CHAIN-LINK FENCE, WOOD FENCE, WIRE GAS METER LIGHT POLE POWER POLE PROPERTY LINE SEWER MANHOLE

DIRT

283.70

2

52.5 ROOF EL.=312.63'

282.50BW

282.2 281.6 5TC 9FL

282.18

ASPHALT CONCRETE BACK OF WALK CONCRETE DRIVEWAY EAST FINISHED FLOOR FLOWLINE NORTH SOUTH TOP OF CURB TOP OF GRATE TOP OF WALL WEST BUILDING LINE CENTERLINE CLEANOUT

288.77

284.42

286

NOTE: THIS SURVEY DOES NOT INCLUDE EASEMENTS, UNDERGROUND PUBLIC UTILITIES OR OTHER SUBSTRUCTURES, OR ZONE EASEMENTS, SETBACK OR STREET WIDENING DATA IF APPLICABLE. A PRELIMINARY TITLE REPORT, PREPARED BY FNTG BUILDER SERVICES AS ORDER NO. 00053215-997-LT1-JC4, DATED APRIL 7, 2016 LISTS TWO PUBLIC OR PRIVATE UTILITY EASEMENTS WITHOUT DESCRIBING THEIR LOCATIONS OR PROVIDING A COPY OF THE DOCUMENTS LISTED. WE MAKE NO GUARANTEES AS TO THE ACCURACY OR COMPLETENESS OF THAT REPORT. IF THE EXISTING GRADES SHOWN ON THIS MAP ARE TO BE USED FOR CONSTRUCTION PURPOSES, IT IS THE RESPONSIBILITY OF THE PARTY USING THIS MAP TO VERIFY THE VERTICAL DATUM BY CHECKING BETWEEN AT LEAST FIVE EXISTING GRADES SHOWN HEREON. IF THE INFORMATION ON THIS MAP IS TO BE INCLUDED IN CONSTRUCTION PLANS, THIS MAP IN ITS ENTIRETY MUST BE MADE A PART OF THOSE CONSTRUCTION PLANS.

No.

284.97 ST AIRS

286.22

ORW

284.14

284.01

284.64

284.91

STAIRS

285.05

14" TREE 283.85

L.S. 5748

284.60

286.58 286.52

WAY

DECK

10" LOQUAT 284.23

LAWRENCE J. SCHMAHL

AY

R OO 9D

DIRT

284.22

BY:

283.7 283.1 4TC 4FL

284.10

W

5 4.5 28

285.00

NEIGHBOR'S BLDG.

27.5' 284.38 284.12

DIRT

6

.82

CRAIG KNIGHT C/O TECHNA LAND COMPANY 284.12

7

284.9 284.51

CLIENT

283.5 283.4 6TC 3FL

36.77'

285.33

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

284.38

D/W

CONC.

284.65 284.77

CONC.

NAVD 1988

FOR:

284.82

DIRT

285.21

285.31

284.2 283.7 8TC 8FL

284.29BW

285.20 CONC.

284.95

284.83

285.19

WAY

RW

285.22

285.32 DOOR

285.20

285.61

285.32

ROOF EL.=297.24'

O

ELDERBERRY

GARAGE

DO

DIRT

35 5.

28

284.99 285.09

285.12

CODE ANALYST ANDREW THUL athul@cosentini.com

284.88

287.90

RS

285.59

285.83

284.7 284.2 4TC 22FL

284.94BW

DIRT

80

285.55

100.03'

286.29

285.94

ROOF EL.=299.59'

LEGAL DESCRIPTION: LOT 169 AND 170 OF MCNAIR PLACE, IN THE CITY OF WEST HOLLYWOOD, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 22, PAGE 40 OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

12" MAGNOLIA 285.16

PORCH

ST

AI

28

.90

285

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

ZACH WESTON 7.

CONC.

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

A.C.

O

.0

28

286.01

DO

R DOO

GARAGE

285.08

284.51

00

28 8

286.11

286.02

285.44

286.26

8.

ROOF EL.=304.97'

.80

286.0 3FF

DIRT

N0째17'10"W

28

287

E BAS

286.0 9

285.3 284.8 2TC 2FL

285.51BW 31.14'

.99

287.84

6.14'

287.06

286

AY RW DOO

287

AIRS

287.19

2

52.5

TITLE

TOPOGRAPHIC SURVEY Job #

SPOT ELEVATIONS

01

Date

STREET LIGHT BOX

Size

TREE (NOT A DRIP LINE)

Drawn by

31 May 2018 24 x 36 LAWRENCE J. SCHMAHL

Revi sion #

WALL WATER METER WATER VALVE

00

G 0.3

JOB# 12462

Scale

5/31/2018 2:33:04 PM

1 ST

286.1

DIRT

287.25

287.02

.02

5

286.30

130.06'

287.21

287.15

287

286 .7

287.7

287 .11

287.18

100.03'

6" CITRUS 287.13

287.12

N0째17'10"W

287.20

3.77'

286.73

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

.09

N89째23'56"W

286.84 286.28

286.26

.38

38

287.28

28 8

.01 TW

287

2.77'

TW

288.03

28 8

CONC. 287.95

.95

2.74'

28 7

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

DIRT

NEIGHBOR'S BLDG.

FIRE DEPARTMENT NOTES:

13.FIRESTOPPING - ALL FIRE STOPPING FOR THE PROJECT SHALL BE CONSOLIDATED UNDER THE RESPONSIBILITY OF A SINGLE FIRE-STOPPING SPECIALTY CONTRACTOR. 14.EMERGENCY RESPONDER RADIO COVERAGE: ALL NEW BUILDINGS SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING BASED UPON THE EXISTING COVERAGE LEVELS OF THE CITY OF GLENDALE PUBLIC SAFETY COMMUNICATIONS SYSTEMS (CFC 510). PROVIDING SUCH COVERAGE SHALL NOT REQUIRE IMPROVEMENT OF THE EXISTING PUBLIC SAFETY COMMUNICATIONS SYSTEMS. PLANS AND FIRE PERMIT APPLICATION TO INSTALL A WIRED COMMUNICATION SYSTEM SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT. FOR TECHNICAL SPECIFICATIONS AND SYSTEM INSTALLATION, COORDINATE WITH THE CITY OF GLENDALE'S INFORMATION SYSTEMS DEPARTMENT - WIRELESS COMMUNICATIONS SECTION (PHONE 818-548-3733). FINAL INSPECTION ON THE SYSTEM SHALL BE APPROVED PRIOR TO ANY OCCUPANCY OR FPB FINAL INSPECTION. 15.FIRE PERMITS: THE FOLLOWING PERMITS3 ARE REQUIRED FROM THE FIRE DEPARTMENT: FIRE SPRINKLER FIRE ALARM ASSEMBLY EMERGENCY RESPONDER RADIO COVERAGE MID-RISE BUILDING 16.REQUIRED GFD INSPECTIONS: FOR ALL INSPECTIONS, CALL 818-548-4810. FIRE DEPARTMENT INSPECTIONS FOR THIS PROJECT ARE: UNDERGROUND ROUGH/HYDRO (PRIOR TO COVERING PIPE) UNDERGROUND FLUSH (WITNESSED SEPARATELY BY GFD AND GWP) OVERHEAD FIRE SPRINKLER ROUGH/HYDRO INSPECTION (PRIOR TO COVERING ANY PIPING).

FIRE ALARM ROUGH INSPECTION (PRIOR TO COVERING ANY WIRING/CONDUIT).

TEMPORARY STANDPIPE DURING CONSTRUCTION SPRINKLER WELD INSPECTION STANDPIPE ROUGH/HYDRO FIRE SPRINKLER FINAL STANDPIPE FINAL FIRE ALARM FINAL EMERGENCY RESPONDER RADIO COVERAGE FIRE PREVENTION BUREAU FINAL; CONTRACTOR MUST REQUEST A SEPARATE INSPECTION. FPB FINAL INSPECTION INCLUDES, BUT IS NOT LIMITED TO: FIRE EXTINGUISHERS; SIGNAGE; DOOR HARDWARE AND MEANS OF EGRESS; EMERGENCY/EXIT LIGHTING, LANDSCAPING; ETC. 1 FIRE DEPARTMENT CONNECTION (FDC): APPROVAL FROM THE FIRE DEPARTMENT. 2 FIRE DEPARTMENT EMERGENCY ACCESS: LANDINGS SHALL BE PROVIDED UNDERNEATH BEDROOM WINDOWS OR DOORS WHEN STEPS ARE USED TO PROVIDE FIRE DEPARTMENT ACCESS AROUND THE BUILDING. ARCHITECT SHALL REVISE ALL ARCHITECTURAL AND LANDSCAPE PLANS FROM ANY PRESENT OR FUTURE OBSTRUCTIONS THAT MAY HINDER ACCESS AND PLACEMENT OF FIRE DEPARTMENT LADDERS.

1. ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH THE HEALTH AND SAFETY CODE (HSC) SECTION 13145, CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19; TITLE 24, 2010 EDITION:

c.9. EXCEPT AS IS OTHERWISE PROVIDED HEREIN, EVERY FIRE ACCESS ROADWAY SHALL CONFORM FULLY TO THE REQUIREMENTS OF SECTION 14.25.020(F) OF THIS CODE.

PART 1

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.

PART 2 PART 3 PART 4

c.11. FIRE ACCESS ROADWAY- PARKING PROHIBITED. NO 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.

PART 5 PART 5 PART 9 2. FIRE DEPARTMENT INSPECTIONS AREA REQUIRED. SCHEDULE ALL INSPECTIONS IN ADVANCE.

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 LINEAL 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)

3. CONTACT THE GLENDALE WATER DEPARTMENT PRIOR TO ORDERING THE WATER METER TO COMPLY WITH THEIR REQUIREMENTS FOR RESIDENTIAL FIRE SPRINKLER SYSTEM 4. NO APPROVAL FOR A TEMPORARY C OF O, NOR A FINAL C OF O, WILL BE PROVIDED BY THIS DEPARTMENT UNTIL ALL FIRE AND LIFE SAFETY SYSTEM (I.E. AUTOMATIC FIRE SPRINKLERS AND/OR AUTOMATIC FIRE ALARM AND DETECTION SYSTEMS) ARE REVIEWED, APPROVED FOR PERMIT, INSTALLED, INSPECTED, TESTED AND FINAL ACCEPTANCE IS IN WRITING. THIS REQUIREMENT SHALL BE INCLUDED IN THE GENERAL NOTES SECTION ON THE PLAN. 5. ALL REFERENCES, DRAWINGS, NOTES, AND DETAILS REFERRING TO FIRE SPRINKLERS AND STANDPIPE SYSTEMS; FIRE DEPARTMENT ACCESS, FIRE HYDRANT AND UNDERGROUND SYSTEMS, FIRE ALARM AND REFRIGERANT GAS DETECTION AND NOTIFICATION 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 GLENDALE FIRE DEPARTMENT AND SHALL NOT BE INSTALLED UNTIL SEPARATE SUBMITTALS HAVE BEEN REVIEWED AND APPROVED BY THE GLENDALE FIRE DEPARTMENT. 6. ANY AND ALL REFERENCES PERTAINING TO ANY OF THOSE ITEMS PREVIOUSLY IDENTIFIED ABOVE ARE ONLY FOR CONTRACTOR INFORMATION AND ARE NOT TO BE CONSTRUED AS BEING APPROVED BY THE GLENDALE FIRE DEPARTMENT. 7. STORAGE OF CONSTRUCTION MATERIALS IN THE PUBLIC RIGHT-OF-WAY IS NOT PERMITTED, SPECIFY ON SITE PLAN THE PROPOSED LOCATION OF THE STORAGE OF CONSTRUCTION MATERIALS. NOTE: IN TIMES OF HIGH FIRE HAZARD IN BRUSH AREAS, TEMPORARY FIRE PROTECTION OF THE CONSTRUCTION MATERIALS MAY BE REQUIRED. 8. A MANUAL AND AUTOMATIC FIRE ALARM AND 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 GLENDALE FIRE DEPARTMENT WITHIN 30-DAYS OF THE FINAL REVIEW OF THE ARCHITECTURAL PLANS. NO WORK ON THIS SYSTEM SHALL BE STARTED PRIOR TO THE APPROVAL OF PLANS AND THE ISSUANCE OF A FIRE DEPARTMENT PERMIT. a. PROVIDE APPROVED HARDWIRED SMOKE DETECTOR(S), WITH BATTERY BACKUP, IN EACH SLEEPING ROOM, HALLWAYS ADJACENT TO SLEEPING ROOMS AND AT THE TOP OF STAIRWAYS. ALL SMOKE ALARMS ARE TO BE INTERCONNECTED FOR ALARM SOUNDERS. ALL SOUNDERS ARE TO PRODUCE A CODED TEMPORAL PATTERN. ALL SMOKE ALARMS ARE TO BE UL 217 CALIFORNIA STATE FIRE MARSHAL LISTED. ALL SMOKE ALARMS ARE TO BE MANUFACTURED BY THE SAME COMPANY AND COMPATIBLE WITH EACH OTHER. I. SMOKE DETECTORS ARE NOT PERMITTED TO BE INSTALLED WITHIN 3-FEET OF ANY SUPPLY OR RETURN AIR REGISTER. II. RELOCATE ALL SMOKE DETECTORS AWAY FROM 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 SERVING 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. b. 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 FAILURES 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. C. THE BUILDING DIRECT DIGITAL CONTROL (DDC) SYSTEM IS NOT PERMITTED TO PERFORM THE FUNCTION OF THE BUILDING FIRE ALARM SYSTEM UNLESS LISTED BY UL AS (UUKL) FOR SMOKE CONTROL SYSTEM AND UL 864 FIRE CONTROL EQUIPMENT. 10. SEPARATE SUBMITTAL REQUIRED-UNDERGROUND FIRE SYSTEMS PROVIDE CIVIL DRAWINGS CLEARLY INDICATING THE HYDRANT LOCATIONS, NEW AND EXISTING , SERVING THIS PROJECT. CONTACT THE CITY OF GLENDALE WATER DEPARTMENT, TO SCHEDULE A FIRE FLOW TEST(S) FOR THIS PROJECT. PROVIDE A COPY OF THE REPORT THE WATER DEPARTMENT INDICATING THE WATER AVAILABLE FROM 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 GLENDALE FIRE DEPARTMENTS FIRE GROUND OPERATIONAL NEEDS IN ACCORDANCE WITH NATIONAL RECOGNIZED GOOD ENGINEERING PRACTICES. 11. THE CITY OF GLENDALE FIRE DEPARTMENT SHALL APPROVE ALL-WEATHER FIRE DEPARTMENT ACCESS ROADS. ALL ACCESS ROADS SHALL BE IN PLACE PRIOR TO ANY COMBUSTIBLE MATERIALS PLACED ON SITE. ALL ACCESS ROADS SHALL BE A MINIMUM OF 20 FEET WIDE WITH NO PARKING , HAVE AN UNOBSTRUCTED CLEAR HEIGHT OF 13'-6" MAINTAINED, AND ENGINEERED TO SUPPORT 35,000 GVW (CONTACT PUBLIC WORKS, THEIR REQUIREMENTS MAY BE MORE RESTRICTIVE). ALL ACCESS GATES SHALL BE PROVIDED WITH KNOX LOCK SYSTEMS APPROVED BY THE GLENDALE FIRE DEPARTMENT (KNOX LOCK APPLICATIONS CAN BE OBTAINED AT FIRE DEPARTMENT. 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

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

13. ACCESS SHALL BE IN COMPLIANCE WITH THE CALIFORNIA FIRE CODE (CFC), SECTION 902, AND THE CITY OF GLENDALE GUIDELINES. A SEPARATE PLAN SUBMITTAL AND APPROVED BY THE FIRE DEPARTMENT IS REQUIRED PRIOR TO CONSTRUCTION. 16. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM OR MONITORING SYSTEM(S) SHALL BE APPROVED BY THE GLENDALE FIRE DEPARTMENT PRIOR TO INSTALLATION OR MODIFICATION. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY WORK. CFC, ARTICLE 10 17. IF ADDITIONS OF WALLS AND/OR OTHER TENANT IMPROVEMENTS OBSTRUCT OR EFFECT COVERAGE 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 GLENDALE FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION OR ALTERATION(S). NFPA 13 18. ASSEMBLY OCCUPANCIES SHALL POST A, "MAXIMUM OCCUPANT LOAD OF --------- PERSONS" , SIGN NEAR THE MAIN EXIT FROM EACH ROOM.

20. PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLIES. 21. 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.

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

c.1 THE PAVED HARD-SURFACE OF THE ROADWAY SHALL BE CAPABLE OF SIMULTANEOUSLY SUPPORTING NOT LESS THAN THREE VEHICLES WEIGHING 35,00 POUNDS EACH WITHOUT CAUSING DAMAGE TO THE PAVED HARD - SURFACE OR ANY SUBSTRUCTURE LOCATED BENEATH SAID ROADWAY; AND c.2 NO SLOPE OF SAID ROADWAY SHALL EXCEED A GRADE OF 12 PERCENT 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 DISTANCE OF ANY OF ANY SAID ROADWAY SHALL BE MEASURED AS TRAVEL DISTANCE ALONG THE CENTER OF THE ROADWAY STARTING AT THE CURB LINE OF THE PUBLIC STREET TO WHICH IT WAS ACCESS; AND c.4. NO SUCH ROADWAY SHALL BE CONTAINED WITHIN, OR ENCLOSED IN ANY BUILDING; AND c.5. NO SUCH ROADWAY SHALL BE ADJACENT TO ANY WALL. FENCE OR LANDSCAPING WHICH MAY IMPAIR CLEAR AND READY FIRE DEPARTMENT ACCESS TO THE BUILDING; AND c.6. NO SUCH ROADWAY SHALL HAVE AN ELEVATION DIFFERENTIAL IN EXCESS OF THREE FEET BETWEEN THE LOWEST LEVEL OF THE ROADWAY AND THE LOWEST LEVEL OF THE ADJACENT BUILDING; AND c.7. FIRE ACCESS ROADWAY SIGNS APPROVED BY THE FIRE CHIEF SHALL BE POSTED ON BOTH SIDES OF THE FIRE ACCESS ROADWAY IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 14.25.130.

UNDERGROUND FIRE LINE PENETRATION THROUGH EXTERIOR WALLS SCALE: NONE

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

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

25. 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.

26. 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 27. 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 28. ALL ROOF OR EXTERIOR MOUNTED DUCT-SMOKE DETECTORS SHALL BE LISTED AS AN EXTERIOR ASSEMBLY PER U.L. AND CSFM. 29. ACTUATION OF SMOKE/FIRE DAMPERS AND FIRE-RATED DOOR ASSEMBLIES WITH MAGNETIC HOLDERS SHALL COMPLY WITH CBC 713.10,905.9.3(4) FOR PASSIVE SMOKE CONTROL SYSTEMS.

No.

Description

Date

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

a. FIRE DEPARTMENT ACCESS REQUIREMENTS - 14.25.020 DEFINITIONS.

c. "FIRE ACCESS ROADWAY" MEANS A PAVED HARD - SURFACE ALL -WEATHER ROADWAY OF NOT LESS THAN 20 FEET IN CLEAR WIDTH WITH A MINIMUM VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET, 6 INCHES, AND WHICH SATISFIES EACH OF THE FOLLOWING REQUIREMENTS:

OWNER ZACH WESTON zaweston@cpp.edu

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

32.1b. "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 THAN 30 FEET IN LENGTH AS MEASURED FROM THE CURB LINE AXIS OF THE EMERGENCY FIRE ACCESS ROADWAY, OR A CIRCULAR TURNAROUND WITH A RADIUS OF NOT LESS THAN 40 FEET OR OTHER CONFIGURATION AS APPROVED BY THE FIRE CHIEF.

PROJECT CONSULTANTS

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

32.2- 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. 32.2.132.2.2-

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 FROM OPENINGS INTO BATHROOMS SO AS TO MINIMIZE FALSE ALARMS STEAM CONTACTING THE SMOKE DETECTORS.

TITLE

FIRE SAFETY CODES Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

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.

00

G 0.4 Scale

5/31/2018 2:33:10 PM

1. ADDRESS NUMBERS: APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET, ROAD, ALLEY, AND WALKWAYS GIVING ACCESS TO AND WITHIN THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 6 INCHES (152 MM) HIGH WITH A MINIMUM STROKE ARE ON THE EXTERIOR). NUMBER HEIGHT AND STROKE WIDTH SHALL BE INCREASED AS NEEDED FOR LEGIBILITY BASED ON VISIBILITY DISTANCE. 2. FIRE EXTINGUISHERS: PROVIDE A FIRE EXTINGUISHER (MIN. 2A-10BC) WITHIN A RECESSED OR SEMI-RECESSED CABINET WITHIN 75 FEET TRAVEL DISTANCE FROM ALL POINTS IN THE OCCUPANCY; THE EXTINGUISHER SHALL BE MOUNTED ON A HOOK WITHIN THE CABINET (ELEVATED OFF CABINET FLOOR); THE TOP OF THE FIRE EXTINGUISHER CABINET SHALL BE NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE FLOOR; EXTINGUISHERS SHALL BE PLACED IN EASILY ACCESSIBLE LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE FOR USE. 3. FIRE SPRINKLERS / STANDPIPE SYSTEM: A COMPLETE AUTOMATIC FIRE SPRINKLER / STANDPIPE SYSTEM SHALL BE INSTALLED THROUGHOUT THE STRUCTURE IN ACCORDANCE WITH THE RECOMMENDATIONS OF NFPA 13 AND THE REQUIREMENTS OF THE GLENDALE FIRE DEPARTMENT. PLANS AND PERMIT APPLICATION SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT. RISER AND ALL SPRINKLER PIPING SHALL BE CONCEALED; NO EXPOSED PIPING ON EXTERIOR PERMITTED. QUICK RESPONSE SPRINKLER HEADS ARE REQUIRED THROUGHOUT THE STRUCTURE UNLESS CONTRA-INDICATED. 4. TEMPORARY STANDPIPE - A TEMPORARY STANDPIPE SHALL BE INSTALLED UNDER PLANS AND FIRE DEPARTMENT PERMIT WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 FEET IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS IN ACCORDANCE WITH 2013 CALIFORNIA FIRE CODE SECTION 1413.

5. FIRE ALARM - PROVIDE A FIRE ALARM SYSTEM CAPABLE OF NOTIFYING THE OCCUPANTS, AUDIBLY AND VISUALLY, UPON ACTIVATION OF THE AUTOMATIC FIRE SPRINKLER SYSTEM. THE FIRE ALARM SYSTEM SHALL BE INSTALLED BY A U.L. LISTED FIRE ALARM INSTALLATION COMPANY. UPON COMPLETION OF THE INSTALLATION A SERIALIZED CERTIFICATE SHALL BE ISSUED IN ACCORDANCE WITH THE LISTING AGREEMENT BETWEEN THE INSTALLER AND UNDERWRITERS LABORATORIES. PLANS AND PERMIT APPLICATION SHALL BE SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF THE BUILDING PERMIT. WORK ON THE FIRE ALARM SYSTEM SHALL BE DONE ONLY BY A QUALIFIED UL LISTED FORM ALARM CONTRACTOR WHO WILL PROVIDE THE GLENDALE FIRE DEPARTMENT WITH A COPY OF A UL CERTIFICATE CERTIFYING PROPER INSTALLATION OF THE SYSTEM AND MINIMUM ONE (1) YEAR TESTING AND MAINTENANCE AGREEMENT PRIOR TO FINAL INSPECTION. SUCH SYSTEM SHALL BE MONITORED BY A U.L. LISTED CENTRAL STATION IN ACCORDANCE WITH 2013 CFC SECTION 903.4.

6. EMERGENCY LIGHTING: EMERGENCY LIGHTING SHALL COMPLY WITH THE PROVISIONS OF 2013 CBC THE MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN (1) FOOT-CANDLE AT THE WALKING SURFACE LEVEL. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL AREAS PER CODE. 7. EXIT SIGNS: EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL COMPLY WITH PROVISIONS OF THE 2013 CBC 1011 AND BE ILLUMINATED AT ALL TIMES. 8. SMOKE DETECTORS: SMOKE DETECTORS IN RESIDENTIAL UNITS SHALL BE WIRED TO THE BUILDING ELECTRICAL SYSTEM, BE EQUIPPED WITH BATTERY BACKUP, AND EMIT A SIGNAL WHEN BATTERIES ARE LOW. SMOKE ALARMS SHALL BE INTERCONNECTED, SO THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OTHER ALARMS. 9. CARBON MONOXIDE DETECTORS: CARBON MONOXIDE DETECTORS IN RESIDENTIAL UNITS BE HARDWIRED FROM THE BUILDING POWER SUPPLY AND EQUIPPED WITH BATTERY BACKUP. DETECTORS SHALL BE INTERCONNECTED WHERE MORE THAN ONE DETECTOR IS INSTALLED, AND SHALL BE INSTALLED AND MAINTAINED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S), AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. 10.DOOR OPERATIONS: ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE, OR EFFORT. THE UNLATCHING OF ANY EXIT DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. 11.LOCKS AND LATCHES: THE LOCKING DEVICE FOR THE MAIN EXTERIOR EXIT DOOR(S) OF EACH RETAIL SPACE SHALL BE READILY DISTINGUISHABLE AS LOCKED. DOOR SHALL ALSO HAVE A VISIBLE DURABLE SIGN STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. ON THE EGRESS SIDE OR ADJACENT TO THE DOOR. 12.DOORS/GATES SHALL BE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION AND FINISHES IN ACCORDANCE WITH 2013 CBC/CFC SECTION 1008.1.

KEY NOTES LINE LEGEND PROPERTY LINE SETBACK CENTERLINE OF STREET FOUNDATION FOOTINGS/ PADS EXTERIOR BEARING WALL - 2 HR. FIRE RATING INTERIOR BEARING WALL - 1 HR. FIRE RATING INTERIOR NONBEARING WALL - 0 HR. FIRE RATING SEPARATION PARTITION - 1 HR. FIRE RATING

NEIGHBOR'S BLDG.

S-2 ABOVE R-2 - 3 HR. FIRE RATING

REINFORCED CONCRETE

11'-10"

5'-0"

HATCH LEGEND 130.06'

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

42'-0"

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

104 1 BED

205 TH

100.03'

102 1 BED

202 TH

105 1 BED

206 TH

101 1 BED

201 TH

CLIENT

106 1 BED

15'-0"

27'-6" FROM PROP. LINE TO CENTER STREET

No.

Description

Date

DRIVEWAY ENTRY

130.07' N89°23'56"W TITLE

FIRE ACCESS SITE PLAN Job #

NEIGHBOR'S BLDG.

01

Date

31 May 2018

Size Drawn by Revi sion #

N

0

2

4

8

24 x 36 ZACH WESTON

G 1.1

16FT

FIRE LIFE SAFETY: SITE PLAN SCALE: 1/8" = 1'-0"

00

4

Scale

5/31/2018 2:33:19 PM

204 TH

203 TH

15'-10"

103 1 BED

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

N0°17'10"W

ELEV.

5'-0"

100.03'

ZACH WESTON

KEY NOTES LINE LEGEND PROPERTY LINE SETBACK CENTERLINE OF STREET FOUNDATION FOOTINGS/ PADS EXTERIOR BEARING WALL - 2 HR. FIRE RATING INTERIOR BEARING WALL - 1 HR. FIRE RATING INTERIOR NONBEARING WALL - 0 HR. FIRE RATING SEPARATION PARTITION - 1 HR. FIRE RATING S-2 ABOVE R-2 - 3 HR. FIRE RATING

HATCH LEGEND REINFORCED CONCRETE

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

Mechanical Space

x 17

9

6 3/8" x 11"

CODE ANALYST ANDREW THUL athul@cosentini.com

10 11

8

12

7

13

6

14

5

15

4

16

3

17

2 1 UP

ZACH WESTON

9'

9'

9'

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT 161'-2"

80'-0"

9'

9'

9'

UP

9'

1 2

18'

17

3

No.

16

4

Description

Date

15

5

14

6

13

7

12

8 x 17

11

6 3/8" x 11"

10

9

SLOPE 20% MAX

SLOPE 10% MAX

71'

TITLE

FIRE AND LIFE SAFETY PLAN PARKING LEVEL

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 1.2 FIRE LIFE SAFETY: PARKING PLAN SCALE: 1/8" = 1'-0"

4

Scale

5/31/2018 2:33:24 PM

SLOPE 10% MAX

KEY NOTES LINE LEGEND PROPERTY LINE SETBACK CENTERLINE OF STREET FOUNDATION FOOTINGS/ PADS EXTERIOR BEARING WALL - 2 HR. FIRE RATING INTERIOR BEARING WALL - 1 HR. FIRE RATING INTERIOR NONBEARING WALL - 0 HR. FIRE RATING SEPARATION PARTITION - 1 HR. FIRE RATING S-2 ABOVE R-2 - 3 HR. FIRE RATING MEANS OF EGRESS

5'

OUTDOOR AREAS (SECTION 1004.5:) YARDS, PATIOS, COURTS, AND SIMILAR OUTDOOR AREAS ACCESSIBLE TO AND USABLE

BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS AS REQUIRED BY THIS CHAPTER EXCEPT: 1. OUTDOOR AREAS USED EXCLUSIVELY FOR SERVICE OF THE BUILDING AND NEED ONLY HAVE ONE MEANS OF EGRESS. 2. BOTH OUTDOOR AREAS ASSOCIATED WITH GROUP R-3 AND INDIVIDUAL DWELLING UNITS R-2

SETBACK

STAIRWAYS (SECTION 105.1:) FOR OTHER THAN GROUP H AND I-2 OCCUPANTS, THE CAPACITY, IN INCHES, MEANS OF EGRESS AND STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2" PER OCCUPANT IN A BUILDING EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.2 AND EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2.

9

8 7

10

6

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

11

5 4

5

3

ZACH WESTON

UP

DN

6 3/8" x 11"

3 2

1

x 17

4

2 1

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

15'

DN

x 17

UP

15'

6 3/8" x 11"

1 2

1

3

No.

2

4

Description

Date

3

5

4 5

11

6

10

7 8

5'

9

TITLE

FIRE AND LIFE SAFETY PLAN GROUND FLOOR

Job #

01

Date

31 May 2018

Size

24 x 36 ZACH WESTON

Revision #

00

G 1.3 FIRE LIFE SAFETY: GROUND FLOOR PLAN SCALE: 1/8" = 1'-0"

4

Scale

5/31/2018 2:33:29 PM

Drawn by

KEY NOTES LINE LEGEND PROPERTY LINE SETBACK CENTERLINE OF STREET FOUNDATION FOOTINGS/ PADS EXTERIOR BEARING WALL - 2 HR. FIRE RATING INTERIOR BEARING WALL - 1 HR. FIRE RATING INTERIOR NONBEARING WALL - 0 HR. FIRE RATING SEPARATION PARTITION - 1 HR. FIRE RATING S-2 ABOVE R-2 - 3 HR. FIRE RATING MEANS OF EGRESS OUTDOOR AREAS (SECTION 1004.5:) YARDS, PATIOS, COURTS, AND SIMILAR OUTDOOR AREAS ACCESSIBLE TO AND USABLE

BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS AS REQUIRED BY THIS CHAPTER EXCEPT: 1. OUTDOOR AREAS USED EXCLUSIVELY FOR SERVICE OF THE BUILDING AND NEED ONLY HAVE ONE MEANS OF EGRESS. 2. BOTH OUTDOOR AREAS ASSOCIATED WITH GROUP R-3 AND INDIVIDUAL DWELLING UNITS R-2 STAIRWAYS (SECTION 105.1:) FOR OTHER THAN GROUP H AND I-2 OCCUPANTS, THE CAPACITY, IN INCHES, MEANS OF EGRESS AND STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2" PER OCCUPANT IN A BUILDING EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.2 AND EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2.

9

8 7

10

6

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

11

5

12

4

13

3

12

3

11

10

4

5

9

6

8

12

3

11

4

9

5

9

6

8

6

8

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

7

30' to St

airs

CLIENT

12

2

13

1

13

1

14

17 16

1

15

No.

2

14

Description

Date

3

13

4

12

5

11

6

10

7 8

9

TITLE

FIRE AND LIFE SAFETY PLAN SECOND FLOOR

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 1.4 FIRE LIFE SAFETY: SECOND FLOOR PLAN SCALE: 1/8" = 1'-0"

4

Scale

5/31/2018 2:33:34 PM

2

11" x 17

3

12

UP

10

5

6 3/8" x

4

11

7 1/2" x 11" x 14

5

10

3

UP

6

9

4

11

7 1/2" x 11" x 14

8

5

10

3

UP

6

9

4

14

4

46' to Stairs 46' to Stairs

30' to Stairs

8

5

7 1/2" x 11" x 14

6

9

1

11

10

DN

8

13

12

3

7

10

2

13

2

32' to Stairs

7

12

14

1

7

32' to Stairs

11

7 1/2" x 11" x 14

7 1/2" x 11" x 14

7 1/2" x 11" x 14

DN

13

2

13

2

7

7

14

1

1

UP

UP

14

UP

6 3/8" x

15 16 17

11" x 17

14

2 1

14

PROJECT CONSULTANTS

KEY NOTES LINE LEGEND PROPERTY LINE SETBACK CENTERLINE OF STREET FOUNDATION FOOTINGS/ PADS EXTERIOR BEARING WALL - 2 HR. FIRE RATING INTERIOR BEARING WALL - 1 HR. FIRE RATING INTERIOR NONBEARING WALL - 0 HR. FIRE RATING SEPARATION PARTITION - 1 HR. FIRE RATING S-2 ABOVE R-2 - 3 HR. FIRE RATING MEANS OF EGRESS OUTDOOR AREAS (SECTION 1004.5:) YARDS, PATIOS, COURTS, AND SIMILAR OUTDOOR AREAS ACCESSIBLE TO AND USABLE

BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS AS REQUIRED BY THIS CHAPTER EXCEPT: 1. OUTDOOR AREAS USED EXCLUSIVELY FOR SERVICE OF THE BUILDING AND NEED ONLY HAVE ONE MEANS OF EGRESS. 2. BOTH OUTDOOR AREAS ASSOCIATED WITH GROUP R-3 AND INDIVIDUAL DWELLING UNITS R-2

35' to Stair

35' to Stair

s

s

STAIRWAYS (SECTION 105.1:) FOR OTHER THAN GROUP H AND I-2 OCCUPANTS, THE CAPACITY, IN INCHES, MEANS OF EGRESS AND STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2" PER OCCUPANT IN A BUILDING EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.2 AND EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2.

37

' to

St air

1

1

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

1

1

2

1

2

1

2

2

3

2

3

2

3

3

4

3

4

3

4

4

5

4

5

4

5

5

6

5

6

5

6

9

7

9

7

9

7

8

OWNER ZACH WESTON zaweston@cpp.edu

DN UP

DN UP

UP

DN

s

PROJECT CONSULTANTS

8

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

8

CLIENT

8

8

8

9

9

9

7

7 5

6

5

5

4

5

4

4

3

4

3

4

3

3

2

3

2

3

2

2

1

2

1

2

1

DN

1

No.

DN

1

DN

1

UP

6

4

UP

5

5

UP

6

37

35' to Stair

s

' to

Description

Date

St

air s

35' to Stair

s

TITLE

FIRE AND LIFE SAFETY PLAN THIRD FLOOR

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 1.5 FIRE LIFE SAFETY: THIRD FLOOR PLAN SCALE: 1/8" = 1'-0"

4

Scale

5/31/2018 2:33:39 PM

7

KEY NOTES LINE LEGEND PROPERTY LINE SETBACK CENTERLINE OF STREET FOUNDATION FOOTINGS/ PADS EXTERIOR BEARING WALL - 2 HR. FIRE RATING INTERIOR BEARING WALL - 1 HR. FIRE RATING INTERIOR NONBEARING WALL - 0 HR. FIRE RATING SEPARATION PARTITION - 1 HR. FIRE RATING S-2 ABOVE R-2 - 3 HR. FIRE RATING MEANS OF EGRESS

Sta irs 22' to

1

2

2

3

4

4

5

5

8

13 12

7

15 14

8

9

13

10

12

11

11

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

3 4 5 7 1/2" x 11" x 17

14

6

16

OWNER ZACH WESTON zaweston@cpp.edu

DN

DN

1

3

7

15

STAIRWAYS (SECTION 105.1:) FOR OTHER THAN GROUP H AND I-2 OCCUPANTS, THE CAPACITY, IN INCHES, MEANS OF EGRESS AND STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2" PER OCCUPANT IN A BUILDING EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.2 AND EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2.

2

6

16

YARDS, PATIOS, COURTS, AND SIMILAR OUTDOOR AREAS ACCESSIBLE TO AND USABLE

BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS AS REQUIRED BY THIS CHAPTER EXCEPT: 1. OUTDOOR AREAS USED EXCLUSIVELY FOR SERVICE OF THE BUILDING AND NEED ONLY HAVE ONE MEANS OF EGRESS. 2. BOTH OUTDOOR AREAS ASSOCIATED WITH GROUP R-3 AND INDIVIDUAL DWELLING UNITS R-2

1

7 1/2" x 11" x 17

7 1/2" x 11" x 17

DN

22' to

22' to

Sta irs

Sta irs

OUTDOOR AREAS (SECTION 1004.5:)

PROJECT CONSULTANTS

ZACH WESTON

6

16

7

15 14

8

9

13

9

10

12

10

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

11

CLIENT

16

6

10

12

10

12

9

13

9

13

8

14

8

14

7

15

7

15

16

6

5

5

5

4

4

4

3

3

3

2

2

2

1

1

1

tair s to S 22'

s tair to S

No.

Description

Date

DN

DN

DN

22'

16

6

TITLE

FIRE AND LIFE SAFETY PLAN ROOF DECK

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 1.6 FIRE LIFE SAFETY: ROOF PLAN SCALE: 1/8" = 1'-0"

4

Scale

5/31/2018 2:33:44 PM

15

tair s

14

to S

13

8

22'

12

9

7

7 1/2" x 11" x 17

10

11

7 1/2" x 11" x 17

11

7 1/2" x 11" x 17

11

WINDOW CALCULATIONS Level 1 Pink Windows: Openings: 2 Distance: 42' Allowable: Unlimited

ELEVATIONS

Level 2 Blue Windows: Openings: 0 Distance: N/A Allowable: N/A

Pink Windows: Openings: 2 Distance: 42' Allowable: Unlimited

Blue Windows: Openings: 0 Distance: N/A Allowable: N/A PROJECT CONSULTANTS

Level 3 Pink Windows: Openings: 3 Distance: 42' Allowable: Unlimited

OWNER ZACH WESTON zaweston@cpp.edu

Level 4 Blue Windows: Openings: 0 Distance: N/A Allowable: N/A

Pink Windows: Openings: 2 Distance: 42' Allowable: Unlimited

Blue Windows: Openings: 0 Distance: N/A Allowable: N/A

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

EAST ELEVATION

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

Level 1 Pink Windows: Openings: 0 Distance: N/A Allowable: N/A

Blue Windows: Openings: 5 Distance: 15'-6" Allowable: 75%

Pink Windows: Openings: 3 Distance: 6' Allowable: 25%

Blue Windows: Openings: 3 Distance: 15'-6" Allowable: 75%

CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

Level 4

Level 3 Pink Windows: Openings: 3 Distance: 6' Allowable: 25%

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

Level 2

Blue Windows: Openings: 6 Distance: 15'-6" Allowable: 75%

Pink Windows: Openings: 0 Distance: N/A Allowable: N/A

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

Blue Windows: Openings: 0 Distance: N/A Allowable: N/A

CLIENT

SOUTH ELEVATION

Level 2

Level 1 Pink Windows: Openings: 0 Distance: N/A Allowable: N/A

Blue Windows: Openings: 5 Distance: 15'-6" Allowable: 75%

Pink Windows: Openings: 3 Distance: 6' Allowable: 25%

Blue Windows: Openings: 3 Distance: 15'-6" Allowable: 75% No.

Date

Level 4

Level 3 Pink Windows: Openings: 3 Distance: 6' Allowable: 25%

Description

Blue Windows: Openings: 6 Distance: 15'-6" Allowable: 75%

Pink Windows: Openings: 0 Distance: N/A Allowable: N/A

Blue Windows: Openings: 0 Distance: N/A Allowable: N/A

NORTH ELEVATION

Level 2

Level 1 Pink Windows: Openings: 2 Distance: 42' Allowable: Unlimited

Blue Windows: Openings: 0 Distance: N/A Allowable: N/A

Pink Windows: Openings: 2 Distance: 42' Allowable: Unlimited

Blue Windows: Openings: 0 Distance: N/A Allowable: N/A

TITLE

WALL TO WINDOW RATIOS Job #

01

Date

Pink Windows: Openings: 3 Distance: 42' Allowable: Unlimited

Size

Level 4

Level 3 Blue Windows: Openings: 0 Distance: N/A Allowable: N/A

Pink Windows: Openings: 2 Distance: 42' Allowable: Unlimited

31 May 2018

Drawn by

24 x 36 ZACH WESTON

Revision #

Blue Windows: Openings: 0 Distance: N/A Allowable: N/A

00

G 1.7 WEST ELEVATION

Scale

5/31/2018 2:33:50 PM

WINDOW AREA DIAGRAMS

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

ADA GENERAL NOTES Job #

01

Date

31 May 2018

Size

24 x 36 ZACH WESTON

Revision #

00

G 1.8 Scale

5/31/2018 2:34:00 PM

Drawn by

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

ADA GENERAL NOTES cont.

Job #

01

Date

31 May 2018

Size

24 x 36 ZACH WESTON

Revision #

00

G 1.9 Scale

5/31/2018 2:34:10 PM

Drawn by

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

ADA GENERAL NOTES cont.

Job #

01 31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 1.10 Scale

5/31/2018 2:34:20 PM

Date

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

THRESHOLD/LEVEL CHANGES SCALE: 6" = 1'-0"

12

REACH REQUIREMENTS SCALE: 1/4" = 1'-0"

9

DOOR CLEARANCE SCALE: 1/2" = 1'-0"

6

HANDRAIL ANCHORAGE TO WOOD FRAMING SCALE: 3" = 1'-0"

3

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Date

11

TITLE

ADA STAIR DETAILS Job # Date

01 31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 1.11 STAIRS AND HANDRAILS DETAILS SCALE: 3/4" = 1'-0"

4

DOOR CLEAR SPACE SCALE: 3/16" = 1'-0"

4

MANEUVERING CLER./ LEVEL LANDING SCALE: 3/16" = 1'-0"

1

Scale

5/31/2018 2:34:29 PM

STAIR NOSING & HANDRAIL EXTENTIONS SCALE: N.T.S.

Description

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

TYP. TOILET RM. FIXTURE CLEARANCES SCALE: N.T.S.

12

STAIRWAY IDENTIFICATION SIGNAGE SCALE: N.T.S.

9

FIRST FLOOR ELEVATOR CALL BUTTON SCALE: 3" = 1'-0"

6

ELEVATOR CALL BUTTON SCALE: 3" = 1'-0"

3

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

11

TYP. STAIRWAY NUMBER SYSTEM SCALE: 3" = 1'-0"

8

STAIRWAY #1 IDENTIFICATION SIGN SCALE: 3/4" = 1'-0"

5

TYP. ELEVATOR ENTRANCE SCALE: 1" = 1'-0"

Date

2

TITLE

ADA ELEVATOR DETAILS Job # Date

01 31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 1.12 ACCESSIBLE SIGNAGE SCALE: 3" = 1'-0"

7

STAIRWAY #2 IDENTIFICATION SIGN SCALE: 3/4" = 1'-0"

4

ELEVATOR CONTROL PANEL SCALE: 3" = 1'-0"

1

Scale

5/31/2018 2:34:34 PM

TYP. TOILET RM. SIGNAGE PLACEMENT SCALE: N.T.S.

Description

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

12

FIGURE 11B-8 CLEAR FLOOR SPACE @BATH SCALE: 1/4" = 1'-0"

9

GRAB BAR SCALE: 3" = 1'-0"

6

GRAB BARS AT BATHTUBS SCALE: 1/4" = 1'-0"

3

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

TYPICAL GRAB BAR SCALE: N.T.S.

5

GRAB BAR REINF. @ TUB & TOILET SCALE: 1/4" = 1'-0"

Description

Date

2

TITLE

ADA HANDRAIL DETAILS Job # Date

01 31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

G 1.13 DISBLED ACCESS LAVATORY SCALE: N.T.S.

4

RAMP RAILING DETAILS SCALE: 3/16" = 1'-0"

1

Scale

5/31/2018 2:34:40 PM

SHOWER SCALE: 1/4" = 1'-0"

24" SWEET GUM

DIRT

5'-10"

9

8

10

11

PROJECT CONSULTANTS

DIRT

OWNER ZACH WESTON zaweston@cpp.edu

130'

39' 15'

7

NEIGHBOR'S BLDG.

15'-2"

8'-10"

3 A3.1

13'-4"

13'-4"

12'

12'-0"

13'-4"

15'

12'

N89째23'56"W 130.06'

A

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

B

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

9'-4"

DIRT

9'-4"

B

6

5

4

5'-0"

CONC.

A

3

2

5'-10"

1

C

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

A.C.

C

CONC.

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

12" MAGNOLIA

CODE ANALYST ANDREW THUL athul@cosentini.com

21'-6"

21'-6"

DIRT

ZACH WESTON

102 1 BED

202 TH

101 1 BED

201 TH

15'-2"

15'-2"

203 TH

F

204 TH

104 1 BED

205 TH

105 1 BED

206 TH

CONC.

106 1 BED

F

DIRT

G

G

27'-6"

21'-3"

21'-3"

15'-0"

34'-8"

E

NEIGHBOR'S BLDG.

H

H

15'

1

15'-2"

2

8'-10" 10" LOQUAT

3

13'-4" 14" TREE

4

130.07'

13'-4" N89째23'56"W

12'

24" FICUS

5

5'-10"

5'-0"

J

1 A3.1

5'-10"

I

13'-2"

13'-2"

DIRT

6

12'-0"

7

13'-4"

8

ITALIAN CYPRESS

12'

9

HEDGE

10

15'

DRIVEWAY ENTRY

I

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

LEGEND:

A.C. BW CONC. D/W E FF FL N S TC TG TW W

Description

Date

ASPHALT CONCRETE BACK OF WALK CONCRETE DRIVEWAY EAST FINISHED FLOOR FLOWLINE NORTH SOUTH TOP OF CURB TOP OF GRATE TOP OF WALL WEST SELECTED STACK BUILDING LINE CENTERLINE

A.C.

EDGE OF PAVEMENT ELECTRIC METER GAS METER LIGHT POLE POWER POLE PROPERTY LINE SEWER MANHOLE

J

11

TITLE

STREET LIGHT BOX

SITE PLAN

TREE (NOT A DRIP LINE)

NEIGHBOR'S BLDG. DIRT

WALL

Job #

NEIGHBOR'S BLDG.

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revi sion #

00

N

0 1 2

4

8

SITE PLAN SCALE: 1/8" = 1'-0"

A 1.1

16FT

1

Scale

5/31/2018 2:34:44 PM

103 1 BED

100'

100.03'

ELEV.

N0째17'10"W

100.03'

E

D

N SPAULDING AVE

N0째17'10"W

D

KEY NOTES

PROJECT CONSULTANTS

P1

P2

P4

P3

P5

P6

OWNER ZACH WESTON zaweston@cpp.edu

130' 19'-1"

31'-6"

29'-4"

3 A3.1

29'-4"

20'-9"

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

PA

34'-0"

PROJECTED SETBACK

PA

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

° 18'-0"

82

Mechanical Space

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

8

6

12

14

15

16

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

17

6 3/8" x 11"

x 17

9

10

CODE ANALYST ANDREW THUL athul@cosentini.com

10 11

8

12

7

13

6

14

5

15

4

16

3

17

5

2 1 UP

29'-6"

PB

7 9'

13

11

PB

ZACH WESTON

9'

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

9'

9'

9

26'

32'

100'

CLIENT

10'

25'-4"

4

9'

9'

9'

21

20

19

9'

24-0"

9'-6"

18 PC

UP

PC 20'-0"

18'

3

1 2

17

3

16

4

Description

Date

14 13

7

31'-2"

No.

15

5 6

12

8 x 17

11

°

82

6 3/8" x 11"

10

9

34'-0"

2

28'-63 4" SLOPE 10% MAX

SLOPE 20% MAX

51' 71'

10'

1 A3.1

6-0"

1

SLOPE 10% MAX

P1

PD

69'

PROPERTY LINE

P2

P3

P4

P5

P6

TITLE

PARKING PLAN Job #

01

Date

31 May 2018

Size Drawn by Revi sion #

N

0

2

4

8

24 x 36 ZACH WESTON

A 1.2

16FT

PARKING PLAN SCALE: 1/8" = 1'-0"

00

4

Scale

5/31/2018 2:34:49 PM

PD

24" SWEET GUM

PROJECT CONSULTANTS

NEIGHBOR'S BLDG.

DIRT

OWNER ZACH WESTON zaweston@cpp.edu

DIRT

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

CONC.

N89째23'56"W

GRASS

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

130.06'

5'-0"

6' FENCE WALL ALONG PROPERTY LINE

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

34'-3"

PRIVATE DECK 200 SQFT

PRIVATE DECK 200 SQFT

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

A.C.

PRIVATE DECK 295 SQFT

CONC.

CODE ANALYST ANDREW THUL athul@cosentini.com

12" MAGNOLIA GRASS

9

8

7

1047 N SPAULDING

10

6

11

5 4

ZACH WESTON

5

3

UP

DN

1

6 3/8" x

3 2

11" x 17

4

2 1

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

100.03'

N0째17'10"W

ION BRID

PROPOSED SETBACK

CIRCUL AT

CLIENT

2' TALL PLANTER BOX

2' TALL PLANTER BOX

100.03'

N0째17'10"W

4'-0"

GE CENTRA

2' TALL PLANTER BOX

2' TALL PLANTER BOX

L AXIS 8

DEGREE

CONC.

SHIFT

LEGEND: GRASS

27'-6"

DN

x 17

UP

15'-0"

6 3/8" x 11"

1 2

1

3

2

4

3

5

A.C. BW CONC. D/W E FF FL N S TC TG TW W

11

6

10

No.

Description

Date

PLANTER BOX LANDSCAPE/ VEGETATION HARDSCAPE/ CONCRETE

4 5

1041 N SPAULDING

ASPHALT CONCRETE BACK OF WALK CONCRETE DRIVEWAY EAST FINISHED FLOOR FLOWLINE NORTH SOUTH TOP OF CURB TOP OF GRATE TOP OF WALL WEST

7 8

BUILDING LINE CENTERLINE

NEIGHBOR'S BLDG. 9

EDGE OF PAVEMENT ELECTRIC METER

GRASS

DRIVEWAY ENTRY

PRIVATE DECK 200 SQFT

STREET LIGHT BOX TREE (NOT A DRIP LINE)

GRASS

10" LOQUAT

14" TREE

24" FICUS

5'-0"

A.C.

WALL CONCRETE

130.07'

LANDSCAPE

N89째23'56"W

TITLE

GROUND CONTEXT PLAN

UNIT NUMBER AND TYPE

HEDGE ITALIAN CYPRESS

Job # NEIGHBOR'S BLDG.

01

Date

DIRT

31 May 2018

Size Drawn by

NEIGHBOR'S BLDG.

Revision #

N

0

2

4

8

24 x 36 ZACH WESTON

A 1.3

16FT

GROUND CONTEXT PLAN SCALE: 1/8" = 1'-0"

00

1

Scale

5/31/2018 2:34:55 PM

PRIVATE DECK 200 SQFT

GAS METER LIGHT POLE POWER POLE PROPERTY LINE SEWER MANHOLE

KEY NOTES

PROJECT CONSULTANTS

3

2 P2

P1

4

P3

39'

PA

8'-10"

12'

13'-4"

P4

9

8

12'-0"

10

P5

13'-4"

12'

P6 11

OWNER ZACH WESTON zaweston@cpp.edu

15'

PA

4 A4.1

3 A3.1

A

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

B

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

9'-4"

60.0000

9'-4"

B

15'-2"

5'-10"

A

15'

5

13'-4"

7

5'-10"

1

6

C

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

C

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

8 7

10

6

11

5 4

5

3

4

2

PB

UP

DN

1

x 17

3

1

6 3/8" x 11"

2

PB

CODE ANALYST ANDREW THUL athul@cosentini.com

21'-6"

21'-6"

9

ZACH WESTON

D

D

E

E

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

15'-2"

15'-2"

CLIENT

180.0000

F

F

G

G

180.0000

PC

2

21'-3"

1

6 3/8" x 11"

21'-3"

DN

x 17

UP

PC

1

3

2

4

3

5

4

No.

Description

Date

5 11

6

10

7

8

9

60.0000

15'

1

P1

15'-2"

2 P2

8'-10"

3

13'-4"

4

P3

13'-4"

12'

5

6

12'-0"

7

P4

13'-4"

8

15'

12'

9

P5

10

P6 11

I J PD

TITLE

FLOOR PLAN 1 Job #

01

Date

31 May 2018

Size Drawn by Revi sion #

N

0

2

4

8

24 x 36 ZACH WESTON

A 1.4

16FT

FIRST FLOOR/ GROUND PLAN SCALE: 1/8" = 1'-0"

00

4

Scale

5/31/2018 2:35:00 PM

PD

6 A5.2

5'-10"

J

1 A3.1

5'-10"

I

13'-2"

H 13'-2"

H

KEY NOTES

PROJECT CONSULTANTS

1

3

2 15'

15'-2"

6

5

4 8'-10"

13'-4"

7

12'

9

8

13'-4"

12'-0"

10

13'-4"

12'

5'-10"

5'-10"

9'-4"

9'-4"

B

OWNER ZACH WESTON zaweston@cpp.edu

4 A4.2

3 A3.1

A

11 15'

C

A

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

B

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

C

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

8 7

10

6

11

5

12

4

CODE ANALYST ANDREW THUL athul@cosentini.com

21'-6"

21'-6"

9

13

3

13

2

12

3

11

10

4

5

9

6

8

13

2

12

3

11

4

E

7

7 1/2" x 11" x 14

7 1/2" x 11" x 14

DN

14

1

1

UP

D

UP

14

UP

7 1/2" x 11" x 14

15

16 17

6 3/8" x 11"

2 1

x 17

14

14

1

13

2

12

3

11

10

4

10

5

9

5

9

6

8

6

8

7

ZACH WESTON

D

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

E

7

15'-2"

15'-2"

CLIENT

F

F

8

6

9

5

4

10

4

11

3

11

3

12

2

13

1

14

UP

14

1

2

13

1

14

UP

2

13

12

UP

5

10

3

7 1/2" x 11" x 14

9

4 7 1/2" x 11" x 14

5

DN

9

11

17 16

21'-3"

6

10

12

21'-3"

G

7

8

11" x 17

7

6

6 3/8" x

7

8

7 1/2" x 11" x 14

G

1

15

2

14

3

13

4

12

No.

Description

Date

5

11

6

10

7

8

9

5'-10" 15'

1

15'-2"

2

8'-10"

3

13'-4"

4

13'-4"

12'

5

6

12'-0"

7

13'-4"

8

15'

12'

9

I J

11

10

TITLE

FLOOR PLAN 2 Job #

01

Date

31 May 2018

Size Drawn by Revi sion #

N

0

2

4

8

24 x 36 ZACH WESTON

A 1.5

16FT

SECOND FLOOR PLAN SCALE: 1/8" = 1'-0"

00

4

Scale

5/31/2018 2:35:05 PM

J

1 A3.1

5'-10"

I

13'-2"

H 13'-2"

H

KEY NOTES

PROJECT CONSULTANTS

1

3

2 15'

15'-2"

6

5

4 8'-10"

13'-4"

7

12'

13'-4"

9

8 12'-0"

10

13'-4"

12'

5'-10"

5'-10"

9'-4"

9'-4"

B

OWNER ZACH WESTON zaweston@cpp.edu

4 A4.3

3 A3.1

A

11 15'

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

B

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

C

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

1

DN UP

DN

21'-6"

D

UP

UP

DN

21'-6"

C

A

1

1

1

2

1

2

1

2

2

3

2

3

2

3

3

4

3

4

3

4

4

5

4

5

4

5

5

6

5

6

5

6

9

7

9

7

9

7

E

8

8

ZACH WESTON

D

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

E

8

15'-2"

15'-2"

CLIENT

F

F 8

8

9

7

9

7

7

6

5

6

5

4

5

4

5

4

4

3

4

3

4

3

3

2

3

2

3

2

2

1

2

1

2

1

DN

1 DN

1

DN

1

UP

5

5

UP

6

UP

21'-3"

G

8

9

21'-3"

G

Date

13'-2" 5'-10" 15'

1

15'-2"

2

8'-10"

3

13'-4"

4

13'-4"

12'

5

6

12'-0"

7

13'-4"

8

15'

12'

9

I J

11

10

TITLE

FLOOR PLAN 3 Job #

01

Date

31 May 2018

Size Drawn by Revi sion #

N

0

2

4

8

24 x 36 ZACH WESTON

A 1.6

16FT

THIRD FLOOR PLAN SCALE: 1/8" = 1'-0"

00

4

Scale

5/31/2018 2:35:09 PM

J

1 A3.1

5'-10"

I

Description

H 13'-2"

H

No.

KEY NOTES

PROJECT CONSULTANTS

1

3

2 15'

15'-2"

6

5

4 8'-10"

13'-4"

7

12'

9

8

13'-4"

12'-0"

10

13'-4"

12'

5'-10"

5'-10"

9'-4"

9'-4"

B

OWNER ZACH WESTON zaweston@cpp.edu

4 A4.4

3 A3.1

A

11 15'

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

B

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

1

2

2

3

3

4

4

5

5

14

8

13 12

E

4 5 7 1/2" x 11" x 17

7

15

7

15

6

16

ZACH WESTON

7

15

14

8

9

13

9

13

9

10

12

10

12

10

8

14

11

11

CODE ANALYST ANDREW THUL athul@cosentini.com

3

6

16

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

21'-6"

1

2

7 1/2" x 11" x 17

1

6

16

DN

DN

7 1/2" x 11" x 17

D

DN

C

21'-6"

C

A

D

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

E

11

15'-2"

15'-2"

CLIENT

F

F

14

7

15 16

12

10

12

9

13

9

13

8

14

8

14

7

15

7

15

16

6

16

6

5

5

5

4

4

4

3

3

3

2

2

2

1

1

1

21'-3"

13

8

G

11

10

7 1/2" x 11" x 17

9

6

21'-3"

11

12

7 1/2" x 11" x 17

11

10

7 1/2" x 11" x 17

G

Date

13'-2"

13'-2"

H

5'-10"

1 A3.1

5'-10"

15'

1

15'-2"

2

8'-10"

3

13'-4"

4

13'-4"

12'

5

6

12'-0"

7

13'-4"

8

15'

12'

9

I J

11

10

TITLE

FLOOR PLAN 4 Job #

01

Date

31 May 2018

Size Drawn by Revi sion #

N

0

2

4

8

24 x 36 ZACH WESTON

A 1.7

16FT

FOURTH FLOOR PLAN / ROOF DECK SCALE: 1/8" = 1'-0"

00

4

Scale

5/31/2018 2:35:14 PM

J

Description

DN

DN

DN

H

I

No.

KEY NOTES

PROJECT CONSULTANTS

1

3

2 15'

15'-2"

6

5

4 8'-10"

13'-4"

7 13'-4"

12'

9

8 12'-0"

13'-4"

10

11

OWNER ZACH WESTON zaweston@cpp.edu

15'

12'

A

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

B

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

5'-10"

9'-4"

B

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

9'-4"

A

5'-10"

3 A3.1

C

C

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

21'-6"

21'-6"

12" MAGNOLIA

ZACH WESTON

D

D

E

E

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

15'-2"

15'-2"

CLIENT

G

G

21'-3"

F

21'-3"

F

H

Date

13'-2"

13'-2"

1 A3.1

5'-10" 15'

1

15'-2"

2

8'-10"

10" LOQUAT

3

14" TREE

4

24" FICUS 13'-4"

12'

5

13'-4"

6

12'-0"

7

13'-4"

8

ITALIAN CYPRESS

12'

9

15'

10

I J

11

TITLE

HIGH ROOF PLAN Job #

01

Date

31 May 2018

Size Drawn by Revi sion #

N

0

2

4

8

24 x 36 ZACH WESTON

A 1.8

16FT

HIGH ROOF PLAN SCALE: 1/8" = 1'-0"

00

4

Scale

5/31/2018 2:35:19 PM

J

Description

H

5'-10"

I

No.

A

C

B 5'-10"

D

9'-4"

E

21'-6"

F

G

I

H

15'-2"

21'-3"

13'-2"

J 5'-10"

1 A3.1 PROJECT CONSULTANTS

41'-0" Roof

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

32'-0" Roof Deck

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu 20'-0" 3rd Floor

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

10'-0" 2nd Floor ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

0'-0" 1st Floor

CLIENT

WEST BUILDING ELEVATION SCALE: 3/16" = 1'-0"

1

3

2 15'

15'-2"

6

5

4 8'-10"

13'-4"

12'

7 13'-4"

9

8 12'-0"

13'-4"

10 12'

2

11 15'

3 A3.1 No.

41'-0" Roof

Description

Date

32'-0" Roof Deck

2 A5.2

20'-0" 3rd Floor

TITLE

ELEVATIONS Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revi sion #

00

A 2.1

0'-0" 1st Floor

NORTH BUILDING ELEVATION SCALE: 3/16" = 1'-0"

1

Scale

5/31/2018 2:35:27 PM

10'-0" 2nd Floor

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

1

3

2 15'

15'-2"

6

5

4 8'-10"

13'-4"

12'

7 13'-4"

9

8 12'-0"

13'-4"

10 12'

11 15'

3 A3.1 No.

41'-0" Roof

Description

Date

32'-0" Roof Deck

20'-0" 3rd Floor

TITLE

ELEVATIONS cont.

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

A 2.2

0'-0" 1st Floor

INNER SOUTH BUILDING ELEVATION SCALE: 3/16" = 1'-0"

1

Scale

5/31/2018 2:35:35 PM

10'-0" 2nd Floor

41'-0" Roof

32'-0" Roof Deck

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

20'-0" 3rd Floor

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

10'-0" 2nd Floor

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

0'-0" 1st Floor

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

-10'-0" Parking Level

0

4

8

SECTION 2 SCALE: 3/16" = 1'-0" 41'-0" Roof

7 A3.2

CLIENT

16FT

3

4 A3.2

32'-0" Roof Deck No.

Description

Date

20'-0" 3rd Floor

10'-0" 2nd Floor

TITLE

SECTIONS Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revi sion #

00

A 3.1

-10'-0" Parking Level

SECTION 1 SCALE: 3/16" = 1'-0"

1

Scale

5/31/2018 2:35:40 PM

0'-0" 1st Floor

LEGEND

9 A5.1

43'-0" Roof Parapet

Metal Coping Weatherproofing Membrane

Weatherproofing Membrane

41'-0" Roof

Metal Coping Rigid Insulation Sloped at 2%

Rigid Insulation Sloped at 2%

3

4"

3

41'-0" Roof

Plywood Diaphragm

4"

Plywood Diaphragm

2 x 12 joists @ 16" O.C. PROJECT CONSULTANTS

2 x 12 joists @ 16" O.C.

Exterior Plaster Finish Exterior

OWNER ZACH WESTON zaweston@cpp.edu

Exterior 2 x 8 Deck Sleepers w/ 2x4 Blocking

Acrocrete Lamina

Acrocrete Lamina Exterior

8 A5.1

Base Coat Reinforcing Mesh Finish Coat

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

Wood Slat Handrail Extention

Sloped Rigid Insulation w/ Weatherproofing

Wall Hold Down

Acrocrete Insulation Board

32'-0" Roof Deck

2 x 6 Sill Plate

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

Base Coat Reinforcing Mesh Finish Coat

32'-0" Roof Deck

Acrocrete Insulation Board

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

2 x 10 Sill Plate Water Drain Leading to Ground

2 x 8 Sill Plate

5

8" Gypsum Board 2 x 12 Joists @ 16" O.C. Batt. Insulation 2 x 8 Stud Wall

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

5

8" Gypsum Board 2 x 12 Joists @ 16" O.C. Batt. Insulation Double Pane Low E Window

Interior

Interior

3 A5.1

Interior

Hardwood Flooring 3

4"

ZACH WESTON

Hardwood Flooring 3

Min. Insulated Subfloor w/ wood adhesive

3

CODE ANALYST ANDREW THUL athul@cosentini.com

6 A5.1

20'-0" 3rd Floor

4" Min. Insulated Subfloor w/ wood adhesive

20'-0" 3rd Floor

4"

Plywood Diaprhagm 2 x 12 Joists @ 16" O.C. 5 8" Gypsum Board Batt. Insulation 7 A5.1

Interior

2 A5.1

Interior

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

3 4" Plywood Diaprhagm Batt. Insulation 2 x 12 Joists @ 16" O.C. 5 8" Gypsum Board

CLIENT

KEY NOTES

5 A5.1

10'-0" 2nd Floor

10'-0" 2nd Floor

No.

Description

Date

Drip Edge

Anchor Bolts @ 4' O.C. Welded Wire Mesh Rebar 1' Conc. Floor

1' Conc. Foundation

Interior

Interior

Exterior 4 A5.2

Backer Rod and Sealant Tongue and Groove Hardwood 3 4" Plywood Subfloor 2x6 Sleepers

Exterior

1 A5.2

0'-0" Ground Floor

0'-0" 1st Floor

-10'-0" Parking Level

-10'-0" Parking Level

TITLE

KEY SECTIONS Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

A 3.2 SECTION 2 SCALE: 1/2" = 1'-0"

7

SECTION 1 SCALE: 1/2" = 1'-0"

4

Scale

5/31/2018 2:35:46 PM

Acrocrete Moisture Barrier Soffit

KEY NOTES

PROJECT CONSULTANTS

12'-0"

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

PATIO

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

8'-2"

101

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

25'-4" 5'-9"

CODE ANALYST ANDREW THUL athul@cosentini.com

101-B 1

101-C

ZACH WESTON

22'-3"

BATHROOM

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

LIVINGROOM

101

101

CLIENT

101-D 101-B

5'-23 4"

3'

101-E

KITCHEN 101

No.

Description

Date

4'

2'-2" 101-A

12'

BEDROOM 101

9'-6" 2 3

TITLE

ENLARGED PLAN 1 Job #

01

Date

31 May 2018

Size

24 x 36 ZACH WESTON

Revi sion #

00

A 4.1 ENLARGED STACK 1 BEDROOM PLAN SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:35:49 PM

Drawn by

KEY NOTES

12'-0" PROJECT CONSULTANTS

4'-0"

OWNER ZACH WESTON zaweston@cpp.edu

1'-7"

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

6

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

DINING 201

9'-6"

PATIO 201

5'-10"

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

201-B

201-C

CODE ANALYST ANDREW THUL athul@cosentini.com 6'-10" 201-D ZACH WESTON

3' 4'

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

3'-8"

LIVING ROOM

CLIENT

201

7'-2"

13'

13'

KITCHEN 201

35'-10"

3'

2'

1'-5"

8'-11"

1'-7"

BATHROOM

5'-9"

7 1/2" x 11" x 14

UP

201-E

201

8'-5"

2'-6" 5'-9" 3"

14

1

13 5

2

12

3

11

4

10

5

9

6

8

No.

Description

Date

9'-10"

3'-2" 2'-8" 201-F

7

201-A

4

12'-8"

TITLE

ENLARGED PLANS

26'-8" Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revi sion #

00

A 4.2 ENLARGED STACK TOWNHOUSE 1 SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:35:54 PM

1

KEY NOTES

12'-0" PROJECT CONSULTANTS

4'-1"

1'-7"

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

8

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

BEDROOM 201

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

PATIO

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

201

16'-0" 7

201-G

CODE ANALYST ANDREW THUL athul@cosentini.com 9

201-G

ZACH WESTON

BATHROOM

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

201

BEDROOM 201

CLIENT

3'-2"

13'-0"

12'-10"

201-G

4'-9"

UP

DN

201-G

201-E

1

No.

BATHROOM 201

OFFICE 8'-7"

201

1

2 5

2

3

3

4

4

5

5

6

9

7

Description

Date

1 8

4

TITLE

ENLARGED PLANS Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

A 4.3 ENLARGED STACK TOWNHOUSE 2 SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:35:59 PM

10

KEY NOTES

PROJECT CONSULTANTS

12'-0"

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

15'-9"

CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

DN

35'-10"

6'

1 2 3 4

No.

Description

Date

6

16

7

15

8

14 13

9

12

10

11

TITLE

ENLARGED PLANS Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

A 4.4 ENLARGED STACK TOWNHOUSE 3 SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:36:05 PM

7 1/2" x 11" x 17

5

1'

1'

3 A5.1

3

3

3

2'-6"

2'-6"

3

OWNER ZACH WESTON zaweston@cpp.edu

3

3

1

3'

3

3'

3

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

7'-1"

7'-1"

2'-6"

4

2'-6"

4

PROJECT CONSULTANTS

1 6"

4'

3'

1'-9"

2'-0"

1 2'-6"

1'-4"

2'-3"

2'-0"

4'

3

3

1

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu 2'

3'

2'-6"

12

1'-10"

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

7'-4"

9'-10"

KITCHEN ELEVATION A SCALE: 1/2" = 1'-0"

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

KITCHEN ELEVATION B SCALE: 1/2" = 1'-0"

9

KITCHEN ELEVATION C SCALE: 1/2" = 1'-0"

6

KITCHEN ELEVATION D SCALE: 1/2" = 1'-0"

3

CODE ANALYST ANDREW THUL athul@cosentini.com

2'-6"

ZACH WESTON

1

VERTICAL - GRAIN MAHOGANY CABINETRY

5

12" X 18" CERAMIC TILE

3'

CLIENT

C

3

B

3

2

1"

2 1'

STONE SLATE BACKSPLASH

A

2'

D 4

5

7'-4"

3

7'-2"

9" X 9" CERAMIC TILE FLOORING

1'-2"

2

3'

5

TONGUE AND GROOVE HARDWOOD FLOORING

8'-5"

1

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

5 5'-81 4"

MATERIAL CALLOUT LEGEND

6"

3'-0"

1'-6"

1'-6"

1'-6"

2'-6"

3"

No.

5

BATHROOM ELEVATION A SCALE: 1/2" = 1'-0"

BATHROOM ELEVATION B SCALE: 1/2" = 1'-0"

5'-9"

8'-218"

14

11

4

10

5

9

6

8

8'-5" 1'-2"

TITLE

5 3

INTERIOR ELEVATION 1 Job #

2

2'

2 1'-7"

24 x 36 ZACH WESTON

Revi sion #

5'-9"

8'-10"

31 May 2018

Size Drawn by

1'-6"

00

A 4.5

7

ENLARGED KITCHEN FLOOR PLAN SCALE: 1/2" = 1'-0"

01

Date

7

BATHROOM ELEVATION C SCALE: 1/2" = 1'-0"

4

BATHROOM ELEVATION D SCALE: 1/2" = 1'-0"

1

Scale

5/31/2018 2:36:10 PM

3

5

9"

12

5'-9"

2

9"

13 3'

1

2'

B

Date

2

1'

C

2

7 1/2" x 11" x 14

UP

D

A

1'-3"

Description

KEY NOTES LIGHT LEGEND

CEILING FAN W/ PENDANT LIGHT FIXTURE

LINEAR PENDANT LIGHT 7'

2'-4"

RECESSED DOWN LIGHT

3'-9"

2'-2"

PINHOLE RECESSED DOWN LIGHT

TASK LIGHT

PATIO

HATCH LEGEND

101 +9' CEILING

9'-0" CEILING HEIGHT 4'

8'-6" CEILING HEIGHT (6" Drop Soffit)

8'-6"

7'

3'

7'-6" CEILING HEIGHT (1'-6" Drop Soffit)

5'-8"

3'

3'

3'-10"

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

4'

1'-11"

8'-0" CEILING HEIGHT (1' Drop Soffit)

PROJECT CONSULTANTS

+8' CEILING

3'

ZACH WESTON

3'-4"

1'-3" 3'-7"

BATHROOM

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

101

3'

LIVINGROOM

CLIENT

101

4'-1"

2'-6"

+7'-6" CEILING

2'-4"

1'-6"

3'

2'-10"

3'-9"

3'-9"

3'-3"

3'

+8' CEILING

3'

4'-5"

BEDROOM

KITCHEN

101

Date

4"

1'

2'-7"

2'-7"

3'-2"

6'-4"

TITLE

RCP 1 BED 1 Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

A 4.6 ENLARGED STACK RCP 1 BEDROOM PLAN SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:36:14 PM

6'

3'-8"

2'-3"

2'-3"

2'-3"

1'

1'-8"

1'

1'-10"

3'-8"

Description

+9' CEILING

2'-0"

5'-0" 1'

No.

101

+9' CEILING

KEY NOTES LIGHT LEGEND

CEILING FAN W/ PENDANT LIGHT FIXTURE

LINEAR PENDANT LIGHT

RECESSED DOWN LIGHT

PINHOLE RECESSED DOWN LIGHT

4'-9"

TASK LIGHT

HATCH LEGEND

5'-4"

9'-0" CEILING HEIGHT 8'-6" CEILING HEIGHT (6" Drop Soffit)

DINING

8'-0" CEILING HEIGHT (1' Drop Soffit)

201

2'-11"

5'-6"

7'-6" CEILING HEIGHT (1'-6" Drop Soffit)

4'-2"

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

+8' CEILING

LIVINGROOM 201

6'

ZACH WESTON

7'-5"

+9' CEILING

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

KITCHEN 201

CLIENT

2'-3"

3'-9"

4'-2"

2'-10"

4'-1"

1'-10"

2'-3"

4'-5"

2'-3"

+9' CEILING

No.

Description

Date

BATHROOM

CIRCULATION 201

TITLE

RCP TOWNHOUSE 1 Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

A 4.7 ENLARGED STACK RCP TOWNHOUSE 1 SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:36:19 PM

2'-11"

1'-3"

2'-10"

4'-10"

201 +7'-6" CEILING

KEY NOTES LIGHT LEGEND

CEILING FAN W/ PENDANT LIGHT FIXTURE

LINEAR PENDANT LIGHT

RECESSED DOWN LIGHT 3'-8"

1'

2'-11"

1'

PINHOLE RECESSED DOWN LIGHT

TASK LIGHT

5'-0"

BEDROOM 201

9'-0" CEILING HEIGHT

4'-6"

1'

HATCH LEGEND

8'-6" CEILING HEIGHT (6" Drop Soffit)

1'

3'-8"

8'-0" CEILING HEIGHT (1' Drop Soffit)

6'

7'-6" CEILING HEIGHT (1'-6" Drop Soffit) +9' CEILING

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

4'-6"

CODE ANALYST ANDREW THUL athul@cosentini.com

3'-8"

BEDROOM

1' 1'-3"

5'-0" 2'-9" 4'-6"

+9' CEILING

3'-2"

1'

CLIENT

+8' CEILING

1'

1'

201

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

4'-6"

1'-9" +7'-6" CEILING

4'-6"

6'

3'-8"

201

3'-9"

ZACH WESTON

BATHROOM

1'-8"

3'-10"

+8' CEILING

4'-6"

4'-6"

No.

Description

Date

1' 2'-6"

BATHROOM

201

1'-3"

2'

3'-8"

1'-9"

3'-2"

TITLE

RCP TOWNHOUSE 2 Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

A 4.8 ENLARGED STACK RCP TOWNHOUSE 2 SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:36:24 PM

2'-10"

+8' CEILING

4'-11"

OFFICE 3'-5"

4'-6"

201 +7'-6" CEILING

KEY NOTES LIGHT LEGEND

CEILING FAN W/ PENDANT LIGHT FIXTURE

8"

LINEAR PENDANT LIGHT

4"

4"

9"

RECESSED DOWN LIGHT

4"

PINHOLE RECESSED DOWN LIGHT

TASK LIGHT

HATCH LEGEND 9'-0" CEILING HEIGHT 8'-6" CEILING HEIGHT (6" Drop Soffit) 8'-0" CEILING HEIGHT (1' Drop Soffit) 7'-6" CEILING HEIGHT (1'-6" Drop Soffit)

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

4"

CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

4"

8"

3'-4"

2'-5"

CLIENT

1'-11"

9"

No.

Description

Date

2'-5"

3'-4"

1'-11"

TITLE

RCP TOWNHOUSE 3 Job #

01

Date

31 May 2018

Size

24 x 36 ZACH WESTON

Revision #

00

A 4.9 ENLARGED STACK RCP TOWNHOUSE 3 SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:36:29 PM

Drawn by

METAL COPING 2 X 12 TOP PLATE

3

4"

DOUBLE PANE LOW - E WINDOW

WATER DRAIN 2 X 12 FLOOR JOISTS @ 16" O.C.

Z CLIP FRY REGLET "T" MOLDING ROOFING MEMBRANE TUCKED UNDER METAL COPING

5

METAL FIXED WINDOW BACKER ROD AND SEALANT WOOD SHIM WINDOW SILL

GYPSUM BOARD 2 X 12 DOUBLE TOP PLATE 3 4" PLYWOOD SHEATHING WEATHERPROOFING MEMBRANE

PLYWOOD DIAPHRAGM

ACROCRETE LAMINA ACROCRETE INSULATION BOARD

8"

5

OWNER ZACH WESTON zaweston@cpp.edu

ACROCRETE LAMINA

WOOD SHIM FRY REGLET REVEAL MOULDING BACKER ROD AND SEALANT

ACROCRETE MOISTURE BARRIER

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

3 4" PLYWOOD DIAPHRAGM 2 X 6 SILL PLATE

METAL FIXED WINDOW

EXTERIOR

PROJECT CONSULTANTS

GYPSUM BOARD

BATT INSULATION

ACROCRETE LAMINA WINDOW HEADER

WATERPROOFING MEMBRANE

8"

DOUBLE PANE LOW - E WINDOW

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

3 4" TONGUE AND GROOVE HARDWOOD FLOOR 3

4" INSULATED SUBFLOOR W/ WOOD ADHESIVE

3

4"

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

PLYWOOD DIAPHRAGM

CANT STRIP 2 X 12 SILL PLATE

PARAPET SCALE: 3" = 1' - 0"

9

TYPICAL WINDOW JAMB (RECESSED) SCALE: 3" = 1' - 0"

6

TYPICAL WINDOW SILL (FLUSH) SCALE: 3" = 1' - 0"

3

ACROCRETE LAMINA

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ACROCRETE INSULATION BOARD WATERPROOF MEMBRANE 4" PLYWOOD SHEAR PANEL

DOUBLE PANE LOW - E WINDOW

3

METAL FIXED WINDOW

FLOOR HOLDOWN 3

ZACH WESTON

BACKER ROD AND SEALANT

4"

PLYWOOD SHEAR PANEL CANT STRIP 2 X 8 SILL PLATE 2 X 6 RIM JOIST

FRY REGLET "F REVEAL' WOOD SHIM WINDOW SILL

2X8 BLOCKING 2 X 12 FLOOR JOISTS @ 16" O.C.

5

5

8"

8" GYPSUM BOARD 2 X 6 DOUBLE TOP PLATE 3 4" PLYWOOD SHEATHING WEATHERPROOFING MEMBRANE

GYPSUM BOARD

BATT INSULATION

2 X 12 RIM JOIST

ACROCRETE LAMINA

2 X 8 BLOCKING

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

ACROCRETE LAMINA ACROCRETE MOISTURE BARRIER

BATT. INSULATION

3

4" PLYWOOD DIAPHRAGM 2 X 6 SILL PLATE

WINDOW HEADER WOOD SHIM BACKER ROD AND SEALANT

EXTERIOR 3 4" TONGUE AND GROOVE HARDWOOD FLOOR 3

4"

3

4"

METAL FIXED WINDOW DOUBLE PANE LOW - E WINDOW

INSULATED SUBFLOOR W/ WOOD ADHESIVE

BATT. INSULATION

PLYWOOD DIAPHRAGM

2 X 6 DOUBLE TOP PLATE 2 X 8 DOUBLE TOP PLATE No.

DOUBLE WALL SCALE: 3" = 1' - 0"

8

TYPICAL WINDOW SILL (RECESSED) SCALE: 3" = 1' - 0"

5

TYPICAL WINDOW JAMB (FLUSH) SCALE: 3" = 1' - 0"

Description

Date

2

ACROCRETE LAMINA 12"

ACROCRETE INSULATION BOARD WATERPROOF MEMBRANE 3 4" PLYWOOD SHEAR PANEL

7 12"

BATT INSULATION

4"

3 4"

3

3

STAIR RISER / TREAD

5 8" GYPSUM BOARD 2 X 6 SILL PLATE HARDWOOD FLOOR WITH 3 4" SUBFLOOR

PLYWOOD DIAPHRAGM

2 X 12 RIM JOIST ACROCRETE MOISTURE BARRIER SOFFIT EDGE DRIP EDGE TITLE

KEY DETAILS

EXTERIOR

Job #

3 4" TONGUE AND GROOVE HARDWOOD FLOOR 3

4" INSULATED SUBFLOOR W/ WOOD ADHESIVE

3

OUTDOOR CEILING SOFFIT VENT SCALE: 3" = 1' - 0"

7

4"

2 X 12 MAHOGANY FINISH STAIR COUNTERSUNK FINISH SCREWS

Date

STEEL PAN W/ MOUNTING HOLES

Drawn by

STEEL CHANNEL STRINGER

Revision #

01 31 May 2018

Size

PLYWOOD DIAPHRAGM

24 x 36 ZACH WESTON 00

A 5.1 STAIR CONNECTION TO FLOOR SCALE: 3" = 1' - 0"

4

STAIR HANGER SCALE: 3" = 1' - 0"

1

Scale

5/31/2018 2:36:35 PM

METAL HANDRAIL STEEL CHANNEL STRINGER 2 X 12 MAHOGANY FINISH STAIR COUNTERSUNK FINISH SCREWS STEEL PAN W/ MOUNTING HOLES STEEL BRACKET BOLTED TO FLOOR

2 x 8 STUDS @ 16" O.C. HARDWOOD FLOOR WITH 3 4" SUBFLOOR 5

EXTERIOR

8 SHEAR PANEL 2 x 8 SILL PLATE 3 " PLYWOOD DIAPHRAGM 4 2 x 12 RIM JOIST ACROCRETE LAMINA ACROCRETE INSULATION BOARD WATERPROOFING MEBRANE 2 X 10 BLOCKING

INTERIOR

PROJECT CONSULTANTS

2 x 8 DOUBLE TOP PLATE

OWNER ZACH WESTON zaweston@cpp.edu

2 x 4 FRAMING INTERIOR 5 8" GYPSUM BOARD

5

GYPSUM BOARD 2 x 8 STUDS @ 16" O.C. BATT INSULATION

2 X 8 STUDS @ 16" O.C. 3/4" PLYWOOD SHEATHING

8"

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

ACROSTOP™ T/ACROSTOP R ACROCRETE BASE COAT ACROCRETE INSULATION BOARD ACROCRETE LAMINA: • ACROCRETE BASE COAT • ACROCRETE REINFORCING • MESH • ACROCRETE FINISH COAT

2 x 8 STUDS @ 16" O.C.

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

ACROMESH 4, INTERMEDIATE 6 OR 12 EMBEDDED IN ACROCRETE BASE COAT 9” SHEATHING FABRIC EMBEDDED IN ACROSTOP T OR ACROSTOP R CORNER MESH EMBEDDED IN BASE COAT

CORNER CONDITION PLAN DETAIL SCALE: 3" = 1' - 0"

6

KITCHEN DROP CEILING SCALE: 1 1/2" = 1' - 0"

3

2 x 8 STUDS @ 16" O.C. HARDWOOD FLOOR WITH 3 4" SUBFLOOR

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

RAIL CAP 5

SHEAR PANEL

ROLLER TRACK

2 x 8 SILL PLATE

ROLLER WHEEL ASSEMBLY

3

8

4"

PLYWOOD DIAPHRAGM

2 x 12 RIM JOIST ACROCRETE LAMINA ACROCRETE INSULATION BOARD WATERPROOFING MEBRANE

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

ROLLER MOUNTING BRACKET RAIL CLADDING

10D x 212" NAIL LU28 STANDARD JOIST HANGER

SEALANT

2 x 12 FLOOR JOIST

CLIENT

SEE ENLARGED DETAIL

2 x 8 DOUBLE TOP PLATE 2 x 8 STUDS @ 16" O.C.

ACROCRETE LAMINA ACROCRETE INSULATION BOARD 5 8 SHEAR PANEL BATT INSULATION

WOOD SLAT

EXTERIOR

INTERIOR

ENLARGED DETAIL

2 x 8 STUDS @ 16" O.C. 1" STUD BOLT

PERSPECTIVE LOCATION

No.

Description

Date

HD19 HOLDOWN

JOIST HOLDER DETAIL SCALE: 3" = 1' - 0" ACROCRETE LAMINA ACROCRETE INSULATION BOARD FRY REGLET "L" BRACKET FOUNDATION HOLD DOWN ANCHOR BOLT @ 4' O.C. STANDARD CUT WASHER FRY REGLET "L" BRACKET BACKER ROD AND SEALANT

5 3 3

4"

4"

8"

5

WOOD SLAT SLIDING RAILS SCALE: 3" = 1' - 0"

2

GYPSUM BOARD

HARDWOOD FLOOR

PLYWOOD SUBFLOOR 2 X 4 SLEEPERS

2 X 8 P.T. SILL PLATE BACKER ROD AND SEALANT

CONCRETE FENCE WELDED WIRE MESH GRADE SYNTHETIC TURF W/ NON RUBBER INFILL FILTER FABRIC LAYER ATTACHED AS PER MANUFACTURER AIRDRAIN GEOCELL STRUCTURE

2 x 8 P.T SILL PLATE

1st Floor 0'-0"

IMPERMEABLE LINER PODIUM CONCRETE SUBSTRATE

1 18" Ø ANCHOR BOLT 12" EMBEDMENT

TITLE

KEY DETAILS cont.

1' SLAB ON GRADE REINFORCING STEEL ON TENSION SIDE (TYP.)

Job #

01

Date

31 May 2018

Size Drawn by

WELDED WIRE MESH PODIUM CONCRETE SUBSTRATE

24 x 36 ZACH WESTON

Revision #

00

A 5.2 HOLD DOWN STRUCTURAL DETAIL SCALE: 3" = 1' - 0"

7

PODIUM SLAB @ ANCHOR BOLT SCALE: 3" = 1' - 0"

4

GRASS TURF AND FENCE EDGE SCALE: 3" = 1' - 0"

1

Scale

5/31/2018 2:36:41 PM

REBAR

DOOR SCHEDULE

WINDOW SCHEDULE

MARK

TYPE

ROOM

TYPE

LEVEL

HEIGHT

THICKNESS

MATERIAL

FRAME

MARK

TYPE

ROOM

LEVEL

HEIGHT

MATERIAL

FRAME

101-A

A

ENTRY

EXTERIOR

1

8'-3"x3'-0"

2"

WOOD

WOOD

1

A

BATHROOM

1/2/3

5'-8"x5'-8"

GLASS

STEEL

101-B

B

LIVING ROOM

EXTERIOR

1

6'-8"x6'-0"

2"

GLASS

STEEL

2

B

BEDROOM

1

6'-6"x3'-0"

GLASS

STEEL

101-C

C

LIVING ROOM

INTERIOR

1

6'-8"x2'-4"

2"

WOOD

WOOD

3

C

BEDROOM

1

8'-4"x2'-0"

GLASS

STEEL

101-D

D

BATHROOM

INTERIOR

1

6'-8"x2'-8"

2"

WOOD

WOOD

4

D

STAIRCASE

2/3

28'-6"x4'-0"

GLASS

STEEL

101-E

E

BEDROOM

INTERIOR

1

6'-8"x3'-0"

2"

WOOD

WOOD

5

E

STAIRCASE

2/3

2'-0"x2'-0"

GLASS

STEEL

201-A

A

ENTRY

EXTERIOR

2

8'-3"x3'-0"

2"

WOOD

WOOD

6

A

DINING

2

7'-0"x4'-0"

GLASS

STEEL

201-B

B

DINING

EXTERIOR

2

6'-8"x6'-0"

2"

GLASS

STEEL

7

B

BEDROOM

3

3'-3"x15'-2"

GLASS

STEEL

201-C

F

DINING

EXTERIOR

2

6'-8"x5'-10"

2"

GLASS

STEEL

8

F

BEDROOM

3

8'-10"x4'-0"

GLASS

STEEL

201-D

G

LIVING ROOM

EXTERIOR

2

6'-8"x6'-10"

2"

GLASS

STEEL

9

G

BEDROOM

3

7'-0"x3'-6"

GLASS

STEEL

201-E

D

BATHROOM

INTERIOR

2

6'-8"x2'-8"

2"

WOOD

WOOD

10

H

OFFICE

3

8'-5"x3'-0"

GLASS

STEEL

201-F

C

ENTRY

INTERIOR

2

6'-8"x2'-4"

2"

WOOD

WOOD

201-G

H

BEDROOM

EXTERIOR

3

6'-8"x3'-0"

2"

GLASS

STEEL

201-H

I

PATIO

EXTERIOR

4

6'-8"x3'-0"

2"

WOOD

WOOD

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

TYPE 1

TYPE 2

TYPE 3

TYPE 4

TYPE 5

TYPE 6

2'-5"

2'-8"

2'-2"

1'-11"

2'-9"

6'-5"

8'-1"

CLIENT

TYPE 7

TYPE 8

No.

TYPE 9

Description

Date

TYPE 10

WINDOW ELEVATIONS

TITLE

DOOR AND WINDOW SCHEDULE Job #

01

Date

31 May 2018

Size

24 x 36 ZACH WESTON

Revision #

TYPE A

TYPE B

DOOR ELEVATIONS

TYPE C

TYPE D

TYPE E

TYPE F

TYPE G

TYPE H

TYPE I

00

A 6.1 Scale

5/31/2018 2:36:45 PM

Drawn by

Roof 40'-9" PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

Roof Deck 31'-6"

CODE ANALYST ANDREW THUL athul@cosentini.com

Service Roof 30'-0"

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

1 A5.1

3rd Floor 20'-0" No.

Description

Date

4 A5.1

TITLE

2nd Floor

VERTICAL CIRCULATION Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

A 7.1 VERTICAL CIRCULATION SECTIONS SCALE: 1/2" = 1'-0"

1

Scale

5/31/2018 2:36:49 PM

10'-0"

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

3D IMAGES Job #

01

Date

31 May 2018

Size

24 x 36 ZACH WESTON

Revision #

00

A 9.1 Scale

5/31/2018 2:36:54 PM

Drawn by

KEY NOTES LINE LEGEND PROPERTY LINE STRUCTURAL GRID FOUNDATION FOOTINGS/ PADS PROJECT CONSULTANTS

P1

P2

P4

P3

P5

P6

HATCH LEGEND REINFORCED CONCRETE

130'

19'-1"

31'-6"

29'-4"

3 A3.1

29'-4"

20'-9"

PA

PA

1.

FOUNDATION PAD IS 8'X8' CENTERED ON COLUMN GRID

2.

FOUNDATION SURROUNDING PROPERTY LINE EXTENDS 4'

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

34'-0"

ELECTRICAL SPACE

6 3/8" x 11"

x 17

9

CODE ANALYST ANDREW THUL athul@cosentini.com

10

11

8

12

7

13

6

14

1

5

15

4

16

3

17

1

1

2 1 UP

PB

PB

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

32'

100'

CLIENT

1

1

1 PC

UP

PC 1 2

17

3

16

4

15

5

14

6

2

13

7

MECHANICAL SPACE

No.

Description

Date

12

8

11

4'

6 3/8" x

11" x 17

10

9

34'-0"

5'

SLAB ON GRADE SLOPE 10% MAX

SLOPE 10% MAX

SLOPE 20% MAX 51'

10'

71'

6-0"

1 A3.1

P1

PD

69'

PROPERTY LINE

P2

P3

P4

P5

P6

TITLE

FOUNDATION PLAN Job #

01

Date

31 May 2018

Size Drawn by Revision #

N

0

2

4

8

24 x 36 ZACH WESTON

S 1.1

16FT

FOUNDATION PLAN SCALE: 1/8" = 1'-0"

00

4

Scale

5/31/2018 2:37:05 PM

PD

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

STRUCTURAL FRAMING 3D DETAIL

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

S 1.2 Scale

Date

5/31/2018 2:37:11 PM

TITLE

Description

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

STRUCTURAL FRAMING 3D DETAIL

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revi sion #

00

S 1.3 Scale

Date

5/31/2018 2:37:20 PM

TITLE

Description

Define what a structural grid is and it's purpose Structural Grid - A Structural Grid is meant to show all the structural elements in a building such as load bearing walls and columns. It is marked by bays according to number and letter, this allows for easy reference when looking at plans. It can also help show distance between members quickly.

Selected Stack

Define what an architectural line is and what their purposes are

Note: Unit typologies are set with double stud wall separation, creating 3 stacks within each building

Architectural Line - All architectural drawings are two dimensional, and in order to differentiate the different lines, line types are needed. These different line types are used to help separate the different types of lines so many different things can be explained within a single drawing. Line density, for example, helps show depth of an object. Dashed lines, followed by two dots identify beams, while a dashed line with a single dot shows the centerline of an object.

Main Construction System

N

Site Plan

Scale: 116"=1'-0"

0 2 4

8

16

32FT

The main construction method is Type-VB lightweight wood construction with a concrete S-1 subterranean parking garage. By designing my building in a stacked method, the units offer similarities when building, allowing for a simpler construction, but also, it allows for a number of load bearing walls tracing from the roof all the way down to the ground. Although the unit typologies change within the stack (having 1 bedroom on the ground floor, and townhouse above) the grid system within the building is continuous so the walls flow through the project.

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

Occupancy -6" 28' ck e of D

R-2 Construction Type: VB

Ro

No.

2nd

1st

22'0

6"

"

N Stacked Isometric Cartoon

3

A

"

-2 9'

2

12

'-0"

B

13'-

C

1

" 9'-0 r o o Fl " 0'-0 r o o Fl

Date

Line Legend Vertical Elements Vertical Support Columns Load Bearing Walls Spanning Elements First Level Framing, Single Members First Level Framing, Repetitive Slabs, show directions of span with arrow Second Level Framing, Single Members Second Level Framing, Repetitive Third and Higher Level Framing, Single Members Third and Higher Level Framing, Repetitive Cantilever Conditions

TITLE

GRAVITY LOAD RESISTING COMPONENTS

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

S 2.1 Scale

5/31/2018 2:37:32 PM

-0" 18' or o l F 3rd

Description

2

' 22 " -0

Scale: 18"=1'-0"

Exploded Wall Iso

A

No.

Drawn by

Scale

Description

Date

Job #

Size

Revision #

S 2.2 5/31/2018 2:37:41 PM

" -2

3

0 1 2

4

B

'-6

" 8

"

3

0" 12'-

"

B A

16FT

C

4"

Plywood Diaphragm

8"

Gypsum Board

Total

5

2 x 8 Studs @ 16" O.C.

Batt. Insulation

3

Acrocrete Insulation Board

Acrocrete Finish

Wall Construction

Dead Loads

Scale: 3"=1'-0"

Wall Section Detail

Scale: 18"=1'-0"

0 1 2

1

4

C

" 9'-0 or o l F

8

" 0'-0 or o l st F

2nd

3r

-0" 18' or o l dF

of Ro

-6" 28' ck De

1 1 32" 16"

1 8"

1 4"

11.05

2.75

2.64

.52

3

.14

2

Uniform Load (psf)

0

Acrocrete Insulation Board Acrocrete Base Coat 3 4" Plywood Diaphragm Batt. Insulation 2 x 8 Stud @ 16" O.C. 5 8" Gypsum Board

Base Coat Reinforcing Mesh Finish Coat

Acrocrete Lamina:

Structural and Load Tracing Stacked Isometric

1 '-0

1

Vertical Elements Vertical Support Columns Load Bearing Walls Spanning Elements First Level Framing, Single Members First Level Framing, Repetitive Slabs, show directions of span with arrow Second Level Framing, Single Members Second Level Framing, Repetitive Third and Higher Level Framing, Single Members Third and Higher Level Framing, Repetitive Cantilever Conditions

N

Line Legend

'-6 13

22

'-0

" 12

2

13

" -2 9'

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

Date

9' TITLE

ISOMETRIC EXPLODED WALL DETAILS 31 May 2018

01

ZACH WESTON

24 x 36

00

1 2"

16FT

" '-0 22

1 12 '-0 " 0 1 2

4

No.

Drawn by

Scale

Description

Date

Job #

Size

Revision #

S 2.3 5/31/2018 2:37:46 PM

"

Scale: 18"=1'-0"

-2

Exploded Wall Iso

9'

3

8

N

2

22

3

"

A

B

16FT

4"

Plywood Diaphragm

5

Plywood Diaphragm Gypsum Board

Total

4" 8"

3

2 x 10 Joists @ 16" O.C.

Batt. Insulation

3

Rigid Insulation

Weatherproofing Membrane

Roof Construction

Dead Loads

Scale: 3"=1'-0"

Floor Section Detail

Scale: 3"=1'-0"

Roof Section Detail

Scale: 18"=1'-0"

14.62

2.75

2.2

3.37

1.1

3

1.5

0.7

Uniform Load (psf)

" 0 1 2

4

1st

2nd

8

" 0'-0 or o l F

" 9'-0 or o l F

-0" 18' or o l F 3rd

Ro

-6" 28' eck of D

16FT

4"

Gypsum Board

8"

5

4"

3

5

Gypsum Board

4"

Plywood Diaphragm

8"

Gypsum Board

Total

5

2 x 10 Joists @ 16" O.C.

Batt. Insulation

3

Insulated Subfloor

Hardwood Flooring

Floor Construction

8"

0

1 1 32" 16"

1 4"

15.22

2.75

3.37

1.1

3

1

4

Uniform Load (psf)

1 8"

2 x 10 Joists @ 16" O.C.

Plywood Diaphragm Batt. Insulation

Min. Insulated Subfloor w/ wood adhesive

4"

3

Hardwood Flooring

Plywood Diaphragm

4"

3

2 x 10 Joists @ 16" O.C.

Plywood Diaphragm Batt. Insulation

3

1 2"

Weatherproofing Membrane Rigid Insulation sculpted to slope 2% toward drain

Structural and Load Tracing Stacked Isometric

2

'-0 12

1 -6 13 '

Vertical Elements Vertical Support Columns Load Bearing Walls Spanning Elements First Level Framing, Single Members First Level Framing, Repetitive Slabs, show directions of span with arrow Second Level Framing, Single Members Second Level Framing, Repetitive Third and Higher Level Framing, Single Members Third and Higher Level Framing, Repetitive Cantilever Conditions

" '-0

C

C

Line Legend

" -2 9'

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

Date

TITLE

ISOMETRIC EXPLODED FLOOR / ROOF DETAILS 31 May 2018

01

ZACH WESTON

24 x 36

00

13 '

-6 "

B A

1

Horizontal Irregularities

3

2 180.0000

182.0000

4

7

6

5

106.0000

160.0000

144.0000

8

160.0000

12'-0"

11

10

9 13'-4"

144.0000

180.0000

5'-10"

Structural Legend

C

Braced Frame

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu

1

DN UP

UP

DN UP

DN

21'-6"

Moment Resisting Frame (MRF)

1

1

1

2

1

2

1

2

2

3

2

3

2

3

3

4

3

4

3

4

4

5

4

5

4

5

5

6

5

6

5

6

9

7

9

7

9

7

Horizontal Irregularities

8

8

D E

8

15'-2"

8

8

F G

8

9

9

7

6

5

6

5

4

5

4

5

4

4

3

4

3

3

2

3

2

2

1

2

1

2

1

DN

DN

1

DN

1

5'-10"

Scale: 3 32" = 1'-0"

3

2 182.0000

4 106.0000

7

6

5 160.0000

144.0000

160.0000

8 12'-0"

11

10

9 13'-4"

144.0000

180.0000

A

3

2 180.0000

182.0000

4

7

6

5

106.0000

160.0000

144.0000

8

160.0000

12'-0"

10

9 13'-4"

144.0000

ZACH WESTON

I

CLIENT

J

11 180.0000

5'-10"

5'-10"

60.0000

1

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

13'-2"

Third Floor

180.0000

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

CODE ANALYST ANDREW THUL athul@cosentini.com

21'-3"

UP

3 2

UP

4 3

H

1

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

7

5

5

1

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

9

7

6

UP

P#

B

9'-4"

Shear Wall

A

B

A B

9'-4"

9'-4"

C

C No.

9

Description

Date

9

8 7

13

2

12

3

11

10

4

9

5

8

6

13

2

12

3

11

4 5 6

7

7 1/2" x 11" x 14

7 1/2" x 11" x 14

DN

UP

D E

14

1

1

14

UP

14

UP

16

17

7 1/2" x 11" x 14

15

1

UP

DN

14

2

11" x 17

3 2

1

6 3/8" x

2 1

11

12 13

3

4

11" x 17

3

10

6

5

4

5

6 3/8" x

10

11

21'-6"

21'-6"

8 7 6

5 4

1

13

2

12

3

11

10

4

10

9

5

9

8

6

8

7

D E

7

15'-2"

15'-2"

180.0000

4

3

5

4

6

1

13

1

13

1

14

14

14

UP

2

13

7 1/2" x 11" x 14

3

12

UP

5 4

11

2

7 1/2" x 11" x 14

9 10

3

12

1

15

2

14

3

13

4

5

11

6

6

10

7

FLOOR PLAN STRUCTURAL IDENTIFICATION

TITLE 17 16

12

5

11

10

8

5 4

11

2

Job #

7

8

8

01

Date 9

H

J

North Second Floor 0'

10'-8"

21'-4"

Scale: 3 32" = 1'-0"

5'-10"

Scale: 3 32" = 1'-0"

5'-10"

Ground Floor

I

H

Size Drawn by

24 x 36 ZACH WESTON

Revision #

13'-2"

13'-2"

60.0000

31 May 2018

9

S 3.1

I J

00

Scale

5/31/2018 2:37:55 PM

2

6

9 10

3

12

UP

6 3/8" x 11"

3

8

5 4

11

21'-3"

1

21'-3"

2

6

9 10

DN

DN

x 17

UP

8

1

F G

7

11" x 17

7

6 3/8" x

7

7 1/2" x 11" x 14

F G

180.0000

Vertical Irregularities

Structural Legend

Shear Wall

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

Braced Frame

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

V4 West Elevation Scale: 1/8" = 1'-0"

Moment Resisting Frame (MRF)

V#

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

Vertical Irregularities

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

East Elevation

No.

Description

Date

Scale: 1/8" = 1'-0"

SITE ELEVATION STRUCTURAL IDENTIFICATION

Job #

V4 V4 0'

4'

8'

16'

01

Date

31 May 2018

Size Drawn by

V4

24 x 36 ZACH WESTON

Revision #

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

S 3.2

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

00

Scale

5/31/2018 2:38:00 PM

TITLE

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

Description

Date

9' -4

"

B

No.

8 21 '

-6

"

C

"

'-4 13

12'

-0"

D

10

E TITLE

South - East Axonometric

Scale: 3/16" = 1'-0"

North - West Axonometric

Scale: 3/16" = 1'-0"

STACK AXONOMETRIC Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

S 3.3 Scale

5/31/2018 2:38:05 PM

9

3rd Floor 20'-0" 2 x 8 Studs @ 16" O.C. 2 x 8 Sill Plate 5 3

8

PROJECT CONSULTANTS

Shear Panel

4"

OWNER ZACH WESTON zaweston@cpp.edu

Plywood Diaphragm

2 x 12 Rim Joist LU28 Standard Joist Hanger

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

7 316 "

10d x 212" Nail 2 x 12 Floor Joist

1 12"

2 x 8 Double Top Plate 2 x 8 Studs @ 16" O.C.

Cueto Deck Website

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

Joist Hanger Photo

3D Joist Hanger Detail

Scale: 3"=1'-0"

3D Joist Hanger Detail

Scale: 3"=1'-0"

CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

1

1 4"

3" 5

8

2'-

Shear Panel

P

Ø TY

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

1 2"

2 x 8 Studs @ 16" O.C. No.

HD19 Holdown

Description

Date

1" Stud Bolt Standard Cut Washer 2 x 8 P.T Sill Plate

7"

1 81" Ø Anchor Bolt 12" Embedment

0'-0"

1 4"

3

5 8" TITLE

1' Slab on Grade Reinforcing Steel on Tension Side (TYP)

Simpson Strong-Tie Installation

DETAILS OF STRUCTURAL GRAVITY

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

Holdown Photo

Scale: 3"=1'-0"

3D Holdown Detail

Scale: 3"=1'-0"

00

S 4.1

Hold Down 3D Detail 3D Holdown Detail

Scale

5/31/2018 2:38:10 PM

4

1st Floor

24" SWEET GUM

PROJECT CONSULTANTS

NEIGHBOR'S BLDG.

DIRT

OWNER ZACH WESTON zaweston@cpp.edu

DIRT

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

CONC.

N89째23'56"W

5'-0"

DIRT

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

130.06'

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

A.C.

CONC.

CODE ANALYST ANDREW THUL athul@cosentini.com

12" MAGNOLIA DIRT

9

8

7

11

4

ZACH WESTON

5

3

3 2

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

100.03'

100.03'

CLIENT

N0째17'10"W

N0째17'10"W

UP

DN

1

11" x 17

4

2 1

6 3/8" x

15'-0"

1047 N SPAULDING

10

6

5

CONC. DIRT

LEGEND:

27'-6"

DN

x 17

UP

15'-0"

6 3/8" x 11"

1 2

1

3

2

4

3

5

4 5

11

1041 N SPAULDING

6

10

A.C. BW CONC. D/W E FF FL N S TC TG TW W

7

ASPHALT CONCRETE BACK OF WALK CONCRETE DRIVEWAY EAST FINISHED FLOOR FLOWLINE NORTH SOUTH TOP OF CURB TOP OF GRATE TOP OF WALL WEST

No.

Description

Date

PLANTER BOX LANDSCAPE/ VEGETATION HARDSCAPE/ CONCRETE HARDSCAPE/ WOOD DECKING

8

NEIGHBOR'S BLDG. 9

DIRT

BUILDING LINE CENTERLINE EDGE OF PAVEMENT ELECTRIC METER

D.W.

GAS METER LIGHT POLE POWER POLE PROPERTY LINE SEWER MANHOLE

A.C.

STREET LIGHT BOX

10" LOQUAT

14" TREE

24" FICUS

TREE (NOT A DRIP LINE)

130.07'

TITLE

WALL

N89째23'56"W

LANDSCAPE VEGETATION

HEDGE ITALIAN CYPRESS

Job # NEIGHBOR'S BLDG.

01

Date

DIRT

31 May 2018

Size Drawn by

NEIGHBOR'S BLDG.

Revi sion #

N

0

2

4

8

24 x 36 ZACH WESTON

M 1.1

16FT

LANDSCAPE PLAN SCALE: 1/8" = 1'-0"

00

1

Scale

5/31/2018 2:38:19 PM

5'-0"

KEY NOTES

PROJECT CONSULTANTS

1

3

2 15'

15'-2"

6

5

4 8'-10"

13'-4"

7 13'-4"

12'

9

8 12'-0"

13'-4"

10

11

OWNER ZACH WESTON zaweston@cpp.edu

15'

12'

A

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

B

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

5'-10"

9'-4"

B

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

9'-4"

A

5'-10"

3 A3.1

C

C

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

21'-6"

21'-6"

12" MAGNOLIA

ZACH WESTON

D

D

E

E

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

15'-2"

15'-2"

CLIENT

G

G

21'-3"

F

21'-3"

F

20" SWEET GUM

H

Date

13'-2" 5'-10"

1 A3.1

15'

1

15'-2"

2

8'-10"

10" LOQUAT

3

14" TREE

4

24" FICUS 13'-4"

12'

5

13'-4"

6

12'-0"

7

13'-4"

8

ITALIAN CYPRESS

12'

9

15'

10

I J

11

TITLE

ROOF DRAINAGE Job #

01

Date

31 May 2018

Size Drawn by Revi sion #

N

0

2

4

8

24 x 36 ZACH WESTON

M 1.2

16FT

ROOF PLAN SCALE: 1/8" = 1'-0"

00

4

Scale

5/31/2018 2:38:24 PM

13'-2"

J

Description

H

5'-10"

I

No.

Roof Construction

41'-0" Roof

Weatherproofing Membrane Rigid Insulation 3

3

Exterior Plaster Finish 2 x 8 Deck Sleepers w/ 2x4 Blocking Sloped Rigid Insulation w/ Weatherproofing

Wood Slat Handrail Extention Acrocrete Lamina

4"

Total

Base Coat Reinforcing Mesh Finish Coat

32'-0" Roof Deck

4"

Plywood Diaphragm " Gypsum Board 8 Inside Air Film Outside Air Film 5

U Value 1/R

Joist Insulation Joist(15%) Insul.(85%)

Total

Acrocrete Insulation Board 2 x 10 Sill Plate Water Drain Leading to Ground

Acrocrete Finish

8" Gypsum Board 2 x 12 Joists @ 16" O.C. Batt. Insulation Double Pane Low E Window

11.5 .94 .5625 .17 .61 14.7825 14.2825

4"

Batt. Insulation 8"

Gypsum Board

Inside Air Film.

Outside Air Film

Hardwood Flooring 3

Total

4"

5 .94

Joist Insulation

.040615

Floor Construction

R - Value

Joist(15%) Insul.(85%)

.010970 .029645

Hardwood Flooring Insulated Subfloor

.94

3

.94

Plywood Diaphragm

8 " Gypsum Board

Inside Air Film Outside Air Film Total U Value 1/R Total

1

Description

Date

21

2 x 12 Joists @ 16" O.C.

SECTION 1 SCALE: 1/4" = 1'-0"

No.

1

Batt. Insulation

+10' 2nd Floor

CLIENT

13.6725 28.6725

Total

5

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

.68 .17

3

4"

ZACH WESTON

6 .5625

U Value 1/R

Plywood Diaprhagm Batt. Insulation 2 x 12 Joists @ 16" O.C. 5 8" Gypsum Board

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

R - Value

Min. Insulated Subfloor w/ wood adhesive 4"

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

CODE ANALYST ANDREW THUL athul@cosentini.com

21

2 x 6 Studs @ 16" O.C.

OWNER ZACH WESTON zaweston@cpp.edu

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

.32

Plywood Diaphragm

PROJECT CONSULTANTS

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

.010147 .059513

Acrocrete Insulation Board 3

5

+20' 3rd Floor

.94

.06966

Wall Construction

5

.06 11

Plywood Diaphragm 2 x 12 Joists @ 16" O.C.

2 x 12 joists @ 16" O.C.

R - Value

11.5 .5625 .92 .17

Joist Insulation Joist(15%) Insul.(85%)

16.0325 25.5325 .009356 .033291

TITLE

ISDTC SECTIONS Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

M 2.1

.042647 Scale

5/31/2018 2:38:31 PM

Metal Coping Weatherproofing Membrane Rigid Insulation Sloped at 2% 3 4" Plywood Diaphragm

ARC 332: Environmental Controls Prof. Hofu Wu, Arch.D, FAIA

ARCHITECTURE POMONA California State Polytechnic University

Heating Load

Heating and Cooling Loads Calculation Project Title: West Hollywood Multi-family Housing

Prepared by: Zach Weston

Location: West Hollywood, CA

Date: April 23, 2018

Heating Load Calculation -

Area(SF)

x

U-Value

x

CFM= Qci / (1.08 x Delta T) 11,303.69 / (1.08 x 50) = 209.32 CFM

Outdoor Design Temp. = 41° Delta T

17,991.68 / (1.08 x 20) = 832.95 CFM

= BTUH

Roof

605

x

0.069

x

31

1,294.1

Walls

810

x

0.041

x

31

1,029.51

Glass

180

x

0.36

x

31

2,008.8

Slab on Grade 150

(LF) x

0.43

(F2) x

31

1,999.5

x

31

4,971.78

148.5 (CFM) x

Infiltration

1.08

(

)

x

x

(

)

x

x 11,303.69

Cooling Load Calculation - Indoor Design Condition = 72° Area(SF)

x

U-Value

x

605

x x x x x x

0.069

x x x x x x

Solar Transmission: Glass ( ) Glass ( ) Glass ( ) Glass ( )

Area(SF) 180

Outside Air: Infiltration or Mech.Vent.

Internal Heat Gain: Light Equipment People

144 229.5 208.8 216

148.5

x x x x x

0.041 0.041 0.041 0.041

DETD

= BTUH 1,419.33

3 13 6 13

17.71 122.32 111.29 115.13

1 Ton = 12,000 BTU/h 21,590.016 BTU/h / 12,000 BTU/h= 1.79 Tons A 1.79 Ton supply is required so I choose the Daikin DCC Commercial HVAC System which supplies 7.5-12.5 Tons.

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

Required CFM Calculations

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

830 CFM Duct Size: 6" Kitchen 120 / 1210 = .099 .099 x 830CFM = 82.17 CFM ~ 100 CFM 5" x 10" No.

12,600

(infil. factor.) (vent.factor.)

2,376

Description

Date

Living Room 155 / 1210 = .128 .128 x 830CFM = 106 CFM ~ 100 CFM 5" x 10" Bathroom

193 96.5 1

(watts) x 3.4 x (1.20 Ballast Factor) (watts) x 3.4 (no.) x 250 (sensible heat)

1

656.2 323.7 250 17,991.68

Total Sensible Heat Gain People

Outdoor Design Condition = 91° / 70°

34

DCLF 70

(SF) x (CFM) x 16

Conversion to Tons

OWNER ZACH WESTON zaweston@cpp.edu

ZACH WESTON

TOTAL HEATING LOAD

Item Transmission: Roof ( ) Roof ( ) Wall ( N ) Wall ( E ) Wall ( S ) Wall ( W )

Cooling Load CFM= Qci / (1.08 x Delta T)

PROJECT CONSULTANTS

(no.) x

200

Total Latent Heat Gain

(latent heat)

200 200

Sensible Heat Ratio (SHR) = (Tot. Sensible Heat Gain) / (Tot. Sen. Heat Gain + Tot. Latent Heat Gain) = .989 TOTAL COOLING LOAD (Sensible + Latent)

55 / 1210 = .045 .045 x 830CFM = 37.35 CFM ~ 100 CFM 5" x 10" Bedroom 120 / 1210 = .099 .099 x 830CFM = 82.17 CFM ~ 100 CFM 5" x 10"

TITLE

ISDTC HEAT LOSS CALCS Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

18,191.68 BTUH

00

M 2.2 Scale

5/31/2018 2:38:34 PM

Item

Indoor Design Temp. = 72°

System Sizing Calculations

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

ISDTC HVAC SELEC. Job #

01

Date

31 May 2018

Size

24 x 36 ZACH WESTON

Revision #

00

M 2.3 Scale

5/31/2018 2:38:39 PM

Drawn by

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

ISDTC CEILING MOUNT Job #

01

Date

31 May 2018

Size

24 x 36 ZACH WESTON

Revision #

00

M 2.4 Scale

5/31/2018 2:38:44 PM

Drawn by

KEY NOTES

Horizontal Return

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu

Horizontal Supply

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

Vertical Supply

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

Supply Duct ZACH WESTON

100 CFM 1' Drop Ceiling

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

100 CFM

Thermostat

No.

Date

100 CFM

TITLE

ISDTC HVAC PLAN Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

M 2.5 ENLARGED STACK HVAC PLACEMENT 1 BED SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:38:49 PM

100 CFM

Description

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

Psychometric Chart

Average Temperature Range

After reviewing the Psychometric chart, it was clear to me that having a focus on Internal Heat Gain and Passive Solar High Mass would be the most beneficial for my project. Just those two affects alone made the comfortability of my building rise roughly 67%, so they were a very important focus. It also showed that appropriately using solar shading devices. I was able to achieve this by implementing a concept of 'fat walls', a style of doubling the wall and recessing the windows to the inner wall, not only thickening the wall itself, but giving a built' in shading device for the windows within it.

In terms of temperature, it is fairly cool most of the year. Located in Climate Zone 9, the site offers an average temperature of about 64 degrees annually, ranging as high as 100 during the peak summer months on rare occasion, to dropping as low as 38 in rare winter seasons. although the two outlying temperatures are so far apart, the area of West Hollywood maintains a pretty smooth temperature throughout the year, because of this, and because most of the average temperatures actually fall below the comfort level, an HVAC system was actually not as necessary of a concern as a heating system, and could therefor be removed to aid in making the space zero net energy.

CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

POTENTIAL CLIMATE ASSESSMENT

While accounting for the various trees and bushes along the site, the shading calculations aided to the conclusions made during the average temperature readings; even during the winter and spring months, addressing the cold weather rather than the heat was important. this backed up the psychometric chart in concluding that needing ways of increasing the thermal mass of the building as well as internal heat gain would be a strong factor in combating the cold weather.

Sun Shading Chart: Summer - Fall Looking at the second shading chart, which focuses on the summer and fall months, we can see that the hours of sun exposed for cool, comfort, and hot are relatively similar. this can be a strong advocate for implementing the use of operable windows, not only to allow for light and heat to get into the building during the cold time, but also to open the space and create cross ventilation thus cooling the building off during the warmer times of the season.

Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revi sion #

00

E 1.1 Scale

5/31/2018 2:38:54 PM

Sun Shading Chart: Winter - Spring

286.1 285.6 7TC 3FL

286.31BW 24" SWEET GUM 286.95

287.49

7 288.3

286.25

ROOF EL.=306.39'

28 7

TW

288.03

28 8

CONC. 287.95

.95

.01 TW

288.0

28 8

287

9

.38

.09

TW

N89째23'56"W

286.84

5'-0"

S

G W

S

G W

S

G W

S

G W

PROJECT CONSULTANTS

SCALE: 1" = 8'

OWNER ZACH WESTON zaweston@cpp.edu

JUNE, 2016

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

287.21

287.25

285.3 284.8 2TC 2FL

285.51BW

287.15

130.06'

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

PBM STAMPED "13-15471, 2002" IN WEST CURB SPAULDING AVE NORTH, 1FT NORTH OF BCR NORTH OF SANTA MONICA BLVD.

S

G W

CITY OF LABM# 13-15471 EL=291.836FT (2000)

S

G W

S

G W

FOR:

S

G W

CRAIG KNIGHT C/O TECHNA LAND COMPANY

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

S

G W

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

285.44

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

E

DIRT

G W

DIRT

NEIGHBOR'S BLDG.

DIRT

S

E

E

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

A.C.

CONC.

12" MAGNOLIA 285.16 DIRT

284.7 284.2 4TC 22FL

284.94BW

100.03'

N0째17'10"W

100.03'

N0째17'10"W

284.2 283.7 8TC 8FL

G W

DIRT

15'-0"

S

G W

G W

284.12

G W

G W

G W

G W

G W

27'-6" S

S

S

S

S

S

S

283.54

DIRT

D.W.

A.C. 284.19

284.24

5'-0" 284.42 284.51

284.01 10" LOQUAT 284.23

14" TREE 283.85

24" FICUS

130.07' N89째23'56"W

284.23

284.01

ROOF EL.=307.71' NEIGHBOR'S BLDG.

284.42

284.40

284.42

ITALIAN CYPRESS

283.33

HEDGE

284.68 284.27

283.02BW

282.96

282.7 282.2 3TC 0FL

282.74

DIRT NEIGHBOR'S BLDG. NOTE: THIS SURVEY DOES NOT INCLUDE EASEMENTS, UNDERGROUND PUBLIC UTILITIES OR OTHER SUBSTRUCTURES, OR ZONE EASEMENTS, SETBACK OR STREET WIDENING DATA IF APPLICABLE. A PRELIMINARY TITLE REPORT, PREPARED BY FNTG BUILDER SERVICES AS ORDER NO. 00053215-997-LT1-JC4, DATED APRIL 7, 2016 LISTS TWO PUBLIC OR PRIVATE UTILITY EASEMENTS WITHOUT DESCRIBING THEIR LOCATIONS OR PROVIDING A COPY OF THE DOCUMENTS LISTED. WE MAKE NO GUARANTEES AS TO THE ACCURACY OR COMPLETENESS OF THAT REPORT. IF THE EXISTING GRADES SHOWN ON THIS MAP ARE TO BE USED FOR CONSTRUCTION PURPOSES, IT IS THE RESPONSIBILITY OF THE PARTY USING THIS MAP TO VERIFY THE VERTICAL DATUM BY CHECKING BETWEEN AT LEAST FIVE EXISTING GRADES SHOWN HEREON. IF THE INFORMATION ON THIS MAP IS TO BE INCLUDED IN CONSTRUCTION PLANS, THIS MAP IN ITS ENTIRETY MUST BE MADE A PART OF THOSE CONSTRUCTION PLANS.

.49 286

283.70

ROOF EL.=312.63'

282.50BW

282.2 281.6 5TC 9FL

ZACH WESTON BENCHMARK:

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

NAVD 1988

CLIENT

BY:

283.7 283.1 4TC 4FL

283.2 282.7 9TC 8FL

283.79BW

NEIGHBOR'S BLDG.

284.38

283.5 283.4 6TC 3FL

GAS AND WATER METERS IN BASEMENT STORAGE

CONC.

CODE ANALYST ANDREW THUL athul@cosentini.com

284.88

15'-0"

1.6558

LEGAL DESCRIPTION: LOT 169 AND 170 OF MCNAIR PLACE, IN THE CITY OF WEST HOLLYWOOD, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 22, PAGE 40 OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

282.18

S

G W

S

G W

LAWRENCE J. SCHMAHL

L.S. 5748

No.

LEGEND:

A.C. BW CONC. D/W E FF FL N S TC TG TW W

Description

Date

ASPHALT CONCRETE BACK OF WALK CONCRETE DRIVEWAY EAST FINISHED FLOOR FLOWLINE NORTH SOUTH TOP OF CURB TOP OF GRATE TOP OF WALL WEST BUILDING LINE CENTERLINE CLEANOUT

E G S W

E G S W

2

52.5

E G S W

2

52.5

EDGE OF PAVEMENT ELECTRIC METER FENCE, CHAIN-LINK FENCE, WOOD FENCE, WIRE GAS METER LIGHT POLE LINE, ELECTRICITY LINE, GAS LINE, SEWER LINE, WATER POWER POLE PROPERTY LINE SEWER MANHOLE

TITLE

SITE ANALYSIS Job #

SPOT ELEVATIONS

Size

STREET LIGHT BOX

Drawn by

31 May 2018 24 x 36 ZACH WESTON

Revi sion #

TREE (NOT A DRIP LINE) WALL

00

E 1.2

WATER METER WATER VALVE

SITE PLAN SCALE: 1" = 10'-0"

01

Date

1

Scale

5/31/2018 2:39:07 PM

ELECTRICAL DUCT BANK IN MECH. STORAGE

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

UTILITY DIAGRAM Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

00

E 1.3 SITE PLAN SCALE: 1" = 10'-0"

1

Scale

5/31/2018 2:39:19 PM

LINE, ELECTRICITY LINE, GAS LINE, SEWER LINE, WATER

CONCEPT + LIGHTING LAYERS The arrangement of light fixtures is designed in three layers based on each light's intended purpose.

PROJECT CONSULTANTS

FIRST LAYER - This layer mainly consists off all the main source lights, offering the most overall light to the given space. A majority of these lights are solved by the recessed down lights, and the ceiling fan with the pendant light fixture. These lights cover the living room, kitchen, bathrooms, bedrooms, and interstitial hallway spaces.

BEDROOM 2

BATHROOM

SECOND LAYER - This layer consists of 'task' lights, meaning lights that offer aid to a specific task, such as lighting under the countertop or below the soffit in the kitchen to aid in the more specific lighting, or the light above the sink in the bathrooms.

BEDROOM 1

UP

DN

THIRD LAYER - This final layer encompasses all the other lights aiding to the general aesthetic of the spaces. Track lights that bounce off the walls or reflect on the ceiling to aid in adding more of an ambiance fall into this category.

OFFICE

BATHROOM

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

Second Floor

LEGEND

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

FAN W/ PENDANT LIGHTS RECESSED DOWN LIGHTING PINHOLE RECESSED DOWN LIGHT TRACK LIGHT

No.

Description

Date

TASK LIGHT

DINING ROOM

HANGING PENDANT LIGHTING

LIVING ROOM

KITCHEN

UP

TITLE

DESIGN CONCEPT Job #

ENTRY

Date Size Drawn by

01 31 May 2018 24 x 36 ZACH WESTON

Revision #

E 3.1.1

Typical Townhouse Unit - First Floor Scale:

3

16"

00

= 1'-0" Scale

5/31/2018 2:39:25 PM

BATHROOM

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

DESIGN SPECS. Job # Size Drawn by

01 31 May 2018 24 x 36 ZACH WESTON

Revision #

00

E 3.1.2 Scale

5/31/2018 2:39:29 PM

Date

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

DESIGN SPECS. Job # Size Drawn by

01 31 May 2018 24 x 36 ZACH WESTON

Revision #

00

E 3.1.3 Scale

5/31/2018 2:39:35 PM

Date

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

No.

Description

Date

TITLE

DESIGN SPECS. Job # Size Drawn by

01 31 May 2018 24 x 36 ZACH WESTON

Revision #

00

E 3.1.4 Scale

5/31/2018 2:39:39 PM

Date

LEGEND $

LIGHTING

$3

BEDROOM 2

PROJECT CONSULTANTS

CEILING FAN W/ PENDANT LIGHTS $$

$3

LINEAR PENDANT LIGHT FIXTURE

BATHROOM

RECESSED DOWN LIGHT $ $3

$$ $

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

TRACK LIGHT

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

TASK LIGHT $3 $ DN

$

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

110V CONV ARC FAULT CIRCUIT INTERRUPTED DUPLEX OUTLET

CODE ANALYST ANDREW THUL athul@cosentini.com

$$

WEATHERPROOF GROUND FAULT INTERRUPTED DUPLEX OUTLET

SWITCHES

OFFICE

BATHROOM

OUTLETS

UP

$3$3

$$

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

PINHOLE RECESSED DOWN LIGHT

BEDROOM 1

$

OWNER ZACH WESTON zaweston@cpp.edu

$

3-WAY SWITCH SINGLE SWITCH

$3

3-WAY SWITCH WITH DIMMER

$vs

SINGLE SWITCH WITH VACANCY SENSORS

$3

Second Floor

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

ELECTRICAL WIRE

LIGHTING SCHEDULE $3

LIVING ROOM

KITCHEN

$3

$

QTY

CEILING FAN W/ PENDANT LIGHT FIXTURE

ROOK 350 PENDANT

3

16

LINEAR PENDANT LIGHT

ROOK 350 PENDANT

24

RECESSED DOWN LIGHT

ESSENZA DOWN LIGHT

PINHOLE RECESSED DOWN LIGHT

ESSENZA PINHOLE DOWN LIGHT

TASK LIGHT

LINAIR LED 120V BAR LIGHT

$vs

$vs

UP

$$

$3 $3 $3

$3

LUMINAIRE

BATHROOM

ENTRY $

$

WATTS

TOTAL WATTS

LUMEN

CRI

CCT

EFFICACY

48

1323

83

2700K

82.6 lm/w

16

384

1323

83

2700K

82.6 lm/w

45

12

540

866

83

2700K

72.1 lm/w

4

12

48

866

83

2700K

72.1 lm/w

No.

Description

TITLE

ELECTRICAL PLANS AND SCHEDULE Job #

7

12

84

900

90

3000K

75 lm/w

01

Date

31 May 2018

Size Drawn by

$3

24 x 36 ZACH WESTON

Revision #

Typical Townhouse Unit - First Floor

Scale: 3 16" = 1'-0"

TRACK LIGHT

PENDANT LIGHT

11

5

55

585

83

Date

00

E 3.2

2700K 117 lm/w

Scale

5/31/2018 2:39:45 PM

DINING ROOM

TYPE

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

INTERIOR RENDER TOWARD LIVING ROOM

No.

Description

Date

TITLE

LIGHTING RENDERINGS Job #

01

Date

31 May 2018

Size Drawn by

24 x 36 ZACH WESTON

Revision #

INTERIOR RENDER MASTER BEDROOM

00

E 3.3 Scale

5/31/2018 2:39:49 PM

INTERIOR RENDER TOWARD KITCHEN

CLIENT

KEY NOTES LINE LEGEND STC 35 STC 42 STC 50 STC 53

4 A4.2

HATCH LEGEND BATHROOM 12 X 12 TILE

PROJECT CONSULTANTS

HARDWOOD ADJACENT UNIT

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu

6

6

CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu

DINING

DINING

MECHANICAL ENGINEER HOFU WU hwu@cpp.edu

201

202

PATIO 201

201-B

CODE ANALYST ANDREW THUL athul@cosentini.com

201-C

201-C

ZACH WESTON 201-D

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

LIVING ROOM 201

KITCHEN

KITCHEN

202

201

No.

7 1/2" x 11" x 14

1

13 5

2

12

3

11

10

4

10

5

9

5

9

6

8

6

8

1

13

2

12

3

11

4

BATHROOM 201

ENTRY

Description

Date

14

201

1

7

201-F

201-A

7

TITLE

SOUND TRANSMISSION CLASS CALCULATIONS Job # Date

01 31 May 2018

Size

24 x 36

Drawn by Revision #

ZACH WESTON 00

ACOU 1.1 SECOND FLOOR PLAN SOUND TRANSMISSION CLASS SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:39:54 PM

7 1/2" x 11" x 14

201-E

UP

UP

14

KEY NOTES LINE LEGEND

41'-0" Roof

STC 48 STC 50 STC 52 STC 54 STC 56

HATCH LEGEND BATHROOM 12 X 18 TILE

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

32'-0" Roof Deck

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

20'-0" 3rd Floor

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

10'-0" 2nd Floor

No.

Description

Date

0'-0" 1st Floor TITLE

SOUND TRANSMISSION BETWEEN FLOORS

Size Drawn by

-10'-0" Parking

Revision #

01 31 May 2018 24 x 36 ZACH WESTON 00

ACOU 1.1.2 SECTIONAL SOUND TRANSMISSION CLASS SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:40:00 PM

Job # Date

Condition 1 : Typical Living Room Surface / Material Area and Volume Ceiling Gysum Board 1/2" Thick

x Area =

Gysum Board 1/2" Thick (Suspended) Wall

x Area =

125Hz

250Hz

500Hz

1000Hz

2000Hz

4000Hz

90

0.29 26.1

0.1 9

0.05 4.5

0.04 3.6

0.07 6.3

0.09 8.1

83

0.15 12.45

0.10 8.3

0.05 4.15

0.04 3.32

0.07 5.81

0.09 7.47

0.55

0.14

0.08

0.04

0.12

0.11

148.5

37.8

21.6

10.8

32.4

29.7

Gysum Board 1/2" Thick (nailed to 2 x 4s 16" o.c x Area ‐ Windows and doors = Floor Wood Doors Sliding Glass Door (6'9"x6'9")

Air Space Air

270

x Area =

173

0.15 25.95

x Area (6'9"x6'9") =

45

0.18 8.1

0.11 19.03

0.10 17.3

0.07 12.11

0.06 10.38

0.07 12.11

0.06 2.7

0.04 1.8

0.03 1.35

0.02 0.9

0.02 0.9

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

x Volume (173 Floor SF x 9'‐0" Height) = 1,557.00

Furniture + People

x number of people =

2

Total Sabin:

nil 0

nil 0

0.0002 0.3114

0.0005 0.7785

0.0012 1.8684

0.0034 5.2938

1.70 3.4

2.70 5.4

3.30 6.6

3.80 7.6

3.70 7.4

3.60 7.2

224.50

82.23

56.26

39.56

65.06

70.77

2.94

8.04

11.75

16.71

10.16

9.34

0.35

0.95

1.38

1.97

1.20

1.10

Alpha Bar Sum Surfaces

CLIENT

No.

661

Description

Date

Reverberation - Time (Second) 77.85

Preferred Range =

.3 - 1.3

Actual Range = .35 - 1.20 TITLE

Reverberation Times Job # Date Size Drawn by Revision #

01 31 May 2018 24 x 36 ZACH WESTON 00

ACOU 1.1.3 Scale

5/31/2018 2:40:05 PM

1,557x .05=

KEY NOTES LINE LEGEND Cold Water Supply Hot Water Supply

3 1 4" Main / 2" TYP. Hot Water Supply

Waste

Flow at 18"/ft. Slope

Stack Vent Roof Drain

1 12" Roof

PROJECT CONSULTANTS

HATCH LEGEND BATHROOM 12 X 12 TILE

OWNER ZACH WESTON zaweston@cpp.edu

HARDWOOD ADJACENT UNIT

PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

4 A4.2

4 A4.3

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046

4 A4.4

CLIENT

8

6

6

BEDROOM 201

DINING 201

PATIO

PATIO

201

201

201-B 201-C

7

201-G

No.

9

201-G

Description

Date

201-D

BATHROOM 201

BEDROOM LIVING ROOM

201

201

KITCHEN

KITCHEN

202

201

DN

201-G

1 2

201-G

3

DN 7 1/2" x 11" x 14

UP

201-E

UP

14

201-E

14

4

1

5

13 5

1

2 5

2

12

2

3

3

11

3

4

10

4

10

4

5

14

8

9

5

9

5

6

13

9

8

6

8

9

7

12

10

12

BATHROOM

11

201

ENTRY

BATHROOM 201

OFFICE 201

7 1/2" x 11" x 17

1

13

6

16

7

15

TITLE

WATER SUPPLY SYSTEM

201

Job #

7

201-F

1

201-A

8

7

01

Date 10

31 May 2018

Size

11

4

Drawn by

24 x 36 ZACH WESTON

Revision #

00

P 1.1 SECOND FLOOR PLAN PLUMBING LOCATION SCALE: 1/4" = 1'-0"

7

THIRD FLOOR PLAN PLUMBING LOCATION SCALE: 1/4" = 1'-0"

4

ROOF DECK DRAINAGE LOCATION SCALE: 1/4" = 1'-0"

1

Scale

5/31/2018 2:40:09 PM

1

KEY NOTES LINE LEGEND

41'-0" Roof

Cold Water Supply Hot Water Supply Stack Vent

HATCH LEGEND BATHROOM 12 X 12 TILE HARDWOOD ADJACENT UNIT

3 1 4" Main / 2" TYP. Hot Water Supply 1 1 2" Roof

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

32'-0" Roof Deck

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

20'-0" 3rd Floor

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

10'-0" 2nd Floor

No.

Description

Date

0'-0" 1st Floor TITLE

WATER SUPPLY SECTION Job # Size Drawn by

-10'-0" Parking

01 31 May 2018 24 x 36 ZACH WESTON

Revision #

00

P 1.1.2 SECTION SUPPLY PLUMBING LOCATION SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:40:14 PM

Date

KEY NOTES LINE LEGEND

41'-0" Roof

Waste

Flow at 18"/ft. Slope

Stack Vent Roof Drain

1 12" Roof

HATCH LEGEND BATHROOM 12 X 12 TILE HARDWOOD ADJACENT UNIT

PROJECT CONSULTANTS

OWNER ZACH WESTON zaweston@cpp.edu PROJECT MANAGER KIP DICKSON kadickson@cpp.edu CONSTRUCTION MANAGER MICHAEL FOX mfox@cpp.edu

32'-0" Roof Deck

STRUCTURAL ENGINEER GARY McGAVIN gmcgavin@cpp.edu MECHANICAL ENGINEER HOFU WU hwu@cpp.edu CODE ANALYST ANDREW THUL athul@cosentini.com

ZACH WESTON

20'-0" 3rd Floor

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1041 N Spaulding Ave West Hollywood, CA 90046 CLIENT

10'-0" 2nd Floor

No.

Description

Date

0'-0" 1st Floor TITLE

WASTE SEWER SYSTEM Job #

01

Date

31 May 2018

Size

-10'-0" Parking

24 x 36 ZACH WESTON

Revision #

00

P 1.2 SECTION WASTE PLUMBING LOCATION SCALE: 3/8" = 1'-0"

4

Scale

5/31/2018 2:40:19 PM

Drawn by