CD-HOUSING

General Note

West Hollywood Multi-Family Housing Specific Note

1051 North Spauling Avenue West Hollywood, Ca 9004 6

Sara Robles

sararobles@cpp.edu

West Hollywood Multi-Family Housing 1051 North Spauling Avenue West Hollywood, Ca 90046

Client:

No.

City of West Hollywood

Description

Date

Title:

Job#

01

Date:

03 April, 2017

Size: Drawn by:

24x36 Sara Robles

Revision#

00

Scale

GENERAL NOTES

PROJECT INFORMATION APN NO. : 5530-015-029&5530-015-030

NOTE: REFER TO A-8 SERIES FOR WALL TYPES, TYP.

LOCATION: 1051 N. SPAULDING AVE. WEST HOLLYWOOD, CA 90046 OCCUPANCY GROUP: RESIDENTIAL: R-2 (2 LEVELS ABOVE GRADE) PARKING: S-2 (1 LEVEL BELOW GRADE)

CONSULTANTS

SYMBOLS

MATERIALLEGEND

OFFICE

WALL TYPES: EXISTING/ REMOVED/ NEW

102

ROOM # FINISH KEY

A

ROOM NAME

9'-0"

MARC SHULITZ STRUCTURAL ENGINEER 3801 W.TEMPLE AVE.POMONA, CA 91768 MSCHULITZ@CPP.EDU

CEILING HT.

CONSTRUCTION TYPE: V-A (RESIDENTIAL) 1-A (PARKING)

EXIT WALL TO REMAIN

AREA

13 513 sf.

UNIT INFORMATION

B

UNIT TYPE

STORIES: 3 WALL/ ITEM TO BE REMOVED

PROJECT DENSITY: 13 UNITS

SECTION # DRAWING #

REQUIRED PARKING SPACES: 24 INFILL EX. WINDOW/DOOR PATCH TO MATCH ADJ. FIN.

LOT SIZE: 13,000 SQFT MAXIMUM ALLOWABLE HEIGHT: 50 FT

NEW WALL

3HRS 3HRS 2HRS 2HRS

A A1.1

DRAWING # DETAIL # DRAWING #

C

A -

A

INTERIOR ELEVATION

1 A1.1 5 7.1

2-HOUR PARTITION/ WALL

SCHEDULE SYMBOLS

CONSTRUCTION KEYNOTEREFER SHEET NOTES

REFER TO A-6 SERIES FOR SCHEDULED ITEMS, TYP.

1

DOOR NUMBER

A

WINDOW NUMBER

EP-1A 5A

ROOM # ITEM NUMBER

MICHAEL FOX CONSTRUCTION MANAGER 3801 W.TEMPLE AVE.POMONA, CA 91768 MFOX@CPP.EDU ANDREW THUL CODE CONSULTANT 3801 W.TEMPLE AVE.POMONA, CA 91768 ATHUL@CPP.EDU

PARTITION TYPE- REFER TO A-8 SERIES

BREAK IN FLOOR FINISH

3-HOUR PARTITION/ WALL

SANTA MONICA BLVD

HOFU WU MECHANICAL ENGINEER 3801 W.TEMPLE AVE.POMONA, CA 91768 HWU@CPP.EDU

DETAIL NUMBER

EXIT SIGN

VICINITY MAP

SPECIFIC NOTES

B

WALL FIRE-RATINGS 1-HOUR PARTITION/ WALL

SECTION

D

ELEVATION KEY DETAIL #

FIRE RESISTANCE RATING: TABLE 601 MAIN STRUCTURE: BEARING WALLS: ROOF: FLOOR:

UNIT #

BARRY MILOFSKY PROJECT MANAGER 3801 W.TEMPLE AVE.POMONA, CA 91768 BAMILOFSKY@CPP.EDU

PAINT NUMBER TOILET ACCESSORY / FIXTURES & FITTINGS

EQ -

EQUIPMENT

M-1

MOLDING TYPE

100

FURNITURE CALLOUT

SHEET INDEX SHEET NUMBER

A 0.1 A0.2 A 0.3 A 0.4 A 0.5 A 1.1 A 2.1 A 2.2 A 2.3 A 2.4 A 3.1 A 4.1 A 4.2 A 5.1 A 6.1 A 6.2 A 7.1 A 8.1 A 8.2 A 9.1 S 1.1 S 1.2 E 1.1 M 1.1

SHEET NAME COVER SHEET TITLE SHEET GENERAL NOTES CODE ANALYSIS CODE ANALYSIS CODE ANALYSIS SITE PLAN PARKING LEVEL PLAN FIRST LEVEL FLOOR PLAN SECOND LEVEL FLOOR PLAN ROOF PLAN ELEVATIONS SECTIONS ENLARGED WALL SECTIONS ENLARGED PLANS INTERIOR ELEVATIONS SCHEDULES REFLECTED CEILING PLANS VERTICAL CIRCULATION VERTICAL CIRCULATION KEY DETAILS FOUNDATION PLAN FRAMING PLAN ELECTRICAL DRAWINGS MECHANICAL DRAWINGS

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

NO.D

CITY OF WEST HOLLYWOOD

ESCRIPTION

DATE

N GENESEE AVE

N SPAULDING AVE

INTERIOR FINISH NOTES Title:

1. INTERIOR WALL AND FLOOR FINISH BY OCCUPANCY (TABLE 803.5) EXITWAYS AND PASSAGEWAYS - CLASS A CORRIDORS - CLASS B ROOMS AND ENCLOSED SPACES - CLASS C NOTE: WHE APPROVED SPRONKLER SYSTEM IS PROVIDED, FLAME SPREAD CLASS MAY BE REDUCED ONE CLASS, BUT IN NO CASE SHALL MATERIALS HAVING A CLASSIFICATION GREATER THAN CLASS III BE USED. 2. SMOKE DENSITY

TITLE SHEET Job#

01

Date:

02 June, 2017

Size: Drawn by:

24x36 Sara Robles

Revision#

00

MAXIMUM SMOKE DENSITY RATING OF 450

A0.1 Scale

GENERAL NOTES

EGRESS

SECURITY REQUIREMENTS

1. Egress signs shall be internally or externally illuminated 2. Exit signs illuminated by an external source shall have an intensity of not less than 5 footcandles (54lux) 3. Internally illuminated signs shall be listed and labeled and shall be installed in accordance with the manufactureres instructions and Section 2702.

4. Exist signs shall be illuminated at all times.

5. Exit signs shall be connected ti an emergency power system that will provide an illumination of not less than 90 min. in case of primary poser loss (1011.2-1011.5.3) 6. Egress doors shall be redily openable from the egress side without the use of a key or special knowledge or effort. See Section 1008.1.8.3 for exceptions.

7. Door handles, locks and other operationg devices shall be installed at a min 34" and a max 48" above the finish floor.

8. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 9. All egress door operation shallalso comply with Section 1008.1.9 1008.1.9.7.

10 The means of egress, including the exit discharge shall be illuminated at all times the building space served by the means of egress is occupied.

11. The means of egress illumination level shall not be less than 1 footcandle att he walking surface.

12. The power supply for the means of egress illumination shall normally be provided by the premises electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: a. Aisles and unenclosed egress stairways in rooms and spaces that require 2 or more means of egress. b. Corridors, exit enclosures and exit passageways in buildings required to have 2 or more exits. c. Exterior egress components at other than level of exit discharge until exit exit dischartge is accomplished for the buildings required to have 2 or more exits. d. Interior exit discharge elements, aspermitted in Section 1027.1 in buildings required to have 2 or more exits. e. Exterior landings as required by SEction 1008.1.5 for exit discharge doorways in buildings reequired to have 2 or more exits.

13. The emergency power syustem shall provide power for the duration of not less than 90 minutes and shall consist of storage patteries, unit equipment or on-site generator. The installation of the emergency power system shall be in accordance with Section 2702.

14. Emergency lighting systems shall be arranged to provide initial illumination that is at least an average of 1 footcandle (11lux) and a minimum of 0.1 footcandle (1lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline 0.6 foot-candle (6 lux) average and a minimum at any point of 0,06 foot-candle (0.6lux) at the end of the emergency lighting time duration.

A maximum to minimum illumination uniformity ratio of 40 to 1 shall not be exceeded.

1. All pin-type door hinges accessible from outside shall have non-removable hinge pins. Hinges shall have min. 1/4" dia. steel jamb stud with 1/4" min. protection. The strike plate for latches and holding device for projecting dead bolts in wood construction shall be secured to the jamb and the wall framing with screws no less than 2-1/2" long. 91.6711 (e.g.)

2. Any release for metal bars, grills, grates or similar devices constructed to preclude human entry that are installed shall be located on the inside of the adjacent room and at least 24 inches from the closest opening through such metal bars, grills, grates or similar devices that exceeds two inches in any dimension. 91.6722(d) 3. Mullions shall be considered a part of adjacent panels unless sized as required herein for stiles and rails except mullions not over 18 inches long may have an overall width of not less than 2 inches.

91.6711 (a)2 4. Glazed openings within 40" of the door lock when the door is in the closed position, shall be fully tempered glass or approved burglary resistant material, or shall be protected by metal bars, screens or grills having a maximum opening of 2". The provisions of this section shall not apply to view ports or windows which do not exceed 2" in their greatest dimensions. 91.6720 5. Other openable windows shall be provided with substantial locking devices. In B Occupancies, such devices shall be glide bars, bolts, cross-bars, and/or padlocks with minimum 9/32" hardened steel shackles and bolted, hardened steel hasps. 91.6722(b) 6. Screens, barricades, or fences made of material which preclude human climbing shall be provided at every portion of every roof, balcony, or similar surface which is within 8 ft. of the utility pole or similar structures. 6707 7. Sliding doors and windows shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. 91.6712 & 6722(a) 8. Sliding glass doors and windows shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the tests specified in 91.6731 and 91.6732.

9. Provide dead bolts with hardened inserts; deadlocking latch with key-operated locks on exterior; locks openable without key, special knowledge or special effort on interior; throw type and embedment of dead bolts for single swinging door, active leaf or pairs of doors, or bottom leaf of Dutch door. 91.6711. The door knob and the thumb turn which operates the deadbolt shall not be separated by more than 8 inches. However, it must also complied with ADA's requirement if required 10. Straight dead bolts shall have a min. throw of 1" and an embedment of not less than 5/8", and a hook-shaped or an expanding-lug deadbolt shall have a minimum throw of 3/4". 91.6711 (b) 11. Wood flush-type doors shall be 1-3/8" thick minimum with solid core construction hollow core doors less than 1-3/8" in thickness covered on the inside face with 16 gauge sheet metal attached with screws a 6" on centers around the perimeter or equivalent. Door stops of in-swinging doors shall be of one-piece construction with the jamb or joined by rabbet to the jamb.

12. Wood Panel type doors with panels fabricated of lumber not less than 9/16" thickness, provided shaped portions of the panels are not less than 1/4" thick. Individual panels shall not exceed 300 sq. ft. in area. Stiles and rails shall be of solid lumber in thickness with overall dimensions of not less than 1-3/8 inches and 3 inches in width.

13 Provide metal guides at top and bottom of metal accordion grate or grille-type doors.

14. Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is otherwise accessible to gripping tools. 91.671 l(f) 15. Exit doors shall be openable from the inside without the use of a key, special knowledge or effort.

16. Flush bolts or surface bolts are prohibited.

17. Post a sign adjacent to the main exit door wit 1" lettering stating: "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." [Main exit only.]

CITY OF WEST HOLLYWOOD COMMERCIAL NOTES GENERAL: 1. The construction shall not restrict a five-foot clear an unobstructed access to any water or power distribution facilities (power poles, pull-boxes, transformers, vaults, pumps, valves, meters, appurtenances, etc.) or to the location of the hook-up. The construction shall not be within 10' of any power lines - whether or not the lines are located on the property. Failure to comply may cause construction delays and / or additional expenses. Obtain approval from Real Estate Business Unit of DWP. 2. Install a seismic gas shutoff valve on each fuel gas line for new buildings and alterations in excess of $10,000. Contact the Plumbing Division for more information.

3. Obtain permit from Public Works for a protection fence canopy on or over any street or public space.

4. Obtain approval from Public Works and Building Department for any temporary shoring/excavations that remove the lateral support from a public way prior to construction.

5. For site within Potential Methane Zone, obtain approval from Fire Department and Mechanical Division of Building Department for installing a mechanical venting system per MGD #92.

6. Obtain permit from the State of California Division of Industrial Safety prior to permit issuance for: a) For trenches or excavations 5 ft. or more in depth into which a person is required to descend. b) The construction or demolition of any building, structure, or scaffolding or false work more than 3 stories or 36' in height. HSC 17922.5 SPECIAL HAZARDS: 1. Roof obstructions such as television antenna, guy wires, solar panels, razor ribbon, fence, cable, or other obstructions shall not prevent Fire Department access or egress in the event of a fire. LAMC 57.12.02 2. Provide collision barriers adequate to protect control meters, regulators, and piping for hazardous material that are exposed to vehicular damage. LAMC 57.20.07 3. The indoor storage of combustible materials shall be regulated in relation to arrangement, location, size of areas, height, separations, and housekeeping. LAMC 57.57.03 4. An approved Seismic Gas Shut-off Valve shall be installed on the fuel gas line on the downstream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. Provide a metal label for the shutoff valve. LA City Ord. 170,158 5. Duct penetrations through protective element of fire rated corridor walls shall be protected with a fire damper per UBC Standard 43-7 & 43-12.

6. Emergency Systems. Independent supports and braces shall be provided for light fixtures required for exit illumination.

7. Support for Ceiling Appendages. Separate support from the structure shall be provided for all appendages such as light fixtures, air diffusers, exit signs and similar elements.

GRADING: 1.

Obtain approval from Public Works and Grading Division of Bldg. and Safety for grading work exceeds 200 cubic yard during rainy season from Nov. I to April 15 for Erosion Control at job site prior to construction.

2.

Provide approved damp-proofing for all walls below grade that enclose habitable or non-habitable space. 91.1402.4 3.

Pipe systems must have clean out access at 1) every horizontal bend and 2) at 100' for all other building sites; therefore, provide clean out locations and details on plans.

ABBREVIATIONS AC ACOUST AD ADJ. AFF ALUM APPROX ARCH ASPH AT

Air Conditioning Acoustical Area Drain Adjustable Above Finished Floor Aluminum Approximately Architectural Asphalt(ic) Acoustic Tile

BD BIT BLDG BLKG BM BOT BR

Board Bituminous Building Blocking Beam Bottom Bedroom

CAB CB CEM CJ CLG CLO CLR CMU CO COL CONC CONST CONT CORR CPT CT CTR

Cabinet Catch Basin Cement Control Joint Ceiling Closet Clear(ance) Concrete Masonry Unit Clear Opening Column Concrete Construction Continuous Corridor Carpet Ceramic Tile Center

D DET DF DIA DIM DN DO DR DWG

Deep Detail Drinking Fountain Diameter Dimension Down Door Opening Door Drawing

(E) EA EJ EL ELEC ELEV ENCL EQ EQUIP EXP EXST EXT EX

Existing Each Expansion Joint Elevation (Topo) Electrical Elevation (Arch) Enclosure Equal Equipment Expansion Existing Exterior Existing

FD FDN FE FEC FF FG FHC FIN FIXT FL FLUOR FOC FOF FOS FS FT FTG FURR

Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finished Floor Finished Grade Fire Hose Cabinet Finish Fixture Floor Fluorescent Face of Concrete Face of Finish Face of Studs Finished Surface Feet Footing Furring

GA GALV GL GR GYP BD

Gauge Galvanized Glass Grade Gypsum Wallboard

H HC HORIZ HP HVAC

High Hollow Core Horizontal High Point Heating, Ventilating, Air Cond.

ID IG INCAN INCL INT INSUL JAN JT

Inside Diameter Insulated Glass Incandescent Include Interior Insulation Janitor Joint

KD

Knock Down

LAB LAM LAV LP LTG

Laboratory Laminate(D) Lavatory Low Point Lighting

MAT MAX MECH MEMB MFR MIN MISC MO MR MTD MTL

Material Maximum Mechanical Membrane Manufacturer Minimum Miscellaneous Masonry Opening Moisture Resistant Mounted Metal

(N) NIC NO NOM NTS

New Not In Contract Number Nominal Not To Scale

OC OD OFF OP HD OPNG OPP

On Center Outside Diameter Office Opposite Hand Opening Opposite

PC PERIM PL PL LAM PLAS PLYWD PNT PR PT PTN

Precast Perimeter Plate Plastic Laminate Plaster Plywood Paint (ED) Pair Point Partition

QT QTY

Quarry Tile Quantity

R RD REINF REQ RESIL REV RL RM RO

Radius, Riser Roof Drain Reinforced Required Resilient Revision Rain Leader Room Rough Opening

SC SCHED SECT SG SHT SIM SOG SPEC SQ ST STA STD STL STOR STRUC SUSP SYM

Solid Core Schedule Section Stain Grade Sheet Similar Slab On Grade Specifications Square Stainless Station Standard Steel Storage Structural Suspended Symmetrical

T T&G TEL TER THK TOC TOM TOS TOW TV TYP

Tread Tongue and Groove Telephone Terrazzo Thick(ness) Top of Curb Top of Masonry Top of Steel Top of Wall Television Typical

UON

Unless Otherwise Noted

VT VERT VEST VWC

Vinyl Tile Vertical Vestibule Vinyl Wallcovering

W W/ WC WD WO W/O WP WT WWF

Wide With Water Closet Wood Where Occurs Without Work Point Waterproof(ing) Weight Welded Wire Fabric

XP

Existing Plaster

SPECIFIC NOTES

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

CITY OF WEST HOLLYWOOD

NO.D

ESCRIPTION

DATE

4.

A Registered Deputy Grading Inspector is required on all grading and foundation earthwork in HILLSIDE areas' where (site exceeds 60K S.F.) (cut or fill slopes exceeds 2:1) (cuts exceed 40 ft. in height and within 20 ft. of a property line) (foundation excavation extend below a 1:1 plane from property line) (projects involve unusual hazards).

5.

A Registered Deputy Grading Inspector is required on all shoring work, including the slot cuts, in the HILLSIDE or NON-HILLSIDE areas.

NOTE: A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS IS REQUIRED FOR A PROTECTION FENCE ON OR OVER ANY STREET OR PUBLIC SPACE. 91.4407

REQUIREMENTS: A PROTECTION FENCE SHALL BE PROVIDED WHERE THE EXTERIOR OF ANY BUILDING OR A SIGN ON ANY BUILDING IS ERECTED, ALTERED, REPAIRED, OR DEMOLISHED ADJACENT TO ANY PUBLIC WAY WITH THE EXCEPTION OF THE FOLLOWING CASES: 1. Where the work does not extend more than 8' above the surface of the public way.

2. Where the distance from the work to the public way is more than 1/2 the height of construction.

UNDER CERTAIN CONDITIONS, A BARRICADE MAY BE PERMITTED IN LIEU OF A PROTECTION FENCE. EVERY PROTECTION FENCE SHALL BE A MINIMUM OF 8' HIGH AND SHALL RETURN AT EACH END TO THE INNER EDGE OF THE SIDEWALK. THE FENCE SHALL BE NOT LESS THAN 4' FROM THE FACE OF THE WALL. THE PROTECTION FENCE SHALL BE OF SOLID CONSTRUCTION OF BOARDS NOT LESS THAN 3/4" THICK OR PLYWOOD NOT LESS THAN 1/4" THICK. ALL FENCES SHALL BE PROVIDED WITH A 2" x 4" PLATE, TOP AND BOTTOM, AND SHALL BE WELL BRACED. PLYWOOD FENCES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 1. Plywood 3/4" or 5/16" in thickness shall have studs spaced not more than 2' on center.

PERMITS

1. A permit is required by the California Division of Occupational Safety and Health Administration for the following: a) Excavations over 5 feet in depth where a worker descends. b) Structures over 3 stories or 35 feet in height.

2. A-Permit required for construction of driveways/curb ramps/sidewalks.

3. Contractor (or Contractor's Sub-Contractor) shall provide the following permits and documents as required by the Department of Building and Safety: - Grading Permit - Demolition Permit - Haul Route Memo

Title:

4. Contractor shall provide temporary shoring under separate permit.

Contractor shall submit the temporary shoring submittal, including calcs, drawings, and cut sheets of pertinant items, for review by the Structural Engineer of Record.

Job#

01

Date:

02 June, 2017

GENERAL NOTES

Size: Drawn by:

24x36 Sara Robles

Revision#

00

2. Plywood 3/8" or 1/2" in thickness shall have studs spaced not more than 4' on center, provided a 2" x 4" stiffener is placed horizontally at the mid-height when the stud spacing exceeds 2' on center.

A0.2

3. 5/8" thickness plywood shall not span over 8'.

IN ADDITION TO THE REQUIRED PROTECTION FENCE, AN APPROVED HEAVY DUTY PROTECTION CANOPY SHALL BE PROVIDED WHEN ANY PORTION OF THE WORK IS BEING CARRIED ON AT A HEIGHT OF MORE THAN FOUR TIMES THE DISTANCE BETWEEN THE EXTERIOR WALL AND THE PROTECTION FENCE.

Scale

MEANS OF EGRESS/ EXITING

GENERAL NOTES

CODE ANALYSIS (2016 CALIFORNIA BUILDING CODE)

ALLEY

COMMERCIAL BLDG

FIRE RATING REQUIRED: 1HR ACTUAL: 2HRS OPENINGS: MAX: 75% ACTUAL: 23%

205

SETBACK

ALLEY

1BD UNIT 786SF

FIRE RATING REQUIRED: 1HR ACTUAL: 2HRS OPENINGS: MAX: 75% ACTUAL: 27%

FIRE RATING REQUIRED: 1HR ACTUAL: 2HRS OPENINGS: MAX: 75% ACTUAL: 17%

5’- 0”

5’- 0” SETBACK

SETBACK

7'-6"

1'

ROOF LEVEL 20'-0"

8'-8"

2'-8" 2"

7'-3"

10' 7'-6"

14'-2"

2ND LEVEL 10'-0"

5’- 0”

10'

1/16” = 1’-0”

LOT SIZE: 13,000 SQFT OCCUPANCY GROUP: RESIDENTIAL: R-2 (310.4) 2 LEVELS ABOVE GRADE PARKING: S-2 (311.3) 1 LEVEL BELOW GRADE OCCUPANCY SEPARATION: SEPARATION BETWEEN S2& R2 CONSTRUCTION TYPE: V-A (RESIDENTIAL) 1-A (PARKING) MAXIMUM ALLOWABLE HEIGHTAND AREA: HEIGHT SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.3. AREA SHALL NOT EXCEED THE LIMITS SPECIFIED I N TABLE 506.2 ALLOWED: 50 FT, 3 STORIES, 12,00SQFT PER STORY FOR RESIDENTIAL UNLIMITED ALLOWED FOR PARKING STORIES: THE MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.4 3 MAXIMUM HOUSING INCENTIVES 10 UNITS MINIMUM, 13 UNITS USED 2 INCENTIVES GIVEN: 1- FRONT SETBACK 20 FT REQUIRD, 10FT PROVIDED 2- REAR SETBACK 15 FT REQUIRED, 10FT PROVIDED C. BUILDING AREA CALCULATION

206 42

26

41 203

TOWNHOUSE 414SF

2

28

40

36 37

207

1BD UNIT 786SF

TOWNHOUSE 414SF

202

2

3 32

30 31

208 STUDIO UNIT 414SF

29

SECOND LEVEL

33

34 35

TOWNHOUSE 414SF

201 -- PATH OF TRAVEL EGRESS

2

2

ALLEY SECOND LEVEL

EGRESS -- PATH OF TRAVEL ALLEY

SETBACK

1ST LEVEL 0'-0"

B. MINIMUM CONSTRUCTION TYPE/ ALLOWABLE HEIGHT AND AREA

SPECIFIC NOTES

204

39

BUILDING IS LEVELED TO HEIGHT THEREFORE GRADE PLAN IS 0FT AT STREET LEVEL. NOTE: BUILDINIG IS FULLY SPRINKLERED.

1 EAST ELEVATION

24

27

27'-6"

5'

25

2

TOWNHOUSE 414SF

2

3

A. GRADE PLANE ELEVATION AND BUILDING HEIGHT

0

43

44

STUDIO UNIT 414SF

SPAULDING AVENUE

I. BUILDING FEATURES FOR CODE ANALYSIS

B. OCCUPANT PATHS OF EGRESS

D. FIRE SEPARATION

5’- 0”

TABLE OF CONTENTS I. BUILDING FEATURES FOR CODE ANALYSIS A. GRADE PLANE ELEVATION AND BUILDING HEIGHT B. MINIMUM CONSTRUCTION TYPE/ALLOWABLE HEIGHT AND AREA C. BUILDING AREA CALCULATION D. FIRE SEPARATION II. OCCUPANT LOADS AND EXITING A. OCCUPANCY SCHEDULES B. OCCUPANT PATHS OF EGRESS C. CAPACITY AND ACTUAL USE OF EXITS D. MAXIMUM TRAVEL DISTANCE E. SEPARATION OF EXITS F. COMMON PATH OF TRAVEL IV. FIRE RESISTIVE COMPARTMENTATION A. SHAFTS AND CORRESPONDING RATINGS B. REQUIRED FIRE SEPARATIONS V. ACCESSIBILITY A. IDENTIFICATION OF ACCESSIBLE DWELING B. ACCESSIBLE FEATURES C. ACCESSIBLE PARKING

ALLEY

4

23

FIRE RATING REQUIRED: 1HR ACTUAL: 2HRS OPENINGS: MAX: 75% ACTUAL: 21%

6

105

TOWNHOSE 594SF

104

1BD UNIT 786SF

3

1BD UNIT 786SF

106

SARA ROBLES

2

SARAROBLES@CPP.EDU

22 3

3 19

7

18 20

II. OCCUPANT LOADS AND EXITING

103

21

2

A. OCCUPANCY SCHEDULES

GATE

LEVEL

UNIT NO.

UNIT TYPE

UNIT AREA UNIT OCCUPANCY

1

101

TOWNHOUSE 1ST FLOOR

594SF

2

1

102

TOWNHOUSE 1ST FLOOR

594SF

2

1

103

TOWNHOUSE 1ST FLOOR

594SF

2

1

104

TOWNHOUSE 1ST FLOOR

594SF

2

1

105

ONE BEDROOM

786SF

3

1

106

ONE BEDROOM

786SF

3

1

107

ONE BEDROOM

786SF

3

1

108

ONE BEDROOM

786SF

3

1

109

`STUDIO

414SF

2

2

201

TOWNHOUSE 2ND FLOOR

414SF

2

2

202

TOWNHOUSE 2ND FLOOR

414SF

2

2

203

TOWNHOUSE 2ND FLOOR

414SF

2

2

204

TOWNHOUSE 2ND FLOOR

414SF

2

2

205

STUDIO

414SF

2

2

206

ONE BEDROOM

786SF

3

2

207

ONE BEDROOM

786SF

2

2

208

STUDIO

414SF

2

Client:

CITY OF WEST HOLLYWOOD

5

2

OCCUPANT LOADING PER UNIT

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046

TOWNHOSE 594SF

GATE

15

2 12

1BD UNIT 786SF

107

10

8

3

TOWNHOSE 594SF

2

16

102 NO.D

STUDIO UNIT 414SF

17

2

1BD UNIT 786SF

13

108

14

109

11

FIRST LEVEL

DATE

1 9

3

ESCRIPTION

TOWNHOSE 594SF

2

101

EGRESS -- PATH OF TRAVEL

FIRST LEVEL

ALLEY

EGRESS -- PATH OF TRAVEL

113 113

ALLOWABLE BUILDING HEIGHT: 50 FT, 3 STORIES UNLIMITED FOR PARKING ACTUAL BUILDING HEIGHT: 20 FT, 2 STORIES 11 FT BELOW GRADE FOR PARKING 1ST LEVEL: 10FT 2ND LEVEL: 10FT PARKING: 11FT BELOW GRADE

PARKING 13,364SF 66

Title:

CODE ANALYSIS

ALLOWABLE BUILDING AREA: 12,000 SQFT PER STORY UNLIMITED FOR PARKING

Job#

01

Date:

02 June, 2017

ACTUAL BUILT AREA: 24,606SQFT 1ST LEVEL: 6,926SQFT 2ND LEVEL: 4,680SQFT PARKING: 13,000SQFT

Drawn by:

24x36 Sara Robles

Revision#

00

Size:

A0.3 PARKING LEVEL

Scale

EGRESS -- PATH OF TRAVEL

GENERAL NOTES C. CAPACITY AND ACTUAL USE OF EXITS

F. COMMON PATH OF TRAVEL

SECTION 1005

1014.3 ALL UNITS ARE ADA ADAPTABLE NO COMMON PATH OF TRAVEL IS SMALLER THAN 36”

MINIMUM REQUIRED WIDTH FOR EXITS: 32” THE ONLY EXIT AVAILABLE IS THE GATE IN THE MAIN ENTRANCE OCCUPANCY: 24 ACTUAL SIZE: 76” CALCULATION: 0.2*24= 4.8 DOOR CAPACITY: 76”/ .15= 506

4

23 6

105

TOWNHOSE 594SF

104

1BD UNIT 786SF

2

3

1BD UNIT 786SF

106

22 3

3

D. MAXIMUM TRAVEL DISTANCE

19

103

21

20

MAXIMUM ALLOWABLE TRAVEL DISTANCE: 250FT MAXIMUM TRAVEL DISTANCE: 140 FT

TOWNHOSE 594SF

7

18

2

SPECIFIC NOTES 2

5

GATE

205

15

43

44

TOWNHOUSE 414SF

STUDIO UNIT 414SF

1BD UNIT 786SF

25

2

24

107

10

8

3

3 42

26

2 ONE BEDROOM UNIT PLAN

1 STUDIO UNIT PLAN

1

108

14

2

28

109

2

1BD UNIT 786SF

13

203

TOWNHOUSE 414SF

102

STUDIO UNIT 414SF

17

1/8” = 1’-0”

1/8” = 1’-0”

41

TOWNHOSE 594SF

2

16

206

27

12

1BD UNIT 786SF

204

2

2

9

3

11

TOWNHOSE 594SF

2

101

40 39

2 FIRST LEVEL PLAN 1/16” = 1’-0”

36 37

207

1BD UNIT 786SF

TOWNHOUSE 414SF

2

3

202

32

30

18'

31

208 STUDIO UNIT 414SF

29

33

34 35

TOWNHOUSE 414SF

19

18

20

17

21

16

22

15

23

14

201

2

2

ADA 1

1'

2'-6"

3'

9'

24

SECOND LEVEL

1 SECOND LEVEL PLAN

SARA ROBLES

1/16” = 1’-0”

SARAROBLES@CPP.EDU

14' 14'

WEST HOLLYWOOD MULTI-FAMILY HOUSING

E. SEPARATION OF EXITS

1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046

FIRST LEVEL

Client:

3 TOWNHOUSE UNIT PLANS

NO SEPARATION OF EXITS, ONLY ONE EXIT PROVIDED

18'

1/8” = 1’-0”

CITY OF WEST HOLLYWOOD

13

12

4

23 6

105

TOWNHOSE 594SF

3

1BD UNIT 786SF

106

2 22

103

21

20

UNIT PARTITION TYPE VA REQUIRED: 1 HRS ACTUAL: 1 HRS

2

2

A

MECH ROOM WITH WATERHEATER: 1HR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM ACTUAL FIRE RATING: 1HRS AND AUTOMATIC SPRINKLER SYSTEM

5

12

10

8

3

205

TOWNHOSE 594SF

2

16

1BD UNIT 786SF

13

2

108

102

14

3

109

1 9

11

TOWNHOSE 594SF

2

43

44

STUDIO UNIT 414SF

STUDIO UNIT 414SF

17

6

7

8

9

10

11

ME-1 MECH STORAGE

NO.D

ESCRIPTION

DATE

3 PARKING LEVEL PLAN 1/16” = 1’-0”

B. REQUIRED FIRE SEPARATION

2

107

5

GATE

15 1BD UNIT 786SF

4

BEARING WALLS INTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 1 HRS

TOWNHOSE 594SF

7

3

260SQFT

3 18

2

BEARING WALLS EXTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

TABLE 509

3 19

PRIMARY STRUCTURAL FRAME TYPE IA REQUIRED: 3 HRS ACTUAL: 3 HRS

A. SHAFTS AND CORRESPONDING RATINGS

104

1BD UNIT 786SF

V. FIRE RESISTIVE COMPARTMENTATION

1BD UNIT 786SF

204

2

25

2

24

TOWNHOUSE 414SF

206

3 27

42

26

101

41 TOWNHOUSE 414SF

203

2

28

40

R2(RESIDENTIAL)

39

1 FIRST LEVEL PLAN 1/16” = 1’-0”

Title:

1BD UNIT 786SF

36 37

207

TOWNHOUSE 414SF

2

3

CODE ANALYSIS

S2(PARKING)

202

32

30 31

REQUIRED WALL RATING: 1HR ACTUAL WALL RATING: 1HR

208 29

STUDIO UNIT 414SF

2

33

34 35

TOWNHOUSE 414SF

201

2

1 SECTION FACING SOUTH 1/16” = 1’-0”

Job#

01

Date:

02 June, 2017

Size: Drawn by:

24x36 Sara Robles

Revision#

00

A0.4 1 SECOND LEVEL PLAN 1/16” = 1’-0”

Scale

GENERAL NOTES V. ACCESSIBILITY

C. ACCESSIBLE FEATURES

A. IDENTIFICATION OF ACCESSIBLE DWELING 18'

AN ADA ACCESSIBLE ELEVATOR PROVIDES ACCESS TO UNITS ON GRADE LEVEL ADA CHAPTER 11 A, RESIDENTIAL, AND GUIDLINES DEFINED IN FAIR HOUSING ACT

19

18

20

17

21

16

22

15

23

14

ADA

ELEVATOR CONNECTS PARKING TO GRADE LEVEL: FIRST FLOOR UNITS ARE ADA ADAPTABLE/ACCESIBLE ALL BATHROOMS, KITCHENS, DOORS AND HALLWAYS ARE ADA ACCESIBLE.

1

1'

2'-6"

3'

1110A: SITE CONNECTED TO STREET LEVEL, SLOPE IS LESS THAN 2% 9'

24

SPECIFIC NOTES

1120A: NO CHANGES IN ELEVATION INSIDE OF BUILDING WITHOUT USE OF CODE COMPLIANT SLOPES 1110A: NO CHANGES IN ELEVATION OUTSIDE OF BUILDING WITHOUT USE OF CODE COMPLIANT SLOPES

14' 14'

1136A: SWITCHES ARE CODE COMPLIANT

18' 13

4

23 6

105

TOWNHOSE 594SF

3

1BD UNIT 786SF

106

12

104

1BD UNIT 786SF

2 22 3

3 19

TOWNHOSE 594SF

7

18

103

21

20

2

3

4

5

6

7

8

9

10

11

ME-1 MECH STORAGE

2

260SQFT

2

5

GATE

PARKING LEVEL PLAN 1/16” = 1’-0”

15

2 12

1BD UNIT 786SF

107

10

8

3

TOWNHOSE 594SF

2

16

102

STUDIO UNIT 414SF

17 1BD UNIT 786SF

13

2

108

14

3

109

1 9

11

TOWNHOSE 594SF

2

101

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING

LEVEL PLAN 1 FIRST 1/16” = 1’-0”

1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

CITY OF WEST HOLLYWOOD

B. ACCESSIBLE FEATURES

ADA KITCHEN

NO.D

ESCRIPTION

DATE

ADA BATH

1 ONE BEDROOM UNIT PLAN 1/8” = 1’-0”

Title:

CODE ANALYSIS Job#

01

Date:

02 June, 2017

Size: Drawn by:

24x36 Sara Robles

Revision#

00

A0.5 Scale

GENERAL NOTES

COMMERCIAL BLDG POWER POLE

SPECIFIC NOTES

ALLEY

LEGEND

S

E

W

EE

E

E

ELECTRICAL LINE

S

SEWER WATER

S

W

W E

GAS BUILDING LINE

S

S

LIGHT POLE POWER POLE PROPERTY LINE S S.L.

SEWER MANHOLE STREET LIGHT BOX

S

W

S

S

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

CITY OF WEST HOLLYWOOD

NO.D

ESCRIPTION

DATE

S

W

S

W

S.L.

W

S

27'-6"

WATER METER

SPAULDING AVENUE

S

W

W

W

STRRET CENTER LINE

W

W

S

TREE (NOT A DRIP LINE)

SITE PLAN

S

W

Title:

Job#

01

Date:

02 June, 2017

Size:

1

SITEPLAN 1/8= 1’-0”

0

10'

Drawn by:

24x36 Sara Robles

Revision#

00

A1.1

20'

Scale

1/8”=1-0”

GENERAL NOTES

A

C

B

E

D

F SPECIFIC NOTES

29'-3"

21'-7"

32'-8"

31'

17'-6"

1 18'

8' 18'-7"

7'-6"

7'

11'

2'-9"

9'-6"

6'

5'

4'

18'

4'

39'-11 1" 2

28'-3"

1'-3"

18'

ADA 1

1'

2

18

20

17

21

16

22

15

2'-6"

3'

19

12'-6 1" 2 24

29'-6"

9'

6'

SARA ROBLES

1 A4.1

SARAROBLES@CPP.EDU

14'

18'

14'

23

35'-4"

WEST HOLLYWOOD MULTI-FAMILY HOUSING

14

1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

3

CITY OF WEST HOLLYWOOD

18'

26'-9"

13

12

NO.D

ESCRIPTION

DATE

11'

4

2

3

4

5

6

7

8

9

10

11

17'-6"

ME-1 MECH STORAGE

14'-6"

10'-4"

260SQFT 18'

5

2 A4.1

Title:

PARKING PLAN Job#

01

Date:

02 June, 2017

Size:

1

PARKING PLAN 1/8= 1’-0”

0

10'

Drawn by:

24x36 Sara Robles

Revision#

00

A2.1

20'

Scale

1/8”=1-0”

GENERAL NOTES

SPECIFIC NOTES 4 A2.1

1'

39'

1'

33'

1'

1'

9'-6"

6'-6"

4

23 6

105

TOWNHOSE 594SF

104

1BD UNIT 786SF

2

3

106

22

1'

1BD UNIT 786SF

18'

20'-6"

3

3 18 22'

20

103

21

18'

19

TOWNHOSE 594SF

7

9'-10" 7'-11"

1 A4.3

2

5'

2'-10"

29'

6'-4"

2

12'

22'

2 A2.1

1'

19'-2"

8'-10"

10'

5'

1 A3.1

5

1 A2.1

SARA ROBLES

GATE

SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 18'-8"

2

Client:

CITY OF WEST HOLLYWOOD

9'

2'

3'

1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046

1'

15

3'

1'

12'

12

5'

3

8

10'

TOWNHOSE 594SF

2

16

102

17

2

1BD UNIT 786SF

13

1'

38'

STUDIO UNIT 414SF

109

1

108

9

3

11

TOWNHOSE 594SF

2

ESCRIPTION

DATE

101

5'

1'

1'

14

NO.D

18'

1 A8.1

10

10'

107

8'

18'

1BD UNIT 786SF

19'

1'

38'

1'

21'

1'

33'

1'

5'

3 A2.1

Title:

FIRST LEVEL FLOOR PLAN

Job#

01

Date:

02 June, 2017

Size:

1

FIRST LEVEL PLAN 1/8= 1’-0”

0

10'

Drawn by:

24x36 Sara Robles

Revision#

00

A2.2

20'

Scale

1/8”=1-0”

GENERAL NOTES

SPECIFIC NOTES

11'-6"

25'-6"

9'-6"

6'-6"

6'-6"

25' 10'-6"

205

17'-6"

24

206

204

2

25

2

TOWNHOUSE 414SF

4'-6"

1BD UNIT 786SF

STUDIO UNIT 414SF

19'-6"

11'

43

44

38'-6"

20'

3

42

24'

27

34'-6"

26

15' 19'

1 A5.1

6"

49'

5'

4 A3.1

41 TOWNHOUSE 414SF

203

2

26'

28

40

24'-6"

1 A4.1

9'-6"

1 A3.1

SARA ROBLES

90'

12'

2 A3.1

SARAROBLES@CPP.EDU

39

10'

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

14' 40'

3 5'

30

TOWNHOUSE 414SF

2

202

32

6"

45'

36 37

38'-6"

1 A8.1

207

19'

1BD UNIT 786SF

31

208

5'

20'

STUDIO UNIT 414SF 19'-6"

29

CITY OF WEST HOLLYWOOD

34 35

33

NO.D

ESCRIPTION

DATE

TOWNHOUSE 414SF

201

2

2

36'

49'

10'

3 A3.1

2 A4.1 Title:

SECOND LEVEL FLOOR PLAN

Job#

01

Date:

02 June, 2017

Size:

1

SECOND LEVEL 1/8= 1’-0”

0

10'

Drawn by:

24x36 Sara Robles

Revision#

00

A2.3

20'

Scale 1/8”=1-0”

GENERAL NOTES

COMMERCIAL BLDG

SPECIFIC NOTES

ALLEY

SLOPE 2%

SLOPE 2% SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2% SLOPE 2%

SPAULDING AVENUE

SLOPE 2% SLOPE 2%

SLOPE 2%

SLOPE 2%

27'-6"

SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2%

SLOPE 2% SLOPE 2%

SLOPE 2%

SLOPE 2%

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

NO.D

CITY OF WEST HOLLYWOOD

ESCRIPTION

SLOPE 2%

Title:

ROOF PLAN

Job#

01

Date:

02 June, 2017

Size:

1

ROOF PLAN 1/8= 1’-0”

DATE

0

10'

Drawn by:

24x36 Sara Robles

Revision#

00

A2.4

20'

Scale

GENERAL NOTES

1'

ROOF LEVEL 20'-0"

7'-6"

SPECIFIC NOTES

1

2'-8" 2"

EAST ELEVATION 1/8= 1’-0”

8'-8"

7'-3"

10' 7'-6"

14'-2"

2ND LEVEL 10'-0"

1ST LEVEL 0'-0"

ROOF LEVEL 20'-0"

2

2'-6" 1' 2"

17'-6" 12'-6" 7'-6"

2ND LEVEL 10'-0"

WEST ELEVATION 1/8= 1’-0”

1ST LEVEL 0'-0"

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046

ROOF LEVEL 20'-0"

Client:

4'

CITY OF WEST HOLLYWOOD

3

2'-6" 1' 2"

7'-6"

2ND LEVEL 10'-0"

SOUTH ELEVATION 1/8= 1’-0”

1ST LEVEL 0'-0"

NO.D

ESCRIPTION

DATE

ROOF LEVEL 20'-0"

4

NORH ELEVATION 1/8= 1’-0”

2'-6" 1' 2"

10'

4'-8"

16'-6"

2ND LEVEL 10'-0"

1ST LEVEL 0'-0"

Title:

ELEVATIONS Job#

01

Date:

02 June, 2017

Size:

0

10'

Drawn by:

24x36 Sara Robles

Revision#

00

A 3.1

20'

Scale

1/8”=1-0”

2 A4.2

GENERAL NOTES

1 A4.2

SPECIFIC NOTES

1

SECTION FACING SOUTH 1/4= 1’-0”

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

CITY OF WEST HOLLYWOOD

NO.D

ESCRIPTION

DATE

Title:

SECTIONS Job#

01

Date:

02 June, 2017

Size:

2

SECTION FACING WEST 1/4= 1’-0”

Drawn by:

24x36 Sara Robles

Revision#

00

A 4.1 Scale

1/4”=1-0”

FLASHING SLOPE 2%

GENERAL NOTES

PLYWOOD CANT STRIP

FLASHING

PLYWOOD

PLYWOOD

2X10 JOIST

CANT STRIP

SLOPE 2%

INSULATION RESILIANT CHANNEL

SPECIFIC NOTES

ALUMINUM WINDOW FRAME DOUBLE PANE WINDOW 2X6 STUD

METAL PANEL WATERPROOF BARRIER

DENSGLASS GLASS RAILING

PLYWOOD INSULATION

PLYWOOD

GYPSUM

2X10 JOIST INSULATION

PLYWOOD

PLYWOOD

ACOUSTIC MATT

SARA ROBLES SARAROBLES@CPP.EDU

LIGHT WEIGHT CONCRETE CARPET

ALUMINUM WINDOW FRAME DOUBLE PANE WINDOW

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

CITY OF WEST HOLLYWOOD

2X6 STUD

PLYWOOD METAL PANEL

METAL PANEL

NO.D

ESCRIPTION

DATE

WATERPROOF BARRIER PLYWOOD SLOPE 2% DENSGLASS

INSULATION GYPSUM

CONCRETE SLAB

PLYWOOD

DROP PANEL

CONCRETE SLAB

COLUMN

CONCRETE SLAB

CONCRETE SLAB

GRAVEL

GRAVEL

Title:

ENLARGED SECTIONS

EARTH

EARTH

Job#

01

Date:

02 June, 2017

Size:

1

ENLARGED SECTION 3/4= 1’-0”

2

ENLARGED SECTION 3/4= 1’-0”

Drawn by:

24x36 Sara Robles

Revision#

00

A 4.2 Scale

3/4”=1-0”

GENERAL NOTES

1'

2'-6"

5'

5'

5'

1'-9"

13'-1"

3"

3'-2"

1'-7"

1'

2'-8"

REF

16'-11"

SINK-1

SPECIFIC NOTES

5'-11 3 " 4

7'-6 3 " 4

CASE-1

1 2

4'-2"

8 6"

3

LIVING ROOM

A4.4

6

246.0000

7

1'-4"

BEDROOM

1'

5'

4'-5"

7'-6 1 " 4

7'-0 1 " 4

KITCHEN

CASE-2

A4.4

3'-2"

4

3'-5"

STOV-1

5

5'-3"

18'-6"

14'

14'-6"

3"

DW

2' 1'

18'-8"

4'

KITCHEN/LIVING ROOM PLAN 1 0

1/4” = 1’-0”

10'

2'

5'

2"

5'

BEDROOM PLAN 2

10'

1/4” = 1’-0”

0

5'

10'

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

4 13

"

3 13 " 16

16

11 1 " 6"

CITY OF WEST HOLLYWOOD

1'-9"

2'-4 1 " 4

8

6" SINK-2

NO.D

DATE

1'-7"

ESCRIPTION

2'-8"

6"

1'-7"

TOIL

7'-1"

9 12

A4.4

BATH

TUB

10 5'

11

6"

3'

6"

4'-9"

2"

BATHROOM ROOM PLAN 1 1/2” = 1’-0”

0

5'

10'

6"

53 4

"

53" 4

2'-7"

LEGEND CASE-1 CASE-2 DW LIGHT REF SINK-1 SINK-2 STOV TOIL TUB

WOOD KITCHEN COUNTERTOP AROUND SINK WOOD CASEWORK AND COUNTERTOP DISHWASHER LED FLUSH MOUNT WALL FIXTURE REFRIGERATOR DOUBLE COMPARTMENT KITCHE SINK BATHROOM SINK STOVE TOP AND OVEN TOILET BATHTUB

Title:

ENLARGED PLANS Job#

01

Date:

02 June, 2017

Size: Drawn by:

24x36 Sara Robles

Revision#

00

A 5.1 Scale

GENERAL NOTES

22'-3"

22'-3"

7'-9"

1 2 " 2

1 2 " 2

4'

SPECIFIC NOTES

2'-6"

14'-8"

1'-6"

7'-3"

1

KITCHEN/LIVING ROOM ELEVATION

2

1/2” = 1’-0”

19'-0

1 " 16

5'-3

KITCHEN/LIVING ROOM ELEVATION

3

1/2” = 1’-0”

1 " 16

5'

1'

1'

1'

1'

2'-6"

5'

7'-3"

7'-3"

9'

4'-7"

2'-7"

10'-5"

KITCHEN/LIVING ROOM ELEVATION 1/2” = 1’-0”

19' 7'-1

1 " 16

2'-5"

5'

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 5'

1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046

CITY OF WEST HOLLYWOOD

11 " 16

4'-2

3 " 8

9'

9'

Client:

3'-9

TOTO

KITCHEN/LIVING ROOM ELEVATION

5

1/2” = 1’-0”

BEDROOM ELEVATION

1'

1'

2'-6"

4

TOTO

6

1/2” = 1’-0”

BEDROOM ELEVATION

9

1/2” = 1’-0”

BATHROOM ELEVATION

NO.D

ESCRIPTION

DATE

1/2” = 1’-0”

2" 17'

2' 4'

7'-9"

2'-0

1 " 16

5'-3

1 " 16

1 " 8

7'-3"

7'-3"

2'

7'-3

9'-6"

8'

7'-3"

Title:

1'

3'

INTRIOR ELEVATIONS

7

BEDROOM ELEVATION 1/2” = 1’-0”

8

BEDROOM ELEVATION 1/2” = 1’-0”

10

BATHOOM ELEVATION 1/2” = 1’-0”

11

BATHOOM ELEVATION 1/2” = 1’-0”

11

BATHOOM ELEVATION 1/2” = 1’-0”

Job#

01

Date:

02 June, 2017

Size: Drawn by:

24x36 Sara Robles

Revision#

00

A 6.1 Scale

1/2”=1-0”

GENERAL NOTES

DOOR SCHEDULE FOR UNITS 106 AND 206 ROOM

LEVEL

TYPE

DIMENSIONS

MATERIAL

18

ENTRY

1

A

3' - 0" ' x 7' - 0"

WOOD

WOOD

PANEL DOOR

19

BEDROOM

1

B

3' - 0" ' x 7' - 0"

WOOD

WOOD

20

BATH

1

B

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

WOOD

26

ENTRY

1

A

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

27

BEDROOM

1

B

28

BATH

1

B

DESCRIPTION

ROOM

LEVEL

TYPE

1

LIVING ROOM

1

HOLLOW CORE

2

WOOD

HOLLOW CORE

LIVING ROOM

3

WOOD

WOOD

PANEL DOOR

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

WOOD

WOOD

4' - 0" ' x 7' - 0"

WOOD

WOOD

FRAME MATERIAL

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

LIVING ROOM

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

4

LIVING ROOM

1

3

2' - 6" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

HOLLOW CORE

5

LIVING ROOM

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

HOLLOW CORE

6

KITCHEN

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

7

LIVING ROOM

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

8

LIVING ROOM

1

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

9

BEDROOM

1

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

10

KITCHEN

1

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

11

LIVING ROOM

1

5

2' - 6" x 15' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

12

LIVING ROOM

1

4

2' - 6" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

13

LIVING ROOM

1

5

2' - 6" x 15' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

14

KITCHEN

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

15

KITCHEN

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

16

BEDROOM

1

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

17

KITCHEN

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

18

KITCHEN

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CESEMENT WITH TRIM

19

LIVING ROOM

1

3

2' - 6" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

20

BEDROOM

1

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

21

BEDROOM

1

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

22

BEDROOM

1

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

23

LIVING ROOM

1

5

2' - 6" x 15' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

24

KITCHEN

1

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

25

LIVING ROOM

1

4

2' - 6" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

26

BEDROOM

1

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

27

KITCHEN

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

28

KITCHEN

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

29

BEDROOM

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

30

BEDROOM

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

31

HALLWAY

2

3

2' - 6" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

32

STAIRWAY

2

4

2' - 6" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

33

BEDROOM

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

34

BEDROOM

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

35

BEDROOM

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

36

HALLWAY

2

3

2' - 6" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

37

BEDROOM

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

38

STAIRWAY

2

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046

39

KITCHEN

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

Client:

40

KITCHEN

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

41

KITCHEN

2

3

2' - 6" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

42

KITCHEN

2

4

2' - 6" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

43

KITCHEN

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

CASEMENT WITH TRIM

44

KITCHEN

2

1

5' - 0" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

45

BEDROOM

2

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

46

LIVING ROOM

2

4

2' - 6" x 5' - 0"

ALUMINUM

ALUMINUM

FIXED WITH TRIM

47

LIVING ROOM

2

3

2' - 6" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

48

BEDROOM

2

2

5' - 0" x 10' - 0"

ALUMINUM

ALUMINUM

SLIDER WITH TRIM

3'

SPECIFIC NOTES

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING

CITY OF WEST HOLLYWOOD

NO.D

ESCRIPTION

DATE

5'

5'

B

5'

10'

1

2 Title:

10'

3

5'

4

2'-6"

2'-6"

A

MATERIAL

2'-6"

3'-3"

DESCRIPTION

DIMENSIONS

MARK

6'-6"

7'-3"

MARK

FRAME MATERIAL

WINDOW SCHEDULE

SCHEDULES Job#

01

Date:

02 June, 2017

Size:

15'

Drawn by:

24x36 Sara Robles

Revision#

00

5

A 6.3 Scale

3/8”=1-0”

GENERAL NOTES

SPECIFIC NOTES

20’-3”

1’-9”

11’-5”

9’-8”

1’-7” 1’

15’

3’-6”

21’-1”

3’-2”

$

6”

$

BATH

15’-6”

$

VS

$

KITCHEN/ LIVING ROOM

20’-6

3’-5”

D

D

$$

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 7’-6”

D

BEDROOM

1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

1’

5’

CITY OF WEST HOLLYWOOD

5’

19’-4”

4’-2”

10’

5’

NO.D

ESCRIPTION

DATE

43’-6”

$ $ $

SINGLE SWITCH

FLUSH MOUNT

VS

SINGLE SWITCH WITH VACANCY SENSOR

LINEAR BATH LIGHT

D

DIMMER SWITCH

HARD STRIP FIXED RAIL LIGHTING DIFFUSER RETURN DUCT

Title:

REFLECTED CEILING PLANS

Job#

01

Date:

02 June, 2017

Size: Drawn by:

24x36 Sara Robles

Revision#

00

A 7.1 Scale

1/4”=1-0”

GENERAL NOTES

3 A8.2

3 A8.1 1 A8.2

5'

1" 58

SPECIFIC NOTES

5'

4 A8.2

10'

10" 2'-10"

10"

6"

5" 8

10'

1 A8.1 1" 104

5'

5'

1" 5'-72

15'

1'

1'

2 A8.1

SARA ROBLES SARAROBLES@CPP.EDU

1

STAIRCASE PLAN Scale: 1/2" = 1'-0"

1

WEST HOLLYWOOD MULTI-FAMILY HOUSING

SECTION 1

1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046

Scale: 1/2" = 1'-0"

Client:

NO.D

CITY OF WEST HOLLYWOOD

ESCRIPTION

DATE

5'-413 16"

2 A8.2

5'-17 8"

5" 8

6"

1" 2"

5 A8.2

3 A8.2

5" 8

1" 104

3" 216

1" 12

4'-73 8"

Title:

VERTICAL CIRCULATION

Job#

01

Date:

02 June, 2017

Size:

2

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

3

Drawn by:

24x36 Sara Robles

Revision#

00

ELEVATION

A 8.1

Scale: 1/2" = 1'-0" Scale

GENERAL NOTES

SPECIFIC NOTES

1

2

DETAIL 1

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

Scale: 1'-1/2" = 1'-0"

3

DETAIL 3 Scale: 1'-1/2" = 1'-0"

SARA ROBLES SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

CITY OF WEST HOLLYWOOD

NO.D

4

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

5

ESCRIPTION

DATE

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

Title:

VERTICAL CIRCULATION

Job#

01

Date:

02 June, 2017

Size: Drawn by:

24x36 Sara Robles

Revision#

00

A 8.2 Scale

1 1/2”=1-0”

GENERAL NOTES

FLASHING

PLYWOOD PLYWOOD

GYPSUM

CANT STRIP

WATERPROOFING

INSULATION

CARPET

PLYWOOD

LIGHTWEIGHT CONCRETE

GYPSUM

ACOUSTIC MATT

METAL PANEL

PLYWOOD

WINDOW SILL

DENSGLASS

2X6 DOUBLE HEADER

PLYWOOD

DOUBLE-PANE GLASS

INSULATION

METAL PANEL

PLYWOOD 2X6 BLOCKING

2X10 JOIST

SPECIFIC NOTES

DENSGLASS PLYWOOD

METAL PANEL

INSULATION

DENSGLASS

GYPSUM

WINDOW HEADER

PLYWOOD

PLYWOOD

2X10 JOIST

METAL PANEL

INSULATION

DENSGLASS PLYWOOD GYPSUM

RESILIENT CHANNEL PLYWOOD

PLYWOOD

INSULATION

WINDOW HEAD DETAIL

ROOF DETAIL

WINDOW SILL DETAIL

METAL PANEL

EXTERIOR CORNER DETAIL

CARPET

METAL PANEL

LIGHTWEIGHT CONCRETE

PLYWOOD

DENSGLASS

ACOUSTIC MATT

GLASS RAIL

INSULATION

PLYWOOD

LIGHTWEIGHT CONCRETE

CARPET

FLASHING

GYPSUM PLYWOOD

2% SLOPE

METAL PANEL

CARPET

PLYWOOD

LIGHTWEIGHT CONCRETE ACOUSTIC MATT

LIGHTWEIGHT CONCRETE

PLYWOOD

2% SLOPE

DENSGLASS

ACOUSTIC MATT

INSULATION

GYPSUM

PLYWOOD

METAL PANEL

SARA ROBLES SARAROBLES@CPP.EDU

DENSGLASS

CONCRETE SLAB FLASHING

WEST HOLLYWOOD MULTI-FAMILY HOUSING

PLYWOOD

1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046

2% SLOPE

2X10 JOIST

Client:

2X10JOIST

CITY OF WEST HOLLYWOOD

INSULATION METAL PANEL

RESILIENT CHANNEL

PLYWOOD

RESILIENT CHANNEL

DENSGLASS

GYPSUM

GYPSUM

PLYWOOD

PLYWOOD

INSULATION

RAIL ON BALCONY DETAILHANSEN RAILING SYSTEMS

EXTRERIOR WALL DETAIL

WALL AND CEILING DETAIL

NO.D

PLYWOOD

ESCRIPTION

DATE

EXTAERIOR WALL FACING BALCONY DETAIL

PANEL GASKET INSULATION

TOP RAIL

2X10 JOIST

GASKET

MENDING PLATE

TEMPERED GLASS

SEALANT

PANEL

EXTERIOR

Title:

KEY DETAILS

INTERIOR

STEEL STANCHION

EXTERIOR

Job#

01

Date:

02 June, 2017

Size: RESILIENT CHANNEL PLYWOOD

Revision#

00

GYPSUM PLYWOOD

INTERIOR WALL AND CEILING CONNECTION

Drawn by:

24x36 Sara Robles

RAILING DETAILHANSEN RAILING SYSTEMS

EXTERIOR FACADE DETAIL SECTION W1000H KINGSPAN PANEL

EXTERIOR FACADE DETAIL PLAN W1000H KINGSPAN PANEL

A 9.1 Scale

GENERAL NOTES

A

C

B

29'-3"

21'-7"

E

D

F

32'-8"

31'

SPECIFIC NOTES

17'-6"

1 18'

8' 18'-7"

7'-6"

7'

11'

2'-9"

9'-6"

6'

5'

4'

18'

4'

1'-3"

39'-11 1" 2

28'-3"

6” CONCRETE WALL

18'

ADA 1

1'

2

18

20

17

21

16

2'-6"

3'

19

12'-6 1" 2 24

9'

6'

29'-6"

1’ CONCRETE SLAB

22

15

1 A4.1 14'

18'

14'

23

35'-4"

14

SARA ROBLES SARAROBLES@CPP.EDU

3

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 18'

Client:

2’X2’ PLANTER

CITY OF WEST HOLLYWOOD

26'-9"

13

12

4’X4’ DROP PANEL

1’X3’ COLUMN

6” CMU WALL

NO.D

11'

4

2

3

4

5

6

7

8

9

10

ESCRIPTION

DATE

11

17'-6"

ME-1 MECH STORAGE

14'-6"

10'-4"

260SQFT 18'

5

2 A4.1

Title:

FOUNDATION PLAN

Job#

01

Date:

02 June, 2017

Size:

1

Drawn by:

24x36 Sara Robles

Revision#

00

FOUNDATION PLAN 1/8= 1’-0”

S2.0 Scale

1/8”=1-0”

GENERAL NOTES

SPECIFIC NOTES

2X10 JOISTS

2X10 RIM JOIST

16"O.C. 1'

16"O.C.

10'-113

4

"

BATH

6X10 BEAM

SARA ROBLES LIVING ROOM

SARAROBLES@CPP.EDU

6"

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046

KITCHEN

CITY OF WEST HOLLYWOOD

6X10 BEAM

8'-0

BEDROOM

1" 4

Client:

2X10 JOISTS

16"O.C.

2X10 RIM JOIST

NO.D

Title:

ESCRIPTION

FRAMING PLAN

Job#

01

Date:

02 June, 2017

Size:

1

FOUNDATION PLAN 1/8= 1’-0”

DATE

Drawn by:

24x36 Sara Robles

Revision#

00

S2.1 Scale

1/4”=1-0”

GENERAL NOTES

SPECIFIC NOTES

20’-3”

1’-9”

11’-5”

9’-8”

1’-7” 1’

15’

3’-6”

21’-1”

3’-2”

$

6”

$

BATH

15’-6”

$

VS

$

KITCHEN/ LIVING ROOM

20’-6

3’-5”

D

SARA ROBLES

D

$$

SARAROBLES@CPP.EDU

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

CITY OF WEST HOLLYWOOD

1’

5’

7’-6”

D

BEDROOM

5’

19’-4”

4’-2”

10’

5’

NO.D

ESCRIPTION

DATE

43’-6”

$ $ $

SINGLE SWITCH

FLUSH MOUNT

VS

SINGLE SWITCH WITH VACANCY SENSOR

LINEAR BATH LIGHT

D

DIMMER SWITCH

HARD STRIP

ELECTRICAL WIRE FIXED RAIL LIGHTING

Title:

ELECTRICAL DRAWINGS

Job#

01

Date:

02 June, 2017

Size:

1

ELECTRICAL PLAN 1/4= 1’-0”

Drawn by:

24x36 Sara Robles

Revision#

00

E 1.1 Scale

1/2” = 1’-0”

GENERAL NOTES

SPECIFIC NOTES

20’-3”

15’

1’-9”

11’-5”

9’-8”

1’-7” 1’

3’-6”

21’-1”

3’-2”

6”

BATH SARA ROBLES

15’-6”

SARAROBLES@CPP.EDU

3’-5”

KITCHEN/ LIVING ROOM

20’-6

WEST HOLLYWOOD MULTI-FAMILY HOUSING 1051 NORTH SPAULDING AVENUE WEST HOLLYWOOD, CA 90046 Client:

CITY OF WEST HOLLYWOOD

5’

7’-6”

BEDROOM

ESCRIPTION

DATE

1’

NO.D

5’

19’-4”

4’-2”

10’

5’

DIFFUSER RETURN DUCT CEILING UNIT

43’-6”

Title:

MECHANICAL DRAWINGS

Job#

01

Date:

02 June, 2017

Size:

1

UNIT PLAN W/ HVAC 1/4= 1’-0”

Drawn by:

24x36 Sara Robles

Revision#

00

M 1.1 Scale

1/4”=1-0”