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”