Garcia Alexia -506 Development Design Project by Alexia Garcia Obeso

SPRING 2017

SPAULDING APTS DESIGN DEVELOPMENT

DEPT. OF ARCHITECTURE

ALEXIA GARCIA OBESO

INDEX 505 SUBMITTAL.................................................. PROJECT INFO.................................................... SITE ANALYSIS..................................................... MATERIALS.............................................................. EXISTING SITE...................................................... PROPOSED SITE............................................... CODE ANALYSIS................................................ FLOOR PLANS...................................................... ELEVATIONS........................................................... STACK UNIT............................................................ ELEVATIONS............................................... SECTIONS...................................................... DETAILS........................................................... STRUCTURE................................................ PLUMBING................................................... HVAC................................................................. ELECTRICAL................................................

EXTERIOR PERSPECTIVE

EXTERIOR PERSPECTIVES

INTERIOR PERSPECTIVE

EXTERIOR PERSPECTIVE

ARC505 SCHEMATIC DESIGN

ALEXIA GARCIA 505/505L

N SPAULDING AVE

N GENESSE AVE

SANTA MONICA BLVD

SPAULDING AVE

ALLEY

UNDERGROUND LEVEL SCALE 1/8”

ALEXIA GARCIA 505/505L

UNITS TOWNHOUSE 1 BED APT OPEN SPACE PER UNIT COMMON OPEN SPACE LOBBY/ MAIL ROOM GYM LAUNDRY MECHANICAL ROOM STORAGE

SQUAREFOOTAGE 1,180 ft² 675 ft² 120 ft² 1,000 ft² 400 ft² 500 ft² 300 ft² 72 ft² 100 ft²

QUANTITY

TOTAL

3 9 12

PARKING REQ 1.5 1.5 + 4 (GUEST)

PARKING SPACES 4.5 13.5 18

TOTAL

CIRCULATION

TOTAL

10%

SPAULDING AVE

ALLEY

TOTAL 3,540 ft² 6,075 ft² 1,440 ft² 1,000 ft² 400 ft² 500 ft² 300 ft² 144 ft² 100 ft²

9,615 ft²

13,499 ft²

1,350 ft²

14,849 ft²

GROUND LEVEL SCALE 1/8”

ALEXIA GARCIA 505/505L

SECOND LEVEL SCALE 1/8”

THIRD LEVEL SCALE 1/8”

1 BEDROOM APT SCALE 1/4”

TOWNHOUSE GROUND LEVEL SCALE 1/4”

TOWNHOUSE SECOND LEVEL SCALE 1/4”

ALEXIA GARCIA 505/505L

INSULATION DRYWALL

PINE WOOD 2"x4" PINE WOOD 2"x8"

PINE WOOD 2"x2"

STRAND BOARD

6" ULTRATOUCH DEMIN INSULATION

PINE WOOD 2"x8"

INSULATION PINE WOOD 2"x4" PINE WOOD 2"x8"

DRYWALL PINE WOOD 2"x2"

STRAND BOARD

6" ULTRATOUCH DEMIN INSULATION

SECTION A-A” SCALE 1/8” PINE WOOD 2"x8"

INSULATION PINE WOOD 2"x4" PINE WOOD 2"x8"

DRYWALL PINE WOOD 2"x2"

STRAND BOARD

6" ULTRATOUCH DEMIN INSULATION

PINE WOOD 2"x8"

WALL SECTION SCALE 3/8”

SECTION B-B” SCALE 1/8”

ALEXIA GARCIA 505/505L

EAST ELEVATION SCALE 1/8”

NORTH ELEVATION SCALE 1/8”

SOUTH ELEVATION SCALE 1/8”

WEST ELEVATION SCALE 1/8”

ALEXIA GARCIA 505/505L

PERSPECTIVE SECTION NOT TO SCALE

ALEXIA GARCIA 505/505L W

E SETBACKS

HEIGHT LIMIT

NATURAL LIGHT

COURTYARD TOWNHOUSES =3

NATURAL VENTILATION

TERRACES

OPEN SPACE

MAIN CIRCULATION

1 BEDROOM APT = 9

STAIRS / ELEV.

SHEAR WALLS

MATERIALS

MATERIALS INFORMATION

ALEXIA GARCIA 505/505L

WOODWRAP Wood panel for facade Manufacturer Ravaioli Legnami

NAVY Teak decking Manufacturer Ravaioli Legnami

SUSTAINABLE FEATURES

CONSERVATION OF WATER FOR IRRIGATION

SPACE FOR COLLECTION AND STORAGE OF RECYCLABLES

COURTYARD TO ENABLE NATURAL VENTILATION

OPERABLE WINDOWS

ONDUCLAIR PC | Roof panel in translucent plastic laminate Roof panel in opaque plastic laminate Manufacturer ONDULINE ITALIA Onduclair Collection

LOW VOLATILE ORGANIC COMPOUND IN INTERIOR PAINT AND WOOD FINISHES

DECOLIME is a true stone finish essentially composed of hydrated lime, specific hydraulic binders, and fine aggregates â&#x20AC;&#x201C; all factory-pre-mixed.

ENERGY STAR APPLIENCE

SECURE BIKE PARKING

DESIGN DEVELOPMENT

APN: 5530-015-031 OCCUPANCY GROUP: R-3 TYPE OF CONST.: TYPE V-A ZONING: RESIDENTIAL LOT SIZE: 130,000 FT2 PROPOSED AREA: 16,500 FT2 PROPOSED FOOTPRINT: 4,700 FT2 STORIES: 3 ADDRESS: 1051 N SPAULDING AVE W HOLLYWOOD CA 90046 PROPERTY TYPE: SINGLE FAMILY RESIDENTIAL

OWNER: ALEXIA GARCIA 1386 E 9TH ST, UPLAND CA 91786 AGARCIAOBESO@CPP.EDU MAIN PROJECT MANAGER: ALEXIA GARCIA 1386 E 9TH ST, UPLAND CA 91786 AGARCIAOBESO@CPP.EDU STRUCTURAL ENGINEER: GARY MCGAVIN 3801 W TEMPLE AVE, POMONA, CA 91768 GMCGAVIN@CPP.EDU MECHANICAL ENGINEER: GARY MCGAVIN 3801 W TEMPLE AVE, POMONA, CA 91768 GMCGAVIN@CPP.EDU CODE ANALYST: ANDREW J. THUL

PROJECT INFORMATION

APPLICABLE BUILDING CODES • • • • • • • • • •

WeHO City Zoning Notes

Part 1: California Building Standards Administrative Code Part 2: California Building Code (based on the International Building Code) City of West Hollywood Building Code Part 3: California Electrical Code (based on the National Electrical Code) Part 4: California Mechanical Code (based on the Uniform Mechanical Code) Part 5: California Plumbing Code (based on the Uniform Plumbing Code) Part 6: California Energy Code Part 9: California Fire Code (based on the International Fire Code) Part 11: California Green Building Standards Code (CALGreen Code) Part 12: California Reference Standards Code

ACCESSIBILITY MULTISTORY DWELLING UNITS WITH ONE ELEVATOR 1102A.1 WHERE REQUIRED. Building or portions of buildings an facilities within the scope of this chapter shall be accessible to persons with disabilities. 1102A.3.1 Multistory apartment or condominium dwellings in buildings with no elevator. This section shall apply to multistory dwelling units on the ground ﬂoor of buildings without elevators for which an application for a construction permit is submitted on or after July 1, 2005. West Hollywood http://www.weho.org/home/showdocument?id=5138

DESIGN GOALS

DESIGN GOALS ACHIEVEMENT

1. 2. 3. 4. 5. 6. 7. 8. 9.

Orient our building to the best capture of sun Adapt sustainable features like secure bike parking and operable windows Converve water for irrigation Capture sun from south and shade it to decrease overheating Have natural light in all units Adapt materials for each purpose Have vertical circulation visible for security purpose Have operable windows for cross ventilation Have many open spaces and a courtyard for clean air

PROJECT INFORMATION

“DESIGN DEVELOPMENT” THE PRACTICE OF ARCHITECTURE INVOLVES MANY THINGS, IT COULD BE INVOLVING IN THE ART AND DESIGN IDEAS OR EVEN FURTHER IF THE ARCHITECT TAKES CARE OF CONTRACT ADMINISTRATION. ARCHITECTURE IS NOT ONLY A MIX OFART, SCIENCE AND ENGINEERING, BUT ALSO BUSINESS, ECONOMICS AND SOCIOLOGY. AN ARCHITECTURAL PROJECT INCLUDES MANY PHASES WITH DIFFERENT TIMES OF DURATION, THESE ONES ARE THE PRE-DESIGN PHASE, SCHEMATIC DESIGN, DESIGN DEVELOPMENT, CONSTRUCTION DOCUMENTS AND AT LAST THE CONSTRUCTION ADMINISTRATION. THE DESIGN DEVELOPMENT PHASE OR ALSO CALLED DD CAN BE DEFINED AS THE DETAILED DEVELOPMENT OF THE SCHEMATIC DESIGN THAT RESULTS IN DRAWING SETS THAT CAN BE USED FOR A COST ESTIMATE. IT USUALLY PREPARES DRAWINGS AND PRESENTATIONS TO EMPHASIZE THE DESIGN CONCEPT AND DESCRIBE IT IN TERMS OF ARCHITECTURAL, ELECTRICAL, MECHANICAL AND STRUCTURAL SYSTEMS. ALSO, THIS DEVELOPMENT INCLUDES A STATEMENT OF AN APPROXIMATE OR WELL, PROBABLE PROJECT COST. THIS PHASE REQUIRES COORDINATION WITH CONSULTANTS TO IDENTIFY AND ADDRESS POTENTIAL PROBLEMS BEFORE THE DESIGN PROCEEDS. ALSO, PRESENT ADVANCES TO THE CLIENT IS CRUCIAL TO HAVE A COST CONTROL AND TAKE INTO ACCOUNT MORE SPECIFIC FEEDBACK ABOUT THE SPACES. THE FINAL PRODUCT IS A DOCUMENTATION FROM INSIDE AND OUT AND IT INCLUDES ARCHITECTURAL PLANS, STRUCTURAL DESIGN WHICH BE MORE DEVELOPED DURING CONSTRUCTION DOCUMENTS, MECHANICAL DESIGN, ELECTRIC DESIGN, CIVIL AND LANDSCAPE DESIGN, INTERIOR DESIGN, MATERIALS, PROJECT SCHEDULING AND COST ESTIMATE. TYPICALLY, THE LEVEL OF DETAIL PROVIDED IN THE DD PHASE IS DETERMINED BY THE OWNERS AND IT OFTEN ENDS WITH A FORMAL PRESENTATION TOWARDS THE CLIENT APPROVAL. THE TRADITIONAL ARCHITECTURAL FEE WAS ONLY A PERCENTAGE OF THE CONSTRUCTION COST, BUT NOW THE FEE ALLOCATES AMONG THE PHASES OF THE PROJECT. SAYING THIS, THE SCHEMATICS DESIGN TAKES ABOUT 15% OF THE FEE, WHILE THE DESIGN DEVELOPMENT 20%. IN CONCLUSION, THE OBJECTIVES OF THE DD ARE VERY DIFFERENT FROM THE SCHEMATIC DESIGN PHASE. IT DEFINES AND DESCRIBE ALL IMPORTANT ASPECTS SO THAT ALL THAT CONCLUDES IN A FORMAL DOCUMENTATION FOR FUTURE CONSTRUCTION DOCUMENTS.

1. MCMORROUGH, J. (2006). MATERIALS, STRUCTURES, AND STANDARDS: ALL THE DETAILS ARCHITECTS NEED TO KNOW BUT CAN NEVER FIND. GLOUCESTER, MA: ROCKPORT.

DESIGN DEVELOPMENT

ALEXIA GARCIA 505/505L

SITE ORIENTATION S

HEIGHT LIMIT HEIGHT LIMIT

SETBACKS SETBACKS

SOUTH-WEST SUN NATURAL USED FOR NATURAL LIGHT LIGHTING

COURTYARD TOWNHOUSES =3

NATURAL VENTILATION VENTILATION

NATURAL FROM NORTH-EAST TO SOUTH-WEST

OPEN SPACE

OPEN SPACES TO INCREASE VENTILATION

STAIRS / ELEV. VERTICAL CIRCULATION

1 BEDROOM APT = 9

UNITS

1 TERRACES TERRACES

MAIN MAIN CIRCULATION CIRCULATION

SHEAR BEARING WALLS = WALLS SIMPLE STRUCTURE

MATERIALS MATERIALS

SITE DATA DIAGRAMS

WOODWRAP Wood panel for facade Manufacturer Ravaioli Legnami

NAVY Teak decking Manufacturer Ravaioli Legnami

SUSTAINABLE FEATURES

CONSERVATION OF WATER FOR IRRIGATION

SPACE FOR COLLECTION AND STORAGE OF RECYCLABLES

COURTYARD TO ENABLE NATURAL VENTILATION

OPERABLE WINDOWS

SUSTAINABLE FEATURES

ONDUCLAIR PC | Roof panel in translucent plastic laminate Roof panel in opaque plastic laminate Manufacturer ONDULINE ITALIA Onduclair Collection

LOW VOLATILE ORGANIC COMPOUND IN INTERIOR PAINT AND WOOD FINISHES

DECOLIME is a true stone finish essentially composed of hydrated lime, specific hydraulic binders, and fine aggregates â&#x20AC;&#x201C; all factory-pre-mixed.

ENERGY STAR APPLIENCE

SECURE BIKE PARKING

SANTA MONICA BLVD

VIEW FROM STREET

CURRENT BUILDINGS AT SITE

PROJECT VIEW FROM ALLEY

CURRENT ALLEY VIEW

24" SWEET GUM

COMMERCIAL BLDG POWER POLE

ALLEY N89째23'56"W

130.06'

STRRET CENTER LINE

100.03'

N0째17'10"W

100.03'

D/W

VECINITY ARCHITECTURAL STYLE

SPAULDING AVE

14" FIGS

12" MAGNOLIA

N0째17'10"W

GENESSE AVE

6" CITRUS

SIDEWALK VIEWS

SIMILAR PROJECT ACROSS THE STREET

22" SWEET GUM

A.C.

10" LOQUAT

14" TREE

24" FICUS

130.07' N89째23'56"W

HEDGE ITALIAN CYPRESS

NEIGHBOR'S BLDG. DIRT NEIGHBOR'S BLDG.

SITE PLAN 1/16" = 1'-0"

N 0' 4'

16'

32'

EXISTING SITE CONDITIONS

SOUTH ELEVATION DECEMBER 21 AT 12:00PM ALTITUDE: 32.43 DEGREES AZIMUTH: 182.10 DEGREES

EAST ELEVATION JUNE 21 AT 12:00PM ALTITUDE: 36.24 DEGREES AZIMUTH: 275.72 DEGREES

SOUTH ELEVATION JUNE 21 AT 12:00PM ALTITUDE: 36.24 DEGREES AZIMUTH: 275.72 DEGREES

EAST ELEVATION MARCH 21 AT 12:00PM ALTITUDE: 53.41 DEGREES AZIMUTH: 153.73 DEGREES

WEST ELEVATION MARCH 21 AT 5:00PM ALTITUDE: 25 DEGREES AZIMUTH: 252.27 DEGREES

EAST ELEVATION SEP 21 AT 8:00AM ALTITUDE: 15.35 DEGREES AZIMUTH: 99.96 DEGREES

“SUN ANALYSIS”

NORTH - SOUTH SECTION JUNE 21ST 12:00 PM COURTYARD LIGHT IN JUNE

1 SHADING SYSTEM

SHADING SYSTEM FUNTIONING DURING DECEBMER 21ST

SHADING SYSTEM

WEST ELEVATION DECEMBER 21 AT 5:00PM ALTITUDE: 2.92 DEGREES AZIMUTH: 243.42 DEGREES

JUNE 21ST, 12:OO PM

NORTH ELEVATION DECEMBER 12:00PM ALTITUDE: 32.43 DEGREES AZIMUTH: 182.10 DEGREES

DECEMBER 21ST, 12:OO PM

GARCIA, ALEXIA 506/506L 4/14/2017

PASSIVE SOLAR ANALYSIS

EAST-WEST SECTION DECEMBER 21ST 12:00 PM

EAST-WEST SECTION JUNE 21ST 12:00 PM

SHADING SYSTEM FUNTIONING DURING JUNE 21ST

Bernoulli Effects EAST ELEVATION

WIND VELOCITY (MPH) 85

WIND PRESSURE COEFFICIENT psf= AREA

DIRECTION FACE SOUTH WEST EAST NORTH

0.00256

2331 1570 7760 2500

ft ² ft ² ft ² ft ²

WIND VELOCITY ² 7225

PRESSURE 18.496

WIND PRESSURE PER FACE 43114.176 29038.72 143528.96 46240

PSF PSF PSF PSF

Wind is essentially a large scale horizontal movement of air. The prevailing winds in our project are located in the west of the lot. Most of the time in the time velocity between 0.51 to 1.80 m / s to the west, also 35% winds to 1.80 to 3.34 m / s. The project design shows the garden areas and the patios in the west and south side. Taking advantage of the locations, we can cover the strongest winds to protect the structure of our building. with the vegetation and the elements of gardening. Because prevailing winds attack the lower part of the building (townhouses) the pressure will be minimal. In addition, the difference of heights and the courtyard in the interior of the building creates a greater natural ventilation in all the units. The wind effects that will affect the structure are the statics wind effect, which primarily causes elastic bending and twisting of our structure. The wind pressure distributions on the surface of building with a rectangular section are asymmetric even when wind blows normal to the building surface. Therefore, wind forces in the across- wind and torsional directions are will not be zero when the wind force in the along-wind direction is a maximum. Because the scale of the building is small, the size effect is small and the dynamic effect in the structure can be decrease with a simplified procedure employed.

Bernoulli Effects WEST ELEVATION

> 11.06 8.49 - 11.06 5.40 - 8.49 3.34 - 5.40 1.80 - 3.34 0.51 - 1.80

WEST LA, SCAQMD

Bernoulli Effects TOP ELEVATION

WIND ENVIRONMENTAL ANALYSIS

MAP PROVIDED BY: KIP DICKSON

EXISTING SITE PLAN

PROPOSED SITE PLAN

ALLEY

SIDE SETBACK

TRASH ENCLOSURE AND EPS LOCATION 15'

PROPERTY LINE

13'

CENTER LINE

20'

FIRE SEPARATION DISTANCE

SPAULDING AVE

UNITS 1-3

UNITS 4-6

UNITS 7-9 SETBACK

21' SETBACK BONUS BY CONCESSIONS 48'-6"

67'-8"

FIRE SEPARATION DISTANCE

BUILDING 1

11'-6"

IMAGINARY LINE

23'-6"

ADA UNIT FIRST FLOOR

MORE THAN 15' FEET BETWEEN BUILDINGS

SETBACK LINE 11'-6"

CENTER LINE

REAR FIRE SEPARATION SETBACK DISTANCE

15'

61'-9"

BUILDING 2

BUILDING 3

UNITS 10-12

SOCIAL

SIDE SETBACK

FIRE SEPARATION DISTANCE

21'-10"

13'-9"

OUT

CODE ANALYSIS

SCALE

1" = 10.0'

BUILDING CONSTRUCTION TYPE : V-A

SUMMARY

602.5 Type V. Type V construction is that type of construction in which the structural elements, exterior walls and

APN 5530-015-031

interior walls are of any materials permitted by this code. Type V construction shall not be permitted inside the fire

OCCUPANCY GROUP R-3

district.

TYPE OF CONSTRUCTION TYPE V-B

BUILDING AREA CALCULATION

ZONING RESIDENTIAL LOT SIZE 130,000 FT2

PARKING GARAGE: S-2

PROPOSED AREA 16,500 FT2

ALLOWABLE: UNLIMITED (TABLE 503)

PROPOSED FOOT PRINT 4,700 FT2

PROPOSED: 13,000.00 SF GROSS

STORIES 3 ADDRESS 1051 N SPAULDING AVE W HOLLYWOOD CA 90046

1. SUBSTRUCTURE - PARKING (S-2):

PROPERTY TYPE SINGLE FAMILY RESIDENTIAL

Aa (allowable area) = [At + (NS x If)]

REGION / CLUSTER 09 / 09163

S-2: Aa (S-2) = At (S-2) + (Ns x F)

DENSITY

= 78,000 SF + (26,000 SF X 1) = 104,000 SF BUT PER CBC 311.3. UNLIMITED

MAXIMUM UNIT SIZE: 1,500 SQ.FT

2. SUPERSTRUCTURE: FOR A, B, R Occupancy: Aa (allowable area) = [At + (NS x If)]

90% =9.7% UNITS REQUIRED MIN

R-2: Aa (R-2) = At (R-2) + (Ns x F) = 48,000 SF + (16,000 SF X 1) = 64,000 SF

19.06.040 RESIDENTIAL ZONING DISTRICT GENERAL DEVELOPMENT STANDARDS. MAXIMUM UNIT NUMBER: 14 UNITS

A-3: Aa (A-3) = At (A-3) + (Ns x F) = 28,500 SF + (9,500 X 1) = 38,000 SF

1,300 SQ.FT / 1,210 SQ.FT =10.74 -ROUNDING DOWN TO 10 UNITS

ALLOWABLE AREA INCREASES WITH AUTOMATIC SPRINKLER SYSTEM 504.2 Automatic sprinkler system increase. Where a building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the value specified in Table 503 for maximum height is increased by 20 feet (6096 mm) and the maximum number of stories is increased by one story. These increases are permitted in addition to the area increase in accordance with Sections 506.2 and 506.3. For Group R buildings equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.2, the value specified in Table 503 for maximum height is increased by 20 feet (6096 mm) and the maximum number of stories is increased by one story, but shall not exceed six stories or 60 feet (18 288 mm), respectively.

Density Bonus Calculations: (What in Grey)

BUILDING HEIGHT 50 FT + 20 FT = 70 FT (Section 504.2)

5 * 2.5=12.5%

3 STORIES + 1 = 4 STORIES (Section 504.2)

SETBACKS FRONT

12,000 SF + 200% = 36,000 SF (Section 506.3) 30 FEET REQUIRED, 42 PROVIDED

5 FT 1ST FLOOR + 1 FT FOR 2ND = SIDE

6 FT ALLOWED, 6 FT

PROVIDED 5 FT 1ST FLOOR + 1 FT FOR 2ND =

STREET ALLEY SIDE REAR

6 FT ALLOWED, 6 FT

PROVIDED 15 FT ALLOWED, 15 FT PROVIDED

OCCUPANCY CLASSIFICATIONS a.

PARKING AREA

GROUP S (STORAGE) : S-2

RESIDENTIAL AREA

GROUP R (RESIDENTIAL) :R-2

WALKING ROOF

INCIDENTAL/ACCESSORY OCCUPANCIES (E.G.,

CAFÃ&#x2030; EXERCISE, GREENHOUSE, ETC.)

GROUP A : ASSEMBLY A-3 (ESTIMATE OF 50 OCCUPANTS, THE AREA IS MORE THAN 10% OF THE BUILDING AREA )

ALLOWABLE HEIGHT A.

BUILDING ALLOWABLE HEIGHT ABOVE

GRADE PLANE BASED ON SPRINKLERED

Per CBC 504.3. R-2 NS, ALLOWABLE HEIGHT 55'

SUPERSTRUCTURE USING CBC TABLE 504.4:

COMPARE WITH ZONING ALLOWABLE HEIGHT

FOR WEHO.

PER WEST HOLLYWOOD ZONING CODE, ALLOWABLE HEIGHT = 35' (PLUS POSSIBLE 10' EXTRA, BUT NOT FOR THIS PROJECT)

COMPARE WITH ACTUAL DESIGN HEIGHT.

ROOF TOP STRUCTURES NEED TO BE NOTED 22' (HEIGHT OF THE ROOFTOP PATIO)

35' ACTUAL HEGHT

GROUP A : R-GROUP B (IT IS PART OF THE RESIDENTIAL OCCUPANCY). ROOMS ; SOCIAL CLUB, GYM AND MAIL ROOM IS FOR 50 PEOPLE, LESS THAN 750 SF.

CODE ANALYSIS

1 RATED OPENING REQUIRED = NOT GOOD

15’ South facade <25% openings North facade >25% openings

6’

13’ 70’

42’6”

EMERGENCY EXITS AT BEDROOMS

6’

15’

EMERGENCY EXITS AT BEDROOMS 1-13 : Fire separation Dinstance (Ds) is measured at 90 degrees angle from the exterior wall of a building to either (1) the center of the street, alley or a publi way, (2) a property line or (3) an imaginary line may be placed at any location between the two buildings as part of the strategy for addressing fire exposure.

2-05 Fire separation distance less than or equal to 10 ft must be rated for fire exposure from both the interior and exterior side. Where exterior walls are required to be rated, the wall cosntruction must mantain its structural stability for the time period designated by the required fire- resistance rating.

Because the minimum distance to property line is 6’ the maximum percentage of openings at the North and South facades are 25%. North wall meets the requirements, while the south has more than 25%. East facades is at 24’ and fir that reason we have an unlimited openings allowed, while the west has 75% percent. (See table below)

23’6”

EMERGENCY ESCAPE OPENINGS 2-11 In group R-2 Occupancies with a single means of egress and group R-3 occupancies, sleeping rooms below the 4th story are required to have at least one emergency escape and rescue opening.

15’

AREA NORTH EXTERIOR

WALL AREA (SF) 2450

OPENINGS (SF) 810

ACTUAL PERCENTAGE 33%

ALLOWABLE PERCENTAGE 25%

EAST EXTERIOR SOUTH EXTERIOR

2300 3260

230 540

10% 17%

UNLIMITED 25%

WEST EXTERIOR

2300

75%

CODE ANALYSIS FIRE REQUIREMENTS

IMAGINARY LOT LINE

RATED OPENING REQUIRED

CODE ANALYSIS FIRE REQUIREMENTS

CODE ANALYSIS ACCESSIBLE REQUIREMENTS

12 min. 305

33 - 36 838 - 914

TOP OF GRIPPING SURFACE

48 min. 1219

CLEARANCE

36 min. 914

19 min. to outlet 483

56 min. 1422

24 min. 610

ACCESSIBILITY REQUIREMENTS

Transfer Side

DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE

7-9 178 - 229

60 min. 1524

CBC 2013 Figure 11B-604.7 Dispenser Outlet Location

CBC 2013 Figure 11B-604.5.2 Rear Wall Grab Bar at Water Closets

CBC 2013 Figure 11B-604.3.1 Size of Clearance at Water Closets

THE INFORMATION ON THIS SHEET REPRESENTS THE FIGURES FROM CBC TITLE 24 PART 2 CHAPTER 11B (2013). THE FIGURES ARE REPRESENTED HERE FOR REFERENCE PURPOSES ONLY.

LOCAL JURISDICTIONS MAY REFERENCE PUBLICATIONS OTHER THAN THOSE REFERENCED ABOVE AND SHOULD BE CONSULTED IF THE LOCAL GUIDELINES DIFFER FROM THOSE SHOWN HEREWITH.

THE REQUIREMENTS SHOWN ARE SOME, BUT NOT ALL OF THE REQUIREMENTS OF THE RESPECTIVE ACCESSIBILITY GUIDELINES. IT IS NOT THE INTENT OF THIS SHEET TO PORTRAY ALL THE REQUIREMENTS OF THE RESPECTIVE GUIDELINES.

IN THE EVENT OF A CONFLICT OR OMISSION BETWEEN THE ARCHITECTS OR ENGINEERS DRAWINGS AND THE CBC TITLE 24 PART 2 CHAPTER 11B & ADA STANDARDS REQUIREMENTS, THE LATEST ADOPTED EDITIONS OF THE PUBLISHED CBC TITLE 24 PART 2 CHAPTER 11B & ADA STANDARDS WILL TAKE PRIORITY.

EACH AND EVERY ONE OF THE SITUATIONS SHOWN ON THIS SHEET MAY NOT OCCUR ON THIS PROJECT.

30 min

762

15 min 381

762

17-19 432-483 15-16 381-406

side wall

30 min

back wall side wall

60 min 1524 Note: inside finished dimensions measured at the center points of opposing sides

(b) Permanent Seat

CBC 2013 Figure 11B-405.9.2 Curb or Barrier Edge Protection

CBC 2013 Figure 11B-608.2.2 Standard Roll-In Type Shower Compartment Size and Clearance

CBC 2013 Figure 11B-610.2 Bathtub Seats

2 1/2 min 64 2 1/2 min 64

4 max 102

2 1/2 min 64

72 min 1829

(a) Removable InTub Seat

X<4 102

51 min 1295

54 min 1372

(b) side (off-centered) door

24 min 610

CBC 2013 Figure 11B-407.2.3.1 Floor Designations on Jambs of Elevator Hoistway Entrance

1118

44 min*

CBC 2013 Figure 11B-307.2 Limits of Protruding Objects

22 min 559 24 min

60 min* 1524

1118

44 min*

2 min 51

36 min 914

CBC 2013 Figure 11B-307.4 Vertical Clearance

24 min 610

1067

X ≥ 80 2032 X > 27 686

(b) front loading

CBC 2013 Figure 11B-611.4 Height of Laundry Compartment Opening

42 min

CBC 2013 Figure 11B-407.2.2.2 Visible Hall Signals

X ≥ 80 2032

27 max 686

15-36

36 max 915 (a) top loading

381-914

68 min 1727

51 2 min

610

CBC 2013 Figure 11B-404.2.4.2 Maneuvering Clearance at Doorways without Doors, Sliding doors

(f) hinge approach, push side (g) hinge approach, push side, door provided with both closer and latch *48 min (1219)

(h) latch approach, pull side

2 min 51

(d) stop or latch approach (j) latch approach, push side (k) latch approach, push side, door provided with closer *48 min (1219)

CBC 2013 Figure 11B-411.2.3 Floor Designation and Car Designation Signs

CBC 2013 Figure 11B-404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates

on Jambs of Destination-Oriented Elevator Hoistway Entrance Signs

CBC 2013 Figure 11B-303.3 Beveled Change in Level

36 min 914 32 min 813

CBC 2013 Figure 11B-304.3.1 Circular Turning Space

1 1/2 min

34 - 38

864 - 965

34 - 38

864 - 965

4-7 102 - 178

CBC 2013 Figure 11B-505.4 Handrail Height

CBC 2013 Figure 11B-505.5 Handrail Clearance

CBC 2013 Figure 11B-505.6 Horizontal Projections Below Gripping Surface

36 min 914

CBC 2013 Figure 11B-304.3.2 T-Shaped Turning Space

12 min 305

CBC 2013 Figure 11B-403.5.1 Clear Width of an Accessible Route

30 min 762

48 min 1219

CBC 2013 Figure 11B-305.3 Clear Floor or Ground Space

30 min 762 (a) forward

(b) parallel

CBC 2013 Figure 11B-305.5 Position of Clear Floor or Ground Space

CBC 2013 11B-504.2 Treads and Risers radius 1/2 max 12.7 (a) radius of tread edge (typical for all profiles)

X > 24 610

32 min 813 36 min 914

base 12 min 305

(b) ramps

1 1/2 min 38

48 min 1219 arm

24 min 610

60 min 1524

36 min 914

60 min 1524

arm

60 min 1524

(a) stairs

30 min 762

CBC 2013 Figure 11B-303.2 Vertical Change in Level

34 - 38

1/2 12.7

24 max 610

1/4 6.4

24 max 610

1/4 6.4 1/4 max 6.4

864 - 965

11 min 279

36 min 914

CBC 2013 Figure 11B-305.7.1 Maneuvering Clearance in an Alcove, Forward Approach

30 deg max (b) angled riser

1 1/4 max 32

(d) beveled nosing

CBC 2013 Figure 11B-504.5 Stair Nosings

CODE ANALYSIS ACCESSIBLE REQUIREMENTS

EXIT TO UPPERFLOOR

EXIT TO SIDEWALK

EXIT TO ALLEY

ACCESIBLE UNIT

EXIT TO SIDEWALK

PATH OF TRAVEL PLANS

1. ACCORDING TO THE CITY OF WEST HOLLYWOOD BUILDING CODE: G-08.050 MULTI-FAMILY HOUSING. 5. OTHER DESIGN ISSUES. C. TRASH DISPOSAL AREAS. TRASH BINS MUST BE LOCATED WITHIN A MASONRY STRUCTURE OR OTHER APPROVED SOLID TRASH ENCLOSURE (SEE ZONING ORDINANCE). THE ENCLOSURE SHOULD BE FINISHED USING MATERIALS COMPATIBLE WITH THE SURROUNDING ARCHITECTURE, AND SHOULD BE SOFTENED WITH LANDSCAPING. GATES SHOULD BE SOLID METAL PAINTED TO MATCH ADJACENT BUILDINGS. RECOMMENDED ENCLOSURE LOCATIONS INCLUDE INSIDE PARKING COURTS, OR AT THE END OF PARKING BAYS. LOCATION SHOULD BE CONVENIENTLY ACCESSIBLE FOR TRASH TRUCKS.

EPS LOCATION

2. ACCORDING TO THE “SPACE GUIDELINES FOR RECYCLING, ORGANICS AND REFUSE SERVICES FOR DESIGNERS OF MULTIFAMILY & COMMERCIAL BUILDINGS” THE WAY WE CAN CALCULATE A CONTAINER VOLUME IS BASED ON THE FOLLOWING THUMB RULE: “THE COMPANIES THAT COLLECT GARBAGE AND RECYCLABLES WILL PROVIDE CARTS AND/OR BINS TO HOLD THOSE MATERIALS PRIOR TO COLLECTION. THE SIZE AND NUMBER OF THESE CONTAINERS WILL DEPEND ON THE SIZE OF THE PROJECT AND POSSIBLY ON THE FREQUENCY OF COLLECTION, AS WELL AS THE TYPES OF CONTAINERS USED BY THE COLLECTION COMPANY. THE 40-40-20 RULE A GENERAL GUIDELINE FOR CHOOSING CONTAINER SIZES IS TO FOLLOW THE 40-40-20 RULE. FOR WEEKLY COLLECTION SERVICES, 40% WILL BE TRASH, 40% WILL BE RECYCLING, AND 20% WILL BE ORGANICS.”

TRASH ENCLOSURE

PARKING LEVEL PLAN

1 SCALE 1/8”= 1’-00”

GROUND FLOOR ARCHITECTURAL PLAN

1 6

129' 14'-10"

24'

21'-3"

24'

20'-11"

A 5'-9"

A B

B BEDROOM

BEDROOM

PATIO

BEDROOM

HVAC ROOM

20'-6"

PATIO PATIO

ELEVATOR UP

BATHROOM

C KITCHEN / LIVING ROOM

16'-6"

KITCHEN / LIVING ROOM

UNIT 2

KITCHEN / LIVING ROOM

UNIT 5

UNIT 8

24'

99'

E BATHROOM BEDROOM

BEDROOM

17'-7"

BEDROOM

BATHROOM

2 6

BATHROOM

UNIT 12

HALL

UNIT 11

HALL

UNIT 10

F 8'-11"

BEDROOM

PATIO

HALL

BEARING WALL

SOCIAL CLUB

BATHROOM

BEDROOM

PATIO

G 5'-9"

SCALE 1/8”= 1’-00”

SECOND FLOOR PLAN

16'

32'

SCALE 1/8”= 1’-00”

THIRD FLOOR PLAN

14'-10"

24'

129'

21'-3"

24'

20'-11"

A 5'-9"

A B

20'-6"

CAGE LADDER

C 16'-6"

SOLAR PANELS

CAGE LADDDER FROM 3RD LEVEL

24'

99'

17'-7"

F 8'-11"

G 5'-9"

G H

7 SCALE 1/8”= 1’-00”

ROOF PLAN

16'

32'

ENLARGED STACKED UNIT PLANS

24' - 6" 2' - 6"

9' - 11"

8' - 7"

24' - 6"

24' - 0"

0' - 6"

8' - 7"

10' - 0"

2' - 6"

3' - 0"

2' - 11"

2' - 6"

9' - 11"

BEDROOM

20' - 9"

BATHROOM

16' - 3"

37' - 7"

MECHANICAL

LIVING ROOM

37' - 5"

BATHROOM

37' - 7"

BATHROOM

KITCHEN

0' - 6"

BEDROOM

20' - 9"

BEDROOM

8' - 7"

LIVING ROOM

KITCHEN

LIVING ROOM

16' - 3"

3' - 0"

3' - 0" 24' - 6"

8' - 4"

REFLECTED CEILING FIRST LEVEL 1/4" = 1'-0"

8' - 5"

3' - 0"

12' - 11"

3' - 0"

8' - 4"

24' - 6"

24' - 4"

REFLECTED CEILING SECOND FLOOR 1/4" = 1'-0"

0' - 6"

12' - 11"

0' - 6"

KITCHEN

REFLECTED CEILING THIRD LEVEL 1/4" = 1'-0"

REFLECTED CEILING KEY

ADJUSTABLE CEILING FAN

WATERPROOF RECESSED CEILING FIXTURE DUPLEX OUTLET

REFLECTED CEILING PLANS

STEAM SHOWER

GFI

DOORBELL

GFI OUTLET WATERPROOF OUTLET

CEILING SUPPLY AIR

6" INCANDESCENT 120 V

CEILING RETURN AIR

DOWNLIGHT SPOT 120 V

VACANCY SENSOR

THERMOSTAT

SMOKE DETECTOR

MOTION SENSOR FIRE SPRINKLERS

16'

ROOF DRAIN CALCULATION ROOF TYPE

SQUARE FOOTAGE

DRAIN DIAMETER

ROOF DRAIN 1

750

ROOF DRAIN B

750

STACKED UNIT ROOF PLAN

1 Western red cedar timber wood cladding. Finish and treated.

PEBBLE GREY 12-Inch Board Sample Composite Decking

White ZINCALUMEÂ® steel panels.

Insulated polycarbonate translucent panels.

A THIRD LEVEL ROOF 35' - 0"

FLOOR PLANTHIRD LEVEL 22' - 0"

1. FLOOR PLANSECOND LEVEL 11' - 0"

1. FLOOR PLANFIRST LEVEL 0' - 0"

UNDERGROUND PARKING

Elevation - East 1/4" = 1'-0"

EAST ELEVATION

16'

White ZINCALUMEÂ® steel panels.

Insulated polycarbonate translucent panels.

PEBBLE GREY 12-Inch Board Sample Composite Decking.

Regalstone Concrete Block

THIRD LEVEL ROOF 35' - 0"

FLOOR PLANTHIRD LEVEL 22' - 0"

1. FLOOR PLANSECOND LEVEL 11' - 0"

1. FLOOR PLANFIRST LEVEL 0' - 0"

UNDERGROUND PARKING

Elevation- North 1/4" = 1'-0" 0'

16'

NORTH ELEVATION

1 Permeable pavers, concrete.

Insulated polycarbonate translucent panels.

White ZINCALUMEÂ® steel panels

Lightweight concrete with matte finish acrylic floor polish.

H THIRD LEVEL ROOF 35' - 0"

FLOOR PLANTHIRD LEVEL 22' - 0"

1. FLOOR PLANSECOND LEVEL 11' - 0"

1. FLOOR PLANFIRST LEVEL 0' - 0"

UNDERGROUND PARKING

Elevation- West 1/4" = 1'-0" 0'

WEST ELEVATION

16'

Aluminium frame windows

White ZINCALUMEÂ® steel panels

Regalstone Concrete Block

Western red cedar timber

THIRD LEVEL ROOF 35' - 0"

FLOOR PLANTHIRD LEVEL 22' - 0"

1. FLOOR PLANSECOND LEVEL 11' - 0"

1. FLOOR PLANFIRST LEVEL 0' - 0"

UNDERGROUND PARKING

Elevation - South 1/4" = 1'-0" 0'

16'

SOUTH ELEVATION

A ROOF LEVEL 33' - 0" THIRD LEVEL CEILING 30' - 0"

UNIT 9

FLOOR PLANTHIRD LEVEL 22' - 0"

TOWNHOUSE UNIT 10

UNIT 8

CEILING 20' - 0"

UNIT 7

1. FLOOR PLANSECOND LEVEL 11' - 0" FIRST LEVEL CEILING 8' - 0" 1. FLOOR PLANFIRST LEVEL 0' - 0"

FLOOR PLANPARKING LEVEL -12' - 0"

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

ROOF LEVEL 33' - 0" GYM

ROOF 22' - 6" TOWNHOUSE UNIT 12

TOWNHOUSE UNIT 11

TOWNHOUSE UNIT 10

CLUB

1. FLOOR PLANSECOND LEVEL 11' - 0"

1. FLOOR PLANFIRST LEVEL 0' - 0"

FLOOR PLANPARKING LEVEL -12' - 0"

SECTION B-B' 1/8" = 1'-0"

ARCHITECTURAL BUILDING SECTIONS

16'

32'

D THIRD LEVEL ROOF 35' - 0"

THIRD LEVEL ROOF 35' - 0" POWDER COATED ALUMINIUM CAPPING

3/4" PLYWOOD SUBFLOOR 1.5 PSF LGS JOIST RAFTER @12" O.C. LGS RIM JOIST 2.74 PSF

METAL ROOF 1.5 PSF 076200

ROOF LEVEL 33' - 0"

TAPERED RIGID INSULATION 3 PSF

LGS TOP TRACK 2 PSF

(WHITE ) CORRUGATED STEEL 138 PSF

HORIZONTAL CHANNEL BRACING 2PSF

DENSGLASS SHEET 0.5 PSF R-19 BATT INSULATION CSI 07220 2.74 PSF

HOLE FOR CONDUIT @24"

THIRD LEVEL CEILING 30' - 0"

3/4" ACOUSTICAL FIBER BOARD 1 PSF

STILL

LIGHT GAUGE STEEL STUDS @16" O.C. 3 PSF 3/4" PLYWOOD DIAPHRAM

3/4" PLYWOOD DECKING CSI 062023 1.5 PSF

LGS BOTTOM TRACK 2 PSF LGS RIM JOIST 2.74 PSF LGS JOIST @12" O.C. 6 PSF

FLOOR PLANTHIRD LEVEL 22' - 0"

(WHITE ) CORRUGATED STEEL

LGS TOP TRACK 2 PSF

DENSGLASS SHEET 07 21 00

LGS WINDOW HEADER 2 PSF

INTERIOR

ALUMINIUM WINDOW FRAME 08 51 13 DOUBLE PANE LOW E- GLAZING 08 80 00

EXTERIOR

WALL BEHIND

INTERIOR

EXTERIOR

3/4" PLYWOOD DIAPHRAM LGS BOTTOM TRACK

LGS JOIST @12" O.C. 6 PSF LGS RIM JOIST 2.74 PSF

3/4" PLYWOOD DECKING CSI 062023

1. FLOOR PLANSECOND LEVEL 11' - 0"

LGS TOP TRACK

(WHITE ) CORRUGATED STEEL 09 21 16

LIGHT GAUGE STEEL STUDS @16" O.C.

DENSGLASS SHEET 07 21 00

3/4" PLYWOOD DIAPHRAM ANCHOR BOLT @4'-0" O.C.

R-19 BATT INSULATION CSI 07220

LGS BOTTOM TRACK

3/4" PLYWOOD DECKING CSI 062023 6" CONCRETE SLAB 03 33 00

12" CONCRETE SLAB

1. FLOOR PLANFIRST LEVEL 0' - 0"

6" CONCRETE SLAB 03 35 00

16" SONOTUBE CONCRETE COLUMN 12" CONCRETE SLAB

4" SAND 6MIL VISQUEEN

FLOOR PLANPARKING LEVEL -12' - 0"

16" SONOTUBE CONCRETE COLUMN 03 33 00

1. FLOOR PLANFIRST LEVEL 0' - 0"

FLOOR PLANPARKING LEVEL -12' - 0"

FOOTING -14' - 0"

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

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

16'

32'

WALL SECTIONS

LGS PEAKED COPPING

TAPERED RIGID INSULATION 3 PSF 076200

THIRD LEVEL ROOF 35' - 0"

SINGLE MEMBRANE ROOFING 0.5 PSF CSI 078000

LIGHT GAUGE STEEL STUDS @16" O.C. LGS JOIST @12" O.C.

LGS PEAKED COPPING

ROOF LEVEL 33' - 0"

RIGID INSULATION CSI 07220 DENSGLASS SHEET

THIRD LEVEL CEILING 30' - 0"

THIRD LEVEL CEILING 30' - 0" HOLE FOR CONDUIT @24" STILL LIGHT GAUGE STEEL STUDS @16" O.C. 3/4" PLYWOOD DIAPHRAM LGS JOIST @12" O.C.

FLOOR PLANTHIRD LEVEL 22' - 0"

3/4" ACOUSTICAL FIBER BOARD 2.8 PSF

R-19 BATT INSULATION CSI 07220

R-19 BATT INSULATION CSI 07220 0.5 PSF

3/4" PLYWOOD DECKING CSI 062023

FLOOR PLANTHIRD LEVEL 22' - 0"

LGS TOP TRACK

DENSGLASS SHEET

3/4" ACOUSTICAL FIBER BOARD

R-19 BATT INSULATION CSI 07220

HOLE FOR CONDUIT @24"

INTERIOR

INTERIOR INTERIOR

INTERIOR

3/4" PLYWOOD DIAPHRAM 3/4" PLYWOOD DECKING CSI 062023

LGS JOIST @12" O.C.

1. FLOOR PLANSECOND LEVEL 11' - 0"

DENSGLASS SHEET

T-BAR METAL GRID

FIRST LEVEL CEILING 8' - 0" 3/4" ACOUSTICAL FIBER BOARD

LIGHT GAUGE STEEL STUDS @16" O.C.

FIRST LEVEL CEILING 8' - 0"

R-19 BATT INSULATION CSI 07220

HOLE FOR CONDUIT @24"

6" CONCRETE SLAB

3/4" PLYWOOD DIAPHRAM 12" CONCRETE SLAB

3/4" PLYWOOD DECKING CSI 062023

ANCHOR BOLT @4'-0" O.C.

1. FLOOR PLANFIRST LEVEL 0' - 0"

4" SAND 6MIL VISQUEEN

FLOOR PLANPARKING LEVEL -12' - 0"

WALL SECTION #2 STRUCTURAL 3/4" = 1'-0"

WALL SECTIONS

FLOOR PLANPARKING LEVEL -12' - 0"

WALL SECTION #2 ARCHITECTURAL 3/4" = 1'-0" 0'

16'

32'

D THIRD LEVEL ROOF 35' - 0"

THIRD LEVEL ROOF 35' - 0" POWDER COATED ALUMINIUM CAPPING

3/4" PLYWOOD SUBFLOOR 1.5 PSF LGS JOIST RAFTER @12" O.C. LGS RIM JOIST 2.74 PSF

ROOF LEVEL 33' - 0"

TAPERED RIGID INSULATION 3 PSF

LGS TOP TRACK 2 PSF

(WHITE ) CORRUGATED STEEL 138 PSF

HORIZONTAL CHANNEL BRACING 2PSF

DENSGLASS SHEET 0.5 PSF HOLE FOR CONDUIT @24"

THIRD LEVEL CEILING 30' - 0"

R-19 BATT INSULATION CSI 07220 2.74 PSF

STILL

LIGHT GAUGE STEEL STUDS @16" O.C. 3 PSF 3/4" PLYWOOD DIAPHRAM

3/4" PLYWOOD DECKING CSI 062023 1.5 PSF

LGS BOTTOM TRACK 2 PSF LGS RIM JOIST 2.74 PSF LGS JOIST @12" O.C. 6 PSF

FLOOR PLANTHIRD LEVEL 22' - 0"

(WHITE ) CORRUGATED STEEL

LGS TOP TRACK 2 PSF

DENSGLASS SHEET 07 21 00

EXTERIOR

INTERIOR

EXTERIOR

INTERIOR

3/4" PLYWOOD DIAPHRAM LGS BOTTOM TRACK

LGS JOIST @12" O.C. 6 PSF LGS RIM JOIST 2.74 PSF

3/4" PLYWOOD DECKING CSI 062023

1. FLOOR PLANSECOND LEVEL 11' - 0"

LGS TOP TRACK LIGHT GAUGE STEEL STUDS @16" O.C.

(WHITE ) CORRUGATED STEEL 09 21 16

3/4" PLYWOOD DIAPHRAM

DENSGLASS SHEET 07 21 00

ANCHOR BOLT @4'-0" O.C.

R-19 BATT INSULATION CSI 07220

LGS BOTTOM TRACK

12" CONCRETE SLAB 6" CONCRETE SLAB 03 33 00

1. FLOOR PLANFIRST LEVEL 0' - 0"

6" CONCRETE SLAB 03 35 00 4" SAND 6MIL VISQUEEN

FLOOR PLANPARKING LEVEL -12' - 0"

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

FLOOR PLANPARKING LEVEL -12' - 0"

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

16'

WALL SECTIONS 32'

POWDER COATED ALUMINIUM CAPPING SINGLE MEMBRANE ROOFING CSI 078000

5/8” GYPSUM BOARD ON METAL LATH (FIRE PROTECTION) CSI 08530

LGS JOIST @12” O.C. CSI 052100 LGS RIM JOIST CSI 052100 LGS TOP TRACK

LGS STILL 3/4” PLYWOOD DECKING CSI 062023 5/8” GYPSUM BOARD

LGS BOTTOM TRACK

R-19 BATT INSULATION CSI 07220

HOLE FOR CONDUIT @ 2FT

3/4” PLYWOOD DIAPHRAGM CSI 061500

CEILING; 3/4” ACOUSTUCAL FIBER BOARD

2X6” LIGHT GAUGE STEEL STUD @16” O.C.

DENSGLASS SHEET (WHITE ) CORRUGATED STEEL

CONCRETE UNIT MASONRY

CONCRETE SLAB 3” 3” CONCRETE SLAB WITH 3” COMPOSITE DECKING CSI 06200

STRUCTURAL WALL SECTION SCALE 1/2’ = 1’

WALL SECTIONS

ARCHITECTURAL WALL SECTION SCALE 1/2’ = 1’

BUILDING DEAD LOADS ZONE

ITEM Rigid Insulation Single Membrane Roofing

ROOF AND THIRD LEVEL CEILING

UNIT LOAD (PSF)

REFERENCE

0.5

Table C3-1 Minimum Design Dead Loads

0.035

Table C3-1 Minimum Design Dead Loads

Three-ply ready roofing

Table C3-1 Minimum Design Dead Loads

2x6" LSG @16 O.C. Joists

1.7

Table C3-1 Minimum Design Dead Loads

1/2" Plywood

1.4

Table C3-1 Minimum Design Dead Loads

3/4" Acoustical Fiber Board T-Bar Metal Grid Lighting * Mechanical *

0.2

Table C3-1 Minimum Design Dead Loads

Sprinklers *

Table C3-1 Minimum Design Dead Loads

Misc. Allowance

Table C3-1 Minimum Design Dead Loads

TOTAL

16.84 2.75

Table C3-1 Minimum Design Dead Loads

2x6" LSG @16 O.C.

1.7

Table C3-1 Minimum Design Dead Loads

R-19 Batt Insulation

0.5

Table C3-1 Minimum Design Dead Loads

THIRD

1/2" Densglass Sheet

1.9

Georgia- Pacific Gypsum, DensGlass Technical Guide.

LEVEL

Corrugated Steel Sheets

WALL

Windows, glass, frame, sash

5/8" GYPSUM BOARD

3/4" Plywood Diaphragm Misc. Allowance

TOTAL

THIRD

1.38

Table C3-1 Minimum Design Dead Loads

1.6

Table C3-1 Minimum Design Dead Loads

19.83

2x6" LSG @16 O.C. Joist

1.7

1/2" Plywood

1.4

Table C3-1 Minimum Design Dead Loads

3/4" Acoustical Fiber Board

Table C3-1 Minimum Design Dead Loads

LEVEL

Hardwood Flooring, 1 "

Table C3-1 Minimum Design Dead Loads

FLOOR

T-Bar Metal Grid

Table C3-1 Minimum Design Dead Loads

AND 2ND Lighting * LEVEL CEILING

Mechanical *

0.2

Table C3-1 Minimum Design Dead Loads

Sprinklers *

Table C3-1 Minimum Design Dead Loads

Misc. Allowance

Table C3-1 Minimum Design Dead Loads

TOTAL

16.3

5/8" GYPSUM BOARD

2.75

Table C3-1 Minimum Design Dead Loads

2x6" LSG @16 O.C.

1.7

Table C3-1 Minimum Design Dead Loads

R-19 Batt Insulation

0.5

Table C3-1 Minimum Design Dead Loads

1.9

Georgia- Pacific Gypsum, DensGlass Technical Guide.

SECOND 1/2" Densglass Sheet LEVEL

Corrugated Steel Sheets

WALL

Windows, glass, frame, sash 3/4" Plywood Diaphragm Misc. Allowance

TOTAL

1.38

Table C3-1 Minimum Design Dead Loads

1.6

Table C3-1 Minimum Design Dead Loads

19.83

2x6" LSG @16 O.C. Stud Rafters

1.7

1/2" Plywood

1.4

Table C3-1 Minimum Design Dead Loads

SECOND 3/4" Acoustical Fiber Board

Table C3-1 Minimum Design Dead Loads

LEVEL

Hardwood Flooring, 1 "

Table C3-1 Minimum Design Dead Loads

FLOOR

T-Bar Metal Grid

Table C3-1 Minimum Design Dead Loads

0.2

Table C3-1 Minimum Design Dead Loads

AND 1RST Lighting * LEVEL CEILING

Mechanical *

Table C3-1 Minimum Design Dead Loads

Sprinklers *

Table C3-1 Minimum Design Dead Loads

Misc. Allowance TOTAL

16.3

5/8" GYPSUM BOARD

2.75

Table C3-1 Minimum Design Dead Loads

2x6" LSG @16 O.C.

1.7

Table C3-1 Minimum Design Dead Loads

R-19 Batt Insulation

0.5

Table C3-1 Minimum Design Dead Loads

1/2" Densglass Sheet

1.9

Georgia- Pacific Gypsum, DensGlass Technical Guide.

FIST LEVEL Corrugated Steel Sheets WALL AND Windows, glass, frame, sash FLOOR

3/4" Plywood Diaphragm Hardwood Flooring, 1 " 1/2" Plywood Subflooring Misc. Allowance

TOTAL TOTAL DEAD LOADS

1.38

Table C3-1 Minimum Design Dead Loads

1.6

Table C3-1 Minimum Design Dead Loads

1.6

Table C3-1 Minimum Design Dead Loads

22.43 111.525

UNIT WEIGHT CALCULATIONS

R-19 BATT INSULATION CORRUGATED ZINCALUME

PRIMARY STRUCTRE W12X25 WIDE FLANGE COLUMNS

WATERPROOF MEMBRANE

3/4" PLYWOOD

LIGHT GAUGE STEEL STUDS @16" O.C.

ALUMINIUM PANEL BATTEN @2' O.C. 2' X 10' DOUBLE PANEL POLYCARBONATE WALL SYSTEM

LSG BOTTOM TRACK LSG TOP TRACK 3" LIGHTWEIGHT CONCRETE

POWDER-COATED THERMALLY BROKEN ALUMINIUM WINDOW FRAME

2" STRUCTURAL METAL DECKING WITH 6X12 WIDE FLANGE SPACED 5' OC

LOW-E DOUBLE GLAZING ALUMINIUM WINDOW FRAME

LSG BOTTOM TRACK

LSG TOP TRACK

CORRUGATED ZINCALUME DETAIL WALL STACK UNITS DETAIL 1

{3D}

POLYCARBONATE WALL SYSTEM DETAIL Source: EXTECH/Exterior Technologies, Inc Website

3D ARCHITECTURAL DETAILS

EXTERNAL GRADE IPA TIMBER SLAT CLADDING

DENSGLASS SHEET

1/4 INCH CLEAT WELDED TU BALUSTER

3/4 PLYWOOD SHEATHING 5 1/2 X 1 5/8 INCH MILD STEEL HANDRAIL

LIGHT GAUGE STEEL STUDS @ 16" OC

LGS BOTTOM TRACK LGS JOIS @12" O.C.

3/8 INCH PROFILED MILD STEEL BALUSTER

1/4 INCH MILD STEEL RAILING

1X3 ALUMINIUM VERTICAL SPACERS

HARDWOOD DECKING

1X3 ALUMINIUM HORIZONTAL SPACERS

LGS JOIST @12" O.C. 1/4 INCH CLEAT PARALLEL FLANGE CHANNEL

R-19 BATT INSULATION

12 x 3 1/2 INCH PARALLEL FLANGE CHANNEL BEARER

VERTICAL GRAIN PINE ON PLYWOOD SUBFLOOR {3D} TIMBER SLAT CLADDING DETAIL 1

{3D} 1 EXTERIOR DECK DETAIL

3D ARCHITECTURAL DETAILS

15' - 5" 0' - 6"

2' - 6"

8' - 1"

0' - 6"

1' - 0"

BEDROOM - EAST WALL 1/4" = 1'-0"

15' - 5"

1' - 0" 0' - 3"

3' - 2"

7' - 11"

6' - 7"

6' - 10"

425

Duplex Receptacle

530

Two Pole Switch

G-1

6' - 8"

8' - 1"

416

P-2

BEDROOM - NORTH WALL 1/4" = 1'-0"

1' - 2"

D-2

D-1

P-2 8' - 0"

7' - 6"

8' - 0"

530

0' - 4"

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

0' - 6"

3' - 4"

P-2

Two Pole Switch

1 9

0' - 6"

1' - 5"

6' - 2" 12 4

15 17

G-1

10' - 9"

11 3 10 2

0' - 2"

0' - 6"

9' - 5"

BEDROOM - SOUTH WALL 1/4" = 1'-0"

BEDROOM - WEST WALL 1/4" = 1'-0"

5. STACK UNIT BEDROOM Copy 2 1/4" = 1'-0"

8' - 4" 1' - 10" 1' - 6"1' - 0" 0' - 6" 0' - 6"

3' - 0"

1' - 4"

1' - 7" 0' - 6"

BATHROOM - NORTH WALL 1/4" = 1'-0"

Wood Laminate

BATHROOM - EAST WALL 1/4" = 1'-0"

6' - 6"

8' - 0"

4' - 0" 8' - 0"

2' - 7"

Toilet

T-2

FINISH

T-1

INTERLOCKING BAMBOO MARBLE

BATHROOM - WEST WALL 1/4" = 1'-0"

CARRARA (CARRERA) BIANCO 2X4"

T-2 P-1

POLISHED MARBLE MOSAIC TILE N-520-2 SILVER BULLET BEHR INTERIOR PAINT

12' - 8"

148

425

KITCHEN NORTHWALL 1/4" = 1'-0"

KITCHEN SOUTHWALL 1/4" = 1'-0"

3' - 1"

148

LIGHT STEEL GAUGE FRAMING

MOSAIC TILE

NOT APPLICABLE

LIGHT STEEL GAUGE FRAMING

MOSAIC TILE

NOT APPLICABLE

LIGHT STEEL GAUGE FRAMING

PAINT

NOT APPLICABLE

KITCHEN WEST WALL 1/4" = 1'-0"

INTERIOR PAINT

LIGHT STEEL GAUGE FRAMING

PAINT

NOT APPLICABLE

P-3

PPU8-20 BEHR INTERIOR PAINT

LIGHT STEEL GAUGE FRAMING

PAINT

NOT APPLICABLE

G-1

LAMINATED GLASS

LOW-E DOUBLE GLASS

GLASS

NOT APPLICABLE

G-2

FROSTED GLASS

LOW-E DOUBLE GLASS

GLASS

NOT APPLICABLE

D-1

SUPPLY DIFFUSER

ALUMINIUM

MATERIAL FINISH

NOT APPLICABLE

D-2

RETURN DIFFUSER

ALUMINIUM

MATERIAL FINISH

NOT APPLICABLE

S-1

STOVE EXHAUST

ALUMINIUM

MATERIAL FINISH

NOT APPLICABLE

F-1

VINYL PLANK FLOORING

PLYWOOD 3/4" OVER STEEL JOIST

WATERPROOF MEMBRANE

NOT APPLICABLE

C-1

COFFERED CEILING

POLYURETHANE POLYMER

WHITE PAINT

NOT APPLICABLE

0' - 6"

3' - 8"

T-1

2' - 6"

3' - 11"

2' - 3" 3' - 1"

11 17 18 -

T-1

Two Pole Switch

S-1

2' - 5"

325

8' - 0"

1' - 0"

P-1

8' - 0"

106

G-1 8' - 0"

12' - 4"

14 17 -

17' - 0"

P-1

3' - 1"

2' - 8"

T-1

19 9 4 3

N-110-2 MULBERRY STAIN BEHR

P-2

5' - 7"

0' - 6"

3' - 4"

WAINSCOT

MOSAIC TILE

5.STACK UNIT BATHROOM Copy 3 1/4" = 1'-0"

0' - 6" 3' - 2"

WALL COATING

MATERIAL

IMPACT SERIES ARCTIC STORM

Wood Laminate

BATHROOM - SOUTH WALL 1/4" = 1'-0"

WALL / FLOOR / CEILING

TAG

Toilet

1' - 6"

2 6

P-2

4' - 0"

223

8' - 0"

6' - 8"

P-2

8' - 0"

1 5

10' - 9"

14 17

5' - 9"

3 7

3' - 0"

T-2

T-2 4 8

2' - 6"

2' - 5"

0' - 6"

5. STACK UNIT KITCHEN Copy 2 1/4" = 1'-0"

3' - 0" 2' - 8"

P-2

P-1

G-1

8' - 4" 12' - 6"

5. STACK UNIT LIVING ROOM Copy 1 1/4" = 1'-0"

4' - 2"

2' - 10"

8' - 0"

1' - 2"

0' - 6"

3' - 0"

8' - 0"

0' - 6"

LIVINGROOM SOUTHWALL 1/4" = 1'-0"

1' - 6"

1' - 2"

6' - 11"

7' - 6"

16' - 3"

11' - 6"

8' - 0"

G-1

INTERIOR ELEVATIONS

16'

LIVINGROOM NORTHWALL 1/4" = 1'-0"

LIVING ROOM EAST WALL 1/4" = 1'-0"

GENERIC INTERIOR WALL ELEVATION 1/2" = 1'-0"

8' - 0"

Single Pole Switch

6' - 8"

G-1

Two Pole Switch

7' - 3"

1' - 1"

3' - 3"

P-2

D-F

0' - 6"

6' - 8"

1' - 0" 1' - 6" 0' - 3"

5' - 8"

6' - 1"

P-1

2' - 5"

12' - 9"

1' - 4"

Ceramic Tile

1' - 0"

5' - 8"

3' - 4" 0' - 3"

0' - 3"

6' - 11"

0' - 3"

6' - 8"

7' - 0"

5' - 8"

6' - 2" 0' - 3"

0' - 3"

2' - 9"

6' - 4" 2' - 11"

0' - 3"

0' - 2"

3' - 0"

0' - 2"

DOOR TYPES 1/2" = 1'-0"

Assembly Code B2030100

Frame Type

Family and Type A

C1020

Door-Exterior-Single-Two_Lite: Door-Exterior-Single-Two_Lite Door-Exterior-Double: Door-Exterior-Double Door-Double-Glass: 68" x 80"

C1020

Door-Double-Sliding: 68" x 80"

C1020 C1020

Door-Double-Sliding: 68" x 80" NOT GLASS Single-Flush: 32" x 84"

B2030200

Door Schedule

Frame Material

Width

Height

Constructio n Type

Aluminium

3' - 0"

7' - 0"

Metal

Aluminium

6' - 0"

7' - 0"

Metal

Aluminium

5' - 8"

6' - 8"

Metal

Aluminium

5' - 8"

6' - 8"

Metal

Aluminium

6' - 0"

8' - 0"

Metal

Aluminium

2' - 8"

7' - 0"

Metal

C1020

Single-Flush: 34" x 84"

Aluminium

2' - 10"

7' - 0"

Metal

C1020

Single-Flush: 36" x 84"

Aluminium

3' - 0"

7' - 0"

Metal

C1020300

Door-Single-Panel: 34" x 80"

Aluminium

2' - 10"

6' - 8"

Metal

7' - 6" 3' - 0"

Description Sliding door roller Sliding door roller Sliding door roller Sliding door roller Sliding door roller Keyed Deadbolts Keyed Deadbolts Keyed Deadbolts Sliding door roller

Count 4 2 2 24 2 1 1 43 20

Threshold type Brown Fixed Sill Threshold Brown Fixed Sill Threshold Brown Fixed Sill Threshold Brown Fixed Sill Threshold Brown Fixed Sill Threshold Brown Fixed Sill Threshold Brown Fixed Sill Threshold Brown Fixed Sill Threshold Brown Fixed Sill Threshold

Threshold material Heavy-gauge alum and a construction-grade vinyl interior Heavy-gauge alum and a construction-grade vinyl interior Heavy-gauge alum and a construction-grade vinyl interior Heavy-gauge alum and a construction-grade vinyl interior Heavy-gauge alum and a construction-grade vinyl interior Heavy-gauge alum and a construction-grade vinyl interior Heavy-gauge alum and a construction-grade vinyl interior Heavy-gauge alum and a construction-grade vinyl interior Heavy-gauge alum and a construction-grade vinyl interior

2' - 6" 3' - 10"

0' - 4"

7' - 6"

2' - 4"

3' - 10"

0' - 4"

4' - 6"

0' - 2"

3' - 0"

3' - 8"

6' - 5"

7' - 4"

6' - 2"

2' - 10"

7' - 4"

2' - 10"

6' - 11"

2' - 10"

0' - 3"

0' - 2"

0' - 4"

3' - 0"

6' - 8"

3' - 4" 0' - 2"

WINDOWS LEGENDS 1/2" = 1'-0"

Window Schedule

Assembly Code

Type

B2020100 B2020100 B2020100

16" x 24" 36" x 72" 36" x 72"

Frame Type

Family and Type Double Hung: 16" x 24" Fixed: 36" x 72" Casement 3x3 with Trim: 36" x 72"

A B C

Frame Material

Aluminium Aluminium Aluminium

Construction Type Low-E Double Pane Low-E Double Pane Low-E Double Pane

Height 7' - 6" 3' - 0" 6' - 0"

Width 2' - 6" 4' - 6" 7' - 0"

Sill Type 6 5/8" - Black Anodized 6 5/8" - Black Anodized 6 5/8" - Black Anodized

DOOR AND WINDOW SCHEDULES

TAG

DESCRIPTION

MANUFACTURER

WIDTH

HEIGHT

DEPTH

FINISH MATERIAL

106

KITCHEN CABINETRY

WOODWORK INSTUTUTE

4'-0"

2'-11"

1'-1/2"

ALPINE WHITE FINISH

120

TV STAND

WOODWORK INSTUTUTE

4'-0"

2'-11"

1'-1/2"

WEDGE WOOD FINISH

148

KITCHEN CABINETRY

WOODWORK INSTUTUTE

3'-0"

2'-11"

1'-1/2"

ALPINE WHITE FINISH

176

BASE CABINETS W/ DRAWERS

WOODWORK INSTUTUTE

4'-0"

2'-11"

1'-1/2"

ALPINE WHITE FINISH

196

BASE CABINETS W/ DRAWERS

WOODWORK INSTUTUTE

3'-0"

2'-11"

1'-1/2"

ALPINE WHITE FINISH

223

BASE CABINETS W/ DRAWERS

WOODWORK INSTUTUTE

2'-0"

2'-11"

1'-1/2"

ALPINE WHITE FINISH

325

WALL CABINET

WOODWORK INSTUTUTE

4'-0"

2'-6"

1'-1/2"

ALPINE WHITE FINISH

416

STORAGE CABINETS

WOODWORK INSTUTUTE

4'-0"

7'-0"

2'-0"

WEDGE WOOD FINISH

425

STORAGE CABINETS

WOODWORK INSTUTUTE

4'-0"

7'-0"

2'-0"

WEDGE WOOD FINISH

425

STORAGE CABINETS

WOODWORK INSTUTUTE

4'-0"

7'-0"

2'-0"

WEDGE WOOD FINISH

530

WARDROBE CABINETS

WOODWORK INSTUTUTE

4'-0"

7'-0"

2'-0"

WEDGE WOOD FINISH

600

LIBRARY CABINET

WOODWORK INSTUTUTE

3'-0"

3'-6"

2'-0"

WEDGE WOOD FINISH

602

LIBRARY CABINET

WOODWORK INSTUTUTE

3'-0"

6'-0"

2'-0"

WEDGE WOOD FINISH

V-1

BATHROOM VANITY

IKEA

2'-9"

2'-11"

1'-6"

ALPINE WHITE FINISH

INTERIOR FINISHES AND WOOD INSTITUTE CASEWORK

TABLE OF CONTENTS DIVISION 01 – GENERAL REQUIREMENTS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION 07 10 00

Dampproofing and Waterproofing

DIVISION 11 – EQUIPMENT 11 31 13

Residential Kitchen Appliances

Summary of Work

07 13 00 Sheet Membrane Waterproofing

11 31 23

Residential Laundry Appliances

01 23 00

Alternates

07 21 00

Thermal Insulation

11 34 00

Residential Ceiling Fans

01 25 00

Substitution Procedures

07 26 00

Vapor Retarders

11 52 00

Audio-Visual Equipment

01 33 23

Shop Drawings, Product Data, and Samples

07 31 13

Asphalt Shingles

01 45 00

Quality Control

07 31 33

Composite Rubber Shingles

01 50 00

Temporary Facilities and Controls

07 42 13

Metal Wall Panels

01 64 00

Owner-Furnished Products

07 46 23

01 66 00

Product Storage and Handling Requirements

07 52 72

Traffic-Bearing Roof Deck Surfacing

01 74 00

Cleaning and Waste Management

07 62 00

Sheet Metal Flashing and Trim

07 71 23

Manufactured Gutters and Downspouts

07 71 33

Manufactured Scuppers

01 11 00

DIVISION 02 – EXISTING CONDITIONS 02 21 13 02 32 00

Wood Siding

02 41 16 Structure Demolition

12 36 00

Countertops (solid surface countertops as alternate)

12 46 00 Furnishing Accessories

Site Surveys - SEE SITE DRAWINGS Geotechnical Investigations

DIVISION 12 – FURNISHINGS

12 93 13 Bicycle Racks and Lockers DIVISION 13 – SPECIAL CONSTRUCTION 13 12 13

Exterior Fountains

13 17 13

Hot Tubs

DIVISION 08 – OPENINGS 08 11 00 Decorative Metal Doors and Frames

DIVISION 22 – PLUMBING

08 11 10 Fire Rated Steel Entrance Doors

21 13 00

Fire-Suppression Sprinkler Systems

08 11 16

Aluminum Doors and Frames

22 33 30

Residential, Solar-Thermal Domestic Water Heaters

08 14 00

Wood Doors

22 41 00

Residential Plumbing Fixtures

08 31 00

Access Doors and Panels

22 52 00

Fountain Plumbing Systems

03 31 00 Rapid Drying Concrete

08 32 00

Sliding Glass Doors

03 33 00

08 41 26 Glass Entrance Doors

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

08 51 13

Aluminum Windows

(HVAC)

08 51 66

Metal Window Screens

08 63 00

Metal-Framed Skylights

04 05 13.10 Masonry Mortar

08 71 00

Door Hardware

04 22 00

08 75 00

Window Hardware

08 80 00

Glazing

08 83 00

Mirrors

DIVISION 03 – CONCRETE 03 01 30 Maintenance of Cast-In-Place Concrete (MAPEI Americas) Architectural Concrete

03 35 00 Concrete Finishes DIVISION 04 – MASONRY Concrete Unit Masonry - SEE STRUCTURAL DRAWINGS

04 22 23 Architectural Concrete Masonry

DIVISION 26 – ELECTRICAL 26 31 00

Photovotaic Collectors - SEE SOLAR ELECTRIC PACKAGE

26 51 00

DIVISION 05 – METALS 05 05 13 Factory-Applied Metal Coatings

Force Air System Heating

DIVISION 09 – FINISHES

Interior Lighting

26 56 00

Exterior Lighting

28 00 00

Electronic Safety and Security

09 06 00

Schedules for Finishes

05 21 00 Steel Joists (New Millennium Building Systems)

09 20 00

Plaster and Gypsum Board

05 40 00 Structural Metal Studs and Track (MBA Metal Framing)

09 21 16 Metal Stud Sound Terminator

31 22 00

Grading - SEE SITE DRAWINGS

05 51 00 Metal Stairs and Ladders

09 30 00 Tile Shower Components and Waterproofing Membrane

31 23 00

Excavation and Fill - SEE STRUCTURAL DRAWINGS

05 51 33 Metal Ladders

09 30 00

Tiling

05 52 00

09 63 00

Stone Flooring

09 64 00

Wood Flooring

32 16 00

Curbs, Gutters, Sidewalks, and Driveways

09 91 00

Painting

32 31 00

Fences and Gates

09 93 00

Staining and Transparent Finishing

32 32 00

Retaining Walls

05 12 00

Structural Steel Framing

Metal Railings

DIVISION 06 – WOODS AND PLASTICS 06 05 73 Preservative Treated Wood 06 10 00

DIVISION 31 – EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

Rough Carpentry - SEE STRUCTURAL DRAWINGS

06 15 00 Wood Decking and Posts

DIVISION 33 – UTILITIES

DIVISION 10 – SPECIALTIES

06 16 00 Exterior Structural Sheathing

10 28 00

Toilet, Bath, and Laundry Accessories

33 10 00

Water Utilities

06 18 00 Glued Laminated Wood Decking

10 30 00

Fireplaces and Stoves

33 30 00

Sanitary Sewerage Utilities

06 40 00

Architectural Woodwork

10 57 00

Wardrobe and Closet Specialties

33 40 00

Storm Drainage Utilities

Architectural Wood Casework

10 71 13

Exterior Sun Control Devices

33 50 00

Fuel Distribution Utilities

33 70 00

Electrical Utilities

06 41 00

06 41 20 Cabinet Door Hinge Hardware

CSI ANNOTATED OUTLINE SPECIFICATIONS

72' 24' 15'

24'

24' 9'

15'

FIRE RATED WALLS STRUCTURAL: BEARING WALLS EXTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

A LGS JOIST @12"OC ATACHED WITH RIM JOIST

6" LGS BOTTOM TRACK

LGS JOIST @12"OC ATACHED WITH RIM JOIST

NON STRUCTURAL: UNIT PARTITION TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

37'

20'-6"

STRUCTURAL: BEARING WALLS INTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

LGS JOIST @12"OC ATACHED WITH RIM JOIST (TYP)

16'-6"

6"x10" TIMBER BEAM

6"X10" TIMBER BEAM

LEGEND

JOIST CONDITION #1 TRIBUTARY AREA= 40 sq.ft.

3 4"

PLYWOOD DIAPHRAGM

JOIST CONDITION #2 TRIBUTARY AREA= 44 sq.ft

LGS JOIST @12"OC ATACHED WITH RIM JOIST

JOIST CONDITION #3 TRIBUTARY AREA= 32 sq. ft

JOIST CONDITION #4 TRIBUTARY AREA= 10 sq.ft BEAM CONDITION #1 TRIBUTARY AREA=440 sq. ft.

LGS RIM JOIST (TYP)

1 S

FRAMING PLAN -SECOND LEVEL 1/4" = 1'-0"

STRUCTURAL FRAMING PLAN

BEAM CONDITION #2 TRIBUTARY AREA=98 sq.ft.

3 N 0' 4'

16'

32'

72' 24' 9'

24' 15'

15'

FIRE RATED WALLS

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

A LGS JOIST @12"OC ATACHED WITH RIM JOIST

NON STRUCTURAL: UNIT PARTITION TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

6" LGS BOTTOM TRACK

STRUCTURAL: BEARING WALLS INTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

37'

20'-6"

LGS JOIST @12"OC ATACHED WITH RIM JOIST

B 6"X10" TIMBER BEAM

3 4"

PLYWOOD DIAPHRAGM

LEGEND

LGS JOIST @12"OC ATACHED WITH RIM JOIST (TYP)

JOIST CONDITION #1 TRIBUTARY AREA= 40 sq.ft.

16'-6"

6"x10" TIMBER BEAM

JOIST CONDITION #2 TRIBUTARY AREA= 44 sq.ft

LGS JOIST @12"OC ATACHED WITH RIM JOIST

JOIST CONDITION #3 TRIBUTARY AREA= 32 sq. ft

JOIST CONDITION #4 TRIBUTARY AREA= 10 sq.ft BEAM CONDITION #1 TRIBUTARY AREA=440 sq. ft.

LGS RIM JOIST (TYP)

FRAMING PLAN -THIRD LEVEL 1/4" = 1'-0"

BEAM CONDITION #2 TRIBUTARY AREA=98 sq.ft.

1 N 0' 4'

16'

32'

STRUCTURAL FRAMING PLAN

FIRE RATED WALLS

72' 24'

24'

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

A LGS JOIST @12"OC ATACHED WITH RIM JOIST

NON STRUCTURAL: UNIT PARTITION TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS STRUCTURAL: BEARING WALLS INTERIOR TYPE VA REQUIRED: 1 HRS ACTUAL: 2 HRS

37'

20'-6"

LGS JOIST @12"OC ATACHED WITH RIM JOIST

B 6"X10" TIMBER BEAM

PLYWOOD DIAPHRAGM

JOIST CONDITION #1 TRIBUTARY AREA= 40 sq.ft.

16'-6"

3 4"

LEGEND

LGS JOIST @12"OC ATACHED WITH RIM JOIST (TYP)

JOIST CONDITION #2 TRIBUTARY AREA= 44 sq.ft

LGS JOIST @12"OC ATACHED WITH RIM JOIST

JOIST CONDITION #3 TRIBUTARY AREA= 32 sq. ft

C 4

BEAM CONDITION #1 TRIBUTARY AREA=440 sq. ft.

LGS RIM JOIST (TYP)

ROOF FRAMING 1/4" = 1'-0"

STRUCTURAL FRAMING PLAN

JOIST CONDITION #4 TRIBUTARY AREA= 10 sq.ft

BEAM CONDITION #2 TRIBUTARY AREA=98 sq.ft.

N 0' 4'

16'

32'

BUILDING CALCULATIONS Joist Condition #1 FIND THE LOAD

DEAD LOAD

LIVE LOAD (psf)

TOTAL LOAD

FINAD MAXIMUM SHEAR AND MOMENT

TRIBUTARY

UNIFORMLY

JOIST LENGH

MAXIMUM

WIDTH

DISTRIBUTED LOAD

(ft)

MOMENT

MAXUMUM SHEAR

FIND ALLOWABLE BENDING STRESS

BENDING STRESS

SSMA TABLE Joist Selected

TL= DL+LL

w= (Wt x TL)

Mmax= wl2/8

Vmax=wL/2

SPAN

16.3

56.3

20.5

2957.51

577.08

20' 8" E

1000S250-43

BUILDING CALCULATIONS Joist Condition #2 FIND THE LOAD DEAD LOAD

LIVE LOAD (psf)

TOTAL LOAD

FINAD MAXIMUM SHEAR AND MOMENT

TRIBUTARY

UNIFORMLY

JOIST LENGH

MAXIMUM

WIDTH

DISTRIBUTED LOAD

(ft)

MOMENT

MAXUMUM SHEAR

FIND ALLOWABLE BENDING STRESS BENDING STRESS

SSMA TABLE Joist Selected

TL= DL+LL

w= (Wt x TL)

Mmax= wl2/8

Vmax=wL/2

SPAN

16.3

56.3

3722.84

647.45

23' 1"

800S200-97

BUILDING CALCULATIONS Joist Condition #3 FIND THE LOAD DEAD LOAD

LIVE LOAD (psf)

TOTAL LOAD

FINAD MAXIMUM SHEAR AND MOMENT

TRIBUTARY

UNIFORMLY

JOIST LENGH

MAXIMUM

WIDTH

DISTRIBUTED LOAD

(ft)

MOMENT

MAXUMUM SHEAR

FIND ALLOWABLE BENDING STRESS BENDING STRESS

SSMA TABLE Joist Selected

TL= DL+LL

w= (Wt x TL)

Mmax= wl2/8

Vmax=wL/2

SPAN

16.3

56.3

2033.84

478.55

17' 3"

600S250-68

BUILDING CALCULATIONS Joist Condition #4 FIND THE LOAD DEAD LOAD

LIVE LOAD (psf)

TOTAL LOAD

FINAD MAXIMUM SHEAR AND MOMENT

TRIBUTARY

UNIFORMLY

JOIST LENGH

MAXIMUM

WIDTH

DISTRIBUTED LOAD

(ft)

MOMENT

MAXUMUM SHEAR

FIND ALLOWABLE BENDING STRESS BENDING STRESS

SSMA TABLE Joist Selected

TL= DL+LL

w= (Wt x TL)

Mmax= wl2/8

Vmax=wL/2

SPAN

16.3

56.3

175.94

140.75

12' 4" E

600S162-33

BUILDING CALCULATIONS Beam Condition #1 FIND THE LOAD DEAD LOAD

LIVE LOAD (psf)

TOTAL LOAD

FINAD MAXIMUM SHEAR AND MOMENT

TRIBUTARY

UNIFORMLY

BEAM LENGH

MAXIMUM

WIDTH

DISTRIBUTED LOAD

(ft)

MOMENT

MAXUMUM SHEAR

FIND ALLOWABLE BENDING STRESS BENDING STRESS

SSMA TABLE

TL= DL+LL

w= (Wt x TL)

Mmax= wl2/8

Vmax=wL/2

SPAN

16.3

56.3

1013.4

72964.80

12160.80

24'

Beam

SOURCE: STEEL STUD MANUFACTURES ASSOCIATION TECHCATALOG

Selected 1000S250-54

BUILDING CALCULATIONS Beam Condition #2 FIND THE LOAD DEAD LOAD

LIVE LOAD (psf)

TOTAL LOAD

FINAD MAXIMUM SHEAR AND MOMENT

TRIBUTARY

UNIFORMLY

BEAM LENGH

MAXIMUM

WIDTH

DISTRIBUTED LOAD

(ft)

MOMENT

MAXUMUM SHEAR

FIND ALLOWABLE BENDING STRESS BENDING STRESS

SSMA TABLE

TL= DL+LL

w= (Wt x TL)

Mmax= wl2/8

Vmax=wL/2

SPAN

16.3

56.3

563

9.5

6351.34

2674.25

12' 4" E

Beam Selected 2X 600S162-33

SOURCE: STEEL STUD MANUFACTURES ASSOCIATION TECHCATALOG

STRUCTURAL CALCULATIONS

1 BEARING WALL

DOUBLE TOP PLATE

FIRE RATED: 2 HRS

SHEAR PANEL

FIRE RATED: 2 HRS BEARING WALL

BLOCKING

DOUBLE TOP PLATE

ROOF 33' - 0"

Level 3 22' - 0"

30% SHEAR

Level 2 11' - 0"

30% SHEAR

Level 2 11' - 0"

Level 1 0' - 0"

PARKING LEVEL -13' - 0"

West 1/4" = 1'-0"

FRAMING ELEVATIONS - EAST AND WEST

PARKING LEVEL -13' - 0"

East 1/4" = 1'-0"

FIRE RATED WALL: 2 HRS

BLOCKING

DOUBLE TOP PLATE

LGS STUDS HEADER

RIM JOIST

ROOF 33' - 0"

Level 3 22' - 0"

30% SHEAR

Level 2 11' - 0"

Level 1 0' - 0"

PARKING LEVEL -13' - 0"

Elevation South 1/4" = 1'-0"

FRAMING ELEVATIONS - SOUTH

1 LGS STUDS

DOUBLE TOP PLATE

HEADER

FIRE RATED WALL: 2 HRS RIM JOIST

BLOCKING

ROOF 33' - 0"

Level 3 22' - 0"

30% SHEAR

Level 2 11' - 0"

Level 1 0' - 0"

PARKING LEVEL -13' - 0"

North 1/4" = 1'-0"

FRAMING ELEVATIONS - NORTH

30% SHEAR

BEARING WALLS EXTERIOR TYPE VA FIRE RATED: 2 HRS

LGS JOIST @12" O.C.

LGS JOIST @12" O.C. LGS TOP TRACK BEARING WALL TYPE VA FIRE RATED: 2 HRS

LGS TOP TRACK

BEARING WALLS EXTERIOR TYPE VA FIRE RATED: 2 HRS

BLOCKING

SHEAR PANELS

{3D}

{3D} Copy 1

3-D STRUCTURAL

PLUMBING SITE PLAN

PLUMBING PARKING LEVEL PLANS

ROOF DRAIN CALCULATION ROOF TYPE

ROOF DRAIN 1

ROOF DRAIN B

D 1

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

PLUMBING CALCULATIONS

SQUARE FOOTAGE

DRAIN DIAMETER

750

VENT #2 VENT #1 REFRIGIRATOR

VENT #1

VENT #2

REFRIGIRATOR

WATER SEWER (AT PARKING LEVEL CONNECTED TO STEET)

SEWER WATER

3D PLUMBING ISOMETRIC

{3D}

3D PLUMBING ISOMETRICS

24' - 6"

24' - 0" 8' - 7"

0' - 6"

ALEXIA GARCIA OBE 506/50 DEPT. OF ARCHITECTU

24' - 6" 15' - 5"

15' - 5"

8' - 7"

0' - 6"

ADJUSTABLE CEILING FAN

8' - 7"

BEDROOM

10' - 2"

BEDROOM

6" INCANDESCENT 120 V DOWNLIGHT SPOT 120 V

BATHROOM

FLOOR LAMP- STANDUP 120V

20' - 9"

2 2

PENDANT LIGHT - LINEAR 48" 120V

7' - 4"

STORAGE

20' - 9"

TV 2 2

BATHROOM

TABLE LAMP - ARM EXTENSION 120V

GFI

37' - 7"

MECHANICAL

37' - 5"

GFI

6' - 8"

MECHANICAL

37' - 7"

UPLIGHT - STRIP: 24" 120V R

OUTLET RANGE - SINGLE

GFI 2

SWITCH DOUBLE

SWITCH - SINGLE 2

OUTLET COMMUNICATIONS - CATV

OUTLET COMMUNICATION - TELDATA

GFI GFI

GFI

13' - 3"

LIVING ROOM

GFI

12' - 11"

3' - 0"

8' - 4"

8' - 5"

3' - 0"

24' - 6"

OUTLET - RANGE : SINGLE

GFI

OUTLET - GFI: SINGLE

GFI

GFI TV

GFI

12' - 11"

3' - 0"

8' - 4"

0' - 6"

GFI

OUTLET COMMUNICATIONS - TELEPHONE

LIVING ROOM

GFI

KITCHEN

GFI

KITCHEN

16' - 3"

KITCHEN

GFI

OUTLET - DUPLEX : SINGLE

24' - 6"

24' - 4"

MOTION SENSOR

ELECTRICAL FIRST LEVEL 1/4" = 1'-0"

LOAD CALCULATION GENERAL LIGHTING LOADS ROOM SIZE LOAD KITCHEN / HALL 215 ft² 4 W/ft² LIVING ROOM 192 ft² 4 W/ft² BEDROOM 140 ft² 4 W/ft² BATHROOM 70 ft² 4 W/ft² LAUNDRY ROOM 15 ft² 4 W/ft² REFRIGIRATOR MICROWAVE OVEN WASHER ESHAUST FANS APPLIENCE LOAD DISHWASHER DISPOSAL

1200 1500 8000 1500 5200 1500 1200 850

LOAD W W W W W W W W

UNITS 1 1 1 1 1 TOTAL CIRCUITS

TOTAL AMPS = TOTAL LOAD (W) / 120 V 24978 W

120 V

ELECTRICAL SECOND LEVEL 1/4" = 1'-0"

TOTAL LOAD 860 W 768 W 560 W 280 W 60 W 2528 W TOTAL LOAD 1200 W 1500 W 8000 W 1500 W 5200 W 3000 W 1200 W 850 W 22450 W 24978 W

208.15 AMPS AMPS PER # OF CIRCUIT CIRCUITS TOTAL AMPS 20 AMPS 6 120 AMPS 15 AMPS 6 88 AMPS 210 AMPS

ELECTRICAL LIGHTING PLANS

CKT

2 4 6 8 10 12 14 16 18 1 3 5 7 9 11

BKR

ELECTRICAL THIRD LEVEL 1/4" = 1'-0"

20 20 20 20 20 20 15 15 15

PANEL SCHEDULE TYPE B UNITS DESCRIPTION VOLTAMP-A VOLTAMP-B WIRE OVEN 8000 MICROWAVE 1500 REFRIGIRATOR 1200 GARBAGE DISPOSAL 850 DISHWASHER 1200 APPLIANCE 1500 SMAL APPLIANCE 1500 HAIR DRYER 1600 FLAT IRON 1600

12 12 12 12 12 12 12 12 12

15 15 15 15 15 15

BATHROOM LIGHTING (KITCHEN AND HALL) LIGHTING (LIVING ROOM) BEDROOM WASHER AC / HEATER

14 14 14 14 14 14

TOTAL VOLT- AMPS PANEL AMPS VOLTS PHASE WIRE

228 1178 1500

935 842 1500

KITCHEN STRIP LIGHT FIXTURE

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

25133 A 300 120 1 3 0'

16'

ALEXIA GARCIA OBESO 506/506L DEPT. OF ARCHITECTURE

506 SPAULDING APARTMENTS Analysis Energy Analysis Result Analyzed at 5/11/2017 3:43:23 PM Source: Autodesk Revit

ANALYSIS The daylighting study shows the natural light that affects the project on June 21st at noon. The color represents the range of luxes, having as yellow the maximum from 6000 to 4036, green ranges from 4036 lux to 2071, blue shows from 2071 to 107 and red from 107 to 0. It is very notable that yellow is the primary color showing in the site, which gives a perfect balance for natural lighting across the courtyard and into the north units which can be dark at some hours of the day.

JUNE 21st 12:00PM

3-D DAYLIGHTING STUDY

ALEXIA GARCIA OBESO 506/506L DEPT. OF ARCHITECTURE

Vix pendant

Lighting Fixture Schedule Type 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 60W - 120V

Manufacturer

48" - 120V

HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO Designed by Giancarlo Fassina ALCON

48" - 120V

ALCON

6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 48" - 120V

HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO HALO ALCON

6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V 6" Incandescent - 120V

HALO HALO HALO HALO

Model

Count

Wattage

Efficacy

Vix 34 dimensions - 34” x 8” -0.75” H Vix 48 dimensions - 48” x 8” - 0.75 “H Walnut, aluminum Wood grain will vary Energy efficient LED light source Dimmable (use ELV or TRIAC dimmer) Light output - 1075 lumens [down light - 645, Up light - 430] Light color - 2700° K (warm) Color accuracy - 85+ CRI LED power consumption - 16 Watts Ceiling canopy included

Lamp

E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT ATD672051

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W

14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W

A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19

Cerno Vix 07-130 5 Cerno Vix 07-130 5 E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT E27RICAT Cerno Vix 07-130 5 E27RICAT E27RICAT E27RICAT E27RICAT

40 W

79 lm/W

T-12

40 W

79 lm/W

T-12

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 60 W 40 W

14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 14 lm/W 79 lm/W

A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 A-19 T-12

1 1 1 1

60 W 60 W 60 W 60 W

14 lm/W 14 lm/W 14 lm/W 14 lm/W

A-19 A-19 A-19 A-19

3/4”

8”

34”

48”

Wireless Wall-Mount Occupancy and Vacancy Sensors 369481i 1 01.13.15

E27RICAT Models Available t LRF -

LB-P-WH C overa ge Type S ens or Type F requenc y/C ha nnel C ode

Example: LRF 2-VH LB-P-WH

6” IC, Air-Tite, h a llow R e m o de l H o u s in g E26 Screw base housing

5-3/16" [132mm]

6-1/4" [159mm ]

Frequency/Channel Code

Ceiling opening to matc h template supplied

Dimensions

1/2" [13mm] Ceiling opening to matc h template supplied

2 = 431.0 – 437.0 MHz (US, Canada, Mexico, Brazil)* 3 = 868.125 – 869.850 MHz (Europe, UAE) 4 = 868.125 – 868.475 MHz (China, Singapore) 5 = 865.5 – 866.5 MHz (India) 7 = 433.0 – 433.7 MHz (Hong Kong, Macau)

Sensor Type

7" [178mm]

O = Occupancy/Vacancy (Auto-On/Auto-Off) V = Vacancy (Manual-On/Auto-Off)**

Coverage Type H = Hallway K = 90° Corner-Mount W = 180° Wall-Mount

10-1/2" [268mm] *

BAA compliant models available for LRF2 configurations. Add a “U” prefix to your chosen model number. Example: ULRF2-OWLB-P ** Vacancy sensor type for LRF2 models only

LIGHTING SPECIFICATIONS

7" [178mm]

Page

24' - 0" 9' - 1" 24' - 0" 2' - 7"

2' - 6"

24' - 0"

14' - 11"

8' - 9"

9' - 8"

10' - 0"

2' - 6"

2' - 9"

2' - 6"

9' - 8"

9' - 1"

111 CFM 111 CFM

20' - 6"

111 CFM

20' - 9"

200 CFM 200 CFM

20' - 9"

200 CFM

100 CFM

33 CFM

37' - 6 1/2"

33 CFM

37' - 0 1/2"

100 CFM

37' - 6 1/2"

100 CFM

33 CFM 69 CFM

69 CFM

125 CFM 125 CFM

125 CFM

125 CFM 0' - 7"

12' - 8"

3' - 0"

125 CFM

125 CFM 125 CFM

125 CFM

16' - 9 1/2"

125 CFM

16' - 9 1/2"

125 CFM 16' - 6 1/2"

125 CFM 125 CFM

4' - 9"

2' - 6" 5' - 3"

125 CFM 2' - 6" 1' - 0"

3' - 0"

4' - 8"

4' - 6"

125 CFM

3' - 7"

12' - 6"

24' - 0"

125 CFM 3' - 0"

0' - 9"

2' - 6"

5' - 3"

24' - 0"

HVAC FIRST LEVEL 1/4" = 1'-0"

HVAC SECOND LEVEL 1/4" = 1'-0"

HVAC THIRD LEVEL 1/4" = 1'-0"

MECHANICAL SYMBOL LEGEND

CEILING SUPPL YAIR CEILING RETURN AIR S

SMOKE DETECT OR

THERMOS TAT

CARBON MONOXIDEOR DETECT INTERCOM

STEAM SHOWE R DOORBELL DRO PCEILING

16'

HVAC FLOOR PLANS

RETURN DUCT 8"X8"

RETURN DIFFUSER 12"X12"

SUPPLY DIFFUSER 12"X12 SUPPLY DUCT 8"X8"

HVAC UNIT 3RD LEVEL

3D PROJECT

Monthly Heating Load

HVAC UNIT 2ND LEVEL HVAC UNIT GROUND FLOOR

Monthly Cooling Load

HVAC 3D VIEWS

3D HVAC STACK

HVAC DIAGRA

Air Terminal Schedule Count

Flow

Model

Size

System Type

100 CFM

MBR-30-NT

10"x10"

Return Air

125 CFM

MBR-30-NT

10"x10"

Return Air

200 CFM

MBR-30-NT

10"x10"

Return Air

33 CFM

250-AA / Aluminum

8"x8"

Supply Air

69 CFM

250-AA / Aluminum

8"x8"

Supply Air

111 CFM

250-AA / Aluminum

8"x8"

Supply Air

125 CFM

250-AA / Aluminum

8"x8"

Supply Air

111 CFM

250-AA / Aluminum

8"x8"

Undefined

Family Return Diffuser1 Return Diffuser1 Return Diffuser1 Supply Diffuser1 Supply Diffuser1 Supply Diffuser1 Supply Diffuser1 Supply Diffuser1

System Classification

Description

Return Air

Standard Finish - #26 White

Return Air

Standard Finish - #26 White

Return Air

Standard Finish - #26 White

Supply Air

Standard Finish - #26 White

Supply Air

Standard Finish - #26 White

Supply Air

Standard Finish - #26 White

Supply Air

Standard Finish - #26 White

Supply Air

Standard Finish - #26 White

Mechanical Equipment Schedule 2 Count

Keynote

OmniClass Number

System Classification

Type

Level

Manufactur er

# 23.75.10.24 Other,Power,Supply SPM91621 .21.27.11 Air,Sanitary 60717

3 Tons

Level 1 Goodman

# SPM91621 60717 # SPM91621 60717

3 Tons

Level 3 Goodman

23.75.10.24 Other,Power,Supply .21.27.11 Air,Sanitary 23.75.10.24 Other,Power,Supply .21.27.11 Air,Sanitary

3 Tons

Level 2 Goodman

System Name Other 3,Mechanic al Supply Air 1,Sanitary 7 Mechanical Supply Air 2

Model # GSX140361-ARU F37C14

# GSX140361-ARU F37C14 Mechanical # Supply Air 4 GSX140361-ARU F37C14

DSXC18 CooůŝŶŐ ĂpĂĐŝƚǇ ͗ 35,000 - 57,000 BTU/h

,ŝŐŚͲ ĸĐŝĞŶĐy Split SysƚĞŵ ŝƌ CŽŶĚŝƟŽŶĞƌ Up to 18 SEER Contents

SPECIFICATION SHEET

MODEL XB110L VENTILATION FAN WITH LIGHT

Inches)

ULTRA SILENT ™ Sound Technology t HVI certified, best-achievable <0.3 Sone level provides nearly silent operation for a relaxing environment. t State-of-the-art blower and duct outlet design smooths airflow. t High tech DC motor designed for nearly silent operation. ULTRA LUCENT ™ Lighting Technology ® t Two, ENERGY STAR qualified 18 watt (max) GU24, 3500K bulbs brightly illuminate room for most any task. (bulbs included). t One, 4 watt (max) C7 type night-light provides night-time convenience (bulb not included). t Well-diffused, wide light dispersal floods room for maximum effectiveness and keeps bulbs from showing through lens. t Enclosed reflector for minimal light visiblity through the grille.

DSXC18 0601A

35,000

47,000

57,000

RLA

15.3

21.2

27.1

LRA

104

152.9

Nominal Cooling (BTU/h) Decibels Compressor

Condenser Fan Motor

Nomenclature ...................................... ..........................3 Expanded Cooling Data ....................................... 2 Wiring Diagram .................................. ........................ Dimensions ........................................ 4 Accessories ......................................... 16 23 24 24

Horsepower (RPM) FLA

2.80

RefrigeraƟŽŶ System Refrigerant Line Size¹ Liquid Line Size (“O.D.)

Liquid Valve Size (“O.D.)

Expansion Device

U.L. Listed for use over bathtubs and showers when connected to a GFCI protected branch circuit (ceiling mount only). U.L. Listed for use in insulated ceilings (Type IC). Use only ON/OFF switch, mechanical timer or relay-switched control. 3-year warranty on product, 1-year warranty on bulbs.

DIMENSIONS (

DSXC18 0481A

Refrigerant Charge

FEATURES ULTRA SMART ™ DC Motor and Control Technology ® t DC motor for efficiency well beyond ENERGY STAR requirements. t Can be used to comply with ASHRAE 62.2, LEED, ENERGY STAR ® for Homes and CA Title 24. t Powerful operation maintained over a wide range of real-world installations (CFM ratings maintained through at least 0.25” static pressure). t Rated for Continuous Operation.

DSXC18 0361A Cooling Capacity

дΗ

иΗ

ϭЯΗ

дΗ

иΗ

Sweat

184

259

TXV

Superheat at Service Valve

7-9°F

Subcooling at Service Valve

5-7°F

208/230-1-60

21.9

29.3

Electrical Data Voltage-Phase-Hz Minimum Circuit Ampacity ¹

36.7

Min / Max Volts

197 / 253

Electrical Conduit Size

ЪΗ Žƌ вΗ

Equipment Weight (lbs)

206

268

274

Ship Weight (lbs)

228

290

296

ENERGY STAR® CerƟĮĞĚ Δ

Δ Energy Star Notes

SP ANS 14 TO 24 ON-CENTER FRAMING

ULTRA QUICK ™ Installation Technology t Unique telescoping mounting frame fits through retrofit drywall opening to allow easy installation from the room side. No attic access needed! t Captive screws allow for easy new construction installation. t Mounting frame positioning tabs provide easy vertical positioning for new construction. t Easy to insert and remove snap-in housing. No screws required! t Easy to insert and remove snap-in blower. t Inside or outside duct connector and knockout plate mounting provides flexibility for new construction or retrofit.

HVAC INFORMATION

Model

DSXC180361A* DSXC180481A* DSXC180601A*

Dimensions W"

35½

38¼

35½ 35½

38¼ 38¼

HVAC SPECIFICATIONS