CAIM NAVARRO
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PROJECT FACTS
SCHOOL - SCHOOL OF ARCHITECTURE PVAMU
PROFESSOR - BILL PRICE SITE - GUANAJUATO, MEXICO
PROJECT TYPE - HOUSING STUDIO - SPECIAL PROJECTS
YEAR - 2014
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GUANAJUATO WAS ONE OF THE MOST PRODUCTIVE SILVER MI-NING LOCATIONS IN THE WORLD, ACCOUNTING FOR 2/3 OF THE WORLD’S PRODUCTION AT ITS PEAK. FOR OVER 250 YEARS, IT PRODUCED ABOUT 40% OF THE WORLD’S SILVER. THE CITY’S MOST FAMOUS ATTRACTION IS THE MUMMIES OF GUANAJUATO, WHICH ARE IN THEIR OWN MU-SEUM LOCATED ON THE SIDE OF THE MUNICIPAL CEMETERY IN THE TEPETAPA NEIGHBORHOOD.
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COMMERCIALSPACE
10000 SF
RESIDENCESPACE
21000 SF
FUTURERESIDENCE
SPACE21000 SF
FUTURECOMMERCIAL
SPACE6000 SF
COURT-YARD
7000 SF
THE PROPOSAL FOR THIS HOU-SING TYPE IS RELATED TO A CUL-TURAL PROBLEM THAT IS FOUND IN LATIN AMERICA. THE CONCEPT IS VOID AND INFILL WICH ALLOWS DESIGNING SPACES FOR FUTURE CONSTRUCTION. THIS CONCEPT IS A FASHION TO APPROACH A SO-LUTION TO THIS CULTURAL PRO-BLEM WHICH IS THE DIVISION OF RESIDENCES AT SOME POINT BE-LONGING TO TWO FAMILIES OR A CHANGE OF BUILDING TYPE FROM RESIDENTIAL TO COMMERCIAL.
COMMERCIAL SPACE ADVANTAGE PROPOSED RESIDENTIAL SPACE IN SECOND LEVEL
PROPOSED FUTURE RESIDENTIAL, MULTI-USE SPACE
IN THIRD LEVEL AND UP
VERTICAL AND HORIZONTAL MULTIPLE UNITS
FLEXIBILITY INNER FLEXIBILITY
UNIT BUILDING VOLUME USED AREA BY THREE UNITS HORIZONTALLY
USED AREA BY THREE UNITS VERTICALLY
BUILDING AXONOMETRIC
EXPLODED AXONOMETRIC
1. STRUCTURE FOR FUTURE CONSTRUCTION2. FUTURE CONSTRUCTION 3. RESIDENTIAL 4. COMMERCIAL SPACES
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UNIT RESIDENCE EXPLODED AXONOMETRIC
1. ROOF CONCRETE SLAB2. LIGHTING FIXTURES 3. INTERIOR LAYOUT 4. ENVELOPE
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SITE PLAN
1. PROPOSED BULDING 2. OUTDOOR PRIVATE COURTYARD3. PLAYGROUND
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ENVIRONMENTAL DIAGRAMS
WIND DIRECTION SUMMER WIND DIRECTION WINTER FLOW OF WATER ACROSS SITE
SUN PATH JUNE 21 SUN PATH DECEMBER 21 SWALE
SHRUBS TREES TOPO LINES
CONTEXT DIAGRAMS
COMMERCIAL BUILDINGS CULVERTS SOCCER FIELDS
POWER DROP POWER LINES TELEPHONE LINES
PROPERTY LINE ROADS SIDEWALKS
BUILDING DIAGRAMS
OVERHANGS PREVENT HEAT AND BRING NATURAL INDIRECT
LIGHT INTO THE UNITS
THERE IS FREE AIR FLOW THROUGH THE UNITS
TREES ARE STRATEGICALLY ORIENTED TO PREVENT HEAT
ROOF CONTAINS RIGID ISULA-TION FOR ISULATION PURPOSES
HIGH CEILINGS ALLOW HOT AIR TO RISE ABOVE OCCUPANTS
VEGETATED AREAS AROUND BUILDING TO HELP LOWER HEAT TOWARDS THE MAIN CONCRETE
WALLS
SUSTAINABLE STRATEGIESWILL BE SUFFICIENT TO COOL DOWN
THE UNITS THEREFORE ENERGY WILL BE PRESERVED
GLASS WALLS ARE ORIENTED TO THE NORTH AND SOUTH
FACADES
SHADING DEVICE ON ROOF
ROOF PLAN
1. SHADING DEVICE2. STRUCTURE FOR FUTURE CONSTRUCTION
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THIRD LEVEL FLOOR PLAN 1. FUTURE RESIDENCE 2. COURTYARD VIEW TO BELOW
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SECOND LEVEL FLOOR PLAN 1. RESIDENTIAL SPACES 2. PRIVATE OUTDOOR COURTYARD3. VIEW TO BELOW
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GROUND LEVEL FLOOR PLAN 1. COMMERCIAL SPACE 2. FUTURE COMMERCIAL SPACE 3. PRIVATE PARKING4. PARKING
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THIRD LEVEL FLOOR PLAN STRUCTURE DIAGRAM 1’ X 1’ CONCRETE COLUMN 1’ X 1’ 4” CONCRETE BEAM
SECOND LEVEL FLOOR PLAN STRUCTURE DIAGRAM 1’ X 1’ CONCRETE COLUMN 1’ X 1’ 4” CONCRETE BEAM
GROUND LEVEL FLOOR PLAN STRUCTURE DIAGRAM
1’ X 1’ CONCRETE COLUMN 1’ X 1’ 4” CONCRETE BEAM
FOUNDATION STRUCTURE DIAGRAM 5’ X 8” CONTINUOUS FOOTING 1’ X 1’ 4” CONCRETE GRADE BEAM 1’ X 1’ PIER 4’ X 4’ SPOT FOOTING
1 - FUTURE STRUCTU-RE DESIGN IS BASED ON EIGHT 12’ X 12’ X 12’ VOLUMES
2 - THE BUILDING WILL PROVIDE A COLUMN AND BEAM STRUCTURE SYSTEM FOR FUTURE CONSTRUCTION
3 - UNCOMPLETED PE-RIMETER BEAM STRUC-TURE
4 - PENDING PERIME-TER REINFORCEMENT BAR WORK AND CON-CRETE SLAB
5 - UNCOMPLETED IN-NER BEAM STRUCTURE
6 - PENDING TWO WAY CONTINUOUS INNER REINFORCEMENT BAR WORK AND CONCRETE SLAB
7 - PENDING ONE WAY INNER REINFORCE-MENT BAR WORK AND CONCRETE SLAB
8 - FLEXIBLE CONCRE-TE SLAB SYSTEM
9 - VERTICAL HOOK DEVELOPMENT LENG-TH FOR FUTURE CON-TRUCTION DEVELOP-MENT
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1 - 5’ X 8” CONTINUOUS FOOTING SHEAR MO-MENTVФ = Ф 2 √(F’c) b dVФ = 58 Kips
2 - 1’ X 1‘ COLUMN’S REQUIRED AREA OF REINFORCING BARS IS GREATER THAN 1% THE SECTION AREA OF THE COLUMNb X d X .01 ≥ As ≥ b X d X .031.5 in^2 ≥ As ≥ 4.5 in^2As = 8 # 4 BARS
3 - 1’ X 1’ 4” CONCRE-TE GRADE BEAM REIN-FORCING BAR AREA REQUIREDAs = ρ X b X dAs = 5 in ^ 2 4 # 9 BARS
4 - MINIMUM THICK-NESS OF SLAB ON GROUND LEVELt = L / 35 t = 4”MAXIMUM SPACING OF REINFORCEMENT:S = 3 t S = 12 “
5 - HOOK DEVELOP-MENT LENGTHHDL= 0.02 Ψe λ Fy db f’c^0.5HDL= 7.1
6 - CONCRETE BEAM MINIMUM THICKNESS FACTOR L = 24’ h = 1’ 3” h ≥ L / 18.5
7 - 1’ X 1’ 3” CONCRE-TE BEAM REINFORCING BAR AREA REQUIREDAs = ρ X b X dAs = 6 in ^ 2 6 # 9 BARS
8 - 5” X 1’ 3” CONCRE-TE BEAM REINFORCING BAR AREA REQUIREDAs = ρ X b X dAs = 2 in ^ 2 2 # 6 BARS
9 - HOOK DEVELOP-MENT LENGTHHDL= 0.02 Ψe λ Fy db f’c^0.5HDL= 9.5
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SECTION
WALL SECTION
1. BRICK WALL2. CONTINUOUS FOOTING3. CONCRETE GRADE BEAM4. CONCRETE BEAM5. ONE WAY SLAB WITH RIGID ISULATION SYSTEM6. FUTURE CONSTRUCTION BEAM SYSTEM7. WOOD FRAME SHADING DEVICE
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SECTION DETAILS
1. PERIMETER FUTURE CONSTRUCTION CONCRETE BEAM2. CENTER FUTURE CONSTRUCTION CONCRETE BEAM3. CONCRETE BEAM ON BRICK WALL4. CONCRETE GRADE BEAM ON FOOTING5. REINFORCED CONCRETE BEAM6. SLAB SYSTEM 7. CONCRETE GRADE BEAM8. SIDEWALK SYSTEM9. CONCRETE CONTINUOUS FOOTING
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CODES
PROJECT NAME: Juventino Rosas Housing
PROJECT LOCATION: Guanajuato, Mexico
SITE AREA: 63, 800 SF
BUILDING AREA: 56, 000 SF
BUILDING: International Building Code 2012
STRUCTURAL: International Building Code 2012
PLUMBING: International Building Code 2012
MECHANICAL: International Building Code 2012
ELECTRICAL: NEC 2012
FIRE/LIFE SAFETY: IFC 2012
ACCESSIBILITY: ADA Guidelines
ENERGY: 2012 Energy Code
BUILDING CLASSIFICATION
OCCUPANCY TYPE: Assembly Group A-1
CONSTRUCTION CLASSIFICATION: Type 303.2 Assembly Group A-1. (Concrete, Steel)
ALLOWABLE HEIGHT: 4 Stories – Ground Level – 24, 000 SF
ALLOWABLE HEIGHT IF SPRINKLED: 4 Stories - Limit 20’ for higher for last story
FIRE PROTECTION REQUIREMENTS
PRIMARY STRUCTURAL FRAME: 1 hour (table 601)
FLOOR CONSTRUCTION: 1 hour (table 601)
ROOF CONSTRUCTION: 1 hour (table 601)
EGRESS REQUIREMENTS
EXIT: In a building, room or space used for assembly purposes that has an occupant load of greater than 300 and is provided with a
main exit, the main exit shall be of suffi cient width to accommodate not less than one-half of the occupant load, but such width shall not
be less than the total required width of all means of egress leading to the exit. Where the building is classifi ed as a Group A occupancy,
the main exit shall front on at least one street or an unoccupied space of not less than 10 feet (3048 mm) in width that adjoins a street
or public way. In a building, room or space used for assembly purposes where there is no well-defi ned main exit or where multiple
main exits are provided, exits shall be permitted to be distributed around the perimeter of the building provided that the total width of
egress is not less than 100 percent of the required width. (Ch. 10 Sec. 1028.2)
In addition to having access to a main exit, each level in a building used for assembly purposes having an occupant load greater
than 300 and provided with a main exit, shall be provided with additional means of egress that shall provide an egress capacity for
for at least one-half of the total occupant load served by that level and shall comply with Section 1015.2. In a building used for
assembly purposes where there is no well-defi ned main exit or where multiple main exits are provided, exits for each level shall be
permitted to be distributed around the perimeter of the building, provided that the total width of egress is not less than 100 percent of
the required width. (Ch. 10 Sec. 1028.3)
MAXIMUM TRAVEL DISTANCE TO EXIT: Exits and aisles shall be so located that the travel distance to an exit door shall not be grea-
ter than 200’ measured along the line of travel in nonsprinklered buildings. Travel distance shall not be more than 250’ in sprinklered
buildings. Where aisles are provided for seating, the distance shall be measured along the aisles and aisle accessway without travel
over or on the seats. (Ch. 10 Sec. 1027)
CORRIDOR WIDTH: Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any
position shall not reduce the required width by more than one-half. (Chap. 10 Sec. 1005.7.1)
STAIRWAY: The capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by
such stairway by a means of egress capacity factor of 0.2 inch per occupant. (1000 occupants X 0.2” = 200” or 16.6’) (Chap. 10 Sec.
1005.3.2)
Riser height – 4” minimum - 7” maximum. Tread Run – 11”. Vertical distance between landings – 12’ maximum.
RAMP: Width - 36” minimum requirement. 48” provided. Slope – 1:12 for egress or accessibility. Landing – maximum distance be-
tween landing is 30”.
COMMON PATH OF EGRESS TRAVEL: The common path of egress travel shall not exceed 30 feet (9144 mm) from any seat to a
point where an occupant has a choice of two paths of egress travel to two exits. (Ch. 10 Sec. 1028.8)
SEATING
SEATS: 1220 provided. For rows with egress on both ends; the maximum row can have 100 seats, and the minimum clear row spa-
cing: 12” + 0.3” for every seat above 14. Clear row is never to exceed 22”.
WHEELCHAIR PLACES: 501 – 5000 seats requires 6 plus 1 additional place for every 150 seats thereof. (1000 seats – 501 seats =
499 seats. 499/150 = 3.3 places. 6 places + 4 additional places = 10 places)
FIXTURE COUNT
WATER CLOSETS: Male – 1/125 (1000 occupants / 125 = 8 water closets) required. 18 provided. Female – 1/65 (1000 occu-
pants / 65 = 15.4 water closets) required. 24 provided
LAVATORIES: Male – 1/200 (1000 occupants / 200 = 5 lavatories) required. 12 provided.
DRINKING FOUNTAINS: 1/500 (1000 occupants / 500 = 2 drinking fountains) required. 24 provided.
PARKING
SPACES: 250 spaces. 0.25 to 0.5 spaces per seat or occupant. (1000 occupants X 0.25 spaces = 250 spaces)
ACCESSIBLE SPACES: 10 for every 100 spaces (25 Spaces). Accessible car spaces must be 96” wide, and accessible van spaces
must be 132” wide. All accessible parking spaces must have a 60” wide aisle on at least one side.
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