Architecture Thesis and Professional Experience Portfolio

Page 1

architecture

ROSALYN ROMÁN IGLESIAS ● THESIS ● PROFFESIONAL


Thesis & Professional Experience

This Portfolio includes my Thesis for the Professional Bachelor’s Degree of Architecture at the Polytechnic University of Puerto Rico and some of the works of my Professional Experience as a Entry Level Architect. It contains construction documents, preliminary and conceptual drawings.

Rosalyn I. RomĂĄn Iglesias (787) 648-2509 r.romaniglesias@gmail.com Urb. Floral Park c/Francisco Sein #429 Hato Rey, PR 00917


Thesis: Productive Housing.

Cayey Theater and Tourist Information Center

Contemporary Culture Center of San Juan

(Assembly)

(Assembly)

Construcion documents

Construcion documents

•Theater •Concessions •Activity Center •Parking

•Theater •Concessions •Gallery •Offices o plans

o plans o reflected

ceiling plan o roof plans o interior elevations

o reflected

ceiling plan & wall sections o bathrooms o details

o sections

Luis Muñoz Marín Park (Rehabilitation / Dotacional)

Construcion documents • Park •Concessions inventory landscape plan o demolition plans o proposed plans o reflected ceiling plan o roof plans o bathrooms o doors & windows schedules

o tree

28 - 39

40 - 53

Children’s Park “Parque de los Niños”

University of Puerto Rico Hotel

(Rehabilitation / Dotacional)

(Rehabilitation / Residential)

University of Puerto Rico Concessionaires & Playroom Area

Construcion documents

Preliminary Documents

20 - 27

(Rehabilitation / Commercial)

Conceptual • Park o tree

inventory landscape plan inventory schedule o details

o tree

2 - 19

54 - 57

• Hotel for interns students and faculty o asbuilt o rooms

and proposed plans plans and interior elevations o ADA room plans

58 - 63

• Food Concessions o conceptual

plans / demolitions o conceptual proposal o abuilt

64- 69


Productive Housing

Diana’s Housing Typology in the XXI Century: A Multifamily Productive Housing. Synopsis

Problem

Throughout history, housing and work have been a part of the daily life of every person. As the twentieth century these two spaces have been disconnected from each other by mismanagement and planning on the ground. The spread of urbanity caused housing and work to be segregated in the city increasing the distance between the two and decreasing productivity and recreation.

The urban growth in Puerto Rico has caused a separation between production space and domestic space. Starting from this segregation of duties, the distance between these two have caused a significant loss of time moving from one to the other, time which could be devoted to production or recreation.

“Puerto Ricans lose 32 days in traffic jams”

2

Existing Housing Typology

“Casa Diana” is a construction of dual character, since it has the capacity to accommodate housing and productive space (workshops, office, trade, etc.) to serve the same The proposed project is based on the housing typology owner. of “La Casa Diana” that will be taken to the multifamily Proposed Housing Typology housing low-rise and high density in a suburban area. At the end of the study and classification of different areas of Productive Housing- develops economic-productive production a new prototype of housing arises called activities goods and services. Housing is aimed at consoliProductive Housing. In order to cater to the different dating the bond of social integration with the work needs of customers and the need of production space the associated with the territory. design of the unit consists of several prototypes or Proposal modules which are superimposed atop one another to A productive housing is proposed based on the typoloform adequate space for each owner. The classification of gy of the “Diana House” in Puerto Rico. This housing will productive spaces, jointly with privacy factors, the flow of provide the owner both a living space as well as a space visitors and the use of these productive housing modules to carry out production, both functions under one place. make it possible to adapt these modules to a tower or It will be a productive housing of high density and low block building. height in a suburban area.


3

Housing and Work Space_ San Juan, P.R._Fifth Year_Thesis


site analysis: programs The site has various programs, mostly single family units. It includes hospitals, businesses, industries, public transportation facilities and government offices.

4

site analysis: roads network The site is bordered by two main avenues which are very busy, JosĂŠ de Diego Avenue on the west and Jose Custodio Avenue on the south; and two tertiary roads on the north and east leading to the Urban Train.

proposal & site photomontage The place of intervention is in San Francisco, Rio Piedras. The site of the project is located is the parking lot of the Urban Train measuring approximately 3.5 acres. The place takes advantage of its proximity to the two main roads and easy access to transportation systems. The place has the necessary amenities, including shops, housing, endowments and industry.

site elevation


volumetric diagram

accesses diagram

structural diagram

Conceptually the proposal initially part of three volumes, one vertical (rotated 30 degrees) and two horizontal (one parallel to one of the main roads and the other parallel to the tertiary pathway).

To break the volumetry, some "push and pull" moves have been made. The vertical and horizontal accesses have been arranged in such a way that the access to the tower is located in the center of the volume and for the blocks, accesses are located on the outskirts of the two volumes connected by corridors. These accesses refer to the privacy level of the buildings.

Structurally, both buildings (tower and bars) behave differently. The tower, with a super structure made of concrete, gives the allusion of a folding plane in which it is "filled" with a lightweight aluminum structure, polycarbonate, glass and gypsum board. The bar has structural walls every 25'–0, which are “filled� in the same way as the tower.

proposal components diagram The proposal includes besides the buildings, an underground parking, a raised platform above street level that connects the buildings and serves as a promenade for customers who visit the productive units and green areas, including a large plaza / park which faces the Urban Train.

5


6

site plan / roof plan


ground floor plan

47


1

2

3

4

5

6

7

8

9

10

11

12

13

nivel %

1

2

3

4

5

6

7

8

9

10

11

12

13

14

1

15

2

3

4

5

6

7

8

9

10

11

12

13

4th floor& plan

parking level

nivel

nivel

1

2

3

4

5

6

7

8

9

10

11

12

13

2nd floor plan nivel $

1

2

3

4

5

6

7

8

9

10

11

12

13

nivel %

5fh floor plan

ESCALA 1/32�=1’0

8

1

2

3

4

5

6

7

8

9

10

11

12

13

% 3rd floor plan nivel

block structure & skin diagram


0”

9


10


ESCALA 1/16”=1’0” ESCALA 1/16”=1’0”

nivel 1

nivel 2

nivel 1

nivel 2

1

nivel 3

2

nivel 3

3

nivel 4

nivel 5

nivel 6

nivel 4

nivel 5

nivel 6

5

6

ESCALA 1/16”=1’0” ESCALA 1/16”=1’0”

4

7

nivel 7 nivel 7

nivel 8 nivel 8

8

nivel 9 nivel 9

9

nivel 10 nivel 10

10

nivel 5 nivel 5

11

nivel 12 nivel 12

12

tower structure & skin diagram

11


l

l

p p p

l p

p

l

Ideogram The composition of the building is based on the assembly of a number of modules or parts which overlap one above the other. This assembly system makes it easier to adapt to different customers with different needs. The modular pieces can be formed as a towering building as well as a bar structure.

12

l

p

l = LIVING SPACE block modules

p = PRODUCTION SPACE


p

l

l

p

l

l

p

p

tower modules

l

p

l

l

p

p

13


14

front / south elevation


15


16


block section

tower section

17


Capa vegetal Sustrato Filtro

Tubular metálico d. 1” acabado cromado

Aislación Térmica Terminción interior Impermeabilización

Tubular metálico d. 3” acabado cromado Barandal en acero inoxidable alt. 3’- 6” Jardinera

Parapeto de hormigón alt. 2’- 6” “Flashing” Losa de hormigón 2’

Goterón Voladizo Viga de acero 1’ x 6”

Ventana fija en aluminio tipo “casement” Valcor Samcor

Perfilería en aluminio tipo Valcor Samcor

Puerta corrediza en aluminio y crsital templado

Barandal de cristal 4’ x 4’

Anclaje Ventana de aluminio tipo “awning” Zinc acanalado Plancha de policarbonato “LEXAN” 4’ x 8’

Perfilería en aluminio

Pared en “gypsum board”

Losa de ceramica 12 x 12

Plafón

Plancha de policarbonato “LEXAN” 4’ x 8’ Perfilería en aluminio

Ventana fija en aluminio tipo “casement” Valcor Samcor

18

Losa de hormigón 2’

lateral / west elevation

tower wall section


Losa de ceramica 12 x 12 Anclaje Zinc acanalado Ventana de aluminio tipo “awning” Plancha de policarbonato “LEXAN” 4’ x 8’

Barandal de cristal 4’ x 4’

Viga de acero 1’ x 6” Plafón

Perfilería en aluminio Luminaria Plafón acústico Ventana fija en aluminio tipo “casement” Valcor Samcor

Losa de hormigón 6”

Gravilla Losa de hormigón de estacionamiento Lamina impermeable “Miradrain”

Grava Tubo de desague soterrado Zapata en hormigón

Tubería de desague Terreno compactado Formaleta para el desague

block wall section

19


Cayey Theater and Tourist Information Center

20


Assembly (Theater, Concessions, Activity Center, Parking)_ Cayey, P.R._2015

1. Theater Ground Floor Plan 2. Theater Second Floor Plan 3. Theater Reflected Ceiling Plan 4. Theater Longitudinal Interior Elevation 5. Theater Transversal Interior Elevation 6. Theater Transversal Interior Elevation 7. Ground Floor Reflected Ceiling Plan 8. Activity Center Reflected Ceiling Roof Plan 9. Activity Center Roof Plan

21


CENTRO DE ACTIVIDADES

THEATER

CONCESSION 1

TOURISM INFORMATION CENTER

LOWER TERRACE LEVEL T1

north

CONCESSION 2

2 A 356

A

1 A 356

D

E

F

80'-5 3/4" 68'-4"

1

F.F.E. 399.37

1 4'-0"

Ramp 14'-0" 3'-4"

15'-0"

F.F.E. 397.41

9'-4" 3'-8"

11'-0"

1'-6"

3'-4"

34'-2"

1

2'-11"

up

6'-7"

up

6"

3'-4"

12'-0"

6"

9'-7"

5'-3" Electrical Room

13

21'-8"

6"

6"

4'-6"

13

7

8

F.F.E. 399.74

F.F.E. 399.38

F.F.E. 399.74

F.F.E. 400.09

F.F.E. 400.54

8"

16'-10"

8"

3'-0"

6"

12'-0"

F.F.E. 400.81

F.F.E. 401.16

F.F.E. 401.52

F.F.E. 401.87

F.F.E. 402.23

F.F.E. 397.60

F.F.E. 397.60

Storage Room

7

35'-6"

4"

43'-4"

GWB Wall

8'-7"

3'-0"

3'-0"

3'-0"

33'-6"

3'-4"

3'-0"

3'-0"

Concession A2

2

10'-6"

6"

1'-2" 1'-2"

6'-0"

11'-11"

F.F.E. 399.74

4'-0"

Stage

TYP.

3'-8"

3'-8"

8"

Movie Screen

7

h1

3

6"

18'-10"

10" 6"

1 A 354

4'-0"

# A ###

1'-6"

Stairs

1'-6"

TYP. TYP.

8

12'-0"

3'-6"

12

3'-6"

3'-6"

Acoustic wall treatment as specified

up 1

up 1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

10"

2

4'-6"

Metal Ladder

5'-6"

11'-11"

6'-0"

21'-8"

2"

h2

2'-10" high, 1 1/2" ø Stainless Steel Railing Satin Finish

Roof Access Door

4"

4"

theater ground floor plan

2 A 356

1 A 356

4"

c1 4'-0"

22

8"

34'-0"

2'-10" high, 1 1/2" ø Stainless Steel Railing Satin Finish

31'-10"

9'-6"

12'-8"

1 A 354

1

1 A 355

Steel frame above to suport movie screen, see Structural dwgs.

11

Backstage

2

2'-0"

EXP. JT. TYPE "C"

7 Savaria V1504 Standard Accessible Conveyor Elev Chain Hydraulic Drive / 750lb. Capacity 42" High Platform Guard Panels 38.5" x 48-11/16" interior cab size

10'-9"

8

8'-6"

Acoustic wall treatment as specified

6'-4"

4'-6"

1'-4"

3'-8" 5'-0"

3"

3'-6"

3

1 A 355

9

1'-6"

Open to below

2'-10" high, 1 1/2" ø Stainless Steel Railing Satin Finish

Stairs

6"

10

10'-11"

8'-0"

F.F.E. 399.73

4'-10"

1'-3"

4'-8"

6"

GSEducationalVersion

4"

c2 4'-0"

4'-0"

EXP. JT. TYPE "C" 4'-0"


2 A 356

A

1 A 356

D

E

F

80'-6" 68'-4"

1'-3"

10'-11"

6"

32'-8"

SLOPE

SLOPE

SLOPE

RD #2

SLOPE 1 1/2" ø Stainless Steel Railing Satin Finish

SLOPE

EXP. JT. TYPE "C"

8

Stairs

6"

6"

7'-3"

2'-6"

2'-0"

20

1 A 355

19

4

7'-5"

8'-0"

6'-4"

Acoustic wall treatment as specified

8'-0"

1 A 355

4'-6"

3'-6"

17'-4"

10"

10"

2'-0"

EXP. JT. TYPE "A"

Open to below

RD #2

3

SLOPE

6"

10"

GWB Wall w/ Galv. Structure

4'-0"

24

1

1 1/2" ø Stainless Steel Railing

2 3

Stage

4 5

7

8

F.F.E. 399.74

F.F.E. 399.38

F.F.E. 399.74

F.F.E. 400.09

F.F.E. 400.54

F.F.E. 400.81

F.F.E. 401.16

F.F.E. 401.52

F.F.E. 401.87

F.F.E. 402.23

F.F.E. 402.58

F.F.E. 402.94

F.F.E. 403.29

F.F.E. 403.65

F.F.E. 404.01

6

F.F.E. 404.92

8

i

3'-8"

Control Room 2'-0"

22'-0"

7

11'-6"

33'-6"

43'-4"

35'-6"

1'-2"

2

TYP.

1'-2" 1'-2"

EXP. JT. TYPE "B"

8'-7"

SLOPE

6r @ 6"

Steel frame, see Structural dwgs.

11" 11" 11" 11" 11"

SLOPE

7'-6"

21'-8"

RD #2

8

SLOPE 1'-4" 8"

1 A 354

3'-0"

6"

12'-0"

8'-7"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

6"

7'-0"

10"

8"

10'-11"

8"

1 A 354

6" 8'-3"

33'-4"

1 1/2" ø Stainless Steel Railing Satin Finish # A ### 67'-7"

6"

Electrical Room

6'-2"

7'-7"

12 rows @ 19 seats / row= 228 seats

1

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

4'-10"

21

4'-10"

3'-4"

F.F.E. 399.38

2

22

4

9"

Acoustic wall treatment as specified

4'-10"

3'-6" RD #2

23 6"

1'-6" 1'-6" TYP. TYP.

4'-6"

SLOPE

SLOPE

2

F.F.E. 404.01

9"

1'-6"

3'-4" 6'-8"

10'-8"

21'-8"

6"

Low wall 404.92 TOW

SLOPE

10"

1 1'-6"

Roof Access Door

# 1 1/2" ø Stainless Steel Railing Satin Finish A ###

1'-6" 36'-0"

theater second floor plan

2 A 356

EXP. JT. TYPE "A" Stairs

EXP. JT. TYPE "C"

8 7'-6"

10" 6"

6"

7'-3"

6"

4'-0"

1 A 356

23


CENTRO DE ACTIVIDADES

THEATER

CONCESSION 1

TOURISM INFORMATION CENTER

LOWER TERRACE LEVEL T1

2 A 356

1 A 356

north

CONCESSION 2

A

GSEducationalVersion

D

E

F

80'-6" 68'-4"

1'-3"

10'-11"

3

4'-6"

9'-0"

1'-6" 4'-6"

3'-0"

9'-0"

E.Q.

28'-0" 9'-0"

7'-0"

E.Q.

2'-0"

2'-0"

1 A 354 Exp JT Type "C"

7'-0"

21'-8"

10'-3"

E.Q.

1'-6"

3'-3"

18'-0"

3'-0"

E.Q.

1'-6"

4'-6"

4'-0"

12'-0" 4'-6"

1 A 354

7'-0"

67'-7"

10"

6"

8"

10'-11"

Exp JT Type "C"

8"

ACT +8'-0"

14'-0"

A/C Diffuser

2

1'-6"

A/C Diffuser

1 A 355

7'-0"

1 A 355

Downlights

3'-1" 4'-0"

E.Q.

1

2 A 356

theater reflected ceiling plan

24

1 A 356

E.Q. EC

1'-6"

Exp JT Type "C"

E.Q.

1'-6"

E.Q.

1'-6"

1'-6"

1'-6" 3'-3"

1'-6"

3'-1"

E.Q.

10'-3"

21'-8"

7'-0"

A/C Diffuser

E.Q.

E.Q.

E.Q.


1 A 356

D 68'-4"

E

1'-3" PVC single ply roofing membrane 4" polyisocianurate RVAL=19 rigid foam insulation 1/4" recover board dense deck

F 10'-11"

Surface monted ext alum. regled

4'-0"

2-ply SBS roofing membrane

6"

type B gauge 18 steel deck

4" XPS rigid foam insulation

steel joists 2'-0"

lightweight conc. with elevations as shown on Roof Plan conc. slab

2"

conc. beam

clerestory window

A/C duct

A/C

A/C duct

A/C diffusers

6"

A/C duct

1'-6"

A/C duct

2'-1"

m 1

3'-10"

drip

4'-4"

Expansion Flashing Type "D"

2'-6"

2 A 356

A

3'-3" 1'-10" 6"

15'-8"

16'-0"

ID

9'-6"

2'-0"

18'-1"

CONTROL ROOM

Wall Lamp

2'-6"

Acoustic wall treatment as specified

A/C 20'-0"

3'-0"

2'-0"

1'-6"

Downlights

2'-10"

GWB Ceilings

3'-10"

1'-6"

6"

6" 3'-0"

1'-6" 6"

1'-0"

GWB ceiling 4'-6" 1'-6"

3'-9"

9'-3"

5'-10"

Exp. JT Type "C" GWB wall

Steel Beam tube for support of A/C units

F.F.E. 404.92

F.F.E. 396.61 F.F.E. 396.67

8'-0"

8"

F.F.E. 404.01

8

20

21

6"

3'-0"

3'-2"

7"

2'-6"

12 STORAGE ROOM

STORAGEROOM

6" F.F.E. 399.38

8'-2"

GND FL LEVEL

8'-4"

7"

Steel Sub-Structure w/ 2 3/4" treated playwood and carpet

Exp. JT Type "C"

21'-0"

7

19

TERRACE LEVEL

Exp. JT Type "B"

20'-3"

6

14

18

24

18'-4"

5

11

17

23

15'-2"

(14 Strips)

5'-10" 9"

10'-1"

Max water level

8

F.F.E. 397.60

2"

All walls and floor covered with vandex water proofing

2

4

10

1'-10"

1

3

9

15

16

22

26

3'-1"

6'-6"

7'-0"

8'-0"

14

1'-2" 6"

6"

2'-6" 2'-6" 6"

Access Door See Mechanical DWG

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

10'-3"

PUMP ROOM

8'-0"

F.F.E. 399.38

2"

2" 1'-6" 4'-8"

CP

13

CP

9

2'-6"

4'-0" 1'-6" 4" 3" 2"

drip

Wall Lamp

3'-4" 7'-6"

8'-0"

11

2" topping & floor finish as shown 2"

1 1/2" ø Stainless Steel Railing Satin Finish

25

6'-6"

4'-0"

12'-0"

3"

Exit Sign

GWB Ceiling

F.F.E. 399.74

13 Risers @ 1'-2" EA

5'-10"

21'-8"

18'-0"

3'-4"

4'-0"

4'-0"

3"

Movie Screen

h1

CP

Wall Lamp 3'-10"

Steel frame to suport movie screen, see Structural dwgs.

6"

4'-0"

1'-6" 1'-0"

27'-6"

A/C

F.F.E. 397.60

GND FL LEVEL

Vapor Barrier 6 Mil

8'-2"

16'-10" 2 A 256

theater longitudinal interior elevation

GSEducationalVersion

1 A 356

25


CENTRO DE ACTIVIDADES

THEATER

CONCESSION 1

TOURISM INFORMATION CENTER

LOWER TERRACE LEVEL T1

north

CONCESSION 2

3

2

1

3

2

1

GSEducationalVersion

43'-4"

43'-4"

21'-8"

21'-8"

21'-8"

21'-8"

PVC single ply roofing membrane

PVC single ply roofing membrane

4" polyisocianurate RVAL=19 rigid foam insulation 1/4" recover board dense deck

4" polyisocianurate RVAL=19 rigid foam insulation 1/4" recover board dense deck type B gauge 18 steel deck

type B gauge 18 steel deck

1'-0" 4" 2'-1 1/2" 1 1/2"

2'-0"

2'-0"

2'-1 1/2" 1 1/2"

steel joists 2'-0"

F.F.E. 410.72

2'-0"

1'-0" 4"

steel joists

5'-4"

1'-6"

GWB Ceiling

6'-9"

28'-8" 18'-0"

1'-6"

21'-8"

1'-2" F.F.E. 399.38

3'-6"

8'-0"

9'-2"

8'-0"

Movie Screen 18'x35'

2'-6"

9

F.F.E. 404.01

1'-10" 6"

6" 9'-2"

1'-2"

1'-0"

28'-8"

26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

Ramp

7"

8'-0"

21

3'-0"

1 1/2" ø Stainless Steel Railing Satin Finish

Tupakustik wall acoustic panel system by Fantom Group

15'-2" 26 Risers @ 7" EA

20

GWB Ceiling

Drywall painted

8'-0"

i

1'-3"

6"

6"

6"

22'-0"

1'-6"

Interior Ceiling Recessed Light

6" 2'-0"

A/C Duct

Interior Ceiling Recessed Downlight

6"

6" 2'-0"

A/C Duct

Max water level

6"

6'-0"

Max water level

All walls and floor covered with vandex water proofing membrane or similar approved

6'-0"

All walls and floor covered with vandex water proofing membrane or similar approved

F.F.E. 396.46

Vapor Barrier 6 mil

theater transversal interior elevation

26

GSEducationalVersion

Vapor Barrier 6 mil

theater transversal interior elevation

6"


CENTRO DE ACTIVIDADES

THEATER

CONCESSION 1

TOURISM INFORMATION CENTER

LOWER TERRACE LEVEL T1

CONCESSION 2

1 A430

2 A430

Be

1 A431

C A421

Ce

1 A430

Ae

De

Be

2 A430

1 A431

C A421

Ce

De

north

Ae 27'-0"

27'-0"

27'-0"

27'-0"

27'-0"

27'-0"

GSEducationalVersion

RD #1

Roof #2

RD #1

RD #1

14'-0"

+2 ½"

+2"

4'-3"

E.Q.

8'-0"

1 A434

8'-0"

A/C

RD #2

9'-6"

RD #2

RD #2

4'-0"

+3 ½"

14'-0"

Roof #1

+3 ½"

+3 ½"

4e

18'-0"

cabin 2

Roof #7

E.Q.

9'-6"

+2"

+2"

SALÓN DE ACTIVIDADES

5'-6"

5'-6"

+3 ½"

+3 ½"

14'-0"

B A420

11'-0"

RD #1

RD #2

+2"

Structural Slope

11'-0"

+3 ½"

+2"

4'-0" 4'-0"

5'-6"

+3 ½"

Metal Ladder

+3"

5'-6"

13'-0" 18'-6" 14'-0"

16'-0"

33'-0"

5'-6"

Roof Access Door

A/C

+3"

Roof #2

14'-0"

cabin 1

4e

4'-0"

A/C

+3" +2"

E.Q.

4'-0"

+2 ½"

Roof #2

2'-0"

RD #2

3e

58'-0"

3e

RD #1

+3 ½"

RD #2

+3 ½"

1 A433

5e

4'-0"

RD #1 +3"

32'-0"

E.Q.

1 A433

5e

9'-6"

RD #1

RD #2

1 A434

# A ###

E.Q. 32'-0"

2'-6" 2'-9" 2'-9" 2'-9" 2'-9" 2'-6"

1 A433

Roof #7

+3"

+2 ½"

4'-6"

9'-6"

4'-6"

+2 ½"

RD #2

5'-6"

E.Q. 27'-0"

# A ###

RD #1

+2"

6e

E.Q.

1 A434

+2 ½"

Roof #7

2'-9"

14'-0"

E.Q.

6e

B A420

RD #1

7e

7e

RD #2

RD #2

RD #1

RD #2

16'-0"

+3 ½"

2 A433

2 A433

32'-0"

32'-0"

2 A433

+2"

+3 ½"

+2"

+3 ½"

+3 ½"

18'-6"

RD #2

+2"

2e

2e 11'-0"

11'-0"

11'-0"

RD #2

RD #2

4'-0" 14'-0"

14'-0"

11'-0"

14'-0"

4'-0"

RD #2

RD #1

RD #1

1e

1e

+2"

1 A430 1 A430

2 A430

activity center reflected ceiling plan

GSEducationalVersion

A A420

1 A431

activity center roof plan

2 A430

A A420

1 A431

27


28 WV

TMH

TMH

SMH

TMH

MC

BOX CTV

EMH

TLC

WV

EP

MC

A/C

MC

A/C

SMH

TMH

TLC

2CTV

EMH

TLC

EMH

EMH MC

MC

TLC

TLC

SMH

MC

SB

MC

CS EB

MH MC

MC

EMH

EMH

MC

SMH

T=4.81 TMH

TMH

Contemporary Culture Center of San Juan


Garbage Station

MC

SMH

SMH

MC

SMH

New manhole see Civil plans

SMH

Electrical Substation,Transfer & Switching Unit, see Electrical Drawings

Assembly (Theater, Concessions, Gallerry, Public Space)_ San Juan P.R._2015

Electrical Substation,Transfer & Switching Unit, see Electrical Drawings

SMH

EMH

Garbage Station

1. Gallery Floor Plan 2. Theater Ground Floor Plan 3. Gallery Reflected Ceiling Plan 4. Theater Reflected Ceiling Plan 5. Gallery Transversal Section 6. Gallery Wall Section 7. Theater Section 8. Gallery Building Bathrooms 9. Theater Dressing Rooms & Bathrooms 10. Details: a. Skylight Details b. Gallery Gypsum Board and Tupakustik Ceiling Details c. Lavatory Detail d. Reflecting Pool Details e. Theater Handrails Plan & Details

29


F

G

H

I

1 A410

J

2 A410

K

L

M

N

1 A411

O

P

1 A311

Q

2 A411

R

S

1 A412

T

2 A312

U

V

246'-3" 16'-3"

16'-3"

5'-9"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

matchline A207

27

6"

1'-0"

15'-0"

1'-0"

15'-0"

1'-0"

15'-0"

1'-0"

15'-0"

1'-0"

15'-0"

1'-0"

15'-0"

1'-0"

15'-0"

ELEV MOD B (mirror)*

10'-0"

15'-0"

8'-6"

7'-6"

15'-0"

1'-0"

6"

1'-0"

5'-4"

7

8'-10"

53

5'-10"

1'-0"

7

7

17'-0"

53

1'-0"

19'-4"

4'-0" 6"

6

4 A415

8'-6"

6"

1'-0"

53

6

6" ru 9

4

6'-0"

15'-0"

8'-6"

F.D.

7'-6"

17'-0"

2 A310

4

17'-0"

53

7

8'-10"

5'-10"

7

ELEV MOD B*

ELEV MOD C* 4 A415

ELEV MOD D*

ELEV MOD E*

ELEV MOD G*

ELEV MOD H*

ELEV MOD D*

ELEV MOD E*

10'-0"

ELEV MOD N *

2'-0"

21 NOTES:

ELEV MOD B (mirror)*

ELEV MOD A (mirror)*

ELEV MOD A*

ELEV MOD N*

steel & glass railing MONITOR

note 1: asterisk (*) denotes metal lath and plaster structure.

4 A415

19

note 2: for upper part of brise-soleil module refer to drawing of Collonade Module Types in A-305.

2 A 70 0

2 A 30

1 A411

16'-0 "

2 A410 3

1 A410

16

2 A411

steel & glass railing

1 A412

2 A312

Wall Metal Lath & Plaster w/ Galvanized Steel Structure

R FL

OW

+2" +2"

17

PE

16'-0 " .W.

4 A 70 0 RD#1

SLO

M.B 1 A 70 0

SBS

OVE

.W. M.B SBS

30

3 A 70 0

SLO

PE

4 A 70 0 RD#1

4 A 70 0 RD#1

SBS

E.W

.

16'-0 "

18

1 A310

16

center line

1 A413

6"

55

1'-0"

11'-6"

6'-0"

17'-0" 7

4

8'-6"

1'-0"

1'-0"

1'-0"

5'-10"

6'-10" 2'-0"

4

15'-0"

Janitor

9'-6"

ru 9

15'-0" 21'-0"

4'-0"

13

Wall Metal Lath & Plaster w/ Galvanized Steel Structure 1'-0"

15'-0" 53

6'-0"

6"

56

53

2'-0"

22'-0"

6" st. stl 304 railing over 3'-0" conc. low wall

30'-0"

15'-0"

31'-0"

19'-4"

31'-0"

13

F.F.E. 13.78

1'-0"

1 A312

14'-8" 5'-1 3/8"

2 A311

F.D.

3'-4"

1'-0"

Gallery

13

7

1'-0"

4

1'-0"

ru 9

2'-0"

6'-0"

6"

11'-0"

4

9'-6"

15'-0"

2'-0" 11'-4"

13

1'-0"

4

1'-0"

15'-6" 17'-0"

79'-0"

center line

P1

2'-0" 1'-0"

15'-0"

ELEV MOD N*

15'-6"

15'-0"

4'-4"

metal lath and plaster wall over conc. base

1'-0"

ELEV MOD A*

4'-0"

15'-0"

5'-0" 1'-0"

15'-0"

1'-0"

steel & glass railing

52

20'-2"

54

4'-0"

3'-10"

8"

4 A415

3'-4" 2'-0"

15'-11"

17

E

15'-0"

# A###

8"

7a

12" 2'-0" 2'-0" 2'-0" 2'-2"

F.F.E. 56 wood steps

8"

2'-0" 1'-3"

2 A310 16'-0"

15'-0" 21'-4"

OPEN TO BELOW

2'-0"

22

8'-6"

53

5'-10"

7

3'-2"

12'-0"

Bathroom 301

8"

F

8'-6"

53

7

8'-0"

1'-0"

8"

2'-0" Elev 1

15'-0"

15'-0"

15'-8"

A/C Chase

3'-0"

6"

23

6'-0"

ru 9

33'-0"

8'-0" 34'-0"

6"

Bathrooms 301-302 / ELEV 1

4

S1

5'-10"

2'-0"

3'-4" 5'-9"

7a

1 A413 16'-0"

1 A601

8" 8"

18

5'-0"

metal lath and plaster wall over conc. beam

40'-0"

2'-0"

8'-0"

3'-10"

6"

O 1

15'-0"

ELEV MOD A (mirror)*

17'-0"

ELEV MOD E*

64'-0"

ELEV MOD D*

7

2ND FLOOR FFE + 13.78

2'-0" 17'-0" 6"

1'-2"

6'-5"

Bathroom 302

5'-0"

12'-0"

16'-0"

8"

3'-2"

8"

17

6" 3'-4"

3'-0"

2'-0" 1'-3"

E

R 1

10"

6'-10"

41'-0"

7'-1"

steel & glass railing

4'-0"

5'-0" 7

7a

F

9'-0"

7

3'-0"

Stair No. 1

15'-0"

Vestibule

EXP. JT. TYPE 4

9'-0"

steel & glass railing

2'-0"

7'-1" 10"

4'-4"

4 A415

Stair No. 1

1'-0"

MONITOR

ELEV MOD H*

19'-4"

15'-6"

16'-0"

5'-1"

EXP. JT. TYPE 4

19'-0"

7 Landing FFE + 11.95 Q 1

48'-0"

15'-1"

10" 6"

10" 11"

1'-0"

24

5 A713

4 A415

15'-7"

10"

59

ru 8

1 A800

2 A311

1 A321

6'-6"

6"

1'-0"

26 25

9'-1"

5'-4"

15'-0" 7

Gallery 3

6"

9'-1"

6"

59

2'-0"

6'-6"

10"

7

4'-0"

5'-1"

57

1'-0"

5'-0"

9'-6"

11'-2"

FG

15'-11"

8"

11'-6"

T1

2'-0"

FG

58

gallery floor plan


6"

14'-9" 1 A605

6"

J

J

I

L

LL

M

6'-4"

12'-9"

13'-5"

6"

10"

EXP. JT. TYPE 2

10'-0"

6"

6'-4"

Curved Wall Cladding

2'-8"

15'-3"

10"

5'-8"

12a

1'-0"

31'-1"

Stage

STAGE APRON

FFE +6.00

G 4'-0" 6"

8"

21'-9"

11'-2"

6'-10" 6"

6

13'-5" 4'-6"

6

up

6'-10" FFE +6.00

6

37

35

12'-5"

7'-11"

31'-2"

FFE +6.00

6'-4" 14'-6"

10'-0"

4'-0"

1'-0"

4'-0"

23'-6"

# A ###

Terrace

ru 6

6

I

17'-8"

1'-1"

10"

Studio / Workshop

ru 5

6

1 A424

10"

6

H

4'-0" 6"

6"

8'-4"

7'-8"

FFE +6.00 #

Important Note: The intersection of axis 38 and Theater Module centerline is the point of origin of all radii / arcs in the Theater Hall's Gnd FL & 2nd FL balcony.

Fire emergency guillotine type metal door with alarm

Seating Area

18

6" 34

6'-4"

10"

FFE +6.00

25

7a

3'-4"

11'-10"

3'-4"

11'-4"

10'-0"

Back-Stage Workshop

ru 4

12

4'-4"

BAÑO 108

17

conc. top with double industrial sink

Fire emergency guillotine type metal door with alarm

10

36

8'-4"

Baño ADA

8"

5'-8" 3'-4" Bathroom 107

17

Stair No. 3

7'-10"

30'-0"

31'-0"

Seating Area

10

3'-4" 5'-8" Bathroom 106

3'-4"

1 A830

4'-0"

8"

6'-4"

7a

7a

10'-2" ELEV 2

12'-5"

Wood flooring

14'-2"

7'-6"

4'-2" 3'-4"

31

15'-0"

6

Taller de Utilería

1'-0"

4'-4"

ru 7

31

7'-0"

2'-0"

3'-4"

9'-0"

8"

7'-6"

FFE +6.00

4'-0"

6"

Pin rail projection above

27'-0"

26'-10"

47'-2"

6"

6

9'-0"

8"

1 A820

1'-0"

19'-0"

4

10

41'-0"

Loading Dock

6

Oficina Recibo

2'-6"

1 2 3

Aprox. 334 Seats

#

7'-6" galv. steel railing (both sides) 20'-0"

30

46'-10"

15'-3"

Hall

33

5'-1" 6"

12'-10"

1'-10" 1'-8"

28

1'-0"

1 A230

9'-10"

Bathroom 108 & Workshop

1 A605

Q

5'-1"

2'-6"

Ladder with cage to grid and door lock

10

74'-8" Seating Area

P

10'-1"

Theater Back-Stage

4" 3'-2" 10"

9'-6"

29

5

7

22'-2"

Bathroom 106-107

10"

3'-4"

27

10'-0" FFE +4.80

7" 8"

16'-2"

14

2'-0"

Not-so-quick Room

4'-4"

6

4'-1"

14

Control Luces

6" 2'-2"

7'-4"

3'-11"

24

Oficina Producción

2'-8"

3'-4"

14'-10" 1'-10"ø Concrete Column

8"

5'-8"

5'-0"

8'-4"

projection above

FFE +6.46

26'-10"

Pantaflex black-out Roller Shade eq. or app. sim. to Shades & Rollers Hato Rey, PR. 787 281-6550

14

2'-6"

14

FFE +6.00

10

19'-6"

25

3'-4"

7a

7" VIP Seating Area Acoustic Wall Cladding

P

8"

1 A604

27'-0"

14

FFE +6.00

9'-0"

8"

5'-6"

Baño ADA

14

5'-1"

6"

VIP dressing rm

dressing table @29"

7'-10"

8'-10" 3'-6"

8'-4"

25

21

10"

13'-5"

6"

#

2'-0"

24

6"

8"

10" 2'-6" 5'-6"

7a

6"

Dressing Rm 2 8.13 TOW.

9'-11"

21

4'-8" 14

11'-0" st. steel railing satin finish / ss 304 (both sides) (x2)

ramp L=9'-0"

FFE +6.23

3'-4"

24

10'-0"

14

ramp L=9'-0"

2'-6"

9'-0"

10"

FFE +6.00

6'-0"

10'-0"

26

5'-6"

14'-10" 2 bumper guards molded dock bumpers spectra shield ss1213 by durable corp. or app. eq.

ru 3

32

6"

9'-0"

FFE +6.46

6"

10'-0"

27'-0"

14

7

2'-3"

3'-6"

6"

5'-1"

8.13 TOW.

6"

14

10'-0"

9'-11"

26

10'-8"

5'-6"

6" 14

6"

FFE +4.73

N

5"

3'-2"

ret. wall 46cm

8'-0"

6"

3'-4"

8'-4"

Seguridad

8"

10'-0"

3'-6" 2'-0"

5'-0"

6"

Dressing Room 1

11'-8"

10'-0"

3'-4"

7'-4"

K

3'-2"

conc. stairs: 7R@.057"= 48" 6T@11= 66"

8" 7

14'-10"

Bathroom 105

16'-3"

6'-6"

25'-11"

6"

5'-9"

7'-3"

3'-4"

1'-0"

16'-0"

10

center line

48'-0"

8'-4"

44

9'-2"

8"

8"

43

22'-10"

6'-8"

9'-10"

2 A423

41

19'-2"

35'-0"

6"

8"

10'-0"

39

12'-10"

10'-1"

6"

3'-4" 2" 6"

8"

25

6" 24" 24" 3'-0"

5'-1"

5'-1" 6" 10"

11'-0"

10'-2"

6'-0"

J

8"

center line

11

8'-0"

Wardrobe 7a

8'-4"

22

6'-4"

7'-0"

6"

EXP. JT. TYPE 2

Interior Vestibule

8"

6'-0"

6'-0"

4'-8"

EXP. JT. TYPE 2

ru 1

6"

J

14

3'-4"

Concession

10"

FFE+ 6.00 10'-8" 6 Cuarto Eléctrico

7

20

7

10'-0"

Bathroom 104

6"

15'-8" 10'-8"

8"

Oficina Producción CCCSJ

7'-2"

FFE+ 6.46

6"

Bathroom 103 & Dressing Rm 1 / Bathrm 104 & Dressing Rm 2 equal but inv.

38

16'-0"

27'-0"

3'-2"

15'-2" 6"

6" 10'-8"

Stair No. 1

10'-0"

I

ret. wall 46cm

6

FFE+ 6.46

8" 1 A603

9'-2"

7'-10"

Cuarto Mecánico FFE+ 4.60 14'-2"

ret. wall 1.86m

8'-4"

G

8"

1'-0"

14'-2"

2'-8"

23

1 A423

37

16'-0"

2'-2" 5'-6" 1'-0"

6'-4"

36

8"

2'-10"

10'-8" EXP. JT. TYPE 1

2 A422

32'-0"

1'-9"

15'-2"

5'-4"

1 A422

1 A321

34

4'-0"

10" 10" 6"

12'-4"

19

2 A421

38'-8"

3'-4" 2" 6"

6'-6"

1 A421

31

21'-2"

11'-8"

7'-8"

1 A800

29

20'-2"

15'-8"

27

15'-11"

6"

2'-0"

26

3'-6"

25

11"

5'-0"

1 A420

16'-0"

5'-8 3/8"

2 A311

24

1 A425

1 A426

7'-11"

21

4'-0" 1'-5"

10'-1"

7'-6"

5'-0"

7'-6"

4'-6"

1'-0"

3'-0"

11'-0"

8"ø Steel Column

FFE +6.00

Alum. joint

FFE +6.00

2'-11" #

Alum. joint

4'-0"

4'-0"

Ramp #

6" Block Wall

VJ

1'-0"

15'-0"

6

ELEV MOD E (mirror)

1'-0"

31'-0"

6"

15'-0"

ELEV MOD D (mirror)

1'-0"

4'-0" 6"

ELEV MOD H (mirror)

15'-0"

1'-0"

27'-0"

6"

15'-0"

4'-0" 6"

ELEV MOD A

1'-0"

ELEV MOD B

15'-0"

1'-0"

27'-0"

6"

3'-0"

4 3

7'-6"

7'-6"

5

NP-1

60'-0"

NP-1

9'-6" 14'-6"

3'-0"

4'-0"

2

3'-0"

2 A311

1 A420

25

26

27

28

Alum. joint

ELEV MOD C (mirror)

1'-0"

15'-0"

ELEV MOD B (mirror)

1'-0" 4'-0" 6"

Terrace #

4'-0" NP-1

15'-0" Alum. joint

6"

5

M

4

ELEV MOD A (mirror)

1'-0"

15'-0"

27'-0"

1'-0" 6"

4'-0" 6"

12'-6"

4

4 3

4'-0"

5

5

NP-1

7'-6"

6

6

28'-0"

planting area

6"

58'-0" 9'-6"

V-Joint

NP-1

3

2

2

1

1

conc. bench @ 16"

6"

sidewalk

5'-0" V-Joint

#

french drain with gravel surface

1

DREN-1 french drain below

9'-0" SL-3 solar luminaire

24

28'-0"

15'-0"

6" 9'-6" st. steel railing satin finish / ss 304 both sides (typ.) 5'-0"

3

ELEV MOD D (mirror)

1'-0"

2'-0"

2'-6"

8 A110

Typical Alcorque & Step Detail

4

15'-0"

4'-0"

NP-1

3'-6"

1

5

ELEV MOD E (mirror)

1'-0"

6

2

6

15'-0"

2'-0" 2'-6"

15'-0"

2'-0"

1'-0"

9'-6"

15'-0"

6'-6"

1'-0"

2'-0"

15'-0"

ELEV MOD B

8'-6"

10" 6" 10"

ELEV MOD L (mirror)

9'-6"

14'-8"

ELEV MOD M

9'-6"

1'-0"

ELEV MOD L

9'-6"

ELEV MOD F2

L

1 427

4'-0"

VJ

8"ø

4'-8" 1'-0"

R

39

4'-6" 1'-0"

16'-0"

S

4'-0"

7" 5"

1'-0"

7"

10'-1"

9'-11"

3'-0"

2 A320

Collonade / Arcade

Alum. joint

S

39

11'-0"

4'-8" 1'-0"

FFE +6.00

2'-3 1/8"

R

2'-6"

4'-8" 8"

18'-2 7/8"

6"

4'-8" 8"

#

TOW +6.91

6'-4"

12'-0"

3'-0"

# A###

1'-2"

9'-11"

4"

12a

1'-2"

36'-6" 20'-0" st. steel railing satin finish / ss 304 (both sides) ramp L=18'-0"

11'-7"

2'-6"

FFE +6.46

4'-0"

Stage wood steps, see detail

5

10

5"

10 38

EXP. JT. TYPE 1

11'-6"

10

21

1'-2"

6'-0"

3 4

Acoustic Wall Cladding 7

6'-0"

2'-0" 7

1'-6"

3'-6"

10'-2" 10"

1'-9" 6"

2'-4" 6"

H

6'-4"

12

1 2

8"

8'-10"

ru 2

3'-2"

Box Office

30

32

1 A421

2 A421

33

7 L200

SL-3 solar luminaire

34

SL-3 solar luminaire

1 A320

35

1 A422

2 A422

36

SL-3 solar luminaire

37

1 A423

38

grass lawn

SL-3 solar luminaire

40

41

SL-3 solar luminaire

2 A423

42

44

theater floor plan

31


F

G

H

I

1 A410

J

2 A410

K

L

M

N

1 A411

O

1 A311

P

Q

2 A411

R

S

1 A412

T

2 A312

U

V

246'-3" 16'-3"

16'-3"

5'-9"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

26

2 A 222

ACP

Drip Detail # A ###

3"

spkr

+14'-0"

3"

26

CEILING PANELS

spkr

EXP. JT. TYPE 4

ACOUSTIC

EXP. JT. TYPE 4

15'-11"

EXP. JT. TYPE 1

8"

6"

11"

25

4'-0"

G.W.B. +17'-6"

8'-6"

7'-6"

17'-0"

6"

spkr

spkr

spkr

spkr

8'-0"

spkr

G.W.B. spkr

spkr

spkr

16'-6"

spkr

L13

L13

spkr

L13

5'-4"

L13

spkr

L13

L13

5'-4"

L13

L13

5'-4"

L13

L13

L13

L13

L13

5'-4"

spkr

spkr

L13

spkr

L13

L13

L13

L13

spkr

L13

L13 spkr

L13

L13

L13

L13

L13

L13

L13

spkr

L13

L13

L13

L13

L13

L13

L13

L13

L13 Concrete

spkr

L13

spkr

L13

L13

spkr

L13

spkr

spkr

3'-2"

spkr

L13

L13 spkr

12'-6"

L13

spkr

L13

G.W.B. spkr

8'-0"

spkr

spkr

spkr

spkr

spkr

G.W.B. 17'-0"

19'-6"

spkr

6"

spkr

L13

1 A413

G.W.B. +11'-6"

E.Q.

spkr

L13

19'-4"

L13

8'-0"

spkr

16'-0"

spkr

1 A312

spkr

G.W.B. 4'-6" 6"

spkr

5'-10"

G.W.B.

G.W.B. spkr

L10 2 A311

1'-8"

# A ###

3'-2"

spkr

L10

E.Q. 6" spkr

spkr

spkr

spkr

G.W.B. 8'-0"

spkr

spkr

spkr

G.W.B. 16'-6"

spkr

spkr spkr

E.Q. E.Q.

1'-0"

spkr

L10

3'-6"

9'-0"

2 A 720

L10 A/C Return

5'-10"

6'-0"

spkr

L10

19'-6"

8'-0"

1'-0" EQ

+8'-0"

L10

Concrete

# A ###

+16'-0"

L13

6'-8"

+41'-0"

spkr EQ

L10

spkr

ACP

4'-4" 1'-0"

EQ

6'-4"

EQ EQ

3'-3"

A.C.T. +12'-0"

4'-2"

7'-9"

5'-6"

spkr

EQ

8"

12'-0"

16'-0"

spkr

+9'-6"

# A ###

5'-0"

+41'-0"

Elev.

A.C.T.

8'-0"

G.W.B. spkr

5'-0"

13'-8" +43'-6" 8'-6"

6"

+9'-6"

8'-0" spkr

1'-8"

5'-0"

+41'-0"

19'-4"

1'-2" 6"

G.W.B

8'-0"

5'-0"

1'-0"

8'-0" spkr

4'-4"

9'-0"

Elev.

Janitor

8'-0"

+9'-6"

8'-0"

1'-0"

3'-3"

spkr

6'-0"

A.C.T.

1 A413

8'-0" spkr

4'-0" EQ

5'-6"

spkr

spkr

7'-9"

EQ

8" 16'-0"

12'-0"

spkr

8'-8"

2'-0"

A.C.T. +12'-0"

spkr

8'-0"

2'-0"

6'-6"

spkr

+15'-0"

64'-0"

8'-0"

spkr

1'-3"

24

1 A321

8'-0"

19'-6"

2 A311

23

6'-6"

8'-0"

16'-0"

Concrete

2'-0"

22 2 A310

19'-6"

L10

L10

L10

L10

L10

2 A310

A/C Return

Concrete

L10

19'-6"

L10

L10

L10

L10

L10

L10

3"

16'-0"

Concrete

L10

21

Drip Detail 1 A410

32

2 A410

1 A411

1 A310

2 A411

2 A 222

1 A412

2 A312

gallery reflected ceiling plan


2 A 311

24

1 A 420

25

26

27

29

1 A 421

31

2 A 421

1 A 422

1 A 321

34

2 A 422

36

1 A 423

37

38

39

41

2 A 423

43

44

240'-10" 16'-0"

11"

15'-11"

20'-2"

21'-2"

38'-8"

32'-0"

16'-0"

16'-0"

12'-10"

19'-2"

22'-10"

9'-2"

8'-4" EXP. JT. TYPE 1

spkr G.W.B.

G.W.B.

G.W.B.

+8'-6"

+8'-6"

+8'-6"

+8'-6" 2'-0"

spkr

A.C.T.

spkr

spkr

EXP. JT. TYPE 4

spkr

spkr

spkr

G.W.B.

spkr

+8'-6"

spkr

A.C.T.

A.C.T.

+9'-0"

+9'-0"

+9'-0"

spkr

G.W.B.

spkr

spkr

+8'-6"

+11'-4"

spkr spkr

A.C.T.

G.W.B.

2'-2"

A.C.T. +9'-0"

H

spkr G.W.B.

spkr

+8'-6"

spkr

+8'-6"

EXP. JT. TYPE 2

spkr

Pin Rail

spkr

spkr

spkr

10'-0"

spkr

spkr

12'-0"

10'-0"

spkr

spkr

spkr

spkr

spkr

spkr

10'-0"

A/C Duct (See Mechanical DWG)

6'-0"

spkr

1 A 323

spkr

3'-9"

spkr

Drip Detail CONCRETE

Open To

+26'-0"

Above spkr

spkr

spkr

1 A 425

spkr

8'-0"

8'-0"

+26'-0"

1 A 426

5'-5"

EXP. JT. TYPE 2

spkr

2 A 222

CONCRETE

8'-0"

6'-0"

8'-0"

6'-0"

8'-0"

3'-9"

30'-0"

EXP. JT. TYPE 3

spkr

I

spkr

86'-0"

10'-0"

spkr

8'-0"

8'-0"

spkr

spkr

8'-0"

5'-5"

6'-0" A/C Duct (See Mechanical DWG)

+18'-0"

spkr

8'-0"

8'-0"

spkr EXP. JT. TYPE 2

G.W.B.

spkr

1'-0"

spkr

8'-0"

8'-0"

2 A 222 spkr

+21'-0"

1 A 424

Drip Detail

spkr

G.W.B

G Stairs

+8'-6"

spkr

spkr

G.W.B.

spkr

4'-8"

48'-0"

6'-6"

spkr

spkr

A.C.T. +9'-0" spkr

spkr

+9'-0"

2'-2" 2'-6"

5'-1"

spkr

+9'-0"

6'-6"

spkr 4'-0"

2'-6"

2'-6"

spkr

A.C.T. 6'-6"

spkr 6'-2" 2'-0" CONCRETE.

16'-3"

G.W.B.

+8'-6"

5'-9"

G.W.B.

E.Q. E.Q.

+8'-6"

2'-6"

3'-8"

G.W.B.

10'-8"

E.Q.E.Q.

spkr

spkr

spkr

spkr

spkr

EXP. JT. TYPE 1

spkr

spkr

spkr

spkr

spkr

9'-0"

spkr

7'-1"

spkr

8"ø

8"ø

L10

L10

L

16'-0"

Fire Protection System (See Mechanical Plans)

L10

L10

L10

L10

L10

L10

L10

L10

L10

L10

L10

L10

L10

L10

1 A 427

8"ø

M

16'-0"

11"

15'-11"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

16'-0"

Drip Detail

24

2 A 311

1 A 420

25

26

2 A 222

27

28

30

32

1 A 421

2 A 421

33

34

1 A 320

35

1 A 422

2 A 422

36

37

1 A 423

38

40

41

2 A 423

42

44

theater reflected ceiling plan

33


11"

7'-2"

2nd Floor

a/c di ffuser

2'-0"

Mezz Floor

Mezz Floor

interior down light exhibition wall panels

2"

12'-0"

12'-0"

6.46 F.F.E.

steel & glass railing

Ground Floor 9'-8"

Theater Hall

MATCHLINE

Interior Vestibule

10.19 F.F.E.

4'-8" 1/2" gypsum board ceiling w/ galv. structure

2 A 415

CL

2nd Floor

11" interior down light

O1

2'-0"

10.12 F.F.E.

Countertop

Covered Vestibule

Patio

13.78 F.F.E.

2'-0" 6" 13.78 F.F.E.

2'-0"

19'-6"

2"

19'-6" 52'-0"

52'-0"

18'-0"

7'-6"

24'-0"

10'-0"

6.46 F.F.E.

EXP. J.T. Type 5

concrete roof floor slab

1/2" gypsum board ceiling w/ galv. structure

Rollup

ru1

11

1'-6"

Ground Floor

2 A 415

10'-6"

12'-0"

23'-1"

U steel & glass railing

19.71 F.C.E.

12'-0"

metal lath and plaster ceiling w/ galv. structure

Roof

1 A 701

6'-0"

4'-8"

4'-6"

1'-0"

43'-6"

plaster & paint finish

19.71 F.C.E.

exposed concrete

4 A 700

12'-6"

12'-0" 14'-0"

ru8

EXP. JT. type 4

3 steel & glass A 415 railing

13.78 F.F.E.

plaster & paint finish

Roof

2'-0" 19'-4"

19'-6"

19'-5"

2 A 415

exhibition wall

Gallery 3 2nd Floor

19.71 F.C.E.

1/2" gypsum board ceiling w/ galv. structure

O1

3 A 415

Upper Roof

Upper Roof

2 ply modi fied bitumen membrane system

8'-6"

9'-6"

11'-0" 2'-0"

steel & glass railing

19'-6"

Module Type C

(metal lath and plaster w/ galv. structure)

22.30 F.R.E.

19'-6"

19.72 F.C.E.

EXP. JT. type 5

1'-0"

Roof

4'-6"

4'-6"

2ply modi fied bitumen membrane system

22.30 F.R.E.

2'-7"

16'-0"

4 A 700

19'-6"

32'-0"

1 A 701

2ply modi fied bitumen membrane system

13'-3"

WS2 A 414

26 11"

12'-0"

16'-0"

25 16'-0"

14'-0"

WS1 A 414

24

26

4'-6"

1 A 721

25

17'-6"

skylights

24

4'-6"

23

2"

22

MATCHLINE

21

ru8

flooring & base as indicated 2"

13.78 F.F.E.

Gallery 3

18

16'-0"

15'-5"

7'-2"

4'-0"

12'-0"

3'-6"

1'-0" 44'-6"

1'-0"

2"

2 A 415

2'-0" 21'-6"

Rollup

18'-0"

24'-0"

2"

steel & glass railing 13.78 F.F.E.

steel & glass railing

2'-0"

19'-6"

19'-5"

3 A 415 1'-0"

41'-6"

10.19 F.F.E.

(metal lath and plaster w/ galv. structure)

plaster & paint finish

3 A 415

54

EXP. JT. type 4

interior down light

2'-0"

2'-0" 19'-6" 14'-0" 12'-0"

P1

O1

ru8

4'-6"

51'-3"

13.78 F.F.E.

exhibition wall panels

U

Roof

stair no. 1

2nd Floor

ru1

metal lath and plaster ceiling w/ galv. structure

U

19'-6"

11 Countertop

24'-0"

23'-1"

24'-0"

V Rollup

9'-8"

10'-0"

1/2" gypsum board ceiling w/ galv. structure

12'-0"

9'-0" 11'-0"

9'-6" 7'-6"

4'-6"

13'-0"

19.71 F.C.E.

10"

a/c duct

1'-0"

Module Type C

1/2" gypsum board ceiling w/ galv. structure

5" 5" 6"

1/2" gypsum board ceiling w/ galv. structure a/c di ffuser

2ply modi fied bitumen membrane system

19.72 F.C.E.

interior down light

exposed concrete

16'-0"

skylights

22.01 F.R.E.

4 acustic ceiling

2nd Floor

16'-0"

16

4'-0"

1 A 721

17

6'-0"

21

16'-0"

19

2'-0"

20

4'-6"

22

32'-0"

EXP. JT. type 5 Roof

23

16'-0"

2ply modi fied bitumen membrane system

Upper Roof

24

2"

25

MATCHLINE

26

MATCHLINE

2'-6"

conc. floor slab

ru2

34

Interior Vestibule

11

Covered Vestibule

Ground Floor 6.46 F.F.E.

Patio

CL

ELEV MOD (K) mod.

ELEV MOD (J) mirror

ELEV MOD (K) mirror

ELEV MOD (J)

gallery section

flooring & base as indicated

2"

12

6.46 F.F.E.

Theater Hall

MATCHLINE

Ground Floor

MATCHLINE

Countertop

6.46 F.F.E.

Covered Vestibule

Interior Vestibule

vapor barrier 6mil

6.46 F.F.E.

Ground Floor

Theater Hall

gallery wall section


24

25

26

5'-6"

Roof hatch access door

11"

5'-6"

6 A700

16'-0" 4 A 700

Flashing

2'-0"

6"

2'-6"

2 ply modi fied bitumen membrane system 1 A 701

4'-6"

1'-0"

2'-6"

1 A 702

19.71 F.C.E.

5'-10"

Galvanized steel floor & structure

1'-0"

2'-0"

1'-0" concrete roof floor slab Roof

19.71 F.C.E.

Gridiron

Roof

±23.272m F.F.E.

drip gutter

a/c duct

galv. steel structure w/ metal lath and plaster & paint

1'-0"

3'-6"

Flashing

1'-0"

gallery track lighting

5'-10"

acoustic ceiling panels Roof exp. joint cover

19'-5"

1/2" gypsum board ceiling

exhibition wall panel

14'-0"

16'-0"

Catwalk see detail

54

5'-1"

22

21

20

19

17

16

15

14

13

12

11

10

9

3'-0"

1"

68'-0" Fire emergency guillotine type metal door with alarm

Acoustic Wall Panels AWP

AWP

8

7

6

Access Opening 5

4

2

ru 4

1 11° 22'-0"

18'-0"

2 A234

16'-0" 11'-8"

9'-0"

TOW

3'-0"

6"

±6.00m F.F.E.

Vapor Barrier 6MIL Vapor Barrier 6MIL

1 A234

28

12 Stage flooring

12a \

concrete steps ±5.24m F.F.E.

1'-6" 6.46 F.F.E.

Stage

2'-0"

3 '- 0 "

Ladder with cage to grid and door lock

8'-0"

21

8'-0"

Wall Cladding

10'-0"

12'-0"

Acoustic ceiling panels

±6.46m F.F.E.

Ground Floor

Galvanized floor & railing anchor to concrete wal l

Pin rail 3

16'-6"

2'-0"

21'-10"

arcade concrete column plaster & paint finish

ru 1

exterior angle down light

Stainless steel 304 Handrail

18

6'-0"

10"

Sound system

concrete beamAcoustic Wall Panels

1'-0"

2"

23

GWB

19'-6"

Countertop

1'-0" AWP

2nd Floor

metal lath and plaster wall 24

metal lath and plaster ceiling w/ galv. structure

Rollup

1" Acoustic Wall Panels

AWP

13.78 F.F.E.

drip gutter

4'-1"

Acoustic Wall Panels

exterior down light

8" galv. steel column

1'-0"

1"

2'-2"

4 1/2"

3'-0" 9 '- 0 "

2'-0" 2'-6"

2 '- 0 "

±13.77m F.F.E.

5" 2"

2"

1'-0"

4'-6"

k2

60

Fl. exp. joint

Wall Cladding

Control Room 9 '- 0 "

14'-0"

12'-0"

13.78 Gallery F.F.E. conc. floor slab

9'-8"

ru 8

Acoustic ceiling panels ACP

floor drain

10°

2"

2'-2"

flooring & base as indicated

11 A 415

56'-8"

3'-0"

2nd Floor

8'-0"

6"

6.46 F.F.E.

Vapor Barrier 6MIL

Ground Floor

Covered Terrrace

theater interior elevation

35


2 A 601

4 A 601

2'-2"

5'-4"

D

G

E A1 C1

ADA F

B

5'-0"

2 A 602

3'-0"

P-1

P-1

D

D

3'-0"

2x2 Acoustic Tile

3'-0"

1'-3"

Cem. Plaster & Paint

3 A 602

Ba単o 102 202 302 B

3'-0"

A1 B

B

5'-6"

P-3 H

P-3

P-4

4'-0"

Diaper Changer

P-3

2'-10"

ID

P-3

9"

7

Janitor

4'-2"

P-1 D

3'-4"

3'-6"

P-1 D

3'-4"

5'-6" I

P-1A

A

5'-0"

2'-11"

13'-0"

3'-0"

13'-0"

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

8"

P-2

Chase

D

H

C-2

6'-2"

3'-4"

I

G.W.B. Ceiling

3'-0"

3'-0" 2'-0"

P-2

P-1

13'-11" 3'-4"

P-3

D

7

F.F.E. 6.00

C-2

P-1

Ba単o 101 201 301

C1

1' x 2' Integral Ceramic Tile to be Selected by Architect

B

P-2

D

C1

C1

2'-0"

3'-0"

3'-6"

1'-0"

3'-0"

P-1

C1

C1

P-3

D

C1

H

B

P-4

3'-0"

B P-3

3 A 602

P-1 C1

3'-0"

3'-0"

D P-1

C1

P-4

C1

F

A P-3

D

3'-0"

13'-0"

13'-0"

B P-3

G E

2'-9"

A P-3

C1

P-3

1'-5"

F

Cem. Plaster & Paint

1'-8"

P-1A

ADA

B

1'-8"

5'-4"

1'-6"

5'-0"

C1

6"

1'-6"

D P-1A

P-3

3'-0"

3'-6" 5'-0"

7'-0"

G

A1

2 A 602

12'-0" 1'-0"

1'-6"

E 3'-6"

1'-0"

5'-0"

3'-0"

3'-6"

G.W.B. Ceiling

2'-0"

6" 5'-4"

3'-0"

12'-0" 7'-0" 1'-8"

2x2 Acoustic Tile

1 A 602

5'-0"

3 A 601

6"

F.F.E. 6.00

ID

1' x 2' Integral Ceramic Tile to be Selected by Architect

6'-5"

ID

G.W.B. Ceiling

2x2 Acoustic Tile

Elev 1 1 840 3'-4"

3'-2"

8"

15'-8"

Cem. Plaster & Paint 8"

3'-2"

3'-4"

Corridor C1

C1 C2

C2

ID

G E

P2

P-1

D

1'-6"

1'-0"

1'-5"

3'-0"

P2

4'-0"

F P2

1'-6"

7

Window in Mezz Floor

P-1A

D

3'-3"

Door @ Gnd Floor & 2nd Floors

F.F.E. 6.00

1' x 2' Integral Ceramic Tile to be Selected by Architect

3 A 601

36

2 A 601

4 A 601

1 A 602

gallery bathrooms


5 A 603

6 A 603

7 A 603

8 A 603

8'-4" 6'-0"

2'-4"

D 5'-0"

2 A 603

B P-3

P-1

3'-0"

10'-0"

6"

10'-0"

1'-2"

A1 A

2 A 603

P-4

3 A 603

ID

H

2'-4"

2'-8"

2'-2"

3'-2"

3 A 603

3'-0" High

6"

Full Mirror

@ 29"

Baño de Mujeres

6"

Band

6"

3'-6"

5'-6"

9a

2 A 603

H

F.F.E. 6.00

Full Mirror shown on

Backsplash

2 A 603

Backsplash

6"

P-3 P-4

1'-8"

3'-0"

ID

B

2'-6"

3'-6"

Dressing Room FFE +6.00

3'-6"

P-3

6"

2'-10"

5'-6"

2'-6"

Band

Full Mirror shown on

1'-0"

2'-5"

4 A 603

1" Ø Clothes 3'-5" Hanging Rod

B

3'-4"

3'-5"

7'-0"

2'-6"

Tow

9"

#

Tow

Cem. Plaster & Paint

1" Ø Hanging Rod

A-1

7

P-4

2'-8"

3'-0" 3'-0"

10'-2"

A

B

P-3

3'-0"

FG

3/4" Lam. Plas. Playwood Shelf

Cem. Plaster & Paint

Table Support

Table Support

CLOSET

1' x 2' Integral Ceramic Tile to be Selected by Architect

2x2 Acoustic Tile

2x2 Acoustic Tile

FG

10'-6"

B

Full Mirror 1'-2"

3'-0"

Splash

P-3

A-1

A-1

P-7

B P-3

P-3

B

B

P-3

P-3

P-4 P-4

1'-6"

1'-5"

Table Support

1'-0"

Table Support

1' x 2' Integral Ceramic Tile to be Selected by Architect

2'-10"

1'-0"

2'-5"

3'-2"

P-4 P-1

12'-10"

A

A A1

6"

D

4"

Full Mirror

7'-0"

P-3

6'-5"

7'-0"

3'-0"

B

P-7

OPEN

A

10'-6"

6" A1

G.W.B. Ceiling

7'-0"

12'-10"

12'-10"

Cem. Plaster & Paint A

G.W.B. Ceiling

3'-0"

Cem. Plaster & Paint 3'-0"

FG

7'-0"

FG

6"

FG

3'-0"

2'-0"

FG

2'-10"

6"

G.W.B. Ceiling

Cem. Plaster & Paint

F.F.E. 6.00

6"

6"

2'-10"

3'-7"

G.W.B. Ceiling

FG

7'-0" High Wall

A1

2'-1"

Cem. Plaster & Paint

4'-0"

P-3

P-1

F.F.E. 6.00

F.F.E. 6.00

1' x 2' Integral Ceramic Tile to be Selected by Architect

1' x 2' Integral Ceramic Tile to be Selected by Architect

3'-7" OPEN

Full Mirror Dressing

Table

ID

6"

6"

Backsplash

2'-5"

3'-5"

3'-4"

Table Support

6" 7"

Table

Backsplash

H

10'-6"

12'-10"

6" 3'-0"

Dressing

Band 10'-0"

10'-6"

Low Wall @ 3'-5" Plaster & Paint

ID

Backsplash

4"

2'-6" 1'-0" 3'-5" Table Support

2'-5"

3'-5" Table Support

Low Wall @ 3'-5" Plaster & Paint

Full Mirror

3'-0"

3'-0" 7'-0"

Dressing Table @ 29"

6" 2'-5"

F.F.E. 6.00

Band Full Mirror

Cem. Plaster & Paint 2x2 Acoustic Tile

Cem. Plaster & Paint

OPEN 6"

12'-10"

OPEN

Low Wall @ 3'-5" Plaster & Paint

G.W.B. Ceiling

Cem. Plaster & Paint

Full Mirror

Backsplash

OPEN

G.W.B. Ceiling

Cem. Plaster & Paint

7'-0"

2x2 Acoustic Tile

G.W.B. Ceiling

Cem. Plaster & Paint

Table Support

1'-0" F.F.E. 6.00

2'-5"

6"

6"

2'-4"

1' x 2' Integral Ceramic Tile to be Selected by Architect

2x2 Acoustic Tile

10'-0"

4 A 603

Dressing Table

3'-0"

3'-4"

1'-0"

2'-1"

10" H

3'-7"

4'-2"

7'-8"

2x2 Acoustic Tile A A1

F.F.E. 6.00

1' x 2' Integral Ceramic Tile to be Selected by Architect

theater Dressing Rooms & Bathrooms

37


to be Selected by Architect

15'-4"

See A201 4

ACRYLIC 5 A 721 SKYLIGHT

2

ACRYLIC 4 A 721 SKYLIGHT

3'-2 5/8"

6"

1'-6"

6"

BATHROOM EQUIPMENT

1'-0"

1'-0"

6"

2'-5 3/4"

6 3/4"

1'-0"

MKD

6"

2'-5 3/4"

1'-6"

ALUM "Y" FIXED LOUVER WINDOW

6 3/4"

7'-5 1/2"

6

6

1'-0"

CONCRETE BEAM

K-4670-C

P1A

TOILET ADA

KOHLER

K-4405

P1A

1'-0"

6"

2'-6"

KOHLER

K-4670-C

WHITE

TOILET FLUSHSOMETER

MOEN

8310DF16

POLISHED CHROME BATTERY POWERED EXPOSED STYLE POWERED FLUSH VALVE, 1.00 GPF

URINAL

KOHLER

K-5244-ET

WHITE

P2

URINAL FLUSHSOMETER

MOEN

8316

POLISHED CHROME BATTERY POWERED EXPOSED STYLE POWERED FLUSH VALVE, 0.125 GPF

P3

LAVATORY

P3

LAVATORY FAUCET

KOHLER

P4

LAVATORY COUNTER

PALAZZO

2'-0"

MKD

9'-6" CONCRETE PYRADIAN BASE FOR SKYLIGHT (PLASTER & PAINTED)

4'-6"

4'-6"

LUMINARY

2'-0"

2'-0"

21'-4"

8" Concrete Block Wall

6"

2'-6"

1'-0" 4'-5 5/8"

5 7/8"

OYSTER BLACK

GLASS

SEE NOTE A201 3/16" STRUCTURAL ALUM. FLASHING 3/8" EXP. BOLT @ 18" O.C.

CONCRETE

DESCRIPTION

MANUF. MODEL PYRAMID BASE FOR SKYLIGHT

(PLASTER & PAINTED)

FINISH

REMARKS

GLASS

AV. MTG. HT.

MIRROR

BOBRICK

B-165 1830

SS POLISHED

CHANNEL FRAME MIRROR

A1

MIRROR ADA

BOBRICK

B-293 1830

SS POLISHED

FIXED POSITION TILT MIRROR

B

SOAP DISPENSER

VOLA

T-10

BRIGHT POLISHED SURFACE MOUNTED

BARRIER FREE: 47 3/4" TO TOP

C1

TOILET PARTITION

BOBRICK

1030 DESIGNER SERIES

COLOR D14 PORT FLOOR BRACED

SEE NOTE A201 FLASHING

C2

URINAL PARTITION

BOBRICK

1030 DESIGNER SERIES

COLOR D14 PORT WALL-HUNG

SEE NOTE A201 -

D

TOILET TISSUE DISPENSER BOBRICK

B-2888

SS SATIN

SURFACE MOUNTED MULTI ROLL 28"; BARRIER FREE: 28" TO TOP OF UNIT

28"; BARRIER FREE: 28" TO TOP OF UNIT

E

GRAB BAR

BOBRICK

B-6806X42

SS SATIN

1 1/2" DIA.

F

GRAB BAR

BOBRICK

B-6806X36

SS SATIN

G

GRAB BAR

BOBRICK

B-6806X18

SS SATIN

1 1/2" DIA.

H

WARM AIR HAND DRYER

BOBRICK

B-7128

SS SATIN

SURFACE MOUNTED

L

MOP & BROM HOLDER

BOBRICK

B-223 X 24

SS SATIN

3 MOP HOLDER

CONCRETE PYRADIAN BASE FOR SKYLIGHT (PLASTER & PAINTED)

13'-8"

21'-4"

1'-0"

POLISHED CHROME STATIONARY SPOUT, VANDAL RESISTANT AERATOR.

ZZ0188

3/16" STRUCTURAL ALUM.

Hanger Nonius

1 1/2" DIA.

-

GLASS

CONCRETE PYRAMID BASE FOR SKYLIGHT (PLASTER & PAINTED)

-

3/16" STRUCTURAL ALUM. FLASHING

3/8" EXP. BOLT @ 18" O.C.

3/8" EXP. BOLT @ 18" O.C. CONCRETE PYRAMID BASE FOR SKYLIGHT (PLASTER & PAINTED)

SKYLIGHT B 4'-6"

Turning Clips

2 PLY SBS MEMBRANE 4'-5 5/8" WATER PROOFING Topakustik

5 7/8"

1'-6 1/8"

3/16" STRUCTURAL ALUM. FLASHING CONCRETE BEAM

9'-6"

6" ALUM. "Y" ACRYLIC 5 FIXED LOUVER SKYLIGHT B A 721 WINDOW

ACRYLIC 3 SKYLIGHT A A 721

8'-6"

6"

6"

LUMINARY

2 PLY SBS MEMBRANE WATER PROOFING

2'-0"

1'-0"

5'-0" 8'-0"

7'-0"

1'-6"

Connector in Length

H bar

3/8" EXP. BOLT @ 18" O.C. 3/16" STRUCTURAL ALUM. FLASHING

4'-6"

GLASS

2'-0"

2'-0"

1'-0"

3/8" EXP. BOLT @ 18" O.C.

SKYLIGHT B

9'-0"

1'-0"

LUMINARY

5'-0"

15'-0"

Metal Stud Hanging to Ceiling

Metal Stud Framing Fry Reglet W Molding

2 PLY SBS MEMBRANE WATER PROOFING

3/16" STRUCTURAL ALUM. FLASHING

3/16" STRUCTURAL ALUM. FLASHING

Metal Stud Hanging to Ceiling 3/8" EXP. BOLT

4'-6"

1/2"

GLASS@ 18" O.C.

3/8" EXP. BOLT @ 18" O.C.

Erco 2 Circuit Flanged Track

2'-0"

5'-0"

CONCRETE BEAM

Tape & Joint Compound

G.W.B. Ceiling SKYLIGHT A

Metal Stud Framing

1'-6"

9'-0"

6"

6"

1'-0"

2'-6"

5'-0" G.W.B. Ceiling

Fry Reglet Corner Trim

15'-0" Tape &

Joint Compound

B

CONCRETE PYRAMID BASE FOR SKYLIGHT (PLASTER & PAINTED)

G.W.B. Ceiling Hanger Nonius

A

Metal Stud Framing

1 5/16"

2'-0"

1 3/8"

A Tape & 7'-0" Joint Compound

G.W.B. Ceiling Concrete Wall

6"

2'-0"

2 1/2"

CONCRETE PYRADIAN BASE FOR SKYLIGHT (PLASTER & PAINTED)

9'-6"

2'-0"

2 3/32"

Tape & Joint Compound

8" Concrete Block Wall

6"

6"

1/2"

ALUM. "Y" FIXED LOUVER2'-6" 6" WINDOW

Metal Stud 1'-6" 6" Hanging to Ceiling

8'-6"

2 PLY SBS MEMBRANE WATER PROOFING

7'-0"

2'-0"

6"

1 3/8"

5'-0"

7'-0"

1 5/16"

1'-6"

Metal Stud Framing

8'-0"

CONCRETE PYRAMID BASE FOR SKYLIGHT (PLASTER & PAINTED)

4'-6"

SKYLIGHT A

8" Concrete Block Wall

Fry Reglet W Molding

CONCRETE PYRADIAN BASE FOR SKYLIGHT (PLASTER & PAINTED)

H bar

B

2 3/32"

Fry Reglet Corner Trim

Tape & Joint Compound

Erco 2 Circuit Flanged Track

C

Turning Clips Connector in Length

Tape & Joint Compound

Fry Reglet W Molding

D

3/16" STRUCTURAL ALUM. FLASHING

Topakustik

Tape & Joint Compound

3/8" EXP. BOLT @ 18" O.C.

B1

Gallery Gypsum Board and Tupakustik Ceiling Details

8" Concrete Block Wall Metal Stud Framing

1 5/16"

Metal Stud Hanging to Ceiling

Fry Reglet W Molding 1 3/8"

38

3/8" EXP. BOLT @ 18" O.C.

-

G.W.B. Ceiling

A

3/16" STRUCTURAL ALUM. FLASHING

3/8" EXP. BOLT - 18" O.C. @

3/16" STRUCTURAL ALUM. FLASHING

10'-8" 5 ACRYLIC SKYLIGHT B A 721

ACRYLIC 3 SKYLIGHT A A 721

Metal Stud Hanging Ceiling6" 1'-6 to 1/8"

Tape & Joint Compound

B

3/16" STRUCTURAL ALUM. FLASHING

CONCRETE PYRAMID BASE FOR SKYLIGHT K-T11840 (PLASTER & PAINTED)

1'-0"

6"

6'-8"

1/2"

STANDARD HYBRID HIGH EFFICIENCY URINAL, FLUSHING RIM. TOP SPUD, UNIVERSAL MOUNTING BRACKET.

A

Metal Stud Framing

1'-6"

COMMERCIAL SOLID POLYPROPYLENE PLASTIC SEAT, OPEN FRONT, WITH CHECK HINGE, STAINLESS STEEL MOUNTING BOLTS.

TOILET SEAT

P2

6'-6"

2 PLY SBS MEMBRANE WATER PROOFING

13'-8"

F.F.E. 6.46

4'-8"

MILLENNIUM FLOWISE ELONGAED BOWL TOILET, FLUSHOMETER, 1.28 GPF

BATHROOM ACCESSORIES

10'-8"

4'-0"

1'-0"

LUMINARY

Fry Reglet W Molding

COMMERCIAL SOLID POLYPROPYLENE PLASTIC SEAT, OPEN FRONT, WITH CHECK HINGE, STAINLESS STEEL MOUNTING BOLTS.

CONCRETE P1 BEAM

8'-6"

6"

GLASS

MILLENNIUM FLOWISE ELONGAED BOWL TOILET, FLUSHOMETER, 1.28 GPF

WHITE

CONCRETE BEAM

1'-6" 1'-6"

6'-8"

Skylight Details

REMARKS

WHITE 3/8" EXP. BOLT @ 18" O.C. WHITE

4'-6"

4'-6"

1'-6"

4'-8"

K-4405

KOHLER

FINISH

3/8" EXP. BOLT @ 18" O.C.

ALUM "Y" FIXED LOUVER WINDOW

LUMINARY

2'-0"

8'-0"

11'-0"

10'-0"

2 PLY SBS MEMBRANE WATER PROOFING

CONCRETE BEAM ALUM "Y" FIXED LOUVER WINDOW

KOHLER

TOILET SEAT

4'-0"

LUMINARY

2 PLY SBS MEMBRANE WATER PROOFING

TOILET

CONCRETE BEAM

6

MODEL

P1

9'-6"

1'-0"

2 PLY SBS MEMBRANE WATER PROOFING

ALUM "Y" FIXED LOUVER WINDOW

6"

MANUF.

P1

6'-6"

1'-6"

1'-0"

6"

8'-0" 10'-0"

11'-0"

1'-0"

3'-2 5/8"

1'-6"

CONCRETE BEAM

ACRYLIC 4 A 721 SKYLIGHT

DESCRIPTION

8'-6"

ACRYLIC 5 A 721 SKYLIGHT

3/16" STRUCTURAL ALUM. FLASHING

7'-5 1/2"

1/2"

2 3/32"


to be Selected by Architect See A201 Patio Galería

3a

ID 12'-0" 1'-0"1'-0"

3'-8"

6'-8"

3'-4"

Galería

Exposed Concrete

2'-0"

ID 8" 1'-0"

1'-0"

4'-0"

7'-4"

22'-0" 1'-0"

3'-8"

2'-8"

6'-8"

RBN Bubbler Nozzles

1'-0" 6"

1'-4"

Patio

2'-0" 3"

1'-6"

3"

Cement Plaster

Cement Plaster 7'-5"

ID

10'-0"

12'-0"

3/4"

10'-0"

3"

6'-8"

1'-1 1/4"

-

3"

Concrete Beam

8"

8"

3/4" Negro Absoluto Granite

2'-0"

3'-4" 3'-4"

4"

8"

6'-8"

1'-8"

4"

2'-8"

4

2'-4"

18'-8"

2

2"

9" 4"

2

6'-8"

4"

Doors

6"

VARIES

2"

3a

3b

3b

3a Reflecting Pool

3/4" Quarte Custom Lavatory Cement Plaster Floor drainage Argamasa Finish Floor

2'-0" 3"

1"

1'-4"

1"

3"

F.D.

3/4"

1'-0" Water Level

3"

1"

8"

6"

1"

# A ###

# A ###

8"

F.F.E. +6.46

1'-0"

6'-0"

"Chino de Rio" 2"Ø

2"

3/4" Negro Absoluto Granite

3a

4"

Lavatory Detail

9"

6'-0"

4" 3/4"

6'-0"

4"

6'-0"

2"

F.D.

Concrete Slab

3b

3/4" Negro Absoluto Granite Base

1

Reflecting Pool Details

Theatre Handrail Plan & Front Elevation scale 1/4" =

3"

1'-0"

9"

Argamasa Finish Floor

1'-0" 9"

3" 1"

3/4"

4"

Water Level

2"

F.D.

6'-0"

9"

6"

1"

3/4"

2"

4"

1'-0"

4"

3/4"

3/4"

"Chino de Rio" 2"Ø

6'-0"

6'-0"

6'-0"

F.D.

2'-4"

3/4" Negro Absoluto Granite Base

# A ###

# A ###

3'-4"

1/2"

3'-4 1/2"

3'-7

6"

6" 6"

9"

1'-0"

1'-6"

9"

1'-0"

9"

4 1/2"

3"

2'-0"

Theatre Handrail Plan & Front Elevation scale 1/4" =

1'-0"

6"

1'-0"

1'-0"

2'-0"

3"

1

6"

Theater Handrails Plan & Details

Metal Stud Hanging to Ceiling

39


Rehabilitation of Luis Muñoz Marín Park

PEDRÍN ZORRILLA

ANFITEATRO TITO PUENTE

EXPRESO LAS AMERICAS

JOSEFINA CREEK ENTRANCE

AVENIDA JESUS T

40

original park

. PIÑERO


C CC -SJ PEDRÍN ZORRILLA

ANFITEATRO TITO PUENTE

A 10 A 10 2 1

CONNECTION WITH AVE DOMENECH

RÍO

PIEDR AS

EXPRESO LAS AMERICAS

JOSEFINA CREEK A 10 A 10 2 1

LMM - R . BETANCOURT MEMORIAL

SOUTH ENTRANCE BLDG (TERMINAL 1)

0

25

50

100 GRAPHIC SCALE

Dotacional ( Park, Concessions, Play Grounds, Bycicle Track, Pavilions)_ San Juan P.R._2014

ITH NW ECTIO NN CO

1. Tree Inventory Site Plan 2. Tree Inventory Site Blow UP 3. Entrance Site Plan 4. Entrance Building Demolition Plans 5. Entrance, Bridge & Entrance Building Photos Before Rehabilitation 6. Entrance Perspective & Photos After Rehabilitation 7. Entrance Building Proposed Plans 8. Entrance Canopies & Bridge Plans 9. Photos After Rehabilitation & Reopening 10. Entrance Building Bathrooms Plans 11. Doors & Windows Schedule 12. Details a. Entrance Building Roll-up Grill Detail b. Entrance Building Window Detail c. Entrance Building Roof Skylight d. Entrance Building Second Floor Skylight e. Entrance Building Handrail Detail f. Entrance Building Roof Details

(METERS )

ENTRANCE

AVENIDA JESUS T

new park

. PIÑERO

41


LEGEND

1381

L 03

# Match Line

Existing Palm and Reference Number

L 01

#

Existing Palm and Reference Number to be Removed 4.00

#

Existing Tree and Reference Number #

Existing Tree and Reference Number to be Removed L 07

L 07

L 08

L 08

L 05

L 05

L 06

L 06

1392

1391

1393

#

Match Line

Match Line

Existing Bamboo and Reference Number #

1388

1394 4.60

Existing Bamboo and Reference Number to be Removed

1390 1389

RÍO PIED RAS EXPRESO

1396

CCC -SJ

5.00

LAS AMERICAS

NORTH

7 5.40

1398 4.20

CREEK

JOSEFINA

6

3

1397

HIGHWAY LAS AMERICAS

JOSEFINA

5

4

CREEK

SOUTH

2 5.60

1

L 01

L 05

L 06

L 06

L 03

L 03

L 04

L 04

Key Plan

Match Line

Match Line

1235

4.60

JESUS T PIÑERO AVE .

1236 1262

1261

1399

1400

5.40

1299

1260 5.20

4.80

1787 1170

1792

1381

1298

1790

4.80

LEGEND

4.60 4.80

4.60

1171

1172

1383

L 03

#

1294

L 03

L 04

L 01

L 02

5.00

1297

Match Line

Existing Palm and Reference Number

5.20

4.80

1173 4.60

4.60

L 01

4. 6 0

#

1263

5.00

5.00

Existing Palm and Reference Number to be Removed

5.00

1384 4.80

4.00

#

4.80

1296

4.80

1295

4.80

Existing Tree and Reference Number 4.80

#

1784 1391

1386

5.00

1392 1393

1385

1403

1293

4.60

Existing Tree and Reference Number to be Removed #

Existing Bamboo and Reference Number

5.00

5.00

#

1794

1388

1394

1387 5.00 4.60

1795

1798

4.60

Existing Bamboo and Reference Number to be Removed

1390

5.00

1389

5.20

6.00

1796

1396

CCC -SJ

1802

1801

5.00

5.00

1803

1291

6.00

1292

5.40

5.40

NORTH

1797

1174

5.00

1800 1175

1805

L 02

5.40

1176

1283

1290

5.60

4.20

1398

1807

1808

5.60

4

6.00

5.60

1234

SOUTH

5.00

1809

1177

5.60

1813

1178 4.40

1289

Match Line 5.60

1185

1183 6.00

1179

2 5.60

1235

1284 1286

1182

1815 ? NO ID

1277 1501

1186

1184

6.20

1279

1285

1232

1817 ? NO ID

1816 ? NO ID

1814 1810

1187 1188

5.40

4.60

1233

1181

1180

5.60

JESUS T PIÑERO AVE .

4. 4 0

1

1812

5.00 5.00

Match Line

5.20

1189

6.00

1231

1811

6.60

1281 5.00

6.80

Key Plan

6.00

1230

1505

1504

5.20

4.40

5.00

1236

1503

5.40

1229

1288

1191

NO ID

1819 8.00

6.00

1237

6.00

1262

7.00

L 04

L 02

1799

5.00

L 04

L 01

1804

5.40

5.20

6

CREEK

L 03

L 01

1397

HIGHWAY LAS AMERICAS

JOSEFINA

5

3

L 03

1806

5.00

7

5.00

9.00

9.60

1261

5.60

4. 6 0

1818

1287

5.00

6.00

NO ID

1282

1238

1278

1502

1280

1193

1197

1190

1194

1673

1508 1219

1400

NO ID

1221

1192

5.00

1196

6.60

1239

6.00

1218

1220

5.40

1299

6.40

1399

1260

1240

1195

1226

5.20 5.00

1217

1227

5.20

5.20

4.80

1216

1241 1259 5.60

1298 1294

1225

5.20

1223

1224

5.20

5.40

1203

5.80

1258

5.00

1297

1506

6.00

1222

REMOVIDO

1507

5.20

1228

5.00

4.60

1257 5.00

1263

1406

5.00

5.00

4.80

1405

5.80

1296

1256

1295

1202

6.00

1204

5.20

1213 1215

1255

1201 1254 1248

1247

1404

3070

5.00

4.60

1212 1249

5.00

1245

1211

1206

1209 REMOVIDO

5.40

1264

1210

1207

REMOVIDO 1853

1265 1291

1856 1208

6.00

1250

1266

6.20

1292

1671

1205

1214 6.40

1293

1242

1246

5.00

1251 5.00

5.20

6.20

1267

5.00

1290

1851

1244

1253 1270

1283

1277 1501

1279

1285

1844 1838

6.20

1858

1862

1845

1843

1268

1272

1857

1243

1837

6.00

1275

1855

1846

1841 1836

5.00

1284 1286

1854

1842

1252

1269 1289

1852

6.40

1864

1865

1867

1861

1840 6.20

1281 5.00

1835

4. 6 0

1287 1278 1280

1828

1273 1502

1866 1863

1868

6.00

5.80

1848

1830

5.60

1829

1274

1508

1847

3069

5.40

JESUS T . PIÑERO AVE .

1833

1834

5.20

1831 1506

1821

5.00

5.20

tree inventory site plan

1860

1849

1832 1825 1826

5.00

42

1859 1850

1824

1271 1282

1839

1505

1504 1503 1288

1406

1507

1822

1827

1276

6.00

6.00

tree inventory site blow-up

1869

1870

1871

12


1787 1170

1792 4.80

1790 4.60

4.80

4.60

1171

1172

1383

4.80

L 03

L 04

L 01

L 02

17

1173 4.60

4. 6 0

4b 5.00

1384 4.80

4.80

4.80

1a

4.80

GREEN AREA 1784

1

1

1403

CONCRETE BRIDGE TO BE REPAIRED

ALUMINUM JOINTS

27'-0"

27'-0"

16'-0"

4.60

1385

PLAZA

5.00

1386

1 4 '- 0 "

5.00

5.00

1794 1387 1795

1798

6"

5.20

1802

1801

GREEN AREA

GREEN AREA

6.00

5.00

1 8 '- 0 "

1796

G1

G1

5.00

6.00

E .Q.

1803 5.40

1797 5.00

5'-0"

11'-0" 1800

11'-0"

5'-0"

11'-0"

11'-0"

1175

EXISTING CONCRETE TOPPING TO BE REMOVED , (APPROX . 1") TO BE REPLACED BY NEW 1 1/2" CONCRETE TOPPING WITH FIBER ADDITIVE OVER MESH . 1/16" ALUMINUM JOINTS AS SHOWN . EXISTING CONCRETE SLAB SHALL BE REPAIRED WITH CONCRETE PATCHER ON TOP & BOTTOM SURFACE AS NEEDED . ON UNDERSIDE OF SLAB , PATCH , REPAIR AND REPLASTER AS REQUIRED .

5'-0"

11'-0"

11'-0" 1805

86'-0"

5.20

5.40

5.00

1806 1804

1799

1176 1807 5.60

1808

5.60

K1

CL

17

GREEN AREA

E .Q.

5'-0"

5.40

1174

EXISTING POND TO REMAIN

G1

6.00

5.60

1234

1809

1177

5.60

5.00

1813

1178 4.40

1181

1180

5.60

1182

1815 ? NO ID

1812 1814

1186

1184

6.20

1810

3

CONCRETE BRIDGE TO BE REPAIRED

1187

5.40

1188 5.20

1189

6.00

1231

1817 ? NO ID

1816 ? NO ID

6.00

4. 4 0

1179

1232

5.00

1185

1183

EXISTING PARKING LOT

5.60

1233

1811

6.60

6.80

6.00

1230

5.20 4.40 5.00

5.40

6.00

1237

1229 1819

7.00

NO ID

8.00

6.00

1191

5.00

GREEN AREA

EXISTING POND TO REMAIN 9.60

9.00

5.60

1818 5.00

6.00

1197

1

1194

1219

NO ID

1192

E.Q

1673

.

5.00

1 A221

1216

1259 5.60

1225

1223

1224

GREEN AREA

6.00

5.40

REMOVIDO

ENTRANCE

1203

5.80

G1

1258

1222

NEW ENTRANCE GATE G 1

5.20

1257

1228

5.00

1405

5.80

1204

5.20

1213

3

1 A170

1202

6.00

1247

6.40

1404

1211

1210

1856

6.20

1 A170

1251 6.20

EXISITNG SIDEWALK TO REMAIN

5.20

5.00

1267

1244

1253

6.40

1842

1252 1841 1836

1243

1837 1844

6.00

GREEN AREA

1 A213

G1

CANOPY C -2

1838

6.20

1835

1824

1828

1273

POOL

NEW CONCRETE PARAPET SAME AS EXISTING

NEW FENCE 1858

NEW CONCRETE STRUCTURE FOR POOL PUMP . REFER TO DWG

2 A150

1862

1864

1865

1867

6.20

1859 1860

1869

1870

1871

GREEN AREA

1861

NEW METAL GATE G 2

1866 1863

1868

6.00

5.80

CANOPY A-1 NEW CONCRETE BENCH (SAME AS EXISITNG )

1 A210

ALUMINUM JOINTS

NEW METAL ROOF OVER EXISITNG GUARD HOUSE

GREEN AREA G1 EXISTING REFLECTING POOL & CONCRETE BENCHES TO BE REPAIR 1

3

5.60

1847 1834

NEW CONCRETE

3069

5.40

1833

1831 1827

1857

1848

1830

5.20

1822

1855

1829

1274

1821

1854

1849

1832 1825 1826

1852

NEW SIDEWALK

1845

1840

1839 1850

1271

1851

1846

1843

1268

1272

EXISTING REFLECTING

1208 1242

1246

5.00

1 A211

1207

REMOVIDO 1853

6.00

1250

1270

3070

1206

1209 REMOVIDO

5.40

1245

1265

GREEN AREA

NEW FENCE

CANOPY A-2

1212 1249

5.00

1275

4b

1 A170

1205

1214 1248

1266

NEW FENCE

1671

1201 1254

BUILDING

G1

1215

1255

1269

.

1217

1227 1241

1264

E.Q

6 A211

G1

1195

1226

5.20

5.20

1256

CANOPY B

GREEN AREA

1196

6.60

6.00

1218

1220 1240

1193

1190

1221

1

1239

6.40

NO ID 1238

NEW CONCRETE

SIDEWALK

1 A600

NEW BRIDGE ROOF

1 A212

276

SIDEWALK

17

CANOPY C -1

NEW CONCRETE WALL (SAME HIGH AS EXISTING )

6.00

6.00

EXISTING GUARD HOUSE TO REMAIN

EXISTING SIDEWALK TO REMAIN

GREEN AREA G1

entrance site plan

43 1


6 A203

3 A203

21

6 A203

FLOORS

10

1

3 A203 OPEN TO BELOW 21

12

21

10

10

15

10

10

09 14

21

10

21

32 31

23

21

18 07

21

10

18 14 5 A203

15 09

22 07

11

22

15

5 A203

18

5 A203

07

34 3'-8"

32

1718

21 21

30

32

29

21

26 31

11

29

34

18

21

22

10 10

5'-0"

18 02

10

32

07

17

07

18

4 A203

07

34

GREEN AREA

20

Existing ceramic tile floor be removed 6" concrete blocktowall to be demolished

10

30 MISCELLANEOUS Existing concrete ELEMENTS parapet to be demolished

21

28 Existing removed Existing soil vaultto to 31 bebe removed

32

floor sink Existing janitor 6" concrete wallto to be bedemolished demolished

21

29 CIRCULATION Existing concrete countertops to be removed

31

8

WALLS Existing g .w.b. wall to be demolished

ANDconcrete EXTERIOR 32 SITE Existing stucture to be demilished

5 9

4" concrete block wall Existing playwood partition walltotobe bedemolished demolished

30 Existing elevator concretemechanical parapet demolished 33 11 to be 21 dumbwaiter to be removed

6

Existing 6" concrete block wall to be demolished ROOF

22

31 Existing soil 34 to bemechanical removed lift to be removed elevator

5

A203 6" concrete wall roof to bestructure demolished 7 Existing metal 10 frame and to be removed completely

18

5 A203

CIRCULATION

34 3'-8"

32 21Existing concrete stucture to be demilished

TO to be demolished partition 9 Existing playwood 12 glass skylights toOPEN bewall removed

21 33 Existing elevator mechanical dumbwaiter to be removed

ROOF standing seam metal ceiling to be removed 13 Existing

34 Existing elevator mechanical lift to be removed

OPEN TO BELOW

21

11

12 skylightsto tobe beremoved removed 15 Existing glass window 2 A203

13 16 Existing standing seam metal ceiling to be removed wood door to be removed

23

4 A203

31

21

15

03

33

09 15

07

32

21

18 Existing Existing metal door to be removed (including frame &see hardware 21 railing to be removed and relocate detail ) _______

16

27

18

07

10

10

19 Existing Existing metal metal grill vault, door be/ or removed 22 gate to and security bars to be removed

20 BATHROOM Existing 4" xEQUIPMENT 4" metal column&toACCESORIES be removed 07

17 18

21 Existing metal 24 railing tocounter be removed washing basin top toand be relocate removedsee detail

_______

22 25 Existing metal grill , gatetoand or security bars to be removed toilet partitions be/removed

32

23 26 Existing toilet metal, rolling grill lavatory to be removed urinal and to be removed

1 A203

BATHROOM EQUIPMENT 17

15

to be removed Existing tile 4" concrete block wall to be demolished

3 6

23 METAL ExistingFABRICATIONS metal rolling grill to be removed

1 A203

07

2 5

17 Existing glass 20 block window to to bebe removed 4" x 4" metal column removed

10

32

28

15

OPEN TO

16 METAL ExistingFABRICATIONS wood door to be removed

10

23

VAULT 07

27 SITE 21 Existing tile on wall to be removed ANDceramic EXTERIOR

10

DOORS glass & WINDOWS 17 Existing block window to be removed

19

14

Existing floor to be demolished WALLS

15 to be removed 19 Existing glass metalwindow vault door to be removed

15

6 A203 6 A203

1

MISCELLANEOUS ELEMENTS

14 21 window to be removed 18 Existing metal door to be removed (including frame & hardware )

10

07 21

01

07

25

27

15 31

27

BELOW 29 Existing concrete countertops to be removed

11 lath and to plaster ceiling to be demolished 14 Existing metal window be removed

4 A203

10

09

21 16

11

14

26

FLOORS Existing janitor floor sink to be demolished

10 DOORS Existing metal frame and roof structure to be removed completely & WINDOWS

21

09

10

17 18 32

07

15

03

12 33

15

20

10 21

21

03

28 Existing vault to be removed

4

BELOW

04

5'-4"

15

F.F. E . =6.82 33

LEGEND : Existing ceramic tile floor to be removed

.w.b.lath walland to be demolished 8 Existing g 11 metal plaster ceiling to be demolished

3'-6"

24

06

21

10

21

26

06 06

18

31

12 23

15

5 A203

05 03

PLANTER

OPEN TO BELOW

17 11

20

2 A203

5 A203

25

18

31

07 2 A203

24

17

21

PLANTER

OPEN TO BELOW

4 A203

26

26

01

22 31

3'-8"

18

21

14 17

21

34

OPEN TO BELOW 31

21

11

Existing tile to be removed

3

4 7

27

27 Existing ceramic tile on wall to be removed

Existing floor to be demolished

2

5'-0"

6 A203

10

3 A203

21

LEGEND : 12

6 A203

& ACCESORIES

1 A203

24 Existing washing basin counter top to be removed

07

12

10

25 Existing toilet partitions to be removed 6 A203

LEGEND :

12 12

3 A203

26 Existing toilet , urinal and lavatory to be removed

10

6 A203

10

FLOORS 1 2 3 4

Existing tile to be removed 21

Existing ceramic tile floor to be removed

12 MISCELLANEOUS ELEMENTS

10

10 28 21

21

Existing janitor floor sink to be demolished

6

10

21

21

21

09 09

17 15

21

5 Existing 6" concrete wall to be demolished A203

8

Existing g .w.b. wall to be demolished

32 Existing concrete stucture to be demilished

9

Existing playwood partition wall to be demolished

33 Existing elevator mechanical dumbwaiter to be removed

ROOF

34 Existing elevator mechanical lift to be removed

32

CIRCULATION

05

5 A203

34

21 22

21

13

10

21

7

21

17

15

21

21

21

10

15

13

34

23 31 Existing soil to be removed

Existing 6" concrete block wall to be demolished

21

32

SITE AND EXTERIOR

21

12

21

21

30 Existing concrete parapet to be demolished

Existing 4" concrete block wall to be demolished

3 A203

12 10

09

15

10

23 to be removed Existing vault

29 Existing concrete countertops to be removed

WALLS 5

21

27 Existing ceramic tile on wall to be removed

Existing floor to be demolished

06 21

17

21

17

09

5 A203

5 A203 22

21

05

06

10 Existing metal frame and roof structure to be removed completely 11 Existing metal lath and plaster ceiling to be demolished 12 Existing glass skylights to be removed

12

2

A203 standing seam metal ceiling to be removed 13 Existing

4 A203

10

2 A203

DOORS & WINDOWS

10

4 A203

12

14 Existing metal window to be removed 15 Existing glass window to be removed 16 Existing wood door to be removed

12 10

10

10

21

15

17 Existing glass block window to be removed

11

10

21

18 Existing door to be removed (including frame & hardware )

21

23 20 Existing 4" x 4" metal column to18be removed

21

15

21 Existing metal railing to be removed and relocate see detail

16

10

10

METAL FABRICATIONS

12

21

19 Existing metal vault door to be removed

11 11 21

_______

21

21

11

21

21

23

22 Existing metal grill , gate and / or security bars to be removed

16

22

23 Existing metal rolling grill to be removed

44

BATHROOM EQUIPMENT

18

& ACCESORIES23

24 Existing washing basin counter top to be removed

11 6 A203

25 Existing toilet partitions to be removed

entrance building demolition plans 26 Existing toilet , urinal and lavatory to be removed

GSEducationalVersion

21

1 A203

21

11 22

23 6 A203

1 A203


LEGEND : 12

FLOORS

10

1

09

21

10

15

Existing tile to be removed

3

Existing ceramic tile floor to be removed

28 Existing vault to be removed

4

Existing janitor floor sink to be demolished

29 Existing concrete countertops to be removed

21

14

07

32

17

17

MISCELLANEOUS ELEMENTS

SITE AND EXTERIOR

WALLS 5

Existing 4" concrete block wall to be demolished

30 Existing concrete parapet to be demolished

6

Existing 6" concrete block wall to be demolished

31 Existing soil to be removed

7 22

18

27 Existing ceramic tile on wall to be removed

Existing floor to be demolished

2

Existing 6" concrete wall to be demolished

CIRCULATION

8

Existing g .w.b. wall to be demolished

32 Existing concrete stucture to be demilished

9

Existing playwood partition wall to be demolished

33 Existing elevator mechanical dumbwaiter to be removed

ROOF

34 Existing elevator mechanical lift to be removed

10 Existing metal frame and roof structure to be removed completely 11 Existing metal lath and plaster ceiling to be demolished 12 Existing glass skylights to be removed 13 Existing standing seam metal ceiling to be removed DOORS & WINDOWS 12

14 Existing metal window to be removed

10

15 Existing glass window to be removed 16 Existing wood door to be removed 17 Existing glass block window to be removed 18 Existing door to be removed (including frame & hardware )

10

34

10 21

19 Existing metal vault door to be removed

21 15

METAL FABRICATIONS 20 Existing 4" x 4" metal column to be removed

14

21 Existing metal railing to be removed and relocate see detail 32

_______

22 Existing metal grill , gate and / or security bars to be removed 23 Existing metal rolling grill to be removed BATHROOM EQUIPMENT

17 07

15

& ACCESORIES

24 Existing washing basin counter top to be removed

07

25 Existing toilet partitions to be removed 26 Existing toilet , urinal and lavatory to be removed

12

10

12 10

21

09

15

21

15

21 10

21

23 21

21

21

21

13

10 32

21

34

17

05

21

17

09

22

21

06

12 10 10

10

15

12

10 21 11 21

21

21

18

23

11 21 23

21

16

11 22

45


entrance building view

46


4 A230

6 A230 13

6 A230

1 A231

4 A230

OPEN TO BELOW TROLLEY ROAD

1 A231

PLANTING AREA BOARDING PLATFORM 6"

4" X 4" NEW GALV . STEEL COLUMN

M

29

1 A250

BATHROOM A

4'-8"

6"

M 17

15'-9"

ROLL -UP

G -1

M

ROLL -UP M

EQ.

NEW CHAIN HYDRAULIC LIFT MODEL : V.1504 . STD BY DEYA ELEVATORS OR EQUAL APPROVED

2 A231

2 A231

OPEN TERRACE

3 A231

13

E.Q.

NEW WALL AT 3'-0" HEIGHT AND RAILING AT 3'-6" HEIGHT .

13

1 A231

3'-2"

4" X 4" NEW GALV . STEEL COLUMN

EQ.

PLANTING AREA

NEW CHAIN HYDRAULIC LIFT MODEL : V.1504 . STD BY DEYA ELEVATORS OR EQUAL APPROVED

5 A230

4'-8"

PLANTING AREA

15'-9"

1 A190

MEN 5 A230

12

RAMP

I

3'-2"

5 A230

5 A230

13 4" X 4" NEW GALV . STEEL COLUMN

PLANTING AREA

11 A90

A

STAIRS

OPEN TO BELOW

OPEN TO BELOW

3'-4"

JAN

PLANTING AREA

1'-8" 1 A231

3'-4"

12

ELECTRIC ROOM

12

A

STAIRS E.Q.

3'-7" PLANTING AREA

PLANTING AREA

1'-8"

13

1 A231

13

6" 9'-0"

10'-6"

14

13 6"

6'-6"

6"

F.D.

6"

LOBBY

F.D.

OPEN TERRACE

12

13 F.D. 6" 2'-0"

4'-0"

3'-4"

6"

D

6" 2'-0"

K1

30

PLANTING AREA

ROLL -UP

13 4 A250

1'-0" 2'-0"

1 A231

3 A230

WOMEN

2'-7"

3 A230 OPEN TO BELOW 2 A231

11 2 A230

1 A231

13 2 A230

A

INFORMATION & TICKET ROOM

I

CONCESSION AREA

G -1

5'-0"

1 A231

18

15

15

16

16

7'-0"

JANITOR

PLANTING AREA

11

K

G -1

ROLL -UP

3'-4"

A

3'-6"

1 A231 D

2'-9"

2'-5"

11

5'-0"

PLANTING AREA

11

B

BATHROOM B

2 A231

F.D.

3'-4"

NEW VENTILATED SKYLIGHT ON NEW CONCRETE CEILING

6"

3'-4"

3'-4"

D3

6"

A

3'-10"

20 2'-6"

4 A231

A

CONCESSION AREA SERVICE SERVICE

1'-0"

INFIRMARY

ROAD 13

YARD

1

19

FAMILY BATHROOM

11

12

3 A231

1'-6"

NEW METAL ROOF

BATHROOM "C " & KITCHENETTE

5'-6"

4'-0"

11

2 A223

28

NEW METAL ROOF F.D.

6 A230

6 A240

2

8 A231

A 6 A231

6 A231

6 A240 + 3'-11"

15

6 A231

12'-10 11/16" + 0'-1"

+ 0'-1"

Relocate Exisitng Handrail

+ 0'-0"

12'-10 11/16"

F.F.E

+ 0'-1"

1 A231

Exisitng Handrail

15

+ 0'-1"

C L

5'-9"

+ 0'-1"

STRUCTURAL SLOPE

+ 0'-0"

9"

7'-0" 1'-0" 1'-9"

+ 0'-1"

1513

15

+ 0'-5"

+ 0'-5" A

New 6" Concrete Block Parapet A "aline with existing one"

A

+ 0'-5" A

2 A223

NEW METAL ROOF

SKYLIGHT

6 A240

+ 0'-5"

1 A223

Relocate Exisitng Handrail

6 A240

1 A231

28

A

I

NEW SKYLIGHT

+ 0'-1"F.F.E

6 A 231

30

I

New 6" Concrete Block Parapet New 6" Concrete Block Parapet "aline with existing one" "aline with existing one" Relocate 1 Relocate 1 5'-9" Exisitng Handrail A231 Exisitng Handrail A231 + 0'-1"

5'-9"

+ 0'-1"

15

3 A230

NEW METAL LATH & PLASTER FASCIA

M

Relocate Exisitng Handrail

I

STRUCTURAL SLOPE

I

I

I

30

K 1 Relocate A231

28

Exisitng Handrail

1 A231

28

30

SKYLIGHT

15

6 A240 ROOF DRAIN C

New 6" Concrete Block Parapet "aline with existing one "

1

A223 METAL ROOF NEW METAL ROOF NEW

SKYLIGHT

F.F.E

11'-6"

entrance building proposed plans

EXISTING ROOF CONCRETE

+ 0'-5" C L

Relocate 1 Exisitng Handrail A231

C L

F.F.E

+ 0'-1"

6 A240

STRUCTURAL SLOPE

7'-0" 1'-0"

9"

1'-9"

9'-6"

F.F.E

9'-6"

13

F.F.E

1 Exisitng Concrete Column Exisitng Concrete Column A231

A + 0'-5"

8'-9"

16 A

F.F.E

1'-6"

Relocate 1 A231 Exisitng Handrail

12'-6"

F.F.E

1 A223

SKYLIGHT 5 A230

6 NEW SKYLIGHT A 231 F.F.E

9'-6"

16

4'-2 7/8"

9"

15+ 0'-5" K1

+ 0'-5"

2 A230

NEW METAL ROOF + 0'-1"

8'-9"

7'-0" 1'-6"

1'-0"

Exisitng Concrete Column New 6" Concrete Block Parapet New 6" Concrete Block Parapet "aline with existing one " with existing one " "aline A

K1

Relocate Exisitng Handrail

1 A230

C L

16

13 C L

STRUCTURAL SLOPE

C

B

EXISTING ROOF CONCRETE

8'-9"

Exisitng Handrail

11'-6"

1'-6"

F.F.E

1 A231

3'-6"

3'-6"

F.F.E

1 Relocate A231

15

K

+ 0'-0"

+ 0'-0"

F.F.E

1 A231

New 6" Concrete Block Parapet New 6" Concrete Block Parapet "aline with existing one " with existing one " "aline Relocate Exisitng Handrail

K

+ 0'-1"

+ 0'-1"

K1 6 A240

15

20

+ 3'-11"

6 A230

1'-9"

5 A230

Relocate Exisitng Handrail

20

15

A

STRUCTURAL SLOPE

12'-10 11/16"

6 A240

16 Relocate 1 Relocate 1 Exisitng Handrail A231 Exisitng Handrail A231

+ 0'-1"

2 A223

SKYLIGHT

16

D

ROOF DRAIN

+ 0'-5"

STRUCTURAL SLOPE

1 A231

3'-6"

Relocate Exisitng Handrail

F.F.E

Relocate A231 Exisitng Handrail

C

SKYLIGHT

1

Relocate A231 Exisitng AHandrail

C L

A

+ 3'-11"

A223 NEW METAL ROOF

15

+ 0'-1" C L

+ 0'-1"

A

+ 0'-5"

C

New 6" Concrete Block Parapet "aline with existing one "

2

NEW METAL ROOF

A 16

D

+ 0'-1"

2'-6"

+ 0'-0"

B

New 6" Concrete Block Parapet "aline with existing one "

F.F.E

C

STRUCTURAL SLOPE

SKYLIGHT 6 A240

K

1

16

1 A231

A ROOF DRAIN C

+ 0'-1"

5 A231

8 A231

A

+ 0'-1"

2 A223

+ 0'-1"

5 A231

Exisitng Handrail

C L 5'-9"

+ 0'-1"

+ 0'-1"

12'-10 11/16"

K

NEW METAL ROOF

1 Relocate A231

3 A230

STRUCTURAL SLOPE

K

Relocate Exisitng Handrail C L

+ 0'-5"

6 A 231

11'-6"

18

F.F.E

A

NEW SKYLIGHT

New 6" Concrete Block Parapet New 6" Concrete Block Parapet "aline with existing one" "aline with existing one"

15

+ 0'-5"

3'-6"

A

+ 0'-1"

15

+ 0'-5"

16

28

20

A

5 A230

A + 0'-5"

+ 0'-5"

3'-6"

15

STRUCTURAL SLOPE

A

A

EXISTING ROOF CONCRETE A

A + 0'-5" 4'-2 7/8"

3'-6"

3'-6"

15

+ 0'-5"

2 A230

8 A231

New 6" Concrete Block Parapet "aline with existing one"

Relocate 1 Exisitng Handrail A231

28

15

1 Relocate A A231

12'-6"

18

1 A223

D

+ 0'-1"

Relocate Exisitng Handrail NEW SKYLIGHT

A + 0'-5"

6 A240

+ 3'-11"

3'-6"

6 A 231

Exisitng Concrete Column Exisitng Concrete Column C L

6 A240

Relocate Exisitng Handrail

A

STRUCTURAL SLOPE

11'-6"

16

5 A230

28

SKYLIGHT

+ 0'-5"

STRUCTURAL SLOPE

3'-6"

+ 0'-1"

16

28

SKYLIGHT

B + 0'-5"

C

STRUCTURAL SLOPE

K

16

A231

1 A231

36'-0"

ROOF DRAIN + 0'-0"

+ 0'-1"

1 A231 Relocate A231 Relocate Exisitng Handrail Exisitng Handrail 616

6 A231

16

1 A231

C L

C

15

4 A230

+ 0'-1"

STRUCTURAL SLOPE

New 6" Concrete Block Parapet New 6" Concrete Block Parapet "aline with existing one " "aline with existing one "

5 A231

8 A231

C

18

C L

+ 0'-1"

New Metal Lath & Plaster New Metal Lath & Plaster Fascia Around New Grill Doors B Fascia Around New Grill Doors 8 A231

A

Exisitng Concrete Column

C L

1 A231

STRUCTURAL SLOPE

3'-6"

A240

5 A231

F.F.E

1

A223 METAL ROOF NEW METAL ROOF NEW + 3'-11"

B

Relocate 6 Exisitng A230 Handrail

+ 0'-5"

+ 0'-5"

3'-6"

28 6

5 A231

F.F.E

1 A230

4 A230

B

16

SKYLIGHT

6 A231

3'-6"

16

6 New 6" Concrete Block Parapet New 6" Concrete Block Parapet A231 "aline with existing one " with existing one " "aline

1

6 A240

9 A250

36'-0"

8 A231

6 A231

C L

6 A230

+ 3'-11"

5 A231

1 A223

6'-6"

28

2 A223

A223 NEW METAL ROOF

8 A231

SKYLIGHT

8 A231

F.F.E

SKYLIGHT

New 6" Concrete Block Parapet "aline with existing one "

5 A231

1

A231 Relocate Exisitng Handrail

5 A231

6 A230

New Metal Lath & Plaster Fascia Around New Grill Doors NEW METAL ROOF

New 6" Concrete Block Parapet "aline with existing one "

6"

SKYLIGHT

1 A230

2

15

NEW METAL LATH NEW METAL LATH & PLASTER FASCIA & PLASTER FASCIA

C L C

STRUCTURAL

M

M

K

K

47


1

2 2'-0"

1

11'-0" ROOF DRAIN 1'-0"

1'-0"

10'-0"

2

18'-0"

ROOF DRAIN 8" ø GALV . STEEL TOUND TUBE

5

6'-0"

IN GROUND LIGHTING

4

5

4 A210

ROOF DRAIN B

6 A210

ROOF DRAIN 2'-0" 2'-6"

B RAIN LEADER

18'-0" 8'-0"

18'-0"

4'-0"

12'-0"

10'-0" 3

8

14'-0"

4'-0"

3'-0"

14'-0"

GUTTER GALV . STEEL 8" ø STRUCTURAL COLUMN

2

3

2'-0"

4

20'-0"

8'-0"

GALV . STEEL 8" ø COLUMN

2'-0"

17'-0"

12'-0" RAIN LEADER

2'-6"

10'-0"

1

2'-0"

B

6"

A

5

10'-0"

STRUCTURAL COLUMN

14'-0"

2'-0"

9'-0" 2'-0" 6'-0"

A

12'-0"

4 A210

4

GALV . STEEL 8" ø

2

8'-0" SAME MEASURE AS STRUCTURAL ONCE

12'-0"

9'-6"

17'-0"

6"

2'-6"

1

A

8 E.F.F.E

14'-0"

A

B

2'-6"

6"

4 B A210

IN GROUND LIGHTING

9'-0"

2'-6"

10"

CANOPY GUTTER DRAIN MODEL BY SMITH OR APPROVED EQUAL

GALV . STEEL 8" ø STRUCTURAL COLUMN

4'-6"

ROOF DRAIN 18'-0"

RAIN LEADER

22'-0"

6

4'-0"

14'-0"

GUTTER

5'-6"

#1620

5"

6"

14'-0"

4'-6"

5

4 8'-0"

5'-6"

3 14'-0"

1'-0"

2 8'-0"

2'-6"

1 14'-0"

7'-0"

9'-0"

1'-0"

A

1'-6"

3

CONCRETE CANOPY

6 GALV . STEEL 8" ø

4

STRUCTURAL COLUMN

4'-0"

18'-0"

18'-0"

1/2"

2'-6"

IN GROUND LIGHTING

3/4"

A

3"

ROOF DRAIN

E.F.F.E

SAME MEASURE AS STRUCTURAL ONCE

E.F.F.E 8" ø GALV . STEEL TOUND TUBE 14'-0"

9'-0"

4

1/2"

4'-0"

GALV . STEEL 8" ø COLUMN

3

8'-0"

8'-0"

14'-0"

2

9'-6"

3" ø PVC SCH 40 1

9'-6"

GUTTER GALV . STEEL 8" ø STRUCTURAL COLUMN

5

4 ROOF DRAIN

2'-6"

B

18'-0"

18'-0"

4'-0"

3

4'-0"

14'-0"

12" x 12" X 1/4" GALVANIZED STEEL RECTANGULAR TUBE , PAINTED

3" x 3" 3/16" GALVANIZED STEEL SQUARE TUBE PAINTED

4

9" x 9" x 1"AGALVANIZED STEEL ANGLE 2'-6" TO BE CONCRETE STRUCTURE 9'-0" ANCHOR 6"

GUTTER

6 8'-0"

GALV . STEEL 8" ø STRUCTURAL COLUMN GALV . STEEL 8" ø COLUMN

GALV . STEEL 8" ø STRUCTURAL COLUMN

EXISTING CONCRETE STRUCTURE TO BE REPAIRED & PAINTED

1/2"

IN GROUND LIGHTING

1/2"

GUTTER

2'-6"

6

NEW METAL STRUCTURE SEE SECTION

9'-6"

GSEducationalVersion

B

4'-6"

4'-6" 5'-6" 1'-6"

1'-6"

4" W BY 6" TO 18" H x 1/4" GALVANIZED STEEL RECTANGULAR TUBE PAINTED

,

6"

14'-0"

4 A210

5'-6"

8'-0"

ROOF DRAIN

9'-6"

3 14'-0"

8'-0"

2 8'-0"

1'-6"

1 14'-0"

5'

6"

1'

5 A601

3/4" 3"

E.F.F.E

E.F.F.E

30'-9"

A R Í N 8" ø DOUBLE EXTRA STRONG GALVANIZED STEEL TUBE , PAINTED

3 A601

1 A601

EXISITNG METAL PEDESTRIAN BRIDGE TO BE REPAIR AND PAINTED 7'-0"

2'-0"

2'-2"

GSEducationalVersion

48

entrance canopies & bridge proposed plans 9'-10"

55'-8"


49


D

P -3

H P -3

A-1

6"

6'-0"

6'-0"

B

P -3

B

H 2'-10"

1'-6"

3'-4"

5'-8"

2'-0"

1'-10"

B

P -3

P -3

P -3

2"

F

3'-0" P -2

P -1

P -1

F.D.

P -1A

D

D

D

G

G C1

E F.D.

E

1'-6"

P -3

P -3

WOMEN

3'-4"

MEN

3 2

P -3

P -3

P -3

C1

P -3 C1

H

A

H

B

A

B

A

A-1

7'-0"

B

A

F

E

P -2 2'-4"

F.D.

2'-4"

F.D.

2'-4"

2'-4"

1'-6"

13'-0"

P -1A 1'-6"

11'-10"

P -1

P -1

E

P -1A

2'-0"

2'-4"

3'-3"

2'-4"

G F

P -2

3'-0"

1'-6"

C1

C1 8'-0"

G B

A-1

7'-0"

3'-1"

C1

6"

1'-0"

6"

3'-4"

6'-0"

2'-7" 4'-8"

P -2

5'-1"

4'-0"

A

F.F.E

P -1A C1

3'-11"

F.D.

JANITOR

3'-4"

B F.D.

F.D.

C -1

F

A

2'-10"

2"

F.D. 3'-5"

A

4'-8"

3'-5" 5'-3"

3'-4"

1'-10" 5'-1" 1'-6"

A

6"

A-1

D

D

D

D F.F.E

A-1

G

H

3'-0"

#

F.F.E

6

6"

6'-0" 1'-6"

3'-0"

3'-3"

2'-9"

P -3

D

P -1A

F.F.E

F.F.E

4"

8

4'-4" 1'-4"

7

E

F

D

3'-0"

H

5

E

I

B

2'-10"

KITCHENETTE P -1A

F.F.E

D G

H P -1A 1'-6"

D

P -3

3" H COLORED CONCRETE COUNTERTOP

3'-0"

2'-9"

3'-4"

2'-10"

2'-11"

P -3

1'-6"

A-1

P -1A

E

2'-0"

D

P -1A

F

3'-4"

I

B

F 6'-0"

6"

E

1'-6" 3'-3"

B

F

F

E 1'-3"

1'-6"

G

A-1 G

G 8'-8"

1'-3"

1'-3"

1'-6"

4"

3'-4"

1'-6"

I

H

F

B

A-1

P -1A P -3

2'-7" D

E B H

F.F.E

50

entrance building bathroom plans GSEducationalVersion

B

2'-9" F.F.E

F.F.E

2'-10"

I 3'-4"

2'-10"

2'-9"

P -3

I

6'-0"

I

A-1

10 11 13 12

6"

G

A-1

F.F.E


D3 A1

A2

A3

B

B1

C

C1

D

I D1

D2

E

F

G

G1

H

J

H1

7'-6"

8'-0"

7'-0"

8'-0"

8'-0"

1'-0"

3'-0"

8'-0"

8'-0"

7'-5"

7'-2"

7'-5"

8'-0"

7'-6"

8'-0"

7'-2"

8'-0"

7'-0"

7'-2"

7'-6"

8'-0"

5'-0"

A

2"

2"

2"

3'-4" A

A1

A2

2"

2"

2'-5"

Galv . Steel

2"

2"

2"

3'-4"

B1

2'-9"

A3

B

C

Galv . Steel

3'-4" 3'-10"

C1

Galv . Steel w / Fixed Louvers

2" D

D1

D2

D3

Galv . Steel & Glass

2"

2"

2'-4"

2'-4"

3'-3"

5'-0"

E

F

Wood & Glass

Galv . Steel & Glass

2"

2"

2"

2"

3'-4"

2"

2'-10"

2"

3'-4"

Galv . Steel & Glass

2"

2"

1'-11"

3'-4"

5'-3"

G

2'-1 1/4"

2'-1 1/4"

H1

4'-0"

G1

2'-1 1/4"

2'-1 1/4"

2'-1 1/4"

6"

2'-1 1/4"

N4

N

N1

8'-0"

N3

2'-5"

2'-5"

2" J

8'-0"

9'-6"

7'-0"

7'-2"

7'-6"

2'-0"

8'-0"

4" 7'-2"

3'-6" 4"

K2

4"

4"

15'-3"

5'-9"

15'-3"

K1

M

Galv . Steel Rolling Grille

N1

8'-8"

R

3"

5'-7"

3"

3'-6 1/2"

13'-0"

P

Galv . Steel w / Transom

N

10'-0"

N7

12'-6"

1'-6"

3'-6 1/2"

N2

N4

9'-6"

Q

Galv . Steel Roling Counter Door

N3

8'-0"

K

O

N5

6'-6"

31'-6"

Galv . Steel Rolling Grille

N6

8'-6"

2'-6"

Galv . Steel Roling Door

3'-1"

7'-1"

2'-6" 15'-0"

Galv . Steel

O

N6

L

4"

8'-6"

15'-6"

2'-6"

P

N2

4" 3'-0"

13'-0"

2'-5"

Galv . Steel w / Fixed Louvers

L

4"

2'-5"

3'-6"

K2

2"

2'-0"

N7 M

8'-0"

K1

2"

I

N5 K

2'-1 1/4"

8'-9"

18'-0"

Galv . Steel w / Fixed Louvers

Galv . Steel & Glass

2'-1 1/4"

8'-9"

H

5'-0"

2'-7 1/2"

12

13

3'-0"

F.D.

F.D.

F.D.

13

1'-9 3/8"

22

12'-2"

23

3'-11"

15

16

3'-0 7/16"

27

9 1/8" 25

3'-10 5/16"

2'-11 3/8"

3'-1 1/4"

3'-7"

3'-7 1/4"

3'-8 1/16"

4'-2"

26

2'-3 3/8" 10'-10"

26

24 27

8'-6"

8'-6"

8'-6"

8'-6"

3'-0"

8'-6"

12'-3 3/8"

48 33 40

31

37

38

39

40

2'-5" x 3'-8" 1'-9" x 3'-8"

3'-0"" x 3'-8" 5'-9"

6'-0" 6'-0"

1 1

2'-0" 2'-0"

Fixed Glass Fixed Glass

5'-9"

41 42 43 46

9'-3"

5'-0"

4'-0"

2'-5" x 3'-10"

3'-0" x 3'-8"

46 47

3'-6"

36 5'-0"

F.D. 33

45

35

2'-0"

32

44

9'-3"

2'-0"

34

47

42

2'-0"

2'-0"

1'-0"

1'-4"

1'-6"

2'-0"

1'-0"

F.D.

30

5'-2"

3'-6"

43

41

6'-0"

2'-0" 2'-10"

13'-0"

46

3'-6"

39

6'-0"

38

5'-6"

5'-6"

6'-2"

6'-6"

5'-6"

37

2'-0"

36

2'-0"

35

2'-0"

34

2'-0"

32

2'-10"

31

GSEducationalVersion

Distance

14

10'-6"

25

21

doors & windows schedules 2 Number

9'-0" 11

24

Doors Schedule

Opening

12

22'-5"

23

22

16

5'-6"

7'-0" 22'-3"

9

Notes : 1. All Aluminium Doors shall be shop baked enamel . Color to be selected by architect . 2. All Galvanized Steel Doors shal be factory bake -on enamel . Color to be selected by architect . 3. All hardware trademark shall be as recomended by manufacture . Except for the wood doors , the hardware schedule below is for fucntion a quality purposes

WINDOWS SCHEDULE

15

F.D.

10

10'-10"

2'-9"

7

F.D.

8

F.D.

F.D.

7'-0"

1'-0"

5'-6"

11'-4" 6'-6"

Solid Surface 9'-2" Solid Surface Solid Surface Solid Surface Solid Surface Solid 21 Surface With Fixed Louvers With Fixed Louvers With Laminated Glass Panel With Laminated Glass Panel With Laminated Glass Panel With Laminated Glass Panel 9'-2" With Laminated Glass Panel With Laminated Glass Panel With Laminated Glass Panel Solid Surface With Fixed Louvers With Fixed Louvers With Fixed Louvers Solid Surface Galv . Steel Open Courtain Grilles Galv . Steel Open Courtain Grilles Galv . Steel Open Courtain Grilles Solid Surface Galv . Steel Open Courtain Grilles 30 Galv . Steel Rolling Door Galv . Steel Rolling Door Galv . Steel Rolling Door Galv . Steel Rolling Door Galv . Steel Rolling Door Galv . Steel Rolling Door Galv . Steel Rolling Door Galv . Steel Rolling Door Galv . Steel Rolling Counter Door 29 Solid Surface Solid Surface Solid Surface

3'-0"

Remarks

6

F.D.

Material 5'-7"

14

5'-0"

4'-0"

11

4'-2"

3'-6"

10

4'-2"

4'-2"

9

4'-2"

8

1 3 /4" GALV . STEEL 6'-0" 5 1 3 /4" GALV . STEEL 1 3 /4" 5'-3"GALV . STEEL 4 1 3 /4" GALV . STEEL 1 3 /4" GALV . STEEL GALV . STEEL 20 1 3 /4" GALV . STEEL / ALUM . JALOUSIES 1 3 /4" 1 3 /4" GALV . STEEL / ALUM . JALOUSIES GALV . STEEL / LAM . GLASS 1 3 /4" GALV . STEEL / LAM . GLASS 1 3 /4" GALV . STEEL / LAM . GLASS 1 3 /4" 1 3 /4" GALV . STEEL / LAM . GLASS 1 3 /8" WOOD / LAM . GLASS 1 3 /4" GALV . STEEL / LAM . GLASS 1 3 /4" GALV . STEEL / LAM . GLASS 4'-0" 1 3 /4" GALV . STEEL 5'-6" 1 3 /4" GALV19. STEEL / ALUM 2'-6" . JALOUSIES 20 1 3 /4" GALV . STEEL / ALUM . JALOUSIES GALV . STEEL / ALUM . JALOUSIES 1 3 /4" GALV . STEEL 1 3 /4" GALV . STEEL GALV . STEEL GALV . STEEL GALV . STEEL GALV . STEEL 29 GALV . STEEL GALV . STEEL GALV . STEEL GALV . STEEL GALV . STEEL GALV . STEEL GALV . STEEL GALV . STEEL GALV . STEEL 10'-4 5/8" 3" 28 GALV . METAL MESH W / TRANSOM 1 3 /4" GALV . STEEL 1 3 /4" WOOD F.D.

6'-0"

Thickness

F.D.

8'-0" 3'-0" 7'-10" 7'-6" 2 7'-4" 3'-0" 7'-2" 1 7'-0" 33'-0" 7'-0" 6'-10" 3'-0" 8'-0" 2'-5" 7'-10" 7'-2" 2'-1" 7'-0" 19 8'-0" 3'-0" 7'-10" 7'-5" 3'-0" 7'-3" 8'-0" 3'-0" 7'-10" 7'-5" 3'-0" 7'-3" 7'-2" 3'-0" 7'-0" 8'-0" 3'-6" 7'-10" 7'-5" 3'-0" 7'-3" 8'-0" 2'-4" 7'-10" 8'-0" 3'-0" 7'-10" 1'-6" 17 8'-0" 3'-0" 7'-10" 8'-0" 7'-10" 183'-8" 8'-0" 3'-0" 7'-10" 8'-0" 2'-1 1 /4" 7'-10" 7'-6" 2'-5 5 /16" 7'-4" 8'-0" 8'-0" 14'-10" 12'-4" 8'-0" 8'-0" 8'-0" 7'-10" 8'-0" 2'-0" 3'-0" 2'-0" 8'-0" 15'-3" 7'-8" 8'-0" 7'-8" 8'-10" 7'-6" 7'-2" 7'-4" 7'-2" 7'-4" 6'-10" 7'-0" 5'-10" 6'-8" 7'-6" 8'-0" 7'-2" 7'-6" 5'-1" 7'-2" 9'-6" 11'-10" 9'-2" 8'-0" 9'-4" 7'-8" 3'-6" 6'-6" 3'-2" 15'-6" 10'-0" 12'-9" 7'-10" 7'-1" 2'-4" 6'-11" 8'-6" 2'-7 1 /2" 8'-2" 3'-0"

6'-6"

4'-0"

Height

5'-6"

3'-5"

DOORS SCHEDULE

7

Door Size Width 3'-0"

2'-6"

4'-2"

5'-2"

3'-8" F.D.

F.D. 7'-0"

5'-0" 3'-0"

3'-4" 3'-4" 3'-4" 3'-4" 2'-9" 2'-5" 3'-4" 3'-4" 3'-4" 3'-4" 3'-4" 3'-10" 3'-3" 5'-0" 3'-4" 3'-4" 4'-0" 3'-4" 8'-9" 15'-0" 15'-6" 13'-0" 8'-6" 3'-0" 31'-6" 9'-6" 8'-0" 8'-0" 6'-6" 8'-8" 5'-9" 12'-6" 10'-0" 7'-2" 13'-2" 2'-8" 5'-3"

Height

6

F.D.

5'-6"

3'-0"

3'-6"

A A1 A2 A3 B B 1 18 17 C C1 D D1 D2 D3 E F G G1 H H1 I J K K1 K2 L M 28 N N1 N2 N3 N4 N5 N6 N7 O P Q R

Opening Width

5

3'-0"

5'-8"

Mkd

R

Wood 4

4'-5"

3

2'-7 1/2" 5'-3"

Q Galv . Steel & Glass 2

F.D.

2'-10"

1

9'-10"

44

45

47 48

51


1

GalvanizedGalvanized Steel Structure Steel Structure

1"

ROOF

Existing Metal LathMetal & Plaster Existing Lath & Plaster Ceiling to Ceiling Remain to Remain

1 '- 4 "

Existing Metal LathMetal & Plaster Existing Lath & Plaster Ceiling to Ceiling Remain to Remain

drail

1 '- 4 "

1"

EXISTING EXISTING CONCRETECONCRETE ROOF

NEW ALUMINUM WINDOW WINDOW NEW ALUMINUM 4"

3'-1"

4" 7"

7"

4'-0"

Existing Metal Lath & Plaster Ceiling to Remain

Relocate Exisitng Metal Handrail

NEW METAL NEWLATH METAL LATH & PLASTER& PLASTER FASCIA FASCIA

Extension

1 '- 4 "

3'-1"

4'-0"

6

te Parapet 3/4"

New 1 ¼ New Ø " Galv 1 ¼. Steel Ø " Galv . Steel

New Concrete Extension

Round Tube Round Tube NEW ROLLING GRILL NEW ROLLING GRILL

1/2"

3'-6"

1/2"

Exisitng Concrete Parapet to Remain

3/4"

3/4"

GSEducation

New Concrete New Extension Concrete Extension 1/2"

1/2" 1/2"

1/2"

3'-6"

3'-6"

E.F.F.E

Exisitng Concrete Exisitng Parapet Concrete Parapet to Remain to Remain

Galvanized Steel Structure

EXISTING CONCRETE

ROOF

1"

E.F.F.E

E.F.F.E

Existing Metal Lath & Plaster Ceiling to Remain

1 '- 4 "

Existing Metal Lath & Plaster Ceiling to Remain

NEW ALUMINUM WINDOW

Grill Detail 522 Roll-up 2

Grill Grill Detail Detail scale 1" scale = 1'-0" 1" = 1'-0"

3'-1"

4"

7" NEW METAL LATH & PLASTER FASCIA

4'-0"

Window Detail Handrail Detail 1 Window Detail Window Detail scale 1"

3 3

= 1'-0"

scale 1" scale = 1'-0" 1" = 1'-0"

2

Grill Detail scale 1"

= 1'-0"


scale 1"

2

= 1'-0"

1

scale 1"

3

= 1'-0"

Handrail Detail scale 1"

Grill Detail

2

= 1'-0"

scale 1"

3

= 1'-0"

scale 1"

5

= 1'-0"

Window Detail scale 1"

5

= 1'-0"

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

Steel Roof Detail 1

GALVANIZED STEEL METAL DECK TYRE

MODEL COOLITE ACRILIC / PRISMATIC BY BRISOLITE DAY CIGATING SYSTEM OR EQUAL APPROVED

1/2" SECUREROCK

6"

6"

6"

6"

TUBE

FIXED LOUVER FIXED LOUVER ALUMINUMALUMINUM WINDOW WINDOW

GALVANIZED STEEL METAL DECK TYRE

ELASTOMERIC MEMBRANE ELASTOMERIC MEMBRANE

POLYESTER BUILT -UP ROOFING MODEL 1/2" SECUREROCK HARDBOARD SARNAFILL S 327 BY OR APPROVED POLYESTER BUILTSIKA -UP ROOFING MODEL

POLYESTER SARNAFILL

B

S 327 BY SIKA OR APPROVED

ROOF

EXISTING CONCRETE

1"

Detail

7

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

scale 3/4" scale = 1'-0" 3/4" = 1'-0"

Skylight Detail 3'-1"

7"

GALVANIZED STEEL METAL TYRE B TYRE B GALVANIZED STEEL DECK METAL DECK NEW METAL LATH 2" INSULATION HUNTER HUNTER PANELS ISO 2" 2" INSULATION PANELS ISO 2" & PLASTER FASCIA OR APPROVED EQUAL FASTENERS No. 15 OR APPROVED EQUAL FASTENERS No. 15 @ w 3" PLATE @ w 3" PLATE 1/2" SECUREROCK HARDBOARD 1/2" SECUREROCK HARDBOARD

4'-0"

GSEducationalVersion

scale 3"

4

6"

= 1'-0"

scale 3"

2'-0"

Relocate Exisitng Metal Handrail

Round Tube

scale 3/4" = 1'-0"

Existing Metal Lath & Plaster Ceiling to Remain

3'-6"

3/4"

1/2"

1" x 4" x 6"4'-0" GALVANIZED STEEL PLATE

4" x 8" x 3/8" GALVANIZED STEEL BEAM

1'-0"

DWG )

6" 6"

5 5

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

EQUAL 7"

NEW GALVANIZED STEEL STRUCTURAL TUBE (SEE STRUCTURAL

DWG )

E.F.F.E

6" NEW CONCRETE

Skylight Skylight SteelSteel RoofDetail Detail 1 1 Roof Detail 4 scale 3/4" = 1'-0"

4"

Exisitng Concrete Parapet to Remain Exisitng Concrete Parapet to Remain

E.F.F.E

2'-0"

BUILT -UP ROOFING MODEL S 327 BY SIKA OR APPROVED

New Concrete Extension

STEEL BEAM STEEL BEAM

6"

B

2" INSULATION HUNTER PANELS ISO 2" OR APPROVED EQUAL FASTENERS No. 15 @ w 3" PLATE 1/2" SECUREROCK HARDBOARD

3'-1"

1/2"

3'-6"

1/2"

NEW GALVANIZED STEEL NEW GALVANIZED STEEL ELASTOMERIC MEMBRANE STRUCTURAL TUBE (SEETUBE STRUCTURAL DWG ) STRUCTURAL (SEE STRUCTURAL

GALVANIZED STEEL METAL DECK TYRE

New Concrete Extension 1/2"

FIXED LOUVER 4" x 8" x 3/8" 4" xGALVANIZED 8" x 3/8" GALVANIZED ALUMINUM WINDOW

ROOF

Skylight Detail

POLYESTER SARNAFILL

3/4"

1" x 4" x 6"1"GALVANIZED STEEL PLATE x 4" x 6" GALVANIZED STEEL PLATE

NEW CONCRETE

= 1'-0"

x 30" DOME SKYLIGHT MODEL COOLITE ACRILIC / PRISMATIC BY BRISTOLITE

nalVersion

6"

Details

1"

POLYESTERPOLYESTER BUILT -UP BUILT ROOFING MODEL MODEL -UP ROOFING SARNAFILLSARNAFILL S 327 BY SIKA S 327OR BY APPROVED SIKA New OR 1 ¼ APPROVED Ø "EQUAL Galv . Steel EQUAL NEW ROLLING GRILL30"

Roof Steel Details Roof 7

NEW ALUMINUM WINDOW 4"

ROOF EDGE GALVANIZED STEEL FLASHING BY MET OR EQUAL APPROVED

Steel Roof Details

1 '- 4 "

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

4" x 8" x 3/8" GALVANIZED STEEL BEAM

MEMBRANE

ROOF EDGE GALVANIZED STEEL FLASHING BY METAL HICKMAN OR EQUAL APPROVED

6"

Existing Metal Lath & Plaster Ceiling to Remain

4 4 Skylight Steel Roof

6" x 12" x 3/8" STEEL BEAM

STEEL BEAM

ELASTOMERIC

ROOF

6" x 12" x 3/8" STEEL BEAM PAINTED

Steel Roof Skylight Skylight Detail Skylight Detail 6

4" x 4" x 3/16" GALVANIZED ANGLE WELDED TO STEE

FIXED LOUVER ALUMINUM WINDOW 4" x 8" x 3/8" GALVANIZED

6"

PAINTED

6

1'-0"

4" x 8" STEEL BEAM 6" x 12" x 3/8" STEEL BEAM

ROOF 6" x 12" NEW x 3/8" STEELCONCRETE BEAMNEW CONCRETE

EQUAL

4" x 4" x 3/16" GALVANIZED STEEL ANGLE WELDED TO STEEL BEAM

6" x 12" x 3/8" STEEL BEAM

4" x 8" x 3/8" GALVANIZED BEAM xSTEEL 3/8" GALVANIZED 6" x 12" x 3/8" STEEL BEAM

Galvanized Steel Structure 6"

6"

HARDBOARD

BUILT -UP ROOFING MODEL S 327 BY SIKA OR APPROVED

3

ROOF

Handrail Detail

Window Detail scale 1"

HARD

BUILT -UP RO S 327 BY SIKA

30" x 30" DOME SKYLIGHT MODEL COOLITE ACRILIC / PRISMATIC1" x 4" x 6" GALVANIZED S 1" x 4" x 6" GALVANIZED STEEL PLATE BY BRISTOLITE

EQUAL EQUAL

1'-0"

2'-0"

POLYESTER SARNAFILL

@ w 3" PLATE

SARNAFILL

4" x 6" GALVANIZEDSTEEL STEEL PLATE PLATE 1" x 4" x1"6"x GALVANIZED

2'-0"

1/2" SECUREROCK

4"

3" x 12" x 3/8" STEEL RECTANGULAR 2" INSULATION HUNTER PANELS ISO TUBE 2" OR APPROVED No. 15 GALVANIZEDEQUAL STEEL FASTENERS METAL DECK TYRE B @ w 3" PLATE 2" INSULATION HUNTER PANELS ISO 2" OR APPROVED HARDBOARD EQUAL FASTENERS No. 15 1/2" SECUREROCK

4"

1'-0"

1'-0"

3" x 12" x 3/8" STEEL RECTANGULAR

6"

2" INSULATION HUNTER OR APPROVED EQUAL FA @ w 3" PLATE

B

2" INSULATION HUNTER PANELS ISO 2" OR APPROVED EQUAL FASTENERS No. 15 @ w 3" PLATE

GABLE RIDGE SKYLIGHT MODEL COOLITE ACRILIC / PRISMATIC BY BRISOLITE DAY CIGATING SYSTEM OR EQUAL APPROVED

6"

GALVANIZED STEEL META

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

30" x 30" DOME SKYLIGHT 30" x 30" DOME SKYLIGHT MODEL COOLITE ACRILIC / ACRILIC PRISMATIC MODEL COOLITE / PRISMATIC BY BRISTOLITE GABLE RIDGE SKYLIGHT BY BRISTOLITE

1'-0"

1

= 1'-0"

Roof Details Steel Roof 5 scale 1 1/2"= 1'-0"

Detail 1

53


1

1.5 0

1.7 5

5 1.2

1

2.25

455

459

2

1

ES N O LL BE PA

460

456

466

457

2

467

461

464

465

1

2

462

463

1

1

Rehabilitation of “Parque de los Niños” 1

454

2

458 453 513 452

512

451

468

510

450

469

509

445 449

470

508

2.5 0

507

442

444

448

471

504

2.50

472

505

429

417 416

474

501

4

419

005

435 427

420 413

3

498

428

414

476

499

514 418

415

0 2.5

500

475

CLARO N° 1: AGUA FUENTE

436

3

502

437

438

446

473

503

439

440

447

506

2

441

443

425

006

430

433 431

494

393

4 478

3

406

2.75

3

395

2.50

405

400

403 3

479

315

318

357

300

354

321

355

319

322

3

323

368

519

369

324

325

349

402

401

399

326

327

348

4

485

3

0 2.5

487

396

352 353

364

316

317

3

398 404

486

488

370

371 397

0 2.5

489

362 3.25

365 356 366 367

376 394

359

351

363

373 372

314 392

490 491

391

377 379

358

360

374

375 380

3

409

3

361

0 2.5

2.50

493

359

376

407

4

492

381

385

390 408

423 410

382

384

3

411 477

383

386

389

424

422

2.75

497 496 495

387

388

421 412

432

434 426

3

2

511

482

484

2.50

483

2.75

345

344

2.50 2

2

481

54

tree inventory site plans

2

347

346

480 2

343

341 342

339

340

3


DESARR

Dotacional (Public Park, Play Grounds,Track, Pavilions)_ San Juan P.R._2014

Hon. Carm

Arquitectos

andrés

Andrés M

Lic. 10046 C Lic. 546 Col

CLARO N° 5: TIERRA LABERINTO

E

3

3

33

7

001

CAMPO DE JUEGOS

3

3

CLARO N° 4: FUEGO SISTEMA SOLAR

3

6

1

CLARO N° 3: QUINTAESCENCIA GIMNASIO AL AIRE LIBRE

3

3

CLARO N° 2: AIRE AVIARIO / ͗2

5

PO Box 364 tel 787 751andresmign

2

4

EXI STI NG FIC US HE DG E AT LAB IRY EXISTING FICUS HEDGE AT AT EXISTING FICUS HEDGE NT LABYRINTH LABIRYNTHTO TOBE BE DEMOLISHED DEMOLISHE H (REMOVED) COMPLETE (REMOVED): COMPLETE TO BE DE MO LIS HE (RE MO VE D): CO

3

3

3 3

284

204

182

195

199

205

193

3

3.25

281

280

299

282

207

208

190

191

192

186

300

169

278

275

276

210

277

273

272

263

264

261

265

4

2.50

262

260 259

337

2.25

333

257

258

250

271

3

267

255

256

209

211

212

213

214

215 266

189

188

172 171

187

151

163

156

162

157

145

142

141

140

139

147

150

155

144

160

268

4.25

254

269

218

252

253

245

242

247

3 2 2 1.75

246 244

240

161

238

2.50

107

239

236

234

235

132

120

219

127 058

229

224 223

222

227

221

056

2.25

226 231

059

060

055

053

128

117

3

2252

223

1.75

1.50 1.25 1

057

1

097

096

095

126

125

063

064

124

054

089

090

010

123

065

122 066

119

068

061

069

062

049

002

003 088

002

005

087

105

004

086

108

3

085 008

011

083 012

081

112

114

113

115

116

012

079

023

078

076

118

074

070 3 071

072

073

075

013

014

080

077

2.50

228

091

084

111

121

129 3

230

092

082

131

220

232

093

104

110

216

233

237

098

099

136 103 106

130

5 2.7

241

094

109

150

217

270

3.50

100

101

137 102

135

134

133

517

138

143

149

139

2.75

243 248

251

154

164

x 3.50

249

2 1.75 1.50 1.25

146

152

148

170 3.25

185

153

4

279

274

329

5 2.7

334

165

0 3.5

176 177

184

166

167

029

030

028

051

048

050

046

044

052 049

1 1

040 042

047

043

039

027

036 035

Nº de Proy

Nº de Cont

Entrega / Is

Fase Issue

De De

3

Co

2

Pre

1

Co

Revisión Revision

1

026

3

067

Yo, Andrés certifico que planos y las También c planos y disposicion Conjunto y Reglamento jurisdicción. declaración que se hay negligencia empleados, conocimien cualquier a OIGPe y incluyendo, de la parti certificación

Revisiones 2

5

2

3.50

178

168

173

175

179

183

5 3.2

206

174

3.75

0 3.5

194

180

2

201

203

181

3

302

328

332

202

196

3

307

301

338

286

285

283

306

0

290

197

1

5 3.2

2.7 5

293

294

298

198

1

297

3.50

200

2

305 303

308

314

3

309

208

3

310

289

3

3

312

291

1

292

2

295

1

296

2

304

4

1

311

320

335

MUNICIP

1. Tree Inventory Plan 2. Site Inprovement Plan 3. Fountain Plans & Details

037

3

041

2

1

0

5

10

GRAPHIC SCALE (METERS)

15

20

25

1

55

Fecha / Da 1 AB 2014

Dibujado p a mignucci

Archivo / C


M a tc h L ine

3

L 203

L 202

3 3

3

001

6

7

2

5

3

4

3

1

CLARO N째 4: FUEG O SISTEMA SOLA R

CLARO N째 5: TIERR A LABERINT O

CAMPO DE JUEG O 3

3

3

3

3

3

178

175

174

NT 1

168

173

167

153

166

169

165

NT 9

152

146

NT 1

154

145

150

183

0

3.2

144

147

141

3.

192

3.25

-

184

137

100

102

101

099

NH 2

172

092

NT 1

NT 1

NT 11

NT 11

NT 1

091

089

095

NT 11

NT 1

098

NT 1

097

096

002

006

103

133

134

087

105 106

086 3

107

132

109

084

3.50

NP 1 160

161

008

011

085

186 NT 9

005

108

149

NH 3 157

187

004

NT 3

NH 2

170 171

003

088

NH 3 156

162

049

010

104

135

NH 3

177

185

094

155

163 3.50

517

136

164

176

139

NH 2

150

3

138

NT 9

50

5

140

143

NT 9 3.75

3.5

142

2

182

180

1

181

3

196

012 083

130

110 4

082

120

112 081

NT 4

131

2

113

023

5m

114

NT 4 NT 4

129

5m

223

222

058

060

059

126 061

125

124 064

074

123 067

066

065

029

077

118

127

2.75

224

078

115

122

3

128

012

079

116

NH 2

3

5m

080

NH 2

NH 3

NT 4

076

070

068

016

030 017

072

019

028

063

2

026

018

1

031 071

062

073

3

032

021 022

040

050 048

221

1.50

226

L 202

L 203

036

046

044

042

Existing Tree to be remove d

#

Existing Palm to be remove d

035

052

225 1

057

1

056

054

052

041

1

049 1

038 1

047

043

M a tc h L ine

56

#

1

040

2

1.75

1.25

Existing Palm and reference number

2

223

2.25

#

020

027

069 033

2

053

Existing Tree and reference number

1

2.50

055

#

1

075

3

2

228

014

5m

3

111 150

220

013

NH 3

1

121

NT 4 139

0

5

GRAPHIC SCALE (METER S )

site improvement plan

10

15

20

25 SCALE 1:250


CONCRETE ROOF STRUCTURE TO BE STRIPPE D, CLEANE D, REPLASTERE AS REQUIRE D, PRIMED & PAINTE D.

D

CONCRETE

CONCRETE STRUCTURE TO BE STRIPPE D, CLEAN E D, REPLASTERE AS REQUIRE D, PRIMED & PAINTE D.

CONCRETE

5 A402

90°

COLUM N

6"

8"

7'

1'-8 "

1'-2 "

6"

67.50°

1'-6 "

3"

01 A4 5

1'-4 "

1' 3"

8"

112.50°

D

SEAT TO BE CLEANE D, PRIMER & PAINTE D

1'-6 "

135°

45°

1'-6 "

WALL SCONCE LIGHTIN G TO BE REPLACE D REFER TO ELECTRIC DWG S .

6'

3'

6"

WALL SCONCE LIGHTIN G TO BE REPLACE D REFER TO ELECTRIC DWG S .

GRANITE PLAQU E TO BE REMOVE D

CONCRETE

TO BE FLUSHED & CLEANE D

EXISTING 3/4" THIC K . STONE PAVEMEN T TO BE CLEANED & REPOINTED

a

a

VINE PLANTING AREA

ROOF DRAINS TO BE REPLACE D.

3"

1'

3"

3/4"

EXISTING

RAIN LEADERS

COLUM N

8'

ROOF DRAIN E Q. TO SMIT H 22.50° N° -163 0, 2" BRONZ E

157.50°

6'-10 "

6'

EXISTING STONE PAVEMEN T TO BE CLEANED & REPOINTED

PLANTING AREA

7'

1'-2 "

27'-6 "

27'-6 "

PAVERS TO BE CLEANE D

1'-6 "

3"

3/4 Ø GRANITE

6"

3' 8" 1'-8 "

EXISTING

1'-8 " 8" 3'

1'

2'

2'

6 A401

2 A402

1'-6 "

7'-6 " 6"

EXISTING LOW WALL TO BE STRIPPE D CLEANE D, PRIMED & PAINTE D

3" 1'-2 "

0° 1'-2 "

6"

180°

3/4 Ø VINE PLANTING ALU M. RO D TO BE REPLACE D

CONCRETE STRUCTURE TO BE STRIPPE D, CLEANE D, REPLASTERE AS REQUIRE D, PRIMED & PAINTE D.

7'

ROOF DRAIN TO BE REPLACE D E Q. TO SMITH N°-163 0, 2" BRONZ E

D 1'-2 "

6"

1'-8 "

8"

CONCRETE STRUCTURE TO BE STRIPPE D, CLEANE D, REPLASTERE AS REQUIRE D, PRIMED & PAINTE D.

6'-4 "

8"

D CONCRETE

2'

1'-6 "

1'-4 "

1'-6 "

NEW CONCRETE SLA B SEE STRUCTURAL DETAIL S

4" 1'-6 " 3"

1'-6 " 4"

10"

2"

3"

1'-3 " 3"

1'

3"

8' 6'

EXISTING 3/4" THIC K . STONE PAVEMEN T TO BE CLEANED & REPOINTED

PLANTING AREA

4"

6'-4 1/2" max. 6'-1" min. 4"

3" 12 A402

1'-2 " 2"

2'

EXISTING CONCRET E BENCH TO BE STRIPPE D CLEAN E D, PRIMED & PAINTE D

6"

1'

3"

3/4" THIC K . STONE PAVEMEN T TO BE CLEANED & REPOINTED

EXISTING CONCRET E PRECAS T BENC H TO BE STRIPPE D, CLEANE D, PRIMED & PAINTE D

3/4"

1'

10" 4"

3"

fountain plans & details

3"

EXISTING LOW WALL TO BE STRIPPE D CLEAN E D, PRIMED & PAINTE D EXISTING

5 A402

PLANTING AREA

SLA B

3"

WALL SCONCE LIGHTIN G TO BE REPLACE D REFER TO ELECTRIC DWG S .

3" 4" 6" 3"

8'

8'

CONCRETE

WALL SCONCE LIGHTIN G TO BE REPLACE D REFER TO ELECTRIC DWG S .

6'-6 "

6'-10 " 3"

3/4" THIC K . STONE PAVEMEN T TO BE CLEANED & REPOINTED

12 A402

2'

EQ .

1'-6 "

3/4 Ø ALUMINIUM PLANTING ROD TO BE REMOVED & REPLACED SE E 11 13 A402 A402

EXISTING

EXSTING

6'

3/4 Ø ALUMINIUM PLANTING ROD TO BE REMOVED & REPLACED SE E 11

5 A402

NEW CONCRETE SLA B SEE STRUCTURAL DETAIL S

3'

RAIN LEADER T O BE FLUSHE D

13 A402

1'

6"

3" 6"

1'-2 " 8"

1'-6 "

3" 6'

6"

EQ .

BEAM S

RAIN LEADER TO B E FLUSHED & CLEANE D

A402

6"

2'

CONCRETE

6"

3'

1'-9" max.

6"

8"

6"

1'-6 "

6"

TRELLI S

6"

1'-2 "

8"

3"

1'-8 "

10"

ROOF DRAIN TO BE REPLACE D E Q. TO SMITH N°-163 0, 2" BRONZ E 1'-2 "

E XS T ING CONCR E T E SLA B

57


Rehabilitation of University of Puerto Rico Hotel

58


Residential (Students & Faculty Hotel)_ San Juan P.R._2015

1. Demolition & Proposed Plans 2. Elevation and Sections 3. Demolition Typical Unit Plan 4. Proposed Typical Unit Plan 5. Typical Unit Interior Elevations 6. A.D.A. Room Plan 7. Proposed A.D.A. Room Plan 8. A.D.A. Bathroom Sections

59


STUDENT ORGANIZATION FACILITIES

STUDENT ORGANIZATION FACILITIES

Project Limit

Project Limit

Project Limit

Elev

Elev

Elev COMPUTER ROOM N.I.C.

Stair No 1

Stair No 1

ELECTRICAL BOX

11'-8" 11'-8"

4"

Exist. jalousie window to remain

11'-8" 11'-8"

4"

Exist. jalousie window to remain5"

5"

D 5"

5"

4"

Exist. jalousie window to remain

C 5"

5"

A

A

Exist. jalousie window to remain5"

B 5"

4"

Exist. jalousie window to remain

1'-6 1/2"

11'-8" 11'-8"

1'-6 1/2"

12'-0"

Exist. jalousie window to remain

2'-0"

Exist. jalousie window to remain

Exist. jalousie window to remain5"

5"

A

A Stair No 2

Stair No 2

Stair No 2

up

Project Limit

1

60

Project Limit

Project Limit

2

3

demolition & proposed plan

1

2

3

# # A ### A ###

5"

5"

dn Stair No 2

# A ###

4"

Exist. jalousie window to remain

4"

Exist. jalousie window to remain

4" 24'-0"

ID

# # A ### A ###

5"

1

1

up

Project Limit

2

3

2

3

96'-0"

4" 11'-8" 11'-8"

# A ###

Exist. jalousie window to remain5"

Project Limit

11'-8"

12'-0"

4" 24'-0" 4" 24'-0"

Exist. jalousie window to remain

12'-0"

11'-8"

24'-0"

ID

11'-8"

A/C

ID

A

ID

HOUSEKEEPING ROOM

5"

3 A 200

ID

12'-0"

24'-0"

ID 3'-2"

12'-0"

12'-0"

Exist. jalousie window to remain

12'-0"

5"

A.D.A ROOM

5"

2'-0"

ID

1'-6''

A/C

12'-0"

12'-0" 24'-0"

Exist. jalousie window to remain

ID

Project Limit

11'-8"

96'-0" 4" 11'-8"

B

5"

ID

Exist. jalousie window to remain

4"

B

B

Exist. jalousie window to remain

12'-0"

ID

ID

11'-8"

12'-0" 24'-0" 12'-0" 96'-0"

12'-0"

A/C

ID ID

C # A ###

24'-0"

ID

5"

B

# A ###

# A ###

11'-8"

ID

# A ###

ID

12'-0"

12'-0"

Exist. jalousie window to remain

Project Limit

5"

ID

Project Limit

A/C A/C

96'-0" 12'-0"

ID

24'-0"

24'-0"

Exist. jalousie window to remain

# A ###

C

# A ###

Project Limit

C # A ###

# A ###

ID

12'-0"

24'-0"

ID ID ID

Project Limit

96'-0"

# A ###

5"

5"

12'-0"

# A ###

ID

ID

12'-0"

# A ###

Exist. jalousie window to remain

Project Limit

C

12'-0"

# A ###

ID

A/C

12'-0"

12'-0" 24'-0"

Exist. jalousie window to remain

ID

12'-0"

5"

ID

Exist. jalousie window to remain

4"

D

12'-0"

D

D

12'-0"

4" 24'-0"

ID

D

Exist. jalousie window to remain

12'-0"

ID

ID

11'-8"

5"

A/C

ID

ID

A.D.A ROOM

5"

G

24'-0"

ID

3'-2"

12'-0"

12'-0"

ID

12'-0"

A/C

12'-0" 24'-0"

24'-0"

24'-0"

Exist. jalousie window to remain

G 5"

ID

ID STACKABLE W/D (2) ICE MAKER MACHINE & VENDING MACHINES ROOM

Project Limit

G

G 5"

Stair No 1

ID

dn

ELECTRICAL BOX

Exist. jalousie window to remain

Elev

COMPUTER ROOM N.I.C.

Stair No 1

G

Project Limit


4"

ID 11'-8" 4"

11'-8" 4"

ID 11'-8"

A/C

12'-0"

11'-8"

A/C

4"

96'-0" 4"

11'-8"

A/C

12'-0"

11'-8"

4"

4" 24'-0"

ID 11'-8"

A/C

12'-0"

11'-8"

A/C

24'-0" 12'-0"

A/C

12'-0"

11'-8"

A/C

12'-0"

11'-8"

11'-8"

A/C

12'-0"

11'-8"

A/C

12'-0"

ID

ID

ID

ID

ID

Stair No 2

1 ID

ID

ID

ID ID

ID

ID

ID ID

ID ID

ID ID

ID ID

ID

ID ID

ID

ID

ID

ID ID

ID

ID ID

ID

ID

ID ID

ID

ID

ID ID

ID

ID

2 ID

N.I.C

ID

ID

ID

ID

ID

ID

ID

ID ID

ID

ID

ID

ID

ID

3 2 # A ### # A ###

# A ### # A ###

3 A 300 3 A 300

A

existing elevation & sections N.I.C 12'-10"

4"

4" 24'-0"

24'-0"

ID

N.I.C 12'-10"

4"

4"

A/C

12'-0"

Stair No 1

10'-1"

10'-1"

Elev

ID

N.I.C 10'-1"

Stair No 1

10'-1"

11'-8"

A/C

12'-0"

4" 24'-0"

12'-0"

Elev

10'-1"

1 A/C

11'-8"

24'-0"

C

12'-0"

B 4"

A/C

12'-0"

# A ###

A/C

11'-8"

A/C

12'-0"

D

12'-0"

4" 24'-0"

24'-0"

# A ###

11'-8"

A/C

12'-0"

ID ID

G

ID

ID

ID

ID

ID

ID

ID ID

ID ID

ID

Stair No 2

N.I.C

3

61

10'-1"


Demolished (Existing flooring Original closet floor to be and cement base to be removed).Demolished (Existing flooring and cement base to be 16removed).

2'-0"

3F A510

A/C

9 A/C

2'-0"

3F A510

F.D. 7'-0'' F.D.

F.D.

6'-8" 7'-0''

7'-0''

New concrete wall

1'-3"

2'-8"

3B A510

1'-3"

4'-8"

2'-0"

2'-0" 1'-4"

1'-7"

6'-8"

4'-8" 1'-4"

1'-7"

1'-4" 1'-11" 1'-7"

1'-7"

4"

53'-9"

3'-6"

5

New polish cement flooring.

flooring to be protected and restored (clean & polish).

Other features

11'-8"

Existing Original HK |1959 concrete

3

1

3'-6"

1

5

Restore, remain & protect

DEMOLITION & RESTORATION

4

KEY

4

1

Existing wall New concrete block wall

3

Existing flooring and concrete base to be removed.

Newwall concrete block wall New concrete

4

Existing ceramic tile floor to be removed.

KEY

4

KEY

New concrete wall Existing wall

1 2

New concrete block wall Existing wall Existing Original HK |1959 Concrete Tile Floor to be protected and restored (clean & polish). New concrete wall New1concrete block wall Existing Original HK |1959 Concrete to be protected and restored Existing Original HK |1959 concrete flooringTile to Floor be protected and restored (clean & (clean polish).& polish).

7

Walls Existing concrete block wall to be demolished.

9

Existing wall to remain.

1

13 14

3'-3"

3

4 and concrete base to be 9 CHASE Existing flooring removed. PLUMBING

4

Existing ceramic tile floor to be removed. Walls Existing concrete block wall to be demolished. 3C Existing to remain. A520 Door and wall windows Existing window to be removed, delivered to UPR. Existing window to remain.

2

GSEducationalVersion

P

3

sca

Bathroom equipment and accessories Existing shower dam to be demolish.

Demoliton Typical Unit Plan

7

15 16

Bathroom equipment and accessories to be removed. 3'-2" scale 3/8" = 1'-0" Existing shower drainage to be removed & replaced/relocate 18

7

19

7

4 Floor PLUMBI Original HK |1959 Concrete Tile Floor and coloured ceme

4 Tile Floor and coloured Original HK |1959 Concrete ceme PLUMBI finish to be removed.

9

Floor Original HK |1959 Concrete Tile Floor and coloured cement base finish to be protected and restored (clean & polish). Original HK |1959 Concrete Tile Floor and coloured cement base 7 finish to be removed.

2'-0"

PLUMBING CHAS

2

7

2

Existing wall

DEMOLITION 4 & RESTORATION

finish to be protected and restored (clean & polish). A.D.A ROOM

5

Wall

1'-6"

Restore, remain & protect

7

3'-0"

A/C

2

Other features 3'-6"

4'-6"

4'-8" 1'-4" 2'-3" 3'-3"

3'-3"

1'-11"

1'-11"

3'-9"

3'-9"

2'-3"

Existing Original HK |1959 Concrete Tile Floor to be protected and restored (clean & polish).

Flooring Wall

3'-6"

Flooring 1

4

1'-3"

Demolition ELECTRICAL OUTLET

3'-0" 3'-9"

Demolition

3B A510

ELECTRICAL OUTLET

3'-0"

KEY 3'-0" Demolition & Restoration Code

2'-2"

15 3A A520 19

KEY Demolition & Restoration Code ELECTRICAL OUTLET

3'-3"

1'-4" 3'-3"

2'-2"

22

16

4

7'-2"

New concrete block wall

6'-11"

proposed typical unit interior elevations 2'-8"

Existing wall

proposed typical unit plan 2'-10"

2'-2"

21

1'-7"

3A A510

3F A510

9

3F A510

2'-10"

2'-2" 2'-8"

1'-11"

2'-8"

PLUMBING CHAS

9

ELECTRICAL OUTLET

2'-3"

2

KEY

ELECTRICAL BOXES

4 Typical Unit

Existing ceramic tile on wall to be removed. A/C

1'-0"

1'-6"

5

ELECTRICAL ELECTRICAL SWITCH BOXES

4"

Proposed Typical Unit Plan

1'-6"

7'-3" 4'-6"

7

3'-2"

F.D. 11'-11" F.D. 3'-4"

3A A510

3B A510

51'-3" 2'-10"

7

3A A510

2

3B A510

5

2'-10"

2'-0"

3A A510

2

KEY

Rectangular metal tube

3'-6"

23

TUBE

3 2'-0"

1'-6"

21 3'-9"

2'-3"

3

3

1'-6"

3'-0"

2'-3"

3

5'-0"

9

5'-0"

9 9

11'-11"

11'-11" F.D. F.D. 3'-4"

7

6'-8" 6'-8"

Rectangular metal tube

scale 3/8" =

9

7

7

5'-0"

3C A510 3C A510

Door with key 5 access card lock. 2 7 Door with key access card lock. 5

32'-9"

3F A510 2'-9"

Rectangular metal tube

GSEducationalVersion

11'-11"

2'-0" 2'-0" 3'-0"

9

7

5

5'-0"

A/C A/C

1

3D A510 3D A510

3C A510

3'-0"

3D A510

3C A510

3B Rectangular A510 metal tube

62

1'-3" Door with key access card 4 Door with key lock. 7 access card lock.

3

6'-8"

New 3B GE Zone-line wall AC Unit with 18'' grille. A510

1

6'-8"

A/C

A/C

3D A510

A/C

New GE Zone-line wall AC Unit with 18'' grille. New GE Zone-line wall AC Unit with 18'' grille.

2

2'-10" 3

2'-9"

3A A510

New GE Zone-line wall AC Unit with 18'' grille.

2'-0" 3 2'-9"

7

3'-4"

3A A510

6'-1"

2

7

ELECTRICAL SWITCH

3B A510

3 23

ELECTRICAL OUTLET

14

1'-0"

ELECTRICAL BOXES

5

3

1'-6"

3'-0"

1

ELECTRICAL SWITCH ELECTRICAL BOXES

5

7

A.D.A ROOM

1

scale 3/8" = ELECTRICAL SWITCH

5'-0"

6'-8" 2'-0" 2'-0" 3'-0"

3A A510

3F A510

LAMP 2'-2"

2'-8"

3'-4"

9

3F A510

1

3B A510

3F A510

Exist. jalousie window to remain

1

3'-4"

3'-0"

A/C A/C

3C A510

Rectangular metal tube

3B A510

5 5 7

3F A510

LAMP

2

7

2'-9"

9

3B A510

3A A510

9

7 with key Door access card7 lock. 5

3

6'-11"

A/C

A/C

3A A510

3D A510

New GE Zone-line wall AC Unit with 18'' grille.

ELECTRICAL BOX LAMP ELECTRICAL LAMP BOX

9

1

1'-0"

A/C

scale 3/8" =

2'-0"

7'-0''

7

4'-8"

9

3'-3"

Existing ceramic tile on wall to be removed.

1'-0"

Demoliton Typical Unit Plan 3A A510 1 scale 3/8" = 1'-0" Demoliton Typical Unit Plan

1

7'-0''

Existing A/C hole to be resize by new GE Zone-line wall A/C unit.

23

14

Original closet flo Demolished (Exis 6' and cement base removed). 1

22

21

1'-11"

Existing shower drainage to 18 removed.& replaced/relocated. Bathroom equipment and accessories to be be removed 19 Existing ceramic tile on wall to be removed. Existing shower drainage to be removed & replaced/relocated.

ELECTRICAL BOXES

ELECTRICAL BOX ELECTRICAL BOX

6'-11"

19

Exist. jalousie window to remain

6'-11"

18

22

9

ELECTRICAL SWITCH

A/C & hole to be resize attach by newtoGE Zone-line wall 23 galv.Existing Existing metal stud other features wall or ceiling to A/C unit. be removed.

A

sca

9

6'-11"

16

Bathroom equipment to be removed. Existing ceramic tile onand wallaccessories to be removed. Bathroom equipment and accessories Existing shower dam to be demolish.

COMUNICATION BOX COMUNICATION BOX

11'-11"

15

1

9

4'-8"

16 19

2'

19

7'-3"

19

7

3'-2"

14

22

4'-6"

16

13 18

COMUNICATION BOX COMUNICATION BOX

Miscellaneous elements Existing electrical and telecommunication features to be removed, Miscellaneous as speci fied in electricalelements plans. Existing electrical and telecommunication features to be removed, 21 as speci plans. attach to wall or ceiling to Existing galv. metalfied studin&electrical other features be removed. Existing galv. metal stud & other features attach to wall or ceiling to 22 Miscellaneous elements behole removed. Existing A/C to be resize by telecommunication new GE Zone-line wall A/C unit. 23 Existing electrical and features to be removed, 5 21 as speci A/C fiedhole in electrical plans. Existing to be resize by new GE Zone-line wall A/C unit. 23 Miscellaneous elements Existing galv. metal stud & other features attach to wall or ceiling to Existing 22 electrical and telecommunication features to be removed, 21 as speci fiedbe in removed. electrical plans. 21

window to remain. BathroomExisting equipment and accessories Existing shower damwindows to be demolish. Door and Bathroom equipment and accessories 15 13 windowdam to betoremoved, delivered to UPR. shower be demolish. BathroomExisting equipment and accessories to be removed. 14 16 Existing window to remain. Bathroom equipment and accessories to be removed. Door and windows Existing window to be removed, to Existing shower drainage to bedelivered removed & UPR. replaced/relocated. Bathroom equipment and accessories 3F 15 Existing shower drainage dam to betodemolish. beA510 removed & replaced/relocated. 18 window Existing to tile remain. Existing ceramic on wall to be removed.

22

9

4'-6"

Door and windows Existing window to be removed, delivered to UPR. Door and windows 13 Existingtowindow Existing window remain.to be removed, delivered to UPR. 14

15

4

1'-6"

3'-2"

3'-2"

14

9

scale 3/8" =

ELECTRICAL BOX ELECTRICAL OUTLET ELECTRICAL OUTLET

F.D.

1

7'-0''

demolition typical unit plan

9

13

2'-0"

1

3'-0"

LAMP

A/C

9

ELECTRICAL OUTLET ELECTRICAL OUTLET

3'-0"

Other features Demolition & Restoration Code Restore, remain & protect Flooring Demoliton Typical Unit Plan Restore, remain & protect

7

21

Existing A/C hole to be resize by new GE Zone-line wall A/C unit.

7'-3"

2'-0"

16 9

7'-3"

1'-6"

Existing wall to remain. Walls Demoliton Typical Unit Plan Existing concrete block wall to be demolished. Demoliton Typical Unit Plan Existing wall to remain. scale 3/8" = 1'-0"

3'-0" 23

Existing shower drainage to be removed & replaced/relocated. 1'-6" 2'-0" Existing ceramic tile on wall to be removed.

Flooring

Demolition Wall scale 3/8" = 1'-0" FlooringDEMOLITION & RESTORATION Other features DEMOLITION & RESTORATION WallFloor remain & protect OriginalRestore, HK |1959 Concrete Tile Floor and coloured cement base 1 Floor to be protected and restored (clean & polish). finish Other features Original HK |1959 Concrete Tile Floor and coloured cement base 1 to be protected and restored (clean & polish). finish remain protect Original HK&|1959 Concrete& Tile Floor and coloured cement base 2 Restore, DEMOLITION RESTORATION finish to be removed. Original HK |1959 Concrete Tile Floor and coloured cement base 2 Floor to be removed. finish 3 Existing flooring and base to Tile be removed. Original HK concrete |1959 Concrete Floor and coloured cement base DEMOLITION & RESTORATION 1 to be protected and restored polish). finish 3 Existingtileflooring and base(clean to be & removed. 4 Existing ceramic floor to beconcrete removed. Floor 4 HK |1959 Concrete Tile Floor and coloured Original |1959 Concrete Tile Floor and cement basecement base 2 HK Original Existing ceramic tile floor to becoloured removed. 1 Walls removed. finish to be to be protected and restored (clean & polish). finish Existing concrete block wall to be demolished. 7 Walls 3 HK Existing flooring and concrete base to be removed. Original |1959 Concrete Tile Floor and coloured cement base concrete block wall to be demolished. 2 9 7 Existing wall to remain. finish4to be removed. 9 ceramic tile floor to be removed. Existing wall to remain. 3 Existing flooring and concrete base to be removed. Walls 4 Existing concrete block wall to be demolished. 7 Existing ceramic tile floor to be removed.

4'-11" 4'-11" 2'-0"

Wall KEY features Other Demolition

1

22

3'-0"

9

F.D.

19

2'-0"

COMUNICATION BOX

F.D.

18

Code

21

18

1'-6" Bathroom equipment and accessories to be removed.

KEY Demolition & Restoration Code

New GE Zone-line wall AC Unit with 18'' grille. A/C New GE Zone-line wall AC Unit with 18'' grille.

A/C

13

Miscellaneous elements 9 13 Existing electrical and telecommunication features to be removed, as speci fied in electrical plans. 9 13 Existing galv. metal stud & other features attach to wall or ceiling to be removed.

18

7'-0''

16

9

2

15 15 19

19

Bathroom equipment and accessories 1'-6" Existing shower dam to be demolish.

A/C

23

7'-0''

Existing flooring and concrete base to be removed. Existing KEY ceramic tile floor to be removed.

Existing window to remain.

6' New GE Zone-line wall AC Unit with 18'' grille. New GE Zone-line wall AC Unit with 18'' grille. A/C

1

13

18

4

3

14

ELECTRICAL SWITCH

4'-6"

14

16

9 windows 4 Door and Existing window to be removed, delivered to UPR.

9

Alum. tube Exist. jalousie window to remain

ELECTRICAL SWITCH

9 ELECTRICAL OUTLET

4'-6"

13

4

Wall

9

19

22

3

KEY & Restoration Code WallsDemolition Existing concrete block wall to be demolished. Demolition & Restoration Demolition Existing wall to remain. Flooring Demolition

15 16 18

9

7'-3"3'-2"

6'-8"

22

Concrete Tile Floor and coloured cement base finish to be removed. Concrete Tile Floor and coloured cement base finish to be removed.

15 4 19

Original cl Demolishe and cemen removed).

22

21

Alum. tube

ELECTRICAL SWITCH ELECTRICAL SWITCH

9

Concrete Tile Floor and coloured Concrete Tile cement base finish Floor and coloured to be removed. cement base finish to be removed.

16 4

6'-8"

21

15

9

7

9

DEMOLITION & RESTORATION 21 Floor Original HK |1959 Concrete Tile Floor and coloured cement base finish to be protected and restored (clean 21& polish). 22

Alum. tube

3'-2"

9 22

Original HK |1959 Concrete Tile Floor and coloured cement base finish to be removed.

7

4'-11"

6'-8" 6'-8"

23 21

Alum. tube

13

16

9

2

13 13

3'-0" 7

2 2

23

Restore, remain & protect

1

9

7

5"

6'-1" 2'-0"

7

Demolition

Other features

2

13 9

23

KEY 1 Demolition & Restoration Code

Wall

3

1'-6" 7

1

9

5"

7 6'-1"

2

7

1

13

9

3

14 23

Flooring

2'-0"

2'-0" 7

14

9

6'-1"

6'-8"

Exist. jalousie window to remain

22

14

2'-0"

Exist. jalousie 1 window to remain

22

9

22 21

2'-0"

21 21 Exist. jalousie 14 window to remain Exist. jalousie window to remain

AC Unit with 18'' grille.

A/C

Original closet floor to be Demolished (Existing flooring 4 15 and cement base to be removed). 3 closet Original floor to be flooring Demolished (Existing 5" 19base3to be 18 and cement 5" removed). 6'-1"

7'-0''

22

21

4'-11"

22

21

3B A520


1

16 9 21

4

1'-6"

15

2'-0"

22

19 21

18

2'-0" 13

Exist. jalousie window to remain

9

1'-0"

13

Original closet floor to be Demolished (Existing flooring and cement base to be removed).

22

loset floor to be ed (Existing flooring nt base to be

9

scale 3/8" =

3'-0"

7 Typical Unit

9

3'-2"

3

5 3A A520

13

5"

14

5"

4"

'-1"

11'-0"

6'-8"

6'-1"

7

Concrete Tile Floor and coloured cement base finish to be removed.

22

21

1'-0"

9

13

2'-6"

9

1'-6"

3'-0"

3C A520

3

3C A520

6'-8"

3'-0"

1

9

Existing Original HK |1959 concrete

A

1'-6" 6"

1'-6"

3'-0" 1'-3"

LAMP

B

Section

A.D.A. Bathroom Sections scale 3/8" =

ELECTRICAL BOX

C

Section

A.D.A bathroom elevations

ELECTRICAL BOX

1'-0"

1'-0"

ELECTRICAL BOXES 1'-3"

3'-3"

7

4'-8"

ELECTRICAL SWITCH LAMP

KEY 1'-6"

5'-0"

Section

flooring to be protected and restored (clean & polish).

New polish cement flooring.

9

3

7

3'-0"

ELECTRICAL BOX

1'-6"

5 4

3'-3"

2'-10"

F.D.

9

3'-0" 7'-0''

3'-4"

1'-3"

6"

1'-6"

1'-6" 6"

1'-6"

6'-11"

2'-0"

6"

7

1'-0" 6"

COMUNICATION BOX

3B A520 7'-2"

7

6" 6"

1'-6" 6"

1'-6" 6"

F.D.

4

3

Existing Original HK |1959 Concrete Tile Floor to be protected and restored (clean & polish).

3"

KEY

11'-0"

4'-0"

5'-0"

5'-5"

7'-2"

7'-0''

3'-0"

proposed A.D.A unit plan

2'-3" 11'-0"

F.D.

12'-2"

COMUNICATION BOX

7'-3"

12'-2" 4"

11'-0"

2'-3" 6'-11"

6"2'-3"

7

3F A510

3

6"

6"

TUBE 6"

0"

2

3C A520

3B A520

3"

0"

1

Section

2'-0"

9 3B A520

COMUNICATION BOX

New concrete wall

7'-0''

A

5'-5"

1'-6''

4 2'-0"

"

11'-0" 6"

5

3'-6"

3'-2"

Existing A/C hole to be resize by new GE Zone-line wall A/C unit.

ed.

7'-0''

2'-0"

9 3

be removed.

23

New GE Zone-line wall AC Unit with 18'' grille.

7

New concrete block wall

2'-6"

3A A520

Existing galv. metal stud & other features attach to wall or ceiling to 6"

22

A/C

12'-2"

3C A520

2'-0"

21

1'-0" 3'-6"

TUBE

4'-11"

2'-0"

Existing A/C hole to be resize by new GE Zone-line 7wall A/C unit.

Proposed A.D.A ROOM

n

6'-11" 4'-0"

4'-6"

Existing galv. metal stud & other features attach to wall or ceiling to 9 be removed.

23

11'-11"

Existing ceramic tile on wall to be removed. 3C A520 Miscellaneous elements Existing electrical and telecommunication features to be removed, as speci fied in electrical plans.

2'-6"

1'-6" 7'-2" 7'-2"

22

3

7

New GE1 Zone-line wall AC Unit with 18'' grille.

Existing wall

ELECTRICAL OUTLET

2'-0"

19

5

3'-3"

Miscellaneous elements Existing electrical and telecommunication features to be removed, as speci fied in electrical plans.

2'-6"

Existing shower drainage to be removed & replaced/relocated. A/C

18

2'-0"

5'-0"

1'-6"

16 3/8" = 1'-0" scale Bathroom equipment and accessories to be removed.

2'-6"

2

6"

15

3

7

11'-0"

1'-0"

1

1'-0"

7'-0''

11'-8"

A/C

Demoliton Typical Unit Plan Bathroom equipment and accessories Existing shower dam to be demolish.

ent INGbase CHASE

Existing ceramic tile on wall to be removed.

5

PLUMBING CHASE

Section

A

1'-0"

7

4"

Existing window to remain.

Existing shower drainage to be removed & replaced/relocated.

1

A/C

1'-0"

ELECTRICAL OUTLET

Existing A/C hole to be resize by new GE Zone-line wall A/C unit. 3B KEY A520

23

18

21

scale 3/8" =

Existing galv. metal stud & other features attach to wall or ceiling to be removed.

22

3"

Bathroom equipment and accessories to be removed.

A.D.A ROOM

4

Miscellaneous elements Existing electrical and telecommunication features to be removed, as speci fied in electrical plans.

21

4'-0"

3'-4"

14

2'-0"

Bathroom equipment and accessories Existing shower dam to be demolish.

3A A520

6"

A/C

HOUSEKEEPING ROOM OR STACKABLE W/D ICE MAKER MACHINE

& VENDING MACHINES Door and 5 windows ROOM Existing window to be removed, delivered to UPR.

New GE Zone-line wall AC Unit with 18'' grille.

2

7

3C A520

1'-6"

Existing7wall to remain. 2

9

13

A/C

7

ELECTRICAL SWITCH

ELECTRICAL SWITCH

PLUMBING CHASE

4

16

19

KEY

2'-6"

ELECTRICAL OUTLET 5

5

5

6"

Existing window to remain.

4"

Walls Existing concrete block wall to be demolished.

3'-6"

Door and windows 3'-2" Existing window to be removed, delivered to UPR.

15

3B A520

2'-0"

Existing ceramic tile floor to be removed.

SE 3

ING CHASE

11'-0"

TUBE

Existing flooring and concrete base to be removed.

4

7

ent base

3A A520

14

3B A520

1

Alum. tube

Alum. tube Proposed A.D.A ROOM

2

GSEducationalVersion

9

13

3

13

Original HK |1959 Concrete Tile Floor and coloured cement base finish to be removed.

3

3'-0"

7

3'-0"

4"

1

3'-0"

2'-0"

DEMOLITION & RESTORATION 9 13 Floor Original HK |1959 Concrete Tile Floor and coloured cement base finish to be protected and restored (clean & polish).

18

2

1'-6"

HOUSEKEEPING ROOM OR STACKABLE W/D ICE MAKER MACHINE & VENDING MACHINES ROOM

9

2

5

6"

Restore, remain & protect 5

9

5'-0"

Other 7 features

5

9

3C Typical Unit A520

Wall

SE

18

Floor and coloured cement base finish to be removed.

Flooring

1'-6''

KEY 19 Concrete Tile Demolition & Restoration Code

Demolition

13

3'-0"

3'-3"

15

2'-0"

5'-0"

4

5'-5"

6'-8"

A.D.A ROOM

1'-6"

7'-2"

9

16

11'-8"

A/C

22

1'-0"

4'-11"

A.D.A ROOM scale 3/8" =

ELECTRICAL SWITCH

7'-0''

4'-6"

7

9

demolition units plan (for A.D.A)

3

1

11'-0"

Concrete Tile Floor and coloured cement base finish to be removed.

5"

1

3B

A520 PLUMBING CHASE

1

18

3'-4"

13

9

15 19

2'-0"

2'-0"

4 4'-11"

4"

16

4

4"

9

5

6"

6'-1"

9 22

Alum. tube

3"

A/C

3A A520

7

21

Concrete Tile Floor and coloured cement base finish to be removed.

5

5"

2

7

ale 3/8" =

4 2'-0"

4'-11"

Typical Unit

7

13

2'-0"

2'-0"

4'-11"

9

3

7

2

7

23

oor to be sting flooring '-1" to be

3

3'-2"

1'-6''

22

6"

4"

6'-8"

Original closet floor to be Demolished (Existing flooring 1 and cement base to be removed).

6'-1"

E

5"

6'-1"

1'-0"

21

7

3'-6"

12'-2"

3

14

5'-0"

ale 3/8" =

3'-2"

13

6"

Exist. jalousie window to remain

A.D.A ROOM

9

1'-6''

2'-0"

2'-0"

13

18 Original closet floor to be Demolished (Existing flooring and cement base to be removed).

2'-0"

9

15

2'-0" 19

5'-0"

18

4

7'-2"

3'-0"

9

1'-6"

2'-0"

'-0"

22

2

5 3'-3"

11'-8"

9 21

15

A/C

6'-1"

6

7

3 1

A.D.A ROOM

16

3'-4"

Concrete Tile Floor and coloured cement base finish to be removed.

4'-11"

5'-5"

23

4'-6"

5'-5"

2'-0"

2

1 7

1'-0"

1'-3"

3'-3"

63

A

sc


University of Puerto Rico Concessionaires & Playroom Area

64


Commercial (Food Court & Playroom)_ San Juan P.R._2015

1. Asbuilt / Demolition Plan 2. Asbuilt / Demolition Interior Elevations 3. Proposed Conceptual Alternatives Plans 4. Concession Conceptual Elevation 5. Concession Conceptual Section 6. Concession Conceptual Plan 7. Concession Conceptual Perspectives

65


9 X 1

3

4

6

7

8 W up

G

V

Existing glass partition to be removed Planter to be restored

4 K

Pro

it t Lim

jec

Access 1

H

up

11

14

15

U

tL it im

Existing glass partition to be removed

T

T T

G

T

C

T

9

BATHROOM WOMEN

G

jec

C

Existing glass partition to be removed

Pro

N.I.C. STAIRS

S

Existing fascia above to be removed

Fl. Fin. Limit

H

1

Access 6

Original HK |1959 Concrete Tile Floor finish to remain clean & polish.

J

Concession B E F GH I

ELEC. CLOSET

1999 | Epoxy Terrazzo Flooring to be removed

Existing

S

Freezer

up

Existing Cooler

C

Project Limit

Service Access

1

A

T T

Project Limit

S

Existing glass partition to be removed

LOADING AREA

OFFICE

H

G

BATHROOM MEN

K

STORAGE "B"

TRAY WASH

S

STORAGE "C"

R

Elev

H

6'' x 6'' Quarry tile floor to be removed

STORAGE "A"

K

6'' x 6'' Quarry tile floor to be removed

MECHANICAL CLOSET

H Existing freezer

Q

4"

Existing Cooler

P

S Existing fascia above to be removed

Access 5

2

H

3

K

Concession B E F GH I

Concession B E F GH I

6'' x 6'' Quarry tile floor to be removed

K

6'' x 6'' Quarry tile floor to be removed

Project Limit

T T T

Existing fascia above to be removed

A

Project Limit

C

N.I.C. INDOOR TERRACE

S

K

H

H

T

Fl. Fin. Limit

T

H

6'' x 6'' Quarry tile floor to be removed

Line of First Floor above

Concession

Fl. Fin. Limit

B E F GH I H

T

G

O

4

A

T

Existing glass partition to be removed

T

K

A

T

6'' x 6'' Quarry tile floor to be removed

T T T

S

T

S

Project Limit

Existing marble saddle bevel to be removed Fl. Fin. Limit

Line of First Floor above

T T

1

Original HK |1959 Concrete Tile Floor finish to remain clean & polish.

A

T

H

H

C

T

Fl. Fin. Limit

Access 4

H Access 3

T T

Existing glass partition to be removed

G

up

N

S

T

T

M G

Access 2

Existing glass partition to be removed

K

B 2

Existing wood louvers to remain

Existing gypsum board with glass panels to be removed

1

Original HK |1959 Concrete Tile Floor finish to remain clean & polish.

Project Limit Existing corrugated glass partition wall to remain

66

G

Existing wood louvers to remain

K 2 N.I.C. LOBBY

No

rte

3 N.I.C. CONCESSION

asbuilt / demolition plan

GSEducational


6 TV

Exist. gypsum board fascia

Exist. gypsum board ceiling

Exist. sign to be removed

Exist. concrete slab

6

7

8

TV

TV

TV & Accessories to be removed

Exist. steel Joist

TV

TV

D 5

TV & Accessories to be removed

TV

TV

TV

TV

G G

Existing glass partition to be removed

Door & Roll-up- Door/ Grilles to be removed

8

6

7

8

6

7

8

TV

6 Signage & Ornamental C Structures to be removed

7

TV

7

D 5

8

Existing glass partition to be removed

H

TV

Existing wood louvers to remain

GWB, Mosaic tile Wall & Metal Decorative Panels to be Removed

8

G C

H

6

7

8

Signage [menu board] to be removed

Existing wood louvers to remain

H

2

Door & Roll-up- Door/ Grilles to be removed

8 C

6

7

8

Signage [menu board] to be removed

GWB, Mosaic tile Wall & Metal Decorative Panels to be Removed

B

H

Door & Roll-up- Door/ Grilles to be removed

GWB, Mosaic tile Wall & Metal Decorative Panels to be Removed

Door & Roll-up- Door/ Grilles to be removed

7

Existing glass partition to be removed

B

Exist. A/C duct to Remain

8

3

B

Exist. A/C duct to Remain Door & Roll-up- Door/ Grilles to be removed

Existing corrugated glass partition wall to remain

2

Signage & Ornamental C Structures to be removed

G

3

& Roll-up- Door/ H Door Grilles to be removed

GWB, Mosaic tile Wall & Metal Decorative Panels to be Removed

Existing glass partition to be removed

Existing corrugated glass partition wall to remain

G

Existing glass partition to be removed

G

Existing glass partition to be removed

B

H

6

Exist. A/C duct Exist. steel Joist

8

7

B

Exist. gypsum board ceiling

Signage & Ornamental Structures to be removed

C

B

Exist. gypsum board fascia

6

Exist. concrete slab

8

7

Exist. A/C return duct

B

Exist. gypsum board ceiling

Signage & Ornamental Structures to be removed

C

B

Exist. gypsum board fascia

6

Exist. concrete slab

8

7

Exist. A/C return duct

6

Exist. A/C duct Exist. steel Joist

A

C

Signage & Ornamental Structures to be removed

H

Door & Roll-up- Door/ Grilles to be removed

GWB, Mosaic tile Wall & Metal Decorative Panels to be Removed

A

Existing gypsum board with glass windows to be removed

C

Signage & Ornamental Structures to be removed

H

B G

asbuilt / demolition interior elevations

Door & Roll-up- Door/ Grilles to be removed

GWB, Mosaic tile Wall & Metal Decorative Panels to be Removed

lVersion

Existing gypsum board with glass windows to be removed

B

B G

B

67


KEY: Project Limit

#

Structural Grid

Access

9

KEY:

X

Service Area Food Court

1

Project Limit

3

4

6

7

8

Service Area

W

Concession Services Counter Seating / Dinning Area

#

Structural Grid

Seating Area Capacity Tables for four

up

1

1536

12

18

27

8

8'-4'' x 8'-4'' = 69.44

14

22

32

10

Access 1

8

Seating Area 1 974 sq ft

Service Area

W 3

4

5

1536

2267

413

712

Total

9'-0'' x 9'-0'' = 81

12

18

27

5

8

70

8'-4'' x 8'-4'' = 69.44

14

22

32

6

10

V

je

ELEC. CLOSET

1

Access 1

T

9

BATHROOM WOMEN

STORAGE "A"

STORAGE "B"

TRAY WASH

S

STORAGE "C"

R

Elev

MECHANICAL CLOSET

Q P

Concession

2

Access 5

AREA

Playroom area

14

11

up

Dispense counter # & AREA

84

3 Concession

1,232 sq ft

Existing Bathrooms to be Remodeled

up

Project Limit

Concession 1,576 sq ft

Project Limit

Pro

Seating Area 2

Concession Queue Area

as Rev. Ref. Time-Saver Standards for Building Types

15

4 Concession

1,170 sq ft

1,546 sq ft

O Seating Area 3 2,267 sq ft

N.I.C. INDOOR TERRACE

Pro

N.I.C. STAIRS

U

LOADING AREA

OFFICE

1,536 sq ft

1

Playroom area

15

14

BATHROOM MEN

Project Limit

Seating / Dinning Area 2

974

Area in sq ft

11

Service Access

Concession Services Counter

Seating Area Capacity Tables for four

up

T

9

BATHROOM WOMEN

up

N.I.C. STAIRS

Access 6

it im ct L

AREA

Project Limit

7

Concession

# & AREA

78

mit t Li

6

Dispense counter 65

ec Proj

4

712

Existing Bathrooms to be Remodeled

Proj

Service Area Food Court

3

Total

as Rev. Ref. Time-Saver Standards for Building Types

mit

Li ect

X 1

2267

Concession Queue Area

4

974

Area in sq ft

Access

3

9'-0'' x 9'-0'' = 81

V

9

2

jec

U

tL it im

Seating Area 1 974 sq ft

Access 6

M

LOADING AREA

Seating Area 2

ELEC. CLOSET

up

Access 3

Project Limit

Service Access

Concession 1,576 sq ft

Project Limit

Seating Area 4 712 sq ft

Access 4

OFFICE

1

N

Project Limit

5

Concession 452 sq ft

BATHROOM MEN

STORAGE "A"

STORAGE "B"

TRAY WASH

S

STORAGE "C"

L

Access 2

K

Playroom area 1,064 sq ft

N.I.C. LOBBY

Project Limit

R

N.I.C. CONCESSION

1,536 sq ft

up

Elev

Proposed Floor Plan 2

1

scale 3/32" =

GSEducationalVersion

1'-0"

MECHANICAL CLOSET

Q KEY: Project Limit

P

2

3

5

3

4

6

Service Area Concession Services Counter Seating / Dinning Area Seating Area Capacity Tables for four

1

Concession Queue Area

2

3

4

5

974

1536

2267

716

712

Total

9'-0'' x 9'-0'' = 81

12

18

27

8

8

73

8'-4'' x 8'-4'' = 69.44

14

22

32

10

10

Area in sq ft

V

Dispense counter # & AREA

it Lim

Concession

88 AREA

as Rev. Ref. Time-Saver Standards for Building Types

ect Proj

Playroom area

Existing Bathrooms to be Remodeled

Access 1

T

9

BATHROOM WOMEN

up

N.I.C. STAIRS

11

15

14

U

t Li

1,180 sq ft

mit

Seating Area 1 974 sq ft

N.I.C. INDOOR TERRACE

BATHROOM MEN

Access 6

LOADING AREA

OFFICE

1

Project Limit

Seating Area 2 1,536 sq ft

N

Project Limit

Service Access

Concession 739 sq ft

ELEC. CLOSET

up

2

STORAGE "A"

STORAGE "B"

TRAY WASH

S

STORAGE "C"

R

Elev

726 sq ft

MECHANICAL CLOSET

Q

Seating Area 5 712 sq ft

P

Access 4

3

Access 5

L

Access 2

K

Playroom area

Project Limit

up

Access 3

4

Concession 641 sq ft

M

1,064 sq ft

8

up

Concession

Project Limit

7

W

O

4

Concession 573 sq ft

Seating Area 4 413 sq ft

Service Area Food Court

1

5

Concession 563 sq ft

Concession 773 sq ft

6

Concession 748 sq ft

7

Concession 1,180 sq ft

Project Limit

Seating Area 3 2,267 sq ft

Concession 1,546 sq ft

ec Proj

Project Limit

Concession 1,232 sq ft

Structural Grid

Access

X

Project Limit

Access 5

# 9

O Seating Area 3 2,267 sq ft

N.I.C. INDOOR TERRACE

N

Project Limit

N.I.C. LOBBY

Seating Area 4 716 sq ft

Seating Area 5 712 sq ft

Access 4

M up

Access 3

Project Limit

Access 2

1,064 sq ft

N.I.C. CONCESSION

N.I.C. LOBBY

Project Limit

68

N.I.C. CONCESSION

1

GSEducationalVersion

Proposed Floor Plan 3 scale 3/32" =

1'-0"

L K

Playroom area

proposed conceptual alternatives plans


Proyecto / Project

Concessionaires Playroom Area CENTRO DE ESTUDIANTES A/C DUCT CONCESSION SIGNAGE ALTERNATIVE LOCATION 1

CONCESSION SIGNAGE ALTERNATIVE LOCATION 1

Universidad de Puerto Rico Recinto de Río Piedras San Juan, Puerto Rico

ACOUSTICAL CEILING

5/8" GYPSUM BOARD FASCIA

Oficina de Diseño y Construcción Oficina del Presidente de la UPR

LAMP

ROLL-UP DOOR

CONCESSION SIGNAGE 80" ABOVE THE FLOOR FINISH ALTERNATIVE LOCATION 2

Arquitectos / Architects COLUMN ROLL-UP

Lic. 10046 Colegio de Arquitectos de Puerto Rico Lic. 546 Colegio de Planificadores de Puerto Ric

2'-10"

2'-10"

PO Box 364821 San Juan PR 00936 T 787 751 2210 E andresmignucci@gmail.com

3'-0"

Elevation & Section

concession conceptual elevation

arquitectos

Andrés Mignucci Giannoni, FAIA

BAR EQUIPMENT

POWDER COATED SATIN RED FINISH (ALUM. PANELS)

1a

andrés mignucci A.D.A [Counter with cashier 36'' max. above the floor, Serving counter 34'' max. above the floor]

6'-8"

COLUMN

10'-6"

ANODIZED ALUM. SILVER

CONCESSION SIGNAGE ALTERNATIVE LOCATION 2

Consultor / Consultant

4'-0"

concession conceptual section

Yo, Andrés F. Mignucci Giannoni, Lic. 100 certifico que soy el profesional que diseñó es planos y las especificaciones complementar También certifico que entiendo que dichos plano especificaciones cumplen con las disposicio aplicables del Reglamento Conjunto y disposiciones aplicables de los Reglamentos Corporaciones Públicas con jurisdicci Reconozco que cualquier declaración falsa falsificación de los hechos que se haya produc sin conocimiento o por negligencia ya sea por mis agentes o empleados, o por otras personas mi conocimiento, me hacen responsable cualquier acción judicial y disciplinaria por la OIG y otras autoridades competentes, incluyendo, p sin limitarse, a la terminación de la participación los procedimientos de certificación profesional e OIGPe.

Nº de Proyecto / Project Number

AM-CE 27 AUG

Nº de Contrato / Contract Number Entrega / Issue

Line of back counter or nearest obstruction

Fase Issue

Edge of equipment top

CONSTRUCTION DOCUMEN

Descripción Description

Fec Da

3

Construction Documents

2

Preliminary Design

1

Conceptual Design

JAN 20, 20

Revisiones / Revisions

Edge of counter top

Descripción Description

Revisión Revision

Fec Da

5

4'-0"

Working/Activity Zone

4 3 2

2'-0"

1

Fecha / Date 1/20/15

4'-0"

28''-38''

A.D.A [Counter with cashier 36'' max. above the floor, Serving counter 34'' max. above the floor]

A.D.A [Wheelchair Space 30''X48'']

Escala / Scale

Dibujado por / Drawn by: a. mignucci arquitectos

Checked by: A. Mignu

Archivo / CADD File ID:

1401 CE UPR A 2

Titulo de Hoja / Sheet Title

3'-0"

Conceptual Concession Queue Zone

Nº de Hoja / Sheet Number

Line of nearest obstruction

A 200

6'-0"

Circulation Zone

Documento / Document

Design Guidelines

69

Sello / Stamp

1b

Floor Plan

concession conceptual plan 1

GSEducationalVersion

Conceptual Plan scale 3/8" =

1'-0"

concessions conceptual perspectives 2

Reference

3

Conceptual Perspective


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