J U L I A Q U I P I L D O R ARCHITECTURE DESIGN
P ORTF OLIO
JULIA QUIPILDOR
Curriculum Vitae/ Resume
Julia Quipildor obtained her Bachelors in Architecture at Florida International University, where she also earned her Masters in Architecture. She has been an active participant of organizations including Habitat for Humanity and American Institute of Architecture Students. During School of Architecture, special areas of interest were Environmental Design and its integration to BIM (Building Information Modelling). Thesis project focused on Urban Design and building strategies responding to the Sea Level Rise in Downtown Miami. For over five years, Julia Quipildor has worked at TJJA Architects, Miami, Florida, where she took part in schematic design,design development, and construction documents for commercial, residential and governmental buildings. Currently working towards her Architectural License, having completed 70% of the required working experience.
Education
Florida International University Miami, Florida Masters in Architecture Thesis based on the effects of the Sea Level Rise in a shoreline city like Miami,led to explore the threads and urban design opportunities in an era of climate change. Site Analyses, technical assessments, case studies, projects strategies and economic perspectives developed into an urban comprehensive plan for the upper area of Miami River. Florida International University Miami, Florida | Bachelors in Architecture
2009-2011
Miami Dade College Miami, Florida | Associate Degree in Architecture Ward College Buenos Aires, Argentina |Bachelors in English Literature
Skills
Office Experience
Digital
Analog
Strong graphic, design, presentation and technical skills: Sketch-Up Revit Adobe Creative GIS (Geographic info. Suite: systems) Adobe Photoshop AutoCAD Illustrator ECOTECT In Design Lumion Acrobat Pro
Detailed Sketching Scaled hand-drawings Model Making Laser Cutting Fabrication Wood shop experience 3d Printing
2007-2009 2002-2006
Personal
Active Team Member Languages:Fluent English/Spanish Languages:Beginner: Portuguese Proactive/ Highly Motivated Available to Travel Quick Learner Time Management Ability to prioritize and service vs. projects
BC Architects Coral Gables, Florida Project Architect|
Flexible and team oriented architect with strong design aptitude and valuable experience in Construction Documents. During the development of the project, JQ works closely with senior staff supporting design and technical tasks, utilizes independent thinking and participate in design charrettes to arrive at a design per client needs. During the Construction Documents phase, Has worked closely with team members , and subconsultants in the coordination of interdiciplinary BIM Models for mix-use high rise buildings. Assigned tasks consisted in confirming the design program, scope of work and delivery requirements for the development of CDs. Valuable participantion in the BIM Production Team included: Worksharing: Implementation of strategies promoting a fluid Worksharing among offices collaborating in the same BIM project |BIM Parameters and standards: Contributes to project team software parameters and standards management. |Produces graphic presentations and builds computer models | Calculations and basic analytical tasks |Modelling and Modelling coordination with interdisciplinary consultants | CDs: Preparation and modification of construction documents, elevations, sections, details, etc. as directed by principal, utilizing Building Information Modeling (BIM). | Design Options: Development of solutions to technical and design problems following established standards. Designed options integrated in one model |Completion of projects on aggressive schedules. |Preparation of 2D and 3D presentation/design drawings.|Compilation of data and elementary design computations. | Performs product research; assists project designers and project architects with materials selection and system research.
2011-2013
BCA Projects
Feb 2014On Going
Biscayne Beach|701 NE 29th Street, Miami| 52 story high-rise building|399 units| Residential Units from 885 to 3789 SF| The tower is being developed by a joint venture between Eastview Development and GTIS partners in Miami's East Edgewater neighborhood. Upon completion in 2016
2014
WaterClub| 7.004 acres and is bounded by Lake Worth Lagoon on the East, US1 on the West, North of McClaren Road. twin 19-story condominium towers and 20 luxurious villa residences all tucked along the scenic waterfront. Amenities areas including a Residents Club with two pools and boats slips.
2014
Brickell Ten| 1010 SW 2nd Ave, Miami, Fl| 22 stories| 155 units| Residential units from 875 to 1,387 SF| 13,900 SF Retail Area
2014
JULIAQUIPILDOR JULIAQUIPILDOR@GMAIL.COM
T305-744-1706
Office Experience
2007-2011 2012-2013
TJJA Architects Miami, Florida Junior Architect|Architect I As a Junior Architect, Julia Quipildor, has actively drafted, designed, and detailed architectural documents from conception through completion and assisted in the construction management. Performed tasks on all phases of various architectural projects including: Assistance in developing project scope, plan, and services and during the contract process. Programming; Planning and scheduling project phases.
TJJA Projects Fox Plaza Development|Schematic & development design|New urban hub defined by the allocation of 2 mid-rise mix-use buildings 54,085.9SF|17,343SF commercial units|8,456SF residential|174 Parking Lots|Urban Landscape.
2013
Quezada Residence|Site Analysis| Schematic Design| Design Development|CDs|75ftx100ft Lot|2-story courtyard house| 3600FT|Raised terrace.
2013
SOBE Mansion| Site Analysis|Schematic design|3-story courtyard house| 10,000 Sq FT|waterfront|10car Garage
2012
Miami Seaport Hangar E|Expert witness team for the resolution on Construction Management conflicts in Hangar E.
2010
Miami International Airport BLDG 3090|CDs for repairs and submitted to HNTB for 40yr Recertification Code Compliance
2009
Site and Building Analysis; Research, Analysis and Synthesis. Historic Preservation. Planning and Zoning Regulations; Study and board presentations. Zoning exception request presentation. Schematic Design; Creation of 3d models and photorealistic images. Boards and Digital Presentation. Construction Cost; RFQ, RFI. Schedules. Codes and Regulations; Research, study and coordination with building code compliance officesl. Design Development; Production and coordination of production team. [AutoCad-worksets|Revitworksheets] Material Selection and Specifications; Material Selection Boards, Perspectives, Specifications, Shop Drwgs,Schedules. Construction Documents; Production and coordination of production team.[AutoCadworksets|Revit-worksheets] Engineering Systems; Interface with engineers and outside consultants. Governmental Solicitations; Designed large components of governmental competitions graphics, boards and SF330. Key contribution to synchronize office and team strategies: Management; office staff (up to 3 people) Drafting Office Standards; Successfully developed and implemented drafting office standards and central Library [AutoCad-worksets|Revit-worksheets] Office Standards; file centralization and worksharing Client Relations; Succedded at maintaining a fluent communication and interaction with different clients. Succeeded at understanding and implementing clients’ desires.
Solar Age Inc Miami, Florida
2011
Drafter
Analyzed the site for the allocation on new solar panels in existing residential and commercial projects. Prepared construction documents for the installation and revised any necessary changes. Analyzed energy performance coupled with design interface using ECOTECT software
Architecture for humanity Miami, Florida Intern
Contributed to the production of schematic design, digital model, construction documents of Low Income Housing in Haiti, post earthquake 2010. Developed material presentation boards.
2011
JULIAQUIPILDOR JULIAQUIPILDOR@GMAIL.COM
T305-744-1706
b is cayn e bea c h
BISCAYNE BEACH is located at 29th Street along Biscayne Bay in the fast-growing neighborhood of East Edgewater – east of Biscayne Boulevard between the Venetian and Julia Tuttle Causeways – adjacent to the popular Design District, Wynwood Arts District, Midtown and Downtown Miami neighborhoods, which have emerged as some of Miami’s top destinations for shopping, dining, and arts & culture. Biscayne Beach is a 399-unit luxury condominium tower being developed by a joint venture between Eastview Development and GTIS partners in Miami’s East Edgewater neighborhood. Upon completion in 2016, the 51 story high-rise, directly on the water , “Brings the beach to the city,” boasting Miami’s first man-made beach club fronting Biscayne Bay.
SITE
Biscayne beach
711 N.E. 29TH STREET, MIAMI, FL|2014 SITE GENERAL INFORMATION DESCRIPTION
VALUE
MIAMI 21
REQUIRED
PROVIDED
TRANSECT ZONE
2.2.1.3
T6-36A-L
T6-36A-L
LOT AREA
5.6.1.a
5,000 SF MIN.
115,810 SF (2.659 ACRES)
MAX DENSITY
150 D.U. PER ACRE (D.U. = 5.6.3.a DWELLING UNIT)
2.659 x 150 = 399 UNITS MAX
399 UNITS
MAX LOT COVERAGE
1-8 STORIES (80% MAX)
5.6.1.b
115,810 x 80% = 92,648 SF MAX
62,609 SF = 54.1%
MAX F.L.R.
12/40% Add. Public Benefit
5.6.3.a
115,810 x 12 = 1,389,720 SF MAX
701,076 SF = 6.05
MIN FRONTAGE AT WATERFRONT SETBACK
70% MIN.
5.6.1.e
335'-2" x 70% = 234-7'
249'-7" = 74.46%
MIN FRONTAGE AT FRONT SETBACK 30TH ST.
70% MIN.
5.6.1.e
248'-7" x 70% = 174'-0"
146'-3" = 58.8%
MAX FLOORPLATE ABOVE THE 8TH FLOOR
18,000 SF MAX
5.6.2.b.2
18,000 SF MAX
16,604 SF
MAX LENGTH ABOVE THE 8TH FLOOR
180' MAX
180' MAX
198'*
MIN OPEN SPACE
10% LOT AREA MIN
115,810 x 10% = 11,581 SF
53,041 SF = 45.8%
SUSTAINABILITY
>50,000 SF HABITABLE SPACE 3.13.1 b = LEED SILVER
LEED SILVER
LEED SILVER
5.6.6.b
SETBACKS DESCRIPTION
LOCATION
WATERFONT
WATERFRONT
75' PER THE SHORELINE REVIEW
WATERFRONT SIDE
30TH & 29TH ST 3.11.a.2
25% OF WATERFRONT = 335 x 25% = 83.75'
PRINCIPAL FRONT
WATERFRONT
5.5.1.c
75' PER SHORELINE REVIEW
30TH ST
5.5.1.c
PER WATERFRONT SETBACK
29TH ST
5.5.1.c
PER WATERFRONT SETBACK
29TH TERR
5.5.1.c
10' MIN, 20' MIN ABOVE THE 8TH FLOOR
7TH AVE
5.5.1.c
10' MIN, 20' MIN ABOVE THE 8TH FLOOR
5.5.1.c
0' MIN, 30' MIN ABOVE 8TH STORY
REAR
5.5.1.c
0' MIN, 30' MIN ABOVE 8TH STORY
FRONT PARKING
5.5.1.c
25' MIN, 10' MIN ABOVE 1ST FLOOR WITH WAIVER
SECONDARY FRONT
SIDE
MIAMI 21
REQUIRED
LO T C O V E R A G E 62,609 SF=54.1% 62,609 = 54.1%
O P EN S P ACE 53,201 SF=45.9%
WHITE BACKGROUND (TYP.)
BOLTS FOR SIGN MOUNTING
53,201 SF = 45.9%
10' - 0"
NE 30 ST
25' - 0" 2nd Layer 30' - 0"
SECONDARY FRONT PUBLIC SHORELINE
cabanas
Beach Entry
KITCHEN SERVICE ELEVATOR
25' - 5 5/8"
KITCHEN TRASH
cabanas TOILETS
KITCHEN
EL. + 11'
PUBLIC BAY WALK
SHORELINE
65'
20% OF LOT WIDTH
335'
LOT WIDTH
SIDE
cabanas
BEACH CLUB
Beach Entry
ELEV. +11'
LOADING DOCKS ELEV. +5'
service / mech.
mechanical stacked valet parking
ELEV. +5'
10' - 0" ELEV. +5'
cabanas
PRINCIPAL FRONT
TRASH
PUBLIC ACCESS BOARDWALK
NE 7 AVE
10' - 0"
water sports storage
WATERFRONT SETBACK
NE 29 TER
SECONDARY FRONT
25' - 0" 2nd Layer
owner's entry
10' - 0"
MIAMI 21 SETBACKS SHORELINE REVIEW WATERFRONT SETBACKS (MIAMI 21)
SECONDARY FRONT
AGGREGATE 84' PROPERTY LINE PARKING SETBACKS
Beach Entry
REAR
SIDE
bar service/ entertainment
AGGREGATE 84'
Level 0
0'
10'
20'
30'
40'
50'
NE 29 ST
384'
25' - 0"
20'
10' - 0"
54' - 0"
2nd Layer
25' - 0"
PUBLIC SHORELINE SECONDARY FRONT
CROSS BLOCK PASSAGE & FIRE TRUCK LOOP
185'
THE BISCAYNE BEACH CLUB .......................................................................
AXON FROM NW
05.22.13
2 PH Units 3 PH Units
37 typical Floors @11’-0” clear
3 Floors Podium Lobby
Amenities
Beach Club
Garage Ramp
AXON FROM SE
Garage
Tower
bisc ayn e b ea ch 8
6a
7
5a
4a
5
3
2
1
30' - 0"
AGGREGATE SIDE SETBACK
25' - 0"
PEDESTRIAN WALKWAY
LANDSCAPED AREA
SHORELINE REVIEW
15' - 0"
10' - 0"
2ND LAYER 1ST LAYER
Entry LevelRamp
A 14%
STANDBY GENERATOR ROOM PEDESTRIAN ACCESS
SWITCHGEAR ROOM
10' - 0"
15' - 0"
1ST LAYER 2ND LAYER
3RD LAYER
UNIT 3A - B
B
SERVICE CORRIDOR BELOW
C P.E. #1 S
14 98%
DOMESTIC WATER PUMP ROOM
STAIR 1
AC
FIRE SERVICE ACCESS LOBBY
D EL. +23' - 10"
S.E. #1 A/C
EL. +23' - 10"
S
15.32%
21
20
19
18
16
17
14
15
12
13
10
11
SPA/ FITNESS CENTER
P.E. #2
E
BUSINESS CENTER
MANAGEMENT / ADMIN
9
OFFICE
SALON
F VESTIBULE JC
15T
4T
6T
8T
10T
17T
19T
12T
14T
16T
21T
23T
25T
27T
7 1/2" 10' - 8" 29T
18' - 0" 31T
18T
20T
22T
24T
26T
28T
30T
32T
37T
39T
41T
43T
45T
47T
49T
GIRDER BEAMS ABOVE
34T
36T
38T
40T
42T
44T
46T
48T
50T
51
58
59
60
61
62
A.D.
A.D.
63
64
65
66
67
68
A.D.
69
6' - 0" 8"
GF
R6 R5
84' - 11 1/2"
PRIVATE DINING N.I.C.
GALLERY
JANITOR
EL. +23' - 2"
319' - 5 1/8"
70
71
PP
K.E. #1
P.E. #5
H.9 I
15' - 0"
VALET
4' - 5"
50' - 0" WATERFRONT SETBACK 10' - 0"
2ND LAYER 1ST LAYER I.4
MEN'S N.I.C.
P.E. #4
J EL. +23' - 10"
72
73
74
PP
PP
PP
75
PP
A.D.
76
77
PP
PP
4"
A/C OWNERS' LOBBY
78
CONCIERGE
K
KITCHEN N.I.C.
"
57
UP
1' - 0"
WOMEN'S N.I.C.
S.E. #2 P.E. #6
-0
56
MEN'S WOMEN'S
L
30 '
55
54
P.E. #3
UP
SHORELINE REVIEW
R
53
UP
PREFERRED PARKING(PP) FOR CARPOOL, LOW - EMISSION VEHICLE(LEV), & FUEL EFFICENCY VEHICLE (FEV) ONLY INSTALL SIGN 1/A.06 8" CONC. SLAB
6' - 0"
52 R4
TOP OF SLAB 24' - 9"
FIRE TRUCK "T" TURNAROUND
18' - 0 1/2"
9% SLOPE
15' - 7"
6"
GE
1' - 6"
LINE OF G4 ABOVE
13 '-
R7
EL. +22' - 6"
1' - 0"
R 32 ' - 6"
6"
23' - 0"
TOP OF FINISH 35T
GD
20' - 8 3/8"
6"
33T
PRIVATE DINING N.I.C
MEN'S
S
2T
R
13T
FIRE COMMAND RM.
10' - 7 1/8"
GC
'14
11T
18' - 0"
DN
GD
9T
H
75' - 0"
PE 7
STAIR 3
18' - 0"
7T
19' - 1"
18' - 7 1/2" 5T
22'-9"
SIGN UP A.D.
23' - 0"
3T
R3
A.D.
G
SALON
WOMEN'S
S
R8
3RD LAYER
1T GB
A.D.
14' - 3"
A.D.
8' - 8 5/8"
9' - 11 1/2" 15' - 0"
STAIRS 4
MAIL ROOM
S
2ND LAYER 1ST LAYER
.
8 90%
R2
R1 GA
TRAFFIC BEARING WATERPROOF MEMBRANE
RESTAURANT N.I.C.
EL. +23' - 10" TOP OF SLAB
14" CONC. SLAB WITH PAVER FINSIH
7' - 3 7/8"
EL. +23' - 10"
P
TERRACE
Q
EL. +23' - 4"
VALET
TERRACE
R
Level 3- Entry Level
1
LEVEL 2 / G-3 LOBBY PLAN_1/16"
54' - 0"
AGGREGATE SIDE SETBACK
25' - 0"
4a
SHORELINE REVIEW
15' - 0"
6a
10' - 0"
8
1ST LAYER 2ND LAYER
1' - 0"
3
2
1
EL. +15' - 9 5/8"
VARIES
VARIES
4"
FOUNTAIN
H
G
H
3' - 0" 3' - 0"
7
2" E.J. 2" E.J.
T.O. FINISH T.O. FINISH w167 ELEV.+15'-9" ELEV.+15'-9" w167
3' - 0" 3' - 0"
15' - 6" 15' - 6"
EL. +11' - 8 5/8" EL. +11' - 8 5/8"
SERVICE AREA EXIT
HANDRAILS, HANDRAILS, SEE HARDSCAPE SEE HARDSCAPE FOR DETAILS (TYP) SERVICE FOR DETAILS (TYP)
w167 w167
T.O. FINISH T.O. FINISH ELEV.+17'-9" ELEV.+17'-9" 12' - 6" 12' - 6"
w167 w167
T.O. FINISH T.O. FINISH ELEV.+19'-9" ELEV.+19'-9"
3' - 0" 3' - 0"
w167 w167
w167 w167
w167 w167
w167 w167
GB GB
I
ACCESS RAMP
16.08%
I
w167 w167
12' - 6" 12' - 6"
3' - 0" 3' - 0"
3' - 0" 3' - 0"
12' - 6" 12' - 6"
12' - 6" 8 12' - 6"
DRIVE EL. +15' - 9 5/8" EL. +15' - 9 5/8"
T.O. FINISH T.O. FINISH ELEV.+21'-9" ELEV.+21'-9"
PEDESTRIAN PEDESTRIAN WALKWAY WALKWAY
1 EXPANSION JOINT, EXPANSION JOINT, WALLS SEPERATING WALLSFEATURES. SEPERATING WATER WATER FEATURES.
Service Drive ELEV. 4' - 6"
6.14%
5
7 7 ENTRY RAMP & WALKWAY PLAN
A6.04
ACCESS RAMP ACCESS RAMP
8.90%
3 3 E.J. A6.04 E.J.FINISH A6.04 T.O. T.O. FINISH 8" x 8" TUBE COLUMNS (TYP. AT ELEV.+23'-9" 8" x 8" TUBE COLUMNS (TYP. AT ELEV.+23'-9" PERIMETER GLASS) TO SUPPORT 8" PERIMETER TO SUPPORT X 6" WIDEGLASS) TRANSOM BEAM (AT8" Sim DEEP 6" WIDE TRANSOM BEAM (AT 4 A.F.F.)X FOR TRANSOM GLASS Sim12'DEEP 4 12' A.F.F.) FOR TRANSOM GLASS ABOVE A6.04 ABOVE A6.04 6a 6a E.J. E.J.
FLOOR FLOOR DRAIN DRAIN (TYP) (TYP)
PLANTER PLANTER
A6.04
SCALE: 1/8" = 1'-0"
2" E.J. 2" E.J.
14.98% 14.98% 15.32% 15.32%
EL. +21' - 5 1/2"
Section Thru Main Service Dock 4.3 4.3 6% 6%
8.90% 8.90% 6.14% 6.14%
8%
LEVEL 2 ELEV. 23' - 10" 8
8
6a
EL. +10' - 0"
EXPANSION JT.
15%
15%
SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"
10%
Service Drive Service ELEV. 4' -Drive 6" ELEV. 4' - 6"
COLUMNS BEYOND 2" TILE FINISH OVER 6" TO 5" TOPPING SLAB EL. +23' - 11"
1" SLOPE
EL. +13' - 1 1/4" EL. +13' -2" 1 1/4" LOBBY
EL. +24' - 0"
EL. +10' - 0" EL. +10' - 0"
LEVEL 2 ELEV. 23' - 10"
10% 10%
H
GA GA
H.9 H.9
GB GB
I
PLANTER PLANTER
6%
PLANTER PLANTER
6"
6"
6"
6"
LEVEL G-1 LEVEL ELEV. 5' -G-1 4" ELEV. 5' - 4"
EL. +21' - 9 3/8" EL. +21' - 9 3/8"
- 6"
3 9% 3 A8.09 A8.09
A6.04 A6.04
EL. +10' - 0"
LEVEL G-1 ELEV. 5' - 4"
3
SCALE: SCALE:
D
E
D
F
E
G
F
H
G
GA H GA
H.9 H.9
GB GB
I
LEVEL 2 ELEV. 23' - 10"
ARCHITECT OF RECORD
E BEACH NE BEACH
TH THSTREET STREET RIDA 33137 ORIDA 33137
OWNER: OWNER:
LIC. NO. AA0003360
4942 LEJEUNE RD, SUITE 200 CORAL GABLES, FL 33146 Tel. 305.663.8182 Fax 305.663.8882
DESIGN ARCHITECTRevision
RevisionDATE Number
314 CLAMATIS ST.Tel. SUITE 200 225.767.1530 Fax 225.767.0018 314 CLAMATIS ST. SUITE 200 WEST PALM BEACH, FL 33401 WEST PALM BEACH, FL 33401 c ALL RIGHTS RESERVED 2013
2' - 0" G
H
GA
A6.04
SCALE:
8" CONC. WALL 8"FOOTING CONC. WALL ON ON FOOTING SUPPORTING SUPPORTING PEDESTRIAN PEDESTRIAN WALKWAY (TYP) WALKWAY (TYP)
PAVER FINISH. PAVER FINISH. COORDINATE FINISH COORDINATE FINISH FLOOR THICKNESS, FLOOR THICKNESS, DIMENSIONS & MATERIALS DIMENSIONS & MATERIALS PRIOR TO CONCRETE PRIOR TO CONCRETE INSTALLATION INSTALLATION
4
OWNER:
BISCAYNE BEACH SIGNED BY: SIGNED BY: LAWRENCE S. COHAN FLORIDA ARCHITECT LAWRENCE S. COHAN FLORIDA ARCHITECT
711 N.E. 29TH STREET MIAMI, FLORIDA 33137 ISSUE RECORD: ISSUE RECORD:
PERMIT SET, MARCH 21, 2014 PERMIT SET, MARCH 21, 2014
PERMIT PERMITSET, SET, MARCH MARCH21, 21,2014 2014
SECTION DETAILS AT SECTION DETAILS AT BISCAYNE ENTRY ENTRY Comm. Num.: Comm. Num.: Scale: Scale: Drawn: Drawn: Checked: Checked:
MIAMI PARTNERS, LLC 1308.01 1308.01
SHEET No. SHEET No.
PAVER FINISH. COORDINATE FINISH FLOOR THICKNESS, DIMENSIONS & MATERIALS PRIOR TO CONCRETE INSTALLATION
8" CONC. WALL ON FOOTING SUPPORTING PEDESTRIAN WALKWAY (TYP)
LEVEL G-1 ELEV. 5' - 4"
A6.04
SHEET TITLE SHEET TITLE
C
Level 1 ELEV. 13' - 10"
CONC. PEDESTRIAN WALKWAY CONC. PEDESTRIAN WALKWAY
View of Entry Ramp
SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"
REVISION
4' - 0" 4' - 0"
7
PEDESTRIAN WALKWAY SECTION PEDESTRIAN WALKWAY SECTION
Number DATE REVISION 1 3/21/2014 DESIGN BISCAYNE 1 3/21/2014REVISION DESIGN 1 BISCAYNEMIAMI MIAMI REVISION 1 PARTNERS, LLC PARTNERS, LLC DRIVE, BATON 1744 OAKDALE
ROUGE, LA 70810
4' - 0" 4' - 0"
4' - 0" 4' - 0"
4' - 0" 4' - 0"
LEVEL G-1 LEVEL ELEV. 5' -G-1 4" ELEV. 5' - 4"
A6.04 A6.04
F
EL. +15' - 9"
LEVEL G-3 ELEV. 23' - 2"
EL. +23' - 4" EL. +23' - 4"
EL. +15' - 9" EL. +15' - 9"
Level 1 Level13' 1 - 10" ELEV. ELEV. 13' - 10"
Level 3- Entry Level | Axonometric view
E
I
LEVEL G-4 LEVEL ELEV. 34'G-4 - 8" ELEV. 34' - 8"
4 4
SCALE: 1/8" = 1'-0"
FOUNTAIN WATER FEATURE SEE FOUNTAIN WATER FEATURE SEE HARDSCAPE FOR MORE DETAILS HARDSCAPE FOR MORE DETAILS
SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"
4' - 0" 4' - 0"
16 %
11 %
View of Entry Ramp View of Entry Ramp
FOUNTAIN WATER F HARDSCAPE FOR M
LEVEL G-4 ELEV. 34' - 8" D
LEVEL 2 LEVEL ELEV. 23'2- 10" ELEV. 23' - 10" LEVEL G-3 LEVEL ELEV. 23'G-3 - 2" ELEV. 23' - 2"
5%
3%
7 7
3 A8.09
FOUNTAIN - PLANTER SECTION
A6.04
EL. +23' - 10" EL. +23' - 10"
EL. +5' - 4"
8" CONC. WALL ON FOOTING SUPPORTING PEDESTRIAN WALKWAY (TYP)
HIGH DENSITY FOAM
EL. +13' - 10"
% 15
PLANTER
PLANTER
PLANTER
Level 1 ELEV. 13' - 10"
EL. +23' - 10" EL. +23' - 10" EL. +23' - 4" EL. +23' - 4"
315% FOUNTAIN - PLANTER SECTION 3 FOUNTAIN - PLANTER SECTION
9% 9%
A6.04 A6.04
8" 3' - 4"
I
+22' - 5 1/8"
PLANTER PLANTER
EL. +21' - 9 3/8"
8" CONC. WALL 8"FOOTING CONC. WALL ON EL. +19' ON FOOTING SUPPORTING SUPPORTING PEDESTRIAN PEDESTRIAN WALKWAY (TYP) WALKWAY (TYP)
HIGH DENSITY FOAM HIGH DENSITY FOAM
8" 3' - 4"
2' - 0" 2' - 0"
8% 4' - 0" 4' - 0"
4' - 0" 4' - 0"
EL. +21' - 5 1/2"
6"
Level 1 Level13' 1 - 10" ELEV. ELEV. 13' - 10"
8" 3' +22' - 9- 4"1/2"
8" 3' - 4" 8" 3' - 4"
6"
4' - 0" 4' - 0"
2' - 0" 2' - 0"
8" 3' - 4" 8" 3' - 4"
8" 3' - 4" 8" 3' - 4"
2' - 0" 2' - 0"
EL. +15' - 9" EL. +15' - 9"
8" 3' - 4"
6"
+23' - 2 1/2"
SCALE: 1/4" = 1'-0"
+22' - 5 1/8" +22' - 5 1/8"
H
G
GA
6"
G
F
LOBBY ENTRY_DRIVEWAY TO WALKWAY
+22' - 9 1/2" +22' - 9 1/2"
6% 6%
F
E
H
1 1/4" FINSH WATER FEATURE
E
D
8" 3' - 4"
4' - 0"
D
+23' - 2 1/2" +23' - 2 1/2"
8% 8%
LEVEL G-3 ELEV. 23' - 2"
GARAGE
8" 3' - 4"
EL. +15' - 9"
LEVEL 2 ELEV. 23' - 10"
SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"
LEVEL 2 LEVEL ELEV. 23'2- 10" ELEV. 23' - 10" LEVEL G-3 LEVEL ELEV. 23'G-3 - 2" ELEV. 23' - 2"
EL. +21' - 5 1/2" EL. +21' - 5 1/2"
G
6"
6
F
15" STRUCT. SLAB
LEVEL G-4 LEVEL ELEV. 34'G-4 - 8" ELEV. 34' - 8"
A6.04
E
LEVEL G-4 ELEV. 34' - 8"
2" E.J.
ENTRY RAMP ENTRY RAMP 8' - 6"
Level 3- Entry Level | Section A6.04 A6.04
D
SERVICE DRIVE SERVICE DRIVE
4' - 0"
2 2
SCALE: 1/8" = 1'-0"
6"
STRUCT. SLAB
ENTRY RAMP
4' - 0"
STREET LEVEL STREET ELEV. 4' - 0"LEVEL SLOPED 14" ELEV. 4' - 0"
SERVICE DRIVE SERVICE DRIVE
TRASH TRASH HOLDING HOLDING ROOM ROOM
9" STRUCT. SLAB
2 A6.04
EXPANSION JT. EXPANSION JT.
15% 15%
15% 15%
SLOPE TO DRAIN
CONC CURB CONC CURB BEYOND BEYOND
TILE FINISH
1' - 8 1/4" 1' - 8 1/4"DEPT WATER WATER DEPT
+23' - 7"
1 1/4" FINSH 1 1/4" FINSH WATER FEATURE WATER FEATURE 6" 6"
1 5/8" PAVER ON MIN 2" REINFORCED MORTAR OVER DRAINAGE BOARD AND FLUID APPLIED WATERPROOF MEMBRANE
STREET LEVEL ELEV. 4' - 0" 8% 8%
9% 9%
13' - 6" 13' - 6"
LEVEL 2 LEVEL ELEV. 23'2- 10" ELEV. 23' - EL. 10"
EL. +21' - 5 1/2" EL. +21' - 5 1/2"
RESIDENT'S LOBBY
SERVICE DRIVE
TRASH HOLDING ROOM
4' - 0"
A6.04 A6.04
8
5 5 A6.04 A6.04
4' - 0"
7
13' - 6"
Level 3- Entry Level | Floor PLan PLAN 1 ENTRY RAMP & WALKWAY 1 ENTRY RAMP & WALKWAY PLAN
9%
CONC CURB BEYOND
EL. +13' - 1 1/4"
2' - 0"
8
1' - 8 1/4" WATER DEPT
SCALE: 1/4" = 1'-0"
2' - 0"
5
H.9 H.9
15.32%
w167 w167
7
16.08% 16.08%
A6.04
GA GA
14.98%
w167 w167
LEVEL 2 LEVEL ELEV. 23' - 10" 2 ELEV. 23' - 10"
IN
G
F
STAIR 1 STAIR 1
PLANTER 3' - 0" 12' - 6" PLANTER 3' - 0" 12' - 6"
2 2 A6.04 A6.04
EL. +10' - 4 7/8" EL. +10' - 4 7/8"
F
E
PEDESTRIAN WALKWAY
4. 36 %
R PLANTE - 10R1/8" NTE PLA11' 11' - 10 1/8"
E
D
6' - 2 3/4" 6' - 2 3/4"
COLUMN BEYOND
3' - 0" 3' - 0"
D
T.O. FINISH T.O. FINISH ELEV.+13'-9" ELEV.+13'-9"
TRASH HOLDING ROOM DOOR
" 8' - 2 7/8 " 8' - 2 7/8 3' - 0" 3' - 0" TER AN TER PL AN L P
FOUNTAIN
C C PLANTER PLANTER
6' - 1 1/4" 6' - 1 1/4"
7' - 9 1/8" 7' - 9 1/8"
CONC. BEAM DEPTH VARIES, FOR UNIFORM 13'-6" HIGH OPENING.
13' - 6"
B B 6 PLANTER 6 PLANTER A6.05 T.O. FINISH A6.05 T.O. FINISH ELEV.+11'-9" ELEV.+11'-9"
T.O. FINISH T.O. FINISH ELEV.+9'-9" ELEV.+9'-9"
7
LEVEL 2 ELEV. 23' - 10"
DRIVEWAY STRUCT SLAB
T.O. FINISH ELEV.+21'-9"
VARIES
5' - 6 1/8 5' - 6 1/8 " "
3' - 6"
1 5/8" PAVERS ON REINF. MORTAR, DRAINAGE BOARD, AND FLUID APPLIED WATER PROOF MEMBRANE
T.O. FINISH T.O. FINISH ELEV.+7'-9" ELEV.+7'-9"
S
7' - 1"
2" E.J.
12" DRIVEWAY CURB
A A PLANTER PLANTER
FOR DETAILS (TYP)
A6.04
ADJACENT PLANTER WALL HEIGHTS (TYP)
1' - 0"1' - 9 1/4"
PEDESTRIAN WALKWAY SECTION SCALE: 1/8" = 1'-0"
Revision Number DATE REVISION 1 3/21/2014 DESIGN REVISION 1
B i s c a y n e b e a c h | 711 N.E. 29TH STREET, MIAMI, FL|2014
A6.04 A6.04
As indicated As indicated TO THE ARCHITECT'S KNOWLEDGE, THESE PLANS COMPLY Author 314 CLAMATIS ST. SUITE 200 WITH MINIMUM STANDARDS OF THE APPLICABLE TO THE ARCHITECT'S KNOWLEDGE, THESE PLANS COMPLY Author CODES AND STANDARDS LIFE SAFETYOF STANDARDS WITH THE MINIMUM THE APPLICABLE WEST PALM BEACH, FLBUILDING 33401 Checker BUILDING CODES AND LIFE SAFETY STANDARDS Checker
SHEET TITLE
SE EN
Comm ISSUE RECORD: SIGNED BY: LAWRENCE S. COHAN FLORIDA ARCHITECT
PERMIT SET, MARCH 21, 2014
Scale Draw Chec
bisc ayn e b ea ch 3
2
30' - 0"
5
1
AGGREGATE SIDE SETBACKS
5a
A
UNIT 2A-P
UNIT 3A-P B
C P.E. #1
STAIR 1
S
UP
FIRE SERVICE ACCESS LOBBY
STACK VAULT #1
S.E. #1
UNIT 2B-P
D
S
P.E. #2
E
UNIT 1D-P F 21
20
19
18
17
16
15
14
12
13
11
10
9
8
G
7 R2
H
STORAGE
GREAT ROOM
S
P.E. #3
S
STAIR 2
R8
STACK VAULT #2
I
S.E. #2 P.E. #6
UP
S
UP
P.E. #4
J
R7
K
TERRACE
LINE OF 7TH FLOOR ABOVE
L
UNDERSIDE OF SLAB ABOVE R6
SPA
POOL
P Q
DN DN
CAB.
CAB.
CAB.
CAB.
CAB.
CAB. R
PARKING COUNT - GARAGE LEVEL 8 Accessible Free Access Tandem Grand total: 94
2 34 58
6a
Level 6- Amenities Level
4a
FIELD-APPLIED SILICONE CORNER BEADS FIELD-APPLIED EXPOXY ADHESIVE AT THE JOINT FACE
SANDED WATERPROOFING MEMBRANE WITH 2" OVERLAP
IMPREGNATED FOAM SEALANT JOINT DUAL FLEX FLASHING
FOR CAP REVEAL SEE LANDSCAPE
FOR CAP AND REVEAL, SEE LANDSCAPE DWGS
PLANTING FILL 4"
STUCCO
CONC. PLANTER WALL
PLANTER
6" MIN. DRAINAGE BED (SEE LANDSCAPE DWG'S FOR PLANTER DRAINAGE)
WATERPROOFING MEMBRANE AND DRAINAGE BD. WITH ROOT BARRIER
PLANTER OR DECK
STRUCTURAL SLAB
HOT RUBBERIZED WATERPROOF MEMBRANE WITH EMBEDDED REINFORCING FABRIC.
HOT RUBBERIZED WATERPROOF MEMBRANE WITH EMBEDDED REINFORCING FABRIC.
DRAINAGE MAT OVER PROTECTION COURSE
FIELD-APPLIED SILICONE CORNER BEADS 1 5/8" PAVERS
FIELD-APPLIED EXPOXY ADHESIVE AT THE JOINT FACE IMPREGNATED FOAM SEALANT JOINT
HOT RUBBERIZED ASPHALT ROOFING MEMBRANE WITH EINFORCING FABRIC.(TYP.)
SLOPED CONCRETE TOPPING SLAB
VULKUM 350, SANDED
DUAL FLEX FLASHING
UNBONDED MORTAR BED 1-1/4" TO 2" MAX. WITH METAL REINFORCING
8"
8"
CONC.CURB
CONC.CURB
HOT RUBBERIZED WATERPROOF MEMBRANE WITH EMBEDDED REINFORCING FABRIC.
DRAINAGE MAT OVER PROTECTION COURSE
3 3/8"
6 A8.09
TYPICAL PLANTER DETAIL- PLANTER TO PLANTER SCALE: 3" = 1'-0"
VULKUM 350,
FIELD-APPLIED SILICONE CORNER BEADS FIELD-APPLIED EXPOXY ADHESIVE AT THE JOINT FACE IMPREGNATED FOAM SEALANT JOINT
2" HOT RUBBERIZED ASPHALT WATERPROOFING MEMBRANE WITH EMBEDDED REINFORCING FABRIC.(TYP.)
EXPANSION JOINT
5 A8.09
DUAL FLEX FLASHING
EXPANSION JOINT ARRIVAL DECK, WITH TOPPING SLAB SCALE: 3" = 1'-0"
CONCRETE MAT FOOTING ON PILES SEE STRUCT DWGS
FIELD-APPLIED SILICONE CORNER BEADS
1 5/8" PAVERS
FIELD-APPLIED EXPOXY ADHESIVE AT THE JOINT FACE IMPREGNATED FOAM SEALANT JOINT
WATERPROOF MEMBRANE
VULKUM 350, SANDED
DUAL FLEX FLASHING
8"
UNBONDED MORTAR BED 1-1/4" TO 2" MAX. WITH METAL REINFORCING
8"
DRAINAGE MAT OVER PROTECTION COURSE
CONC.CURB
2"
2 7/8"
CONC.CURB
FIELD-APPLIED SILICONE CORNER BEADS FIELD-APPLIED EXPOXY ADHESIVE AT THE JOINT FACE
STRUCTURAL SLAB MAY BE LEVEL OR SLOPED SEE FLOOR PLANS FOR THICKNESS AND EXTENSION
2 A8.09
2"
HOT RUBBERIZED ASPHALT WATERPROOFING MEMBRANE WITH EMBEDDED REINFORCING FABRIC.(TYP.)
EXPANSION JOINT
EXPANSION JOINT ARRIVAL DECK, NO TOPPING SLAB SCALE: 3" = 1'-0"
PERFORATED RISER WITH CAP
SANDED WATERPROOFING MEMBRANE WITH 2" OVERLAP
B i s c a y n e b e a c h | 711 N.E. 29TH STREET, MIAMI, FL|2014
bis c ayn e bea ch A
C
B
E
D
F
G
H
J
I
K
L
INDICATION OF ENCLOSED A/C AREA BELOW TO RECEIVE POLYISO. BOARD ON UNDERSIDE OF SLAB
W82
GLASS RAILING AND ALUMINUM CAP RAILING (TYP)
INDICATION OF ENCLOSED A/C AREA BELOW TO RECEIVE POLYISO. BOARD ON UNDERSIDE OF SLAB
W87
W81
SLOPE
SLOPE
W85
SLOPE
W84
W83
2
1
W88
W80
W86
W85
W85
W79
UNIT PH5 W89
W78
SLOPE
1
2
UNIT PH1 W90
P.E. #3 OVERTRAVEL
P.E. #2
W77
3
3 S
4' - 4 1/8"
30' - 2 5/8"
11' - 6"
41' - 11"
EXTERIOR CORRIDOR
4' - 2"
6' - 5 5/8"
15' - 3 1/8" W96 2' - 11"
24' - 5"
4' - 6"
STACK VAULT #1
18' - 2"
W76
ALUMINUM HORIZONTAL TUBE RAIL SEE DETAIL 2/A6.02
5' - 7 3/4"
S-6
UNIT PH6 S-4
19' - 7 5/8" 12' - 9"
9' - 0"
1' - 5 1/2" 4' - 6"
8' - 7"
9' - 2 3/4"
13' - 9"
4' - 9 3/4"
W97
12' - 5"
5' - 3"
W91
P.E. #4
L-14
32' - 0"
11' - 8" 9' - 8"
S.E. #1
STAIR 2
W73
S-3
UP 2' x 4' STAIR PRESSURIZATION SHAFT
W72
STANDPIPE
PRESSURIZED STAIR
STAIR 1 PRESSURIZED STAIR
W92
5' - 11"
2' x 4' STAIR PRESSURIZATION SHAFT
STANDPIPE LOCATION
P.E. #5 OVERTRAVEL
4' - 5"
B A7.02 GLASS RAILING AND ALUMINUM CAP RAIL (TYP)
RAILING
16 A7.01
1 A6.02
E OP SL
SLOPE
5a
UP
W74
14' - 11"
1
CWR, HWR, GAS CHASES
4a
W97.1
1' - 0"
L-14
S-2
5
S-10
STACK VAULT #2
LOUVER, SEE MECH DWGS FOR DETAILS
FIRE SERVICE ACCESS LOBBY
4' - 3 1/2"
S-9
15' - 6"
5' - 6"
4a
1' - 0"
W75
T.C.#1
15' - 9"
S
17' - 4 7/8"
S-4
P.E. #1
6' - 1 1/4"
S
6a W93 W94
A-A A6.01
Level 50- Pent House
5a
5
3
4a
2
w76
w75
1
w77
A
A d12
TERRACE
Gi
KITCHEN SL OPE
BEDROOM 2 Am
X
E SLOP
UNIT PH1
C
w78
TERRACE
6' - 3"
LIVING / DINING
W.I.C.
7' - 5 3/4" 5' - 5"
7' - 5"
BATH 2
w79
PANTRY
5/8"
C
Ai
7'
5"
Gi
-0
w74
11' - 2"
d12
Ami
Ai
5'
5"
5"
D
Am
w73
Ac
Ci
8' - 9"
PRIVATE FOYER
Di
A/C
Di
Gi
13' - 4"
HIS
Ci
Bm
HERS 6' - 10"
13' - 2 1/2"
7"
U-18
S
3' - 0"
5" 3' - 10 3/8"
U-5
HALL 1393
U-5
1391
STACK VAULT #1
Ai w82
Am
5"
Ac
6" WIDE CONDUIT CHASE STAIR 1 PRESSURIZATION SHAFT
6' - 2"
12' - 11"
4' - 0"
7"
5' - 11"
1390
PH1
BEDROOM 3
U-24
1389
1388
D
UP
CL.
BATH 3
1387
5"
2' - 5"
PH5
U-19 Bci
Ami
Ac Aci
7"
Dmi
5"
BATH 4
5' - 1 5/8"
U-19 Gi
CONDENSING WATER, HOT AND COLD WATER RISER CHASE
U-6
A
Am
Bmi Bmi
S
U-5
5"
U-6
SEE ELECTRICAL DWGS
8' - 5"
S.E. #1 STAIR 1 STANDPIPE AND DRAIN RISER, REFER TO FIRE PROTECTION DWGS.
"WONCOTE" VENEER PLASTER FINISH ON ROUND COLUMNS, TYP.
5" Ai
5" Ai
3' - 6"
BEDROOM 4
T.C.#1
D
5' - 4"
5"
11' - 0"
W97
FIRE SERVICE ACCESS LOBBY
Ami
11' - 0"
Gi
UP
16 A7.01
Aci
1396 U-13
3" S-6
S-4
5"
A Ci
STAIR 1
8' - 7"
LIGHT TEXTURED STUCCO FINISH
5"
S-9
6' - 2 5/8"
5' - 5 3/4"
S-2
1394
Bci
CL.
Ci
PRESSURIZATION STAIR- SEE A7.01
w81
MASTER BEDROOM 2
U-18
Ai
5"
Gi
U-18 U-7
1395
3"
7' - 4"
U-1
C Ci
Ki
1398
Ai
Fi
Ki
7"
3"
10' - 10 1/2" UTILITY ROOM
5"
Gi
9' - 1"
7' - 5 1/2"
P.E. #1
6' - 6 1/2"
Dmi
BATH 3
5"
7' - 1"
Am
1' - 6"
W.I.C. BEDROOM 3
3"
23' - 10 1/2" 6 1/2"
3' - 5"
A w72
C
MASTER BEDROOM
10' - 0 1/2"
5"
3' - 6"
8' - 11"
MASTER BATH
HERS
11' - 4"
7' - 0"
P.R.
CL.
3 1/4"
7"
5' - 10 1/2"
11' - 6"
5"
7"
4' - 8"
2' - 11"
5"
16' - 3 5/8"
4' - 1 1/2"
Aci
Aci
5/8"
w80
Bm
HIS GALLERY
Ai
3' - 3
45.0째
- 8"
45.0째
A
DEN / FAMILY
Gi
B
145.0째
S
B
Gi
Ai
S
UP UP UP
d12
S
S
5"
S
U-5 A
PH6 w83
5a
3
2
1
PENTHOUSE LEVEL 50 - TOWER NORTH FLOOR PLAN SCALE: 1/4" = 1'-0"
5a
4a
5
3
2
1
CEILING FIXTURE LEGEND RECESSED DOWNLIGHT SURFACE MOUNTED LIGHT WALL MOUNTED LIGHT A
J
JUNCTION BOX EXIT LIGHT
8' - 2" 7' - 1 5/8"
7' - 11"
J
RECESSED DOWN LIGHT - PINSPOT RECESSED DOWNLIGHT - WALL WASHER
8' - 5"
FLUORESCENT LIGHT J
J
EQ
1456
W.I.C.
1' - 0"
2' - 2"
J
LIVING / DINING
UNIT P1
KITCHEN
SUPPLY AIR DIFFUSER
8' - 1"
EQ
BATH 2
SUPPLY AIR DIFFUSER RETURN AIR GRILLE 8" DRAPERY POCKET
6' - 4"
1419
SPEAKER
S
9' - 2 1/2"
1421
SMOKE DETECTOR
SD
1443
8' - 3"
5' - 10"
1418
14' - 8 1/2"
BEDROOM 2
RETURN AIR GRILLE SPRINKLER HEAD
2' 1' - 2 3/8"
" - 10
PANTRY
6' - 3 1/2"
1448
2' - 9 7/8"
WALL SPRINKLER HEAD EXHAUST FAN
5'
EQ
ACCESS PANEL
- 2"
1441
EQ
P.R.
3' - 9"
EQ
HIS
1447
1442
2' - 4"
1407
15' - 10 5/8"
2' - 0"
GALLERY
MASTER BEDROOM
3' - 4"
1422
MASTER BATH
5' - 4 5/8"
1416
3' - 8"
1449
1409
HIS
J
5' - 1"
1425
12' - 8" H. CLG.
1' - 0"
13' - 8 1/2" H. CLG.
A/C
3' - 1" 2' - 4"
S
1395
EQ
MASTER BEDROOM 2
EQ
8' - 5"
13'-0" OR 13'-8 1/2" ABOVE SLAB (SEE PLAN) 12'-8" ABOVE SLAB (1-HR RATED CEILING)
13' - 8 1/2" H. CLG.
3" POLYISO. BOARD
EQ
4' - 0"
12'-8" ABOVE SLAB
J
1394
2' - 11"
3' - 4"
SMOOTH PLASTER FINISH @ UNDERSIDE OF SLAB
9' - 4"
1397
3' - 6 1/2" 6' - 2"
CEILING LEGEND
2' - 4"
MASTER BATH 2
1424
HERS
C
3' - 0"
12' - 8" H. CLG.
1398
UTILITY ROOM
9' - 1"
P.E. #1
1408
4' - 10"
STAIR 1 FIRE SERVICE ACCESS LOBBY
2' - 1"
4' - 10" J
STACK VAULT #1
HALL
BEDROOM 4
1393
1391
EQ
T.C.#1 S.E. #1
BEDROOM 3
BATH 3
EQ
EQ
HATCH INDICATES 3" THICK (R-6.5 PER INCH) POLYISOCYANURATE FOAM INSULATION BOARD TO BE APPLIED ON UNDERSIDE OF STRUCT. SLAB BELOW UNENCLOSED TERRACE AREA ABOVE
D
PH1
UP
1389
1390
1' - 9"
EQ
EQ
EQ
EQ
PH5
8" DRAPERY POCKET
1' - 0"
EQ
J
13' - 8 1/2" H. CLG.
S
CL.
BATH 4
2' - 0"
1387
1388
6' - 5"
6' - 3 1/2"
PRIVATE FOYER
BATH 3
8' - 4"
2' - 4"
1. ALL CEILING HEIGHTS ARE MEASURED FROM THE CONCRETE SLAB. 2. NO COMBUSTIBLE MATERIALS ALLOWED IN RETURN AIR PLENUMS. 3. REFER TO ELECTRICAL, MECHANICAL AND FIRE PROTECTION DRAWINGS.
J
EQ
1' - 6"
3' - 5"
6' - 7" J
BEDROOM 3
NOTES:
EQ EQ
EQ
3' - 11"
1' - 0"
1444
3' - 6"
9' - 6"
HERS
EQ
INDICATION OF FINISHED CEILING HEIGHT
8'-2" H. CLG
5' - 8"
1423
3' - 2"
3' - 4"
CL.
1446
EQ
W.I.C.
HATCH INDICATES 3" THICK (R-6.5 PER INCH) POLYISOCYANURATE FOAM INSULATION BOARD TO BE APPLIED ON UNDERSIDE OF STRUCT. SLAB BELOW UNENCLOSED TERRACE AREA ABOVE
7' - 10"
EQ
6' - 0"
DEN / FAMILY
5/8"
10"
2' - 2
6' - 0"
2' - 5"
J
1' - 6"
B
S S S
UP UP UP
S
S
1 A4.19
4a
5
PH6
1 A4.19A
PENTHOUSE LEVEL 50 NORTH RCP_1/4" SCALE: 1/4" = 1'-0"
B i s c a y n e b e a c h | 711 N.E. 29TH STREET, MIAMI, FL|2014 PERMIT SET, MARCH 21, 2014
w at e r club
WATER CLUB is located in 7.004 acres, bounded by Lake Worth Lagoon on the East, US1 on the West, North of McClaren Road. twin 19-story con-
SITE DATA TABLE TOWNSHIP, SECTION, RANGE:
TOWNSHIP 42S, SECTION 4, RANGE 43E
ZONING:
R-3 (PUD)
dominium towers and 20 luxurious villa residences
EXISTING LANDUSE:
MEDIUM DENSITY RESIDENTIAL (MDR)
all tucked along the scenic waterfront. Amenities
PROPOSED LANDUSE:
MEDIUM DENSITY RESIDENTIAL (MDR)
areas including a Residents Club with two pools
PROPOSED 3-BEDROOM TOWER UNITS:
42 UNITS
and boats slips.
PROPOSED 2-BEDROOM TOWER UNITS:
104 UNITS
The two towers have a zig-zag shape in their floor
PROPOSED TOTAL BEDROOM TOWER UNITS:
146 UNITS
plan, to maximize the astonishing views and bay
PROPOSED 3-BEDROOM TOWNHOME (VILLA) UNITS:
20 UNITS
breeze coming into the residences.
TOTAL DWELLING UNITS:
166 TOTAL UNITS
w a t e r c lub
VILLAGE OF NORTH PALM BEACH, PALM BEACH, FL|2014
LAKE WORTH
WATER CLUB
LOT COVERAGE: PERMITTED : (R-3 ZONING) 35.0% PROPOSED BUILDINGS: TOWNHOMES:
10.80% 32,944 SF / 0.756 AC
TOWERS:
7.99% 24,450 SF / 0.561 AC
GUARDHOUSE:
0.11% 338 SF / 0.008 AC
SALES CENTER:
0.47% 1,440 SF / 0.033 AC
TOTAL LOT COVERAGE:
19.43% 59,172 SF / 1.36 AC
OPEN SPACE: PERVIOUS:
42.14% 2.95 AC
SIDEWALK / HARDSCAPE:
15.14% 1.06 AC
TOTAL PROVIDED (PERVIOUS + HARDSCAPE):
57.29% 4.01 AC
wate r c lub
SETBACKS TOWERS
R-3 ZONING
REQUIRED
PROPOSED
SIDE SETBACK (SOUTH PROP-
FRONT SETBACK (US 1)
100’ BASE + 5’ FOR
185’ MIN.
192.3’
ERTY LINE)
10’ BASE
10’ MIN.
14.3’
STORIES 3-19
REAR SETBACK (LAKE WORTH)
20’ BASE
20’ MIN.
20.0’
SIDE SETBACK (NORTH PROPERTY
10’ BASE + 5’ FOR
VILLAS (3-STORY)
R-3 ZONING
REQUIRED
PROPOSED
LINE)
STORIES 3-19
FRONT SETBACK (US 1)
100’ BASE + 5’ FOR
105’ MIN.
399.5’
SIDE SETBACK (SOUTH PROPERTY
10’ BASE + 5’ FOR
LINE)
STORIES 3-19
15’ MIN.
47.8’
REAR SETBACK (LAKE WORTH)
20’ BASE + 5’ FOR
15’ MIN.
62.9’
25’ MIN.
50.1’
95’ MIN. 95’ MIN. 105’ MIN.
95.0’
STORY 3
95.0’ 202.3’
STORIES 3-19
SIDE SETBACK (NORTH PROP-
10’ BASE + 5’ FOR
ERTY LINE)
STORY 3
SIDE SETBACK (SOUTH PROP-
10’ BASE + 5’ FOR
VILLAS (2-STORY)
R-3 ZONING
REQUIRED
PROPOSED
ERTY LINE)
STORY 3
FRONT SETBACK (US 1)
100’ BASE
100’ MIN.
346.3’
REAR SETBACK (LAKE WORTH)
20’ BASE + 5’ FOR
SIDE SETBACK (NORTH PROP. LINE)
10’ BASE
10’ MIN.
10.0’
STORY 3
Unit A 3 BD +4 BATH, STUDYBC ARCHITECTS AIA, INC. 127' - 3"
Enclosed A/C
A6.01
38' - 6 3/8"
13' - 10 3/8"
UNIT D
POWDER RM MASTER BATHROOM W.I.C.
LAUNDRY
18' - 5"
2 A7.03
S15
P.E. 2
R.O. 6' - 6 3/4"
2' - 4" R.O.
2' - 0"
TERRACE
W
2' - 0" 4' - 6"
D11 A8.02
HALL
S19
N18
14X35
MASTER BATHROOM
BATH 3
FIRE SERVICE ACCESS LOBBY 2
W.I.C.
T.C. 2
3' - 8 1/2"
W.I.C.
STAIR 4
W.I.C.
S22 16X28
1' - 4"
STUDY
D12 A8.02
W1 A8.02
8' - 7"
BEDROOM 2
TERRACE
S23 ROUND
16' - 10"
W2 A8.02
BATH 2
10 A7.03
4' - 0" 17' - 1"
2 BD + 3 BATH, STUDY
W3 A8.02
24X24
S20
14X35
W.I.C. 2
6' - 7 1/2" 8' - 7 1/2"
W2 A8.02
D
BEDROOM 2
S21 24X24
2282
Unit D
W4 A8.02
LAUNDRY
S.E. 2
W19 A8.02
7'-0" R.O.
FOYER
UNIT D LOBBY
W.I.C.
W19 A8.02
DATE REVISIONS 319
NO.
Grand Total
D1 A8.02
MASTER BEDROOM
UNIT C LOBBY
BATH 2
Terrace
1963
701 S. OLIVE AVE WEST PALM BEACH, FL 33401
N16
4 A7.09
W20 A8.02
KOLTER URBAN
24X24
STUDY
W21 A8.02
1' - 4 5/8"
2' - 4" R.O.
32' - 3 1/2"
3' - 0"
STAIR 3
14X48
18' - 1"
9' - 8"
DINING ROOM
A/C
6' - 6" R.O.
TERRACE
UP
7' - 9 1/4"
10' - 10"
2' - 8"
21' - 4"
16X28
6' - 6" R.O.
7' - 7"
W20 A8.02
2' - 11"
3' - 0"
S17
KITCHEN
W/H
STAIR 2
2' - 8"
5' - 1"
8' - 2 1/8"
5' - 11 7/8"
DN 2' - 0" R.O.
ELEC. CL. 2
2' - 0"
D2 A8.02
11' - 8 3/8"
D
OWNER:
STUDY
W22 A8.02 9' - 6"
W23 A8.02 14' - 5 1/2"
Enclosed A/C
1950
Terrace Grand Total
360 2310
SIGNED BY:
VANESSA A. JIMENEZ FLORIDA ARCHITECT
ISSUE RECORD: PERMIT ISSUE
10' - 3 1/4"
W
3' - 6"
D10 A8.02
W5 A8.02
2 A7.02
1' - 4"
BEDROOM 2
D10 A8.02
CONDOMINIUM 2063
Enclosed A/C
S12 ROUND
8"
T.C. 1
D3 A8.02
LIVING ROOM
S13 24X24
STUDY
25' - 0 1/2"
BATH 2 CL
ELEC. CL. 1
15' - 11"
A/C
W
6' - 3" R.O.
D
8"
S11 14X35
BATH 3
7' - 6" R.O.
S14
MASTER BEDROOM
LAUNDRY
FIRE SERVICE ACCESS LOBBY 1
11' - 4 1/8"
3' - 0"
D9 A8.02
S10 14X35
2' - 0"
1' - 4".
W.I.C. 3
W6 A8.02 16' - 9"
5' - 6 1/8"
W19 A8.02
D4 A8.02
W.I.C.
4' - 5"
BEDROOM 3
2 BD + 2.5 BATH,
12'-2 5/8".
18x30
THE WATER 1728 CLUB 335
Unit C 30' - 1 1/8"
W7 A8.02
KITCHEN DINING ROOM
HALL S.E. 1
DESIGN ARCHITECT
NORTH PALM BEACH FLORIDA
D5 A8.02
W5 A8.02
CL
W.I.C. 2
S8 ROUND
7' - 7"
152' - 0"
UNIT B LOBBY
3' - 0"
8' - 2"
UNIT A LOBBY
UNIT C
GALLERY
7' - 2" R.O.
20 24x30
MASTER BATHROOM
ARCHITECTS 42 N Swinton Ave Delray Beach Florida 33444
Grand Total D5 A8.02
LIVING ROOM
FOYER
1' - 0 1/4"
10"
3' - 9 1/2"
HALL
S9
W19 A8.02
2'-4" R.O.
2' - 4" R.O.
BATH 2
W9 A8.02
6' - 0 1/2"
44' - 3 1/4"
BEDROOM 2
13' - 7".
W8 A8.02
GALLERY
POWDER ROOM
STAIR 1
P.E. 1
24X24
14' - 4 1/2" R.O.
W9 A8.02
BATH 4 STUDY
Terrace
27' - 11 1/2"
MASTER BEDROOM
W16 A8.02
4'-0" R.O.
D6 A8.02
8' - 0"
GALLERY
Enclosed A/C
D7 A8.02
W10 A8.02
8' - 3 1/2"
L
FOYER
W18 A8.02
7' - 6"
SW
D
24X24
TERRACE
KITCHEN
W
W.I.C.
S7
3' - 10 1/4"
W17 A8.02
11' - 4" R.O.
4' - 8"
7' - 5 3/8"
12' - 5 1/4"
95' - 5 1/2"
W2 A8.02
DINING ROOM
7' - 0" R.O.
8".
3' - 0"
8" 6' - 8" R.O. 8"
5 A7.01
STUDY
ROUND
4' - 9"
LIVING ROOM
8". 3' - 0"
8' - 0"
W15 A8.02
S5
D7 A8.02
UNIT B
DINING ROOM
KITCHEN
2 BD + 2.5 BATH,
2' - 0"
W11 A8.02
MASTER BATHROOM
Unit D 2 BD + 3 BATH, STUDY Enclosed A/C 1950 Terrace 360 Grand Total 2310
14' - 7"
8' - 6"
S4 16x24
3053
Unit B
30' - 8 1/8" 16' - 1" R.O.
4' - 0"
W12 A8.02
LIVING ROOM
BC ARCHITECTS 2014 ALL RIGHTS RESERVED
R ANDALL STOFFT
Unit C 2 BD + 2.5 BATH, STUDY Enclosed A/C 1963 Terrace 319 Grand Total 2282
BB A6.02
8' - 9 3/4"
3' - 8" 15' - 1 1/2"
22' - 5 1/2"
20' - 10 3/8"
14X4'-11"
MASTER BEDROOM
UNIT A
W2 A8.02
2' - 7"
S2
S3 16x24
C
ARCHITECT
Grand Total
ROUND
D8 A8.02
Firm License Number: AA0003360
444
Unit B 2 BD + 2.5 BATH, STUDY Enclosed A/C 1728 Terrace 335 Grand Total 2063
S1
W13 A8.02
W14 A8.02
2609
Tel. 305.663.8182 Fax 305.663.8882
Terrace
24' - 9 3/8"
5' - 1" R.O.
8' - 3 1/2"
13' - 9"
4942 LEJEUNE ROAD SUITE 200 CORAL GABLES, FLORIDA 33146
Unit A 3 BD +4 BATH, STUDY Enclosed A/C 2609 Terrace 444 Grand Total 3053
AA
05-30-2014
100% CD
BCA Comm. Num.:
4' - 3 1/2"
33' - 5"
1/8" = 1'-0"
Drawn:
DG Checker
Checked:
130' - 7"
1202.02
Scale:
SHEET TITLE
TOWER 1 TYPICAL FLOOR PLAN 1 A2.10A
TOWER 1 TYPICAL LEVEL 1/8"_CD SCALE: 1/8" = 1'-0" SHEET No.
TOWER 1- TYPPICAL LEVEL
A2.10A PERMIT SET 05-30-2014
TO THE ARCHITECT'S KNOWLEDGE, THESE PLANS COMPLY WITH THE MINIMUM STANDARDS OF THE APPLICABLE BUILDING CODES AND LIFE SAFETY STANDARDS
w a t e r c lub
S1 ROUND
24' - 9 3/8"
UNIT TERRACE
11' - 10 3/8"
STEP LIGHT, INSTALLED AT 2'-0" A.F.F., TYP.
BC ARCHITECTS AIA, INC
6"
UNIT TERRACE
3' - 3"
6' - 9"
Gi
4942 LEJEUNE ROAD SUITE 20 CORAL GABLES, FLORIDA 3314
8"
Gi
6"
S3 Gi
13' - 1 3/8"
Di
Firm License Number: AA0003360
7' - 0"
J
MASTER BEDROOM
Tel. 305.663.8182 Fax 305.663.8882
3' - 5"
5' - 8"
3' - 0"
Gi
LIVING ROOM
13' - 4"
5"
21' - 2 7/8"
8' - 5"
3' - 8"
5"
10"
J
MASTER BEDROOM
3"
5 1/2"
R ANDALL STOFFT
LIVING ROOM
ARCHITECTS
PENTHOUSE CEILING HEIGHTS
Ci
5"
BC ARCHITECTS 2014 ALL RIGHTS RESERVED
ARCHITECT
Gi Ai
4"
C
6' - 0"
16x24
EQ Ai
7' - 1 3/4" 4"
7' - 9"
EQ EQ
2' - 6" 2' - 1"
3' - 0"
4' - 5"
1' - 5"
7' - 1"
2' - 4" 2' - 6"
1' - 9" 4' - 0"
7' - 10"
5' - 6"
1' - 4" 8"
3' - 0"
7' - 8"
1' - 9"
EQ
1' - 0"
7' - 0"
SPRINKLER HEAD WALL SPRINKLER HEAD EXHAUST FAN
SD
ACCESS PANEL 8'-2" H. CLG
3 1/2" 2' - 6 1/2"
EQ
BEDROOM 3
EQ EQ
Ig
EQ
EQ
PH UNIT BC
T.C. 1
S-11
VANESSA A. JIMENEZ FLORIDA ARCHITECT
Cci
ELEC. CL. 1 Ig
3' - 3" LOUVERED EXHAUST VENT CENTERED WITH STEP LIGHT BELOW
S-2
DN STAIR #2 STANDPIPE AND RISER REFER TO FIRE PROTECTION DRAWINGS
BATH 3
EQ
Ig
ISSUE RECORD: PERMIT ISSUE
1' - 4"
STAIR #3 STANDPIPE AND RISER REFER TO FIRE PROTECTION DRAWINGS
STAIR 2
5/30/2014 5:19:00 PM
TOWER 1 PENTHOUSE UNIT A FLOOR PLAN_1/4" SCALE: 1/4" = 1'-0"
1202.02
As indicated
Drawn:
Author Checker
Checked: SHEET TITLE
S17
1
BCA Comm. Num.: Scale:
STAIR 2
TOWER 1 PH UNIT A FLOOR PLAN & REFLECTED CEILING PLAN
16X28
A4.17
05-30-2014
100% CD
PH UNIT D
EQ
Cc
ELEC. CL. 1
2' - 7"
Cc
3' - 0" 3"
SIGNED BY:
S
5" 5"
Ig
1. ALL CEILING HEIGHTS ARE MEASURED FROM THE CONCRETE SLAB. 2. NO COMBUSTIBLE MATERIALS ALLOWED IN THE RETURN AIR PLENUM. 3. REFER TO ELECTRICAL, MECHANICAL AND FIRE PROTECTION DRAWINGS.
PH UNIT A
7' - 1 3/4"
3' - 2 1/2"
BATH 3
Gi
EQ
SD
5 1/2" 3' - 7 5/8"
3 1/2"
INDICATION OF FINISHED CEILING HEIGHT
NOTES:
W.I.C. 3
ELECTRIC PANEL
1' - 0"
4' - 6 7/8"
Dmi
6' - 6"
S-4
3' - 6"
Gmi
3 1/2" 2' - 3 3/4"
Ig 4' - 9 3/8"
Y2
3"
U-6
8" 15' - 11"
14X35
9' - 11"
LOUVERED EXHAUST VENT
J
T.C. 1 Am
5' - 4 1/8"
8" 1' - 4"
Gi
3"
5" 4' - 4"
A7.10
S14
S11
7 A7.08
4' - 3 3/4"
Di
Di
7
24X24
S10 14X35
Y2
6"
5' - 9"
15' - 11"
Gi
5 1/2"
W.I.C. 3 A
5' - 0 1/4"
11' - 11"
8"
U-7
6 7/8"
4' - 8 1/2"
5' - 0"
5"
BEDROOM 3
S
5' - 3"
14' - 0 7/8"
Gi
Lmi
18' - 1 1/2"
15' - 7"
5"
2' - 6"
EQ S
Gi
18x30
REVISIONS
RETURN AIR GRILLE RECESSED DIRECTIONAL LIGHT SHINING ON ELEVATOR THRESHOLD, (TYP).
HALL
Hi
U-5 Gi
S9
CL
S.E. 1
Y2
DATE
RETURN AIR GRILLE
EQ
Hi
1' - 1"
NO.
SUPPLY AIR DIFFUSER
EQ
Ai
3' - 7"
Hmi
S
EQ
3' - 6"
4' - 6"
3' - 6"
A
W.I.C. 2
U-2d
Hi
UNIT A LOBBY
2' - 9"
J
1' - 0"
701 S. OLIVE AVE WEST PALM BEACH, FL 33401
FIRE ALARM SPEAKER FIRE ALARM SPEAKER STROBE
3' - 0 1/4"
1' - 6"
3' - 9"
2' - 3"
SMOKE DETECTOR
S
1' - 0"
BATH 2
U-2
5"
EQ
BEDROOM 2
UNIT A LOBBY
EQ
SD
STAIR #3 STANDPIPE AND RISER REFER TO FIRE PROTECTION DRAWINGS
SUPPLY AIR DIFFUSER
EQ
U-11
EQ
J
EQ
5" 5' - 5 3/4" 5" 5"
3' - 4"
CL
4' - 2" Gi
Ai
P.E. 1
8"
Gi
Ai
4"
U-7
Y2
6' - 0"
7' - 8"
6" 5' - 8"
W.I.C. 2
4" (A) RWL
Gi
U-1
5"
HALL
2' - 0"
5"
5"
7"
B
5' - 6 3/4"
Ai
5" 3' - 4" 5"
13' - 3 3/4"
BEDROOM 2
Ai
PENDANT LIGHT
3' - 1"
EQ
5"
8' - 3"
BATH 2 U-6
5 1/2"
5" Am
EQ
S
7' - 10 3/4"
KOLTER URBAN
EXTERIOR STEP LIGHT TO BE MOUNTED 2'-0" A.F.F.
FOYER
EQ
S
6' - 4"
EQ
2' - 2"
S-2
2' - 10"
5"
1' - 0"
J
STUDY
EQ
3' - 7"
U-3
BATH 4
6"
EQ
A
2' - 7"
OWNER:
RECESSED DOWNLIGHT - WALL WASHER FLUORESCENT LIGHT
MECH.
7' - 0"
Ci
3' - 0"
1' - 0"
5"
RECESSED DOWN LIGHT - PINSPOT
EQ
EQ
UP STAIR #1 STANDPIPE AND RISER REFER TO FIRE PROTECTION DRAWINGS
FOYER
1' - 3"
JUNCTION BOX EXIT LIGHT
1' - 0"
EQ
8" 3' - 11"
Aci Aci
5"
5"
12' - 3 3/8"
EQ
5' - 1"
EQ
5"
Ai
Gi
EQ EQ
Ci
3" 5"
OPTIONAL POCKET DOOR
J
NORTH PALM BEACH FLORIDA
WALL MOUNTED LIGHT
J
GALLERY
LAUNDRY
4' - 11"
Bmi
7"
Ai
6' - 2"
S
D
W
EQ
7"
4' - 2"
Am
3' - 10"
1' - 0"
6' - 0"
8"
U-6
14' - 4 3/8"
8"
2' - 1"
2' - 2"
5" 3' - 2" 5"
Ami
Bm
W.I.C.
SURFACE MOUNTED LIGHT
2' - 2"
3' - 5"
GALLERY
CONDOMINIUM
RECESSED DOWNLIGHT
4' - 2"
U-8
Ami
CEILING FIXTURE LEGEND
S
St-68
3' - 6" 5"
BATH 4
2' - 6" 1' - 0"
1' - 2"
LAUNDRY
5"
6' - 3" 5"
10' - 10"
STUDY
Gi
Ami 4' - 7"
7"
DINING ROOM
6"
4' - 2 1/2"
9"
6' - 3"
8' - 10" 5"
Ai
L
Ami
MECH. Gi
SW
5"
Dm
Am
Gi
24X24
D
W
7' - 2"
Ami
3' - 5"
5"
W.I.C.
7' - 0"
7"
7' - 0"
Gi S7
7"
C
9' - 3 3/8"
5' - 6"
5"
4' - 0"
C
6 1/2"
Ci G
Am
J
EQ
5"
6' - 0"
G
REF
THE WATER CLUB
10'-0 CLG HT. SMOOTH PLASTER FINISH @ UNDERSIDE OF SLAB
5' - 0"
J
J
1' - 9" 9"
1' - 0"
11 A7.01
Cm
U-12
8"
6' - 0"
6' - 5"
3' - 8" Gm
4' - 4" 3 3/8"
2' - 6"
10' - 7"
KITCHEN 4' - 8"
J
5' - 8 1/8"
KITCHEN
Gi
Bm
2' - 8"
5' - 6"
6" CURTAIN POCKET
11' - 0"
1' - 0 1/2"
3 3/8" 5"
2' - 7"
8' - 0"
DINING ROOM
13' - 10"
Ami
3' - 4 1/2"
Gi
1' - 6"
RETURN AIR PLENUM 6"
7"
5' - 5" 5"
6' - 5 1/4"
1' - 8 1/2"
DESIGN ARCHITECT
9'-0" CLG. HT.
MASTER BATHROOM
DW
3' - 8"
2' - 0"
MASTER BATHROOM
Gi
EQ
2' - 1"
2' - 2" OVEN 5"
2' - 10 3/8"
9'-4" A.F.F.
5"
3' - 9"
5" (B) RWL
4' - 8"
5"
EQ
8'-8" A.F.F.
3' - 8"
U-5
Aci Gi
29' - 8"
S4 16x24
3"
5"
42 N Swinton Ave Delray Beach Florida 33444
Ai
Ami
U-12
2 A4.17
SHEET No.
TOWER 1 PENTHOUSE UNIT A REFELECTED CEILING PLAN_1/4"
A4.17
SCALE: 1/4" = 1'-0"
PERMIT SET 05-30-2014
TO THE ARCHITECT'S KNOWLEDGE, THESE PLANS COMP WITH THE MINIMUM STANDARDS OF THE APPLICABLE BUILDING CODES AND LIFE SAFETY STANDARDS
13
11 1' - 4"
16' - 3 1/2"
1' - 0"
A7.01
A7.01
T.O. LOW ELEV. SHAFT ROOF ELEV.237' - 6"
1' - 2"
T.O. LOW ELEV. SHAFT ROOF ELEV.237' - 6"
2' - 10"
ROOF ELEV.227' - 1"
7"
1' - 4"
5' - 6"
4' - 7 1/2"
11' - 2 1/2" 2' - 10"
2' - 10"
HANDRAIL
SCALE: 1/4" = 1'-0"
10' - 8 1/2"
STAIR 1 GARAGE LEVEL 1 EXIT TO CLUB LEVEL (+11'-0")
10' - 8 1/2"
1
SCALE: 1/4" = 1'-0"
(4'-3" CLR.)
8"
DESIGN ARCHITECT
17' - 3 1/2"
8"
8
STAIR 1_(PENTHOUSE) 21ST FLOOR
4' - 8"
7' - 4"
4' - 7 1/2"
7' - 4"
3
4' - 1"
10' - 2 1/2" 10' - 2 1/2"
1' - 2"
HANDRAIL
4' - 5"
DN
11
3' - 6"
16' - 7 1/2"
8"
1' - 0"
17' - 3 1/2"
6
SCALE: 1/4" = 1'-0"
9
STAIR 1_15TH-19TH FLOOR SCALE: 1/4" = 1'-0"
STAIR 1_(PENTHOUSE) 22ND FLOOR SCALE: 1/4" = 1'-0"
A7.01
NO.
DATE
REVISIONS
14TH FLOOR ELEV.133' - 7" 5TH FLOOR ELEV.51' - 11"
(TYPICAL) 4TH FLOOR ELEV.41' - 8 1/2" 8 R @ 6 13/16"
A7.01
701 S. OLIVE AVE WEST PALM BEACH, FL 33401
INT. LANDING ELEV. +46' - 9 3/4"
8"
(4'-2 1/2" CLR.)
STAIR 1_LOBBY 3RD FLOOR-LOWER LEVEL
9 R @ 6 13/16"
+216' - 3"
A7.01
1' - 0"
4' - 7 1/2"
(3'-8" CLR.)
8"
1' - 2"
UP
8' - 6"
4' - 1"
(3'-8" CLR.)
4"
8' - 6"
DN
1' - 2"
1' - 2" 9 TREADS @ 11"
KOLTER URBAN
9 R @ 6 13/16"
4' - 4" (3'-11" CLR)
8 TREADS @ 11"
11 A7.01
1' - 2"
OWNER:
INT. LANDING ELEV. +148' - 10 3/4"
INT. LANDING ELEV. +138' - 8 1/4"
8"
1' - 2"
1' - 0"
1' - 2"
UP
4' - 1"
4' - 1"
8 TREADS @ 11"
UP
1' - 2" 8 TREADS @ 11"
1' - 0"
4' - 1"
+27' - 0"
1' - 2"
4"
8' - 6"
+32' - 1 1/8"
4' - 8" (4'-3" CLR.)
3' - 4"
(3'-8" CLR.)
1' - 2" 8 TREADS @11"
DN
(3'-8" CLR.)
1' - 2"
12' - 7 1/2"
(4'- 2 1/2" CLR.)
1' - 0"
1' - 2"
(4'- 3" CLR.)
9 R @ 6 13/16"
1' - 0"
(3'-8" CLR.)
16' - 3 1/2"
NORTH PALM BEACH FLORIDA
15TH FLOOR ELEV.143' - 9 1/2"
SCALE: 1/4" = 1'-0" HANDRAIL
A7.01
3' - 6"
SCALE: 1/4" = 1'-0"
2' - 10"
STAIR 1_(TYPICAL) 4TH-14TH FLOOR
3' - 4"
GUARDRAIL
A7.01
1' - 4"
A7.01
9 R @ 6 13/16"
8"
1' - 0"
9 R @ 6 13/16"
16' - 3 1/2"
GUARDRAIL 2' - 10"
5
SCALE: 1/4" = 1'-0"
11
10' - 2 1/2"
8"
1' - 4"
4' - 7 1/2" (4'-2 1/2" CLR.)
STAIR 1_GARAGE 2ND FLOOR
A7.01
HANDRAIL
3' - 6"
DN 1' - 2"
2' - 10"
1' - 2"
16TH FLOOR ELEV.154' - 0"
GUARDRAIL
8 TREADS @ 11"
11 A7.01
CONDOMINIUM
4' - 1" +205' - 6 1/2"
+211' - 2 1/8"
THE WATER CLUB
(TYPICAL) 20TH FLOOR ELEV.194' - 10"
UP
4' - 1"
4" 4' - 1"
(3'-8" CLR.)
1' - 2"
4"
1' - 2" 9 TREADS @ 11"
8' - 6"
4' - 1"
(3'-8" CLR.)
(3'-8" CLR.)
8' - 6"
DN
1' - 2"
11
4"
3' - 4" 1' - 2"
ARCHITECTS
INT. LANDING ELEV. +211' - 2 1/8"
10 R @ 6 3/4"
4' - 8"
9 R @ 6 13/16"
7' - 4"
UP
8 TREADS @ 11"
1' - 0"
4' - 4"
1' - 2"
8 TREADS @ 11"
A7.01
8' - 3"
(3' 11 1/2" CLR)
3' - 4"
1' - 2"
1' - 2"
1' - 2"
4' - 4 1/2"
1' - 0"
8 TREADS @ 11"
(3'-11" CLR.)
A7.01
4' - 7 1/2" (4'-2 1/2" CLR)
1' - 2"
4"
+21' - 9"
UP
11
2
4' - 1"
+16' - 6"
4' - 1"
8' - 6"
1' - 2" 7 TREADS @11"
(3'-8" CLR.)
1' - 2" DN
A7.01
7' - 4"
(3'-11" CLR)
4"
4' - 4"
1' - 0"
1' - 2"
16' - 3 1/2"
R ANDALL STOFFT 42 N Swinton Ave Delray Beach Florida 33444
INT. LANDING ELEV. +200' - 5 5/8"
1' - 4"
BC ARCHITECTS 2014 ALL RIGHTS RESERVED
ARCHITECT
(PENTHOUSE) 21ST FLOOR ELEV.205' - 6 1/2"
A7.01
A7.01
C
10 R @ 6 3/4"
A7.01 12
GUARDRAIL
STAIR #1 FROM GAR. LV. 1 TO CLUB LV 2' - 10"
12
HANDRAIL 3' - 6"
3' - 6"
+11' - 0"
GUARDRAIL
3' - 2"
2' - 10"
HANDRAIL
7' - 0"
GARAGE 1ST FLOOR ELEV.7' - 10"
Firm License Number: AA0003360
(PENTHOUSE) 22ND FLOOR ELEV.216' - 3"
6 R @ 6 5/16"
5' - 0"
EL. +7' - 10"
CLUB LEVEL
Tel. 305.663.8182 Fax 305.663.8882
0"
SCALE: 1/4" = 1'-0" 3' - 6"
A7.01
GUARDRAIL
STAIR #1 SECTION - ROOF
EL. +11' - 0"
1' - 2"
4' - 7"
13
HANDRAIL
UP 5 TREADS @ 11"
1' - 2"
5' - 10 3/8"
(4'-2 1/2" CLR.)
BC ARCHITECTS AIA, INC. 4942 LEJEUNE ROAD SUITE 200 CORAL GABLES, FLORIDA 33146
10 R @ 6 3/4"
3' - 0"
10 R @ 6 3/4"
ROOF ELEV.227' - 1"
8" 7"
9 R @ 6 3/4"
1' - 0"
4' - 1"
1' - 2"
(3'-8" CLR.)
6 TREADS @11"
GUARDRAIL
+11' - 10 1/2"
UP 1' - 2"
9 R @ 6 3/4"
4' - 1"
MODIFIED BITUMEN ROOFING ON TAPERED POLYISOCYANURATE INSULATION.
4"
+7' - 10"
11 A7.01
1' - 2"
(3'-8" CLR.)
7 TREADS @11"
HANDRAIL 3' - 6"
8' - 6"
1' - 2"
6' - 5"
8"
4' - 7 1/2"
17' - 3 1/2"
8"
14' - 8 1/2"
3' - 6"
GURADRAIL
2' - 10"
9 R @ 6 13/16"
3' - 6"
GUARDAIL 2' - 10"
+228' - 7"
(4'-2 1/2" CLR.)
STAIR 1-ROOF
A7.01
SCALE: 1/4" = 1'-0"
13 2' - 10" HANDRAIL
SCALE: 1/4" = 1'-0"
3' - 6"
STAIR #1 SECTION
2' - 10"
11
GUARDRAIL
6/2/2014 4:02:58 PM
A7.01
A7.01
STAIR 1 PLANS & SECTIONS
9 R @ 7"
10
SCALE: 1/4" = 1'-0"
1' - 2"
8 R @ 6 15/16"
STAIR 1_(TYPICAL) 20TH FLOOR
8' - 8"
7 A7.01
JQ Checker
Checked:
GARAGE 2ND FLOOR ELEV.16' - 6"
SHEET No.
7 R @ 6 15/16"
SCALE: 1/4" = 1'-0"
GUARDRAIL
STAIR 1_LOBBY 3RD FLOOR-UPPER LEVEL
1202.02 1/4" = 1'-0"
Drawn:
SHEET TITLE
HANDRAIL 3' - 6"
4
BCA Comm. Num.: Scale:
INT. LANDING ELEV. +21' - 9"
ROOF
A7.01
05-30-2014
100% CD
9 R @ 7"
7" STEP
2' - 10"
5' - 3" (4'-10" CLR.)
HANDRAIL
(3'-8" CLR.)
4' - 1" DN
1' - 2"
11 A7.01
8"
1' - 0"
4"
4' - 1"
DN 1' - 2"
10' - 6"
1' - 2"
A7.01
VANESSA A. JIMENEZ FLORIDA ARCHITECT
ISSUE RECORD: PERMIT ISSUE
LOBBY 3RD FLOOR ELEV.27' - 0"
GUARDRAIL
11
9 TREADS @ 11"
SIGNED BY:
INT. LANDING ELEV. +32' - 1 1/8"
HANDRAIL
8 TREADS @ 11"
9 TREADS @ 11"
8' - 6"
8' - 6"
+194' - 10"
+200' - 5 5/8"
1' - 2"
HANDRAIL 3' - 6"
1' - 2"
8"
4' - 1"
4' - 1"
UP 1' - 2"
11
UP
(3'-8" CLR.)
4' - 1" +32' - 1 1/8"
7 TREADS @ 11"
1' - 2" 9 TREADS @ 11"
4"
+37' - 2 1/4"
1' - 2"
(3'-8" CLR.)
1' - 2" 8 TREADS @11"
(3'-8" CLR.)
8' - 6"
DN
17' - 3 1/2"
4' - 8" (4'-3" CLR.) 3' - 4"
8"
1' - 2"
1' - 2"
A7.01
8' - 3"
4"
4' - 4 1/2" (3'-11 1/2" CLR.)
9 R @ 6 13/16"
INT. LANDING ELEV. +37' - 2 1/4"
1' - 0"
4' - 1"
16' - 3 1/2"
(3'-8" CLR.)
1' - 4"
INT. LANDING ELEV. +11' - 10 1/2"
GARAGE 1ST FLOOR ELEV.7' - 10"
PERMIT SET 05-30-2014
A7.01 TO THE ARCHITECT'S KNOWLEDGE, THESE PLANS COMPLY WITH THE MINIMUM STANDARDS OF THE APPLICABLE BUILDING CODES AND LIFE SAFETY STANDARDS
FOX PLAZA
Fox Plaza is a mix-use development in the city of South Miami. Most of the property is under the HOV district, which calls for mix-use. In order to maximize the potential of the land use,TJJA Architects presented a petition for a Zoning Exemption,for a minor part of the property which is not part of the HOV District. Schematic Design comprehended two mix-use buildings and an urban plaza, for social gathering.
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FOXES PLAZA
6030 South Dixie Highway, South Miami|2013
Pe r s p e c t i v e a c r o s s S W 7 4 t h S t r e e t
N O RT H B U I L D I N G 4 stories Gross Bldg. FAR Area Common Areas Retail Commercial Parking
North View- Dixie Highway
SW 74TH STREET 56,212 SF 43,613 SF 6,637 SF 12,520 SF 24,456 SF 12,600 SF
West View- SW 74th Street
A u toCad| Ske tch Up|Vray | Ph o to s h o p | Il l u s tr ato r | In De s i g n
Gross Bldg. FAR Area Common Areas Retail Commercial Parking
East View- SW 59th Place
SOUTH BUILDING 4 stories 62,005 SF 11,819 SF 807 SF 4,823 SF 6,313 SF 43,311 SF
South View- SW 59th Place Page 5
Q UE ZAD A R E SI DE NC E Program 1 Foyer 2 Atrium 3 Dinning Room 4 Living Room 5 Kitchen 6 Bedroom 7 Bedroom 8 Vertical Circulation 9 Master Bedroom 10 Bedroom 11 Bedroom 12 Circulation 13 Vertical Circulation
316 246 395 458 287 285 379 96 379 237 206 136 96
Quezada Residence is located in the Key Biscayne. The constrained site will house in it a very ambitious program: 5 bedrooms|7 bathrooms| media room|private terraces| pool deck. The program called for a versitile design, where spaces flow one into the other and integrates the interior with the exterior.
SF SF SF SF SF SF SF SF SF SF SF SF SF
2 0 1 3 | 1 3 1 H arb or Driv e|S chematic Desig n|Julia Q uip ild or f or T JJA A rchitects
QUEZADA RESIDENCE Site Plan
A u toCad|Re vit| S ke tch Up| Vr ay | Ph o to s h o p | Il l u s tr ato r | In De s i g n
South West View
131 Harbor Drive, Key Biscayne, Florida|2013
Interior View -Entrance
Exploted Axonometric View
Bedroom Tanning Terrace Master Bedroom Atrium
Bedroom
Interior View -Living Room
Barbecue Area
Interior View -Dinning Room
Dinning Room
Pool Living Room
Bedroom
2 0 1 3 | 1 3 1 H arb or Driv e|S chematic Desig n|Julia Q uip ild or f or T JJA A rchitects
Longitudinal Section
Program Distribution
Proposal 9−27−13
FAR Study and Design Options Square Footage Break Down 1st Floor 2360.1111 Total SF
54 16.67 8 24.67 24.67
53 0.67 12 8 8
−1 −1 −1 −1
2862 −11.169 −96 −197.36 −197.36
25.33 3.67 16.67 8 19.67 7.33 12 8
21 14.33 19.33 5 16 7 5 5
1 −1 1 −1 1 1 1 1
532 −52.60 322.287 −40 314.72 51.31 60 40
2nd Floor 1127.71 corridors open 1227.71 Corridors enclosed
Room 10 Room 11 Room 9 Master Corridor Corridor
479.40 SF 282.29 Sf 366.03 Sf 100 SF
FAR Calculations
A u toCad|Re vit| Sk e tch Up | Vr ay | Ph o to s h o p| Il l u s tr ato r | In D e s i g n
Without Corridors Lot Size 7551 SF FAR (47% 3548.97 SF Gross FAR 5059.17 SF
SF allowed Allowed
With 2 Corridors Covered Lot Size 7551 SF FAR (47% 3548.97 SF Gross FAR 5059.17 SF With 1 Corridor Covered Lot Size 7551 SF FAR (47% 3548.97 SF Gross FAR 5059.17 SF
50% rule 2360 0.67667 1180.06 0.32333
level1 Level2 Total FAR
2360.11 1127.71 3487.82
0 allo Allo
0 level1 0 Level2 0 Total FAR
2360.11 1227.71 3587.82
2360.11 0.67667 1180.06 0.32333
0 allo Allo
0 level1 0 Level2 0 Total FAR
2360.11 1187.71 3547.82
2360.11 0.67667 1180.06 0.32333
Resilient city Project focused on the Master Planning for the Upper Miami River Area in response to the Sea Level Rise.Reasearch and self developed series of maps illustrate the transitional change planned for the upper river shore line.Prelimary studies on the exisitng urban conditions, infrastructure, geology and transit system were the foundation of this proposed land development.
R ES I LIE N T CITY
C omposite Map Ef fe ct of rising wate r s i n th e M i am i Rive r Are a . 0’ to 6’ Se a Le v e l Ri s e
Legend
Legend Reinforced Concrete Wall
Legend 0 FT SLR 3FT SLR
Legend Reinforced Concrete Wall
Reinforced Concrete Wall
Legend 0 FT SLR
Legend 4FT SLR
0 FT SLR
5FT SLR
2 0 1 3 |T hesis|U rb an D esig n|Julia Q uip ild or | Mssters of A rchitecture FI U
Resilient City looks at the rising Waters as an opportunity for a new fluvial ferry transportation system that will connect with the exisitng train line, and then expand to the main land.
C omposite Map |Master P l an n i n g Response to rising wate r s i n th e M i am i Ri v e r A rea . 0’ to 6’ Se a Le ve l R i s e
A u toCa d|Re vit| Ske tch U p | Vr ay | Ph o to s h o p| Il l u s tr ato r | In D e s i g n
RESILIENT CITY
Thesis Project|Miami River| Sea Level Rise Era
MIAMI RIVER AREA HIGH POINTS
MIAMI RIVER PORTS
RESILIENT AREAS
PARCEL DISTRIBUTION
338PARCELS 253 OWNERS 18 ZONING
C6- EXISITNG GRADE AND OVERFLOW
POPULATION DISTRIBUTION
2 0 1 3 |T hesis|U rb an D esig n|Julia Q uip ild or | Mssters of A rchitecture FI U
U P P E R R I VER T RAN SIT IO N AL D EVELO PM E NT
MIAMI UPPER RIVER PHASE 0 ORIGINAL CONDITION
TRANSIT HUB AREA
TRANSIT HUB AREA
TRANSIT HUB AREA
MIAMI UPPER RIVER PHASE 2 5FT SLR
MIAMI UPPER RIVER PHASE 3 6FT SLR
U P P E R R I VER- T R AN SIT HU B AREA T RAN SI TI ONAL DE VE LOPME NT
PHASE I- 2FT SLR-2020 New Commercial Hub Urban Corridors between commercial buildings Widening of River Ferry Station New Gathering Floating Gardens Metromover Extension GI S|A u to Cad|Re vit| 3d M ax| P h o to s h o p| Il l u s tr ato r | In De s i g n
PHASE II- 3FT SLR-2040 Bike Lanes Pedestrian Urban Corridors New Gathering Floating Gardens New Residenstial SoilFill In
PHASE III- 4FT SLR-2050 Bike Lanes Pedestrian Urban Corridors New Gathering New Residenstial
Conceptual Views
At the ferry station,view down the Miami River On the left-hand side new mix use development On the right-hand side new mix use development
Along the board walk
Each of the floating social hubs webcomes the community to different out door activities.
Connection between the exisitng train station and new ferry station Mix-use buildings Interconected by urban corridor and bridges Ferry Station
New Residential Area
New bike lines and green urban corridor
Floating social hubs
2 0 1 3 |T hesis|U rb an D esig n|Julia Q uip ild or | Mssters of A rchitecture FI U
Conceptual Cross Sextion- Miami Upper River Area
Ferry Station Corridor
Elevating Platform
Green Corridors
Elevating Platform
Elevating Platform
Residential
Commercial
Commercial
Semi Public Space Parking
Parking Commercial
Public Space
Residential
Residential
Semi Public Space Parking
Public Space
Recreation
Residential
Residential
Semi Public Space Parking
2013 1ST PHASE
Elevating Platform
Gathering Area Percolation into the ground
Gathering Area Percolation into
Residential
Green Corridors
Commercial
Parking Public Space
RESIDENTIAL
FERRY STATION INTO THE RESILIENT CITY
RIVER
3D SECTION-ACROSS UPPER RIVER
GI S|A u to Cad|Re vit| 3d M ax| P h o to s h o p| Il l u s tr ato r | In De s i g n
Public Space
T R A N S P O R TAT I O N GREEN PUBLIC AREAS
Parking Commercial
Commercial COMMERCIAL
MIX-USE BUILDINGS [ CONNECTING VIEWS]
Transitional Development Plan for Miami Upper River
GI S|A u to Cad|Re vit| 3d M ax| Lu m i o n | Ph o to s h o p | Il l u s tr ato r | In D e s i g n