MG Michael Garcia
Academic + Professional Portfolio 2013 B.Design University of Florida 2015 M.Arch University of Florida
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SELECTED WORKS CULINARY COYOTES | 06
Professor: Nancy Clark - Spring 2014
PANEL MORPHOLOGY | 14 Professor: Donna Cohen - Fall 2012
PERSPECTIVE RECONFIGURATION | 20 Professor: Marc Mcglothlin - Spring 2010
ECOLOGICAL COHORT | 22
Professor: Stephen Belton - Fall 2011
GRAFTED SHOWCASING | 28 Professor: Lee-Su Huang - Spring 2012
FASTENED EDGE | 32
Professor: Donna Cohen - Fall 2012
PERIBERE RESIDENCE | 40
[STRANG] Architecture
BASS RESIDENCE | 46
[STRANG] Architecture
ACADEMIC + PROFESSIONAL PRACTICE 2
3
CONTENTS
CULINARY COYOTES
arquine competition no.16 -- TIjuana, mex.
Graduate Design 2 - Spring 2014 Professor: Nancy Clark Project in collaboration with Nicole Paul
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.. .. . ..
B
Legend 1_ Tijuana River Valley Estuary 2_ Botanical Gardens 3_ Agricultural Urban Farm 4_ Dwellings 5_ Community Center / Plaza 6_ Pedestrian Bridge 7_ Culinary Campus 8_ Proposed Mercado 9_ Existing Artisans’ Mercado 10_Tijuana + San Ysidro Border Crossing
Proposed Urban Scapes A_ Agricultural Scape B_ Culinary Scape / Plaza C_ Botanical Gardens
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B
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A
A
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C
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Once merely conceptualized in terms of agriculture, today energy, information, labor, and landscape can potentially be farmed. The notion of farming denotes a place of gathering, creates connections through collective efficiency and promotes regional exchange. While promoting regional exchange, farming could reveal possible inter-relationships at an international scale – thus operating at a modular measure disposed to multiplicity. This productive landscape not only references a time of prosperity in Tijuana’s history, but grafts itself onto today’s present culture with the potential for economic gains.
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9
... ..
...
C
5
C
Urban Farming Initiatives
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8
Approx Distance/Time
12 mi, 20 min
12 mi, N/A 2.25 hrs
(From El Chaparrel to Camino Verde)
_ Little Landers Colony established in 1908 _ Approximately 550 acres total ( approx. 1 sqmi) _ Each member cultivated a plot of land ranging 1-2.5 acres 6
6
B
_ Camino Verde Population: 44,140 people _ Unemployment rate: 7% (3,090 people) _ Projected to help approx. 42,000 inhabitants of the Camino Verde region _ Goods to be farmed/produced and sold :: sauces, jams, marmalades
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Residence and U-pick Gardens - Section
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In an attempt to expose the societal similarities between the San Ysidro-Tijuana border, Reverse Coyotes bring large groups of people south exposing a multitude of local cuisine, from food trucks to high-end restaurant culture. This rapidly growing Tijuanese trend has begun to tap into an underutilized, culturally expressive industry. Inherent in Baja-Mex cuisine, food moves beyond a means of pure sustenance, but rather a ritualistic approach all beginning with the freshest of ingredients. Through the proposal of urban farming and culinary education, this intervention will elucidate the cultural identity through a productive landscape, repurpose land for dwellings along the current Tijuana River, and educate the community on postive nutrional habits. 9
Plan Legend 1_ Studio Apartment 2_ Single Family Residence 3_ Ground Floor Courtyard 4_ Foodtruck Warehouse 5_ Outdoor Kitchens 6_ Public Plaza 7_ Auditorium Seating 8_ U-Pick Gardens 9_ Restaurant
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5
6
7
4
10
9
3
11
8
1 1
2
8
5
6 Plan Legend 1_ Studio Apartment 2_ Single Family Residence 3_ Ground Floor Courtyard 4_ Foodtruck Warehouse 5_ Outdoor Kitchens 6_ Public Plaza 7_ Auditorium Seating 8_ U-Pick Gardens 9_ Restaurant
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7
This proposal begins to blur the border by extending the Tijuana River Valley Estuary into the urban fabric of El Chaparrel. This is done through a variation of interactive scales: A) The Agricultural Scape denotes a place of gathering and creates connections through collective efficiency and promotes regional exchange B) Culinary Scape / Plaza composes the primary joint between the Agri-Scape, Botanical Gardens and most importantly, the rest of the city C) Botanical Gardens reclaims river as a natural resource for native plant life.
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Food Truck Warehouse - Section
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PANEL MORPHOLOGY TriBeCa Mixed Use Hotel - New York City, Ny Upper Division: Design 7 - Fall 2012 Professor: Donna Cohen Project in Collaboration with David Babb
This project was formalized in the neighborhood of TriBeCa, New York City. The decision for a Mixed used Hotel and Fashion Institute stems from the trendsetting manner of the neighborhood itself, known for the plethora of designer studios and the spaces which they sell their pieces. These notions are investigated through use of a wrapping skin 18 assemblage and circulation.
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From an exterior view, the TriBeCa Hotel and Fashion Institute dictates circulation and view from strict use of operable mesh panels that have been delegated for the hotel room spaces. Opportunities arise in the form of Atrium and Gallery Spaces along the corner facade condition. Articulating a clear distinction in program for the mixed use hotel was resolved in unconventionally demonstrating the private spaces at the front of the facade. By doing so, the public nodes developed as relief sectors that unified the fashion institute and hotel amenities for a systematic envelopment around a voided core.
New Construction
2
Parks & Recreation
3
4
1
2 5
6 7
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Present High Rises
Section Legend 1. Hotel Rooms 2. Gallery 3. Designer Studios 4. Textile Factory
5. Catwalk and Runways 6. Designer Boutique 7. Restaurant 21
Mullions and Curtain Wall Floors and Circulation
Shear Walls Hotel Rooms
Steel Structural Framework Operable Mesh Panels
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PERSPECTIVE RECONFIGURATION PERSPECTIVE FIELD AND VESSELS
Design 2 - Spring 2010 Professor: Marc McGlothlin Graduate Assistants: Noah Marks, Joelle Szerdi
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The analysis of Vessel focuses on the relationship between a constructed path and notion of light to influence experience. Light is permeable through various mediums and influences specific emotions along with the concept of belonging in a space. These studies correlate the experience of light with the manipulation of ones perspectives within certain spatial respresentaions. Movement is propagated by rythyms within light or around areas of void.
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ECOLOGICAL COHORT Intervention in a Florida Landscape - Cedar Key, Fl
Upper Division: Design 5 - Fall 2011 Professor: Stephen Belton
26
This project takes on the exploration of integrating multiple systems of structure into a sloped landscape. These components materialize through the use of forces resultant of nature; diffusing light and integrating shadow. There is interplay of movement created by the mixture of the two, layering upon one another to create visual differences and bounded regions. Taking these ideas, The program of Environmental Research Facility holds to the idea that shadow and boundaries regulate circulation within the programmatic scheme of the main Research labs and library and the spaces for exhibition. Light is a catalyst for static space, where gathering occupants can dwell. These spaces are larger in nature and open to the surrounding landscape, descending into the slope manifesting as courtyards, uniting these structures through path towards the lighthouse are results of system between overhead condition and floor.
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The Island Dense, altered, remissive
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Driftwood Disordered, Void, Moment
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Soldiers Barracks and Amenities The barracks are located on the western side of the site, alloting for privacy from light and a seperation from the rest of the observatory. The repetition of structural elements provides modular rythym in the sense of itinerary. This member of the cohort relies on domesticity and relation back to nature, as the structure digs into the ground.
Gallery and Exhibition Spaces This node of the Research Center dictates movement of natural daylighting. The structural components direct how light enters the Gallery and what is being showcased during specific times of day. The terrace area has a direct view that relates back to the Research labs and library, programmatically tying these spaces together.
Research Labs and Library From the dock, the Research labs are located in close proximity as a way of maintaining their spatial relationship to the site and program. The library situates itself as a form of cross programming reacting to any scientific findings and analysis that can be archived. This section of the cohort emphazies the lateral relationship within the site, initiating itinerary for both types of occupancies.
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GRAFTED SHOWCASING
DIGITAL VIRTUOSITY Upper Division: Advanced Digtal Architecture - Spring 2012 Software ued in Project Development: Adobe PhotoShop, InDesign & Illustrator Professor: Lee-Su HuangAutoCAD
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Sketching Contours The Space is utilized as the Performance/instructing + projecting space and the panels along with the structure suggesting threshold entrances on latter side of the theatre by an articulate peeling of panels. Utilization of this grafted addition promotes use at different times of day as well. When accessible, the space can be manipulated into exhibition spaces for a nigh event in the Architecture Building and easily become a viewing center for lectures or films. The space is generative, at the disposal of professors and the studios.
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FASTENED EDGE
retrofitting PULSE within the manhattan block Upper Division: Design 7 - Fall 2012 Professor: Donna Cohen Project in Collaboration with David Babb
New York City is a palimpsest of Historical context. To dwell within the city, structures are comprised of similar components and follow a rhythm strictly governed by the New York City grid. This project investigates how the distinction of the New York Block relates to the pedestrians experience of the Architecture and moments of relief for gathering. 36
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THE TEMPORAL EDGE
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THE URBAN RELIEF
THE REISDENTIAL BLOCK
There are three particular situations along a New York city block that consider an occupational intervention. The Temporal Edge establishes an indefinite boundary, intermixing the sensations of exterior and interior inhabitance. Program in the fom of Urban Relief acts as a threshold for the interior of the block, breaking from the continuity of endless infrastructure. Finally, the Residential Block proposes a repetition of program for multiple typologies of occupants. For this project, these typologies provide a unification of the blocks edge condition with the verticality that juxtaposes architecture in New York.
Neighborhood of Chelsea, New York
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Subdiving the Podium alotts for visual connections of Program to be established with what is at pedstrian level and what occur above. In order to encourage full use of the block, certain portions of program are included within the higher levels of the towers that generally cater to specific instances of use such as Commercial offices or Residential units. However, these inclusions of “urban rooms� that occupants can dwell within stimulate a hierarchial relationship for the Vertical programming. The emphasis of the block is one of a communal identity, attempting to unite these components to create essentially a smaller scaled machine with the grand spectrum of the New York The skin emulates a sense of charged movement and articulation, tied back to the notion of an energized block. The vertical components of the skin emphasize views and light filtration and a hyperactive motion of verticality that gives a complete distinction from the public spaces.
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1. Apartments Lobby 2. Car Retail 3. Museum 4. Commercial Lobby 5. Restaurant 6. Interior Courtyard 7. Manufacturing
8. Townhomes 9. Tower Lobby 10. Business Offices 11. School Curtyard 12. School 13. Shops
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42
5
1 Section Legend 1_ Loft and Suites 2_ Tower and Residential Amenities 3_ Commercial Businesses 4_ K-8 School 5_ Manufacturing Offices 6_ Quality Housing
2
* Spaces highlighted in yellow represent gathering spaces and lounges
3
4
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[STRANG] Architecture Peribere Residence Status: Completed 2013 Location: Miami, FL
Project Team: Jason Adams, Elizabeth Starr, Adrian Heid, Michael Garica, Nicole Ferrarrini An intriguing, yet private entrance to this home releases into a light-filled and transparent arrangement of living spaces with expansive views of Biscayne Bay. The south-facing residence employs various sun-shading strategies such as dynamic cantilevers and louvered walls to adapt the home to its subtropical setting. The home is raised above the existing grade to better accommodate the occasional hurricane “storm surge� and also to confront longer-term sea level challenges. A raised internal courtyard, however, provides the appearance and convenience of a garden lifestyle.
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Photography: Bruce Buck + Claudia Uribe-Touri 45
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Photography: Bruce Buck + Claudia Uribe-Touri
Photography: Bruce Buck + Claudia Uribe-Touri49
[STRANG] Architecture Bass Residence Status: In Construction Location: Coconut Grove, FL
Project Team: Jason Adams, Evelyn Alejo, Adrian Heid, Michael Garcia The Bass Residence is currently rising on the shores of Biscayne Bay in Coconut Grove. The site’s jaw-dropping views are accompanied by concerns of building within a “Coastal AE Flood Zone”. As a result, the home’s structural shell is built entirely of reinforced concrete and the lowest floor level is raised considerably above existing grade. The panoramic waterfront views strongly influenced the organization of the spaces in the home.
50
Rendering by Spine-3D 51
1
3'-0"
2
3
19'-6"
4
5'-6"
5
6'-5"
6
3'-4"
7
8'-5"
8
8'-1"
9
6'-11"
10
6'-3"
11
6'-3"
1
A-300
A
GUARDRAIL @ 42" AFF TYP. 13 RISERS @ 7"
1
25'-4"
1
8'-7"
4'-4"
ELEV -0'-2" (14'-10" NGVD) T.O. F.F.E.
DN
9'-0" 1
9'-6"
2'-4" 3"
A
SERVICE BEDROOM 4
10'-6"
5
P
5
5
LAUNDRY ROOM 6
5
101 SF
8'-0"
8'-0"
6'-1"
5
6
2'-2" 6
109 SF
P 5
10'-0"
6 6
5'-7"
8'-8" 5'-8"
6'-5"
1
10
ELEVATOR
2
ALARM PAD
2'-0"
6
2'-0"
2'-10"
OWNER FOYER 5
ELEV +0'-1" (15'-1" NGVD) T.O. F.F.E.
141 SF
2
UP
11'-0"
2'-6"
3'-11"
3" 3
12 RISERS @ 7"
1'-11"
2'-1"
5
3'-10"
2'-8"
4'-1"
3
10'-4"
2'-8"
2'-9"
3'-3"
2'-0"
WATER CHILLER/ INSTANT HOT/ WATER FILTER UNDER SINK
6 5
15 6
16 2'-10" 5
5
4'-3"
A/V 6 CLOSET
6
6
3
(2) DRA
6'-1"
7'-4"
13 6
10'-8"
10'-0"
14
2'-11"
12 LINEN CLOSET
41 SF
6
6
23 SF
5
2'-0"
4'-3" 1
HANDRAIL @ 36" AFF TYP.
1
5 3'-11"
2'-3"
MECH 7
10'-0"
D
6
2'-9"
2'-11"
POWDER ROOM 8
50 SF
10'-6"
6
11
8
7'-4"
22'-11"
5
A-303
ICE MAKER
9
3
REF
COFFEE BAR
PANTRY
9
3
4'-11"
5
4'-8"
5'-8"
2'-5"
3'-0"
5
SERVICE BATH 2
11'-2"
11'-8"
8'-10"
54 SF
5'-7"
10
11'-7"
6'-0" B
C
17
2
6
5'-11"
1
2
2'-11"
3
G
3'-1"
2
F
5
3
6'-0"
E
D
7
6
(2)
E 1
3
1
1
400
10
REVEAL
ELEV -6' - 7" (NGVD 8' - 5") T.O. F.F.E.
1
OPEN TO ABOVE
1-1/2"
5
1
11 RISERS @ 6-7/8"
A-304
9" 1'-0"
9
ELEV -0'-2" (14'-10" NGVD) T.O. F.F.E.
400
5'-0"
14'-8"
BUILT-UP PLANTER
6'-10"
1
3'-0"
1
10 15'-0"
8'-4"
7'-6" 2'-10"
10'-0"
2
A-200
400
GLASS GUARD 42" ABOVE STE
2'-11"
3 RISERS @ 6-7/8"
5'-10"
2
GLASS GUARDRAIL @ 42" AFF, TYP. ATTACHED TO FACE OF PLATFORM AND STAIRS
7 A
UP
2'-11"
F
STAIR LANDING ABOVE G
MECH 2 20
6'-0"
5'-11"
GLASS GUARDRAIL @ 42" AFF, TYP.
7'-8"
25 SF
8" 9"
4'-3"
6'-11"
1
I
10
3
9
1
19
3
10
4'-1"
5'-4"
GLASS GUARDRAIL @ 42" AFF, TYP.
1
4'-8"
A-305
X
J
4'-0"
9"
H
1'-3"
1
20
2
1
5
8'-6"
8'-9"
BAR POWDER 17
41 SF
10'-0"
K
4'-10"
6'-0"
1
7'-7"
L
M
1
1
A-300 1
52
3'-0"
2
19'-6"
3
5'-6"
4
6'-5"
5
3'-4"
6
8'-5"
7
8'-1"
8
6'-11"
9
6'-3"
10
6'-3"
FIRST F
SCALE: 1/4" = 11
12
9
6'-11"
10
6'-3"
11
6'-3"
12
6'-11"
1
13
12'-1"
1
A-202
2'-4" LEGEND
5
10'-5"
11'-5"
5'-8" 6'-9" 1'-6"
6 1
11.18.2013 4'-0"
FIXED GLASS CLIENT REVISION 6 PANEL/DOOR
CLIENT REVISION 3'-0" 2'-9"
No.
20
DATE
8" 1'-10" 8" 1'-0"
LIVING ROOM
1'-6"
9'-4"
10'-3"
Drawn By:
7
3
3'-5"
3'-5"
12'-8"
1,2
10
11
7
6'-11"
12
5'-1" 9'-7"
2
A-201
6'-3"
11 RISERS @ 7 3/8"
8
9
2'-7"
1'-5"
GLASS GUARDRAIL @ 42" AFF, TYP. FACE MOUNTED TO SIDE OF PLATFORM AND STAIRS
7 5'-0"
10'-1"
GLASS GUARDRAIL @ 42" AFF, TYP. FACE MOUNTED UNTO SIDE OF SLAB.
1
A-300 12'-1"
DN
15'-9"
3'-10"
9
6'-3"
10'-9"
HALF WALL @ 42" A.F.F.
7"
6'-11"
24
231 SF
10'-10"
A-105
N
TERRACE ABOVE
BBQ/ BAR
1
FOR 24X36
1'-0"
7'-7"
12
15'-3"
4'-7"
Sheet No:
6'-11"
7
4" 1'-10" 1'-2"
9
1
3
7
REVEAL
V
Scale:
1
EDGE OF CLADDING SLEEVE ABOVE
7
15'-7"
4'-10"
7'-7"
1'-10" 10'-3"
11'-8"
FIRST FLR. PLAN
= 1'-0"
7 1" 1"
Sheet Title:
FLOOR PLAN: GARAGE/SERVICE
9'-8" 16'-9"
SD-3
© 2012- MAX STRANG ARCHITECTURE, Inc.
APR. 10, 2014
M
EDGE OF TERRACE ABOVE
493 SF
10'-8"
21'-4"
DESCRIPTION
1
10'-3"
7
14
6
BAR 5 BAR 15 CONFIDENTIALITY NOTICE: POWDER 61 SF The drawing and information contained within is 17 of Max Strang Architecture, property Inc. and is 10'-0" 41 SF only for the parties indentified above or of intended governmental position(s). This plan may not be 10'-0" reproduced without written permission from the Project Manager assigned to this project. 3
Print Date:
M
EDGE OF CLADDING SLEEVE ABOVE
1" 1"
SHEET ISSUE / REVISION LOG
Bs_2012
L
I
14 RISERS @ 7-1/8"
DESIGN REVISION
10 01.20.2014
FIXED GLASS PANEL TO ALIGN WITH WALL
10'-3"
DESIGN REVISION 18
03.14.2014
7
3'-7"
2'-10" 2'-11"
04.10.2014
Project ID:
1
49 SF
3 7
10
16
04.25.2014
8'-9"
8'-6"
8'-6"
WINE ROOM
ELEV -0'-1" (14'-11" NGVD) T.O. F.F.E.
1" 1"
HANDRAIL @ 36" AFF TYP.
7
6'-0"
10'-3"
L
UP
9
3
4'-10"
14 RISERS @ 7-3/4"
10
15
K
7
GRAND TERRACE 25
11'-2"
19
2
61 SF
1
RECESSED GUARDRAIL @ 42" AFF, TYP.
DINING ROOM
10'-8"
10'-0" CLIENT/DESIGN REVISION
4'-8"
1
K
1" 1" SD-2
781 SF
4
BAR
10'-0"
12
186 SF
10'-10"
4'-3"
X
5
4'-6"
6
6'-2"
GLASS GUARDRAIL @ 42" ABOVE STEP
20
4. ALL BALCONIES AND TERRACES 3 WATERPROOFED WITH LIQUID APPLIED MEMBRANE TO COMPLY WITH FBC. 9 1 5. ALL INTERIOR FLOORS TO RECEIVE 3 SOUND PROOFING.
J
J
10'-6"
9
10'-1"
1'-3" 1'-6"
7
9"
2'-9"
I
6'-2"
7
13
25 SF
5'-4"
5'-4"
6 3'-0"
FIXED GLASS PANEL/DOOR
H
10
P
7
7'-0"
51'-8"
I
1'-3"
H
18
5'-5"
5'-10"
MECH 2
1 3. ALL WALLS TO RECEIVE LEVEL 5 FINISH.
10'-0"
7
2'-9"
49 SF
1. LAYOUT WALLS FOR ARCHITECT'S APPROVAL.
6'-0"
5'-11"
16
11'-2"
A
2. SUBMIT SHOP DRAWINGS FOR METAL AND LOUVER WORK FOR ARCHITECT'S7'-8" APPROVAL. 8" 9"
5'-11"
WINE ROOM
4
7
NOTES:
G
6
7
3'-7"
EXTERIOR WALL ASSEMBLY: OVERALL R-VALUE OF 8.89; INCLUDING 34" THK BOARD INSUALTION (R-5.6).
HANDRAIL STAIR LANDING ABOVE @ 36" AFF TYP. G
OVERALL R-VALUE OF 30.21. INCLUDING 3" THK BOARD INSULATION (R-21) CLOSED CELL FOAM INSULATION W/ THERMAL BARRIER PAINT TO BE PLENUM RATED.
6'-11"
5'-10"
UP
5'-10"
14 RISERS @ 7-3/4"
(2) DW
10'-4"
2
P
451 SF
7'-6"
2'-11"
F
400
6
PROFESSIONALT.O. SEAL(S): F.F.E.
4'-1"
F
4'-6"
TV
ELEV + 0'-1" (15'-1" NGVD)
1
400
8'-4" ASSEMBLY: CEILING/ROOF
DRAIL @ EP
6'-10" 7
18'-6"
10'-8" BASS RESIDENCE
G.C. TO PROVIDE THE FOLLOWING 10FOR CEILING/ OVERALL R-VALUES ROOF AND WALL ASSEMBLIES.
5'-10"
4'-6"
11'-10"
ABOVE
1-1/2"
WOOD FLOOR INSULATION NOTES:
PROJECT NAME: OPEN TO
9" 1'-0"
9
401
16'-2"
(2) DW DISP. UNDER DRAWERS
5'-0"
14'-8"
ELEV + 0'-1" (15'-1" NGVD) T.O. F.F.E.
14'-8"
10'-8"
(2) DW
2
ELEV +0'-1" (15'-1" NGVD) T.O. F.F.E.
14'-2"
DOUGLAS WOOD & ASSOCIATES 2100 PONCE de LEON SUITE 1020 6 CORAL GABLES, FL 33134 PH: 305-461-3450 MAIN FOYER
10
REVEAL CERAMIC TILE FLOORPLANK ASSEMBLY
ELEV -0'-2" (14'-10" NGVD) GRASS T.O. F.F.E.
11'-5"
STRUCTURAL ENGINEERING:
CMU W/PORCELAIN CLADDING 4"/6" INSULATED INTERIOR PARTITIONS
12
5'-0"
10'-4"
7
3
CMU W/ FURRING & DRYWALL FINISH
MAIN FOYER 186 SF
DW DISP. ICON GROUP (2) ENGINEERS 6'-1" UNDER DRAWERS 10910 SW 240TH ST MIAMI, FL 33032 6 PH: 305-300-7178
1" 1"
10'-8"
5'-6"
MEP ENGINEERING:
6
7'-4" CONCRETE STRUCTURE
6 CMU WALLS W/ STUCCO FINISH
2'-11"
2'-11" 3'-1"
10'-6"
5
2'-0"
WATER CHILLER/
THREE LIONS INSTANT HOT/ CONSTRUCTION, INC. WATER FILTER BLVD. SUITE 314 200 CRANDON UNDER SINK KEY BISCAYNE, FL 33149 PH: 305-365-1230
GLASS PANEL
LEGEND
1
P
3'-3"
GENERAL CONTRACTOR:
SD-1
624 SF
1'-0"
E
10
MAX WILSON STRANG, RA / AIA LICENSE # AR0017183
4'-8"
E
5 BUILT OUT PORCELAIN TILE SLEEVE
11
14'-2"
P
9
6
4'-3"
3
6
W/ SNAP TIE DETAILS
DOWN
10'-8"
10
4'-11"
4'-11"
15
D
2'-9"
PORCELAIN TILE INSTALLED ON 8" CMU WALL
7 5'-0"
6'-1"
426 SF
KITCHEN
ARCHITECT:
6'-2"
6
6
WALL 2'-8" 2'-8" 4'-1"POURED CONCRETE
8
19'-9"
POPUP OUTLET
1'-1"
2'-2" 1'-1"
6
41 SF
1
401
FAMILY ROOM
POPUP OUTLET
ICE MAKER
50 SF
WARMING DRAWERS
3'-2"
) DW
16 5
6" 6 METAL FRAMING, R-6 INSULATION, 5/8" DRYWALL, 10'-8" PAINT FINISH
10'-0"
4'-11"
14'-2"
6
COFFEE BAR
3'-3"
MICROWAVE
HILARIE BASS MIAMI, FL 33133
3'-0"
7'-4" 5'-7"
6'-5"
D
DISP. UNDER
6 3 5/8" METAL FRAMING, R-6 PANTRY INSULATION, 5/8" DRYWALL, 9 PAINT FINISH
POWDER ROOM 8 7 SPECIALTY EXPOSED
2'-3" 5'-7"
DW AWERS
P 5 5
28'-4"
PROJECT CLIENT(S) / OWNER(S):
GLASS GUARDRAIL @ 42" AFF, TYP. FACE MOUNTED TO SIDE OF PLATFORM AND STAIRS
12'-0"
5'-6"
6
CANTILEVERED CONCRETE PLATFORM
1'-11"
20'-0"
"
8" CMU WALL, 8" METAL FRAMING STRIPS, R-6 INSULATION, 5/8" DRYWALL, 6 PAINT FINISH
6'-0"
5'-8" C
C
4
13'-8"
6'-10"
POPUP OUTLET
5'-8"
POPUP OUTLET
8" CMU WALL, 3/4" METAL FURRING 2'-2" STRIPS, R-6 INSULATION, 5/8" DRYWALL, PAINT FINISH
H OVEN
OVEN
4'-5"
B
3
3'-0"
6'-0"
6'-1"
5 B
GLASS GUARDRAIL @ 42" AFF, TYP. FACE MOUNTED UNTO SIDE OF SLAB.
8
6'-9"
6'-0"
28'-4"
PORCELAIN CLADDING ON CMU ALIGN PORCELAIN AND STUCCO 1
53'-9"
PROJECT LOCATION:
3591 Rockerman Road REF. FR. OVEN Miami, FL 33133
FRAMING, R-6 INSULATION, 5/8" DRYWALL, PAINT FINISH 6 6
OVEN
OVEN
A-301
1'-6"
8" CMU WALL. 5/8" SMOOTH STUCCO, PAINT FINISH
G 17WALL, 3 5/8" METAL 2 8" CMU FR.
F.
17
3"
6'-5"
1
A
A
2'-3"
1
3326 MARY STREET, SUITE 301
PH: 305-373-4990 | FX: 305-373-4991 FIRM LICENSE # AA26001123 WWW.MAXSTRANGARCHITECTURE.COM 1
2'-2"
9'-0" 1
16
10'-8"
ELEV -0'-2" (14'-10" NGVD)COCONUT GROVE, FLORIDA 33133 T.O. F.F.E.
DN
1
15
7'-2"
A-300
A-202
GUARDRAIL @ 42" AFF TYP.
14
5'-0"
2
2'-3"
6'-11"
A-301 13
5'-0"
14
7'-2"
15
10'-8"
16
2'-3"
17
Construction Document of First Floor Plan. Base of plan begun by myself through coordination with Project Manager Evelyn Alejo.
53
T.O. GUARDRAIL EL: 28' - 6" NGVD 43' - 6"
T.O. ROOF EL: 25' - 0" NGVD 40' - 0"
ROOFING SYSTEM W/ WATERPROOFING MEMBRANE
1
3
1
A-700
A-700 SLOPE
A-400 SLOPE
B.O. CLG. EL: 22' - 6" NGVD 37' - 6"
3-5/8" GALVANIZED STEEL @ 16" O.C. W/ DRYWALL AND R:30 INSULATION. 8" CMU WALL W/ 3/4" STUCCO.
DRYWALL WITH PAINT FINISH
CONCRETE SLAB. SEE STRUCTURAL DRAWINGS.
SECOND FLOOR F.F.E. EL: 13' - 3" NGVD 28' - 3" B.O BEAM EL: 11' - 3" NGVD 26' - 3" B.O. FIN. CLG. EL: 10' - 1" NGVD 25' - 1"
PORCELAIN (TL-01) FLOOR OVER SOUNDPROOFING MEMBRANE AND CONCRETE SLAB
SLOPE
CONCRETE BEAM. (SEE STRUCTURAL DRAWINGS.)
SMOOTH STUCCO WITH PAINT FINISH BEYOND
DRYWALL WITH PAINT FINISH DRYWALL WITH PAINT FINISH
PORCELAIN (TL-01) FLOOR OVER SOUNDPROOFING MEMBRANE AND CONCRETE SLAB 8" CMU WALL W/ 3/4" STUCCO. FACE MOUNTED METAL GUARDRAIL
FEMA 1' ALLOWANCE EL: -1' - 0" NGVD 14' - 0"
HALLWAY
GUEST SUITE 3
3-5/8" GALVANIZED STEEL @ 16" O.C. W/ DRYWALL AND R-7 INSULATION.
T.O. FINISHED FLOOR EL: 0'-1" NGVD 15' - 1"
WINDO SYSTE BEYON
MAIN ENTRAN
HALLWAY
LAUNDRY ROOM
CONCRETE BEAM. (SEE STRUCTURAL DRAWINGS.)
FEMA B.F.E. EL: -2' - 0" NGVD 13' - 0"
8" CMU WALL W/ 3/4" STUCCO.
CRAWL SPACE
EXISTING GRADE VARIES
T.O. GUARDRAIL EL: 28' - 6" NGVD 43' - 6"
METAL RAILING
T.O. ROOF EL: 25' - 0" NGVD 40' - 0"
RESYSTA DECK OVER 1" X 2" SLEEPERS AND WATERPROOFING MEMBRANE.
BENCH (WRAPPED IN RESYSTA)
A-600 B.O. FIN. CLG. EL: 21' - 9" NGVD 36' - 9"
7
8" CMU WALL W/ 3/4" STUCCO.
A-700
1
3-5/8" GALVANIZED STEEL @ 16" O.C. W/ DRYWALL AND R-30 INSULATION. RESYSTA DECKING
GYM BEYOND
10 ROOFING SYSTEM
W/ WATERPROOFING MEMBRANE
T.O PARAPET EL: 13'- 9" NGVD 28' - 9"
CONCRETE SLAB. SEE STRUCTURAL DRAWINGS. SLOPE
CONCRETE PARAPET. SEE STRUCTURAL DRAWINGS.
W.C.
10
B.O. FIN. CLG. EL: 10' - 9" NGVD 25' - 9"
A-700
4
8" CMU WALL W/ 3/4" STUCCO. DRYWALL WITH PAINT FINISH
PORCELAIN (TL-01) FLOOR OVER SOUNDPROOFING MEMBRANE AND CONCRETE SLAB
T.O. FINISHED FLOOR EL: 0'-1" NGVD 15' - 1" FEMA 1' ALLOWANCE EL: -1' - 0" NGVD 14' - 0" FEMA B.F.E. EL: -2' - 0" NGVD 13' - 0"
FRONT EXISTING GRADE VARIES
54
BAR
FIXED GLASS PANEL
WINE ROOM
CONCRETE BEAM. (SEE STRUCTURAL DRAWINGS.)
CRAWL SPACE
STAIRS T SECOND
T.O. GUARDRAIL EL: 28' - 6" NGVD 43' - 6"
GLASS RAILING @ 42" A.F.F. PER FBC HALF WALL 2' A.F.F.
T.O. ROOF EL: 25' - 0" NGVD 40' - 0"
PROJECT LOCATION:
STAIRS TO ROOF DECK (WRAPPED IN RESYSTA)
OW EM ND
WINDOW SYSTEM BEYOND
3326 MARY STREET, SUITE 301 COCONUT GROVE, FLORIDA 33133 PH: 305-373-4990 | FX: 305-373-4991 FIRM LICENSE # AA26001123 WWW.MAXSTRANGARCHITECTURE.COM
3591 Rockerman Road Miami, FL 33133
CLADDING FINISH
CONCRETE PARAPET. SEE STRUCTURAL DRAWINGS.
10
SLOPE
PROJECT CLIENT(S) / OWNER(S):
T.O. PARAPET EL: 13' - 10" NGVD 28' - 10"
5
T.O. ROOF EL: 11' - 8" NGVD 26' - 8"
HILARIE BASS MIAMI, FL 33133
ARCHITECT:
MAX WILSON STRANG, RA / AIA LICENSE # AR0017183 B.O. FIN. CEILING EL: 10' - 10" NGVD 25' - 10"
OPEN BEYOND CLADDING FINISH
SMOOTH STUCCO WITH PAINT FINISH BEYOND
MEP ENGINEERING: T.O. HALF WALL EL: 2'-8" NGVD 17' - 8"
SMOOTH STUCCO WITH PAINT FINISH BEYOND
NCE 7
T.O. PLANTER EL: 2' - 0" NGVD 17' - 0"
ICON GROUP ENGINEERS 10910 SW 240TH ST MIAMI, FL 33032 PH: 305-300-7178 STRUCTURAL ENGINEERING:
GLASS GUARDRAIL
FACE MOUNTED GLASS GUARDRAIL
GENERAL CONTRACTOR: THREE LIONS CONSTRUCTION, INC. 200 CRANDON BLVD. SUITE 314 KEY BISCAYNE, FL 33149 PH: 305-365-1230
8" CMU WALL W/ PORCELAIN (TL-02) CLADDING.
SMOOTH STUCCO WITH PAINT FINISH
FEMA B.F.E. EL: -2' - 0" NGVD 13' - 0"
CLADDING FINISH
DOUGLAS WOOD & ASSOCIATES 2100 PONCE de LEON SUITE 1020 CORAL GABLES, FL 33134 PH: 305-461-3450
PROJECT NAME: EXISTING GRADE VARIES
1
1
BASS RESIDENCE PROFESSIONAL SEAL(S):
NORTH SOUTH SECTION 1 SCALE: 1/4" = 1'-0"
A-401 T.O. GUARDRAIL EL: 28' - 6" NGVD 43' - 6"
UPTURNED CONCRETE BEAM. SEE STRUCTURAL DRAWINGS.
T.O. ROOF EL: 25' - 0" NGVD 40' - 0"
B.O. CLG. EL: 22' - 6" NGVD 37' - 6"
3-5/8" GALVANIZED STEEL @ 16" O.C. W/ DRYWALL AND R-30 INSULATION. DRYWALL WITH PAINT FINISH
SHOE CLOSET
DRYWALL WITH PAINT FINISH
COFFEE BAR
MASTER FOYER
OFFICE BEYOND
STOREFRONT SYSTEM
PORCELAIN (TL-01) FLOOR OVER SOUNDPROOFING MEMBRANE AND CONCRETE SLAB
MASTER BEDROOM
A-700
3
B.O. FIN. CLG. EL: 10' - 9" NGVD 25' - 9"
3-5/8" GALVANIZED STEEL @ 16" O.C. W/ DRYWALL AND R-7 INSULATION. 8" CMU WALL W/ 3/4" STUCCO.
MAIN FOYER
KITCHEN CONCRETE BEAM. (SEE STRUCTURAL DRAWINGS.)
CRAWL SPACE
STORAGE SPACE
DESIGN REVISION
5
12.17.2013
ZONING COMMENTS
DATE
CLIENT/DESIGN REVISION
DESCRIPTION
SHEET ISSUE / REVISION LOG CONFIDENTIALITY NOTICE: The drawing and information contained within is property of Max Strang Architecture, Inc. and is intended only for the parties indentified above or of governmental position(s). This plan may not be reproduced without written permission from the Project Manager assigned to this project.
Project ID:
Drawn By:
Print Date:
Scale:
Bs_2012
PORCELAIN (TL-01) FLOOR OVER SOUNDPROOFING MEMBRANE AND CONCRETE SLAB
TO FLOOR
03.14.2014
© 2012- MAX STRANG ARCHITECTURE, Inc.
EXPOSED CONCRETE WALL
FIXED GLASS PANEL
04.25.2014
7
No. SECOND FLOOR F.F.E. EL: 13' - 2" NGVD 28' - 2"
CONCRETE BEAM. (SEE STRUCTURAL DRAWINGS.)
10
APR. 10, 2014
T.O. FINISHED FLOOR EL: 0'-1" NGVD 15' - 1" FEMA 1' ALLOWANCE EL: -1' - 0" NGVD 14' - 0" FEMA B.F.E. EL: -2' - 0" NGVD 13' - 0"
FOR 24X36
Sheet Title:
SECTIONS
METAL LOUVERS EXISTING GRADE VARIES
2
SOUTH NORTH SECTION 1 SCALE: 1/4" = 1'-0"
Sheet No:
A-300 55
56
SLOPE SLOPE
SLOPE
SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE ROOFING SYSTEM W/ WATERPROOFING MEMBRANE
ROOFING SYSTEM W/ WATERPROOFING MEMBRANE
ROOFING SYSTEM W/ CONCRETE SLAB POURED WITH SLOPE WATERPROOFING MEMBRANE ROOFING SYSTEM W/ TO DRAIN 41" /12" MINIMUM. REFER TO WATERPROOFING MEMBRANE STRUCTURAL DRAWINGS. CONCRETE SLAB POURED WITH SLOPE TO DRAIN 41" /12" MINIMUM. REFER TO STRUCTURAL DRAWINGS.
BRANE
ED WITH SLOPE M. REFER TO S.
CONCRETE SLAB POURED WITH SLOPE TO DRAIN 41" /12" MINIMUM. REFER TO STRUCTURAL DRAWINGS. CONCRETE SLAB POURED WITH SLOPE TO 1 DRAIN 4" /12" MINIMUM. REFER TO PORCELAIN CLADDING FINISH STRUCTURAL DRAWINGS. BEYOND SMOOTH STUCCO W/ PAINT FINISH
CONCRETE SLAB POURED WITH SLOPE TO SMOOTH STUCCO W/ PAINT FINISH DRAIN 41" /12" MINIMUM. REFER TO STRUCTURAL DRAWINGS. SMOOTH STUCCO W/ PAINT FINISH
INT FINISH
SLOPE
FINISH.
CONTINUOUS 1/2 " WATER DRIP EDGE IN STUCCO 2" FROM EDGE.
INT FINISH
MITER ALL CORNERS SMOOTH STUCCO W/ PAINT FINISH BEYOND
MITER CORNER
SLOPE
SLOPE
1
OPE TO DRAIN AT ER 12".
1 SCALE: 3" = 1'-0" PORCELAIN SLEEVE SECTION DETAIL CONCRETE SLAB POURED WITH SLOPE
TO DRAIN 41" /12" MINIMUM. REFER TO STRUCTURAL DRAWINGS. SLOPE TO DRAIN AT 1 8" PER 12".
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0" SLOPE
4"
SLOPE
1"
SLOPE
3
SLOPE TO DRAIN AT 3 1 4" STONE PAVER FOR 8" PER 12". POOL DECK.
1"
2"
TONE PAVER FOR OL DECK.
MEP ENGINEERING: ICON GROUP ENGINEERS 10910 SW 240TH ST MIAMI, FL 33032 PH: 305-300-7178
STRUCTURAL ENGINEERING:
DOUGLAS WOOD & ASSOCIAT 2100 PONCE de LEON SUITE 1 CORAL GABLES, FL 33134 PH: 305-461-3450
PORCELAIN SLEEVE SECTION DETAIL 2 SCALE: 3" = 1'-0" PORCELAIN SLEEVE SECTION PORCELAIN SECTION DETAIL DETAIL 2 SCALE: 3"SLEEVE CONCRETE SLAB POURED WITH SLOPE TO = 1'-0" 2"
SCALE: 3" = 1'-0"
2"
SMOOTH STUCCO W/ PAINT FINISH 3 4" STONE PAVER FOR POOL DECK.
SLOPE
THREE LIONS CONSTRUCTIO 200 CRANDON BLVD. SUITE 3 KEY BISCAYNE, FL 33149 PH: 305-365-1230
PORCELAIN CLADDING FINISH CONTINUOUS 1/2 " WATER DRIP BEYOND EDGE IN STUCCO 2" FROM EDGE. PORCELAIN CLADDING FINISH BEYOND ROOFING SYSTEM W/ WATERPROOFING MEMBRANE
PORCELAIN SLEEVE SECTION DETAIL
PORCELAIN SLEEVE SECTION DETAIL
MAX WILSON STRANG LICENSE # AR0017183 GENERAL CONTRACTOR:
MITER CORNER
PORCELAIN CLADDING FINISH BEYOND PORCELAIN CLADDING FINISH ROOFING SYSTEM W/ BEYOND WATERPROOFING MEMBRANE
2
ARCHITECT:
CONTINUOUS 1/2 " WATERREVEAL DRIP 3/4" SHADOW EDGE IN STUCCO 2" FROM EDGE. SMOOTH STUCCO W/ PAINT FINISH 3/4" SHADOW REVEAL 3-5/8" GALVANIZED LT GAUGE STEEL JOISTS, DENSGLASS, PAPER BACKED METAL LATH, THINSET, AND PORCELAIN 3-5/8" GALVANIZED FINISH. LT GAUGE STEEL JOISTS, DENSGLASS, PAPER BACKED METAL LATH, THINSET, AND PORCELAIN CONCRETE SLAB POURED WITH SLOPE TO FINISH. 1 DRAIN MITER CORNER 4" /12" MINIMUM. REFER TO STRUCTURAL DRAWINGS.
SMOOTH STUCCO W/ PAINT FINISH PORCELAIN CLADDING FINISH BEYOND BEYOND
SLOPE
INISH
SL
HILARIE BASS MIAMI, FL 33133
SLOPE
CONTINUOUS 1/2 " WATER DRIP EDGE IN STUCCO 2" FROM EDGE.
SLOPE
PROJECT CLIENT(S) / OWNER
3/4" SHADOW REVEAL
CONTINUOUS 1/2 " WATERREVEAL DRIP 3/4" SHADOW EDGE IN STUCCO 2" FROM EDGE. CONTINUOUS 1/2 " WATER DRIP EDGE IN STUCCO 2" FROM EDGE. 3/4" SHADOW REVEAL 3-5/8" GALVANIZED LT GAUGE STEEL 3/4" SHADOW REVEAL JOISTS, DENSGLASS, PAPER BACKED METAL LATH, THINSET, AND PORCELAIN 3-5/8" GALVANIZED FINISH. LT GAUGE STEEL JOISTS,STEEL DENSGLASS, PAPER BACKED 3-5/8" GALVANIZED LT GAUGE METALBACKED LATH, THINSET, AND PORCELAIN MITER ALL CORNERS JOISTS, DENSGLASS, PAPER METAL LATH, THINSET, FINISH. AND PORCELAIN
AUGE STEEL PER BACKED AND PORCELAIN
PROJECT LOCATION:
3591 Rockerman Roa Miami, FL 33133
SMOOTH STUCCO W/ PAINT FINISH MITER CORNER
SMOOTH STUCCO W/ PAINT FINISH
ER DRIP OM EDGE.
3326 MARY STREET, S COCONUT GROVE, FLOR PH: 305-373-4990 | FX: 30 FIRM LICENSE # AA26 WWW.MAXSTRANGARCHIT
ROOFING SYSTEM W/ WATERPROOFING MEMBRANE
4"
PORCELA 3 3" = 1'-0" PROJECTSCALE: NAME: PORCELAIN SLE 3 BASS RESIDENCE SCALE: 3" = 1'-0"
DRAIN 41" /12" MINIMUM. REFER TO STRUCTURAL DRAWINGS.
4"
PROFESSIONAL SEAL
SMOOTH STUCCO W/ PAINT FINISH
SLOP
AIN FOR POOL DECK. REFER TO RUCTURAL AND UMBING DRAWINGS FOR TAILS.
ALIGN
ANCHORED TO ALUMINUM 3/4" SHADOW REVEAL POST.
DRAIN FOR POOL DECK. REFER TO 3-5/8" GALVANIZED LT GAUGE STEEL STRUCTURAL AND JOISTS, DENSGLASS, PAPER BACKED PLUMBING DRAWINGS FOR METAL LATH, THINSET, AND PORCELAIN DRAIN FOR DETAILS. POOL DECK. REFER TO FINISH. STRUCTURAL AND
ALIGN
NCRETE SLAB. REFER STRUCTURAL DRAWINGS R DETAILS.
CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.
CONTINUOUS 1/2 " WATER DRIP EDGE IN STUCCO 2" FROM EDGE.
1" X 4" ALUMINUM PROFILE 3/4" SHADOW REVEAL ANCHORED TO ALUMINUM POST.
MITER ALL CORNERS
ALIGN
2'
2" X 2" ALUMINUM POST ANCHORED INTO CONCRETE CAP.
2'
2'
2" X 2" ALUMINUM POST ANCHORED INTO CONCRETE CAP. 2" X 2" ALUMINUM POST ANCHORED1" INTO X 4" ALUMINUM PROFILE CONCRETE ANCHORED CAP. TO ALUMINUM CONTINUOUS 1/2 " WATER DRIP POST. EDGE IN STUCCO 2" FROM EDGE. 1" X 4" ALUMINUM PROFILE
PLUMBING DRAWINGS FOR DETAILS.
CONCRETE CAP AND MASONRY WALL. REFER TO SMOOTH STUCCO W/ PAINT FINISH STRUCTURAL DRAWINGS BEYOND FOR DETAILS.
3 4" DRYWALL WITH PAINT FINISH PORCELAIN CLADDING. PORCELAIN CLADDING FINISH DRYWALL BEYOND WITH PAINT FINISH CONCRETE BEAM. SEE STRUCTURAL DRAWINGS.
PORCELAIN CLADDING FINISH BEYOND DRYWALL WITH PAINT FINISH
SLOPE TO DRAIN AT 1 8" PER 12".
EXPOSED CONCRETE WALL. SEE STRUCTURAL DRAWINGS 1" FOR DETAILS. EXPOSED CONCRETE WALL. SLOPE SLOPE SEE STRUCTURAL DRAWINGS FOR DETAILS.
2
PORCELAIN SLEEVE SECTION DETAIL SCALE: 3" = 1'-0"
2"
3 4"
STONE PAVER FOR POOL DECK.
9"
2'
1" X 4" ALUMINUM PROFILE ANCHORED TO ALUMINUM POST.
ALIGN
DRAIN FOR POOL DECK. REFER TO STRUCTURAL AND PLUMBING DRAWINGS FOR DETAILS.
SLOPE
ROOFING SYSTEM W/ WATERPROOFING MEMBRANE
SMOOTH STUCCO W/ PAINT FINISH
SCALE: 3" = 1'-0"
SLOPE
10910 SW 240TH ST MIAMI, FL 33032 PH: 305-300-7178
PORCELAIN CLADDING FINISH BEYOND
STUCCO REVEAL AT EXPOSED CONCRETE WALL (TYP.) PORCELAIN SLEEVE SECTION DETAIL 2 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 2
PORCELAIN SLEEVE SECTION DETAIL SCALE: 3" = 1'-0"
2"
4"
2"
3 4" STONE PAVER FOR POOL DECK.
3
STRUCTURAL ENGINEERING:
3
6
PORCELAIN SLEEVE SECTION DETAIL
DOUGLAS WOOD & ASSOCIATE 2100 PONCE de LEON SUITE 102 CORAL GABLES, FL 33134 PH: 305-461-3450
SCALE: 3" = 1'-0"
PROJECT NAME:
BASS RESIDENCE
SCALE: 3" = 1'-0"
57
ALIGN
1" X 4" ALUMINUM PROFILE 1" X 4" ALUMINUM PROFILE ANCHORED TO ALUMINUM ANCHORED TO ALUMINUM POST. POST.
ALIGN
P
PROFESSIONAL SEAL(S
4"
2" X 2" ALUMINUM POST ANCHORED INTO 2" X 2" ALUMINUM POST CONCRETE CAP. ANCHORED INTO
2' DRAIN FOR POOL DECK. REFER TO
DRAIN FOR POOL DECK. REFER TO STRUCTURAL AND STRUCTURAL AND PLUMBING DRAWINGS FOR DETAILS. PLUMBING DRAWINGS FOR DETAILS.
D 2 C P
TRANSOM AND SLIDING DB
Roof and Finish Details. Involvement was corrections and re-design of certan finishes within residence
CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.
S
P
PORCELAIN SLEEVE SECTION DETAIL SITE WALL SECTION SCALE: 3" = 1'-0" 5 SCALE: 1 1/2" = 1'-0"
CONCRETE CAP.
CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.
T 2 K
THREE LIONS CONSTRUCTION,1 200 CRANDON BLVD. SUITE 314 M KEY BISCAYNE, FL 33149 P PH: 305-365-1230
CONCRETE SLAB POURED WITH SLOPE TO MEP ENGINEERING: CONTINUOUS 1/2 " WATER DRIP REFER TO DRAIN 41" /12" MINIMUM. STRUCTURAL DRAWINGS. EDGE IN STUCCO 2" FROM EDGE. ICON GROUP ENGINEERS
CONTINUOUS 1/2 " WATER DRIP EDGE IN STUCCO 2" FROM EDGE.
PORCELAIN CLADDING FINISH BEYOND
G
MAX WILSON STRANG, P
PORCELAIN CLADDING FINISH MITER CORNER BEYOND
2'
SLOPE
BASS MIAMI, FL 33133
ARCHITECT:
3-5/8" GALVANIZED LT GAUGE STEEL JOISTS, DENSGLASS, PAPER BACKED METAL LATH, THINSET, AND PORCELAIN FINISH.
MITER ALL CORNERS
M L
PROJECT CLIENT(S) / OWNER(S
LICENSE # AR0017183 CONCRETE SLAB POURED WITH SLOPE TO SMOOTH STUCCO W/ PAINT FINISH M DRAIN 41" /12" MINIMUM. REFER TO GENERAL CONTRACTOR: STRUCTURAL DRAWINGS. I
3/4" SHADOW REVEAL
SLOPE TO DRAIN AT 1 8" PER 12".
M
3591 Rockerman Road Miami, FL 33133
SMOOTH STUCCO W/ PAINT FINISH HILARIE
3/4" SHADOW REVEAL
MITER CORNER
SMOOTH STUCCO W/ PAINT FINISH BEYOND
1"
3 M
3326 MARY STREET, SU COCONUT GROVE, FLORID PH: 305-373-4990 | FX: 305-P FIRM LICENSE # AA260 WWW.MAXSTRANGARCHITEC H
SLOPE
FINISH.
3 4" STONE PAVER FOR POOL DECK.
LIGHTING COVE. SEE LIGHTING DETAILS.
MITER CORNER SLOPE
3-5/8" GALVANIZED LT GAUGE STEEL JOISTS, DENSGLASS, PAPER BACKED 1/2 " WATER DRIP METAL LATH,CONTINUOUS THINSET, AND PORCELAIN EDGE IN STUCCO 2" FROM EDGE. FINISH.
3/4" SHADOW REVEAL
SLOPE TO DRAIN AT 7 1 8" PER 12".
PORCELAIN CLADDING FINISH BEYOND
3/4" SHADOW REVEAL
PLANTER EDGE BELOW 3-5/8" GALVANIZED LT GAUGE STEEL SMOOTH STUCCO W/ PAINT FINISH JOISTS, DENSGLASS, PAPER BACKED 3/4" SHADOW REVEAL METAL LATH, THINSET, AND PORCELAIN BEYOND
N SLEEVE SECTION DETAIL
A-60
A
SMOOTH STUCCO W/ PAINT FINISH
7
SCALE: 3" = 1'-0"
PROJECT LOCATION:
CONTINUOUS 1/2 " WATER DRIP EDGE IN STUCCO 2" FROM EDGE.
3-5/8" GALVANIZED LT GAUGE STEEL JOISTS, DENSGLASS, PAPER BACKED METAL LATH, SMOOTH STUCCO 3-5/8" GALVANIZED LT GAUGE STEEL FINISH W/ PAINT. JOISTS, DENSGLASS, PAPER BACKED CONTINUOUS 1/2 " WATER DRIP METAL LATH, THINSET, AND PORCELAIN EDGE IN STUCCO 2" FROM EDGE. FINISH.
TAIL
6
PORCELAIN CLADDING FINISH BEYOND
9"
SMOOTH STUCCO W/ PAINT FINISH
3/4" SHADOW REVEAL
PORCELAIN CLADDING FINISH BEYOND
Sheet No:
W TRANSOM AND SL 6 SCALE: 3" = 1'-0" TRANSOM AND SLIDINGP
3/4" SHADOW REVEAL
SLOPE
F
BUILDI DETAIL
SLIDING WINDOW SYSTEM - SEE GLAZING SCHEDULE
SLOPE
SMOOTH STUCCO W/ PAINT FINISH
Sc
Sheet Title:
MITER CORNER
CONCRETE SLAB POURED WITH SLOPE TO DRAIN 41" /12" MINIMUM. REFER TO STRUCTURAL DRAWINGS.
EXPOSED CONCRETE WALL. SEE STRUCTURAL DRAWINGS FOR DETAILS.
D
Print Date:
APR. 10, 2014
4'
LINEAR DRAIN SECTION DETAIL
Project ID:
Bs_2012
3 4
CONTINUOUS 1/2 " WATER DRIP EDGE IN STUCCO 2" FROM EDGE.
© 2012- MAX STRANG ARCH
BREAK METAL.
1 4
CONCRETE SLAB POURED WITH SLOPE TO DRAIN 41" /12" MINIMUM. REFER TO STRUCTURAL DRAWINGS.
MITER ALL CORNERS
governmental position(s). This p
Project Manager assigned to thi
STEEL TUBE. REFER TO STRUCTURAL DRAWINGS.
STRUCTURAL DRAWINGS.
4
SCALE: 3" = 1'-0" CONFIDENTIALITY NOTICE: The drawing and information co
LIGHTING COVE. reproduced without written perm SEE LIGHTING DETAILS.
CONTINUOUS SEALANT.
STUCCO REVEAL AT EXPOSED CONCRETE WALL (TYP.) 7 SCALE: 3" = 1'-0" SITE WALL SECTION SLOPE 5 SCALE: 1 1/2" = 1'-0" STUCCO REVEAL AT EXPOSED CONCRETE WALL (TYP.) " DRYWALL WITH PAINT 7 7SCALE: 3"SITE SITE WALL SECTION AND SLIDING DOOR SYSTEM DETAILFINISH = 1'-0" WALL SECTION CONCRETE SLAB POURED WITH TRANSOM TO 5 SCALE: 6 TOSLOPE 5 SCALE: 1 1/2" = 1'-0" 1 1/2" = 1'-0" SLOPE DRAIN " /12" MINIMUM. REFER SCALE: 3" = 1'-0"
ROOFING SYSTEM W/ WATERPROOFING MEMBRANE
DE
SHEET ISSUE / REVI PORCELAIN SLEE
CONTINUOUS SEALANT.
CONCRETE CAP AND MASONRY WALL. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.
ROOFING SYSTEM W/ WATERPROOFING MEMBRANE
7
SMOOTH STUCCO W/ PAINT FINISH
2" X 2" ALUMINUM POST ANCHORED INTO CONCRETE CAP.
DESIGN
property of Max Strang Architec LIGHTING COVE. intended only for the parties inde SEE LIGHTING DETAILS.
PORCELAIN CLADDING FINISH BEYOND
CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.
ROOFING SYSTEM W/ WATERPROOFING MEMBRANE
TYP.)
DATE
FIXED WINDOWS SYSTEM. INSTALL AS PER MANUFACTURERS NOA APPROVED DRAWINGS
PLANTER EDGE BELOW SLOPE 3/4" SHADOW REVEAL PLANTER EDGE BELOW
CONCRETE SLAB POURED WITH SLOPE TO DRAIN 41" /12" MINIMUM. REFER TO STRUCTURAL DRAWINGS.
03.14.2014
3
CONTINUOUS SEALANT.
4"
LIGHTING COVE. SEE LIGHTING DETAILS.
9"
SMOOTH STUCCO W/ PAINT 3-5/8" GALVANIZED LT GAUGE STEEL FINISH JOISTS, DENSGLASS, PAPER BACKED METAL LATH, SMOOTH STUCCO 3-5/8" GALVANIZED LT PAINT. GAUGE STEEL FINISH W/ JOISTS, DENSGLASS, PAPER BACKED METAL LATH, SMOOTH STUCCO FINISH W/ PAINT.
SLOPE
PROVIDE BUCKING AND SHIMMING AS PER MANUFACTURER'S SPECS
4'
4'
4'
LINEAR DRAIN SECTION SECTION DETAIL DETAIL PORCELAIN SLEEVE 1 SCALE:43" = SCALE: 3" = 1'-0" 1'-0" LINEAR DRAIN SECTION DETAIL 4 SCALE: 3" = 1'-0"
3/4" SHADOW REVEAL
7
No.
3 4"
3 4"
SMOOTH STUCCO W/ PAINT FINISH
3-5/8" GALVANIZED LT GAUGE STEEL JOISTS, DENSGLASS, PAPER BACKED METAL LATH, THINSET, AND PORCELAIN FINISH. CONCRETE CAP AND MASONRY WALL. REFER TO STRUCTURAL DRAWINGS CONCRETE FOR CAP DETAILS. AND MASONRY WALL. REFER TO MITER CORNER STRUCTURAL DRAWINGS 3/4" SHADOW REVEAL FOR DETAILS.
CONCRETE CAP AND
MASONRY WALL. REFER TO CONCRETE CAP AND STRUCTURAL DRAWINGS MASONRY WALL. REFER TO
3/4" SHADOW REVEAL
58
59