NATHAN STANFIELD ARCHITECTURE PORTFOLIO M.ARCH CANDIDATE. WASH U GSAUD
SELECTED WORK ACADEMIC CLIFFTOP ALLIANCE PRESERVE [ fl 17 ] [ fl 17 ]
speleology center monroe county mapping
COACHELLA VALLEY [ sp 17 ] [ sp 17 ]
coachella valley mapping civic center + marathon festival
LAFAYETTE AVE & I-44 [ sp 16 ] [ sp 16 ]
terrarium. selaginella kraussiana aurea ampitheater + greenhouse
OLD CHAIN OF ROCKS BRIDGE [ fl 16 ]
home for stories
CHIPPEWA ST & JEFFERSON AVE [ sp 18 ]
dutchtown transit hub
01-16 17-18 19-20 21-32 33-34 35-42 43-44 45-52
PROFESSIONAL BOSTON COMMON [ fl 18 ]
the ripple effects
PRIVATE RESIDENCE [ now ]
+
sweet tree house
53-54 55-66
CONTACT natestanfield14@gmail.com +1 617 285 2047 6 antrim st #2 cambridge, ma usa 02139 i aspire to think big picture, practice empathy, and design iteratively.
limestone natural pattern (individual). professor: igor marjanovic. marjanovic@wustl.edu. 111 studio. fall 2014.
SPELEOLOGY CENTER site professor
clifftop alliance preserve. monroe county, illinois usa gia daskalakis. giad@wustl.edu. 411 studio. fall 2017
Formal experiments are conducted with ellipsoidal geometries to better understand the unique topography of a sinkhole plain. Both the site research and geometric experiments inform the final proposal: an impermanent research facility with a 20 year lifespan, designed to investigate the relationship between agriculture and cave system. All work shown is individual. 01
02
rendering. [ e ] speleologist laboratory + dwelling
03
The research would investigate sinkhole buffering, a promising farming strategy capable of mitigating the adverse effects of commercial farming on an extremophile ecosystem below.
04
The project proposes 5 typologies: [a] water quality testing devices at strategic locations in the cave system; [b] temporary agricultural plots at which to experiment with and assess sinkhole buffering strategies; [c] permeable paving to facilitate access to these farming plots; [d] a cave entry shaft to facilitate access to the water quality testing devices; and [e] a laboratory and dwelling for the speleologists, sited outside the sinkhole plain to mitigate environmental impact.
[ A ] (typ.)
[ B ] (typ.) 100’ offset
winter wheat whe
[ C ] (typ.)
[D] soil fill
05
cave ent
section perspective diagram. [ e ] speleologist laboratory + dwelling
50’ offset
eat
corn
sinkhole
0’ offset
soybeans
[E]
try
section diagrams. research typologies [a] - [e]
06
site map. typologies [ a ] - [ e ]
07
08
09
1 : 16 000 scale site model. speleology center. red pins mark site interventions.
10
rendering. [ e ] speleologist laboratory + dwelling
11
The researcher dwelling volume is designed to be opaque and private, while the research facility volume is designed to be transulcent, maintaining a visual connection with the surrounding site.
12
process sketches. [ e ] speleologist laboratory + dwelling
physical model. [ e ] speleologist laboratory + dwelling
13
The laboratory canopy directs rainwater to a subterranean cistern, which serves the water needs of the researchers yearround. The design employs fabric solar panels, which offset energy consumption while allowing for light and translucent space.
14
15
While typologies [a] – [d] are strategies and systems, [e] is an architectural experiment and a hub of human activity. It attempts to affirm the ethos of the project: the mitigation of human impact on the environment.
16
MONROE COUNTY MAPPING site professor
clifftop alliance preserve. monroe county, illinois usa gia daskalakis. giad@wustl.edu. 411 studio. fall 2017
The mapping investigates the political and environmental conflict of the nature preserve’s region. Agriculture serves as the primary economy, yet a massive cave system and sinkhole plain below house a fragile ecosystem endangered by polluted agricultural runoff. The ideal site for architectural intervention seems to be the geographic boundary between these opposing economic and ecological spaces. All work shown is individual. 17
sectional mapping. karst topography
18
COACHELLA VALLEY MAPPING site professor
coachella valley, california usa derek hoeferlin. hoeferlin@wustl.edu. 312 studio. spring 2017.
The project activates architecture to make water infrastructure in the Coachella Valley accessible and understood. Given the speculative future format of the studio, the proposal envisions a Coachella Valley without the Colorado aqueduct. Substantial, reactive government action to curb water use is predicted. The imagined spaces and strategies mean to accommodate this government action. All work shown is individual. 19
plan + sectional mapping. colorado river aqueduct + coachella valley water infrastructure
20
CIVIC CENTER + MARATHON FESTIVAL site professor
coachella valley, california usa derek hoeferlin. hoeferlin@wustl.edu. 312 studio. spring 2017.
A new Coachella Valley civic center, courthouse, and city hall is sited at a supply well, adjacent to an existing groundwater replenishment basin facility. The construction reaches 150’ underground: 50’ below the water table and into the aquifer, the desert’s longstanding subterranean water source. All work shown is individual. 21
(left) cut section. (right) site plan. photography credit: rory thibault. 2017
22
23
physical model. civic center + supply well
24
plan diagram + above ground section. graphite on mylar
below ground section. graphite on mylar
25
26
(above) physical progress section model. (right) cut section. civic center
A water-based site orients the collective conscience away from a typical civic hub, and towards an experiential understanding of the counterintuitive movement of water that enables water consumption in the desert.
27
28
The civic space anchors a marathon-length (26.22 mi) tour of water infrastructure in the valley. The tour is designed to explicate Coachella Valley’s convoluted water infrastructure and political history. The marathon tour holds two primary functions. First, it is the proposed site for the annual Coachella Marathon Festival. Second, it serves as a mandatory experience for new property owners. The project supposes that these individuals are legally required to complete the tour, in whatever time frame needed, if they are to own property in the Coachella Valley. This admittedly harsh requirement bases upon the absurd reality of water issues in the desert valley community.
29
30
(left) coachella marathon festival axonometric. the tour is determined by site elements relevant to water consumption (see photographs above). (center) cut plan at 100’ below ground. civic center 31
site plan. civic center 32
physical model. terrarium
TERRARIUM. SELAGINELLA KRAUSSIANA AUREA site professor
33
n/a alex waller. walleral@wustl.edu. 212 studio. spring 2016
The plant has three basic ecological requirements: a moist environment, well-drained soil, and cover from direct sunlight. Its organic adaptability and ‘branching’ growth pattern call for a terrarium formed by a similar accumulation of modules. The curved panel canopy channels rainwater to the plant and provides significant shade. This strategy also allows for an interactive canopy up which the plant can grow overtime, enabling the spike moss and terrarium to become interdependent and inseparable. All work shown is individual.
plan
canopy section
axonometric
34
AMPITHEATER + GREENHOUSE site professor
lafayette ave & i-44. soulard, st. louis, missouri usa alex waller. walleral@wustl.edu. 212 studio. spring 2016
The site on Lafayette Ave and I-44 negotiates between contrastive urban climates, interstate and neighborhood, but is ultimately dominated by the adjacent highway. Poor air quality and environmental conditions provide an unwelcoming location for plant life. Thus, the architectural form seeks to close off the greenhouse from the source of these conditions, the highway, and open itself up to the neighborhood. All work shown is individual. 35
rendering. greenhouse + ampitheater
36
exploded axonometric. wall + floor + roof assembly. greenhouse + ampitheater 37
cut plans. greenhouse + ampitheater 38
The material assembly of the greenhouse draws inspiration from the growth pattern of spike moss: a slow accumulation in which new plant life incrementally extends from existing. A system of layered strips weave through interior (enclosed) and exterior (exposed) space. These layers form a structural envelope that shelters the spike moss beds from direct sunlight and provides pathways for people to explore the space.
39
physical model. greenhouse + ampitheater
40
The terraced amphitheater assumes a fluid programmatic role for presentation, observation, and interaction. The amphitheater is neither interior nor strictly exterior, and aims to encourage entry, repose, and introspection. As the site is centrally located in a thriving Soulard neighborhood, the space aims to promote both human congregation and plant growth.
41
renderings. greenhouse + ampitheater
42
HOME FOR STORIES site professor
old chain of rocks bridge. madison county, illinois usa nathaniel elberfeld. njelberfeld@wustl.edu. 311 studio. fall 2016
Home for Stories is an ethnography outpost and researcher dwelling sited on a pedestrian bridge. Dedicated to a consensus-based sharing of St. Louis residents’ stories, a public audio-gallery serves as the platform for a collective narrative. The architecture responds to the current of wind, aspiring to create spatial opportunities for introspection through a medium of deafening silence. 43
physical model / rendering. ethnography outpost
44
traffic section @ intersection, existing
traffic section @ intersection + transit expansion
DUTCHTOWN TRANSIT HUB site professor
45
chippewa st & jefferson ave. dutchtown, st. louis, missouri usa linda samuels. lcsamuels@wustl.edu. 412 studio. spring 2018
The studio speculates transit-oriented development in Dutchtown in anticipation of the future North-South MetroLink expansion. The first half of the semester comprised group mapping and modeling, empirical site research, and an open dialogue with neighborhood residents and community partners. The model documents the site’s existing conditions: traffic patterns, illegal dumping sites, property ownership, vacancy, green space, and arts & cultural institutions. The site model (right) is groupwork. Everything else shown is individual.
site model (groupwork)
46
The second half of the studio comprised individual work, which culminated in a final review that took place in the neighborhood. Rigorous study modeling drove design decision-making in this second part of the semester. All work shown is individual unless explicitly noted otherwise.
47
study model / diagrams. closed loop economy
48
photocollage perspective. aerial + waste cleanup and research facility
photocollage section perspective. metrolink station and stormwater retention
49
The project proposes a phased program that leverages waste as raw material. The concept uses stormwater runoff for food production and green space; waste of one business as the input of another; and an existing gas station, parking lots, and excess street as justice-focused development.
50
The final master plan follows a simple spatial logic, based on its economic function as a closed loop economy. It clusters business types by their material needs and byproducts, to encourage sustainable exchange and social connection.
51
plan + physical model overlay. master plan diagram
52
THE RIPPLE EFFECTS site project team
boston common. boston, massachusetts usa. summer - fall 2018 wodiczko + bonder / maryann thompson architects w/ walter hood
The project team was one of three finalists for nonprofit King Boston’s design competition. The memorial seeks to honor the legacy and leadership of Martin Luther King Jr. and Coretta Scott King. Individual contribution: I worked under Ricardo Solar on the fabrication of the project team’s physical model (right), presented at the final project interview. I also contributed drawings and renderings (left) presented at this interview. 53
54
SWEET TREE HOUSE site project team
private residence. greater boston area, massachusetts usa. may 2019 - present maryann thompson: architect. nathan stanfield: lead project manager and designer. roome & guarracino: structural engineer. glm engineering consultants: civil engineer
All drawings and renderings by Nathan Stanfield (self), supervised by Maryann Thompson FAIA (Principal, Maryann Thompson Architects. maryann@maryannthompson.com). All drawings checked by Martha Foss (Principal, Maryann Thompson Architects). The project is currently in the Construction Documents phase. 55
exterior rendering. great room addition
56
01/A3.01 NEW STONE STEPS TO WRAP ADDITION
+/- 24'-1 1/2"
+/- 25'-10"
+/- 17'-0"
03/A3.01
NEW WALLS
+/- 14'-11"
LIMIT OF PROJECT SCOPE
EXISTING MAPLE TREE TO BE PRESERVED
NEW STONE 10 STEPS
8X8 SEE STR 26
f
6'-0"
KITCHEN ADDITION EXTENDS 6' FROM EXISTING BUILDING FOOTPRINT
01/A2.02
2
6X6 SEE STRUCTURAL
27
TABLE BY OWNER
10
02/A3.00
09 A7.15 07 08 NEW STONE 10 STEPS. SEE DETAILS
+/- 13'-2 1/2"
3'-2"
EXISTING STONE STEPS
f
02/A3.01
+/- 13'-11"
EXISTING BUILDING FOOTPRINT
DN ISLAND 02 ISLAND 01
A7.15 02
f
f
f
GARAGE
RENOVATE FIREPLA SEE A8.02. CHIMNEY PLUMBED FOR 212 B
101
A7.11 01
HORIZONTAL WOOD PANELING AT FIREPLACE TO WRAP AROUND TO STORAGE CABINET
02
SUNROOM 102
DN f
f
STORAGE CABINET
FAMILY ROOM 104
f
06 A7.11 04 05 102-1
NEW GARAGE DOORS 101-1
DN
101-2 EXISTING STONE STEPS
f
DN
NEW STONE 10 STEPS. SEE DETAILS
01
FIRST FLOOR PLAN
0
1'
4'
8'
16'
SCALE: 1/4"=1'-0"
first floor plan (draft: in progress). addition and renovation
57
MARYANN THOMPSON ARCHITECTS 741 MT. AUBURN ST WATERTOWN, MA 02472 T. 617.744.5187 x113
02/A2.02
C MARYANN THOMPSON ARCHITECTS
EXISTING SEPTIC TANK
REVIEW:
+/- 12'-0"
01/A3.00
REPLACE RAILING AT DECK
+/- 32'-10 1/2"
NS
ARCHITECT
--
OWNER
--
+/- 16'-7"
UP
23
22
f
+/- 32'-3"
f UP
08 07 A7.16 05
f
21
06
04
+/- 16'-1"
GREAT ROOM 115
03 A7.13 01
+/- 20'-11"
f
STEEL 8X8 COLUMNS. SEE STRUCTURAL
109-2
f
24
INITIALS
PROJECT MANAGER
EXISTING DECK
PAINTED STEEL 8X8 COLUMNS. SEE STRUCTURAL
4'-0"
CHECKED BY
02
109
UP
+/- 6'-6"
SWEET TREE FARM HOUSE
MUSIC ROOM
BOOKCASE
25
02
03
DESK HEIGHT SHELVING
OFFICE
EXISTING BUREAU
3'-0" 4'-0"
113-1
ACE. Y TO BE BATH
CANDLE NICHE CL ON DINING
COZY CORNER
110
06 A7.14
112
108
110-1
19
05 04 A7.12 02
07
HALL
03
05
CONSULTANTS:
CIVL ENGINEER: GLM ENGINEERING CONSULTANTS, INC. 19 EXCHANGE ST HOLLISTON, MA 01746 T. 508.429.110
EXISTING DESK
CLOSET
GALLERY
03
BATH
UP
EXISTING BUREAU
LIVING 107
103
A7.11
M
NEW DINING TABLE AND CHAIRS BY OWNER
RENOVATE FIREPLACE. SEE A8.01
FRONT ENTRY
STRUCTURAL ENGINEER: ROOME & GUARRACINO LLC 48 GROVE ST SOMERVILLE, MA 02144 T. 617.628.1711
106
A7.12 01
106-1
DINING
f
+/- 22'-3"
3'-2"
05 A7.15
06
UP
6"
FRIDGE
07 A7.13 05 +/- 4'-8 1/2"
DN
UP
113
DN
08
02
UP
+/- 9'-11 1/2"
KITCHEN
109-1
03 A7.14 01
111
+/- 4'-6 1/2"
OVEN
04
+/- 11'-10"
114-1
04 A7.15 01
"
20 DESK BY OWNER
108-1
+/- 10'-2"
04
+/- 6'-7 1/2"
114
03 A7.16 01
1'-6" +/- 3'-2 1/2"
PANTRY 06
2'-0"
SHELVING
119 FARM ST DOVER, MA 02030
RUCTURAL
01/A2.01
FUTURE OPTION FOR ADA RAMP
f
105
DN
DN
REVISIONS: --
f
--
DN
CURRENT ISSUE: RAISE GRADE TO MATCH STEPS THESE LOCATIONS
NEW STONE 10 STEPS. SEE DETAILS
SET
DATE
DRAFT
01.07.20
DRAWING TITLE:
FIRST FLOOR PLAN
02/A2.01
A1.01 The gut renovation project utilizes the existing modernist language of the house to blur indoor and outdoor space. As the homeowners are retrofitting the existing house to consume net-zero energy, the renovation and addition are sustainabilitydriven.
58
Strategies include PV panels, a green roof, triple glazed windows, passive daylighting, and use of FSC-certified wood. Construction to begin April 2020.
59
renderings. great room (addition) + kitchen (addition + renovation)
60
MAX. ROOF 22'-3" ETR SKYLIGHT
EXIST. ROOF 17'-10"
OUTDOOR SHOWER
01 A4.01
1/2":1'
2ND FLR F.F. 9'-0"
02 A4.01 OPEN TO 107 LIVING
NEW RAILING AT DECK HALL F.F. +0'-10" GALLERY F.F 0'-0" GARAGE F.F. -1'-0"
5 1/4 x 9 1/2 LVL, SEE STRUCTURAL C1 COLUMN, SEE STRUCTURAL
03 A4.01
01
BUILDING SECTION
SCALE: 1/4"=1'-0"
01 A4.03
MAX. ROOF 22'-3"
01 A4.02 EXIST. ROOF 17'-10"
02 A4.02
2ND FLR F.F. 9'-0"
OPEN TO 115 GREAT ROOM
HALL F.F. +0'-10"
OPEN TO 115 GREAT ROOM
GWB
GALLERY F.F 0'-0" GARAGE F.F. -1'-0"
PROPOSED WALL ASSEMBLY AT 6X6 STEEL COLUMNS ONLY (11"): - 3/4" 1X DOUG FIR SIDING (TO MATCH EXISTING) - 1/4" CEDAR BREATHER - 3/4" PLY - 2" RIGID MINERAL WOOL BOARD - 6" 6X6 STEEL HSS COLUMN - 3/4" BLOCKING - 1/2" PTD DOUG FIR
02
61
C3 COLUMN, SEE STRUCTURAL
0
BUILDING SECTION
SCALE: 1/4"=1'-0"
1'
4'
8'
16'
MARYANN THOMPSON ARCHITECTS 741 MT. AUBURN ST WATERTOWN, MA 02472 T. 617.744.5187 x113 C MARYANN THOMPSON ARCHITECTS
REVIEW: CHECKED BY
INITIALS
PROJECT MANAGER
NS
ARCHITECT
--
OWNER
--
02 A4.03
119 FARM ST DOVER, MA 02030
SWEET TREE FARM HOUSE
EXISTING WALL ASSEMBLY TYP. (5 1/2"): - 3/4" 1X DOUG FIR SIDING - 3/4" PLY - 3 1/2" 2X4 STUD WALL WITH HIGH DENSITY ROCKWOOL INSULATION IN WALL - 1/2" GWB
CONSULTANTS:
CIVL ENGINEER: GLM ENGINEERING CONSULTANTS, INC. 19 EXCHANGE ST HOLLISTON, MA 01746 T. 508.429.110
PROPOSED WALL ASSEMBLY TYP. (7 3/4"): - 3/4" 1X DOUG FIR SIDING (TO MATCH EXISTING) - 1/4" CEDAR BREATHER - 3/4" PLY - 5 1/2" 2X6 STUD WALL WITH MINERAL WOOL BATT INSULATION R23 IN WALL - VAPOR BARRIER - 1/2" GWB
STRUCTURAL ENGINEER: ROOME & GUARRACINO LLC 48 GROVE ST SOMERVILLE, MA 02144 T. 617.628.1711
INDICATES EXISTING STRUCTURE
REVISIONS: --
--
INDICATES INSULATION
CURRENT ISSUE:
building sections (draft: in progress). addition + renovation SET
DATE
DRAFT
01.07.20
DRAWING TITLE:
BUILDING SECTIONS
A3.00
62
ROOF 01 AT ROOF ROOF 01 AT ROOF MTL ROOF EDGE MTL ROOF WD EDGE 12 WD 12 WD 11 AT SOFFIT WD 11 AT SOFFIT WD 13 WD 13
EXIST. ROOF EXIST. 17'-10" ROOF 17'-10"
WD 10 WD 10
STONE 13
51 51 53 53 1/2":1' 1/2":1'
59 59
62 62
1/2":1' 1/2":1' 1'-6" 1'-6"
1'-6" 1'-6"
2ND FLR F.F. 2ND FLR 9'-0" F.F. 9'-0"
STONE 14 STONE 14 STONE 13
4'-5" 4'-5"
MAX. ROOF 22'-3" MAX. ROOF 22'-3"
EXPOSED STEEL COLUMN, PAINT 03. SEE STRUCTURAL EXPOSED STEEL COLUMN, PAINT 03. SEE STRUCTURAL NEW RAILING 01, SEE DETAIL NEW RAILING 01, SEE DETAIL
24 24
27 27
HALL F.F. +0'-10" HALL F.F. +0'-10" GALLERY F.F GALLERY0'-0" F.F 0'-0" STONE 10 STONE 10
GARAGE F.F. GARAGE-1'-0" F.F. -1'-0"
SOUTH ELEVATION SOUTH ELEVATION
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"
EXIST. ROOF EXIST. 17'-10" ROOF 17'-10"
50 50
206-1 206-1
52 52
55 55
56 56
WD 10 WD 10
57 57
58 58
STONE 12 AT LIVING ROOFS STONE 12 AT LIVING ROOFS
WD 10 WD 10 3'-3" 3'-3"
2ND FLR F.F. 2ND FLR 9'-0" F.F. 9'-0"
STONE 11 STONE 11
1'-6" 1'-6"
1'-6" 1'-6"
MAX. ROOF 22'-3" MAX. ROOF 22'-3"
4'-5" 4'-5"
01 01
STONE 10 STONE 10
(3) EXPOSED STEEL COLUMNS, PAINT 03. SEESTEEL STRUCTURAL (3) EXPOSED COLUMNS, PAINT 03. SEE STRUCTURAL 23 23
22 22
25 25
HALL F.F. +0'-10" HALL F.F. +0'-10" GALLERY F.F GALLERY0'-0" F.F 0'-0" GARAGE F.F. GARAGE-1'-0" F.F. -1'-0"
STONE 10 STONE 10
02 02
63
WEST ELEVATION WEST ELEVATION
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"
0 0
1' 1'
4' 4'
8' 8'
MARYANN THOMPSON ARCHITECTS ARCHITECTS 741 MT. AUBURN ST 741 MT. AUBURN WATERTOWN, MAST 02472 WATERTOWN, MA 02472 T. 617.744.5187 x113 T. 617.744.5187 x113 STONE 14 STONE 14 STONE 13
C MARYANN THOMPSON ARCHITECTS C MARYANN THOMPSON ARCHITECTS
REVIEW: REVIEW: CHECKED BY
INITIALS INITIALS NS
CHECKED MANAGER BY PROJECT PROJECT MANAGER ARCHITECT
NS ---
ARCHITECT OWNER OWNER
SWEET SWEETTREE TREEFARM FARMHOUSE HOUSE
ROOF 01 AT ROOF ROOF 01 ATEDGE ROOF MTL ROOF MTL ROOF EDGE WD 12 WD 12
60 60
STONE 12 AT LIVING ROOFS STONE 12 AT LIVING ROOFS
61 61
WD 11 AT SOFFIT WD 11 13 AT SOFFIT WD 13
WD 10 WD 10
--
119 119FARM FARMSTSTDOVER, DOVER,MA MA02030 02030
STONE 13
CONSULTANTS: CONSULTANTS: CIVL ENGINEER: CIVL ENGINEER: GLM ENGINEERING GLM ENGINEERING CONSULTANTS, INC. CONSULTANTS, 19 EXCHANGE STINC. 19 EXCHANGE HOLLISTON, MAST01746 HOLLISTON, MA 01746 T. 508.429.110 T. 508.429.110
STRUCTURAL ENGINEER: STRUCTURAL ENGINEER:LLC ROOME & GUARRACINO ROOME & GUARRACINO LLC 48 GROVE ST 48 GROVE ST MA 02144 SOMERVILLE, SOMERVILLE, MA 02144 T. 617.628.1711 T. 617.628.1711
26 26
STONE 10 STONE 10
EXISTING GARAGE EXISTING GARAGE
REVISIONS: REVISIONS: ---
---
CURRENT ISSUE: CURRENT ISSUE: SET 16' 16'
SET
DRAFT DRAFT
DRAWING TITLE: DRAWING TITLE:
DATE DATE
01.07.20 01.07.20
elevations (draft: in progress). addition + renovation EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS
A2.02 A2.02
64
MARINE GRADE GALVANIZED STEEL RODENT SCREEN AFFIXED TO INSIDE FACE OF GALVANIZED "L" ANGLE SUPPORTS, WELDED CONNECTIONS. PROVIDE SUBMITTAL ON OPTIONS OF DIMENSIONS FOR SCREEN OPENINGS CHIMNEY CAP LID TO BE MINIMUM 24-GAUGE MARINE GRADE GALVANIZED STEEL, WELDED CONNECTIONS. SLOPE TO DRAIN 1-1/2" "C" CHANNEL GALVANIZED STEEL GENERAL CONTRACTOR SHALL VERIFY DIMENSION REQUIRED FOR PROPER FLUE DRAFT AND CLEARANCE
METAL CAP FLASHING OVER CEMENT WASH WITH DRIP SLOPE CEMENT WASH TO DRAIN. PROVIDE THROUGH-FLASHING @ FLUE WALLS
EMPLOY THROUGH-WALL FLASHING AROUND ROOF PENETRATIONS. INTEGRATE WITH ROOF FLASHING SYSTEM TYP. PROVIDE MIN 8" WELDED SLEEVES AROUND REBAR AT ALL LOCATIONS REBAR PENETRATES FLASHING 1 1/4"
1 1/4"
STONE 01, SEE NOTES FOR MORE INFO
8"
FASTEN SUPPORTS TO INSIDE OF CMU; PROVIDE SUBMITTAL FOR CONNECTION
01
LIVING ROOM FIREPLACE CHIMNEY CAP SECTION
2" MIN.
SCALE: 1/2"=1'-0"
PROVIDE METAL FLASHING TO MATCH EXISTING ROOF METAL EDGE SYSTEM OVER CLADDING SHELF ANGLE AND UP BLOCK. 8" TALL TYP. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE P.T. BLOCKING UNDER ANGLE AS REQ. FOR STEP FLASHING TO BE IN SAME PLANE AS OUTSIDE OF STONE VENEER FACE PROVIDE ICE AND WATER SHIELD CHIMNEY FLASHING SYSTEM AROUND SHEATHING. TIE INTO ROOF SYSTEM AS RECOMMENDED BY MANUFACTURER MAINTAIN CLEARANCE TO COMBUSTIBLES PER CODE
WALL ASSEMBLY: -1 1/4" STONE 01 -ADHERING MORTAR -5/8" TO 3/4" SCRATCH COAT -SELF FURRING EXPANDED METAL LATH -1/4" SURE CAVITY (SC 5016) -WEATHER BARRIER. PROVIDE SUBMITTAL -3/4" NONCOMBUSTIBLE SHEATHING -COLD FORMED STEEL STUDS SIZED & SPACED FOR HEIGHT & LOADS WITH MINERAL WOOL INSULATION (NON-FLAMMABLE) IN CAVITY -CMU GROUTED SOLID. REINFORCING AS REQUIRED
1" AIR SPACE @ FLUE, TYP. SUPERIOR CLAY 12"X16" FLUE LINER
1"
EXISTING STUD AND FINISH TO REMAIN. PATCH AND REPAIR AS REQUIRED.
GUEST BDRM 203
2ND FLR FINISH FLOOR 9 '-0"
2N 2" MIN.
30 DEGREES FROM VERTICAL (MAX. ALLOWABLE PER CODE) FOR SLANTED FLUE LINER COMPONENTS
STONE 01, SEE NOTES FOR MORE INFO
SUPERIOR CLAY DAMPER 8" MIN. ABOVE THROAT, INSTALL PER MANUFACTURER RECOMMENDATIONS
SUPERIOR CLAY OFFSET 12 X 16 SMOKE CHAMBER, SEE 04/A8.01
SUPERIOR CLAY RUMFORD THROAT (TR36) (2) 9" REROUTED DUCTS TO BE INSULATED & NONCOMBUSTIBLE, SEE PLAN
2" MIN. 1"
WALL ASSEMBLY: -1 1/4" STONE 01 -ADHERING MORTAR -5/8" TO 3/4" SCRATCH COAT -SELF FURRING EXPANDED METAL LATH -1/4" SURE CAVITY (SC 5016). LAP FABRIC OVER WALL OPENING WEEPS -WALL OPENING WEEPS (WOW 9095) SPACED EVERY 10" O.C. -WEATHER BARRIER. PROVIDE 05/A8.01 SUBMITTAL -10" CONC. FOUNDATION
36" X 36" CASCADE COIL FIREPLACE SCREEN SYSTEM RUBBED BRONZE FIRE BOX LINED WITH 4" FIRE BRICK, ALL SURFACES STAINED WITH RUMFORD ASB BLACK FIREBRICK STAIN FRESH AIR INTAKE STONE 02 HEARTH EXTENSION FLUSH WITH INTERIOR FIREBOX & 107 LIVING FINISH FLOOR LIVING 107
HALL FINISH FLOOR 0 '-10" GALLERY FINISH FLOOR 0 '-0" SLOPE GRADE AWAY FROM CHIMNEY
FOUND STONE LINTEL WITH CONCEALED SUPPORTS, SEE REFERENCE IMAGE. PROVIDE IMAGES FOR OWNER/ARCHITECT APPROVAL OF ACTUAL MATERIAL, PROVIDE CONCEALED SUPPORTS
10" MIN.
EXISTING FINISH FLOOR, FLOOR STRUCTURE AND INSULATION TO REMAIN. PATCH AND REPAIR AS REQUIRED. FINISHED STORAGE 001
WALL OPENING WEEPS SCORED AND CRACKED OFF WHILE MORTAR IS STILL PLASTIC CARRY STONE MIN. 6" BELOW GRADE. GROUT SOLID TO CONCRETE BELOW WEEPS AND FLASHING
BUILT-UP CONC. BLOCK BASE. FIREPLACE MASON/CONTRACTOR TO PROVIDE STRUCTURAL DRAWINGS AND DESIGN. PEEL AND STICK FLASHING INSULATION & FINISH TO MATCH EXISTING ON OTHER BASEMENT WALLS
03
LIVING FIREPLACE FIREPLACE & CHIMNEY SECTION
SCALE: 1/2"=1'-0"
ANALYZE EXISTING FOUNDATION TO SEE IF NEW FOUNDATION AND/OR FOOTING ARE STRUCTURALLY NECESSARY FOR NEW CHIMNEY LOADS. REINFORCE & REPLACE AS NECESSARY
EXISTING SLAB AND INSULATION TO REMAIN. PATCH AND REPAIR AS REQUIRED.
65
GA
MARYA ARCHIT NOTES: 01/A8.01
M, T
1 1/4"
3'-0" MIN.
1 1/4"
S.S. CHIMNEY TOP DAMPER; PROVIDE SUBMITTAL
STONE 01 EXISTING EPDM ROOF
- FIREPLACE/CHIMNEY CONTRACTOR TO COMPLY WITH ALL APPLICABLE BUILDING CODES. DESIGN BUILD RUMFORD FIREBOX,CHIMNEY, FLUE AND ALL OTHER RELATED COMPONENTS. VERIFY SIZES PER CODE AND FOR PROPER OPERATION. PROVIDE SHOP DRAWINGS AND VERIFY WITH ARCHITECT PRIOR TO CONSTRUCTION. -FIREPLACE MASON/CONTRACTOR TO PROVIDE STRUCTURAL DRAWINGS AND STAMPED DRAWINGS, DESIGN AS NEEDED. -FIREPLACE MASON/CONTRACTOR TO PROVIDE FRESH AIR INTAKE SYSTEM, DESIGN AS NEEDED. -USE RUMFORD COMPONENTS FOR CLAY FLUE LINERS, MODIFIED SMOKE CHAMBER, VESTAL DAMPER, THROAT SECTIONS, DAMPER HANDLE, FIREPLACE. (RUMFORD.COM)
741 MT WATER
T. 617
C MARYANN
REVIEW CHECKED
PROJECT M
ARCHITEC OWNER
-FIREPLACE MASON/CONTRACTOR TO REUSE EXISTING FOUNDATION AS POSSIBLE. -ADD ALT: FIREPLACE MASON/CONTRACTOR TO PROVIDE COST OF ADDING A MECHANICAL CHIMNEY FAN.
02
-STONE 01: THIN STONE VENEER RUSTIC TAN ASHLAR. (STONEYARD.COM)
LIVING ROOM FIREPLACE CHIMNEY CAP ELEVATION
-STONE 02: MASON GRANITE THERMALED (FLAMED) FINISH (FLETCHERGRANITE.COM)
SCALE: 1/2"=1'-0"
FLUE DIAGRAM: EXACT LAYOUT OF FLUE LINES TO BE DESIGN/BUILD. FOLLOW ALL APPLICABLE CODES AND DESIGN FOR PROPER FIREPLACE OPERATION 03/A8.01
SUPERIOR CLAY 12 X 16 FLUE LINER 30 DEGREES FROM VERTICAL (MAX. ALLOWABLE PER CODE) FOR SLANTED FLUE LINER COMPONENTS
ND FLR FINISH FLOOR 9 '-0"
E.T.R.
05/A8.01
SUPERIOR CLAY OFFSET 12 X 16 SMOKE CHAMBER SUPERIOR CLAY DAMPER SUPERIOR CLAY RUMFORD THROAT (TR36) FOUND STONE LINTEL WITH CONCEALED SUPPORTS, SEE REFERENCE IMAGE. PROVIDE IMAGES FOR OWNER/ARCHITECT APPROVAL OF ACTUAL MATERIAL, PROVIDE CONCEALED SUPPORTS
+/- 1'-2"
8'-0"
E.T.R.
36" X 36" CASCADE COIL FIREPLACE SCREEN SYSTEM RUBBED BRONZE 3'-0"
STONE 01, SEE NOTES FOR MORE INFO 36" X 36" RUMFORD FIREPLACE OPENING (R3636)
ALLERY FINISH FLOOR 0 '-0"
FRESH AIR INTAKE
COMBUSTION AIR PASSAGEWAY TERMINATES BELOW CONC. SLAB & ABOVE LOWEST STONE STEP 1'-2 1/4"
04
3'-0"
1'-2 1/4"
LIVING ROOM FIREPLACE FIREPLACE ELEVATION
CONS
COMBUSTION AIR PASSAGEWAY 6 SQ. IN. MINIMUM
CIVL E GLM EN CONSU 19 EXC HOLLIS T. 508.
SLOPE GRADE AWAY FROM CHIMNEY
SCALE: 1/2"=1'-0"
STRUC ROOME 48 GRO SOMER T. 617.
10"
SEE WALL ASSEMBLY, 03/A8.01 FRESH AIR INTAKE
+/- 8"
1'-2"
8"
4" FIRE BRICK, ALL SURFACES STAINED WITH RUMFORD ASB BLACK FIREBRICK STAIN
STONE 01
3'-2 1/2" +/- V.I.F.
FLUE LINER, ABOVE, SEE ELEVS
+/-1/4" FURTHER FROM EAST FACADE. DIMENSION AS REQ'D FOR ROUTING OF DUCTS
5 1/2" 2'-9" +/- V.I.F.
5'-4 1/2" +/- V.I.F.
FOUNDATION WALL BELOW, SEE ELEVS (2) REROUTED 9" INSULATED DUCTS (PRESERVE EXISTING HVAC SYSTEM)
REVISIO --
rumford fireplace. renovation
FOUND STONE LINTEL, ABOVE 1'-8"
STONE 02 FIREBRICK HEARTH EXTENSION TO BE FLUSH WITH LIVING ROOM FINISH FLOOR 1'-2 1/4"
05
LIVING ROOM FIREPLACE FIREPLACE PLAN
SCALE: 1/2"=1'-0"
3'-0" 5'-4 1/2" LIVING 107
1'-0" MIN.
1'-2 1/4"
1' MIN. CLEARANCE TO COMBUSTIBLES, BOTH SIDES
CURREN SET
DRAFT
DRAWIN
107 FIRE
A 66
nathanstanfield@wustl.edu +1 617 285 2047 4560 gibson ave st. louis, mo 63110