INSTRUCTOR: MARY POLITES STUDENT: CLAIRE MILLER
CONTENTS SHEET NO.
CASE STUDY FORENSICS | ASSIGNMENT ONE (A) A-100
CASE STUDY FORENSICS | ASSIGNMENT ONE (B) A-200
CASE STUDY FORENSICS | ASSIGNMENT ONE (C) A-300
CASE STUDY FORENSICS | ASSIGNMENT ONE (D) A-400
TRANSFORMATION | ASSIGNMENT ONE (A) B-100
TRANSFORMATION | ASSIGNMENT ONE (B) B-200
TRANSFORMATION | ASSIGNMENT ONE (C) B-300
FINAL COURSE BOOKLET
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
ANALYZE THREE DIFFERENT BUILDINGS, EACH FROM A DIFFERENT ASSEMBLY SYSTEM: LAYERED WALL SYSTEM, MONOLISTIC WALL SYSTEM, CURTAIN WALL SYSTEM. PROVIDE A NARRATIVE OF EACH CASE STUDY AND HOW IT RESPONDS TO CLIMATE, GEOGRAPHY, BUILDING USE AND OTHER REGIONAL CONSIDERATIONS.
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
CASE STUDY 1A HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
CLYFFORD STILL MUSEUM
ALLIED WORKS ARCHITECTURE
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
CLYFFORD STILL MUSEUM
ALLIED WORKS ARCHITECTURE
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
CASE STUDY 1A MIT MEDIA LAB MAKI AND LEERS WEINZAPFEL ASSOCIATES
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
CASE STUDY 1B | CASE STUDY FORENSICS
ASSIGNMENT ONE (B)
USING ASSIGNMENT ONE (A) AS A LAUNCHING POINT, PRODUCE SUPPORTING DIAGRAMS TO IDENTIFY THE MAJOR SYSTEMS OF EACH CASE STUDY.
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
A concrete slab was placed on grade level to serve as a combined floor and foundation system. A subsoil drainage system is used to collect and divert water away from the building’s foundation. The concrete piles are used to support the cantilever.
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
CLYFFORD STILL MUSEUM
ALLIED WORKS ARCHITECTURE
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
SECTION CUT A-A
KEY 1 - LOWER ATRIUM 2 - WEST LOBBY 3 - GALLERY 4 - RESEARCH LAB 5 - LOADING DOCK 6 - MACHINE SHOP 7 - EAST LOBBY/GALLERY 8 - UPPER ATRIUM 9 - VOID 10 - CONFERENCE ROOM 11 - KITCHEN 12 - MULTIPURPOSE SPACE 13 - LECTURE HALL 14 - TERRACE 15 - RECEPTION SPACE 16 - ADMINISTRATION 17 - LOUNGE 18 - CAFE
MIT MEDIA LAB MAKI AND LEERS WEINZAPFEL ASSOCIATES
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
EXPLORE A CASE STUDY ASSEMBLY FROM ASSIGNMENT ONE (B) IN GREATER DETAIL AND UNDERSTANDING. SHOW ENOUGH INFORMATION TO CONVEY HOW IT’S ASSEMBLED AND HOW THE COMPONENTS RELATE TO EACH OTHER. RESEARCH LOCAL ENERGY CODE REQUIREMENTS TO DETERMINE THE R-VALUE REQUIRED FOR THE BUILDING ENVELOPE.
IDENTIFY THE ASSEMBLIES OF THE 4 MAJOR SYSTEMS: I. FOUNDATION SYSTEM II. FLOOR SYSTEM III. WALL SYSTEM IV. ROOF SYSTEM
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
HOUSE IN TREES LOCATED IN ECHO PARK (SOUTH LOS ANGELES, CA)
IECC CLIMATE ZONE 3 (HOT-HUMID OR DRY)
REQUIRED R VALUES | CLIMATE ZONE 3
ROOF/CEILING: R-49
FLOORS: R-19
WALLS: R-13
SLABS: R-0
BASEMENTS/CRAWL SPACES: R-5
TYP SECTION | SCALE: 1/16” = 1’-0”
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
FOUNDATION DETAIL | SCALE: 3/4” = 1’-0”
R-VALUE AT FOUNDATION CALCULATION
CONCRETE SLAB (LIGHTWEIGHT AGGREGATE) = 0.60 x 4” = 2.40
POLYTHELYNE LAYER (10MIL) = 0.87 LAYER OF DRY SAND (SAND & GRAVEL AGGREGATE) = 0.08 x 3 1/2” = 0.28
R-VALUE = 3.55
WALL DETAIL | SCALE: 1/2” = 1’-0”
R-VALUE AT WALL CALCULATION
INTERIOR | GYPSUM BOARD = 0.45
BATTEN INSULATION = 3.3 x 5 1/2” = 18.15
PLYWOOD = 1.25
EXTERIOR | WESTERN RED CEDAR FINISH - SOFTWOOD (EXTERIOR) = 1.25
R-VALUE = 21.1
ROOF DETAIL | SCALE: 3/4” = 1’-0”
R-VALUE AT ROOF CALCULATION
EXTERIOR | STANDING SEAM METAL ROOF (BUILT-UP ROOFING) = 0.33
FELT UNDERLAYMENT = 0.06 PLYWOOD = 1.25
BATTEN INSULATION = 3.3 x 8 1/4” = 27.26
INTERIOR | GYPSUM DRYWALL = 0.45 R-VALUE = 29.35
FLOOR DETAIL | SCALE: 3/4” = 1’-0”
R-VALUE CALCULATION
INTERIOR | T&G FLOORING = 0.91
PLYWOOD SHEETING AT INTERIOR = 1.25
BATTEN INSULATION = 3.3 x 9” = 29.7
EXTERIOR | GYPSUM BOARD = 0.45 R-VALUE = 32.31
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
USING ASSIGNMENT ONE (C) AS A LAUNCHING POINT, UTILIZE THE WALL SECTION AS A BASE DRAWING TO CALL OUT SPECIFIC DETAILS, SHOWING THE MOST USEFUL INFORMATION ABOUT THE SYSTEMS AND COMPONENTS.
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER
DATE: 05/16/22
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
CASE STUDY 1D FORENSICS
HOUSE IN TREES ANNONYMOUS ARCHITECTS PLAN DETAIL AT DOOR JAMB | SCALE: 1 1/2” = 1’-0”
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
USING ASSIGNMENT ONE AS A LAUNCHING POINT, CHOOSE ONE CASE STUDY TO TRANSFORM INTO A DIFFERENT ASSEMBLY SYSTEM. USE ANNOTATIONS SIMILAR TO CASE STUDY ONE AND IDENTIFY MAJOR SYSTEMS AND IDENTIFY MAJOR COMPONENTS OF EACH SYSTEM. ORGANIZE THE LIST OF COMPONENTS INTO CSI 16 DIVISIONS FORMAT.
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
EXISTING PRECEDENT
WALL SYSTEM: LAYERED WALL SYSTEM GYPSUM BOARD (INTERIOR FINISH) BATTEN INSULATION 2x6 PERIMETER WALL FRAMING - PLYWOOD 1x6 WESTERN RED CEDAR TONGUE-AND-GROOVE WOOD SIDING (EXTERIOR FINISH)
FLOOR SYSTEM: CONCRETE SLAB ON GRADE WITH HIGH-GLOSS SEALER FINISH
FOUNDATION SYSTEM: CONCRETE SLAB ON GRADE WITH WATERPROOFING + FRENCH DRAIN UNDER GRADE
ROOF SYSTEM: STANDING STEAM METAL ROOF WITH STEEL FLASHING ALL AROUND EXISTING
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
1. WALL SYSTEM
1.1) DIV 04 - MASONRY: CONCRETE MASONRY VENEER 1.2) DIV 03 - CONCRETE: GROUT/MASONRY BETWEEN CONCRETE VENEER - “V” MORTAR JOINT
1.3) DIV 07 - THERMAL AND MOISTURE PROTECTION: CLEAR WATER REPELLENT ON CONCRETE MASONRY VENEER 1.4) DIV 07 - THERMAL AND MOISTURE PROTECTION: WALL TIES AT 16” - CONNECTION/ JOINT PROTECTION
1.5) DIV 07 - THERMAL AND MOISTURE PROTECTION: BUILDING PAPER OVER FLASHING 1.6) DIV 07 - THERMAL AND MOISTURE PROTECTION: WEEPS AT 32” - ALLOW WATER THAT COLLECTS TO EXIT THE MASONRY WALL 1.7) DIV 07 - THERMAL AND MOISTURE PROTECTION: DRIP EDGE - FORCES MOISTURE AT FLASHING AWAY FROM FACE OF WALL 1.8) DIV 07 - THERMAL AND MOISTURE PROTECTION: FILL JOINT UNDER FLASHING 1.9) DIV 09 - FINISHES: EXTERIOR SHEATHING 1.10) DIV 07 - THERMAL AND MOISTURE PROTECTION: 1” AIRSPACE BETWEEN MASONRY SHEATHING
1.11) DIV 07 - THERMAL AND MOISTURE PROTECTION: BATTEN INSULATION BETWEEN STEEL FRAME
1.12) DIV 05 - METALS: STRUCTURAL METAL FRAMING - STEEL FRAMING BACKUP 1.13) DIV 09 - FINISHES: INTERIOR WALL FINISH - GYPSUM WALLBOARD
2.1) DIV 03 - CONCRETE: CONCRETE SLAB
2.2) DIV 03 - CONCRETE: FOUNDATION
2.3) DIV 07 - THERMAL AND MOISTURE PROTECTION: VAPOR RETARDER - PROTECTS SLAB FROM MOISTURE CONTENT PERMEATION
2.4) DIV 02 - EXISTING CONDITIONS: GRADE
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
WALL - FOUNDATION DETAIL | SCALE: 3/4” = 1’-0”
3. WALL-WINDOW
3.0) DIV 08 - OPENINGS: WINDOW UNIT AND TRIM 3.1) DIV 08 - OPENINGS: MASONRY OPENING FOR WINDOW
3.2) DIV 08 - OPENINGS: WINDOW FRAME 3.3) DIV 08 - OPENINGS: WINDOW CASING (INTERIOR) 3.4) DIV 08 - OPENINGS: WINDOW HEADER (STRUCTURAL)
3.5) DIV 05 - METALS: STEEL LINTEL BEARING ON MASONRY ON EITHER SIDE OF WINDOW 3.6) DIV 07 - THERMAL AND MOISTURE PROTECTION: DRIP EDGE - FORCES MOISTURE AT FLASHING AWAY FROM FACE OF WALL
3.7) DIV 07 - THERMAL AND MOISTURE PROTECTION: WEEPS - ALLOW WATER THAT COLLECTS TO EXIT THE MASONRY WALL 3.8) DIV 07 - THERMAL AND MOISTURE PROTECTION: TRANSITION MEMBRANE - AIR BARRIER MEMBRANE
3.9) DIV 07 - THERMAL AND MOISTURE PROTECTION: FLASHING 3.10) DIV 07 - THERMAL AND MOISTURE PROTECTION: WALL TIES/METAL ANCHORSCONNECTION/JOINT PROTECTION
3.11) DIV 07 - THERMAL AND MOISTURE PROTECTION: BATTEN INSULATION IN WALLS
3.12) DIV 07 - THERMAL AND MOISTURE PROTECTION: 1” AIRSPACE BETWEEN MASONRY SHEATHING
3.13) DIV 04 - MASONRY: CONCRETE MASONRY VENEER
3.14) DIV 03 - CONCRETE: GROUT/MASONRY BETWEEN CONCRETE VENEER - “V” MORTAR JOINT 3.15) DIV 05 - METALS: TOP PLATES
4. WALL - ROOF
4.0) DIV 09 - FINISHES: INTERIOR FINISHGYPSUM BOARD
4.1) DIV 07 - THERMAL AND MOISTURE PROTECTION BATTEN ROOF INSULATION 4.2) DIV 08 - OPENINGS: SOFFIT VENT 4.3) DIV 07 - THERMAL AND MOISTURE PROTECTION FASCIA
4.4) DIV 07 - THERMAL AND MOISTURE PROTECTION GUTTER
4.5) DIV 05 - METALS: METAL DRIP EDGE 4.6) DIV 07 - THERMAL AND MOISTURE PROTECTION SELF-ADHERED MEMBRANE 4.7) DIV 07 - THERMAL AND MOISTURE PROTECTION ROOF SHEATHING
4.8) DIV 07 - THERMAL AND MOISTURE PROTECTION INSULATION BAFFLE
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
USING WALL SECTIONS FROM ASSIGNMENT 2A, CALL OUT FOUR CONNECTION DETAILS TO EXPORE IN GREATER DETAIL (SCALE: 1-1/2” = 1’-0”). THE DETAILS SHOULD INCLUDE THE MOST USEFUL INFORMATION ABOUT THE SYSTEM’S COMPONENTS + ANNOTATIONS AND DESCRIPTIONS.
CASE STUDY 2B TRANSFORMATION
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
1.0) NATURAL GRADE - EXISTING CONDITION 1.1) CONCRETE SLAB FOUNDATION 1.2) MASONRY FLASHING - EXTENDS 8” UP THE CAVITY AND IS ATTACHED TO THE EXTERIOR SHEATHING WITH A TERMINATION BAR 1.3) WEEP HOLE - 16” O.C. - EXTENDS TO THE EDGE OF THE FACADE - ALLOWS AIR INTO THE CAVITY, WHILE ALSO ALLOWING COLLECTED WATER TO BE DIRECTED FROM THE DRAINAGE CAVITY AND EXIT THE MASONRY WALL 1.4) MASONRY WALL - CONCRETE MASONRY VENEEREXTERIOR FINISH. WEATHER-RESISTANT - CLEAR WATER REPELLENT ON CONCRETE MASONRY VENEER 1.5) VENTED AIRSPACE - 1” MINIMUM 1.6) 1 1/2” RIGID INSULATION - USED AS EXTERIOR SHEATHING ABOVE GRADE - CONTINUOUS WATER, AIR AND THERMAL BARRIER 1.7) GROUT/MASONRY - “V” MORTAR JOINT BETWEEN CONCRETE VENEER 1.8) TWO-PIECE ADJUSTABLE VENEER TIE - STAINLESS STEEL (TO LAST LONGER AND AVOID CORROSION) - ATTACHES VENEER DIRECTLY TO BACKUP. INSULATION IS PLACED BOTH ABOVE AND BELOW THE EXTENDED TABS 1.9) JOINT TAPE - JOINTS ARE TAPED BOTH HORIZONTALLY AND VERTICALLY USING FOAM JOINT TAPE ON RIGID INSULATION SHEATHING 1.10) 1/2” GYPSUM BOARD - INTERIOR FINISH - PROVIDES SURFACE FOR APPLICATION OF FINAL INTERIOR FINISH 1.11) FRAMING - 2x6 WOOD FRAMING - 24” O.C. 1.12) WALL CAVITY INSULATION - BATTEN INSULATION PLACED BETWEEN FRAME - PROVIDES THERMAL PROTECTION 1.13) BOTTOM PLATE - 2x6 - CONNECTED TO SUBFLOOR 1.14) CONTINUOUS BEAD OF ADHESIVE - ROUND BEAD OF ADHESIVE APPLIED TO ADHERE JOISTS AND PLATES TO SUBFLOOR 1.15) CONTINUOUS BEAD OF SEALANT - ADHERES DRYWALL TO SUBFLOOR 1.16) SUBFLOOR - T&G PLYWOOD 1.17) FLOOR TRUSS ASSEMBLY - PRE-ENGINEERED FLOOR TRUSSES 1.18) INSET BAND JOIST - FLOOR RIM JOIST INSET TO TRANSFER THE WALL LOAD TO THE FOUNDATION 1.19) ANCHOR BOLT - SECURES STRUCTURE TO CONCRETE FOUNDATION - VERTICAL SUPPORT 1.20) TOP PLATE1.21) MUDSILL - LAYER OF WOOD - HORIZONTALLY ANCHORED ON THE CONCRETE FOUNDATION UNDER THE STUDS 1.22) SILL SEALER - CONTINUOUS - FULL WIDTH OF MUDSILL STYROFOAM 7 1/2” SILL SEAL REDUCES AIR INFILTRATION AND MOISTURE WICKING FROM THE CONCRETE FOUNDATION WALL INTO THE WOOD SILL PLATE SECTION DETAIL AT FLOOR-TO-WALL CONNECTION | SCALE: 1 1/2” = 1’-0”
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
FOOTING-TO-FOUNDATION CONNECTION
2.0) CONCRETE SLAB FOUNDATION 2.1) 3/4” RIGID INSULATION - CONTINUOUS WATER, AIR AND THERMAL BARRIER
2.2) FOUNDATION DAMP PROOFING - WATERPROOFING MEMBRANE - PREVENTS RISING DAMP 2.3) NATURAL GRADE - EXISTING CONDITION 3.0) CAPILLARY BREAK - BETWEEN CONCRETE FOOTING AND FOUNDATION WALL TO PREVENT RISE OF MOISTURE 3.1) 6 MIL POLYTHYLENE - VAPOR BARRIER UNDER ENTIRE CONCRETE SLAB 3.2) 3” CONCRETE SLAB ON GRADE 3.3) CONCRETE FOOTING 3.4) 4” DRAIN PIPE - SUBSOIL DRAINAGE SYSTEM TO COLLECT AND DIVERT WATER AWAY FROM FOUNDATION 3.5) 3/4” STONE SURROUND AROUND DRAIN PIPE - WASHED STONE TO ALLOW FOR WATER FLOW 3.6) GEOTEXTILE FABRIC WRAP - WRAPPED AROUND STONE SURROUND - PROTECTS THE DRAIN, ALLOWS STONE GRAVEL TO STAY IN TACT, AND PREVENTS SOIL GRADE FROM MIXING WITH STONE SECTION DETAIL AT FOOTING-TO-FOUNDATION WALL CONNECTION | SCALE: 1 1/2” = 1’-0”
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
SECTION DETAIL AT WALL-WINDOW CONNECTION | SCALE: 1 1/2” = 1’-0”
WALL-WINDOW CONNECTION
4.0) SILL - SLOPED PRECAST CONCRETE SILL WITH DRIP EDGE - FORCES WATER TO THE GROUND WITHOUT COMING IN CONTACT WITH MASONRY WALL BENEATH THE SILL
4.1) FLASHING - SLOPED, SHEET METAL SILL FLASHING WITH HEMMED EDGE AND END DAMS
4.2) SEALANT - OVER BOND BREAKER - POLYURETHANE SEALANT SEALS THE SILL TO MAKE IT WATERPROOF AND MORE DURABLE
4.3) CONTINUOUS AIR BARRIER SEALANT - TIED TO CONTINUOUS SEAL AT WINDOW PERIMETER
4.4) WINDOW - NON-FLANGED WINDOW ON 1/4” INTERMITTENT SHIMS - HIGHER PERFORMANCE WINDOW WITH MORE FLEXIBILITY AND BETTER PLACEMENT
PLAN DETAIL AT MASONRY JAMB FOR FACE-MOUNTED ROLLING DOOR | SCALE: 1 1/2” = 1’-0”
WALL-DOOR JAMB CONNECTION
5.0) CONCRETE MASONRY WALL - GROUT-FILLED VENEER - EXTERIOR FINISH - WATERPROOFING MEMBRANE AT MASONRY FACE
5.1) VERTICAL REINFORCEMENT - TYP STEEL REBARSTRENGTHENS MASONRY
5.2) JAMB FASTENER - MOUNTS DOOR TO ROUGH OPENING
5.3) STEEL ANCHOR - BENT STEEL PLATE - FASTENED TO STUD
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
USING ASSIGNMENT TWO (A) AND (B) AS A LAUNCHING POINT, DEVELOP TWO AXONOMETRIC WALL SECTIONS - ONE SHOWING THE INTERIOR PLANE AND THE OTHER SHOWING THE EXTERIOR. THEY SHOULD ILLUSTRATE THE VARIOUS MATERIALS, COMPONENTS, AND CONNECTIONS, AS WELL AS THEIR RELATIONSHIPS FROM INTERIOR TO EXTERIOR.
CASE STUDY 2B TRANSFORMATION
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
FINAL COURSE BOOKLET CASE STUDY 2C TRANSFORMATION
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
FINAL COURSE BOOKLET CASE STUDY 2C TRANSFORMATION
HOUSE IN TREES ANNONYMOUS ARCHITECTS
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22
Anonymous Architects. “Park Drive (House in Trees) Construction Documents.” Los Angeles, CA: Anonymous Architects, June 22, 2011. (documents obtained from architecture firm)
Fechino, Steven, and Gary Porter. “Weeps: Getting the Water Out.” Masonry Magazine, October 24, 2016. https://www.masonrymagazine.com/blog/2016/10/24/ weeps-getting-water/.
• Heckmann Building Products. “Which Are the Best Masonry Anchors? Hot-Dip Galvanized vs Stainless Steel.” Heckmann Building Products, March 5, 2021. https:// heckmannbuildingprods.com/blog/hot-dip-galvanized-vs-stainless-steel.
• Ching, Francis D. K. Building Construction Illustrated. 6th ed. Hoboken, NJ: Wiley, 2020.
• Villa, Valentina. “House in Trees / Anonymous Architects.” ArchDaily. ArchDaily, January 9, 2017. https://www.archdaily.com/800060/house-in-trees-anonymousarchitects.
• “2009-2021 IECC and IRC Minimum Insulation Requirements for New Homes.” Energy.gov. Office of Energy Efficiency & Renewable Energy, September 17, 2021. https://basc.pnnl.gov/information/2009-2021-iecc-and-irc-minimum-insulation-requirements-new-homes.
IECC MAP: Shrestha, Som S. “Climatic Zones Used by ASHRAE and the IECC. - Researchgate.net.” Research Gate, January 2010. https://www.researchgate.net/ figure/Climatic-zones-used-by-ASHRAE-and-the-IECC_fig2_255253982.
• “Architecture.” Clyfford Still Museum, January 21, 2022. https://clyffordstillmuseum.org/about-us/architecture/.
• Grieco, Lauren. “Allied Works Architecture: Clyfford Still Museum.” designboom, December 23, 2014. https://www.designboom.com/architecture/allied-worksarchitecture-clyfford-still-museum/.
Damonte, Bruce. “Clyfford Still Museum.” Architect, 2019. https://www.architectmagazine.com/photos/clyfford-still-museum.
“Architecture Materials - Board Formed Concrete - Archisoup: Architecture Guides & Resources.” archisoup, July 29, 2021. https://www.archisoup.com/studioguide/board-formed-concrete.
Pearson, Clifford A. “Clyfford Still Museum by Allied Works.” Architectural Record RSS. Architectural Record, November 6, 2019. https://www.architecturalrecord. com/articles/7877-clyfford-still-museum-by-allied-works.
• Allied Works Architecture. “Clyfford Still Museum - Exploration 9/9.” Allied Works, 2011. https://alliedworks.com/projects/clyfford-still-museum.
INSTRUCTOR: MARY POLITES
STUDENT: CLAIRE MILLER DATE: 05/16/22