sarah waller - portfolio

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  • ......................................................................................................................................................................................................................................................................................................................................................................................................................................................2210 West Dallas Street #221

    Houston, Texas 77019

    817.999.2191

    [email protected]

    Education

    Skills

    Honors

    Revit AutoCADRhinoSketchup

    Phi Kappa Phi Honor Society, 2014 - presentDiana Huang Scholarship recipient, 2013Magna cum laude SCAD graduateTau Sigma Delta Honor Society, 2009 - 2012SCAD Artistic Scholarship recipient, 2008 - 2012SCAD Deans List, 2008 - 2012

    Experience PBK Architectural Intern: October 2014-present New high school for Conroe ISD: Developing interior elevations, modeling Revit families Conroe High School, Caney Creek High School, The Woodlands High School, University of Houston Sugar Land: Created Revit models from as-built drawings, took field measurements, developed design options

    University of Houston Structures Teaching Assistant: January-December 2015 Conducted tutorials, assisted students with Revit, critiqed structural designs, graded assignments

    Corgan Associates, Inc., Dallas Architectural Intern: September 2012-July 2013 DFW Terminal B Renovation: BIM modeling, revised construction documents, and managed samples and RFIs

    Student Intern: December 2011, June-August 2011, December 2010 DFW Terminal A Renovation: BIM modeling, revised construction documents

    PhotoshopIllustrator InDesignLightroom

    Hand sketchingModelmakingBasic knowledge of building codes

    Activities UH Design + Build Graduate Studio, 2014Texas Society of Architects Mentorship program, 2013 - 2014Volunteer, Blodgett Urban Gardens, HoustonToastmasters International

    Sarah Waller

    References Duke FleshmanDuke Fleshman [email protected] 713.523.0199

    Steven Wilkerson, PhD, PEATHOS Consulting [email protected]

    University of HoustonMaster of Architecture, Fall 2015

    Savannah College of Art & DesignBachelor of Fine Arts, August 2012 Major in Architecture, Minor in Design for Sustainability

    LEED Green AssociateCertification

    Microsoft OfficeConstruction documentsDigital photographySustainable design

    Donna Kacmar, FAIAMaterials Research [email protected] 713.743.2510

    ......................................................................................................................................................................................................................................................................................................................................................................................................................................................2210 West Dallas Street #221

    Houston, Texas 77019

    817.999.2191

    [email protected]

    Education

    Skills

    Honors

    Revit AutoCADRhinoSketchup

    Phi Kappa Phi Honor Society, 2014 - presentDiana Huang Scholarship recipient, 2013Magna cum laude SCAD graduateTau Sigma Delta Honor Society, 2009 - 2012SCAD Artistic Scholarship recipient, 2008 - 2012SCAD Deans List, 2008 - 2012

    Experience PBK Architectural Intern: October 2014-present New high school for Conroe ISD: Developing interior elevations, modeling Revit families Conroe High School, Caney Creek High School, The Woodlands High School, University of Houston Sugar Land: Created Revit models from as-built drawings, took field measurements, developed design options

    University of Houston Structures Teaching Assistant: January-December 2015 Conducted tutorials, assisted students with Revit, critiqed structural designs, graded assignments

    Corgan Associates, Inc., Dallas Architectural Intern: September 2012-July 2013 DFW Terminal B Renovation: BIM modeling, revised construction documents, and managed samples and RFIs

    Student Intern: December 2011, June-August 2011, December 2010 DFW Terminal A Renovation: BIM modeling, revised construction documents

    PhotoshopIllustrator InDesignLightroom

    Hand sketchingModelmakingBasic knowledge of building codes

    Activities UH Design + Build Graduate Studio, 2014Texas Society of Architects Mentorship program, 2013 - 2014Volunteer, Blodgett Urban Gardens, HoustonToastmasters International

    Sarah Waller

    References Duke FleshmanDuke Fleshman [email protected] 713.523.0199

    Steven Wilkerson, PhD, PEATHOS Consulting [email protected]

    University of HoustonMaster of Architecture, Fall 2015

    Savannah College of Art & DesignBachelor of Fine Arts, August 2012 Major in Architecture, Minor in Design for Sustainability

    LEED Green AssociateCertification

    Microsoft OfficeConstruction documentsDigital photographySustainable design

    Donna Kacmar, FAIAMaterials Research [email protected] 713.743.2510

    Sarah Waller

    architecture portfolio

  • ......................................................................................................................................................................................................................................................................................................................................................................................................................................................2210 West Dallas Street #221

    Houston, Texas 77019

    817.999.2191

    [email protected]

    Education

    Skills

    Honors

    Revit AutoCADRhinoSketchup

    Phi Kappa Phi Honor Society, 2014 - presentDiana Huang Scholarship recipient, 2013Magna cum laude SCAD graduateTau Sigma Delta Honor Society, 2009 - 2012SCAD Artistic Scholarship recipient, 2008 - 2012SCAD Deans List, 2008 - 2012

    Experience PBK Architectural Intern: October 2014-present New high school for Conroe ISD: Developing interior elevations, modeling Revit families Conroe High School, Caney Creek High School, The Woodlands High School, University of Houston Sugar Land: Created Revit models from as-built drawings, took field measurements, developed design options

    University of Houston Structures Teaching Assistant: January-December 2015 Conducted tutorials, assisted students with Revit, critiqed structural designs, graded assignments

    Corgan Associates, Inc., Dallas Architectural Intern: September 2012-July 2013 DFW Terminal B Renovation: BIM modeling, revised construction documents, and managed samples and RFIs

    Student Intern: December 2011, June-August 2011, December 2010 DFW Terminal A Renovation: BIM modeling, revised construction documents

    PhotoshopIllustrator InDesignLightroom

    Hand sketchingModelmakingBasic knowledge of building codes

    Activities UH Design + Build Graduate Studio, 2014Texas Society of Architects Mentorship program, 2013 - 2014Volunteer, Blodgett Urban Gardens, HoustonToastmasters International

    Sarah Waller

    References Duke FleshmanDuke Fleshman [email protected] 713.523.0199

    Steven Wilkerson, PhD, PEATHOS Consulting [email protected]

    University of HoustonMaster of Architecture, Fall 2015

    Savannah College of Art & DesignBachelor of Fine Arts, August 2012 Major in Architecture, Minor in Design for Sustainability

    LEED Green AssociateCertification

    Microsoft OfficeConstruction documentsDigital photographySustainable design

    Donna Kacmar, FAIAMaterials Research [email protected] 713.743.2510

    ARCH Center HoustonSpace promoting architecture in the arts community

    Park. Shop. Live. Alternative solutions for Austin

    Thermal Baths and Gardens Destination for healing

    Work samples

    ArtworkAquariumLa Mmoire de LacosteMother, daughter and Utah Sky

    1

    11

    21

    29

    31

    Contents

    ......................................................................................................................................................................................................................................................................................................................................................................................................................................................2210 West Dallas Street #221

    Houston, Texas 77019

    817.999.2191

    [email protected]

    Education

    Skills

    Honors

    Revit AutoCADRhinoSketchup

    Phi Kappa Phi Honor Society, 2014 - presentDiana Huang Scholarship recipient, 2013Magna cum laude SCAD graduateTau Sigma Delta Honor Society, 2009 - 2012SCAD Artistic Scholarship recipient, 2008 - 2012SCAD Deans List, 2008 - 2012

    Experience PBK Architectural Intern: October 2014-present New high school for Conroe ISD: Developing interior elevations, modeling Revit families Conroe High School, Caney Creek High School, The Woodlands High School, University of Houston Sugar Land: Created Revit models from as-built drawings, took field measurements, developed design options

    University of Houston Structures Teaching Assistant: January-December 2015 Conducted tutorials, assisted students with Revit, critiqed structural designs, graded assignments

    Corgan Associates, Inc., Dallas Architectural Intern: September 2012-July 2013 DFW Terminal B Renovation: BIM modeling, revised construction documents, and managed samples and RFIs

    Student Intern: December 2011, June-August 2011, December 2010 DFW Terminal A Renovation: BIM modeling, revised construction documents

    PhotoshopIllustrator InDesignLightroom

    Hand sketchingModelmakingBasic knowledge of building codes

    Activities UH Design + Build Graduate Studio, 2014Texas Society of Architects Mentorship program, 2013 - 2014Volunteer, Blodgett Urban Gardens, HoustonToastmasters International

    Sarah Waller

    References Duke FleshmanDuke Fleshman [email protected] 713.523.0199

    Steven Wilkerson, PhD, PEATHOS Consulting [email protected]

    University of HoustonMaster of Architecture, Fall 2015

    Savannah College of Art & DesignBachelor of Fine Arts, August 2012 Major in Architecture, Minor in Design for Sustainability

    LEED Green AssociateCertification

    Microsoft OfficeConstruction documentsDigital photographySustainable design

    Donna Kacmar, FAIAMaterials Research [email protected] 713.743.2510

  • Project: Offices, Auditorium, Exhibition gallery Location: Houston, TexasSize: 12,000 square feet

    graduate studio | spring 2014

    Roof detailNorth elevation viewDetail at Lawndale CenterView of atrium Top view into exhibition space

    12345

    1

  • ARCHITECTURE CENTER HOUSTON

    ARCHITECTURE CENTER HOUSTON

    ARCHITECTURE CENTER HOUSTON

  • Main Street

    Rosedale Street

    Site Plan3

  • Outdoor spaceAxis / Entries

    from parking

    Grid

    3d Program 3d Void

    Located in the increasingly popular museum district, the proposed Architecture Center Houston is the latest addition to the citys design community. As the home to Houstons chapter of the American Institute of Architects and the Houston Architecture Foundation, the 12,000 square foot facility incorporates meeting rooms, an auditorium, and an exhibition gallery.

    The iconic structure identifies the role of ArCH in the profession and sets a standard for designing the built environment. With this new facility, ArCH will promote understanding and appreciation of the ways in which architecture influences the quality of community life.

    Circulation

    Exhibition

    Auditorium

    Classrooms

    Atrium / Reception

    Library

    Public 9800 Private 1440

    Offices

    Boardroom

    Support 2430

    StorageRestrooms

    Mech / Elec

    Kitchen / Copy Room

    4

  • East Elevation West Elevation5

  • North Elevation

    6

  • N0 4 80 4 8

    Level 2 Floor Plan

    MechanicalElectrical

    Exhibition Storage

    N0 4 8

    Basement Floor Plan

    Exhibition Storage

    MechanicalElectrical

    7

  • N0 4 8

    Level 3 Floor Plan

    N0 4 8

    Level 1 Floor Plan

    8

  • Section A

    S2.1 1

    S2.1

    3

    S2.2

    2

    S2.23

    S2.14

    S2.2 1

    2

    S2.1

    S2.2

    4

    v

    S2.2

    2

    1

    4

    8

    D E GA

    2

    6

    7

    35' - 0" 40' - 0" 30' - 0"

    40' -

    0"

    40' -

    0"

    9

    5

    20' -

    0"

    Joists @ 9'-0" o.c

    F

    62X61W62X61W62X61W62X61W

    W16X26 W16X26

    W16

    X26

    W16

    X26

    W16

    X26

    62X61W62X61W62X61W62X61W

    W16

    X26

    W16

    X26

    W16

    X26

    W16

    X26

    W16

    X26

    W16

    X26

    W16X26

    W16X26

    W16

    X26

    W16

    X26

    W16

    X26

    W16X26

    W16

    X26

    W16

    X26

    W16

    X26

    W16

    X26

    W16

    X26

    W16X26

    W16X26

    W16X26W16X26W16X26

    W14x22 @ 9'-0" o.cW

    14X

    22

    W14

    X22

    W14

    X22

    W14X22

    W14X22

    W14X22

    W14X22

    B C

    33

    W16

    X26

    W16

    X26

    W16

    X26

    Third Floor Framing Plan

    9

  • Detail Section

    Steel structure Brise soleil Columns

    Operable louversTranslucent glass

    Stone veneer wall systemSteel tubesMetal ties Insulation

    Skylight system Translucent glazingSteel structure Gutter to underground cistern

    1

    2

    3

    4

    5

    5

    3

    1 2

    4

    Section B10

  • Project: Automated Parking garage, Food & retail kiosks, Local grocery store, Residential Co-op, Community garden Location: Austin, TexasSize: 196,000 overall square footage Occupancy: 855 parking spaces | 60 residents

    Efficiency of automated garage in comparisonto conventional garageView from 2nd StreetAverage age of city residentTranslucent glass and wire mesh panel detailpossible efficiency of automated garage compared to conventional garage

    1

    2

    3

    4

    ..................................................................................................................................................................28

    ..................................................................................................................................................................200%

    studio | fall 201111

  • PARK. SHOP. LIVE.

    12

  • 13

  • Top left: View from Cesar Chavez Bottom left: Retail and food kiosk plazaRight: Site plan

    0 100 200 400

    Austins exponential growth is a burden to its infrastructure. The increasing number of urban dwellers requires the city to offer people more in terms of quality of life. Parking is among the most frustrating inconveniences for everyone that visits downtown, and demand far outstrips supply. The city, which wasnt originally planned for mass parking, now plans for mass transit, but it will be decades until it is fully realized. Most people rely on cars to get to work and residents need vehicles for simple errands; Austin needs a parking solution immediately. Here is a canvas for urban art with immeasurable economic, ecological, and social benefits. A mixed-use structure, occupying the block adjacent to San Antonio Street and between 2nd and Cesar Chavez adds visual contrast to the district and city skyline. The design strives to keep Austin weird by incorporating colorful technology. The parking component itself is a constantly changing work of art. A pane of translucent glass illuminates when a car is parked.

    Automated parking is the solution to the vehicle-dependent society. This technology has been tested and is prevalent in densely populated European cities. With its reputation for sustainable lifestyles, Austin can lead the way in the future of parking in the American Southwest. Automated parking is going to change the way we think about parking garages in urban environments. Since these systems are modular, they can be adapted to many different spaces and covered by various facades. Automated parking has advantages over conventional parking on all aesthetic premises. In total, the benefits of automated parking are so significant that it will become commonplace in cities.

    v

    14

  • Massing studies 15

  • Facade studies 16

  • ..............................................................................................................................................................................................................................................................................................................................................................................................................................................................................Sequential experience

    The north facade has eight entry/exit modules, each processing thirty vehicles per hour. A lobby, electrical room, pump room, generator room, and storage room for spare parts are included on the ground level. The system is powered in part by photovoltaics, and also takes advantage of low energy costs during off hours.

    To Park: Approach entry on 2nd Street, Choose available entry module, retrieve ticket, exit through the garage interior to the lobby

    To Retrieve: Enter lobby, return claim ticket to computer, proceed to indicated parking module

    17

  • Above: View of vehicle storage

    Ecological benefits. These steel structures have twice the lifespan as their massive concrete counterparts. The ecological benefits of technology like automated parking make these systems impossible to ignore. This solution eliminates pollutants that would be emitted when driving a car in a conventional parking garage.

    Social benefits. Creative parking solutions can go a long way towards making our world a safer and cleaner place to live. Not only do customers save time, parkers will be

    safer and there will be less physical damage since the actual parking area is not accessible to the public.

    Economic benefits. Operating costs for a conventional garage are considerably higher with greater needs for maintenance, security, and cleaning. The configuration of automated parking garages permits two to three times the number of cars as traditional ramp-style garages of the same volume.

    18

  • South Elevation West Elevation

    20 400

    2nd St

    San

    Anto

    nio

    St

    Nuec

    es S

    t

    W Cesar Chavez St

    19

  • Residential Co-op. Four levels of residential

    space is located above the parking structure.

    Each tenant leases units of 150 square

    feet, and uses adjustable walls to partition

    off private space. Shared restrooms,

    kitchenettes, laundry facilities, and quiet living

    areas are dispersed throughout the interior.

    The main kitchen and community space is in

    the central common area.

    20

  • Project: Destination and Therapeutic spaLocation: Warm Springs, GeorgiaSize: 16,000 square feet

    ArchitectureAbstraction of landscapeCase study: Thermal Vals by Peter Zumthor

    1

    2

    3

    4

    ....................................................................................................................................................................................................................................................................................................................................................landscape

    studio | winter 201121

  • THERMAL BATHS & GARDENS

    22

  • 23

  • An ancient Roman tradition, thermal baths have long been appreciated for their therapeutic properties. Located in West Georgia, the town of Warm Springs is nestled amongst rolling hills and freshwater springs. For hundreds of years these springs were used by early settlers and Native Americans who believed these waters could help cure the sick and wounded. Whether visitors seek healing, or simply a quiet respite from a hectic urban environment, a destination spa takes advantage of the natural spring.

    The design and landscape of the premises foster a soothing, relaxing atmosphere. While most visitors come for a day, there is also a guest house for extended visits. Guests can bathe in the warm, natural mineral-rich waters and rejuvenate before, during, and after bathing at the refreshment bar. There is no particular order in which one must visit each bath, which all serve unique purposes based on varying temperatures and humidity levels.

    24

  • ....................................................................................................................................................................................................................................................................................................................................................

    farmingnatural springwater

    circulation:primarysecondarytertiaryproject siterailroadcity boundarybuilding

    location

    ..........

    .............................................................................................................................................................

    ............................................

    ..............................................................

    ........................................................................features

    natural

    ............................................................

    ........................................................................features

    physical

    context.....................

    25

  • 26

  • 27

  • Left top: Plan

    Left Bottom: Transverse Section

    Above: Bath entry

    28

  • 28'-7"

    5A-101

    EXIS

    I NG

    18'-7

    "

    EXISING3'-3 1/4"

    EXISING3'-3 1/4"

    EXISING7'-2 1/2"

    EXISING7'-2 1/2"

    EXISING3'-3 1/4"

    EXISING3'-3 1/4"

    EXISING27'-4"

    EXIS

    TING

    5' - 1

    1/2

    "EX

    ISIN

    G4'

    - 2"

    EXIS

    ING

    4' - 0

    1/2

    "

    6'-0"

    REMOVE AND RELOCATE EXISTINGAUTOMATIC DOOR OPENER POSTPATCH AND REPAIR FLOOR AS NEEDEDTO RECEIVE NEW FLOOR FINISH.

    LOCATION OF NEW AUTOMATICDOOR OPENER POST

    REMOVE AND RELOCATE EXISTINGKNOX BOX AND KEY PAD.COORDINATE NEW LOCATION WITHCAMPUS FIRE MARSHAL.

    EXISTING DOOR/WINDOW CURTAINWALL SYSTEM TO REMAIN

    NEW DOOR/WINDOWCURTAIN WALL SYSTEM

    DOORS TO HAVE AUTOMATIC DOORHARDWARE TO MATCH EXISTINGAND TIED INTO EXISTING DOORRELEASE POST

    EXIS

    TING

    7' - 1

    0"

    EXISTING MULLIONS AND GLAZINGTO BE REMOVED AND REPLACED

    NEW 6"X6" MULLION WITHINEXISTING FRAME TO TIE INTO NEWSTOREFRONT SYSTEM

    PROVIDE METAL CAP FULL HEIGHT OF NEWSTOREFRONT SYSTEM TO TIE INTO EXISTINGMULLION AT EXTERIOR AND INTERIOR

    1. VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE COMMENCING WORK. REPORTDISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

    2. BUILDING FLOOR PLAN DIMENSIONS ARE REFERENCED FROM STRUCTURAL GRID, FACE OFCONCRETE, FACE OF MASONRY, OR FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE.

    3. REFLECTED CEILING PLAN DIMENSIONS ARE REFERENCED FROM FINISHED SURFACES UNLESSNOTED OTHERWISE. CEILING HEIGHTS ARE DIMENSIONED FROM FLOOR TO FINISHED CEILINGHEIGHT.

    4. CASEWORK, PLUMBING FIXTURES, TOILET PARTITIONS, AND OTHER FIXTURES AND EQUIPMENT AREDIMENSIONED FROM FINISHED SURFACES UNLESS NOTED OTHERWISE.

    5. DIMENSIONS NOTED AS "FIELD VERIFY" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR ANDREVIEWED WITH THE ARCHITECT BEFORE INCORPORATING INTO THE WORK.

    6. DIMENSIONS NOTED AS "CLEAR" REQUIRE SPECIFIC COORDINATION BETWEEN DISCIPLINES AND/ORMANUFACTURERS.

    7. DRAWINGS NOTED AT "N.T.S." ARE NOT TO SCALE.8. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE. IF CLARIFICATION IS

    REQUIRED IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS, CONTACT THEARCHITECT.

    9. NOTES OR DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO SITUATIONS THAT ARE THE SAME ORSIMILAR.

    10. ALL EXISTING FINISHES EXCEPT FOR FLOOR IN NEW VESTIBULES ARE TO REMAIN. PATCH ANDREPAIR ANY PORTIONS WHERE REMOVAL OF ITEMS ARE NOTED TO MATCH EXISTING.

    11. ALL VESTIBULES ARE TO RECEIVE NEW TILE FLOOR FINISH.12. ALL VESTIBULES ARE TO HAVE ALL LIGHT FIXTURES RELOCATED TO BE CENTERED WITHIN NEW

    VESTIBULE UNLESS NOTED OR SHOWN OTHERWISE. PATCH AND REPAIR ANY DAMAGED PLASTERCEILINGS AND REPAINT ENTIRE PLASTER CEILING WITHIN THE VESTIBULE.

    13. EXISTING AUTOMATIC DOOR RELEASE BUTTON POLES TO BE RELOCATED OUTSIDE NEWDOOR/WINDOW SYSTEM AND MAKE ONE PAIR OF DOORS WITHIN NEW DOOR/WINDOW SYSTEMOPERABLE BY THIS DOOR RELEASE BUTTON.

    14. ALL DOOR/FRAME DIMENSIONS AND DOOR TYPES ARE FOR REFERENCE ONLY AND ARE TO MATCHEXISTING UNLESS NOTED OTHERWISE. FIELD VERIFY AND COORDINATE WITH ARCHITECT OF ANYDISCREPANCIES. ALL GLAZING IS TO MATCH EXISTING.

    15. NEW DOORS ARE TO MATCH EXISTING HARDWARE, FIELD VERIFY.16. CLEAN EXISTING DOOR/WINDOW FRAME SYSTEMS WHERE NEW SYSTEMS WILL BE CONSTRUCTED.

    FIRST FLOOR100' - 0"

    EXIS

    TING

    SOF

    FIT

    HEIG

    HT14

    '-11"

    9'-1"

    EXIS

    ING

    3'-5

    1/4"

    EXIS

    ING

    7'-10

    1/2

    "

    EXIS

    ING

    3'-3"

    EXIS

    ING

    6'-7"

    EXISTING PLASTER BUILDING SOFFIT. REMOVE ASNECESSARY FOR INSTALLATION OF NEW STRUCTURAL STEELSUPPORTS. PATCH AND REPAIR TO MATCH EXISING

    EXISTING WINDOW FRAME BEYOND

    NEW DOOR/WINDOWCURTAIN WALL SYSTEM

    EXISTING DOOR/WINDOWCURTAIN WALL SYSTEM

    EXIS

    TING

    SOF

    FIT

    HEIG

    HT14

    '-11"

    TO ALIGN WITH EXISTING VERTICAL MULLION27'-4"

    GRAPHIC NUMBERS TO MATCHEXISTING HEIGHT AND FONT

    EXISTING PLASTER COLUMN

    EXIS

    TING

    SOF

    FIT

    HEIG

    HT14

    '-11"

    EQ EQEXISITNGPLASTERCOLUMN EXISTING

    7' - 10"TRUE

    NORTHPLAN

    NORTHKEY PLAN

    11 Greenway Plaza, 22nd FloorHouston, TX 77046

    713-965-0608 P713-961-4571 FTX Firm: F-3709

    PBK.com

    CHECKED BY

    REVISIONS

    DRAWN BY

    DATE

    PROJECT NUMBER

    CLIENT

    IAN POWELLREGISTRATION #10396

    THESE DRAWINGS ARE INCOMPLETEAND ARE FOR INTERIM REVIEW OR

    PRICING ONLY. THEY ARE NOT TO BEUSED FOR REGULATORY APPROVAL,

    PERMIT, OR CONSTRUCTION

    10/2

    2/20

    15 1

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    Checker

    Author

    AUGUST 14, 2015

    1576

    UNIVERSITY OF HOUSTON

    ISSUE FOR PROPOSALS

    1/2" = 1'-0"3 ENLARGED PLAN - NORTH ENTRY VESTIBULE

    EXISTING PHOTO: NORTH ENTRY EXTERIORNOT TO SCALEGeneral Notes - ArchitecturalEXISTING PHOTO: NORTH ENTRY EXTERIOR EXISTING PHOTO: NORTH ENTRY INTERIOR EXISTING PHOTO: NORTH ENTRY INTERIOR

    1/2" = 1'-0"5 SECTION - NORTH ENTRY VESTIBULE

    3/16" = 1'-0"16 NORTH ENTRY WINDOW ELEVATION - NORTH 3/16" = 1'-0"17 NORTH ENTRY WINDOW ELEVATION - WEST

    No. Description Date

    1. VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE COMMENCING WORK. REPORTDISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

    2. BUILDING FLOOR PLAN DIMENSIONS ARE REFERENCED FROM STRUCTURAL GRID, FACE OFCONCRETE, FACE OF MASONRY, OR FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE.

    3. REFLECTED CEILING PLAN DIMENSIONS ARE REFERENCED FROM FINISHED SURFACES UNLESSNOTED OTHERWISE. CEILING HEIGHTS ARE DIMENSIONED FROM FLOOR TO FINISHED CEILINGHEIGHT.

    4. CASEWORK, PLUMBING FIXTURES, TOILET PARTITIONS, AND OTHER FIXTURES AND EQUIPMENT AREDIMENSIONED FROM FINISHED SURFACES UNLESS NOTED OTHERWISE.

    5. DIMENSIONS NOTED AS "FIELD VERIFY" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR ANDREVIEWED WITH THE ARCHITECT BEFORE INCORPORATING INTO THE WORK.

    6. DIMENSIONS NOTED AS "CLEAR" REQUIRE SPECIFIC COORDINATION BETWEEN DISCIPLINES AND/ORMANUFACTURERS.

    7. DRAWINGS NOTED AT "N.T.S." ARE NOT TO SCALE.8. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE. IF CLARIFICATION IS

    REQUIRED IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS, CONTACT THEARCHITECT.

    9. NOTES OR DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO SITUATIONS THAT ARE THE SAME ORSIMILAR.

    10. ALL EXISTING FINISHES EXCEPT FOR FLOOR IN NEW VESTIBULES ARE TO REMAIN. PATCH ANDREPAIR ANY PORTIONS WHERE REMOVAL OF ITEMS ARE NOTED TO MATCH EXISTING.

    11. ALL VESTIBULES ARE TO RECEIVE NEW TILE FLOOR FINISH.12. ALL VESTIBULES ARE TO HAVE ALL LIGHT FIXTURES RELOCATED TO BE CENTERED WITHIN NEW

    VESTIBULE UNLESS NOTED OR SHOWN OTHERWISE. PATCH AND REPAIR ANY DAMAGED PLASTERCEILINGS AND REPAINT ENTIRE PLASTER CEILING WITHIN THE VESTIBULE.

    13. EXISTING AUTOMATIC DOOR RELEASE BUTTON POLES TO BE RELOCATED OUTSIDE NEWDOOR/WINDOW SYSTEM AND MAKE ONE PAIR OF DOORS WITHIN NEW DOOR/WINDOW SYSTEMOPERABLE BY THIS DOOR RELEASE BUTTON.

    14. ALL DOOR/FRAME DIMENSIONS AND DOOR TYPES ARE FOR REFERENCE ONLY AND ARE TO MATCHEXISTING UNLESS NOTED OTHERWISE. FIELD VERIFY AND COORDINATE WITH ARCHITECT OF ANYDISCREPANCIES. ALL GLAZING IS TO MATCH EXISTING.

    15. NEW DOORS ARE TO MATCH EXISTING HARDWARE, FIELD VERIFY.16. CLEAN EXISTING DOOR/WINDOW FRAME SYSTEMS WHERE NEW SYSTEMS WILL BE CONSTRUCTED.

    EXISTING26'-9 9/16"

    5A-103

    EXISTING3'-1 1/4"

    EXISTING2'-11 15/16"

    EXISTING7'-2 1/2"

    EXISTING7'-2 1/2"

    EXISTING3'-1 5/8"

    EXISTING3'-1 3/4"

    REMOVE AND RELOCATE EXISTINGAUTOMATIC DOOR OPENER POSTPATCH AND REPAIR FLOOR AS NEEDEDTO RECEIVE NEW FLOOR FINISH.

    LOCATION OF NEW AUTOMATICDOOR OPENER POST

    EXISTING DOOR/WINDOW CURTAINWALL SYSTEM TO REMAIN

    NEW DOOR/WINDOWCURTAIN WALL SYSTEM

    5'-6"

    DOORS TO HAVE AUTOMATIC DOORHARDWARE TO MATCH EXISTINGAND TIED INTO EXISTING DOORRELEASE POST

    FIRST FLOOR100' - 0"

    8'-0"

    EXIS

    TING

    SOF

    FIT

    HEIG

    HT14

    '-0"

    EXIS

    TING

    3'-4

    3/4"

    EXIS

    TING

    7'-10

    1/8

    "

    EXISTING PLASTER BUILDING SOFFIT. REMOVE ASNECESSARY FOR INSTALLATION OF NEW STRUCTURAL STEELSUPPORTS. PATCH AND REPAIR TO MATCH EXISING

    NEW DOOR/WINDOW WALLSYSTEM

    EXISTING DOOR/WINDOWWALL SYSTEM

    EXIS

    TING

    SOF

    FIT

    HEIG

    HT14

    '-0"

    EXISTING26'-9 9/16"

    TRUENORTH

    PLANNORTHKEY PLAN

    11 Greenway Plaza, 22nd FloorHouston, TX 77046

    713-965-0608 P713-961-4571 FTX Firm: F-3709

    PBK.com

    CHECKED BY

    REVISIONS

    DRAWN BY

    DATE

    PROJECT NUMBER

    CLIENT

    IAN POWELLREGISTRATION #10396

    THESE DRAWINGS ARE INCOMPLETEAND ARE FOR INTERIM REVIEW OR

    PRICING ONLY. THEY ARE NOT TO BEUSED FOR REGULATORY APPROVAL,

    PERMIT, OR CONSTRUCTION

    10/2

    2/20

    15 1

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    :52

    PM

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    A-103

    SOUTH ENTRYVESTIBULE

    Checker

    Author

    AUGUST 14, 2015

    1576

    UNIVERSITY OF HOUSTON

    ISSUE FOR PROPOSALS

    NOT TO SCALEGeneral Notes - Architectural

    1/2" = 1'-0"3 ENLARGED PLAN - SOUTH ENTRY VESTIBULE

    EXISTING PHOTO: EAST ENTRY EXTERIOR EXISTING PHOTO: EAST ENTRY INTERIOR EXISTING PHOTO: EAST ENTRY INTERIOR

    1/2" = 1'-0"5 SECTION - SOUTH ENTRY VESTIBULE

    3/16" = 1'-0"16 SOUTH ENTRY WINDOW ELEVATION

    No. Description Date

    29 Work samples | University of Houston Sugar Land renovations

  • EXIS

    TING

    32'-1

    1"

    5A-102

    EXIS

    TING

    3'-6

    1/16

    "EX

    ISTI

    NG2'-

    11 3

    /16"

    EXIS

    TING

    2'-11

    5/1

    6"EX

    ISTI

    NG7'-

    2 1/

    2"EX

    ISTI

    NG7'-

    2 1/

    2"EX

    ISTI

    NG2'-

    11 3

    /16"

    EXIS

    TING

    2'-11

    1/4

    "EX

    ISTI

    NG3'-

    3"

    5'-6"

    LOCATION OF NEW AUTOMATIC DOOROPENER POST

    REMOVE AND RELOCATE EXISTINGAUTOMATIC DOOR OPENER POST.PATCH AND REPAIR FLOOR AS NEEDEDTO RECEIVE NEW FLOOR FINISH

    NEW DOOR/WINDOW CURTAIN WALL SYSTEMEXISTING DOOR/WINDOW CURTAINWALL SYSTEM TO REMAIN

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    DOORS TO HAVE AUTOMATIC DOORHARDWARE TO MATCH EXISTING ANDTIED INTO EXISTING DOOR RELEASEPOST

    1. VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE COMMENCING WORK. REPORTDISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

    2. BUILDING FLOOR PLAN DIMENSIONS ARE REFERENCED FROM STRUCTURAL GRID, FACE OFCONCRETE, FACE OF MASONRY, OR FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE.

    3. REFLECTED CEILING PLAN DIMENSIONS ARE REFERENCED FROM FINISHED SURFACES UNLESSNOTED OTHERWISE. CEILING HEIGHTS ARE DIMENSIONED FROM FLOOR TO FINISHED CEILINGHEIGHT.

    4. CASEWORK, PLUMBING FIXTURES, TOILET PARTITIONS, AND OTHER FIXTURES AND EQUIPMENT AREDIMENSIONED FROM FINISHED SURFACES UNLESS NOTED OTHERWISE.

    5. DIMENSIONS NOTED AS "FIELD VERIFY" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR ANDREVIEWED WITH THE ARCHITECT BEFORE INCORPORATING INTO THE WORK.

    6. DIMENSIONS NOTED AS "CLEAR" REQUIRE SPECIFIC COORDINATION BETWEEN DISCIPLINES AND/ORMANUFACTURERS.

    7. DRAWINGS NOTED AT "N.T.S." ARE NOT TO SCALE.8. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE. IF CLARIFICATION IS

    REQUIRED IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS, CONTACT THEARCHITECT.

    9. NOTES OR DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO SITUATIONS THAT ARE THE SAME ORSIMILAR.

    10. ALL EXISTING FINISHES EXCEPT FOR FLOOR IN NEW VESTIBULES ARE TO REMAIN. PATCH ANDREPAIR ANY PORTIONS WHERE REMOVAL OF ITEMS ARE NOTED TO MATCH EXISTING.

    11. ALL VESTIBULES ARE TO RECEIVE NEW TILE FLOOR FINISH.12. ALL VESTIBULES ARE TO HAVE ALL LIGHT FIXTURES RELOCATED TO BE CENTERED WITHIN NEW

    VESTIBULE UNLESS NOTED OR SHOWN OTHERWISE. PATCH AND REPAIR ANY DAMAGED PLASTERCEILINGS AND REPAINT ENTIRE PLASTER CEILING WITHIN THE VESTIBULE.

    13. EXISTING AUTOMATIC DOOR RELEASE BUTTON POLES TO BE RELOCATED OUTSIDE NEWDOOR/WINDOW SYSTEM AND MAKE ONE PAIR OF DOORS WITHIN NEW DOOR/WINDOW SYSTEMOPERABLE BY THIS DOOR RELEASE BUTTON.

    14. ALL DOOR/FRAME DIMENSIONS AND DOOR TYPES ARE FOR REFERENCE ONLY AND ARE TO MATCHEXISTING UNLESS NOTED OTHERWISE. FIELD VERIFY AND COORDINATE WITH ARCHITECT OF ANYDISCREPANCIES. ALL GLAZING IS TO MATCH EXISTING.

    15. NEW DOORS ARE TO MATCH EXISTING HARDWARE, FIELD VERIFY.16. CLEAN EXISTING DOOR/WINDOW FRAME SYSTEMS WHERE NEW SYSTEMS WILL BE CONSTRUCTED.

    FIRST FLOOR100' - 0"

    8'-2"

    12' -

    6"

    EXIS

    TING

    11'-3

    1/2

    "

    9'-0"

    1'-8"

    10'-0

    "

    NEW ROOF SYSTEM; RE: 6/A-102

    METAL GUTTER WITH DOWNSPOUTS ATEACH END; RE: 12/A-102

    AREA OF DUCTWORKPENETRATION/TIE-IN

    NEW ACOUSTICAL LAY-IN CEILINGGRID AND TILE TO MATCH EXISTING

    19' -

    1"

    5'-5"

    EXIS

    TING

    8'-11

    1/2

    "

    NEW ALUMINUMMULLIONTO MATCHEXISTING

    NEW GLAZING TOMATCH EXISTING

    NEW SPANDRELGLAZING

    NEW SPANDRELGLAZING

    NEW SPANDREL GALZING

    NEW ALUMINUM STOREFRONTDOOR/WINDOW SYSTEM TOMATCH EXISTING

    EXISTING MULLIONREMAIN

    EXISTING MULLIONREMAIN

    ADD MULLIONS ATTHIS LOCATION ONEACH SIDE OFEXISTING CURTAINWALL SYSTEM

    STEEL BEAMS; RE: STRUCTURE

    STEEL COLUMNS, PAINTED;RE: STRUCTURE

    12' -

    6"

    EXISTING FIELD VERIFY32'-11"

    GRAPHIC NUMBERS TO MATCHEXISTING HEIGHT AND FONT

    EXISTING CURTAINWALL SYSTEM BEYOND

    SPANDREL GLAZING ON TOPSECTION OF NEW SCHEDULEDWINDOW SYSTEM

    MAT

    CH E

    XIST

    ING

    9'-0"

    6"X6" END MULLIONS

    6"X6" END MULLIONS 5A-102

    NOTES:1. NEW 2X2 LAY-IN CEILING TILE TO MATCH EXISTING AND PLACED AT 9'-6" A.F.F. ALIGNED TO BOTTOM OF NEW HORIZONTALSTOREFRONT MULLION.

    3 1/2" POLYISO (IN 2 LAYERS)INSULATION (RE: SPECS)

    1/2" RECOVERYBOARD (RE: SPECS)

    SINGLE PLY MEMBRANE(RE: SPECS)

    1 1/2"METAL DECK(RE: STRUCTURAL)

    1/2" SUBSTRATEBOARD (RE: SPECS)

    FLASHING MEMBRANE

    ROOFING SEALANT

    SHEET METAL ORMEMBRANE COATED METALEDGE FLASHING (RE: SPECS)

    ROOFING SYSTEM(RE:SPECS)

    FASTENERS @ 3"O.C. w/ 1" STAGGER

    GUTTER SPACERALTERNATELYSPACED FROMBRACKETS

    GUTTER BRACKETSUPPORTALTERNATELYSPACED FROMSPACERSPREFINISHEDSHEET METALGUTTER

    ROOF DECK(RE:STRUCTURAL)

    2X TREATEDWOOD NAILERSBOLTED THROUGHBOTH NAILERS -STAGGERED TOPAND BOTTOM 2' O.C.

    NOTE: ALL PROJECT DETAILS SHOWN ARE FOR INFORMATION OF MINIMUMSTANDARDS AND DISPLAY GENERIC CONDITIONS WITH RESPECT TO DECK,WALL AND STRUCTURE. REFER TO ARCHITECTURAL REFERENCED DETAILSFOR JOB SPECIFIC CONDITIONS.

    FULLY ADHEREDWATERPROOFMEMBRANE WRAPPINGNAILER AND STRIPPINGTO BACK-UP WALL

    WATERPROOF MEMBRANESECURED TO WALL WITH TERM.BAR SEALED WITH 3 COURSING.

    WEEP HOLES APPROX. 24" O.C.

    S.S. THRU-WALL FLASHING RECEIVER

    S.S. FASTENERS 24" O.C.

    2" WIDE WIND CLIPS APPROX. 30'' O.C.

    REMOVABLE SHEET METALCOUNTERFLASHING

    ROOF DECK(RE: STRUCTURAL)

    SHEET METAL COVER PIECE SECURETO WALL 12" O.C. AND SEAL WITHDOUBLE SIDED COMPRESSIBLE SEALTAPE AND CAULK SHOULDER

    LAP JOINT 3" WITH BEAD OF SEALANT

    3" LAP AT JOINTS

    LAP JOINT 3" WITH BEAD OF SEALANTE.J. FLASHING CLEAT FASTENED16" O.C. WITH GASKETED SCREWSFASTENERS 8" O.C.

    FLEXIBLE VAPOR RETARDER WITHCOMPRESSIBLE INSULATION

    FULLY ADHERE CONTINUOUS SEALANT

    FLASHING MEMBRANE

    BEVELED TOP OF BOTH WOODCURBS TO DRAIN TO ONE SIDE

    THERMOPLASTIC ROOF MEMBRANE

    3 COURSING TO WALL

    SLOPE COVER TODRAIN ROOF SIDE

    CONTINUOUSWATERPROOFINGMEMBRANE

    6" M

    IN.

    TRUENORTH

    PLANNORTHKEY PLAN

    11 Greenway Plaza, 22nd FloorHouston, TX 77046

    713-965-0608 P713-961-4571 FTX Firm: F-3709

    PBK.com

    CHECKED BY

    REVISIONS

    DRAWN BY

    DATE

    PROJECT NUMBER

    CLIENT

    IAN POWELLREGISTRATION #10396

    THESE DRAWINGS ARE INCOMPLETEAND ARE FOR INTERIM REVIEW OR

    PRICING ONLY. THEY ARE NOT TO BEUSED FOR REGULATORY APPROVAL,

    PERMIT, OR CONSTRUCTION

    1/5/

    2016

    6:5

    2:25

    PM

    C:\U

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    ing

    Entr y

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    .rvt

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    LLBL

    DGEN

    TRY

    DOOR

    RENO

    VATIO

    NS

    A-102

    EAST ENTRYVESTIBULE

    Checker

    Author

    AUGUST 14, 2015

    1576

    UNIVERSITY OF HOUSTON

    ISSUE FOR PROPOSALS

    1/2" = 1'-0"2 ENLARGED PLAN - EAST ENTRY VESTIBULE

    NOT TO SCALEGeneral Notes - ArchitecturalEXISTING PHOTO: EAST ENTRY EXTERIOR EXISTING PHOTO: EAST ENTRY INTERIOR EXISTING PHOTO: EAST ENTRY INTERIOR

    1/2" = 1'-0"5 SECTION - EAST ENTRY VESTIBULE

    3/16" = 1'-0"17 EAST ENTRY WINDOW ELEVATION

    1/2" = 1'-0"3 RCP - EAST ENTRY VESTIBULENOT TO SCALE6 NOMENCLATURE

    NOT TO SCALE12 ROOF EDGE WITH GUTTER

    NOT TO SCALE18 BASE FLASHINGS AT SIDE WALLS

    No. Description Date

    EXIS

    TING

    32'-1

    1"

    5A-102

    EXIS

    TING

    3'-6

    1/16

    "EX

    ISTI

    NG2'-

    11 3

    /16"

    EXIS

    TING

    2'-11

    5/1

    6"EX

    ISTI

    NG7'-

    2 1/

    2"EX

    ISTI

    NG7'-

    2 1/

    2"EX

    ISTI

    NG2'-

    11 3

    /16"

    EXIS

    TING

    2'-11

    1/4

    "EX

    ISTI

    NG3'-

    3"

    5'-6"

    LOCATION OF NEW AUTOMATIC DOOROPENER POST

    REMOVE AND RELOCATE EXISTINGAUTOMATIC DOOR OPENER POST.PATCH AND REPAIR FLOOR AS NEEDEDTO RECEIVE NEW FLOOR FINISH

    NEW DOOR/WINDOW CURTAIN WALL SYSTEMEXISTING DOOR/WINDOW CURTAINWALL SYSTEM TO REMAIN

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    DOORS TO HAVE AUTOMATIC DOORHARDWARE TO MATCH EXISTING ANDTIED INTO EXISTING DOOR RELEASEPOST

    1. VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE COMMENCING WORK. REPORTDISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

    2. BUILDING FLOOR PLAN DIMENSIONS ARE REFERENCED FROM STRUCTURAL GRID, FACE OFCONCRETE, FACE OF MASONRY, OR FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE.

    3. REFLECTED CEILING PLAN DIMENSIONS ARE REFERENCED FROM FINISHED SURFACES UNLESSNOTED OTHERWISE. CEILING HEIGHTS ARE DIMENSIONED FROM FLOOR TO FINISHED CEILINGHEIGHT.

    4. CASEWORK, PLUMBING FIXTURES, TOILET PARTITIONS, AND OTHER FIXTURES AND EQUIPMENT AREDIMENSIONED FROM FINISHED SURFACES UNLESS NOTED OTHERWISE.

    5. DIMENSIONS NOTED AS "FIELD VERIFY" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR ANDREVIEWED WITH THE ARCHITECT BEFORE INCORPORATING INTO THE WORK.

    6. DIMENSIONS NOTED AS "CLEAR" REQUIRE SPECIFIC COORDINATION BETWEEN DISCIPLINES AND/ORMANUFACTURERS.

    7. DRAWINGS NOTED AT "N.T.S." ARE NOT TO SCALE.8. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE. IF CLARIFICATION IS

    REQUIRED IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS, CONTACT THEARCHITECT.

    9. NOTES OR DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO SITUATIONS THAT ARE THE SAME ORSIMILAR.

    10. ALL EXISTING FINISHES EXCEPT FOR FLOOR IN NEW VESTIBULES ARE TO REMAIN. PATCH ANDREPAIR ANY PORTIONS WHERE REMOVAL OF ITEMS ARE NOTED TO MATCH EXISTING.

    11. ALL VESTIBULES ARE TO RECEIVE NEW TILE FLOOR FINISH.12. ALL VESTIBULES ARE TO HAVE ALL LIGHT FIXTURES RELOCATED TO BE CENTERED WITHIN NEW

    VESTIBULE UNLESS NOTED OR SHOWN OTHERWISE. PATCH AND REPAIR ANY DAMAGED PLASTERCEILINGS AND REPAINT ENTIRE PLASTER CEILING WITHIN THE VESTIBULE.

    13. EXISTING AUTOMATIC DOOR RELEASE BUTTON POLES TO BE RELOCATED OUTSIDE NEWDOOR/WINDOW SYSTEM AND MAKE ONE PAIR OF DOORS WITHIN NEW DOOR/WINDOW SYSTEMOPERABLE BY THIS DOOR RELEASE BUTTON.

    14. ALL DOOR/FRAME DIMENSIONS AND DOOR TYPES ARE FOR REFERENCE ONLY AND ARE TO MATCHEXISTING UNLESS NOTED OTHERWISE. FIELD VERIFY AND COORDINATE WITH ARCHITECT OF ANYDISCREPANCIES. ALL GLAZING IS TO MATCH EXISTING.

    15. NEW DOORS ARE TO MATCH EXISTING HARDWARE, FIELD VERIFY.16. CLEAN EXISTING DOOR/WINDOW FRAME SYSTEMS WHERE NEW SYSTEMS WILL BE CONSTRUCTED.

    FIRST FLOOR100' - 0"

    8'-2"

    12' -

    6"

    EXIS

    TING

    11'-3

    1/2

    "

    9'-0"

    1'-8"

    10'-0

    "

    NEW ROOF SYSTEM; RE: 6/A-102

    METAL GUTTER WITH DOWNSPOUTS ATEACH END; RE: 12/A-102

    AREA OF DUCTWORKPENETRATION/TIE-IN

    NEW ACOUSTICAL LAY-IN CEILINGGRID AND TILE TO MATCH EXISTING

    19' -

    1"

    5'-5"

    EXIS

    TING

    8'-11

    1/2

    "

    NEW ALUMINUMMULLIONTO MATCHEXISTING

    NEW GLAZING TOMATCH EXISTING

    NEW SPANDRELGLAZING

    NEW SPANDRELGLAZING

    NEW SPANDREL GALZING

    NEW ALUMINUM STOREFRONTDOOR/WINDOW SYSTEM TOMATCH EXISTING

    EXISTING MULLIONREMAIN

    EXISTING MULLIONREMAIN

    ADD MULLIONS ATTHIS LOCATION ONEACH SIDE OFEXISTING CURTAINWALL SYSTEM

    STEEL BEAMS; RE: STRUCTURE

    STEEL COLUMNS, PAINTED;RE: STRUCTURE

    12' -

    6"

    EXISTING FIELD VERIFY32'-11"

    GRAPHIC NUMBERS TO MATCHEXISTING HEIGHT AND FONT

    EXISTING CURTAINWALL SYSTEM BEYOND

    SPANDREL GLAZING ON TOPSECTION OF NEW SCHEDULEDWINDOW SYSTEM

    MAT

    CH E

    XIST

    ING

    9'-0"

    6"X6" END MULLIONS

    6"X6" END MULLIONS 5A-102

    NOTES:1. NEW 2X2 LAY-IN CEILING TILE TO MATCH EXISTING AND PLACED AT 9'-6" A.F.F. ALIGNED TO BOTTOM OF NEW HORIZONTALSTOREFRONT MULLION.

    3 1/2" POLYISO (IN 2 LAYERS)INSULATION (RE: SPECS)

    1/2" RECOVERYBOARD (RE: SPECS)

    SINGLE PLY MEMBRANE(RE: SPECS)

    1 1/2"METAL DECK(RE: STRUCTURAL)

    1/2" SUBSTRATEBOARD (RE: SPECS)

    FLASHING MEMBRANE

    ROOFING SEALANT

    SHEET METAL ORMEMBRANE COATED METALEDGE FLASHING (RE: SPECS)

    ROOFING SYSTEM(RE:SPECS)

    FASTENERS @ 3"O.C. w/ 1" STAGGER

    GUTTER SPACERALTERNATELYSPACED FROMBRACKETS

    GUTTER BRACKETSUPPORTALTERNATELYSPACED FROMSPACERSPREFINISHEDSHEET METALGUTTER

    ROOF DECK(RE:STRUCTURAL)

    2X TREATEDWOOD NAILERSBOLTED THROUGHBOTH NAILERS -STAGGERED TOPAND BOTTOM 2' O.C.

    NOTE: ALL PROJECT DETAILS SHOWN ARE FOR INFORMATION OF MINIMUMSTANDARDS AND DISPLAY GENERIC CONDITIONS WITH RESPECT TO DECK,WALL AND STRUCTURE. REFER TO ARCHITECTURAL REFERENCED DETAILSFOR JOB SPECIFIC CONDITIONS.

    FULLY ADHEREDWATERPROOFMEMBRANE WRAPPINGNAILER AND STRIPPINGTO BACK-UP WALL

    WATERPROOF MEMBRANESECURED TO WALL WITH TERM.BAR SEALED WITH 3 COURSING.

    WEEP HOLES APPROX. 24" O.C.

    S.S. THRU-WALL FLASHING RECEIVER

    S.S. FASTENERS 24" O.C.

    2" WIDE WIND CLIPS APPROX. 30'' O.C.

    REMOVABLE SHEET METALCOUNTERFLASHING

    ROOF DECK(RE: STRUCTURAL)

    SHEET METAL COVER PIECE SECURETO WALL 12" O.C. AND SEAL WITHDOUBLE SIDED COMPRESSIBLE SEALTAPE AND CAULK SHOULDER

    LAP JOINT 3" WITH BEAD OF SEALANT

    3" LAP AT JOINTS

    LAP JOINT 3" WITH BEAD OF SEALANTE.J. FLASHING CLEAT FASTENED16" O.C. WITH GASKETED SCREWSFASTENERS 8" O.C.

    FLEXIBLE VAPOR RETARDER WITHCOMPRESSIBLE INSULATION

    FULLY ADHERE CONTINUOUS SEALANT

    FLASHING MEMBRANE

    BEVELED TOP OF BOTH WOODCURBS TO DRAIN TO ONE SIDE

    THERMOPLASTIC ROOF MEMBRANE

    3 COURSING TO WALL

    SLOPE COVER TODRAIN ROOF SIDE

    CONTINUOUSWATERPROOFINGMEMBRANE

    6" M

    IN.

    TRUENORTH

    PLANNORTHKEY PLAN

    11 Greenway Plaza, 22nd FloorHouston, TX 77046

    713-965-0608 P713-961-4571 FTX Firm: F-3709

    PBK.com

    CHECKED BY

    REVISIONS

    DRAWN BY

    DATE

    PROJECT NUMBER

    CLIENT

    IAN POWELLREGISTRATION #10396

    THESE DRAWINGS ARE INCOMPLETEAND ARE FOR INTERIM REVIEW OR

    PRICING ONLY. THEY ARE NOT TO BEUSED FOR REGULATORY APPROVAL,

    PERMIT, OR CONSTRUCTION

    1/5/

    2016

    6:5

    2:25

    PM

    C:\U

    sers

    \ Sar

    ah\ D

    ropb

    ox\_

    POR

    TFO

    LIO

    \PBK

    Wor

    k\U

    HBr

    azo s

    Hal

    l \157

    6-U

    HSL

    Braz

    o sH

    all B

    uild

    ing

    Entr y

    Doo

    r Ren

    o vat

    ion s

    .rvt

    UHSL

    BRAZ

    OSHA

    LLBL

    DGEN

    TRY

    DOOR

    RENO

    VATIO

    NS

    A-102

    EAST ENTRYVESTIBULE

    Checker

    Author

    AUGUST 14, 2015

    1576

    UNIVERSITY OF HOUSTON

    ISSUE FOR PROPOSALS

    1/2" = 1'-0"2 ENLARGED PLAN - EAST ENTRY VESTIBULE

    NOT TO SCALEGeneral Notes - ArchitecturalEXISTING PHOTO: EAST ENTRY EXTERIOR EXISTING PHOTO: EAST ENTRY INTERIOR EXISTING PHOTO: EAST ENTRY INTERIOR

    1/2" = 1'-0"5 SECTION - EAST ENTRY VESTIBULE

    3/16" = 1'-0"17 EAST ENTRY WINDOW ELEVATION

    1/2" = 1'-0"3 RCP - EAST ENTRY VESTIBULENOT TO SCALE6 NOMENCLATURE

    NOT TO SCALE12 ROOF EDGE WITH GUTTER

    NOT TO SCALE18 BASE FLASHINGS AT SIDE WALLS

    No. Description Date

    EXIS

    TING

    32'-1

    1"

    5A-102

    EXIS

    TING

    3'-6

    1/16

    "EX

    ISTI

    NG2'-

    11 3

    /16"

    EXIS

    TING

    2'-11

    5/1

    6"EX

    ISTI

    NG7'-

    2 1/

    2"EX

    ISTI

    NG7'-

    2 1/

    2"EX

    ISTI

    NG2'-

    11 3

    /16"

    EXIS

    TING

    2'-11

    1/4

    "EX

    ISTI

    NG3'-

    3"

    5'-6"

    LOCATION OF NEW AUTOMATIC DOOROPENER POST

    REMOVE AND RELOCATE EXISTINGAUTOMATIC DOOR OPENER POST.PATCH AND REPAIR FLOOR AS NEEDEDTO RECEIVE NEW FLOOR FINISH

    NEW DOOR/WINDOW CURTAIN WALL SYSTEMEXISTING DOOR/WINDOW CURTAINWALL SYSTEM TO REMAIN

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    NEW STEEL COLUMNS FORALUMINUM CANOPY, PAINTED

    DOORS TO HAVE AUTOMATIC DOORHARDWARE TO MATCH EXISTING ANDTIED INTO EXISTING DOOR RELEASEPOST

    1. VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE COMMENCING WORK. REPORTDISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

    2. BUILDING FLOOR PLAN DIMENSIONS ARE REFERENCED FROM STRUCTURAL GRID, FACE OFCONCRETE, FACE OF MASONRY, OR FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE.

    3. REFLECTED CEILING PLAN DIMENSIONS ARE REFERENCED FROM FINISHED SURFACES UNLESSNOTED OTHERWISE. CEILING HEIGHTS ARE DIMENSIONED FROM FLOOR TO FINISHED CEILINGHEIGHT.

    4. CASEWORK, PLUMBING FIXTURES, TOILET PARTITIONS, AND OTHER FIXTURES AND EQUIPMENT AREDIMENSIONED FROM FINISHED SURFACES UNLESS NOTED OTHERWISE.

    5. DIMENSIONS NOTED AS "FIELD VERIFY" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR ANDREVIEWED WITH THE ARCHITECT BEFORE INCORPORATING INTO THE WORK.

    6. DIMENSIONS NOTED AS "CLEAR" REQUIRE SPECIFIC COORDINATION BETWEEN DISCIPLINES AND/ORMANUFACTURERS.

    7. DRAWINGS NOTED AT "N.T.S." ARE NOT TO SCALE.8. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE. IF CLARIFICATION IS

    REQUIRED IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS, CONTACT THEARCHITECT.

    9. NOTES OR DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO SITUATIONS THAT ARE THE SAME ORSIMILAR.

    10. ALL EXISTING FINISHES EXCEPT FOR FLOOR IN NEW VESTIBULES ARE TO REMAIN. PATCH ANDREPAIR ANY PORTIONS WHERE REMOVAL OF ITEMS ARE NOTED TO MATCH EXISTING.

    11. ALL VESTIBULES ARE TO RECEIVE NEW TILE FLOOR FINISH.12. ALL VESTIBULES ARE TO HAVE ALL LIGHT FIXTURES RELOCATED TO BE CENTERED WITHIN NEW

    VESTIBULE UNLESS NOTED OR SHOWN OTHERWISE. PATCH AND REPAIR ANY DAMAGED PLASTERCEILINGS AND REPAINT ENTIRE PLASTER CEILING WITHIN THE VESTIBULE.

    13. EXISTING AUTOMATIC DOOR RELEASE BUTTON POLES TO BE RELOCATED OUTSIDE NEWDOOR/WINDOW SYSTEM AND MAKE ONE PAIR OF DOORS WITHIN NEW DOOR/WINDOW SYSTEMOPERABLE BY THIS DOOR RELEASE BUTTON.

    14. ALL DOOR/FRAME DIMENSIONS AND DOOR TYPES ARE FOR REFERENCE ONLY AND ARE TO MATCHEXISTING UNLESS NOTED OTHERWISE. FIELD VERIFY AND COORDINATE WITH ARCHITECT OF ANYDISCREPANCIES. ALL GLAZING IS TO MATCH EXISTING.

    15. NEW DOORS ARE TO MATCH EXISTING HARDWARE, FIELD VERIFY.16. CLEAN EXISTING DOOR/WINDOW FRAME SYSTEMS WHERE NEW SYSTEMS WILL BE CONSTRUCTED.

    FIRST FLOOR100' - 0"

    8'-2"

    12' -

    6"

    EXIS

    TING

    11'-3

    1/2

    "

    9'-0"

    1'-8"

    10'-0

    "

    NEW ROOF SYSTEM; RE: 6/A-102

    METAL GUTTER WITH DOWNSPOUTS ATEACH END; RE: 12/A-102

    AREA OF DUCTWORKPENETRATION/TIE-IN

    NEW ACOUSTICAL LAY-IN CEILINGGRID AND TILE TO MATCH EXISTING

    19' -

    1"

    5'-5"

    EXIS

    TING

    8'-11

    1/2

    "

    NEW ALUMINUMMULLIONTO MATCHEXISTING

    NEW GLAZING TOMATCH EXISTING

    NEW SPANDRELGLAZING

    NEW SPANDRELGLAZING

    NEW SPANDREL GALZING

    NEW ALUMINUM STOREFRONTDOOR/WINDOW SYSTEM TOMATCH EXISTING

    EXISTING MULLIONREMAIN

    EXISTING MULLIONREMAIN

    ADD MULLIONS ATTHIS LOCATION ONEACH SIDE OFEXISTING CURTAINWALL SYSTEM

    STEEL BEAMS; RE: STRUCTURE

    STEEL COLUMNS, PAINTED;RE: STRUCTURE

    12' -

    6"

    EXISTING FIELD VERIFY32'-11"

    GRAPHIC NUMBERS TO MATCHEXISTING HEIGHT AND FONT

    EXISTING CURTAINWALL SYSTEM BEYOND

    SPANDREL GLAZING ON TOPSECTION OF NEW SCHEDULEDWINDOW SYSTEM

    MAT

    CH E

    XIST

    ING

    9'-0"

    6"X6" END MULLIONS

    6"X6" END MULLIONS 5A-102

    NOTES:1. NEW 2X2 LAY-IN CEILING TILE TO MATCH EXISTING AND PLACED AT 9'-6" A.F.F. ALIGNED TO BOTTOM OF NEW HORIZONTALSTOREFRONT MULLION.

    3 1/2" POLYISO (IN 2 LAYERS)INSULATION (RE: SPECS)

    1/2" RECOVERYBOARD (RE: SPECS)

    SINGLE PLY MEMBRANE(RE: SPECS)

    1 1/2"METAL DECK(RE: STRUCTURAL)

    1/2" SUBSTRATEBOARD (RE: SPECS)

    FLASHING MEMBRANE

    ROOFING SEALANT

    SHEET METAL ORMEMBRANE COATED METALEDGE FLASHING (RE: SPECS)

    ROOFING SYSTEM(RE:SPECS)

    FASTENERS @ 3"O.C. w/ 1" STAGGER

    GUTTER SPACERALTERNATELYSPACED FROMBRACKETS

    GUTTER BRACKETSUPPORTALTERNATELYSPACED FROMSPACERSPREFINISHEDSHEET METALGUTTER

    ROOF DECK(RE:STRUCTURAL)

    2X TREATEDWOOD NAILERSBOLTED THROUGHBOTH NAILERS -STAGGERED TOPAND BOTTOM 2' O.C.

    NOTE: ALL PROJECT DETAILS SHOWN ARE FOR INFORMATION OF MINIMUMSTANDARDS AND DISPLAY GENERIC CONDITIONS WITH RESPECT TO DECK,WALL AND STRUCTURE. REFER TO ARCHITECTURAL REFERENCED DETAILSFOR JOB SPECIFIC CONDITIONS.

    FULLY ADHEREDWATERPROOFMEMBRANE WRAPPINGNAILER AND STRIPPINGTO BACK-UP WALL

    WATERPROOF MEMBRANESECURED TO WALL WITH TERM.BAR SEALED WITH 3 COURSING.

    WEEP HOLES APPROX. 24" O.C.

    S.S. THRU-WALL FLASHING RECEIVER

    S.S. FASTENERS 24" O.C.

    2" WIDE WIND CLIPS APPROX. 30'' O.C.

    REMOVABLE SHEET METALCOUNTERFLASHING

    ROOF DECK(RE: STRUCTURAL)

    SHEET METAL COVER PIECE SECURETO WALL 12" O.C. AND SEAL WITHDOUBLE SIDED COMPRESSIBLE SEALTAPE AND CAULK SHOULDER

    LAP JOINT 3" WITH BEAD OF SEALANT

    3" LAP AT JOINTS

    LAP JOINT 3" WITH BEAD OF SEALANTE.J. FLASHING CLEAT FASTENED16" O.C. WITH GASKETED SCREWSFASTENERS 8" O.C.

    FLEXIBLE VAPOR RETARDER WITHCOMPRESSIBLE INSULATION

    FULLY ADHERE CONTINUOUS SEALANT

    FLASHING MEMBRANE

    BEVELED TOP OF BOTH WOODCURBS TO DRAIN TO ONE SIDE

    THERMOPLASTIC ROOF MEMBRANE

    3 COURSING TO WALL

    SLOPE COVER TODRAIN ROOF SIDE

    CONTINUOUSWATERPROOFINGMEMBRANE

    6" M

    IN.

    TRUENORTH

    PLANNORTHKEY PLAN

    11 Greenway Plaza, 22nd FloorHouston, TX 77046

    713-965-0608 P713-961-4571 FTX Firm: F-3709

    PBK.com

    CHECKED BY

    REVISIONS

    DRAWN BY

    DATE

    PROJECT NUMBER

    CLIENT

    IAN POWELLREGISTRATION #10396

    THESE DRAWINGS ARE INCOMPLETEAND ARE FOR INTERIM REVIEW OR

    PRICING ONLY. THEY ARE NOT TO BEUSED FOR REGULATORY APPROVAL,

    PERMIT, OR CONSTRUCTION

    1/5/

    2016

    6:5

    2:25

    PM

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    A-102

    EAST ENTRYVESTIBULE

    Checker

    Author

    AUGUST 14, 2015

    1576

    UNIVERSITY OF HOUSTON

    ISSUE FOR PROPOSALS

    1/2" = 1'-0"2 ENLARGED PLAN - EAST ENTRY VESTIBULE

    NOT TO SCALEGeneral Notes - ArchitecturalEXISTING PHOTO: EAST ENTRY EXTERIOR EXISTING PHOTO: EAST ENTRY INTERIOR EXISTING PHOTO: EAST ENTRY INTERIOR

    1/2" = 1'-0"5 SECTION - EAST ENTRY VESTIBULE

    3/16" = 1'-0"17 EAST ENTRY WINDOW ELEVATION

    1/2" = 1'-0"3 RCP - EAST ENTRY VESTIBULENOT TO SCALE6 NOMENCLATURE

    NOT TO SCALE12 ROOF EDGE WITH GUTTER

    NOT TO SCALE18 BASE FLASHINGS AT SIDE WALLS

    No. Description Date

    NORTHWEST ISOMETRIC VIEW

    A-000

    30

  • 31

  • Colored pencil and watercolor on paper 12 x 18 inches2009

    Aquarium

    32

  • 33

  • Watercolor and ink on vellum and paper3 x 3 inches each2011

    La Mmoire de Lacoste

    34

  • 35

  • digital photograph at the High Musem of Art2015

    Mother, daughter & Utah Sky

    36

  • ......................................................................................................................................................................................................................................................................................................................................................................................................................................................

    Education

    Experience PBK Architectural Intern: October 2014-present

    New high school for Conroe ISD: Developing interior elevations,

    modeling Revit families, developing construction documents

    Conroe High School, Caney Creek High School, The Woodlands High

    School, University of Houston Sugar Land: Created Revit models from

    as-built drawings, took field measurements, developed design options

    University of Houston Structures Teaching Assistant: January-December 2015

    Conducting tutorials, assisting students with Revit, critiqing structural

    designs, grading assignments

    Corgan Associates, Inc., Dallas Architectural Intern: September 2012-July 2013

    DFW Terminal B Renovation: BIM modeling, revised construction

    documents, and managed samples and RFIs

    Student Intern: December 2011, June-August 2011, December 2010

    DFW Terminal A Renovation: BIM modeling, revised construction

    documents

    Sarah Waller

    University of HoustonMaster of Architecture, Fall 2015

    Savannah College of Art & DesignBachelor of Fine Arts, August 2012

    Major in Architecture, Minor in Design for Sustainability

    LEED Green AssociateCertification

  • Skills

    Honors

    Revit

    AutoCAD

    Rhino

    Sketchup

    Photoshop

    Phi Kappa Phi Honor Society, 2014 - present

    Diana Huang Scholarship recipient, 2013

    Magna cum laude SCAD graduate

    Tau Sigma Delta Honor Society, 2009 - 2012

    SCAD Artistic Scholarship recipient, 2008 - 2012

    SCAD Deans List, 2008 - 2012

    Illustrator

    InDesign

    Lightroom

    Hand sketching

    Modelmaking

    Knowledge of building codes

    Microsoft Office

    Construction documents

    Digital photography

    Sustainable design

    Activities UH Design + Build Graduate Studio, 2014Texas Society of Architects Mentorship program, 2013 - 2014Volunteer, Blodgett Urban Gardens, HoustonToastmasters International

    References Duke FleshmanDuke Fleshman Architects

    [email protected]

    713.523.0199

    Steven Wilkerson, PhD, PEATHOS Consulting Engineers

    [email protected]

    832.969.8641

    2210 West Dallas Street #221

    Houston, Texas 77019

    817.999.2191

    www.issu.com/sarahwaller

    Donna Kacmar, FAIAMaterials Research Collaborative

    [email protected]

    713.743.2510