08.3 - 217 Red River St - Trask House - Historic Review Application & Drawings — original pdf

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Historic Review Application For Office Use Only Date of Submission:_________________________________ Case #:____________________________________________ _________________________________________________ Historic Preservation Office approval Date of Approval:___________________________________ Property Address: ______________________________________________________ Historic Landmark Historic District (Local) National Register Historic District Historic Landmark or Historic District Name:______________________________________________________________________________________________ Applicant Name: _______________________________ Phone #: ______________________ Email: ______________________________ Applicant Address: _______________________________ City: _______________________ __ State: ________________ Zip: __________ Please describe all proposed exterior work with location and materials. If you need more space, attach an additional sheet. PROPOSED WORK LOCATION OF PROPOSED WORK PROPOSED MATERIAL(S) 1) 2) 3) Submittal Requirements 1. One set of dimensioned building plans. Plans must: a) specify materials and finishes to be used, and b) show existing and proposed conditions for alterations and additions. Site Plan Elevations Floor Plan Roof Plan 2. Color photographs of building and site: Elevation(s) proposed to be modified Detailed view of each area proposed to be modified Any changes to these plans must be reviewed and approved by the Historic Preservation Office and/or Historic Landmark Commission. Applicant Signature: ___________________________________________ Date: ____________________________ Submit complete application, drawings, and photos to preservation@austintexas.gov. Call (512) 974-3393 with questions. Design Standards and Guidelines for Historic Properties Adopted December 2012 Design Standards and Guidelines for Historic Properties Landmarks and National Register historic district properties If you are making changes to a historic landmark, the project must comply with these standards to receive a Certificate of Appropriateness. If you are making changes to a contributing property or constructing a new building within a National Register historic district, consider the standards below as advisory guidelines: 1. Use a property for its historic purpose or place it in a new use that requires minimal change to the defining characteristics of the building and its site and environment. 2. Retain and preserve the historic character or a property shall be retained and preserved. Avoid the removal of historic materials or alteration of features and spaces that characterize a property. 3. Recognize each property as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings, shall not be undertaken. 4. Most properties change over time; those changes that have acquired historic significance in their own right shall be retained and preserved. 5. Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a historic property shall be preserved. 6. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. 7. Chemical or physical treatments, such as sandblasting, that cause damage to historic materials shall not be used. The surface cleaning of structures, if appropriate, shall be undertaken using the gentlest means possible. 8. Significant archaeological resources affected by a project shall be protected and preserved. If such resources must be disturbed, mitigation measures shall be undertaken. 9. New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. 10. New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. Local historic district properties If you are making changes to a contributing property or constructing a new building in a local historic district, the project must comply with the design standards established for that district to receive a Certificate of Appropriateness. Visit the Historic Preservation Office website to to view your district's design standards: http://www.austintexas.gov/department/ historic-preservation. What Type of Work Requires a Certificate of Appropriateness? Certificates of Appropriateness (COAs) are required for exterior changes or additions to historic landmarks, any property pending designation as a landmark, and contributing buildings in local historic districts; or if you are constructing a new building in a local historic district. Work requiring a COA includes: 1. Additions 2. Construction of new buildings, including outbuildings 3. Window and door replacement 4. Exterior siding replacement 5. Replacement of roof materials with a different material 6. Site changes such as a pool, deck, fence, or back porch enclosure Ordinary repair and maintenance projects do not require a Certificate of Appropriateness. For more information, see the historic review process charts on the Historic Preservation Office website. TRASK HOUSE RELOCATION PROJECT DESCRIPTION Originally constructed in 1820 at 105 Neches Street, the Trask house was relocated to 217 Red River Street in 1990 and renovated in 1992. The proposed scope of work is to relocate the structure to allow for the construction of an underground Austin Energy District Chilled Water Plant serving the District Energy Loop and is critical for the construction and operation of the new Austin Convention Center. The structure is proposed to be relocated to the Convention Center Site, near the corner of Red River Street and East Cesar Chavez Street. Though Neches Street no longer runs between East Cesar Chavez Street and E 4th Street, the proposed location places the Trask house in approximately its original location as shown in Sanborn maps starting in 1900. During the construction of the convention center, the structure will be mothballed and secured at a temporary location on a nearby site on E 3rd street. Programming and use of the Trask house in its new location will be developed by the City of Austin, the convention center, and design team. The Trask house is a designated local landmark and its site has H-zoning. H-zoning will be applied at its new location. For relocation, this masonry structure will be lifted off its non-historic foundation and the limestone masonry veneer and porch pier brick material will be tagged and salvaged for reuse. The wood porch will be detached from the masonry structure and protected for reattachment at the final location. Dallas | Austin | San Antonio www. architexas.com 1907 Marilla St. Second Floor Dallas, Texas 75201 1023 Springdale Road Bldg. 11, Suite E Austin, Texas 78721 417 8th Street San Antonio, Texas 78215 1 2 3 4 5 6 7 8 9 10 UTILITIES LEGEND: REF. CIVIL SITE ELEMENTS LEGEND ITEMS TO BE REMOVED ITEMS TO REMAIN STRUCTURES TO BE MOVED LIGHT POLE (TO BE REMOVED) WROUGHT IRON FENCE (TO BE REMOVED) CHAIN LINE FENCE (TO BE REMOVED) PARKING SIGNS (TO BE REMOVED) EAST THIRD ST. ONE STORY TRASK HOUSE TO BE MOVED ONE STORY STRUCTURE TO BE MOVED REMOVE FENCING, TYP. REMOVE EXIST. CONC. STEPS, RAMP, SIDEWALLS, RETAINING WALLS, & GUARDRAILS REMOVE ONE-STORY BUIDING REMOVE PARKING SIGNS, TYP. REMOVE GATE AND ASSOCIATED GATE OPERATORS AND ACCESSORIES REMOVE CONC. CURB RAMPS, TYP. REMOVE COVERED CARPORT AND ASSOCIATED POSTS & FOOTINGS REMOVE CONC. PARKING LOT REMOVE FENCING, TYP. TWO STORY CASTLEMAN-BULL HOUSE TO BE MOVED REMOVE WROUGHT IRON FENCE REMOVE WROUGHT IRON FENCE, TYP. REMOVE EXIST. CONC. SIDEWALKS, TYP. EXIST. CURB TO REMAIN T. R S E D RIV E R EXIST. CURB TO REMAIN REMOVE WROUGHT IRON FENCE, TYP. REMOVE FENCING REMOVE RAISED MASONRY PLANTERS REMOVE STEPS AND HANDRAILS REMOVE CONC. SIDEWALKS, TYP. REMOVE RAISED MASONRY PLANTERS EXIST. DETENTION POND TO REMAIN EXIST. FENCING TO REMAIN EXIST. SIDEWALK WITH BRICK BORDER TO REMAIN, TYP. K L A W E E SID V O M E R AIN M E O R K T L A W E SID EXIST. SIDEWALK WITH BRICK BORDER TO REMAIN, TYP. 1 Site Selective Demolition Plan Scale: 1/16" = 1'-0" N PLAN NORTH REBAR FOUND TREE MAG-NAIL WITH WASHER MARKED "SAM" POWER POLE PARKING METER GUY ANCHOR LIGHT POLE CLEAN OUT WATER METER WATER HANDHOLE SIGN (AS NOTED) STORM MANHOLE LUMINAIRE WATER VALVE ELECTRIC MANHOLE GAS METER FIRE HYDRANT WASTE WATER MANHOLE IRON ROD SET (AS NOTED) MAG-NAIL (AS NOTED) CHISELLED CROSS TELEPHONE MANHOLE BOLLARD METAL WATER MANHOLE AIR CONDITIONING UNIT ELECTRIC METER ELECTRIC VAULT JUNCTION BOX JUNCTION BOX POINT OF BEGINNING OFFICIAL PUBLIC RECORDS TRAVIS COUNTY, TEXAS REAL PROPERTY RECORDS TRAVIS COUNTY, TEXAS HERITAGE TREE DRIP LINE <> IRON FENCE LINE CHAIN LINK FENCE LINE SIDEWALK EDGE A B C D E F G H J : E M A N R E S U : H T A P E L F I : P M A T S E T A D GENERAL NOTES - DEMO SITE PLAN 1. GENERAL A. ITEMS NOT MARKED OR OTHERWISE NOTED FOR REUSE OR TO BE SALVAGED FOR THE OWNER ARE TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF PER LOCAL CODE B. ALL ITEMS TO BE SALVAGED MUST BE SEPARATED FROM THE STRUCTURE, AND ARE TO BE UNIQUELY IDENTIFIED AND LABELED FOR STORAGE AND FUTURE REASSEMBLY. 2. RELOCATION A. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE THE EXACT ROUTE TO MOVE THE ORIGINAL STRUCTURE OFF SITE. B. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROPERLY INFORM AND COORDINATE W/ GOVERNING ENTITIES REGARDING RELOCATION EFFORTS, INCLUDING LOCAL AUTHORITIES , THE TEXAS DEPT. OF TRANSPORTATION; AND ALL AFFECTED UTILITY COMPANIES. C. MEANS AND METHODS OF TRANSPORT ARE THE ULTIMATE RESPONSIBILITY OF THE GENERAL CONTRACTOR. D. ANY TREE REMOVAL OR TRIMMING NECESSARY FOR RELOCATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR 3. PROTECTION A. REMOVE DEBRIS FROM DEMOLITION AT THE END OF EACH WORK DAY, AND MAINTAIN THE BUILDING SITE IN A SAFE MANNER CLEAR OF DEMOLITION AND CONSTRUCTION DEBRIS AND EQUIPMENT 4. ITEMS TO REMAIN A. DO NOT DAMAGE OR DEMOLISH ANY ITEMS ON THE SITE NOTED TO REMAIN 5. SITE ELEMENTS TO BE CAREFULLY REMOVED AND SALVAGED FOR THE OWNER A. WROUGHT IRON FENCING B. WROUGHT IRON GATES, GATE OPERATOR SYSTEM, AND ANY ASSOCIATED ACCESSORIES C. CHAIN LINK FENCING D. LIGHT POLES E. STONE OR BRICK REMOVED FROM THE HOME F. CRAWL SPACE LATTICE ASSEMBLY WITH FULL SECTIONS INTACT G. WHEN REMOVING ITEMS NOTED TO BE SALVAGED FOR THE OWNER: 1. LABEL AND PHOTOGRAPH EACH ELEMENT PRIOR TO REMOVAL AND INCLUDE LABEL IN PHOTOGRAPH. 2. CAREFULLY REMOVE ELEMENT AND KEEP SCREWS AND PARTS OF EACH ASSEMBLY AND BUNDLE TOGETHER 3. STORE IN A MANNER THAT PREVENTS THE SALVAGED MATERIALS TO BE DAMAGED DURING TRANSPORT AND STORAGE 4. DELIVER TO DESIGNATED OWNER SITE AND STORE ON PALLETS 6. MASONRY AND FOUNDATION REMOVAL FOR MOVE A. THE GENERAL CONTRACTOR, AT THE DISCRETION OF THE BUILDING MOVER, SHALL ONLY DEMOLISH OR REMOVE MASONRY AND FOUNDATIONS AS ARE CONSIDERED NECESSARY FOR UNDERPINNING OF HISTORIC STRUCTURE AND REMOVAL FROM SITE B. STONE VENEER IS TO BE CAREFULLY REMOVED WHERE NOTED TO ALLOW FOR MOVING OF THE STRUCTURE. STONE REMOVED SHALL BE SALVAGED AND STORED FOR THE OWNER FOR FUTURE REUSE. STONE IS TO BE SEPARATED BY SIZE AND PATTERN C. STORE STONE ON PALLETS AT THE RELOCATION SITE AND PROVIDE A VENTED COVER THAT IS SECURED OVER STONE. LABEL OUTSIDE OF COVER WITH CONTENTS 7. WINDOWS A. WINDOWS ON THE STRUCTURES SHALL REMAIN IN PLACE AND BE TEMPORARILY COVERED ON THE EXTERIOR WITH CEMENTITIOUS PANELS BEFORE THE MOVE 8. UTILITIES A. ALL EXIST. UTILITY LINES ASSOCIATED WITH THE ORIGINAL STRUCTURE SHALL BE CUT BACK TO THE BUILDING FACE. RE: MEP AND CIVIL DRAWINGS 9. POST-DEMOLITION A. AFTER RELOCATION THE STRUCTURE SHALL BE FULLY INSPECTED FOR ANY DAMAGES WHICH MAY HAVE OCCURRED DURING DEMOLITION AND TRANSPORTATION. ALL SUCH DAMAGE SHALL BE RESTORED. B. AFTER FINAL PLACEMENT OF THE STRUCTURE ON THE NEW SITE, THE ROOF MUST BE INSPECTED BY THE CONTRACTOR FOR ANY DAMAGES. ALL DAMAGES MUST BE REPAIRED TO ENSURE PROPER FUNCTION OF EACH ROOFING SYSTEM. C. ANY MISSING FASTENERS MUST BE REPLACED D. ANY LOOSE BOARDS OR ELEMENTS ARE TO BE RESECURED E. ANY DAMAGED ROOF PANELS MUST BE REPLACED BY METAL PANELS OF MATCHING PROFILE, GAUGE, AND FINISH. ANY DAMAGED ROOFING MEMBRANE MUST BE PATCHED OR REPLACED WITH LIKE MATERIAL F. PROVIDE NEW FLASHING AND FASCIAS ANYWHERE ALONG THE ROOF PERIMETER WHERE THE FLASHING OR FASCIA MAY BE MISSING OR DAMAGED, AS A RESULT OF THE SELECTIVE DEMOLITION OR RELOCATION Page Southerland Page, Inc. 200 West 6th Street, Floor 18 Austin, TX 78701 pagethink.com A TEL FAX ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Albany / Albuquerque / Atlanta / Austin / Boston / Charleston / Dallas / Denver / Dubai / Houston / Los Angeles / Mexico City / Orlando / Phoenix / Raleigh / Richmond / San Antonio / San Francisco / Tampa / Washington DC CONSULTANT TEAM PRESERVATION ARCHITECT ARCHITEXAS 1023 Springdale Rd Bldg. 11, Suite E Austin, TX 78721 B C D E F G REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE INTERIM REVIEW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW ONLY IT IS NOT TO BE USED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. CLIENT CITY OF AUSTIN PROJECT H CHILLER PLANT (ACCX) 500E 3RD STREET AUSTIN, TEXAS 78701 LMN PROJECT NUMBER 23043-02 PAGE PROJECT NUMBER 31CI23015.02 DRAWN BY CHECKED BY ORIGINAL ISSUE HLC REVIEW JUNE 6, 2025 SHEET NAME J SITE SELECTIVE DEMOLITION PLAN SHEET NUMBER DCP-D-101 1 2 3 4 5 6 7 8 9 10 S E H C E N SITE PLAN GENERAL NOTES 1. SEE G010 FOR REFERENCE AXONOMETRIC VIEWS OF BUILDING AND SITE. 2. REFER TO CIVIL AND LANDSCAPE FOR COMPLETE SITE SCOPE. 3. CIVIL ELEVATION +469'-00" = PROJECT ELEVATION 0'-00" 200 West 6th Street, Floor 18 Austin, TX 78701 TEL FAX CONSULTANT EAST 4TH ST. (80' R.O.W.) DN BELOW GRADE FOUNDATION WALL OUTDOOR EVENT PLAZA 469' - 00" 10' 18' UP NORTH WQ POND BELOW (120,000 GALLONS) WALL MOUNTED FDC METAL SCREEN WALL TRUCK MARSHALLING YARD 464' - 00" VEHICULAR ENTRY ROLLING GATE TRUCK RAMP ENTRY TO LOADING DOCK BELOW UP FIRE COMMAND CENTER PROPOSED CROSSWALK /STOP LINE EAST 3RD ST. (80' R.O.W.) 1 2 ' RETAIL ENTRY 12' T S Y T N R T I I . T S Y T N R T I I ) . . W O R . ' 0 8 ( EAST 2ND ST. (80' R.O.W.) EXISTING CROSSWALK /STOP LINE BUILDING ENTRY UP WALL MOUNTED FDC A TSIMU LA TION PROPERTY LINE RETAIL ENTRY RETAIL ENTRY 12' BELOW GRADE FOUNDATION WALL 12' 12' 12' M A 4 0 : 9 0 : 1 1 5 2 0 2 3 6 / / : P M A T S E T A D : E M A N R E S U - - t v r . 5 2 R A X C C A / n o s n a p x E i r e t n e C n o i t n e v n o C n i t s u A - X C C A / / : s c o D k s e d o u A t : H T A P E L F I GREASE INTERCEPTOR OVERHEAD TYP. REMOVABLE BOLLARDS 3RD ST BUILDING ENTRY REMOVABLE BOLLARDS AE AREAWAY BELOW 0' - 0" PROJECT 469' - 00" PROPOSED HYDRANT BUILDING ENTRY SOUTH WQ POND BELOW (200,000 GALLONS) OUTDOOR PLAZA 446' - 0" FAIRMONT BRIDGE/ELEVATOR TO REMAIN BELOW GRADE FOUNDATION WALL COVERED PORCH 469' - 00" BUILDING ENTRY OVERHEAD TYP. TERRACE 469' - 00" UP 6 UP W A L L E R C R 0' - 0 " E E K O V E R L A Y L.O.C WATERLOO GREENWAY L.O.C NOT IN SCOPE . C O L . UP TRASK HOUSE 4' - 2" 1'-6". 119' - 0" " 0 - ' 9 7 EAST CESAR CHAVEZ ST. (80' R.O.W.) PROPOSED CROSSWALK /STOP LINE T U N N 60' - 0" E L E A S E M E N T . C O L . PROPOSED CROSSWALK /STOP LINE EAST 3RD ST. (80' R.O.W.) FIRE PUMP ROOM BELOW AE ELEC/FIRE PUMP ROOM ACCESS . T S R E V R D E R I ) . . W O R . ' 0 8 ( up PROPOSED CROSSWALK /STOP LINE KEYPLAN PLAN NORTH REVISION HISTORY C B A REVISION DESCRIPTION PROFESSIONAL SEALS DATE INTERIM REVIEW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW ONLY. IT IS NOT TO BE USED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. DRAFT / CONFIDENTIAL CLIENT CITY OF AUSTIN PROJECT AUSTIN CONVENTION CENTER REDEVELOPMENT (ACCX) 500 E 3RD STREET AUSTIN, TEXAS 78701 LMN PROJECT NUMBER 23043-01 PAGE PROJECT NUMBER 31Ci23015 CHECKED BY Checker DRAWN BY Author ORIGINAL ISSUE MILESTONE 4 3 APR 2025 SHEET NAME ARCHITECTURAL SITE PLAN- TRASK HOUSE SHEET NUMBER A005d TRUE NORTH PLAN NORTH 1 ARCHITECTURAL - SITE PLAN SCALE: 1" = 40'-0" -20 0 20 40 80 1 2 3 4 5 6 7 8 9 10 EXIST. MASONRY CHIMNEY, TYP. EXIST. MTL. ROOF EXIST. PORCH ROOF TO BE DETACHED PHOTO 3 P H O T O 2 1 O T O H P P H O T O 8 PHOTO 7 P H O T O 4 5 O T O H P P H O T O 6 DIGITAL PHOTOGRAPHY REQUIREMENTS: 1. 2. PROVIDE 8 EXTERIOR PHOTOS AND MIN. 4 DETAILED PHOTOS OF ACTIVE WORK AS INDICATED ON PHOTO KEY PLANS PHOTOGRAPHY IS TO OCCUR WEEKLY AND AT PROJECT MILESTONES, INCLUDING BUT NOT LIMITED TO: INSTALLATION OF BRACING AND STRUCTURAL STEEL A. BEFORE WORK BEGINS B. SELECTIVE DEMOLITION C. PORCH REMOVAL D. E. HOUSE LIFTING F. HOUSE MOVING TO TEMPORARY SITES G. PLACEMENT AT TEMPORARY SITES H. MOVING TO FINAL SITE PLACEMENT AT FINAL I. LIMITS OF PORCH TO BE DETACHED AND MOVED LIMITS OF HOUSE TO BE MOVED Trask House Roof Plan Scale: 1/4" = 1'-0" 5 N PLAN NORTH Trask House-Out Building Photo Documentation Plan Scale: 1/4" = 1'-0" 3 N PLAN NORTH P H O T O 2 PHOTO 3 P H O T O 4 ±9'-3 1/2" V.I.F. ±31'-3 1/2" V.I.F. 2/HS-310 EXIST. WINDOWS AND DOORS TO REMAIN IN PLACE DURING MOVE, TYP. REMOVE EXIST. STEPS AND HANDRAILS 5 O T O H P 0 1 3 - S H / 1 EXIST. HOUSE TO BE MOVED INTACT 0 1 3 - S H / 4 . F . I . V " 2 / 1 3 - 6 4 ± ' EXIST. MTL. ROOF EXIST. MASONRY CHIMNEY Trask House-Out Building Roof Plan N Scale: 1/4" = 1'-0" PLAN NORTH 2 EXIST. WINDOWS AND DOORS TO REMAIN IN PLACE DURING MOVE, TYP. 7/HS-310 0 1 3 - S H / 6 0 1 3 - S H / 8 . F . I . V " 4 - 3 1 ± ' LIMITS OF PORCH TO BE DETACHED AND MOVED LIMITS OF HOUSE TO BE MOVED P H O T O 8 PHOTO 7 Trask House Photo Documentation Plan Scale: 1/4" = 1'-0" 6 P H O T O 6 N PLAN NORTH 1 2 3 4 5 LIMITS OF PORCH TO BE DETACHED AND MOVED LIMITS OF HOUSE TO BE MOVED 5/HS-310 ±14'-0" V.I.F. 3/HS-310 Trask House First Floor Plan Scale: 1/4" = 1'-0" N PLAN NORTH 4 6 Trask House-Out Building First Floor Plan N Scale: 1/4" = 1'-0" PLAN NORTH 1 7 8 9 10 A B C D E F G 1 O T O H P H J : E M A N R E S U : H T A P E L F I : P M A T S E T A D Page Southerland Page, Inc. 200 West 6th Street, Floor 18 Austin, TX 78701 pagethink.com A TEL FAX ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Albany / Albuquerque / Atlanta / Austin / Boston / Charleston / Dallas / Denver / Dubai / Houston / Los Angeles / Mexico City / Orlando / Phoenix / Raleigh / Richmond / San Antonio / San Francisco / Tampa / Washington DC CONSULTANT TEAM PRESERVATION ARCHITECT ARCHITEXAS 1023 Springdale Rd Bldg. 11, Suite E Austin, TX 78721 512-444-4220 B C D E F G REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE INTERIM REVIEW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW ONLY IT IS NOT TO BE USED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. CLIENT CITY OF AUSTIN PROJECT H CHILLER PLANT (ACCX) 500E 3RD STREET AUSTIN, TEXAS 78701 LMN PROJECT NUMBER 23043-02 PAGE PROJECT NUMBER 31CI23015.02 DRAWN BY CHECKED BY ORIGINAL ISSUE HLC REVIEW JUNE 6, 2025 SHEET NAME J TRASK HOUSE - FLOOR PLANS SHEET NUMBER DCP-HS-210 1 2 3 4 5 6 7 8 9 10 A B C D E F G H J : E M A N R E S U : H T A P E L F I : P M A T S E T A D T.O. ROOF B.O. FLOOR FRAMING STRUCTURE T.O. ROOF B.O. FLOOR FRAMING STRUCTURE T.O. ROOF B.O. FLOOR FRAMING STRUCTURE . F . I . V " 6 - 3 1 ± ' . F . I . V " 4 / 3 5 - 9 1 ± ' . F . I . V " 4 / 3 5 - 9 1 ± ' D E V O M E B O T E S U O H F O S T M L I I D E V O M E R E B O T I K C R B E G A V L A S I D N A S G N T O O F H C R O P E N O T S N O T A D N U O F I I N O T A D N U O F F O S T M L I I D E V O M E B O T E S U O H F O S T M L I I I N O T A D N U O F F O S T M L I I D E V O M E R E B O T I K C R B E G A V L A S I D N A S G N T O O F H C R O P E N O T S N O T A D N U O F I D E V O M E B O T E S U O H F O S T M L I I EXIST. MASONRY CHIMNEY EXIST. MTL. ROOF EXIST. MASONRY STRUCTURE REMOVE WINDOW AC UNIT EXIST. WINDOWS AND DOORS TO REMAIN IN PLACE DURING MOVE, TYP. EXIST. MASONRY CHIMNEY EXIST. MTL. ROOF EXIST. MASONRY STRUCTURE EXIST. WINDOWS AND DOORS TO REMAIN IN PLACE DURING MOVE, TYP. Trask House-Out Building East Elevation Scale: 1/4" = 1'-0" 8 Trask House-Out Building North Elevation Scale: 1/4" = 1'-0" 7 Trask House-Out Building West Elevation Scale: 1/4" = 1'-0" 6 Trask House-Out Building South Elevation Scale: 1/4" = 1'-0" 5 EXIST. MASONRY CHIMNEY, TYP. EXIST. MASONRY CHIMNEY LIMITS OF PORCH TO BE DETACHED AND MOVED LIMITS OF HOUSE TO BE MOVED EXIST. MTL. ROOF PORCH TO BE MOVED WITH HOUSE INTACT EXIST. MASONRY STRUCTURE EXIST. WINDOWS AND DOORS TO REMAIN IN PLACE DURING MOVE, TYP. TEMPORARILY SECURE DOWNSPOUTS FOR MOVE, TYP. REMOVE HANDRAILS REMOVE STEPS SALVAGE BRICK PORCH FOOTINGS, TYP. EXIST. MASONRY CHIMNEY, TYP. EXIST. MTL. ROOF PORCH TO BE MOVED WITH HOUSE INTACT EXIST. MASONRY STRUCTURE EXIST. WINDOWS AND DOORS TO REMAIN IN PLACE DURING MOVE, TYP. REMOVE HANDRAILS REMOVE STEPS SALVAGE BRICK PORCH FOOTINGS, TYP. EXIST. WINDOWS AND DOORS TO REMAIN IN PLACE DURING MOVE, TYP. Trask House South Elevation Scale: 1/4" = 1'-0" 3 PORCH TO BE DETACHED AND MOVED REMOVE HANDRAILS REMOVE SALVAGE BRICK PORCH FOOTINGS, TYP. Trask House West Elevation Scale: 1/4" = 1'-0" 1 REMOVE EXIST. CONC. STEPS, RAMP, SIDEWALLS, RETAINING WALLS, & GUARDRAILS Trask House East Elevation Scale: 1/4" = 1'-0" 4 EXIST. MASONRY CHIMNEY LIMITS OF HOUSE TO BE MOVED LIMITS OF PORCH TO BE DETACHED AND MOVED I N O T A D N U O F F O S T M L I I D E V O M E R E B O T I K C R B E G A V L A S I D N A S G N T O O F H C R O P E N O T S N O T A D N U O F I EXIST. WINDOWS AND DOORS TO REMAIN IN PLACE DURING MOVE, TYP. Trask House North Elevation Scale: 1/4" = 1'-0" 2 1 2 3 4 5 6 7 8 9 10 Page Southerland Page, Inc. 200 West 6th Street, Floor 18 Austin, TX 78701 pagethink.com A TEL FAX ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Albany / Albuquerque / Atlanta / Austin / Boston / Charleston / Dallas / Denver / Dubai / Houston / Los Angeles / Mexico City / Orlando / Phoenix / Raleigh / Richmond / San Antonio / San Francisco / Tampa / Washington DC CONSULTANT TEAM PRESERVATION ARCHITECT ARCHITEXAS 1023 Springdale Rd Bldg. 11, Suite E Austin, TX 78721 512-444-4220 B C D E F G REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE INTERIM REVIEW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW ONLY IT IS NOT TO BE USED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. CLIENT CITY OF AUSTIN PROJECT H CHILLER PLANT (ACCX) 500E 3RD STREET AUSTIN, TEXAS 78701 LMN PROJECT NUMBER 23043-02 PAGE PROJECT NUMBER 31CI23015.02 DRAWN BY CHECKED BY ORIGINAL ISSUE HLC REVIEW JUNE 6, 2025 SHEET NAME J TRASK HOUSE - ELEVATIONS SHEET NUMBER DCP-HS-310 1 2 3 4 5 6 7 8 9 10 10 Out Building - East Elevation N.T.S. 9 Out Building - North Elevation N.T.S. 8 Out Building - West Elevation N.T.S. 7 Out Building - South Elevation N.T.S. 6 East Elevation N.T.S. 5 East Elevation N.T.S. 4 South Elevation N.T.S. 3 North Elevation N.T.S. 2 North Elevation N.T.S. 1 West Elevation N.T.S. 1 2 3 4 5 6 7 8 9 10 A B C D E F G H J : E M A N R E S U : H T A P E L F I : P M A T S E T A D Page Southerland Page, Inc. 200 West 6th Street, Floor 18 Austin, TX 78701 pagethink.com A TEL FAX ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Albany / Albuquerque / Atlanta / Austin / Boston / Charleston / Dallas / Denver / Dubai / Houston / Los Angeles / Mexico City / Orlando / Phoenix / Raleigh / Richmond / San Antonio / San Francisco / Tampa / Washington DC CONSULTANT TEAM PRESERVATION ARCHITECT ARCHITEXAS 1023 Springdale Rd Bldg. 11, Suite E Austin, TX 78721 512-444-4220 B C D E F G REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE INTERIM REVIEW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW ONLY IT IS NOT TO BE USED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. CLIENT CITY OF AUSTIN PROJECT H CHILLER PLANT (ACCX) 500E 3RD STREET AUSTIN, TEXAS 78701 LMN PROJECT NUMBER 23043-02 PAGE PROJECT NUMBER 31CI23015.02 DRAWN BY CHECKED BY ORIGINAL ISSUE HLC REVIEW JUNE 6, 2025 SHEET NAME J TRASK HOUSE - PHOTOS SHEET NUMBER DCP-HS-311