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HLC A RCHI TE CTU RAL RE VIE W COMMI T T E E MEXIC-ARTE MUSEUM 4 1 9 C O N G R E S S A V E N U E March 13, 2024 1 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumCONGRESS AVENUE HISTORIC DISTRICT K i l l : I lo ZOO S T R E E T | M i| 1J—J _ 1 (a) n IJ CJ . :^ ^ — ^ — ^ — _ J l ! (?) i « . m HI;i li IV C O L O R A DO S T R E ET KEY C O N T R I B U T I NG C O M P A T I B LE I N T R U S I ON D I S T R I C T B O U N D A RY I l > < k i li i k i l i i r i it I g e d l i is m 2 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumDisplay Ad 212 -- No Title The Austin American (1914-1973); Jul 19, 1936; ProQuest Historical Newspapers: The Austin American Statesman pg. I3 Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. 3 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte Museum Mexic-Arte Museum • Founded in 1984 by Austin artists Sylvia Orozco, Sam Coronado, and Pio Pulido, the museum is dedicated to the presentation and promotion of Mexican, Latino, and Latin American art and culture. • Designated by the 78th legislature as the Official Mex- ican and Mexican American Fine Art Museum of Texas, Mexic-Arte began its exhibition schedule with the Day of the Dead Festival in 1984. • The museum moved to its current location on Congress Avenue in 1988. Since then, it has built upon a diverse se- ries of programs and presentations to introduce the best of the emerging artists of the U.S., Mexico, and Latin America to the art scene in Austin. • The museum maintains a permanent collection and archive of collected works for use in changing exhibits. Over 75,000 visitors come to the museum each year. Educational pro- gramming for school children is provided at the site. • Mission Statement The Mexic-Arte Museum is dedicated to enriching the community through education programs, exhibitions, and the collection, preservation, and interpretation of Mexican, Latino, and Latin American art and culture for visitors of all ages. 4 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte Museum City of Austin • 1993 - The upper levels of the museum were closed to public access, related to existing conditions of egress and structural load capacity for assembly use. • 2001 - General Fund expenditure for purchase of the 419 Congress building as a permanent home for the Mexic-Arte Museum. • 2010 - Voter approved bond funds from the 2006 bond authorized for rehabilitation of the facility. • 2018 - Additional voter approved bond funds from the 2018 bond allocated for rehabilitation of the facility. • 2020 - City Council authorized use of Construction Manager-at -Risk alternate delivery project method. • 2021 - Architect selected for the project. • 2022 - Construction Manager-at-Risk selected for the project. • COA Economic Development Department and Capital Delivery Services serve as project managers. • Construction budget of $12,000,000 established. 5 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumScope Summary • Rehabilitation of the Mexic-Arte Museum • Fully functional multi-story facility Permanent and temporary exhibit spaces, first level museum store, event prepara- tion space, load in/out area, ADA/TAS accessibility, storage, offices, a library, wood shop, circulation space, reception area, accessible roof top area usable for events, collection storage, outdoor public art component in collaboration with AIPP, expanded sidewalks, fire detection and suppression micro-climate controls for varied spaces, public meeting rooms, exhibit appropriate lighting and ability for full assembly occupancy during events. • Building must meet standards and comply with guidelines of American Alliance of Museums • Building must help achieve the characteristic of excellence for US Museums from the AAM • The main facade of the building must be preserved/restored 6 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte Museum7 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumD C B A T.O. EXIST PARAPET 45' - 6" EXIST ROOF LEVEL 41' - 1" EXIST. LEVEL 3 30' - 1" EXIST. LEVEL 2 16' - 8" EXIST. LEVEL 1.1 MEZZANINE 7' - 11" LEVEL 1 0' - 0" T.O. EXIST PARAPET 45' - 6" EXIST ROOF LEVEL 41' - 1" EXIST. LEVEL 3 30' - 1" EXIST. LEVEL 2 16' - 8" EXIST. LEVEL 1.1 MEZZANINE 7' - 11" LEVEL 1 0' - 0" C1 Existing North Elevation 5th St. 1/8" = 1'-0" A1 Existing West Elevation Congress Ave. 1/8" = 1'-0" 1 2 3 4 5 T C E T I H C R A E T A I C O S S A D R O C E R F O T C E T H C R A I / I T C E T H C R A N G S E D I I S N O S V E R I E T A D o. N L A E S S T C E T H C R A I A R C H I T M E S T A E C T SI G E R E T R DE R OI N E O UG F E T O N I N O T C U R T S N O C O F 3 2 91 7 S T A T E S A X E T N W O H S N W O H S E L A C S : R O H : R E V 2 2 0 2 / 3 0 / 6 0 E T A D er n sig e D or uth A er k c e h C er v pro p A Y B N G I S E D Y B N W A R D . . Y B D K H C Y B D P P A M U E S U M E T R A - C XI E M E M A N T C E J O R P X T , N I T S U A . E V A S S E R G N O C 9 1 4 1 0 7 8 7 F O T N E M U R T S N I N A D N A D E T H G R Y P O C I T C E J O R P E H T O T T C E P S E R N I I E C V R E S I S H T . D E R A P E R P S A W T I I H C H W R O F D R A H N I R E H T E H W , S T N E M U C O D E H T E R A , I T A M R O F C N O R T C E L E R O Y P O C R O D E D N E T N I T O N S I T N E M U C O D Y T R A P Y N A Y B E S U E R R O F D E Z R O H T U A I R O T C E J O R P H C U S F O S N O S N E T X E N O I , E S U E R Y N A . T C E J O R P R E H T O Y N A I I / G N Y F D O M R O D N A G N Y P O C G N D U L C N I I I N E T T I R W T U O H T I W , T N E M U C O D E H T E R U T C E T I H C R A O G I X E M O R F N O I S S I M R E P S I D E D N E T N I E S O P R U P C I F I C E P S E H T R O F R O / D N A L I V I C N I T L U S E R Y A M L A I R E T A M T H G I R Y P O C L A R E D E F F O N O I T A L O I V A E H T F O E S U D E Z I R O H T U A N U . W A L . S E I T L A N E P L A N I M I R C N G I S E D C I T A M E H C S M U E S U M E T R A C X E M D N A - I I N T S U A F O Y T C I E C N A U S S I I G N W A R D R E N W O 8 SHEET TITLE EXISTING EXTERIOR ELEVATIONS SHEET AE200 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumREMOVED FROM SCOPE OF WORK FUTURE STAIR, N.I.C " 0 - ' 0 6 " 6 - ' 5 4 " 0 - ' 0 1 9 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumROOF STRUCTURES REMOVED FROM SCOPE OF WORK 10 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumROOF STRUCTURES REMOVED FROM SCOPE OF WORK 11 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumROOF STRUCTURE REMOVED FROM SCOPE OF WORK 12 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumROOF STRUCTURE REMOVED FROM SCOPE OF WORK 13 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumD C B A 10' - 0" ENTRY E V O B A Y P O N A C D E S O P O R P F O E N I L PROPOSED PLANTER/ BOLLARD LOCATION PROPOSED PLANTER/ BOLLARD LOCATION PROPOSED PLANTER/ BOLLARD LOCATION E U N E V A S S E R G N O C PN A1 Site Plan 1/8" = 1'-0" EXISTING TRAFFIC LIGHT PROPOSED CONCRETE SIDEWALK PROPOSED PLANTER/ BOLLARD LOCATION NEW TREES E. 5TH STREET PROPOSED PAVERS " 0 - ' 5 LINE OF PROPOSED CANOPY ABOVE PROPOSED PAVERS LOADING/ UNLOADING ZONE EXISTING LIGHT POLE EXISTING FACADE TO BE REHABILITATED NEW CONSTRUCTION: 25,696 GSF Y E L L A FROST TOWER NOT IN SCOPE OF WORK SITE PLAN GENERAL NOTES: 1. 2. 3. 4. 5. 6. SITE PLAN FOR REFERENCE ONLY. REFER TO ELECTRICAL FOR SERVICE LOCATION AND ELECTRICAL COMPONENTS. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR SERVICE LOCATION AND COMPONENTS. REFER TO CIVIL DRAWINGS FOR STORMWATER PIPE CONNECTION & INLETS. REFER TO LANDSCAPE DRAWINGS FOR PLANTING, BOLLARD, BENCH LOCATION, AND SCHEDULES. PROPOSED CANOPIES ARE TO BE REMOVABLE. I T C E T H C R A E T A C O S S A I D R O C E R F O T C E T H C R A I / I T C E T H C R A N G S E D I I S N O S V E R I E T A D o. N L A E S S T C E T H C R A I R C H I T M E S T A E C T SI G E R E T R DE R OI N E O UG F E T O N I N O A T C U R T S N 3 O C O F 7 2 91 S T A T E S A X E T N W O H S N W O H S E L A C S : R O H R: E V 2 2 0 2 / 3 0 / 6 0 E T A D er n sig e D or uth A er k c e h C er v pro p A Y B N G SI E D Y B N W A R D Y B D. K H C Y B D. P P A M U E S U M E T R A - C XI E M E M A N T C E J O R P X T , I N T S U A . E V A S S E R G N O C 9 1 4 1 0 7 8 7 F O T N E M U R T S N I N A D N A D E T H G R Y P O C I T C E J O R P E H T O T T C E P S E R N I I E C V R E S I S H T . D E R A P E R P S A W T I I H C H W R O F D R A H N I R E H T E H W , S T N E M U C O D E H T E R A , I T A M R O F C N O R T C E L E R O Y P O C R O D E D N E T N I T O N S I T N E M U C O D Y T R A P Y N A Y B E S U E R R O F D E Z R O H T U A I R O T C E J O R P H C U S F O S N O S N E T X E N O I , E S U E R Y N A . T C E J O R P R E H T O Y N A I / I G N Y F D O M R O D N A G N Y P O C G N D U L C N I I I I N E T T R W T U O H T W I , T N E M U C O D E H T I I E R U T C E T H C R A O G X E M O R F N O S S M R E P I I S I D E D N E T N I I I E S O P R U P C F C E P S E H T R O F / R O D N A L I V C N I I T L U S E R Y A M L A R E T A M I I T H G R Y P O C L A R E D E F F O N O T A L O V A I I E H T F O E S U D E Z R O H T U A N U I . W A L . I S E T L A N E P L A N M R C I I I I N G S E D C T A M E H C S M U E S U M E T R A C X E M D N A - I I N T S U A F O Y T C I E C N A U S S I I G N W A R D R E N W O SHEET TITLE SITE PLAN SHEET A100 1 2 3 4 5 14 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumDEMOLITION GENERAL NOTES PROVIDE INFORMATION CONCERNING DEMOLITION WORK ON THE ENTIRE PROJECT, AND ARE NOT LIMITED TO ANY INDIVUDIUAL DRAWING SHEET. 1. 2. 3. 4. 5. 6. 7. ALL DEMOLITION WORK SHALL BE PERFORMED, COORDINATED AND SCHEDULED WITH THE PROPERTY OWNER, AND PROJECT MANAGER TO PREVENT DANGEROUS SITUATIONS AND ANY INCOVENIENCE TO THE PUBLIC AND OCCUPANTS. FIELD VERIFY ALL CONDITIONS AS NECESSARY TO ASCERTAIN ANY PROTECTIVE MEASURES REQUIRED BEFORE PROCEEDING WITH ALL DEMOLITION AND REMOVAL OF ITEMS IDENTIFIED TO BE REMOVED. COORDINATE ALL UTILITY SERVICES BEFORE ANY DEMOLITION IS STARTED. COORDINATE ALL WORK WITH RESPECTIVE UTILITY OWNERS, PROPERTY OWNERS. IF ANY DISCREPANCIES ARE FOUND, CONTACT PROJECT MANAGER. ALL REMOVED MATERIALS SCHEDULED TO BE DISPOSED OF, SHALL BE TAKEN OFF OF THE PROPERTY AND DISPOSED OF PROPERLY AND LEGALLY BY THE SUBCONTRACTOR, UNLESS OTHERWISE NOTED. PROVIDE TEMPORARY LIGHTING, BARRICADES, WARNING SIGNS AND ANY REQUIRED ITEMS FOR PROPER PROTECTION OF THE WORKMEN, OCCUPANTS, AND PUBLIC. PROVIDE FIRE PROTECTIVE MEASURES IN ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT AND LOCAL AUTHORITIES. PROVIDE PROTECTION TO ALL PORTIONS OF ADJACENT SPACES THAT ARE NOT IDENTIFIED FOR DEMOLITION AND REPAIR ANY DAMAGE CAUSED BY DEMOLITION. PATCH AND REPAIR ANY SURFACE NOT INCLUDED IN DEMOLITION SCOPE DAMAGED AS A RESULT OF DEMOLITION. 8. 9. 10. 11. 12. 13. 14. 15. 16. REFER TO CIVIL PLANS AND TOPOGRAPHIC SURVEY DRAWINGS FOR ADDITIONAL INFORMATION. SUBCONTRACTORS/ GENERAL CONTRACTOR SHALL FIELD VERIFY EXTENTS OF DEMOLITION. SUBCONTRACTOR SHALL COMPLY WITH ALL CODES ORDINANCES AND REGULATIONS APPLICABLE AT PROJECT LOCATION. SUBCONTRACTOR SHALL FILE AND SECURE ALL NECESSARY PERMITS, APPROVALS, ETC. FOR ALL TRADES. THE SUBCONTRACTOR WILL BE RESPONSIBLE FOR CLEANING AND WILL ENSURE THAT THE PREMISES ARE RUBBISH FREE DURING DEMOLITION WORK. FINAL CLEANUP IS THE RESPONSIBILITY OF THE SUBCONTRACTOR. CONTRACTOR TO COORDINATE THE EXTENT OF THE WORK WITH CIVIL AND STRUCTURAL DRAWINGS. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS TO BE REMOVED AND EXTENT OF ALL NEW WORK. ANY DISCREPANCIES FOUND SHALL BE DIRECTED IN WRITING TO THE ATTENTION OF THE ARCHITECT/ OWNER FOR CONSIDERATION. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND ANY OTHER REGULATION, FOR FILLING AND SECURING ALL NECESSARY PERMITS, APPROVALS, ETC. CONTRACTOR IS TO OVERSEE AND MAINTAIN THAT SITE IS CLEAN AND IN WORKING CONDITIONS. 17. REMOVE IN ITS ENTIRETY ALL ITEMS WITHIN THE PROPERTY LINE: FOUNDATION, SLAB, BRICK WALLS, ETC., AND ITEMS SO AS TO HAVE A CLEAR SITE AND BE PREPARED TO CONSTRUCT NEW BUILDING WITHOUT ANY OBSTRUCTION, UNLESS OTHERWISE NOTED. EXISTING TRAFFIC LIGHT TO REMAIN EXISTING MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO REMAIN E. 5TH STREET SIGNAGE TO BE REMOVED EXISTING ASPHALT PAVING TO BE DEMOLISHED PARKING METER TO BE RELOCATED SIGNAGE TO BE REMOVED EXISTING CONCRETE CURB TO BE DEMOLISHED SIGNAGE TO BE REMOVED EXISTING LIGHT POLE TO REMAIN EXISTING PAVERS TO BE REMOVED S73°30'34" E 160'-0" EXISTING CONCRETE SIDE WALK TO BE DEMOLISHED EXISTING CONCRETE SIDEWALK TO BE DEMOLISHED D C B A EXISTING CONCRETE SIDEWALK TO BE DEMOLISHED EXISTING PLANTER TO BE REMOVED EXISTING CONCRETE SIDEWALK TO BE DEMOLISHED EXISTING MANHOLE TO REMAIN EXISTING LIGHT POLE TO BE REMOVED GARBAGE RECEPTACLE TO BE REMOVED BENCH TO BE REMOVED EXISTING TREE TO REMAIN SIGNAGE TO BE REMOVED EXISTING CONCRETE RAMP TO BE DEMOLISHED EXISTING CONCRETE PAVING AND CURB TO BE TO BE DEMOLISHED SIGNAGE TO REMOVED E U N E V A S S E R G N O C EXISTING PAVERS TO BE REMOVED " 0 - ' 6 4 E " 6 2 3 3 ° 6 1 N ' BENCH TO REMAIN EXISTING PAVERS TO REMAIN PN A1 DEMOLITION SITE PLAN 1/8" = 1'-0" N73°30'34" W 160'-0" NOT IN SCOPE OF WORK 1 2 3 4 15 D R O C E R F O T C E T H C R A I / I T C E T H C R A N G S E D I I S N O S V E R I E T A D o. N L A E S S T C E T H C R A I I T C E T H C R A E T A C O S S A I R O F T O N I N O T C U R T S N O C N W O H S N W O H S E L A C S : R O H : R E V 2 2 0 2 / 3 0 / 6 0 E T A D er n sig e D or uth A er k c e h C er v pro p A Y B N G I S E D Y B N W A R D Y B . D K H C Y B . D P P A M U E S U M E T R A - C XI E M E M A N T C E J O R P X T , I N T S U A . E V A S S E R G N O C 9 1 4 1 0 7 8 7 F O T N E M U R T S N I N A D N A D E T H G R Y P O C I T C E J O R P E H T O T T C E P S E R N I I E C V R E S I S H T . D E R A P E R P S A W T I I H C H W R O F D R A H N I R E H T E H W , S T N E M U C O D E H T E R A , I T A M R O F C N O R T C E L E R O Y P O C R O D E D N E T N I T O N S I T N E M U C O D Y T R A P Y N A Y B E S U E R R O F D E Z R O H T U A I R O T C E J O R P H C U S F O S N O S N E T X E N O I , E S U E R Y N A . T C E J O R P R E H T O Y N A I / I G N Y F D O M R O D N A G N Y P O C G N D U L C N I I I I N E T T R W T U O H T W I , T N E M U C O D E H T I I E R U T C E T H C R A O G X E M O R F N O S S M R E P I I S I D E D N E T N I I I E S O P R U P C F C E P S E H T R O F / R O D N A L I V C N I I T L U S E R Y A M L A R E T A M I I T H G R Y P O C L A R E D E F F O N O T A L O V A I I E H T F O E S U D E Z R O H T U A N U I . W A L . I S E T L A N E P L A N M R C I I I I N G S E D C T A M E H C S M U E S U M E T R A C X E M D N A - I I N T S U A F O Y T C I E C N A U S S I I G N W A R D R E N W O SHEET TITLE DEMOLITION SITE PLAN SHEET AD000 " 0 - ' 6 4 W " 6 2 3 3 ° 6 1 S ' 5 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumD C B A " 0 1 - ' 6 7 Level 3 37' - 0" " 4 - ' 1 2 " 6 - ' 8 1 " 6 - ' 8 1 " 6 - ' 8 1 PARAPET 76' - 10" LEVEL 4 ROOF- C 55' - 6" 55' - 6" HATCHED AREA ADD ALTERNATE 2 LEVEL 2 18' - 6" 16' - 6" ADD ALTERNATE 1 LEVEL 1 0' - 0" HATCHED AREA ADD ALTERNATE 3 R E W O T T S O R F K R O W F O E P O C S N I T O N PARAPET 76' - 10" " 4 - ' 1 2 ROOF 66' - 6" LEVEL 4 ROOF- C 55' - 6" 55' - 6" " 0 1 - ' 6 7 Level 3 37' - 0" LEVEL 2 18' - 6" " 6 - ' 8 1 " 6 - ' 8 1 " 6 - ' 8 1 R E W O T T S O R F K R O W F O E P O C S N I T O N C1 West Elevation Congress Ave.- Option A 1/8" = 1'-0" LEVEL 1 0' - 0" C3 East Elevation Alley- Option A 1/8" = 1'-0" HATCHED AREA ADD ALTERNATE 3 EXTERIOR ELEVATIONS GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. EXISTING WEST ELEVATION BRICK WALL TO REMAIN. REMOVE EXISTING BRICK VENEER BASE AND TOP PLASTER FINISH IN PREPARATION FOR NEW MOISTURE/VAPOR BARRIER MEMBRANE AND 1" 3-COAT STUCCO FINISH. REPAIR AND REHABILITATE EXISTING WOOD WINDOWS ON THE WEST FACADE AS NEEDED TO MAINTAIN ORIGINAL BUILDING CHARACTER. RESTORE TRANSOM WINDOWS ON THE WEST FACADE TO MATCH ORIGINAL BUILDING FACADE. RESTORE CANOPY AND HANGERS ON THE WEST FACADE TO MATCH ORIGINAL BUILDING. CONTRACTOR SHALL ASSUME NEW METAL CANOPIES ARE TO BE REMOVABLE. CONTRACTOR SHALL ASSUME ALL NEW STOREFRONTS ARE TO BE ALUMINUM WITH TEMPERED GLASS. CONTRACTOR SHALL ASSUME EXTERIOR WALLS ARE 6" MTL. STUD AT 16" O.C. WITH 5/8" G.W.B. ON THE INTERIOR SIDE, R-19 BATT. INSULATION IN CAVITY, 1/2" EXTERIOR F.R. GRADE SHEATHING, 1-1/2" RIGID INSULATION AND 1" 3-COAT STUCCO FINISH. CONTRACTOR SHALL ASUME ALL SERVICE AND EGRESS DOORS ARE TO BE STEEL AND FIRE RATED. CONTRACTOR SHALL ASSUME ALL MISCELLANEOUS METAL, INCLUDING; COPING, REVEALS, FLASHING, ETC., TO BE PAINTED THE ADD ALTERNATE INCLUDES THE METAL TRELLIS AT THE LEVEL 4- ROOFTOP AND THE METAL CANOPY ON 5TH STREET. I T C E T H C R A E T A C O S S A I D R O C E R F O T C E T H C R A I / I T C E T H C R A N G S E D I I S N O S V E R I E T A D o. N L A E S S T C E T H C R A I E T R DE R OI N E O UG F E T O N I N O A T C U R T S N 3 O C O F 7 2 91 T E SI G E R S T A R C H I T M E S T A E C T S A X E T N W O H S N W O H S E L A C S R: O H R: E V 2 2 0 2 / 3 0 / 6 0 E T A D er n sig e D or uth A er k c e h C er v pro p A Y B N G SI E D Y B N W A R D Y B D. K H C Y B D. P P A M U E S U M E T R A - C XI E M E M A N T C E J O R P X T , I N T S U A . E V A S S E R G N O C 9 1 4 1 0 7 8 7 F O T N E M U R T S N I N A D N A D E T H G R Y P O C I T C E J O R P E H T O T T C E P S E R N I I E C V R E S I S H T . D E R A P E R P S A W T I I H C H W R O F D R A H N I R E H T E H W , S T N E M U C O D E H T E R A , I T A M R O F C N O R T C E L E R O Y P O C R O D E D N E T N I T O N S I T N E M U C O D Y T R A P Y N A Y B E S U E R R O F D E Z R O H T U A I R O T C E J O R P H C U S F O S N O S N E T X E N O I , E S U E R Y N A . T C E J O R P R E H T O Y N A I I / G N Y F D O M R O D N A G N Y P O C G N D U L C N I I I I N E T T R W T U O H T W I , T N E M U C O D E H T I I E R U T C E T H C R A O G X E M O R F N O S S M R E P I I S I D E D N E T N I I I E S O P R U P C F C E P S E H T R O F / R O D N A L I V C N I I T L U S E R Y A M L A R E T A M I I T H G R Y P O C L A R E D E F F O N O T A L O V A I I E H T F O E S U D E Z R O H T U A N U I . W A L . I S E T L A N E P L A N M R C I I I I N G S E D C T A M E H C S M U E S U M E T R A C X E M D N A - I I N T S U A F O Y T C I R E N W O SHEET TITLE OPTION A- EXTERIOR ELEVATIONS E C N A U S S I I G N W A R D SHEET A200 HATCHED AREA ADD ALTERNATE 2 ALTERNATE 1 A1 North Elevation 5th St.- Option A 1/8" = 1'-0" 1 2 3 4 5 16 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumD C B A LEVEL 3 37'-0" LEVEL 2 18'-6" LEVEL 1 0'-0" REMOVE EXISTING SIGN GENERAL NOTES 1. Field verify all dimensions. Field verify existing conditions. Notify Architect of any discrepancies between field conditions and the restoration or design intent. 2. Protect all historic and existing areas, including exteropr wall and PARAPET 74'-6" window finishes. Protect all existing finishes shown to remain during the Work to prevent damage. Any damage sustained during the Work shall be repaired or replaced by Contractor to match existing conditions. 3. Protect all elements, finishes or surfaces uncovered beneath removed wall coverings, floor elements or other items to be removed or disturbed. Do not demolish or damage any elements or finishes exposed in the course of the work. Contractor shall notify Architect before removal of any material that may be historic. 4. Depictions of existing construction elements are taken from reference or record drawing information provided by others, and are used for background and reference purposes. 5. Actual field conditions might vary. Prior to start of Work, the Contractor shall visit the site and perform an inspection to become familiar with existing facilities and areas and determine the condition of existing elements to be affected and/or to remain. Other field investigations and/or minor adjustments may be required to complete the Work. 6. Should the Contractor encounter any questions or conflicts between drawing depictions, existing elements to remain, new restoration, the plans and/or specifications, the Contractor shall bring these conflicts to the attention of the Architect. Contractor shall seek clarification in writing prior to start of Work. LEVEL 4 55'-6" 7. The Contractor is required to take due precautionary measures to protect the utilities or structures at the site. Interruption of utility services is not permitted without full coordination with the Owner. 8. Building has lead-containing paints and coatings. Contractor to refer to included lead-containing materials report prior to conducting any work. Coordinate all demolition with report. Follow all local, state and federal regulations when removing any lead-containing materials. 9. Known areas of asbestos or other hazardous materials on jobsite have been abated in a previous project. Contractor shall immediately isolate the affected area if asbestos or other hazardous materials are discovered during construction. Notify Owner and Architect for further instruction before proceeding with other work. 10. All service locations to be confirmed prior to the commencement of work. Maintain existing utilities to remain in service and protect against damage during demolition operations. 11. Refer to Structural, Mechanical and Electrical drawings for specific construction notes regarding those disciplines. D C B A 4 LEVEL 3 37'-0" LEVEL 2 18'-6" LEVEL 1 0'-0" CAREFULLY REMOVE "CONCRETE STONE" VENEER ENLARGE EXISTING OPENINGS TO HISTORIC TRANSOM HEIGHT. REMOVE EXISTING DOORS AND STOREFRONT D R O C E R F O T C E T H C R A I / I T C E T H C R A N G S E D I I T C E T H C R A E T A C O S S A I PRELIMINARY Not for regulatory approval, permitting or construction LAURIE LIMBACHER, ARCHITECT November 20, 2023 N W O H S N W O H S E L A C S : R O H : R E V 3 2 0 2 / 1 3 / 0 1 E T A D Y B N G S E D I Y B N W A R D Y B . D K H C Y B . D P P A E M A N T C E J O R P M U E S U M E T R A C X E M - I E U N E V A S S E R G N O C 9 1 4 1 0 7 8 7 S A X E T , I N T S U A F O T N E M U R T S N I N A D N A D E T H G R Y P O C I T C E J O R P E H T O T T C E P S E R N I I E C V R E S D R A H N I R E H T E H W , S T N E M U C O D E H T E R A , I T A M R O F C N O R T C E L E R O Y P O C I S H T . D E R A P E R P S A W T I I H C H W R O F R O D E D N E T N I T O N S I T N E M U C O D Y T R A P Y N A Y B E S U E R R O F D E Z R O H T U A I R O T C E J O R P H C U S F O S N O S N E T X E N O I , E S U E R Y N A . T C E J O R P R E H T O Y N A I I / G N Y F D O M R O D N A G N Y P O C G N D U L C N I I I I I N E T T R W T U O H T W T N E M U C O D E H T , I I E R U T C E T H C R A O G X E M O R F N O S S M R E P I I S I D E D N E T N I I I E S O P R U P C F C E P S E H T R O F I T H G R Y P O C L A R E D E F F O N O T A L O V A I I E H T F O E S U D E Z R O H T U A N U I . W A L / R O D N A L I V C N I I T L U S E R Y A M L A R E T A M I . I S E T L A N E P L A N M R C I I I I N G S E D C T A M E H C S % 0 3 M U E S U M E T R A C X E M D N A - I I N T S U A F O Y T C I E C N A U S S I I G N W A R D SHEET 1 R E N W O 2 D R O C E R F O T C E T I H C R A / T C E T I H C R A N G I S E D T C E T I H C R A E T A I C O S S A PRELIMINARY Not for regulatory approval, permitting or construction LAURIE LIMBACHER, ARCHITECT November 20, 2023 N W O H S N W O H S E L A C S : R O H : R E V 3 2 0 2 / 1 3 / 0 1 E T A D Y B N G I S E D Y B N W A R D Y B . D K H C Y B . D P P A E M A N T C E J O R P M U E S U M E T R A - C I X E M E U N E V A S S E R G N O C 9 1 4 1 0 7 8 7 S A X E T , N I T S U A F O T N E M U R T S N I N A D N A D E T H G I R Y P O C T C E J O R P E H T O T T C E P S E R N I E C I V R E S D R A H N I R E H T E H W , S T N E M U C O D E H T E R A , T A M R O F C I N O R T C E L E R O Y P O C S I H T . D E R A P E R P S A W T I H C I H W R O F R O D E D N E T N I T O N S I T N E M U C O D Y T R A P Y N A Y B E S U E R R O F D E Z I R O H T U A R O T C E J O R P H C U S F O S N O I S N E T X E N O , E S U E R Y N A . T C E J O R P R E H T O Y N A G N I Y F I D O M R O / D N A G N I Y P O C G N I D U L C N I N E T T I R W T U O H T I W , T N E M U C O D E H T E R U T C E T I H C R A O G I X E M O R F N O I S S I M R E P S I D E D N E T N I E S O P R U P C I F I C E P S E H T R O F T H G I R Y P O C L A R E D E F F O N O I T A L O I V A E H T F O E S U D E Z I R O H T U A N U . W A L R O / D N A L I V I C N I T L U S E R Y A M L A I R E T A M . S E I T L A N E P L A N I M I R C N G I S E D C I T A M E H C S % 0 3 M U E S U M E T R A - C I X E M D N A N I T S U A F O Y T I C R E N W O SHEET TITLE Historic Facade Restoration E C N A U S S I G N I W A R D SHEET 2 GENERAL NOTES 1. Field verify all dimensions. Field verify existing conditions. Notify Architect of any discrepancies between field conditions and the restoration or design intent. 2. Protect all historic and existing areas, including exteropr wall and window finishes. Protect all existing finishes shown to remain during the Work to prevent damage. Any damage sustained during the Work shall be repaired or replaced by Contractor to match existing conditions. 3. Protect all elements, finishes or surfaces uncovered beneath removed wall coverings, floor elements or other items to be removed or disturbed. Do not demolish or damage any elements or finishes exposed in the course of the work. Contractor shall notify Architect before removal of any material that may be historic. 4. Depictions of existing construction elements are taken from reference or record drawing information provided by others, and are used for background and reference purposes. 5. Actual field conditions might vary. Prior to start of Work, the Contractor shall visit the site and perform an inspection to become familiar with existing facilities and areas and determine the condition of existing elements to be affected and/or to remain. Other field investigations and/or minor adjustments may be required to complete the Work. 6. Should the Contractor encounter any questions or conflicts between drawing depictions, existing elements to remain, new restoration, the plans and/or specifications, the Contractor shall bring these conflicts to the attention of the Architect. Contractor shall seek clarification in writing prior to start of Work. 7. The Contractor is required to take due precautionary measures to protect the utilities or structures at the site. Interruption of utility services is not permitted without full coordination with the Owner. 8. Building has lead-containing paints and coatings. Contractor to refer to included lead-containing materials report prior to conducting any work. Coordinate all demolition with report. Follow all local, state and federal regulations when removing any lead-containing materials. 9. Known areas of asbestos or other hazardous materials on jobsite have been abated in a previous project. Contractor shall immediately isolate the affected area if asbestos or other hazardous materials are discovered during construction. Notify Owner and Architect for further instruction before proceeding with other work. 10. All service locations to be confirmed prior to the commencement of work. Maintain existing utilities to remain in service and protect against damage during demolition operations. 11. Refer to Structural, Mechanical and Electrical drawings for specific construction notes regarding those disciplines. LIMBACHER & GODFREY A R C H I T E C T S 2124 East 6th Street, #102 Austin, Texas 78702 512.450.1518 5 17 EXISTING BRICK CORBEL DETAILING TO REMAIN, TYP. REPAIR DAMAGED STUCCO THROUGHOUT INSTALL NEW TRANSOM WINDOWS IN RESTORED HISTORIC MASONRY OPENINGS AWNING SUPPORT RODS INSTALL NEW METAL AWNING INSTALL NEW DOORS AND STOREFRONT IN RESTORED HISTORIC MASONRY OPENINGS REMOVE PLYWOOD FROM EXISTING WINDOW OPENINGS RESTORE ALL EXISTING WOOD WINDOWS, REPLICATE WINDOWS AS REQUIRED TO COMPLETE THE FACADE. DEMOLITION WEST ELEVATION Scale: 1/4" = 1'-0" 1 LIMBACHER & GODFREY A R C H I T E C T S 1 PROPOSED WEST ELEVATION Scale: 1/4" = 1'-0" SHEET TITLE Existing Historic Facade 2124 East 6th Street, #102 Austin, Texas 78702 512.450.1518 1 2 3 1 5 3 4 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumStair A 105 75 SF G XA " 4 / 1 1 1 - ' 1 C1 Level 1 Floor Plan 1/8" = 1'-0" 1 2' - 9" AA A A.5 B C D E F AA A A.5 B C D E F G XA D C B A 1 4' - 4 3/8" 2 3 4 5 5.5 6 7 7.2 7.6 8 9 160' - 0" 19' - 7" 17' - 5" 9' - 7" 19' - 3" 18' - 3" LOCATION (2) NAVARRO MURALS 32' - 1" 9' - 0" F4 6' - 6" F1 GIFTSHOP 101 320 SF VESTIBULE 100 82 SF F1 " 1 - ' 8 1 " 5 - ' 0 " 8 - ' 6 " 8 - ' 1 1 " 8 / 1 3 - ' 5 COAT CLOSET 105 53 SF I N O T P E C E R F1 LOBBY 102 856 SF GALLERY WALL SHOP STO. 104 116 SF GALLERY WALL 32' - 0" F2 " 6 - ' 2 3 CLO. 124 28 SF LOADING/RECEIVING 107 591 SF MECH 122 16' - 9" 90 SF ELEVATOR 106 213 SF GALLERY WALL F1 GALLERY WALL CORRIDOR 114 1008 SF GALLERY WALL SECURITY 116 90 SF TRASH 115 62 SF F4 SALLY PRT 117 96 SF F4 F4 10' - 8" FIRE PUMP 118 114 SF ELEC. RM 119 63 SF F4 ELEC. VAULT. 120 118 SF F4 " 1 - ' 5 4 GALLERY/MULTIPURPOSE RM 103 1255 SF GALLERY WALL 38 occ. Exhibit (30 NET) 229 occ. Standing Space (5 NET) 69 occ. Lecture Seating (ACTUAL) 80 occ. Tables & Chairs (ACTUAL) STORAGE 108 104 SF WARMING KITCHEN 109 140 SF F3 F3 WOMEN'S 113 155 SF MEN'S 112 153 SF STO. 121 40 SF F4 STAIR B 123 185 SF EXISTING FROST TOWER 2 3 6 7 7.2 7.6 8 9 41' - 5" 36' - 9" 21' - 7" 4 40' - 1" 5 160' - 0" FUTURE STAIR LOCATION FOR GALLERY CONVERSION 5.5 16' - 9" MECH 122 90 SF ELEVATOR 202 214 SF GALLERY WALL GALLERY WALL GALLERY WALL CLASSROOM 207 676 SF F2 34 occ Exhibit (20 NET) F1 VESTIBULE 201 503 SF GALLERY WALL F2 GALLERY 203 2999 SF 97 occ Exhibit (30 NET) GALLERY WALL F1 DARK RM. 209 71 SF CORRIDOR 126 525 SF ELEC. 213 63 SF STORAGE 129 118 SF " 2 / 1 0 - ' 5 4 SINGLE USER RR 130 146 SF INSTALLATION STORAGE 210 173 SF GALLERY WALL GALLERY WALL GALLERY WALL GALLERY WALL " 0 - ' 1 1 " 8 - ' 0 2 " 1 1 - ' 1 1 GALLERY WALL STAIR A 205 226 SF A/V 204 30 SF A1 Level 2 Floor Plan 1/8" = 1'-0" PN WASH OUT BOOTH 214 237 SF STAIR B 211 210 SF PN F4 FAMILY 110 62 SF JAN. CL. 111 53 SF " 1 - ' 0 2 " 0 - ' 7 " 6 - ' 6 1 INTERIOR PARTITION GENERAL NOTES: 1. 2. 3. 4. 5. CONTRACTOR SHALL ASSUME INTERIOR PARTITIONS ARE 6" MTL STUD AT 16" O.C. WITH 5/8" G.W.B. ON EACH SIDE. CONTRACTOR SHALL ASSUME INTERIOR PARTITIONS AT STAIRS, ELEVATOR SHAFT, MECHANICAL SHAFTS ARE 6" C-H STUDS AT 24" O.C., RATED 2 HRS UL-DESIGN 415, SYSTEM E AND B. CONTRACTOR SHALL ASSUME INTERIOR PARTITIONS AT ELECTRICAL ROOMS, AND MECHANICAL ROOMS ARE 6" MTL. STUD AT 16" O.C. WITH 5/8" TYPE X G.W.B. ON EACH SIDE. CONTRACTOR SHALL ASSUME INTERIOR PARTITIONS AT "GALLERY WALLS" AS NOTED ARE 6" MTL. STUDS AT 16" O.C. WITH 5/8" FIRE TREATED PLYWOOD AND 5/8" G.W.B. ON "GALLERY" SIDE. WALLS SHALL BE DESIGNED FOR 10 PSF LATERAL LOAD AND A DEFLECTION OF L/240. ALL INTERIOR PARTITIAN WALLS SHALL BE TO BOTTOM OF DECK. FINISH LEGEND F1 - POLISHED CONCRETE F2 - WOOD FLOOR (PLANKS SALVAGED FROM EXISTING BUILDING) F3 - CERAMIC TILE F4 - CARPET TILE F4 - SEALED CONCRETE MECH. MECH. I N O T P E C E R I N O T P E C E R GALLERY/MULTIPURPOSE RM 103 1255 SF B5 LEVEL 1 FLOOR PLAN - LECTURE SEATING 3/32" = 1'-0" GALLERY/MULTIPURPOSE RM 103 1255 SF A5 LEVEL 1 FLOOR PLAN - BANQUET LAYOUT 3/32" = 1'-0" I T C E T H C R A E T A C O S S A I D R O C E R F O T C E T H C R A I / I T C E T H C R A N G S E D I I S N O S V E R I E T A D o. N L A E S S T C E T H C R A I E T R DE R OI N E O UG F E T O N I N O A T C U R T S N 3 O C O F 7 2 91 T E SI G E R S T A R C H I T M E S T A E C T S A X E T N W O H S N W O H S E L A C S R: O H R: E V 2 2 0 2 / 3 0 / 6 0 E T A D er n sig e D or uth A er k c e h C er v pro p A Y B N G SI E D Y B N W A R D Y B D. K H C Y B D. P P A M U E S U M E T R A - C XI E M E M A N T C E J O R P X T , I N T S U A . E V A S S E R G N O C 9 1 4 1 0 7 8 7 F O T N E M U R T S N I N A D N A D E T H G R Y P O C I T C E J O R P E H T O T T C E P S E R N I I E C V R E S I S H T . D E R A P E R P S A W T I I H C H W R O F D R A H N I R E H T E H W , S T N E M U C O D E H T E R A , I T A M R O F C N O R T C E L E R O Y P O C R O D E D N E T N I T O N S I T N E M U C O D Y T R A P Y N A Y B E S U E R R O F D E Z R O H T U A I R O T C E J O R P H C U S F O S N O S N E T X E N O I , E S U E R Y N A . T C E J O R P R E H T O Y N A I I / G N Y F D O M R O D N A G N Y P O C G N D U L C N I I I I N E T T R W T U O H T W I , T N E M U C O D E H T I I E R U T C E T H C R A O G X E M O R F N O S S M R E P I I S I D E D N E T N I I I E S O P R U P C F C E P S E H T R O F / R O D N A L I V C N I I T L U S E R Y A M L A R E T A M I I T H G R Y P O C L A R E D E F F O N O T A L O V A I I E H T F O E S U D E Z R O H T U A N U I . W A L . I S E T L A N E P L A N M R C I I I I N G S E D C T A M E H C S M U E S U M E T R A C X E M D N A - I I N T S U A F O Y T C I R E N W O SHEET TITLE OPTION A- LEVEL 1 & 2 PLAN E C N A U S S I I G N W A R D SHEET A101 1 2 3 4 5 18 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte Museum1 2' - 6" 2 3 81' - 8" 5 157' - 6" 5.5 16' - 9" 4 6 7 7.2 7.6 8 9 8' - 0" 33' - 0" 17' - 3" DASHED LINE OF FUTURE STAIR AND VESTIBULE FOR GALLERY CONVERSION . . . . . . . . . . . . F4 " 1 1 - ' 1 3 OPEN OFFICE 302 1934 SF 18 occ Business (150 GROSS) . . . . . . . . . . MECH. ELEVATOR 301 214 SF FRAME SHOP 309 139 SF F1 CARPENTRY WORKSHOP 310 603 SF 12 occ Business ( 50 NET) BREAK RM. 315 185 SF VESTIBULE 300 180 SF F1 " 8 / 3 8 - ' 6 CORRIDOR 316 640 SF ELEC. 314 58 SF " 2 / 1 9 - ' 5 4 " 9 - ' 1 1 OFFICE 305 127 SF OFFICE 304 126 SF STAIR A 320 221 SF CONFERENCE/LIBRARY 303 515 SF COLLECTION STORAGE 307 448 SF F1 F3 WOMEN'S 312 156 SF MEN'S 311 152 SF WORKS ON PAPER STORAGE 308 148 SF F3 STO. 313 58 SF STAIR B 321 214 SF INTERIOR PARTITION GENERAL NOTES: 1. 2. 3. 4. 5. CONTRACTOR SHALL ASSUME INTERIOR PARTITIONS ARE 6" MTL STUD AT 16" O.C. WITH 5/8" G.W.B. ON EACH SIDE. CONTRACTOR SHALL ASSUME INTERIOR PARTITIONS AT STAIRS, ELEVATOR SHAFT, MECHANICAL SHAFTS ARE 6" C-H STUDS AT 24" O.C., RATED 2 HRS UL-DESIGN 415, SYSTEM E AND B. CONTRACTOR SHALL ASSUME INTERIOR PARTITIONS AT ELECTRICAL ROOMS, AND MECHANICAL ROOMS ARE 6" MTL. STUD AT 16" O.C. WITH 5/8" TYPE X G.W.B. ON EACH SIDE. CONTRACTOR SHALL ASSUME INTERIOR PARTITIONS AT "GALLERY WALLS" AS NOTED ARE 6" MTL. STUDS AT 16" O.C. WITH 5/8" FIRE TREATED PLYWOOD AND 5/8" G.W.B. ON "GALLERY" SIDE. WALLS SHALL BE DESIGNED FOR 10 PSF LATERAL LOAD AND A DEFLECTION OF L/240. ALL INTERIOR PARTITIAN WALLS SHALL BE TO BOTTOM OF DECK. FINISH LEGEND F1 - POLISHED CONCRETE F2 - WOOD FLOOR (PLANKS SALVAGED FROM EXISTING BUILDING) F3 - CERAMIC TILE F4 - CARPET TILE F4 - SEALED CONCRETE 1 2 3 4 5 5.5 6 7 7.2 7.6 8 EXISTING FROST TOWER HATCHED AREA ADD ALTERNATE MECH 122 90 SF EXTERIOR TERRACE 616 2401 SF LOW PLANTER UP LOW PLANTER 359 occ. Terrace (5 NET) EXISTING FROST TOWER ELEVATOR 614 209 SF ELEV. MACHINE RM. 599 110 SF MECHANICAL ROOM 615 601 SF CORRIDOR 127 556 SF WARMING KITCHEN 605 246 SF EVENT STORAGE 604 223 SF WOMEN'S 607 156 SF MEN'S 606 153 SF BOILER RM 601 218 SF ELEC. 602 76 SF MDF 603 116 SF / " 2 1 9 - ' 5 4 F1 STAIR B 322 214 SF PN 9 PN D C B A AAA A.5 B C D E F G XA AAA A.5 B C D E F G XA . . STO. 306 51 SF C1 Level 3 Floor Plan 1/8" = 1'-0" LOW PLANTER LOW PLANTER UP UP STAIR A 323 206 SF A1 Level 4 Roof Plan 1/8" = 1'-0" I T C E T H C R A E T A C O S S A I D R O C E R F O T C E T H C R A I / I T C E T H C R A N G S E D I I S N O S V E R I E T A D o. N L A E S S T C E T H C R A I R C H I T M E S T A E C T SI G E R E T R DE R OI N E O UG F E T O N I N O A T C U R T S N 3 O C O F 7 2 91 S T A T E S A X E T N W O H S N W O H S E L A C S : R O H : R E V 2 2 0 2 / 3 0 / 6 0 E T A D er n sig e D or uth A er k c e h C er v pro p A Y B N G I S E D Y B N W A R D Y B . D K H C Y B . D P P A M U E S U M E T R A - C XI E M E M A N T C E J O R P X T , I N T S U A . E V A S S E R G N O C 9 1 4 1 0 7 8 7 F O T N E M U R T S N I N A D N A D E T H G R Y P O C I T C E J O R P E H T O T T C E P S E R N I I E C V R E S I S H T . D E R A P E R P S A W T I I H C H W R O F D R A H N I R E H T E H W , S T N E M U C O D E H T E R A , I T A M R O F C N O R T C E L E R O Y P O C R O D E D N E T N I T O N S I T N E M U C O D Y T R A P Y N A Y B E S U E R R O F D E Z R O H T U A I R O T C E J O R P H C U S F O S N O S N E T X E N O I , E S U E R Y N A . T C E J O R P R E H T O Y N A I / I G N Y F D O M R O D N A G N Y P O C G N D U L C N I I I I N E T T R W T U O H T W I , T N E M U C O D E H T I I E R U T C E T H C R A O G X E M O R F N O S S M R E P I I S I D E D N E T N I I I E S O P R U P C F C E P S E H T R O F / R O D N A L I V C N I I T L U S E R Y A M L A R E T A M I I T H G R Y P O C L A R E D E F F O N O T A L O V A I I E H T F O E S U D E Z R O H T U A N U I . W A L . I S E T L A N E P L A N M R C I I I I N G S E D C T A M E H C S M U E S U M E T R A C X E M D N A - I I N T S U A F O Y T C I R E N W O SHEET TITLE OPTION A- LEVEL 3 & LEVEL 4 E C N A U S S I I G N W A R D SHEET A102 1 2 3 4 5 19 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte MuseumC HP O CO NCE PT DI S CU SS I ON THANK YOU 20 HLC ARCHITECTURAL REVIEW COMMITTEE | March 13, 2024Mexic-Arte Museum