03.0 - 1010 E Cesar Chavez St Briefing — original pdf

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URTH CAFFÈ HLC BRIEFING November 4, 2026 PROJECT BRIEFING: 1. SPE UPDATE • Austin Energy requirements to meet pole clearances impacted original building position of the 104 Medina St. bakery building. This was not reviewed by AE during permitting, and therefor required design team to resubmit a plan revision and site plan exemption to update bakery building position to meet AE requirements for distance of building to pole clearances. Both the SPE and building plan revision have been approved by the city of Austin as of October 16, 2026. 2. CONSTRUCTION PROGRESS • Concrete foundations have been poured for both the 104 Medina St. building and the 1010 E Cesar Chavez Main Restaurant building. • Framing is underway for both the 104 Medina St. building and the 1010 E Cesar Chavez Main Restaurant building. 3. HISTORIC FACADE PRESERVATION • Preservation of the historic “L” front facade will begin by completing all framing/ sheathing for new wall construction, ensuring a tight building envelope before adding the required sheathing for the historic “L” facade to meet current fire rating requirements. Framing/sheathing of the historic “L” front facade will be completed last to maintain the integrity of the existing wall system. • GC to begin work from the interior of the historic “L” facade by removing existing ship lap, removing all nails, and removing and preserving interior ship lap for re-use on other projects (Urth corporate elected not to maintain this original interior finish). • Nails will be carefully removed from the exterior historic siding so the siding can be removed and placed in the GC’s climate-controlled shop for storage. Any rotten or damaged siding found insufficient for reinstallation will be replaced with new custom milled cedar matching the original siding profile. • Structural sheathing and GlassMat Securock must be installed over the existing studs on the exterior side to meet the building code’s 1-hour fire rating requirements. • Waterproofing will be installed before the historic siding is reinstalled. CITY OF AUSTIN COMMUNICATION SEPTEMBER 11, 2024 — ARC REVIEW COMMITTEE MEETING NOVEMBER 11, 2024 — ARC REVIEW COMMITTEE MEETING DECEMBER 4, 2024 — HISTORIC LANDMARK COMMISSION MEETING AND APPROVAL APRIL 28, 2025 — INITIAL PERMIT SUBMISSION JUNE 2, 2025 — RESUBMISSION 1 JULY 24, 2025 — RESUBMISSION 2 NOVEMBER 20, 2025 — RESUBMISSION 3 DECEMBER 13, 2025 — PERMIT APPROVAL MARCH 2, 2026 — SELECTIVE DEMOLITION START DATE MARCH 10, 2026 — STOP WORK ORDER ISSUED MARCH 25, 2026 -- 1010 E CESAR CHAVEZ BUILDING PERMIT SUBMITTED TO COA APRIL 1, 2026 -- HLC BRIEFING (Briefing related to on site conditions) APRIL 7, 2026 -- SPE UPDATE SUBMITTED TO COA FOR APPROVAL APRIL 8, 2026 -- ARCHITECTURAL REVIEW COMMITTEE MTG APRIL 20, 2026 -- 1010 E CESAR CHAVEZ MCR COMMENTS RECEIVED (18 DAY TOTAL REVIEW @ COA) MAY 5, 2026 -- SPE APPROVED BY COA (21 DAY TOTAL REVIEW @ COA) MAY 7, 2026 -- 1010 E CESAR CHAVEZ BUILDING PERMIT RESUBMISSION (REVIEW IS ONGOING) MAY 8, 2026 -- 104 MEDINA ST. BUILDING PERMIT SUBMITTED TO COA MAY 21, 2026 -- 104 MEDINA ST BUILDING PERMIT APPROVED JUNE 5, 2026 -- 1010 E CESAR CHAVEZ ST BUILDING PERMIT APPROVED MAY 27, 2026 -- SITE MOBILIZATION RESUMED (SURVEY CONTROL POINTS & INITIAL FOUNDATION LAY- OUT ARE COMPLETE) JUNE 2026 -- GRADING & FOUNDATION PREP, SECURE EXISTING STRUCTURE FOR WORK JULY 2026 -- GRADING & FOUNDATION PREP, SECURE EXISTING STRUCTURE FOR WORK OCT 02, 2026 -- SITE PLAN EXEMPTION APPROVED (CHANGE REQUIRED PER AE) OCT 16, 2026 -- 104 MEDINA ST PERMIT PLAN REVISION APPROVED 2 URTH CAFFÈ HLC Mtg-November 4, 2026 LEGEND ACCESSIBILITY NOTES SITE CALCS URTH CAFFE - 1010 E. CESAR CHAVEZ SITE PLAN EXEMPTION SITE PLAN R E T T U G D N A B R U C R E T T U G D N A B R U C T S A N D E M I ) I H T D W W O R . . ' 0 6 ( CITY OF AUSTIN ALLEY (20' R.O.W WIDTH) 7 NEW UTILITY POLE, REF. CIVIL GRAVEL WATER METER TO REMAIN REF CIVIL OE OE OE OE OE OE OE OE OE 4' - 3 3/4" 3 ' - 9 3 / 8 " W OE W OE WM OE OE OE OE OE OE OE OE OE OE S69° 26' 35" E 93.46' PROPERTY LINE 7 NEW TRASH BIN AREA ROOF ABOVE ELECTRICAL METER TO REMAIN 7 OE OE OE OE 7 " 2 / 1 7 - ' 7 WD FENCE TO REMAIN DS CONNECT TO FRENCH DRAIN REF CIVIL 7 DS CONNECT TO FRENCH DRAIN REF CIVIL 0 7 " 8 / 1 9 - ' 7 DS CONNECT TO FRENCH DRAIN REF CIVIL OE NEW GREASE INTERCEPTOR FOR BAKERY OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE GRAVEL 465' E E O O E O E O OE OE OE OE OE E E O O "NO PARKING" IN 12" LETTERS E O E O E O E O E O E O E O NEW ENTRY DOOR LOCATION I R E T 4 - 6 3 4 2 E 5' - 0" ADA 02 NEW ADA SPACES REF CIVIL ADA 03 7 2448- 70 4 TIER " 2 / 1 6 - ' 6 " 0 - ' 7 7 ADA PARKING SIGNAGE WITH ENFORCEMENT LANGUAGE 466' WASTE WATER MANHOLE TO REMAIN E O E O E O E O E O E O E O E O CONC DRIVE DS WD FENCE CONNECT TO FRENCH DRAIN TO REMAIN REF CIVIL F 4' - 3 1/2" 2-STORY EXISTING STRUCTURE TO BE REBUILT TO MATCH EXISTING 949 SF FFE=466' 2448- 70 4 TIER F 7 DS CONNECT TO FRENCH DRAIN REF CIVIL "NO PARKING" IN 12" LETTERS I N G S A D A E N I L Y T R E P O R P 7 ADA PARKING SIGNAGE WITH ENFORCEMENT LANGUAGE ADA 01 01 02 CHAIN LINK FENCE TO REMAIN NEW BIKE RACKS. GC TO PROVIDE SUBMITTAL FOR ARCHITECT APPROVAL 7 E " 4 4 ' 1 3 ° 0 2 N ' 1 4 . 7 3 1 ) ' 0 5 . 6 3 1 ( PORTA POTTY LOCATION STAGING AREA 256 SF CONSTRUCTION DUMPSTER LOCATION FIRE RISER ROOM F F G G ACCESSIBLE PATH WALL MOUNTED PIV FCD CONNECTION, REF PLUMBING DS CONNECT TO FRENCH DRAIN REF CIVIL NEW FIRE SEPARATION CENTERLINE 7 CONC PARKING 2468 SF GAS METER TO REMAIN GREASE INTERCEPTOR TO REMAIN BRICK WELL TO REMAIN " 8 / 7 0 - ' 6 " 8 / 7 0 - ' 6 R 15' - 0" 7766 ROOF ABOVE CO G CO CO 467' CO CO 467' CO LANDSCAPE AREA R 2' - 6" CO CO KNOX BOX SIGNAGE ADDRESS SIGNAGE CO WWMH E O E O E O E O E O E O 465' E O E O 467' 468' E N I L Y T R E P O R P ACCESSILBLE PATH FROM BAKERY TO ACCESSIBLE STALL IN RESTAURANT 240' GRAVEL W " 4 4 ' 1 3 ° 0 2 S ' 0 2 . 7 3 1 ) ' 0 5 . 6 3 1 ( 466' B H 1-STORY NEW ADDITION 733 SF " 0 - ' 2 467' 1-STORY STRUCTURE REBUILT TO MATCH EXISTING 2,618SF FFE=468.41' EXISTING WALL WALLS TO REMAIN 7771 ROOF ABOVE 468' 7768 WM W GRAVEL " 0 - ' 0 3 K C A B T E S D R A Y T N O R F ) 9 2 1 0 - 0 1 0 2 - 5 1 C F E R ( POST MOUNTED RECEPTACLE TO BE REMOVED 467' 467' 7767 CONCRETE SIDEWALK PROPERTY LINE N69° 34' 40" W 93.46' WOOD FENCE 0.3' INSIDE PROPERTY LINE 7769 7770 E CURB AND GUTTER E CESAR CHAVEZ M A 4 0 : 3 3 : 1 1 6 2 0 2 / 5 / 0 1 : d e t n i r P PLOT PLAN 1 1/8" = 1'-0" North STONE WALL 467' ACCESIBILITY RAMP PLAN LEGEND SYMBOLS LEGEND STAGING AREA CONCRETE PAVED AREA EXISTING BUILDING FOOTPRINT TO REMAIN EXISTING TO BE DEMOLISHED E E EXISTING ELECTRICAL METER NEW/RELOCATED ELECTRICAL METER WM EXISTING WATER METER WV EXISTING WATER VALVE NEW BUILDING FOOTPRINT G OVERHEAD STRUCTURE NEW/RELOCATED GAS METER LOCATION, REROUTE EXISTING GAS LINE TO NEW METER LOCATION FENCE CO WASTEWATER CLEANOUT OVERHEAD POWER LINE WWMH WASTEWATER MANHOLE UNDERGROUND POWER LINE POWER LINE POLE FIRE HYDRANT X OE UE X OE UE OE UE GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24 ” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR ’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. GENERAL SITE PLAN NOTES: 1. 2. REFERENCE SITE SURVEY FOR ADDITIONAL INFORMATION NOT SHOWN ON SITE PLAN . ARCHITECTURAL SITE PLAN FOR COORDINATION PURPOSES ONLY. REFER TO CIVIL, LANDSCAPE / HARDSCAPE DRAWINGS FOR ALL DRIVEWAY, SITE WALLS, PLANTERS, PATHS, WATER FEATURES, ETC. AND ADDITIONAL SITE DESIGN REQUIREMENTS AND ADDITIONAL INFORMATION. REFERENCE TREE PROTECTION PLAN FOR EXISTING TREES TO REMAIN AND PROTECTION REQUIREMENTS. LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET (5.2%). PROHIBITED DRAWINGS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT (2%) AWAY FROM THE BUILDING. SURVEYOR SHALL LOCATE ALL BUILDINGS & ORIENTATIONS OF BUILDING BASED ON ARCHITECT'S DIGITAL FILE. 2. 3. 4. 5. 3. 4. 5. C L L I , E R U T C E T H C R A S U K J A F T T A M mf 708 COLORADO STREET AUSTIN, TX 78701 TEL: 512.432.5137 www.mfarchitecture.com TOTAL PROPOSED AREA NAME AREA (25-2 f) DEDUCTION CALCULATE D AREA Comments BUILDING 1 EXIST MAIN BUILDING- ASSEMBLY CONDITIONED AREA EXIST MAIN BUILDING- BOH CONDITIONED AREA EXIST PORCH- UNCONDITIONED AREA PROPOSED ADDITION- CONDITIONED AREA PROPOSED ADDITION- UNCONDITIONED COVERED AREA PROPOSED ADDITION- UNCONDITIONED DECK AREA 848 SF 1,770 SF 206 SF 733 SF 144 SF 302 SF 0 SF 0 SF 0 SF 848 SF BUILDING 1 1,770 SF BUILDING 1 BUILDING 1 733 SF BUILDING 1 BUILDING 1 BUILDING 1 BUILDING 2 EXIST BLDG 2- LVL 1 CONDITIONED AREA EXIST BLDG 2- LVL 2 CONDITIONED AREA SITE LANDSCAPE AREA OUTDOOR SEATING AREA 949 SF 949 SF 0 SF 0 SF 949 SF BUILDING 2 949 SF BUILDING 2 2,647 SF 500 SF 9,047 SF SITE SITE 5,249 SF GROSS FLOOR AREA NAME BUILDING 1 EXIST MAIN BUILDING- ASSEMBLY CONDITIONED AREA EXIST MAIN BUILDING- BOH CONDITIONED AREA PROPOSED ADDITION- CONDITIONED AREA BUILDING 2 EXIST BLDG 2- LVL 1 CONDITIONED AREA EXIST BLDG 2- LVL 2 CONDITIONED AREA CALCULATED FAR AREA (25-2 f) DEDUCTION CALCULATED AREA 848 SF 1,770 SF 733 SF 949 SF 949 SF 5,249 SF 0 SF 0 SF 0 SF 0 SF 0 SF 848 SF 1,770 SF 733 SF 949 SF 949 SF 5,249 SF E L T T I T C E J O R P Y R E K A B E F F A C H T R U 2 2 0 0 7 7 8 8 7 7 X X T T , , N N I I T T S S U U A A I I , , . . T T S S A A N N D D E E M M 4 4 0 0 1 1 PROPERTY AREA FLOOR AREA FAR FLOOR AREA FAR 12,833 SF 25,666 SF 200.0% 5,210 SF 40.6% ALLOWABLE PROPOSED IMPERVIOUS COVER NAME AREA IMPERVIOUS FACTOR IMPERVIOUS AREA BUILDING 1 * PROPOSED ADDITION UNCONDITIONED AREA BELOW SOLID AWNING * PROPOSED ADDITION- CONDITIONED AREA* * PROPOSED ADDITION- UNCONDITIONED DECK AREA OUTSIDE OF SOLID AWNING * UNCONDITIONED COVERED AREA > 2' EXIST MAIN BUILDING- ASSEMBLY CONDITIONED AREA EXIST MAIN BUILDING- BOH CONDITIONED AREA EXIST PORCH- UNCONDITIONED AREA BUILDING 2 EXIST BLDG 2- LVL 1 CONDITIONED AREA SITE EXISTING PARKING LOT TOTAL IMPERVIOUS COVER 86 SF 100% 733 SF 100% 226 SF 50% 70 SF 848 SF 100% 100% 1,770 SF 100% 100% 100% 100% 206 SF 3,939 SF 949 SF 949 SF 2,468 SF 2,468 SF 7,356 SF 86 SF 733 SF 113 SF 70 SF 848 SF 1,770 SF 206 SF 3,826 SF 949 SF 949 SF 2,468 SF 2,468 SF 7,242 SF NOTE: AREAS NOTED WITH AN ASTERISK (*) DENOTE AREAS THAT INCREASE THE EXISTING IMPERVIOUS COVERAGE ON SITE IMPERVIOUS COVER PERCENTAGE AREA, PROPERTY AREA IMP % AREA IMP % 12,833 SF 12,191 SF 95% 7,229 SF 56.33% ALLOWABLE PROPOSED THEW L. FA T A M J K U S 20652 10/05/2026 L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2026 Matt Fajkus Architecture SHEET PRINT DATE: 10/05/2026 REVISIONS Date 10/05/2026 05/08/2026 04/02/2026 03/02/2026 05/29/2025 Description REVISION 7 REVISION 6 REVISION 5 REVISION 4 REVISION 1 PROJECT NUMBER: 24023 CURRENT PHASE: IFC DRAWING TITLE: PLAN, PLOT BUILDING APPROVAL This stamp serves as a means of building approval and does not include other disciplines. Approved Date 10/13/2026 A0.21 mfarchitecture I N O T A M R O F N I T E E H S GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24 ” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR ’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. 2. 3. 4. 5. 7 7 6" 6" CL 1' - 6" ARM 7' - 6" CLEARANCE E C N A R A E L C Y K S O T D N U O R G PRIMARY RADIUS NEUTRAL RADIUS RL-2 3' - 9 3/8" 7' - 7 1/2" PER IBC TABLE 705.8, FSD BETWEEN 3' TO LESS THAN 5', PROTECTED (P), SPRINKLERED (S), ALLOWABLE AREA OF OPENING IS 15%. PROPOSED TOTAL WALL AREA = 380 SF PROPOSED OPENING AREA = 0 SF WALL SCONCE NEW ROOF ACCESS LADDER PARAPET SIDING TO MATCH BUILDING SIDING " 7 - ' 2 " 8 / 5 2 " 4 / 3 5 - - ' 1 ' 2 T.O. GUARDRAIL 125' - 5" T.O. BAKERY PARAPET 122' - 10" T.O. STRUCT. - BAKERY ROOF 120' - 4 1/4" T.O. PLATE - BAKERY LVL 2 119' - 1 5/8" " 0 - ' 1 / " 6 AS-1 COPPER GUTTER AND DOWNSPOUT SYSTEM " 4 / 1 6 - ' 9 " 8 3 / 7 - ' 1 1 T.O. STRUCT. - BAKERY LVL 2 109' - 7 3/8" T.O. SLAB - BAKERY 98' - 0" CP-1 CP-1 COPPER GUTTER AND DOWNSPOUT SYSTEM KNOX BOX TO COMPLY WITH 2024 IFC 506.1 AND CITY OF AUSTIN LAND DEVELOPMENT CODE CHAPTER 25-12 ARTICLE 7 FOR KNOX BOX REQUIREMENTS. STREET NUMBERS VISIBLE FROM STREET, PAINT TO CONTRAST WITH COLOR OF WALL. GC TO COORDINATE WITH ARCHITECT. " 8 I N M DOOR SIGNAGE REQUIREMENTS TO MEET 2024 IFC 509.1 AND 901.4.7.2. LETTERING SHALL BE IN CONTRASTING COLOR TO BACKGROUND. LETTERS SHALL HAVE A MINIMUM HEIGHT OF 2" WITH A MINIMUM STROKE OF 3/8". E O E O E O E O E O E O E O E O CL E O E O E O E O E O E O R 12' - 6" " 0 - ' 2 " 6 - ' 9 R 12' - 6" " 6 - ' 6 4 " 6 - ' 5 5 " 0 - ' 5 3 " 0 - ' 9 E D A R G W O L E B PRIMARY RADIUS NEUTRAL RADIUS _________________ 5 A5.31 AS-1 7' - 6" CLEARANCE 1' - 6" 6" 6" 1' - 6" ARM E O E O E O E O E O E O E O E O E C N A R A E L C Y K S O T D N U O R G " 8 / 5 2 - ' 1 7' - 9 1/8" 3' - 7 3/4" CL E O 210C CP-1 CL DOOR CL ELEC PANEL REF MEP " 0 - ' 8 " 4 / 1 6 - ' 9 " 8 3 / 7 - ' 1 1 R 12' - 6" " 0 - ' 2 " 6 - ' 9 R 12' - 6" " 6 - ' 6 4 T.O. STRUCT. - BAKERY ROOF 120' - 4 1/4" T.O. PLATE - BAKERY LVL 2 119' - 1 5/8" " 6 - ' 5 5 " 0 - ' 5 3 T.O. STRUCT. - BAKERY LVL 2 109' - 7 3/8" E O E O E O E O E O E O CL E O E O M P 6 5 : 3 0 : 2 6 2 0 2 / 5 / 0 1 : d e t n i r P WEST ELEVATION - BAKERY 2 1/4" = 1'-0" EAST ELEVATION - BAKERY 1 1/4" = 1'-0" NEW GUARDRAIL TO MATCH MAIN RESTAURANT RAILING _________________ 5 A5.31 11' - 4 7/8" " 0 - ' 9 E D A R G W O L E B T.O. SLAB - BAKERY 98' - 0" PROJECT NUMBER: 24023 CURRENT PHASE: IFC I N O T A M R O F N I T E E H S DRAWING TITLE: ELEVATIONS, EXTERIOR - BAKERY BUILDING APPROVAL This stamp serves as a means of building approval and does not include other disciplines. Approved 10/13/2026 Date A2.11 mfarchitecture C L L I , E R U T C E T H C R A S U K J A F T T A M mf 708 COLORADO STREET AUSTIN, TX 78701 TEL: 512.432.5137 www.mfarchitecture.com Y R E K A B E F F A C H T R U 2 2 0 0 7 7 8 8 7 7 X X T T , , N N I I T T S S U U A A I I , , . . T T S S A A N N D D E E M M 4 4 0 0 1 1 E L T T I T C E J O R P THEW L. FA T A M J K U S 20652 10/05/2026 L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2026 Matt Fajkus Architecture SHEET PRINT DATE: 10/05/2026 REVISIONS Date 10/05/2026 03/02/2026 07/23/2025 05/29/2025 Description REVISION 7 REVISION 4 REVISION 2 REVISION 1 1 2 2.6 2.8 3 A1 A2.11 2 4 5 6 7 8 " 6 1 / 7 7 - ' 8 1 A1 B H _________________ 1 A3.00 _________________ 7 A5.24 WEST PROPERTY LINE A B C _________________ 1 A3.01 _________________ 2 A3.01 R-3 DS B 0 1 1 _________________ 1 A5.24 R-3 DS _________________ 2 A3.00 41' - 2 13/16" 35' - 2" 6' - 0 13/16" _________________ 3 A3.00 A3 DS LINE OF OVERHANG ABOVE _________________ 3 A5.00 A2 4' - 1" TYPE D - MF WDW 103C _________________ 12 A5.24 _________________ 5 A5.26 DS _________________ 2 A1.40 _________________ 1 A5.01 GB-1 A2 1/8" / 1'-0" B 0 1 1 CL 2' - 6 3/4" 112 P-7 A-3 FIRE RISER RM 112 30 SF P-6 F P-6 F BENCH, REF: 1/A8.23 DINNING ROOM - ADDITION 103 " 8 / 1 0 1 - ' 5 1 P4 1 4 A4.03 2 3 HSS; REF. STRUCT. _________________ 8 A5.24 B 3 0 1 HSS; REF. STRUCT. 103A 103B 103A HSS; REF. STRUCT. 0" LANDSCAPE BED REF: LANDSCAPE LINE OF OVERHANG ABOVE RAINCHAIN WITH SPLASH PAD 8' - 2" _________________ 2 A5.26 _________________ 1 A3.01 109 P2 1460- 74 5 TIER 1448- 74 5 TIER _________________ 6 A8.21 P1 110A BUILT-IN MILLWORK " 8 / 7 1 - ' 0 1 P3 _________________ 3 A8.22 2' - 0 13/64" 4' - 0" VANITY 105 P1 P1 _________________ 4 A5.21 P3 P3 3' - 0" HSS; REF. STRUCT. P5 P5 P5 8 0 1 7 0 1 6 0 1 P4 7' - 3 13/16" _________________ 9 A5.24 R-1 DS _________________ 2 A3.01 V STEEL GUARDRAIL . F . I . 1 A2.10 V.I.F. 23' - 0 3/8" _________________ 2 A3.00 " 0 - ' 2 LANDSCAPE BED REF: LANDSCAPE 101G 101F E1 1 1/2" 22' - 11 1/2" 6' - 1" A 1 FLOOR PLAN - MAIN RESTAURANT 1/4" = 1'-0" North B C : M A 6 4 : 0 5 1 1 6 2 0 2 7 5 / / : d e t n i r P _________________ 3 A3.01 _________________ 3 A5.02 A2.11 1 _________________ 2 A5.02 DS 2448- 72 5 TIER D _________________ 4 A3.01 E R-3 DS 6 A4.02 F R-3 -1' - 11 7/8" 1860- 64 4 TIER 1860- 64 4 TIER " 4 3 / 1 - ' 7 1854- 64 4 TIER 1854- 64 4 TIER 15' - 1" 1854- 64 4 TIER P1 A4.02 7 R-3 LINE OF OVERHANG ABOVE _________________ 1 A5.02 8 7 - 8 4 4 2 I R E T 4 CL 10' - 7 11/16" 3' - 0 9/16" KITCHEN 110 8 7 - 8 4 4 2 I R E T 4 8 7 - 8 4 4 2 I R E T 4 7' - 7 1/2" I R E T 4 8 7 - 8 4 4 2 8 7 - 8 4 4 2 I R E T 4 P3 110C P1 P1 " 1 - ' 3 1 1 1 CL CLOSET 111 9' - 0 17/128" " 8 / 3 9 - ' 4 P3 STN-1 P3 " 0 - ' 2 STUD PACK; REF. STRUCT. P3 2' - 5 3/4" 5' - 1 1/2" " 0 - ' 7 1 _________________ 3 A3.01 F C L L I , E R U T C E T H C R A S U K J A F T T A M mf 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE FROM FACE OF FRAMING UNLESS NOTED OTHERWISE. 2. ALL FIXTURE DIMENSIONS ARE TO CENTERLINE OF FIXTURE UNLESS NOTED OTHERWISE. 3. ALL FLOOR ELEVATIONS ARE TOP OF FINISH FLOOR UNLESS NOTED OTHERWISE. 4. ALL OPENINGS THROUGH FLOOR SLABS AND WALLS SHALL BE SEALED OFF WITH APPROVED SEALANT SYSTEM. 5. MECHANICAL EQUIPMENT IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO MECH DWGS FOR DESIGN AND SPECIFICATIONS. 6. ALL WINDOW OPENINGS TO BE PREPPED TO RECEIVE WINDOW TREATMENTS, HARDWARE, AND SUPPORT. 7. EQUIPMENT SHWON FOR SPACE PLANNING/COORDINATION, REFERENCE KITCHEN CONSULTANT FOR SPECIFICATIONS. 8. KITCHEN EQUIPMENT IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO KITCHEN CONSULTANT DRAWINGS FOR DESIGN AND SPECIFICATIONS. GENERAL PLUMBING NOTES: 1. ALL PLUMBING WORK SHALL CONFORM TO LOCAL AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. 2. FIELD VERIFY FINAL LOCATIONS OF ROUGH-IN WITH ARCHITECT PRIOR TO INSTALLATION. 3. REFERENCE PLUMBING FIXTURE SCHEDULE FOR COMPLETE INFORMATION. FLOOR PLAN LEGEND CORE WALL CUT EXIST WALL TO REMAIN CORE WALL CUT W/ SOUND INSULATION LANDSCAPE BED P1 4 8 - 8 4 4 2 I R E T 5 P1 F F F F _________________ 4 A3.01 HSS; REF. STRUCT. _________________ 5 A8.21 " 4 / 1 7 F R-2 _________________ 3 A5.01 _________________ 11 A5.24 _________________ 5 A5.21 R-3 13' - 1 47/128" LANDSCAPE BED; REF: LANDSCAPE " 2 - ' 7 1 LINE OF OVERHANG ABOVE _________________ 1 A5.25 1/4" CUSTOM DECORATIVE PLATE STEEL, REF: FINISH SCHEDULE FOR COLOR 1' - 0" BUILT-IN MILLWORK LINE OF FRAMING BELOW 1 - T C 1' - 6" _________________ 1 A1.40 CUSTOM BAR COUNTER FOYER 100 STEEL HANDRAIL 1 0 0 1 4 A4.00 2 3 A 0 0 1 B 0 0 1 0" LINE OF FRAMING BELOW 1' - 6" _________________ 5 A5.21 CUSTOM BAR COUNTER 1 - T C HSS; REF. STRUCT. _________________ 10 A5.24 WOOD COLUMN; REF. STRUCT. R-1 " 1 1 - ' 1 " 4 / 1 4 - ' 9 5' - 0 1/4" STEEL GUARDRAIL _________________ 1 A5.26 " 0 1 - ' 0 2 " 2 / 1 1 1 - ' 1 8' - 2 1/16" R-1 DS 101A E-1 B 1 0 1 E1 STUD PACK; REF. STRUCT. LINE OF OVERHANG ABOVE STUD PACK; REF. STRUCT. 101C EAST PROPERTY LINE LINE OF OVERHANG ABOVE 1 2 " 6 - ' 9 " 8 / 5 1 1 - ' 0 1 _________________ 2 A0.30 _________________ 3 A5.25 2.6 2.8 3 2 A2.10 4 5 6 7 8 " 7 - ' 6 " 8 / 3 1 - ' 2 " 4 / 3 7 - ' 5 " 5 - ' 3 " 4 / 3 4 - ' 6 " 8 / 1 3 - ' 5 " 2 / 1 0 - ' 5 _________________ 3 A3.00 _________________ 1 A3.00 F 1 A4.01 3 101 LINE OF FRAMING BELOW A4.01 2 DINING ROOM 101 HSS; REF. STRUCT. 3/8" 101E 101D LINE OF OVERHANG ABOVE E1 E1 WOOD COLUMN; REF. STRUCT. . F . I . STEEL GUARDRAIL HANDRAIL V.I.F. V _________________ 3 A5.26 LINE OF OVERHANG ABOVE 9' - 2 1/4" 10' - 1 7/8" D _________________ 4 A5.26 E F BUILDING APPROVAL This stamp serves as a means of building approval and does not include other disciplines. Approved 06/16/2026 Date E F F A C H T R U T S Z E V A H C R A S E C . E 0 1 0 1 E L T T I T C E J O R P THEW L. FA T A M J K U S 20652 05/07/2026 L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2026 Matt Fajkus Architecture SHEET PRINT DATE: 05/07/2026 REVISIONS Date 05/07/2026 03/25/2026 03/02/2026 10/21/2025 07/24/2025 Description REVISION 6 REVISION 5 REVISION 4 REVISION 2 REVISION 1 PROJECT NUMBER: 24023 CURRENT PHASE: IFC DRAWING TITLE: PLAN, FLOOR - LVL 1 RESTAURANT I N O T A M R O F N I T E E H S A1.10 mfarchitecture LINE OF STRUCTURE HEAD PLAN INT FIN PER SCHED 5/8" TYPE "X" GWB CLOSED CELL SPRAY FOAM INSUL, MIN R-7.5 PER INCH BASE 1X WD BASE INT EXT TYPE STUD WIDTH (ACTUAL) FIRE RATING UL REQ. MIN R VALUE* R3 5-1/2" 1- HOUR UL U305 R20 GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. EXPLICIT DIMENSION SHALL HAVE PRECEDENCE OVER SCALE. THESE DOCUMENTS HAVE BEEN FORMATTED TO BE PRINTED ON 24” X 36” SHEET SIZES, DRAWINGS PRINTED AT OTHER SIZES ARE NOT NECESSARILY TO SCALE. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ALL OTHER EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF THE WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS. IF IN THE COURSE OF CONSTRUCTION, A STRUCTURAL ISSUE EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 4. ANY DAMAGE TO EXISTING AND OR NEW WORK IN PLACE BY THE CONTRACTOR’S OR SUBCONTRACTOR’S NEGLIGENCE SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. ALL NOTES ARE APPLICABLE TO ALL TRADES AND RESPECTIVE CONTRACTORS. ALL NOTES TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. ALL SHEETS ARE TO BE REVIEWED AND ALL APPLICABLE NOTES TO BE APPLIED. C L L I , E R U T C E T H C R A S U K J A F T T A M mf 900 EAST 6TH STREET SUITE 100 AUSTIN, TX 78702 TEL: 512.432.5137 www.mfarchitecture.com 2X FRAMING REF STRUC 5/8" GLASS MAT SECURROCK ULTRA LIGHT HARDIE BOARD SIDING PANEL PLYWD SHTHG REF STRUCT WRB COMMENTS BASIS OF DESIGN IS A STANDARD U305. FIRE RATED ASSEMBLY SHADED. EXTERIOR AND INTERIOR FINISH MATERIALS ADDED TO BASE ASSEMBLY. LINE OF STRUCTURE HEAD CLG PER SCHED 5/8" TYPE "X" GWB PLAN TILE PER SCHED MORTAR BED 5/8" TYPE "X" GWB BASE TILE BASE PER SCHED 2X FRAMING REF STRUC R-20 OPEN CELL SPRAY FOAM INSUL INT FIN PER SCHED 5/8" TYPE "X" GWB BASE PER SCEDHULE WPM PROTECTION BD TAPERED RGD INSUL . T C U R T S . F E R 1/2 MINERAL & FIBER BOARD PLYWD SHTHG REF STRUCT OPEN CELL SPRAY FOAM INSUL, R-4.1 PER INCH I N M " 0 - ' 1 5/8" TYPE "X" GWB 24" MAX CL CL 25 GA. RESILIENT CHANNELS SPACED 16" O.C LINE OF STRUCTURE 5 1/2" FRAMING DEPTH (ACTUAL) FIRE RATING UL REQ. MIN R VALUE* COMMENTS HEAD 12" MIN 1- HOUR UL L521 R38 BASIS OF DESIGN IS A STANDARD L521. FIRE RATED ASSEMBLY SHADED. * PER TABLE C402.1.3 2021 IECC UL L521- 1 HR RATED FLOOR ASSEMBLY PLAN 1" = 1'-0" INT FIN PER SCHED 5/8" TYPE "X" GWB CLOSED CELL SPRAY FOAM INSUL, MIN R-7.5 PER INCH BASE 1X WD BASE INT EXT 2X FRAMING REF STRUC HARDIE BOARD SIDING PANEL WRB 5/8" GLASS MAT SECURROCK ULTRA LIGHT PLYWD SHTHG REF STRUCT TYPE STUD WIDTH (ACTUAL) FIRE RATING UL REQ. MIN R VALUE* A3 5-1/2" 1- HOUR UL U305 R20 2X FRAMING REF STRUC * PER TABLE C402.1.3 2021 IECC COMMENTS BASIS OF DESIGN IS A STANDARD U305. FIRE RATED ASSEMBLY SHADED. EXTERIOR AND INTERIOR FINISH MATERIALS ADDED TO BASE ASSEMBLY. TYPE STUD WIDTH (ACTUAL) FIRE RATING UL COMMENTS INT INT P7 5-1/2" 1- HOUR UL U305 BASIS OF DESIGN IS A STANDARD U305. FIRE RATED ASSEMBLY SHADED. EXTERIOR AND INTERIOR FINISH MATERIALS ADDED TO BASE ASSEMBLY. WALL TYPE - P7 13 LINE OF STRUCTURE HEAD CLG PER SCHED 1" = 1'-0" 2X FRAMING REF STRUC PLAN INT FIN PER SCHED INT FIN PER SCHED 5/8" TYPE "X" GWB BASE 5/8" TYPE "X" GWB BASE PER SCEDHULE TYPE STUD WIDTH (ACTUAL) FIRE RATING UL COMMENTS INT INT 15 HEAD PLAN LINE OF STRUCTURE CLG PER SCHED BRICK VENEER MORTAR BED SOUND ATTENUATION BATT INSUL BRICK SOLDIER COURSE CL I T H K C R B D T S P6 5-1/2" 1- HOUR UL U305 BASIS OF DESIGN IS A STANDARD U305. FIRE RATED ASSEMBLY SHADED. EXTERIOR AND INTERIOR FINISH MATERIALS ADDED TO BASE ASSEMBLY. BASE WALL TYPE - P6 12 1" = 1'-0" 9 WALL TYPE - P3 LINE OF STRUCTURE HEAD PLAN CLG PER SCHED TILE PER SCHED MORTAR BED BACKER BOARD LINE OF STRUCTURE 2X FRAMING 2X FRAMING REF STRUC REF STRUC HEAD CLG PER SCHED TILE PER SCHED MORTAR BED BACKER BOARD TILE PER SCHED PLAN MORTAR BED BACKER BOARD SOUND ATTENUATION BATT INSUL HEAD PLAN CLG PER SCHED 5/8" TYPE "X" GWB TILE PER SCHED MORTAR BED BACKER BOARD CLOSED CELL SPRAY FOAM INSUL, MIN R-7.5 PER INCH 2X FRAMING REF STRUC HARDIE BOARD SIDING PANEL WRB PLYWD SHTHG REF STRUCT BASE TILE BASE PER SCHED 5/8" GLASS MAT SECURROCK ULTRA LIGHT INT EXT INT INT 1" = 1'-0" 2X FRAMING REF STRUC TYPE STUD WIDTH (ACTUAL) FIRE RATING UL REQ. MIN R VALUE* A2 5-1/2" 1- HOUR UL U305 R20 5/8" TYPE "X" GWB INT FIN PER SCHED * PER TABLE C402.1.3 2021 IECC COMMENTS BASIS OF DESIGN IS A STANDARD U305. FIRE RATED ASSEMBLY SHADED. EXTERIOR AND INTERIOR FINISH MATERIALS ADDED TO BASE ASSEMBLY. WALL TYPE - R3 14 LINE OF STRUCTURE 1" = 1'-0" 5 1/2" HEAD PLAN BASE 5/8" GWB INT FIN PER SCHED 2X FRAMING REF STRUC HARDIE BOARD SIDING PANEL CLOSED CELL SPRAY FOAM INSUL, MIN R-7.5 PER INCH 5/8" GLASS MAT SECURROCK ULTRA LIGHT PLYWD SHTHG REF STRUCT WRB * PER TABLE C402.1.3 2021 IECC WALL TYPE - R2 3 LINE OF STRUCTURE 5 1/2" BRICK UNIT MAS 5/8" TYPE "X" GWB INT FIN PER SCHED CLOSED CELL SPRAY FOAM INSUL, MIN R-7.5 PER INCH HEAD PLAN BASE 1" = 1'-0" 2X FRAMING REF STRUC HARDIE BOARD SIDING PANEL 5/8" GLASS MAT SECURROCK ULTRA LIGHT PLYWD SHTHG REF STRUCT WRB INT EXT TYPE STUD WIDTH (ACTUAL) FIRE RATING R1 5-1/2" NA UL NA REQ. MIN R VALUE* R20 NA COMMENTS 5/8" TYPE "X" GWB 6 WALL TYPE - A3 LINE OF STRUCTURE 5 1/2" 1" = 1'-0" INT EXT TYPE STUD WIDTH (ACTUAL) FIRE RATING R2 5-1/2" NA UL NA REQ. MIN R VALUE* R20 NA COMMENTS BASE TILE BASE PER SCHED TILE BASE PER SCHED BASE TILE BASE PER SCHED TILE BASE PER SCHED WALL TYPE - A2 5 1" = 1'-0" LINE OF STRUCTURE 5 1/2" * PER TABLE C402.1.3 2021 IECC INT INT INT INT WALL TYPE - P5 11 LINE OF STRUCTURE HEAD CLG PER SCHED PLAN BASE BRICK VENEER MORTAR BED SOUND ATTENUATION BATT INSUL SOLDIER BRICK COURSE CL T H K C R B T S I 1" = 1'-0" 2X FRAMING REF STRUC TILE PER SCHED MORTAR BED BACKER BOARD TILE BASE PER SCHED WALL TYPE - P2 8 LINE OF STRUCTURE HEAD CLG PER SCHED INT FIN PER SCHED 5/8" TYPE "X" GWB PLAN SOUND ATTENUATION BATT INSUL HEAD PLAN CLG PER SCHED BRICK VENEER MORTAR BED CLOSED CELL SPRAY FOAM INSUL, MIN R-7.5 PER INCH 5/8" TYPE "X" GWB SOLDIER BRICK COURSE BASE 1" = 1'-0" 2X FRAMING REF STRUC INT FIN PER SCHED 5/8" TYPE "X" GWB I T H K C R B D T S INT EXT 2X FRAMING REF STRUC PLYWD SHTHG REF STRUCT HARDIE BOARD SIDING PANEL WRB 5/8" GLASS MAT SECURROCK ULTRA LIGHT HARDIE BATTEN WALL TYPE - R1 2 LINE OF STRUCTURE VIF 1" = 1'-0" 6 HEAD PLAN CLG PER SCHED BRICK VENEER MORTAR BED CLOSED CELL SPRAY FOAM INSUL, MIN R-7.5 PER INCH 6 SOLDIER BRICK COURSE EXISTING 2X STRUCT WRB PLYWD SHTHG REF STRUCT 5/8" GLASS MAT SECURROCK ULTRA LIGHT 6 BASE WRB BASE BASE PER SCHED BASE PER SCHED TYPE STUD WIDTH (ACTUAL) FIRE RATING UL REQ. MIN R VALUE* A1 5-1/2" 1- HOUR UL U305 R20 COMMENTS BASIS OF DESIGN IS A STANDARD U305. FIRE RATED ASSEMBLY SHADED. EXTERIOR AND INTERIOR FINISH MATERIALS ADDED TO BASE ASSEMBLY. INT INT INT INT WALL TYPE - P4 10 1" = 1'-0" 7 WALL TYPE - P1 1" = 1'-0" 4 * PER TABLE C402.1.3 2021 IECC WALL TYPE - A1 1" = 1'-0" WALL TYPE - E1 1 INT EXT 1" = 1'-0" : M A 2 0 : 1 5 1 1 6 2 0 2 7 5 / / : d e t n i r P E F F A C H T R U T S Z E V A H C R A S E C . E 0 1 0 1 E L T T I T C E J O R P THEW L. FA T A M J K U S 20652 05/07/2026 L A E S These plans, drawings and specifications are the property of Matt Fajkus Architecture and any use and/or reuse thereof in part or in whole without the written permission of the Architect is prohibited. Copyright © 2026 Matt Fajkus Architecture SHEET PRINT DATE: 05/07/2026 REVISIONS Date 05/07/2026 03/25/2026 03/02/2026 10/21/2025 07/24/2025 Description REVISION 6 REVISION 5 REVISION 4 REVISION 2 REVISION 1 PROJECT NUMBER: 24023 CURRENT PHASE: IFC DRAWING TITLE: ASSEMBLIES, WALL- NEW I N O T A M R O F N I T E E H S A6.00 mfarchitecture BUILDING APPROVAL This stamp serves as a means of building approval and does not include other disciplines. Approved 06/16/2026 Date CESAR CHAVEZ ELEVATION RENDER CESAR CHAVEZ ELEVATION RENDER 9 URTH CAFFÈ HLC Mtg-November 4, 2026 MEDINA ST ELEVATION RENDER 10 URTH CAFFÈ HLC Mtg-November 4, 2026 PARKING LOT BACK RENDER 11 URTH CAFFÈ HLC Mtg-November 4, 2026 CORNER OF CESAR CHAVEZ & MEDINA ST ELEVATION RENDER 12 URTH CAFFÈ HLC Mtg-November 4, 2026