10.1 - 1106 Rio Grande St - Drawings & Photos — original pdf

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Project Summary: The Pease Elementary School building dates from 1876, one of the first schools built with public funds in Texas. The building was expanded in 1895, 1896, 1916 and 1926, and remodeled in 1949. The school building is three stories, load bearing masonry construction with a stucco exterior finish applied to the masonry walls. The building was designated as a Recorded Texas Historic Landmark in 2013 and is a contributing structure to the West Austin Downtown National Register Historic District, designated in 2024. The primary goals of the Pease Elementary School rehabilitation project are to prepare the building for use as an early childhood learning center on the lower two floors and as office space on the upper floor. United Way for Greater Austin will operate the early childhood learning center, and will occupy the office spaces on the upper level. The project will be completed in two primary construction phases. Phase I, included in these review materials, addresses conditions at the building exterior. Phase II, not included in these review materials, addresses conditions at the building interior and the site and grounds. The exterior work to be done under the Phase I project includes: • Remove existing exterior fire stairs and replace with new exterior fire stairs • Window and exterior door replacement • Downspout replacement • Limited repairs to existing roof, in the areas of new penetrations through the existing roof • Limited repairs to existing stucco coating, in the areas where window, exterior door and fire stair replacement occurs • Exterior painting of stucco coating East Elevation North Elevation West Elevation South Elevation West Elevation, detail West Elevation, detail West Elevation, detail South Elevation, detail South Elevation, detail South Elevation, detail South Elevation, detail South Elevation, detail South Elevation, detail PROJECT TEAM OWNER AND OWNER'S CONSULTANTS ARCHITECT AND ARCHITECT'S CONSULTANTS OWNER: Austin Independent School District 4000 S. Interstate 35 Frontage Rd Austin, TX 78704 p: 512.592.0005 Contact: Rick Kaven TENANT: United Way for Greater Austin 5930 Middle Fiskville Rd 5th Floor Austin, TX 78752 p: 512.472.6267 Contact: Margo Kinneberg CIVIL: GarzaEMC 7708 Rialto Blvd #125 Austin, TX 78735 p: 512.298.3284 Contact: Jonah Mankovsky ARCHITECT: STG Design 828 W 6th St #300 Austin, TX 78703 p: 512.899.3500 Contact: Desmon Odunusi STRUCTURAL: Structures 4315 Guadalupe St #301 Austin, TX 78751 p: 512.499.0919 Contact: Nikki Montoya M.E.P.: APTUS Engineering 1005 E St Elmo Rd Bldg 7 Austin, TX 78745 p: 512.872.5059 Contact: Will Rhodes LANDSCAPE: Coleman & Associates 9890 Silver Mountain Dr Austin, TX 78737 p: 512.476.2090 Contact: Olivia Pitt-Perez TECHNOLOGY: Atlas Consulting 106 E 6th St, Ste 900-144 Austin, TX 78701 p: 512.468.8300 Contact: William Scabora HISTORIC ARCHITECT: Limbacher & Godfrey Architects 2124 E 6th St, Unit 102 Austin, TX 78702 p: 512.450.1518 Contact: Laurie Limbacher ENVELOPE CONSULTANT: Acton Partners, LLC PO Box 203663 Austin, TX 78720-3663 p: 512.576.5347 Contact: Jeff Acton www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED PEASE COMMUNITY CAMPUS - PHASE 1 1106 RIO GRANDE STREET, AUSTIN, TX 78701 100% CONSTRUCTION DOCUMENTS 04/20/2026 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 PROJECT SUMMARY BUILDING AND TENANT INFORMATION: BUILDING AREA: PEASE BUILDING: 30,282 S.F. AUXILIARY BUILDING: 5,719 S.F. NUMBER OF FLOORS: PEASE BUILDING: 3 FLOORS AUXILIARY BUILDING: 1 FLOOR ALTERNATES: PROJECT LOCATION GENERAL NOTES LIST OF SHEETS 1. PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES, REGULATIONS, ORDINANCES, AND STANDARDS OF THE LOCAL BUILDING CODE AUTHORITY. DIRECT ALL QUESTIONS REGARDING COMPLIANCE TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTERRELATED. DO NOT SEPARATE OR DISASSEMBLE THE DRAWING SETS OR SPECIFICATIONS. PROVIDE THE COMPLETE DRAWINGS AND SPECIFICATIONS TO ALL SUBCONTRACTORS FOR REFERENCE. 3. REVIEW THE CONSTRUCTION DOCUMENTS AND NOTIFY ARCHITECT IMMEDIATELY UPON DISCOVERY OF MISSING INFORMATION, DISCREPANCIES, AND CONFLICTS BEFORE PROCEEDING WITH THE RELATED WORK. 4. WRITTEN DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS TO DETERMINE REQUIRED DIMENSIONS. 5. WHERE DIMENSIONS ARE NOT PROVIDED BUT INFERABLE FROM RELATED DIMENSIONS AND PRODUCT DIMENSIONS, CONTRACTOR SHALL DETERMINE DIMENSIONS REQUIRED TO COMPLETE FABRICATION DRAWINGS (SHOP DRAWINGS) AND CONSTRUCTION LAYOUT. WHERE A DIMENSION CANNOT BE INFERRED, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT A REQUEST FOR ADDITIONAL INFORMATION TO PROVIDE THE REQUIRED DIMENSIONS BEFORE PROCEEDING WITH THE WORK. 6. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS. 7. "TYPICAL" OR "TYP." INDICATES THE ITEM OR DETAIL REFERENCED IS THE SAME FOR ALL CONDITIONS OF A SIMILAR NATURE THROUGHOUT THE PROJECT. 8. “SIMILAR” OR “SIM.” INDICATES THE CONDITION IS SIMILAR TO A CONDITION DETAILED FOR ANOTHER LOCATION. 9. ITEMS GRAPHICALLY ALIGNED IN THE DRAWINGS WHETHER OR NOT SPECIFICALLY NOTED AS “ALIGN” SHALL BE INSTALLED ALIGNED. 10. UNLESS NOTED OTHERWISE, PROCURE AND PAY FOR PERMITS, LICENSES, CERTIFICATES, AND TESTS REQUIRED TO COMPLETE THE WORK. 11. INSPECT EXISTING JOBSITE CONDITIONS BEFORE BIDDING THE WORK. BIDS SERVE AS EVIDENCE THE CONTRACTOR INCLUDES ALL WORK AND MATERIALS REQUIRED TO DEMOLISH, MODIFY, AND PREPARE EXISTING CONDITIONS REQUIRED TO COMPLETE THE WORK ACCORDING TO THE DESIGN INTENT. FAILURE TO IDENTIFY OBSERVABLE CONDITIONS WHETHER OR NOT EXPLICITLY INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL NOT BE JUSTIFICATION FOR ADDITIONAL TIME OR COMPENSATION. 12. SURVEY AND INSPECT EXISTING JOBSITE CONDITIONS TO CONFIRM WORK INDICATED IN THE CONSTRUCTION DOCUMENTS DO NOT CONFLICT WITH EASEMENTS, SETBACKS, EXISTING STRUCTURES, UNDERGROUND AND OVERHEAD UTILITIES AND RELATED WORK CLEARANCES, TREES AND NATURAL FEATURES TO REMAIN, AND SIMILAR SITE CONSTRAINTS. NOTIFY ARCHITECT IMMEDIATELY UPON DISCOVERY OF CONFLICTS BEFORE PROCEEDING WITH THE WORK. 13. COORDINATE CONSTRUCTION OPERATIONS IN DIFFERENT SECTIONS OF THE CONTRACT DOCUMENTS THAT DEPEND ON EACH OTHER FOR PROPER INSTALLATION, CONNECTION, AND OPERATION WITHIN THE SPACES INDICATED. 14. PRIOR TO CUTTING OR INSTALLING FRAMING COORDINATE AND CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF WORK INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND PLUMBING. 15. IN ADDITION TO SPECIFIED WARRANTIES, GUARANTEE ALL WORK AGAINST DEFECTIVE MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION OR OWNER WRITTEN ACCEPTANCE OF THE WORK. AT CONTRACTOR’S EXPENSE, REPAIR OR REPLACE DEFECTIVE MATERIAL OR WORKMANSHIP IDENTIFIED WITHIN THE TIME PERIOD OF GUARANTEE. REPLACEMENT AND REPAIRS SHALL BE COMPLETED WITHOUT DELAY IN A TIMELY MANNER. 16. WORK REPAIRED OR REPLACED UNDER THE ONE YEAR GUARANTEE SHALL BE GUARANTEED FROM DEFECTIVE MATERIAL AND WORKMANSHIP FOR ONE YEAR AFTER THE DATE OF REPAIR OR REPLACEMENT. 17. NO WARRANTY OR GUARANTEE SHALL DIMINISH OR DEPRIVE THE OWNER FROM STATUTORY WARRANTIES. 18. UNLESS INDICATED OTHERWISE, FURNISH NEW MATERIALS. 19. INSTALL ALL SYSTEMS, PRODUCTS, AND EQUIPMENT ACCORDING TO THE MANUFACTURER’S PUBLISHED RECOMMENDATIONS AND INSTRUCTIONS. THE INSTALLATION SHALL BE EXECUTED BY EXPERIENCED CRAFTSMEN IN A NEAT, WORKMANLIKE MANNER. FURNISH ALL MATERIALS, TOOLS, COSTS, AND SERVICES NECESSARY TO COMPLETE THE WORK. 20. PROVIDE ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLY INCIDENTAL, OR CUSTOMARILY INCLUDED FOR A COMPLETE AND FULLY OPERATIONAL INSTALLATION WHETHER OR NOT SPECIFICALLY INDICATED IN THE CONSTRUCTION DOCUMENTS. PROJECT SITE 21. ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, MISALIGNMENT, AND COLLAPSE ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 22. TAKE PROPER PRECAUTIONS TO PROTECT ADJACENT PEOPLE AND PROPERTY WITH WHICH WORK COMES IN CONTACT INCLUDING BUT NOT LIMITED TO HOISTING MATERIALS OVERHEAD, OVERSPRAY, AIRBORNE MATERIAL AND DEBRIS, CONSTRUCTION RUN-OFF, AND THE TRANSPORTATION OF MATERIALS TO AND FROM THE JOBSITE. 23. ALLOW SUFFICIENT TIME FOR SUBMITTAL REVIEW, ORDER, FABRICATION, DELIVERY, AND INSTALLATION OF MATERIALS, EQUIPMENT, AND PRODUCTS IN ORDER TO MEET THE CONSTRUCTION SCHEDULE. FAILURE TO DO SO SHALL NOT JUSTIFY SUBSTITUTIONS, TIME EXTENSIONS, OR ADDITIONAL COMPENSATION. 24. WHERE INDICATED, SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW BEFORE PROCEEDING WITH FABRICATION. ARCHITECT’S REVIEW IS LIMITED TO CONFIRMING GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS TO BE CORRELATED AT THE JOBSITE; INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION; COORDINATION OF THE WORK WITH THAT OF ALL TRADES; AND PERFORMING THE WORK IN A SAFE AND SATISFACTORY MANNER. 25. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF JURISDICTION OVER THE PROJECT FOR THE DESIGN OF THIS TYPE OF SYSTEM. ARCHITECT AND M.E.P. CONSULTANT WILL REVIEW DESIGN DRAWINGS FOR FIRE PROTECTION SYSTEMS FOR GENERAL COMPLIANCE WITH DRAWINGS. COORDINATE INTERFACE WITH EXISTING BUILDING SYSTEMS WITH BUILDING OWNER. 26. SUBMIT SPRINKLER SYSTEM SHOP DRAWINGS AND CALCULATIONS AND FIRE ALARM SYSTEM SHOP DRAWINGS TO THE FIRE DEPARTMENT HAVING JURISDICTION OVER THE PROJECT, AND OBTAIN NECESSARY APPROVAL AND PERMIT PRIOR TO COMMENCEMENT OF SPRINKLER AND FIRE ALARM WORK. 27. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER REGARDING ALL ISSUES RELATING TO STAGING AREA, USE OF EXISTING LOADING AND DUMPSTER AREAS, USE OF EXISTING VERTICAL TRANSPORTATION SYSTEM (ELEVATOR AND STAIR) AND OTHER EXISTING FACILITIES DURING CONSTRUCTION PERIOD. 28. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SEQUENCING WITH THE BUILDING OWNER AND SCHEDULE ALL SERVICE INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE. GENERAL G-000 G-001 G-101 ARCHITECTURAL A-001 A-011 A-111 A-112 A-113 A-114 A-115 A-211 A-401 A-501 A-611 A-612 STRUCTURAL S-001 S-002 S-003 S-004 S-101 S-102 S-103 S-104 S-105 S-106 S-201 S-301 S-501 S-502 S-503 S-601 MECHANICAL M-001 M-100 M-101 M-102 M-103 M-104 M-105 MP-101 ELECTRICAL E-001 E-011 ED-101 ED-102 ED-103 ED-105 E-601 PLUMBING P-001 PD-101 PD-102 PD-103 PD-105 TECHNOLOGY T-101 T-102 T-103 COVER GENERAL INFORMATION ACCESSIBILITY INFORMATION ARCHITECTURAL GENERAL INFORMATION SITE PLAN FLOOR PLAN & DEMOLITION FLOOR PLAN - LEVEL 1 FLOOR PLAN & & DEMOLITION FLOOR PLAN - LEVEL 2 FLOOR PLAN & & DEMOLITION FLOOR PLAN - LEVEL 3 DEMOLITION FLOOR PLAN - AUX. BLDG. ROOF PLAN & DEMOLITION PLAN BUILDING ELEVATIONS STAIR AND RAMP PLANS, SECTIONS, & DETAILS STOREFRONT, WINDOW & ENVELOPE DETAILS DOOR & FRAME TYPES / DOOR SCHEDULE STOREFRONT ELEVATIONS STRUCTURAL NOTES STRUCTURAL NOTES STRUCTURAL NOTES SPECIAL INSPECTIONS FOUNDATION DEMO PLAN FOUNDATION PLAN LEVEL 2 DEMO PLAN LEVEL 2 FRAMING PLAN LEVEL 3 DEMO PLAN LEVEL 3 FRAMING PLAN EXTERIOR STAIR ENLARGED PLANS TYPICAL CONCRETE DETAILS TYPICAL STEEL DETAILS TYPICAL STEEL DETAILS TYPICAL STEEL DETAILS WOOD FRAMING DETAILS MECHANICAL GENERAL NOTES - PHASE 1 HVAC SITE EXISTING CONDITIONS PLAN - PHASE 1 LEVEL 1 HVAC EXISTING CONDITIONS PLAN - PHASE 1 LEVEL 2 HVAC EXISTING CONDITIONS PLAN - PHASE 1 LEVEL 3 HVAC EXISTING CONDITIONS PLAN - PHASE 1 ROOF HVAC EXISTING CONDITIONS PLAN - PHASE 1 AUX. BLDG. HVAC EXISTING CONDITIONS PLAN - PHASE 1 LEVEL 1 HVAC PIPING EXISTING CONDITIONS PLAN - PHASE 1 ELECTRICAL GENERAL NOTES & SYMBOLS ELECTRICAL SITE PLAN - PHASE 1 LEVEL 1 ELECTRICAL DEMOLITION PLAN LEVEL 2 ELECTRICAL DEMOLITION PLAN LEVEL 3 ELECTRICAL DEMOLITION PLAN ELECTRICAL DEMOLITION PLAN - AUX. BLDG. ELECTRICAL ONE-LINE DIAGRAM PLUMBING GENERAL SHEET LEVEL 1 PLUMBING DEMOLITION PLAN LEVEL 2 PLUMBING DEMOLITION PLAN LEVEL 3 PLUMBING DEMOLITION PLAN AUXILLARY DEMO PLUMBING PLAN TECHNOLOGY DEMOLITION FLOOR PLAN LEVEL 1 & 2 TECHNOLOGY DEMOLITION FLOOR PLAN LEVEL 3 & ROOF TECHNOLOGY DEMOLITION FLOOR PLAN LEVEL 1 - AUX. BLDG. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . ) 6 2 0 2 l a r t n e C ( R A - y r a t n e m e l E e s a e P y a W d e t i n U / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 1 4 : 9 4 : 1 6 2 0 2 / 3 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 PROGRESS PRINT 04/14/26 Not for regulatory approval, permitting, or construction. Registrant's Name: William H. Gresham IV Texas Registration Number: 22962 PEASE COMMUNITY CAMPUS - PHASE 1 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR 0 100% DESIGN DEVELOPMENT Issues 03/16/26 Project Number: 16.25892.00 Project Lead: SK / ND GENERAL INFORMATION G-001 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 12TH ST. EXISTING CISTERN EXISTING CANOPY EXISTING ELEC. TRANSFORMER . E V A T S E W METAL STAIRS, REF. STRUCTURAL, FIELD VERIFY EXISTING CONDITIONS. TYP. AUX. BUILDING PROPERTY LINE EXISTING PLAYGROUND EQUIPMENT PEASE BUILDING EXISTING MONUMENT SIGN . T S E D N A R G O R I A1 SITE PLAN SITE PLAN 1/16" = 1'-0" 11TH ST. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . ) 6 2 0 2 l a r t n e C ( R A - y r a t n e m e l E e s a e P y a W d e t i n U / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 0 5 : 9 4 : 1 6 2 0 2 / 3 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 PROGRESS PRINT 04/14/26 Not for regulatory approval, permitting, or construction. Registrant's Name: William H. Gresham IV Texas Registration Number: 22962 PEASE COMMUNITY CAMPUS - PHASE 1 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% DESIGN DEVELOPMENT Issues 03/16/26 Project Number: 16.25892.00 Project Lead: SK / ND SITE PLAN A-011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 EXISTING EXTERIOR SHADE STRUCTURE TO REMAIN 2% SLOPE DEMOLISH EXISTING DOWNSPOUT, TYP. UP DEMOLISH AND PREP WALL FOR NEW STOREFRONT DEMOLISH AND PREP WALL FOR NEW STOREFRONT DEMOLISH EXISTING WINDOW TYP. REMOVE AND SALVAGED EXISTING CHILDREN'S TILES FOR REUSE, TYP. DEMOLISH EXISTING STOREFRONT AND DOOR REMOVE EXISTING DOORS, FRAMES, AND HARDWARE DEMOLISH EXISTING WALL, REF. STRUCTURAL " 0 1 - ' 7 6 DEMOLISH EXISTING PLUMBING FIXTURES, REF. MEP DEMOLISH EXISTING WALL, REF. STRUCTURAL DEMOLISH EXISTING STAIRS AND FLOOR, REF. STRUCTURAL UP KITCHEN EQUIPMENT TO BE SALVAGE REMOVE EXISTING DOORS, FRAMES, AND HARDWARE REMOVE EXISTING DOORS, FRAMES, AND HARDWARE DEMOLISH EXISTING WALL, REF. STRUCTURAL UP EXISTING STAIRS TO REMAIN DEMOLISH AND PREP WALL FOR NEW STOREFRONT 32' - 6" 85' - 1" 25' - 3" DEMOLISH EXISTING WINDOW TYP. DEMOLISH EXISTING WALL FOR NEW DOOR DEMOLISH EXISTING WALL, REF. STRUCTURAL 1.A1.A 1.B1.B 1.C1.C H1 DEMOLITION FLOOR PLAN - LEVEL 1 - PEASE DEMOLITION FLOOR PLAN - LEVEL 1 - PEASE 1/8" = 1'-0" EXISTING EXTERIOR SHADE STRUCTURE 1.D1.D 1.E1.E 1.F1.F DEMOLISH EXISTING STAIRS A9/A-211 A12/A-401 O.H. 9 1 1 0 2 1 A 1 0 1 201 601 101 101 101 202 101 1 1 2 - A / 1 L 106B 5 0 1 6 0 2 B 7 1 1 208 FLOOR SHAFT, REF. STRUCTURAL " 6 - ' 3 2' - 0" 1 1 2 - A / 1 F 115B 2 0 1 3 1 1 5 0 2 3 1 1 3 1 1 2 0 1 3 1 1 " 1 - ' 5 B 4 1 1 UP 205 102 102 201 204 101 101 101 101 204 B 1 1 1 C 3 1 1 1 0 5 - A / 3 1 A B 2 1 1 A1/A-401 F9/A-211 A6/A-401 UP 203 A 1 1 1 1 1 2 - A / 5 L 6 0 2 110B 3 0 1 3 0 1 3 0 1 9 0 1 3 0 1 3 0 1 3 0 1 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 1 1 2 - A / 1 A GENERAL NOTES: DEMOLITION 1. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE AND REPAIR TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. NOTIFY ARCHITECT OF ALL M.E.P. ITEMS LOCATED IN PARTITIONS OR CEILINGS NOT NOTED ON M.E.P. DRAWINGS. 3. REMOVAL OF DOORS INCLUDES REMOVAL OF FRAMES AND HARDWARE, U.N.O. 4. REMOVE ALL EXISTING DEBRIS, ABANDONED DUCT, WIRING, AND CONDUIT FROM ABOVE CEILING AREAS THAT ARE TO REMAIN. 5. REMOVE ALL EXISTING LIGHTING ON CEILING AREAS IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 6. REMOVE ALL EXISTING ELECTRICAL WORK IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 7. REMOVE ALL EXISTING PLUMBING WORK IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 8. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS, AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. 9. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED PARTITIONS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. 10. ELECTRICAL BOXES TO BE REMOVED FROM PARTITIONS TO REMAIN ARE INDICATED ON THE PLANS. REMOVE DEVICES AND REPAIR PARTITION, READY TO RECEIVE NEW FINISHES. 11. REMOVE AND SALVAGED EXISTING CHILDREN'S TILES FOR REUSE, TYP. GENERAL NOTES: FLOOR PLAN 1. ALL DIMENSIONS ARE TO FACE OF PARTITIONS UNLESS OTHERWISE NOTED. 2. THE INSIDE FACE OF ALL DOOR JAMBS IS TO BE LOCATED 4 INCHES FROM AN INSIDE CORNER UNLESS NOTED OR SHOWN OTHERWISE. 3. PROVIDE IN-WALL F.R.T. WOOD BLOCKING FOR ALL WALL MOUNTED ELEMENTS: EQUIPMENT, MILLWORK, ACCESSORIES, ETC.; REF. SPECIFICATIONS FOR MORE INFORMATION, TYP. 4. PATCH AND REPAIR ALL INTERIOR WALLS, CEILINGS, AND FINISHES WHERE EXISTING CONDITIONS OR PRIOR PHASE WORK HAVE LEFT SURFACES DAMAGED OR UNFINISHED 1.A1.A 1.B1.B 1.C1.C 1.D1.D 1.E1.E A12/A-401 1.F1.F A1 FLOOR PLAN - LEVEL 1 - PEASE FLOOR PLAN - LEVEL 1 - PEASE 1/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . ) 6 2 0 2 l a r t n e C ( R A - y r a t n e m e l E e s a e P y a W d e t i n U / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 5 5 : 9 4 : 1 6 2 0 2 / 3 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 PROGRESS PRINT 04/14/26 Not for regulatory approval, permitting, or construction. Registrant's Name: William H. Gresham IV Texas Registration Number: 22962 PEASE COMMUNITY CAMPUS - PHASE 1 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: SK / ND FLOOR PLAN & DEMOLITION FLOOR PLAN - LEVEL 1 A-111 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 DEMOLISH EXISTING FLOOR FOR SHAFT DEMOLISH EXISTING DOWNSPOUT, TYP. DEMOLISH EXISTING PLUMBING FIXTURES, REF. MEP DEMOLISH EXISTING STAIRS DEMOLISH EXISTING WINDOW TYP. DEMOLISH EXISTING FLOOR FOR SHAFT DEMOLISH EXISTING RAMP, REF. STRUCTURE 8.33% DN UP UP DEMOLISH EXISTING PLUMBING, REF. MEP UP UP DEMOLISH AND PREP WALL FOR NEW STOREFRONT REMOVE AND SALVAGED EXISTING CHILDREN'S TILES FOR REUSE, TYP. DEMOLISH EXISTING WINDOW TYP. DEMOLISH AND PREP WALL FOR NEW STOREFRONT 1.A1.A 1.B1.B 1.C1.C 1.D1.D 1.E1.E DEMOLISH EXISTING STAIRS 1.F1.F H1 DEMOLITION FLOOR PLAN - LEVEL 2 - PEASE DEMOLITION FLOOR PLAN - LEVEL 2 - PEASE 1/8" = 1'-0" A9/A-211 A12/A-401 O.H. 112 104 FLOOR SHAFT, REF. STRUCTURAL " 6 - ' 3 2' - 0" 105 104 104 104 104 104 104 106 1 1 2 - A / 1 L 7 0 2 204B 1 1 2 - A / 1 F 4 0 1 2 1 1 4 0 1 2 1 1 2 1 1 4 0 1 2 1 1 3' - 4 1/4" 3' - 4 1/4" " 9 - ' 4 " 9 - ' 4 UP UP 3' - 10" 3' - 10" FLOOR SHAFT, REF. STRUCTURAL UP UP 209 104 104 105 104 104 209 209 104 104 106 B 5 1 2 B 2 1 2 C 2 1 2 208B 7 0 2 1 1 2 - A / 5 L A1/A-401 F9/A-211 A6/A-401 3 0 1 3 0 1 3 0 1 7 0 1 3 0 1 3 0 1 3 0 1 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 1 1 2 - A / 1 A GENERAL NOTES: DEMOLITION 1. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE AND REPAIR TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. NOTIFY ARCHITECT OF ALL M.E.P. ITEMS LOCATED IN PARTITIONS OR CEILINGS NOT NOTED ON M.E.P. DRAWINGS. 3. REMOVAL OF DOORS INCLUDES REMOVAL OF FRAMES AND HARDWARE, U.N.O. 4. REMOVE ALL EXISTING DEBRIS, ABANDONED DUCT, WIRING, AND CONDUIT FROM ABOVE CEILING AREAS THAT ARE TO REMAIN. 5. REMOVE ALL EXISTING LIGHTING ON CEILING AREAS IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 6. REMOVE ALL EXISTING ELECTRICAL WORK IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 7. REMOVE ALL EXISTING PLUMBING WORK IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 8. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS, AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. 9. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED PARTITIONS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. 10. ELECTRICAL BOXES TO BE REMOVED FROM PARTITIONS TO REMAIN ARE INDICATED ON THE PLANS. REMOVE DEVICES AND REPAIR PARTITION, READY TO RECEIVE NEW FINISHES. 11. REMOVE AND SALVAGED EXISTING CHILDREN'S TILES FOR REUSE, TYP. GENERAL NOTES: FLOOR PLAN 1. ALL DIMENSIONS ARE TO FACE OF PARTITIONS UNLESS OTHERWISE NOTED. 2. THE INSIDE FACE OF ALL DOOR JAMBS IS TO BE LOCATED 4 INCHES FROM AN INSIDE CORNER UNLESS NOTED OR SHOWN OTHERWISE. 3. PROVIDE IN-WALL F.R.T. WOOD BLOCKING FOR ALL WALL MOUNTED ELEMENTS: EQUIPMENT, MILLWORK, ACCESSORIES, ETC.; REF. SPECIFICATIONS FOR MORE INFORMATION, TYP. 4. PATCH AND REPAIR ALL INTERIOR WALLS, CEILINGS, AND FINISHES WHERE EXISTING CONDITIONS OR PRIOR PHASE WORK HAVE LEFT SURFACES DAMAGED OR UNFINISHED 1.A1.A 1.B1.B 1.C1.C 1.D1.D 1.E1.E A12/A-401 1.F1.F A1 FLOOR PLAN - LEVEL 2 - PEASE FLOOR PLAN - LEVEL 2 - PEASE 1/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . ) 6 2 0 2 l a r t n e C ( R A - y r a t n e m e l E e s a e P y a W d e t i n U / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 1 0 : 0 5 : 1 6 2 0 2 / 3 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 PROGRESS PRINT 04/14/26 Not for regulatory approval, permitting, or construction. Registrant's Name: William H. Gresham IV Texas Registration Number: 22962 PEASE COMMUNITY CAMPUS - PHASE 1 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% DESIGN DEVELOPMENT Issues 03/16/26 Project Number: 16.25892.00 Project Lead: SK / ND FLOOR PLAN & & DEMOLITION FLOOR PLAN - LEVEL 2 A-112 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 DEMOLISH EXISTING FLOOR FOR SHAFT DEMOLISH EXISTING PLUMBING FIXTURES, REF. MEP DEMOLISH EXISTING DOWNSPOUT, TYP. DEMOLISH EXISTING WINDOW TYP. DEMOLISH EXISTING WALL, REF. STRUCTURAL DEMOLISH EXISTING WINDOW TYP. DEMOLISH EXISTING WALL, REF. STRUCTURAL DEMOLISH EXISTING FLOOR FOR SHAFT UP REMOVE EXISTING DOORS, FRAMES, AND HARDWARE UP DEMOLISH EXISTING WINDOW TYP. 1.A1.A 1.B1.B 1.C1.C 1.D1.D 1.E1.E 1.F1.F H1 DEMOLITION FLOOR PLAN - LEVEL 3 - PEASE DEMOLITION FLOOR PLAN - LEVEL 3 - PEASE 1/8" = 1'-0" A9/A-211 104 104 104 105 104 104 104 104 104 104 106 FLOOR SHAFT, REF. STRUCTURAL 1 1 2 - A / 1 L 1 1 1 1 1 2 - A / 1 F 4 0 1 4 0 1 4 0 1 3' - 4 1/4" 3' - 4 1/4" " 9 - ' 4 " 9 - ' 4 3' - 10" 3' - 10" FLOOR SHAFT, REF. STRUCTURAL UP UP 104 104 104 105 104 104 104 104 104 104 106 1 1 2 - A / 5 L 1 1 1 3 0 1 3 0 1 3 0 1 8 0 1 3 0 1 3 0 1 3 0 1 EXISTING WINDOWS TO BE REPLACED DEMOLISH EXISTING PLUMBING FIXTURES, REF. MEP 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 1 1 2 - A / 1 A GENERAL NOTES: DEMOLITION 1. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE AND REPAIR TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. NOTIFY ARCHITECT OF ALL M.E.P. ITEMS LOCATED IN PARTITIONS OR CEILINGS NOT NOTED ON M.E.P. DRAWINGS. 3. REMOVAL OF DOORS INCLUDES REMOVAL OF FRAMES AND HARDWARE, U.N.O. 4. REMOVE ALL EXISTING DEBRIS, ABANDONED DUCT, WIRING, AND CONDUIT FROM ABOVE CEILING AREAS THAT ARE TO REMAIN. 5. REMOVE ALL EXISTING LIGHTING ON CEILING AREAS IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 6. REMOVE ALL EXISTING ELECTRICAL WORK IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 7. REMOVE ALL EXISTING PLUMBING WORK IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 8. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS, AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. 9. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED PARTITIONS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. 10. ELECTRICAL BOXES TO BE REMOVED FROM PARTITIONS TO REMAIN ARE INDICATED ON THE PLANS. REMOVE DEVICES AND REPAIR PARTITION, READY TO RECEIVE NEW FINISHES. 11. REMOVE AND SALVAGED EXISTING CHILDREN'S TILES FOR REUSE, TYP. GENERAL NOTES: FLOOR PLAN 1. ALL DIMENSIONS ARE TO FACE OF PARTITIONS UNLESS OTHERWISE NOTED. 2. THE INSIDE FACE OF ALL DOOR JAMBS IS TO BE LOCATED 4 INCHES FROM AN INSIDE CORNER UNLESS NOTED OR SHOWN OTHERWISE. 3. PROVIDE IN-WALL F.R.T. WOOD BLOCKING FOR ALL WALL MOUNTED ELEMENTS: EQUIPMENT, MILLWORK, ACCESSORIES, ETC.; REF. SPECIFICATIONS FOR MORE INFORMATION, TYP. 4. PATCH AND REPAIR ALL INTERIOR WALLS, CEILINGS, AND FINISHES WHERE EXISTING CONDITIONS OR PRIOR PHASE WORK HAVE LEFT SURFACES DAMAGED OR UNFINISHED 1.A1.A 1.B1.B 1.C1.C F9/A-211 1.D1.D 1.E1.E 1.F1.F A1 FLOOR PLAN - LEVEL 3 - PEASE FLOOR PLAN - LEVEL 3 - PEASE 1/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . ) 6 2 0 2 l a r t n e C ( R A - y r a t n e m e l E e s a e P y a W d e t i n U / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 0 1 : 0 5 : 1 6 2 0 2 / 3 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 PROGRESS PRINT 04/14/26 Not for regulatory approval, permitting, or construction. Registrant's Name: William H. Gresham IV Texas Registration Number: 22962 PEASE COMMUNITY CAMPUS - PHASE 1 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% DESIGN DEVELOPMENT Issues 03/16/26 Project Number: 16.25892.00 Project Lead: SK / ND FLOOR PLAN & & DEMOLITION FLOOR PLAN - LEVEL 3 A-113 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GENERAL NOTES: DEMOLITION 1. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE AND REPAIR TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. 2. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. NOTIFY ARCHITECT OF ALL M.E.P. ITEMS LOCATED IN PARTITIONS OR CEILINGS NOT NOTED ON M.E.P. DRAWINGS. 3. REMOVAL OF DOORS INCLUDES REMOVAL OF FRAMES AND HARDWARE, U.N.O. 4. REMOVE ALL EXISTING DEBRIS, ABANDONED DUCT, WIRING, AND CONDUIT FROM ABOVE CEILING AREAS THAT ARE TO REMAIN. 5. REMOVE ALL EXISTING LIGHTING ON CEILING AREAS IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 6. REMOVE ALL EXISTING ELECTRICAL WORK IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 7. REMOVE ALL EXISTING PLUMBING WORK IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. 8. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS, AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. 9. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED PARTITIONS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. 10. ELECTRICAL BOXES TO BE REMOVED FROM PARTITIONS TO REMAIN ARE INDICATED ON THE PLANS. REMOVE DEVICES AND REPAIR PARTITION, READY TO RECEIVE NEW FINISHES. 11. REMOVE ALL EXISTING DUCTWORK IN ORDER TO AVOID CONFLICT WITH NEW CONSTRUCTION. www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 PROGRESS PRINT 04/14/26 Not for regulatory approval, permitting, or construction. Registrant's Name: William H. Gresham IV Texas Registration Number: 22962 PEASE COMMUNITY CAMPUS - PHASE 1 1106 Rio Grande St Austin, TX 78701 2.A2.A 2.B2.B 2.C2.C 2.D2.D 2.E2.E E 314 11 51 2. 55 6 AC DEMOLISH SPORT EQUIPMENT " 0 1 - ' 3 5 DEMOLISH EXISTING WALL, REF. STRUCTURAL " 0 - ' 3 7 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH REMOVE EXISTING DOORS, FRAMES, AND HARDWARE DEMOLISH EXISTING PLUMBING FIXTURES, REF. MEP E E E GM " 2 - ' 9 1 EXTERIOR SHADE STRUCTURE EXISTING STAIR TO REMAIN 0 100% DESIGN DEVELOPMENT Issues 03/16/26 Project Number: 16.25892.00 Project Lead: SK / ND DEMOLITION FLOOR PLAN - AUX. BLDG. A-114 2.12.1 EXISTING LOUVER EXISTING CISTERN 2.22.2 2.32.3 2.42.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A10 DEMOLITION FLOOR PLAN - AUX. BLDG. DEMOLITION FLOOR PLAN - AUX. BLDG. 1/8" = 1'-0" P N M L K J H G F E D C B A t v r . ) 6 2 0 2 l a r t n e C ( R A - y r a t n e m e l E e s a e P y a W d e t i n U / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 6 1 : 0 5 : 1 6 2 0 2 / 3 2 / 4 : e t a D t o l P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GENERAL NOTES: ROOF PLAN 1. MINIMUM 1/4" PER 1' - 0" SLOPE TO GUTTER; CRICKETS 1/2" PER 1' - 0" SLOPE MINIMUM. 2. EXISTING ROOF TO REMAIN; WORK LIMITED TO LOCALIZED MODIFICATIONS, PENETRATIONS, AND ASSOCIATED PATCHING AND REPAIRS. 3. PATCH AND REPAIR ALL ROOF AREAS AFFECTED BY NEW WORK TO MATCH EXISTING CONDITIONS, AND MAINTAIN EXISTING ROOF WARRANTY. 4. PROTECT EXISTING ROOF AND DRAINAGE SYSTEMS; REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION. 5. FLASH AND SEAL ALL NEW AND MODIFIED ROOF PENETRATIONS PER MANUFACTURER REQUIREMENTS AND COORDINATE WITH MEP WORK. EXISTING SCUPPER & DOWNSPOUT TO BE DEMOLISH EXISTING SCUPPER & DOWNSPOUT TO BE DEMOLISH 1.A1.A 1.B1.B 1.C1.C 1.D1.D 1.E1.E 1.F1.F EXISTING SCUPPER & DOWNSPOUT TO BE DEMOLISH H1 DEMOLITION ROOF PLAN DEMOLITION ROOF PLAN 1/8" = 1'-0" A9/A-211 - - - / - - - - / - OVERFLOW SCUPPER OVERFLOW SCUPPER 1 1 2 - A / 1 F EXISTING ROOF HATCH EXISTING SLOPE ROOF RIDGE EXISTING SLOPE OVERFLOW SCUPPER OVERFLOW SCUPPER F9/A-211 1 1 2 - A / 1 L 1 1 2 - A / 5 L EXISTING SLOPE EXISTING SLOPE -/--- 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 1 1 2 - A / 1 A 1.A1.A 1.B1.B 1.C1.C 1.D1.D 1.E1.E 1.F1.F A1 ROOF PLAN ROOF PLAN 1/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . ) 6 2 0 2 l a r t n e C ( R A - y r a t n e m e l E e s a e P y a W d e t i n U / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 3 2 : 0 5 : 1 6 2 0 2 / 3 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 PROGRESS PRINT 04/14/26 Not for regulatory approval, permitting, or construction. Registrant's Name: William H. Gresham IV Texas Registration Number: 22962 PEASE COMMUNITY CAMPUS - PHASE 1 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% DESIGN DEVELOPMENT Issues 03/16/26 Project Number: 16.25892.00 Project Lead: SK / ND ROOF PLAN & DEMOLITION PLAN A-115 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 MATERIALS SCHEDULE REVISION MARK DESCRIPTION MANUFACTURER FINISH/COLOR GROUT/SELANT COLOR NOTES PNT.10 PNT.11 PNT.12 PAINT PAINT PAINT SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SW 9173 SHIITAKE, SATIN SHEEN SW 7035 AESTHETIC WHITE, SATIN SHEEN - <varies> OVERFLOW SCUPPER OVERFLOW SCUPPER PRE-FINISHED DOWNSPOUT, PNT.12 PRE-FINISHED DOWNSPOUT, PNT.12 FORCED ENTRY-RESISTANT FILM APPLIED WHERE INDICATED BY CROSSHATCH L1 PARTIAL BUILDING ELEVATION - WEST PARTIAL BUILDING ELEVATION - WEST 3/32" = 1'-0" L5 PARTIAL BUILDING ELEVATION - WEST PARTIAL BUILDING ELEVATION - WEST 3/32" = 1'-0" PRE-FINISHED DOWNSPOUT, PNT.12 EXISTING CORNICE, PNT.11 EXISTING SMOOTH PLASTER, PNT.11 EXISTING PLASTER, PNT.10 ALUMINUM FRAMED WINDOW, TYP. STAIRS, FIELD VERIFY EXISTING CONDITIONS EXISTING CANOPY F1 BUILDING ELEVATION - WEST BUILDING ELEVATION - WEST 3/32" = 1'-0" F9 BUILDING ELEVATION - SOUTH BUILDING ELEVATION - SOUTH 3/32" = 1'-0" EXISTING CORNICE, PNT.11 EXISTING SMOOTH PLASTER, PNT.11 EXISTING PLASTER, PNT.10 ALUMINUM FRAMED WINDOW, TYP. STAIRS, FIELD VERIFY EXISTING CONDITIONS, REFINISH TO MATCH EXISTING ADDRESS SIGNAGE 1 0 5 - A / 1 K GENERAL NOTES: EXTERIOR ELEVATIONS 1. EXISTING PLASTER TO BE PAINTED AND REPAIRED. 2. EXISTING CORNICE TO BE PAINTED AND REPAIRED. 3. COORDINATE AND REPAIR PLASTER CRACKS; SMALL CRACKS (TYPICALLY <5 MILLIMETERS); 6-10 MILLIMETERS ARE TO BE SEALED BEFORE PAINTING; LARGER CRACKS TO BE ROUTED AND SEALED. 4. SOUNDING AT THE PERIMETER OF THE LARGER CRACKS SHOULD BE PERFORMED TO VERIFY THAT THE ADJACENT PLASTER IS NOT DELAMINATED. 5. DELAMINATED STUCCO SHOULD BE REMOVED (SAW CUT EDGES). GRIND THE EXISTING FINISH AND PART OF THE BASE COAT TO ALLOW FOR INSTALLATION OF REINFORCING MESH ACROSS THE PATCH EDGES. NEW FINISH WILL INTEGRATE TO EXISTING FINISHING. 6. AREAS WITH DISTRESSED COATING AND UNADHERED FROM THE SUBSTRATE NEED TO BE SCRAPED CLEAN. ALLOW FOR INSPECTION OF THE SUBSTRATE PRIOR TO THE APPLICATION OF THE NEW COATING. MATERIALS LEGEND PNT.10 PNT.11 PNT.12 OVERFLOW SCUPPER EXISTING CORNICE. PNT.11 EXISTING PLASTER, PNT.10 ALUMINUM FRAMED WINDOW, TYP. STAIRS, FIELD VERIFY EXISTING CONDITIONS ALUMINUM STOREFRONT TO INFILL EXISTING OPENING OVERFLOW SCUPPER PRE-FINISHED DOWNSPOUT, PNT.12 EXISTING CORNICE, PNT.11 ALUMINUM FRAMED WINDOW, TYP. EXISTING PLASTER, PNT.10 FORCED ENTRY-RESISTANT FILM APPLIED WHERE INDICATED BY CROSSHATCH EXISTING PLAQUE STAIRS, FIELD VERIFY EXISTING CONDITIONS ALUMINUM STOREFRONT TO INFILL EXISTING OPENING FORCED ENTRY-RESISTANT FILM APPLIED WHERE INDICATED BY CROSSHATCH A1 BUILDING ELEVATION - EAST BUILDING ELEVATION - EAST 3/32" = 1'-0" A9 BUILDING ELEVATION - NORTH BUILDING ELEVATION - NORTH 3/32" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . ) 6 2 0 2 l a r t n e C ( R A - y r a t n e m e l E e s a e P y a W d e t i n U / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 8 4 : 0 5 : 1 6 2 0 2 / 3 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 PROGRESS PRINT 04/14/26 Not for regulatory approval, permitting, or construction. Registrant's Name: William H. Gresham IV Texas Registration Number: 22962 PEASE COMMUNITY CAMPUS - PHASE 1 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% DESIGN DEVELOPMENT Issues 03/16/26 Project Number: 16.25892.00 Project Lead: SK / ND BUILDING ELEVATIONS A-211 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 3' - 8" 12' - 1" " 6 - ' 3 " 0 - ' 8 " 6 - ' 3 DEMO EXISTING LANDING AND STAIRS EXPLORATORY DEMOLITION NOTES: 1. PRIOR TO FULL DEMOLITION OF THE LANDING AND STAIRS, A SMALL PORTION OF THE LANDING IS TO BE DEMOLISHED TO CONFIRM THAT EXISTING LANDING AND STAIRS ARE SUPPORTED ON GRADE. 2. PRIOR TO THE FULL DEMOLITION OF ANY INTERIOR WALLS, THE FINISHES ARE TO BE REMOVED TO EXPOSE THE FRAMING. IF IT CAN BE IMMEDIATELY DETERMINED THAT THE WALLS ARE NON-LOAD BEARING THEY MAY DEMOLISHED. IF IT CAN NOT BE IMMEDIATELY DETERMINED WHETHER THEY ARE NON-LOAD BEARING NOTIFY STRUCTURES PE. P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 7 4 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P 1 FOUNDATION DEMO PLAN - PHASE 1 1/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM FOUNDATION DEMO PLAN S-101 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 EXISTING EXTERIOR SHADE STRUCTURE 2% SLOPE 2% SLOPE HSS4X4X1/2 B.P. "B" 7 S-301 " 2 - ' 5 " 0 - ' 2 3' - 0" 3' - 0" 106B A 1 0 1 7 S-301 " 0 - ' 4 5 0 1 B 7 1 1 208 FLOOR SHAFT, REF. STRUCTURAL 115B 2 0 1 3 1 1 5 0 2 3 1 1 3 1 1 2 0 1 9 1 1 2% SLOPE 0 2 1 201 601 101 101 101 202 101 UP UP 7 7 3 1 1 7 S-301 HSS4X4X1/2 B.P. "B" 205 HSS4X4X1/2 B.P. "B" 102 B 4 1 1 " 0 - ' 5 1' - 4" 8" 5" 1' - 7" 102 201 B 1 1 1 8 S-301 204 C 3 1 1 1.A1.A 1.B1.B 1.C1.C 1 FOUNDATION PLAN - PHASE 1 1/8" = 1'-0" S-301 101 HSS4X4X3/8 B.P. "B" HSS4X4X3/8 B.P. "A" 101 S-301 101 HSS4X4X3/8 B.P. "B" HSS4X4X3/8 B.P. "A" " 6 - ' 1 3' - 0" 3' - 0" 101 204 203 3' - 0" " 8 - ' 6 B 2 1 1 8 S-301 A 1 1 1 " 0 - ' 4 7 6 0 S-301 2 2' - 0" 110B 3' - 0" PAVING -REF. CIVIL " 0 - ' 2 HSS4X4X1/2 B.P. "B" 8' - 10 7/8" 1.E1.E 1.D1.D " 0 - ' 3 HSS4X4X1/2 B.P. "B" "HSS4X4X1/2 B.P. "B" 0 - ' 3 2' - 0" 6 0 2 HSS4X4X1/2 B.P. "B" HSS4X4X1/2 B.P. "B" 7 S-301 O.H. 8 S-301 3 0 1 3 0 1 3 0 1 9 0 1 3 0 1 3 0 1 3 0 1 8 S-301 1.F1.F 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 8 4 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM FOUNDATION PLAN S-102 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 . . C O " 6 1 @ 2 1 X 2 ) e ( . . C O " 6 1 @ 2 1 X 2 ) e ( EXPLORATORY DEMOLITION NOTES: 1. A SMALL PORTION OF THE RAMP AT LEVEL 2 TO LEVEL 2.5 IS TO BE DEMOLISHED TO EXPOSE THE FRAMING UNDER THE RAMP.. 2. PRIOR TO THE FULL DEMOLITION OF ANY INTERIOR WALLS, THE FINISHES ARE TO BE REMOVED TO EXPOSE THE FRAMING. IF IT CAN BE IMMEDIATELY DETERMINED THAT THE WALLS ARE NON-LOAD BEARING THEY MAY DEMOLISHED. IF IT CAN NOT BE IMMEDIATELY DETERMINED WHETHER THEY ARE NON-LOAD BEARING NOTIFY STRUCTURES PE. 7' - 2" (F.V.) 2' - 10" " 3 - ' 4 " 3 - ' 4 M A E B E T E R C N O C E D W I " 2 1 / 1 1 ) E ( M A E B E T E R C N O C E D W I " 2 1 / 1 1 ) E ( I Y F R E V D L E F - I I Y F R E V D L E F - I NEW OPENING IN EXISTING FLOOR FOR CHASE 2' - 10" NEW OPENING IN EXISTING FLOOR FOR CHASE (e) 2X12 @ 16" O.C. 1' - 6" " 0 - ' 3 (e) S18X54.7 (e) 2X12 @ 16" O.C. (e) S18X54.7 (e) 2X12 @ 16" O.C. 1 LEVEL 2 DEMO PLAN - PHASE 1 1/8" = 1'-0" P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 0 5 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM LEVEL 2 DEMO PLAN S-103 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SIM 2 S-601 (2) 1 3/4" X 11 7/8" LVL 7 0 2 204B 112 104 " 0 - 2 105 104 104 104 104 104 104 106 4 0 1 2 1 1 4 0 1 2 1 1 2 1 1 4 0 1 2 1 1 B 5 1 2 FLOOR SHAFT, (e) 2X12 @ 16" O.C. REF. STRUCTURAL ' 3 S-601 L 1' - 6 3/8" V L 8 / 7 1 1 X 4 / 3 1 ) 2 ( (e) 2X12 @ 16" O.C. (e) 2X12 @ 16" O.C. 5 S-501 UP UP M A E B E T E R C N O C E D W I 3' - 10 1/4" I 3' - 10 1/4" Y F R E V D L E F - " 2 1 1 1 ) E ( I / " 3 - ' 4 W10X15 W10X15 " 3 - ' 4 M A E B E T E R C N 2' - 10" O C 2' - 10" E D W I I Y F R E V D L E F - I " 2 1 / 1 1 ) E ( FLOOR SHAFT, REF. STRUCTURAL 5 S-501 UP UP 209 104 104 105 104 104 209 209 104 104 106 C 2 1 2 208B 7 0 2 1 S-201 2 S-201 4 S-201 O.H. 3 0 1 3 0 1 3 0 1 7 0 1 3 0 1 3 0 1 3 0 1 1.11.1 1.21.2 1.31.3 1.41.4 1.51.5 1.61.6 . . C O " 6 1 @ 2 1 X 2 ) e ( . . C O " 6 1 @ 2 1 X 2 ) e ( 1.A1.A 1.B1.B 1.C1.C 1.D1.D 1.E1.E 1.F1.F 3 S-201 1 LEVEL 2 FRAMING PLAN - PHASE 1 1/8" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 1 5 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM LEVEL 2 FRAMING PLAN S-104 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 . . C O " 6 1 @ 2 1 X 2 ) e ( . . C O " 6 1 @ 2 1 X 2 ) e ( EXPLORATORY DEMOLITION NOTES: 1. PRIOR TO THE FULL DEMOLITION OF ANY INTERIOR WALLS, THE FINISHES ARE TO BE REMOVED TO EXPOSE THE FRAMING. IF IT CAN BE IMMEDIATELY DETERMINED THAT THE WALLS ARE NON-LOAD BEARING THEY MAY DEMOLISHED. IF IT CAN NOT BE IMMEDIATELY DETERMINED WHETHER THEY ARE NON-LOAD BEARING NOTIFY STRUCTURES PE. NEW OPENING IN EXISTING FLOOR FOR CHASE " 0 - ' 3 1' - 6" (e) 2X12 @ 16" O.C. (e) 2X12 @ 16" O.C. M A E B E T E R C N O C E D W I " 2 1 / 1 1 ) E ( I Y F R E V D L E F - I 7' - 6 1/2" (F.V.) 2' - 10" " 3 - ' 4 " 3 - ' 4 M A E B E T E R C N O C E D W I " 2 1 / 1 1 ) E ( I Y F R E V D L E F - I (e) 2X12 @ 16" O.C. NEW OPENING IN EXISTING FLOOR FOR CHASE 2' - 10" 1 LEVEL 3 DEMO PLAN - PHASE 1 1/8" = 1'-0" P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 2 5 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM LEVEL 3 DEMO PLAN S-105 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SIM 2 S-601 (2) 1 3/4" X 11 7/8" LVL DEMOLISH EXISTING DOWNSPOUT, TYP. DEMOLISH EXISTING WINDOW TYP. DEMOLISH EXISTING FLOOR FOR SHAFT (e) 2X12 @ 16" O.C. DEMOLISH EXISTING PLUMBING FIXTURES, REF. MEP L V L 8 / 7 1 1 X 4 / 3 1 ) 2 ( DEMOLISH EXISTING WINDOW TYP. DEMOLISH EXISTING WALL, REF. STRUCTURAL (e) 2X12 @ 16" O.C. DEMOLISH EXISTING WALL, REF. STRUCTURAL 7' - 6 1/2" (F.V.) 5 DEMOLISH S-501 EXISTING FLOOR FOR SHAFT W10X15 W10X15 5 S-501 (e) 2X12 @ 16" O.C. UP UP REMOVE EXISTING DOORS, FRAMES, AND HARDWARE DEMOLISH EXISTING WINDOW TYP. . . C O " 6 1 @ 2 1 X 2 ) e ( . . C O " 6 1 @ 2 1 X 2 ) e ( 1.11.1 1.21.2 EXISTING WINDOWS TO BE REPLACED DEMOLISH EXISTING PLUMBING FIXTURES, REF. MEP 1.31.3 1.41.4 1.51.5 1.61.6 1.A1.A 1.B1.B 1.C1.C 1.D1.D 1.E1.E 1.F1.F 1 LEVEL 3 FRAMING PLAN - PHASE 1 1/8" = 1'-0" FRAMING PLAN NOTE: 1. FLOOR TO BE LEVELED USING SELF- LEVELLING CEMENTIOUS MATERIAL - 1" MAXIMUM DEPTH. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 3 5 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM LEVEL 3 FRAMING PLAN S-106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GENERAL NOTES: STAIR DETAILS 1. ALL EXPOSED METAL STAIR MEMBERS SHALL RECEIVE PRIMER AND FINISH, U.N.O. 2. SIZES OF ALL STEEL STAIR HANDRAIL AND GUARDRAIL MEMBERS SHOWN ARE MINIMUM AND ARE SHOWN FOR DESIGN INTENT ONLY. FABRICATOR IS RESPONSIBLE FOR DETERMINING MEMBER SIZES TO COMPLY WITH SPECIFIED LOADING CRITERIA. 3. ALL CONCRETE SURFACES OF METAL STAIRS SHALL RECEIVE A LIGHT BROOM FINISH. www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED 4. COORDINATE LANDING SUPPORT MEMBER SIZES WITH STRUCTURAL DRAWINGS. 5. COORDINATE STAIR OPENING WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION. 6. STEEL MEMBER SIZES SHOWN ARE FOR DESIGN INTENT ONLY. FABRICATOR IS RESPONSIBLE FOR STRUCTURAL DESIGN OF ALL STEEL STAIR ELEMENTS. 7. ALL PIPE USED IN THE FABRICATION OF HANDRAILS IS 1-1/4" DIA. STANDARD (SCHEDULE 40) STEEL PIPE, UNLESS MORE STRINGENT REQUIREMENT ARE NOTED ON THE DRAWINGS. 8. HANDRAILS SHALL BE CONTINUOUS FOR FULL LENGTH OF STAIR RUN AND EXTEND BEYOND TOP AND BOTTOM RISERS AS SHOWN. 9. VERIFY ALL FIELD CONDITIONS PRIOR TO FABRICATION. 10. SHEET METAL TREAD, RISER, & LANDING PANS. STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 PROGRESS PRINT 04/14/26 Not for regulatory approval, permitting, or construction. Registrant's Name: William H. Gresham IV Texas Registration Number: 22962 3/4" x 2" STEEL BAR GUARDRAIL WORK POINT 1' - 0" " 6 - ' 3 " 0 - ' 3 1/2" X 3/4" STEEL BAR PICKETS - CENTER ON BALUSTER 3/4" X 1 1/2" STEEL BAR 4" O.C. TYP. 3" " 6 - ' 3 " 0 - ' 3 " 6 - ' 3 " 0 - ' 3 4" O.C. 4" O.C. TYP. TYP. WORK POINT 1/2" X 3/4" STEEL BAR PICKETS AT 4" O.C., MAX. 3/4" x 2" STD. STEEL BAR GUARDRAIL 1 1/4" Ø STD. STEEL PIPE (TYP.) 12" DEEP STL. CHANNEL STRINGER " 2 ONE TREAD DEPTH (11" MIN.) " 0 - ' 3 1" 3 1/2" 1 1/2" 2" CLOSE END OF STRINGER STL. BASE CLIP ANGLE WELDED TO STRINGER EXP. ANCHOR W/ 2 1/2" MIN. EMBEDMENT 6" 3/4" X 2" STEEL BAR GUARDRAIL 1 1/4" Ø STD. STL. PIPE HANDRAIL WHERE APPLICABLE 3/4" X 1 1/2" STEEL BAR SUPPORT " 6 - ' 3 " 0 - ' 3 1/2" X 3/4" STEEL BAR PICKETS - CENTER ON BALUSTER 3/4" X 1 1/2" STEEL CONC. FILLED STEEL TREADS METAL TREAD PANS W/ INTEGRAL RISERS STEEL CHANNEL, REF. STRUC. " 3 " 4 5" 1/2" X 3/4" STEEL BAR PICKETS 5" X 5" X 1/4" STL. PLATE 1 1/4" Ø PIPE HANDRAIL TERMINATE INTO PLATE J1 PIPE HANDRAIL TERMINATION PIPE HANDRAIL TERMINATION 6" = 1'-0" J4 SECTION DETAIL - TOP OF STAIR SECTION DETAIL - TOP OF STAIR 1 1/2" = 1'-0" J9 SECTION DETAIL - BOTTOM OF STAIR SECTION DETAIL - BOTTOM OF STAIR 1 1/2" = 1'-0" J14 GUARDRAIL DETAIL AT STAIR GUARDRAIL DETAIL AT STAIR 1 1/2" = 1'-0" 1.B1.B 1.E1.E 1.F1.F J14/A-401 LEVEL 2 110' - 8" LEVEL 1 100' - 0" J4/A-401 J4/A-401 I G N D N A L E T A D E M R E T N I I PAVING, REF. CIVIL J9/A-401 S R E S I R . Q E 9 1 T U O H T W I " 0 - ' 2 1 . X A M : E T O N ) . F . I . V ( " 8 - ' 0 1 LEVEL 2 110' - 8" LEVEL 1 100' - 0" PAVING, REF. CIVIL D1 SECTION - EXTERIOR STAIR SECTION - EXTERIOR STAIR 1/4" = 1'-0" D6 SECTION - EXTERIOR STAIR SECTION - EXTERIOR STAIR 1/4" = 1'-0" 11" 7" 2" 209 HANDRAIL GUARDRAIL B 5 1 2 E P O L S 1' - 0" D1/A-401 7' - 7" LANDING 16' - 6" 18 EQ. TREADS @ 11" " 7 - ' 1 " 4 - ' 3 1 0 4 - A / 4 1 J 1' - 0" 1.B1.B 11" 209 209 11" 20' - 10" LANDING B 2 1 2 " 2 - ' 5 I G N D N A L " 0 - ' 4 I G N D N A L D6/A-401 E P O L S 5' - 10" 4" C 2 1 2 [NO SLOPE] 1' - 0" 7' - 3" LANDING 7' - 1" LANDING 16' - 6" 18 EQ. TREADS @ 11" I G N D N A L E T A D E M R E T N I I J9/A-401 S R E S I R . Q E 1 2 T U O H T W I " 0 - ' 2 1 . X A M : E T O N ) . F . I . V ( " 5 - ' 1 1 J14/A-401 J4/A-401 LEVEL 2.5 113' - 5" LEVEL 1.5 102' - 0" LEVEL 1 100' - 0" PAVING. REF. CIVIL D12 SECTION - EXTERIOR STAIR SECTION - EXTERIOR STAIR 1/4" = 1'-0" 5' - 2" LANDING 208B " 1 1 7 0 2 I G N D N A L E T A D E M R E T N I I J9/A-401 S R E S I R . Q E 9 1 T U O H T W I " 0 - ' 2 1 . X A M : E T O N ) . F . I . V ( " 8 - ' 0 1 1.51.5 HANDRAIL GUARDRAIL 1 0 4 - A / 4 1 J 1' - 0" " 0 1 " 4 - ' 3 " 7 - ' 3 1 I G N D N A L D12/A-401 SLOPE 3' - 10" 2" HANDRAIL GUARDRAIL [NO SLOPE] 1' - 0" 10' - 1" 1.E1.E 18' - 4" 20 EQ. TREADS @ 11" 1 0 4 - A / 4 1 J 1.F1.F 1.61.6 " 6 " 4 - ' 3 A1 FLOOR PLAN - EXTERIOR STAIR FLOOR PLAN - EXTERIOR STAIR 1/4" = 1'-0" A6 FLOOR PLAN - EXTERIOR STAIR FLOOR PLAN - EXTERIOR STAIR 1/4" = 1'-0" A12 FLOOR PLAN - EXTERIOR STAIR FLOOR PLAN - EXTERIOR STAIR 1/4" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 PEASE COMMUNITY CAMPUS - PHASE 1 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% DESIGN DEVELOPMENT Issues 03/16/26 Project Number: 16.25892.00 Project Lead: SK / ND STAIR AND RAMP PLANS, SECTIONS, & DETAILS A-401 P N M L K J H G F E D C B A t v r . ) 6 2 0 2 l a r t n e C ( R A - y r a t n e m e l E e s a e P y a W d e t i n U / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 1 5 : 0 5 : 1 6 2 0 2 / 3 2 / 4 : e t a D t o l P 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 209 104 104 1 S-502 6" 2 S-502 6" C8X11.5 " 1 1 - ' 4 2 S-503 5 S-502 B 5 1 2 3 1/2" THICK 5 . 1 1 X 8 C 5 . 1 1 X 8 C 8 S-502 5 . 1 1 X 8 C L2 1/2X2 1/2X5/16 KICKER (DASHED LINE), TYP. C8X11.5 3 S-503 5 S-502 SIM 6' - 6" 1 ENLARGED PLAN 1/4" = 1'-0" CONCRETE SLAB ON STEEL DECK - SEE S-002 STAIR BY DELEGATED DESIGN ENGINEER -REF ARCH NOTE: 1. ALL EXTERIOR STEEL MEMBERS TO RECEIVE EXTERIOR PAINT COATINGS -REF. ARCH. SPECIFICATIONS 2. ALL EXTERIOR STAIR STEEL SHALL MEET AESS 2 REQUIREMENTS -SEE STRUCTURAL NOTES. 104 209 1 6" S-502 5 . 1 1 X 8 C 5 . 1 1 X 8 C 3 1/2" THICK 5 S-502 3 1/2" SLAB (TOTAL THICKNESS)ON 1.0C20 NON-COMPOSITE METAL DECK 4 S-502 SIM,O.H. 4 S-502 3' - 8 1/8" 3' - 5 7/8" 3' - 0 3/8" 2' - 11" 3' - 6 3/8" CONCRETE SLAB ON STEEL DECK - SEE S-002 3' - 6 1/8" 209 2 S-502 6" 104 104 C 2 1 2 3 O.H. S-502 3 1 X 8 W 3 1 X 8 W C8X11.5 / " 2 1 3 " 3 5 . 1 1 X 8 C W8X31 4 S-501 5 . 1 1 X 8 C C8X11.5 6 S-502 3 1 X 8 W 3 1 X 8 W 5 . 1 1 X 8 C 4 S-502 7 S-502 5 . 1 1 X 8 C STAIR BY DELEGATED DESIGN ENGINEER -REF. ARCH. " 4 - ' 5 " 0 - ' 4 NOTE: 1. ALL EXTERIOR STEEL MEMBERS TO RECEIVE EXTERIOR PAINT COATINGS -REF. ARCH. SPECIFICATIONS 2. ALL EXTERIOR STAIR STEEL SHALL MEET AESS 2 REQUIREMENTS -SEE STRUCTURAL NOTES. 7' - 2" 5' - 11 3/8" 2 ENLARGED PLAN 1/4" = 1'-0" 5 S-502 2 S-503 C8X11.5 1 S-502 208B 3 0 1 NOTE: 1. ALL EXTERIOR STEEL MEMBERS TO RECEIVE EXTERIOR PAINT COATINGS -REF. ARCH. SPECIFICATIONS 2. ALL EXTERIOR STAIR STEEL SHALL MEET AESS 2 REQUIREMENTS -SEE STRUCTURAL NOTES. 9' - 2 7/8" 4' - 11 5/8" 4' - 3 1/8" 5 S-502 DELEGATED STEEL STAIR DESIGN (BY STAIR MFR.) -REF. ARCH. CONCRETE SLAB ON STEEL DECK - SEE S-002 " 2 / 1 2 - ' 3 1 " 8 / 1 0 1 - ' 4 " 8 / 7 6 - ' 4 " 8 / 3 9 - ' 3 SIM 5 S-502 C8X11.5 C8X11.5 5 . 1 1 X 8 C 5 . 1 1 X 8 C 9 S-502 3" 3 1/2" 7 0 2 2 S-502 1 S-503 C8X11.5 3 1/2" THICK 5 . 1 1 X 8 C 8 S-502 C8X11.5 5 S-502 4' - 11 7/8" 4' - 2 1/2" 9' - 2 3/8" 3 ENLARGED PLAN 1/4" = 1'-0" L2 1/2X2 1/2X5/16 KICKER (DASHED LINE), TYP. DELEGATED STEEL STAIR DESIGN (BY STAIR MFR.) -REF. ARCH. " 2 / 1 2 - ' 3 1 " 8 / 3 1 - ' 4 " 8 / 7 2 - ' 4 " 8 / 1 0 1 - ' 4 C8X11.5 3 1/2" THICK 8 S-502 5 . 1 1 X 8 C 9 S-502 5 . 1 1 X 8 C C8X11.5 C8X11.5 5 . 1 1 X 8 C SIM 5 S-502 3" 3 1/2" 204B C8X11.5 5 S-502 2 S-502 1 S-502 7 0 2 2 S-503 CONCRETE SLAB ON STEEL DECK - SEE S-002 4 ENLARGED PLAN 1/4" = 1'-0" 3 0 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 4 5 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM EXTERIOR STAIR ENLARGED PLANS S-201 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 B 1 1/2" Q E Q E STEEL COLUMN - SEE PLAN EQ EQ 1 1/2" " 2 1 / 1 L " 2 1 / 1 1/4 STEEL COLUMN - SEE PLAN B 1 1/2" " 2 1 / 1 Q E Q E 1/2 COL. WIDTH +1/2" (3" MIN.) L " 2 1 / 1 1/4 1/2" TYP. SUPPORTING MEMBER . I N M " 2 / 1 E P O C O T BASE PLATE SIZE COLUMN B HSS4X4 10" L 10" T 3/4" H.C.A. ANCHORS (4) 1/2" Ø X 8" H.C.A. BASE PLATE SIZE COLUMN B HSS4X4 10" L 10" T 3/4" H.C.A. ANCHORS (4) 1/2" Ø X 8" H.C.A. 2" 3 1/2" MIN. BASE PLATE TYPE "A" BASE PLATE TYPE "B" 1/4 STEEL BEAM - SEE PLAN BEAM "N" "L" (INCHES) PLATE THICKNESS WELD SIZE CAPACITY (LRFD) MINIMUM REQUIRED BOLT ROW SCHEDULE A A " 2 1 / 1 " 2 1 / 1 S T L O B " N " S W O R . . C O " 3 @ " L " " 2 1 / 1 VIEW A-A 3/8" SHEAR PLATE W/ 3/4" Ø A325N THRU BOLTS WITH STD. HOLES - SEE NOTE 6 W8 - W10 W12 - W14 W16 - W18 W21 W24 - W27 W30 W30 - W36 2 3 4 5 6 7 8 6" 9" 12" 15" 18" 21" 24" 3/8" 3/8" 3/8" 3/8" 5/16" 5/16" 5/16" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 24.8 KIPS 43.4 KIPS 62.5 KIPS 81.3 KIPS 89.1 KIPS 108 KIPS 127 KIPS NOTES: 1. THIS CONNECTION DETAIL IS PROVIDED TO ASSIST THE DETAILER WHERE THIS CONNECTION DETAIL IS USED. NO CALCULATIONS ARE REQUIRED TO BE SUBMITTED FOR REVIEW, PROVIDED THAT ALL ASPECTS OF THE CONNECTIONS CONFORM TO THIS DETAIL. 2. ALL CONNECTIONS IN THE DRAWINGS WHICH ARE NOT COVERED BY THIS CONNECTION DETAIL MUST BE DESIGNED BY THE DETAILER. SIGNED AND SEALED DESIGN CALCULATIONS MUST BE SUBMITTED BY A REGISTERED ENGINEER FOR SUCH CONNECTION CONDITIONS. 3. AT THE DETAILER'S OPTION, ALTERNATE CONNECTION DETAILS MAY BE SUBMITTED FOR USE ON THIS PROJECT. ALTERNATE CONNECTION DETAILS MUST BE ACCOMPANIED BY DESIGN CALCULATIONS THAT ARE SIGNED AND SEALED BY A REGISTERED ENGINEER. 4. THE TABULATED CAPACITIES ARE FACTORED LOADS (LRFD) 5. THE TABULATED CAPACITIES ARE BASED ON GRADE 50 BEAMS, A36 PLATES AND ANGLES, A325N BOLTS, AND E70XX ELECTRODES. 6. HORIZONTALLY SHORT SLOTTED HOLES MAY BE USED IN LIEU OF STANDARD HOLES EXCEPT FOR BEAMS WITHIN BRACED FRAMES, AT MOMENT CONNECTIONS, OR WITH HORIZONTAL FORCES NOTED ON PLAN. HSS COLUMN - SEE PLAN W/ 3/8" CAP PLATE WF BEAM - SEE PLAN SEE TYPICAL SINGLE SHEAR PLATE CONNECTION DETAIL 1 COLUMN EMBED PLATES 1 1/2" = 1'-0" 2 TYPICAL SINGLE SHEAR PLATE CONNECTION 1 1/2" = 1'-0" 3 TYPICAL BEAM TO HSS COLUMN CONNECTION 1 1/2" = 1'-0" WF BEAM FLUSH TO BOTTOM OF CONCRETE -SEE PLAN EXISTING CONCRETE FLOOR FRAMING L4x4x3/8"x0'-7" W/ (2) 5/8"øx4" EMBED HILTI KWIK BOLT TZ2 EXPANSION ANCHORS EACH END OF BEAM 1/2" THICK GROUT BED BETWEEN TOP OF BEAM AND BOTTOM OF EXISTING CONCRETE 3/8" STIFFENER PL. EA. SIDE. ALIGNED WITH FLANGES 7" 7" PL. 1/4"X5"X 23" TOP AND BOTTOM 1/4 1/4 7" 7" NOTE: ALL STUDS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENT PER STRUCTURAL NOTES " 4 2" MIN. TYP R L C " 3 #4X2'-0" MINIMUM EACH SIDE OF ANCHOR GROUP EMBED PLATE - SEE PLAN AND SCHEDULE TOC = SEE PLAN HEADED CONCRETE ANCHOR - SEE BASE PLATE SCHEDULE PIGGY BACK STUD WHERE REQ'D 1/2" MAX STEEL CHANNEL - SEE PLAN 3/8" SHEAR PL. 3 1/2" MIN 1/4 4 WF BEAM MOMENT CONNECTION DETAIL 1 1/2" = 1'-0" STEEL BEAM CONNECTION TO EXISTING CONCRETE 1 1/2" = 1'-0" 5 6 TYPICAL HEADED CONCRETE ANCHOR (HCA) 3" = 1'-0" TYPICAL CHANNEL TO CHANNEL SHEAR CONNECTION 1 1/2" = 1'-0" 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 6 5 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM TYPICAL STEEL DETAILS S-501 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 AT EACH LANDING, STEEL SHALL BE ERECTED WITH 1/4" MAX GAP BETWEEN STEEL AND FURTHEST PROJECTION OF THE EXISTING MASONRY WALL. CONDITIONS WILL VARY BETWEEN STAIR LOCATIONS L4X3X1/4 LLV W/ RIPPED VERTICAL LEG 3/4"⌀ THRU-BOLT @ 2'-0" O.C. -PROVIDE 2" LONG VERTICAL SLOTTED HOLE IN CHANNEL AT EACH BOLT PL1/4X4X4 -HAND TIGHTEN NUT. TACK WELD NUT TO BOLT EXISTING LOAD-BEARING MASONRY WALL SLOPE (SEE PLAN) F.V. 1/4" MAX GAP SLAB ON METAL DECK -SEE PLAN L4X3X1/4 LLV W/ RIPPED VERTICAL LEG SLAB ON METAL DECK -SEE PLAN SLOPE (SEE PLAN) SLAB ON METAL DECK -SEE PLAN SLOPE (SEE PLAN) CL COL & BM L4X3X1/4 LLV W/ RIPPED VERTICAL LEG A " 3 CONT. 3/8" PLATE . I N M STEEL CHANNELS -SEE PLAN EXISTING LOAD-BEARING MASONRY WALL 3" 2" F.V. SINGLE SHEAR PLATE WELDED CONNECTION HSS COLUMN -SEE PLAN STEEL CHANNEL -SEE PLAN 5/16 45 2-12 TOP & BOTT OF PLATE VIEW "A" 1 4 STEEL TO EXISTING MASONRY CONNECTION 1 1/2" = 1'-0" 2 STEEL TO EXISTING MASONRY CONNECTION 1 1/2" = 1'-0" 3 STAIR DETAIL AT CORNER COLUMN 1 1/2" = 1'-0" GUARDRAIL -REF. ARCH. CONT. 3/8" COVER PLATE TOP & BOTT OF PLATE AT EA. VERT. RAIL POST 3 CL BM SLOPE (SEE PLAN) SLAB ON METAL DECK -SEE PLAN STEEL CHANNEL -SEE PLAN SINGLE SHEAR PLATE WELDED CONNECTION STEEL BEAM -SEE PLAN GUARDRAIL -REF. ARCH. L4X3X1/4 LLV W/ RIPPED VERTICAL LEG (MATCH SLAB SLOPE) STEEL CHANNEL -SEE PLAN SLAB ON METAL DECK -SEE PLAN SLAB ON METAL DECK -SEE PLAN L4X3X1/4 LLV W/ RIPPED VERTICAL LEG B SINGLE SHEAR PLATE WELDED CONNECTION STEEL CHANNEL -SEE PLAN STEEL BEAM -SEE PLAN EXTEND PLATE TO WEB OF CHANNEL VIEW "B" STAIR PERIMETER DETAIL AT WF EDGE BEAM 1 1/2" = 1'-0" 5 TYPICAL STAIR PERIMETER DETAIL 1 1/2" = 1'-0" 6 STAIR DETAIL AT PLATFORM CORNER 1 1/2" = 1'-0" STRINGER BY DELEGATED DESIGN ENGINEER 3/16 SLAB ON METAL DECK -SEE PLAN STRINGER BY DELEGATED DESIGN ENGINEER SLAB ON METAL DECK -SEE PLAN STEEL BEAM -SEE PLAN L3X3X1/4 CENTERED ON STRINGER STEEL CHANNEL -SEE PLAN SLOPE (SEE PLAN) SLAB ON METAL DECK -SEE PLAN 5/16 3" EA. SIDE GUARDRAIL -REF. ARCH. L4X3X1/4 LLV W/ RIPPED VERTICAL LEG (MATCH SLAB SLOPE) STEEL CHANNEL -SEE PLAN DIAGONAL BRACE -SEE PLAN 7 STAIR STRINGER TO WF CONNECTION 1 1/2" = 1'-0" 8 STAIR STRINGER TO CHANNEL CONNECTION 1 1/2" = 1'-0" 9 DIAGONAL BRACE CONNECTION 1 1/2" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 6 5 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM EXTERIOR STAIR DETAILS S-502 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 CL COL SLOPE CL COL & ANGLE A SLOPE 3" SLAB ON METAL DECK -SEE PLAN " 0 - ' 5 " 0 - ' 5 CL ANGLE MITRE CHANNELS AT CORNERS, TYP. SINGLE SHEAR PLATE WELDED CONNECTION HSS COLUMN -SEE PLAN VIEW "A" NOTE: CONCRETE ON METAL DECK NOT SHOWN FOR CLARITY. L4X4X1/4 1/4 VIEW "C" 1/4 VIEW "B" C B 1/4 1/4 1 CHANNEL OVER COLUMN DETAIL 1 1/2" = 1'-0" 2 CHANNEL TO COLUMN 1 1/2" = 1'-0" 3 STAIR CORNER WITH TWO CHANNELS 1 1/2" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 7 5 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM EXTERIOR STAIR DETAILS S-503 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 EXISTING LOAD BEARING MASONRY WALL EXISTING 2X WOOD DECKING TO REMAIN EXISTING 2X WOOD DECKING TO REMAIN EXISTING 2X WOOD DECKING TO REMAIN NEW LVL BEAM -SEE PLAN NEW LVL BEAM -SEE PLAN SIMPSON MIU 3.56/11 HANGER EXISTING 2X JOIST NEW LVL BEAM -SEE PLAN; POCKET BEAM 3" INTO EXISTING LOAD BEARING MASONRY WALL. PROVIDE TYPE N MASONRY MORTAR TO PROVIDE FULL BEARING UNDER NEW BEAM 1 LVL BM TO LVL BM CONNECTION 1" = 1'-0" 2 LVL BEAM TO LOAD BEARING MASONRY WALL 1" = 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 P N M L K J H G F E D C B A t v r . 6 2 R _ S E e s a e P 5 9 0 . 4 2 / 2 e s a h P y r a t n e m e l E e s a e P y a W d e t i n U 0 0 . 2 9 8 5 2 . 6 1 / / : s c o D k s e d o t u A : h t a P e l i F M P 7 5 : 5 0 : 2 1 6 2 0 2 / 0 2 / 4 : e t a D t o l P www.stgdesign.com © STG Design, Inc. ALL RIGHTS RESERVED STG Design, Inc. 828 West 6th Street Suite 300 Austin, TX 78703 512.899.3500 4315 GUADALUPE ST SUITE 301 AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 PROJECT NO.: 24.095 STRUCTURES PEASE COMMUNITY CAMPUS - PHASE I 1106 Rio Grande St Austin, TX 78701 PRINT THIS SHEET IN COLOR PLAN NORTH TRUE NORTH 0 100% CONSTRUCTION DOCUMENTS 04/20/26 Issues Project Number: 16.25892.00 Project Lead: ENM WOOD FRAMING DETAILS S-601