B.2.1 - 2001 Rosewood Ave - Plans — original pdf

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4 9 2 6 5 9 2 6 3 9 2 6 2 9 2 6 6 9 2 6 8 3 2 6 8 9 2 6 7 5 2 6 7 9 2 6 N A V N A V UNDER SEPARATE COVER G D L C B G D L B B 7 4 2 6 9 2 2 6 UNIT 102 0 3 2 6 UNIT 101 8 2 2 6 3 2 2 6 1 2 2 2 2 6 2 6 0 2 2 6 1919 CORNELL BUILDING TYPE F N A V N A V 1 3 2 6 UNDER SEPARATE COVER G D L A B 2 0 3 6 3 0 2 6 7 2 2 6 3 3 2 6 2 8 2 6 3 8 2 6 4 0 3 6 A 5 0 2 6 502 0 4 2 6 UNIT 104 4 4 2 6 T 7 1 2 6 2 4 2 6 1916 CORNELL BUILDING TYPE E UNIT 103 1 4 2 6 9 4 2 6 UNIT 102 C O R N UNIT 101 3 4 2 6 E L L S T . 1145 CHICON BUILDING TYPE D 2 5 2 6 3 5 2 6 2 1 6 6 1 2 UNIT 102 1915 CORNELL BUILDING TYPE F 6 2 UNIT 102 7 0 2 6 UNIT 101 4 1 2 3 1 2 6 6 UNIT 101 5 1 2 6 1913 CORNELL BUILDING TYPE F 8 0 2 6 9 0 2 6 6 0 2 6 01.01 10.01 1 6 O S P N S A T R C T 01 AH002 E E E T S T 8 4 2 6 4 7 2 6 3 7 2 6 UNIT 101 UNIT 102 0 8 2 6 UNIT 103 UNIT 104 1 8 2 6 8 7 2 6 6 0 3 6 7 0 3 6 0 1 3 6 8 0 3 9 6 0 3 6 UNIT 101 UNIT 102 UNIT 101 UNIT 102 UNIT 101 02.19 UNIT 102 8 1 2 6 1127 CHICON BUILDING TYPE F 9 1 2 6 CHICON ST. 1137 CHICON BUILDING TYPE G 1133 CHICON BUILDING TYPE G 9 9 2 6 0 0 3 6 1 0 3 6 01 Site Plan SCALE : 1" = 40'-0" KEYED NOTES 01.01 Existing clothes lines remain. 02.19 Demo existing concrete stoop, ramp, and handrails. Provide new concrete stoop at lowered elevation to match original. New sidewalk per LA. 10.01 Pad mounted condensers. Ref. AH002 for typical screen details. Urban Foundry Architecture 1306 Rio Grande Street Austin, Texas 78701 p: 512 . 294 . 2555 www.urbanfoundryarchitecture.com D O O W E S O R T A S Y A W H T A P S T R U O C 2 0 7 8 7 s a x e T , n i t s u A Mark Date Description - 01/14/2022 CONSTRUCTION DOCUMENTS 01/14/2022 Project North True North AH001 OVERALL SITE PLAN UFA Commission No.: 2027 PLAN LEGEND: SYMBOL DESCRIPTION AREA NOT IN CONTRACT. NO WORK TO BE DONE IN THIS AREA. PROTECT. NEW PARTITION. REFER TO PARTITION SCHEDULE. PARTITION REMAINS. PROTECT. ONE (1) HOUR FIRE RATED PARTITION. TWO (2) HOUR FIRE RATED PARTITION. REMOVE PARTITION COMPLETELY. NEW DOOR. REFER TO NOTES AND/OR SCHEDULE. LEGEND GENERAL NOTES: 1. NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT. REFER TO PLANS. 02.11 REMOVE DOOR AND FRAME. BUILDING TYPE D - DEMOLITION ROOF PLAN SCALE : 1/8" = 1'-0" 02 02.16 02.01 02.14 02.16 02.02 02.05 02.09 02.10 01.03 02.06 02.03 02.04 01 BUILDING TYPE D - DEMOLITION PLAN SCALE : 1/8" = 1'-0" 02.15 02.15 02.08 02.05 02.07 01. 02. 03. 04. 09. 10. 11. 12. 13. 14. 15. 16. 17. DEMOLITION GENERAL NOTES: Visit the site to become familiar with the scope of work and to field verify existing. Report any and all discrepancies or ambiguous items to the Architect. Note that there are demolition notes on the Civil and MEP plans, if issued, as well. Provide all other demolition work required by construction sequencing and means and methods to install the new and remodel work shown, whether such related and necessary demolition work is specifically noted on these drawings or not. Prior to start of demolition, secure from the Owner a list of additional existing building components to be salvaged such that salvaged components are delivered to the Owner in their existing condition. The Owner has first rights of salvage of all fixtures, equipment and building materials removed as part of the demolition and not reused in the new construction. Remove all other debris and waste from the site and dispose of properly, in accordance with any applicable federal, state and local regulations. 05. The Contractor will verify all opening requirements for architectural, structural, mechanical, electrical, plumbing, etc. work prior to framing or cutting for installation. 06. The Contractor will perform or directly supervise all cutting and patching for all trades without exception. 07. Prior to cutting or altering or removing any existing wall, footing or roof deck provide shoring, bracing and supports as required to maintain the structural integrity of the building/structure. 08. Provide materials for cutting and patching which will result in equal-or-better work than that being cut or patched. Existing construction that is being removed shall be removed carefully so as not to damage any existing construction that remains. All surfaces surrounding objects being removed are to be repaired and patched (in a rectangular pattern) to match existing conditions and made ready to receive any new finishes where applicable. Plumbing lines that are to be removed shall be capped as close to point of entry in floor or wall as possible, or removed completely. Patch floors and walls to match existing conditions. Where existing flooring, ceilings or wall finishes are to be removed and replaced with new finishes the surfaces to remain shall be stripped clean of all existing finishes and made ready to receive new finishes. Floor finishes being replaced shall be completely removed, and the floor cleaned and properly prepared prior to installation of new finish material. Inspect all floors that receive new finishes to assess existing conditions prior to commencement of construction. Patch, fill and strip floor as required, to provide a smooth, durable surface free of burrs and adhesive and suitable for application of new finish material. Under cut doors as required to accommodate new floor finishes. Where new concrete topping is being poured over existing concrete slab: bush hammer existing concrete finish for better bond. Where existing door openings are to be sealed: remove frame and patch wall with the same material and finish as the existing construction. New and existing wall shall align. Where light fixtures are being removed or replaced, ceiling surfaces shall be cleaned, repaired and patched to match the adjacent surfaces prior to installation of new light fixtures. Where door frames remain, repair frame - fill hinge pocket and all holes in frame to create finished case opening. Clean, sand smooth and paint frame to match existing door frames. If materials suspected of containing hazardous materials are encountered, do not disturb. Suspend Work and notify Architect and Owner immediately. Hazardous material shall be removed by Owner under a separate agreement. KEYED NOTES 01.03 Paint on interior surface of masonry wall remains- do not remove. Typ. at all exterior walls. 02.01 Remove all existing walls, doors,and equipment to water heater closet. throughout. 02.02 Remove existing millwork and associated plumbing fixtures 02.03 Remove all interior doors, frames, and hardware. 02.04 Remove all interior partitions. 02.05 Remove load bearing masonry wall, provide temporary shoring 02.06 Remove all exterior doors and hardware. Door frames to per struct. remain and be reused. 02.07 Remove all windows, blinds, and any associated trim. 02.08 Remove wall mounted light fixtures and associated exposed conduit. 02.09 Remove existing flooring throughout. 02.10 Remove all electrical fixtures including lighting, switches, outlets, and conduit back to panel. 02.11 Remove existing shingle roof, substrate, loose fill insulation, and gabled roof framing. Existing concrete roof slab to remain- protect. 02.14 Existing clothesline hooks to remain. 02.15 Existing pipe columns to remain and be refinished at all entries, ref. 02/AH310. 02.16 Existing pipe rail to remain and be refinished at all back patios. KEY PLAN LEGEND: F F F E D Urban Foundry Architecture 1306 Rio Grande Street Austin, Texas 78701 p: 512 . 294 . 2555 www.urbanfoundryarchitecture.com D O O W E S O R T A S Y A W H T A P S T R U O C 2 0 7 8 7 s a x e T , n i t s u A Mark Date Description - 01/14/2022 CONSTRUCTION DOCUMENTS 01/14/2022 AH011 DECONSTRUCTION FLOOR PLAN G G F UFA Commission No.: 2027 02.11 PARTITION REMAINS. PROTECT. www.urbanfoundryarchitecture.com BUILDING TYPE E - DEMOLITION ROOF PLAN SCALE : 1/8" = 1'-0" 03 02 BUILDING TYPE E - DEMOLITION PLAN SCALE : 1/8" = 1'-0" 02.01 02.14 02.05 02.17 02.16 02.02 02.05 02.08 02.15 02.09 02.10 02.06 02.03 02.04 01.03 02.07 02.13 02.18 02.07 02.18 BUILING TYPE E - DEMOLITION BASEMENT PLAN SCALE : 1/8" = 1'-0" 01 PLAN LEGEND: SYMBOL DESCRIPTION AREA NOT IN CONTRACT. NO WORK TO BE DONE IN THIS AREA. PROTECT. NEW PARTITION. REFER TO PARTITION SCHEDULE. ONE (1) HOUR FIRE RATED PARTITION. TWO (2) HOUR FIRE RATED PARTITION. REMOVE PARTITION COMPLETELY. NEW DOOR. REFER TO NOTES AND/OR SCHEDULE. REMOVE DOOR AND FRAME. LEGEND GENERAL NOTES: 1. NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT. REFER TO PLANS. DEMOLITION GENERAL NOTES: NOTE: Refer to Project's Scope of Work to determine if demolition is required within the project. Visit the site to become familiar with the scope of work and to field verify existing. Report any and all discrepancies or ambiguous items to the Architect. 01. 02. 03. 04. 05. 06. 07. 08. 09. 10. 11. 12. 13. 14. 15. 16. 17. Note that there are demolition notes on the Civil and MEP plans, if issued, as well. Provide all other demolition work required by construction sequencing and means and methods to install the new and remodel work shown, whether such related and necessary demolition work is specifically noted on these drawings or not. Prior to start of demolition, secure from the Owner a list of additional existing building components to be salvaged such that salvaged components are delivered to the Owner in their existing condition. The Owner has first rights of salvage of all fixtures, equipment and building materials removed as part of the demolition and not reused in the new construction. Remove all other debris and waste from the site and dispose of properly, in accordance with any applicable federal, state and local regulations. The Contractor will verify all opening requirements for architectural, structural, mechanical, electrical, plumbing, etc. work prior to framing or cutting for installation. The Contractor will preform or directly supervise all cutting and patching for all trades without exception. Prior to cutting or altering or removing any existing wall, footing or roof deck provide shoring, bracing and supports as required to maintain the structural integrity of the building/structure. Provide materials for cutting and patching which will result in equal-or-better work than that being cut or patched. Existing construction that is being removed shall be removed carefully so as not to damage any existing construction that remains. All surfaces surrounding objects being removed are to be repaired and patched (in a rectangular pattern) to match existing conditions and made ready to receive any new finishes where applicable. Plumbing lines that are to be removed shall be capped as close to point of entry in floor or wall as possible, or removed completely. Patch floors and walls to match existing conditions. Where existing flooring, ceilings or wall finishes are to be removed and replaced with new finishes the surfaces to remain shall be stripped clean of all existing finishes and made ready to receive new finishes. Floor finishes being replaced shall be completely removed, and the floor cleaned and properly prepared prior to installation of new finish material. Inspect all floors that receive new finishes to assess existing conditions prior to commencement of construction. Patch, fill and strip floor as required, to provide a smooth, durable surface free of burrs and adhesive and suitable for application of new finish material. Under cut doors as required to accommodate new floor finishes. Where new concrete topping is being poured over existing concrete slab: bush hammer existing concrete finish for better bond. Where existing door openings are to be sealed: remove frame and patch wall with the same material and finish as the existing construction. New and existing wall shall align. Where light fixtures are being removed or replaced, ceiling surfaces shall be cleaned, repaired and patched to match the adjacent surfaces prior to installation of new light fixtures. Where door frames remain, repair frame - fill hinge pocket and all holes in frame to create finished case opening. Clean, sand smooth and paint frame to match existing door frames. If materials suspected of containing hazardous materials are encountered, do not disturb. Suspend Work and notify Architect and Owner immediately. Hazardous material shall be removed by Owner under a separate agreement. KEYED NOTES 01.03 Paint on interior surface of masonry wall remains- do not remove. Typ. at all exterior walls. 02.01 Remove all existing walls, doors,and equipment to water heater closet. throughout. 02.02 Remove existing millwork and associated plumbing fixtures 02.03 Remove all interior doors, frames, and hardware. 02.04 Remove all interior partitions. 02.05 Remove load bearing masonry wall, provide temporary shoring 02.06 Remove all exterior doors and hardware. Door frames to per struct. remain and be reused. 02.07 Remove all windows, blinds, and any associated trim. 02.08 Remove wall mounted light fixtures and associated exposed conduit. 02.09 Remove existing flooring throughout. 02.10 Remove all electrical fixtures including lighting, switches, outlets, and conduit back to panel. 02.11 Remove existing shingle roof, substrate, loose fill insulation, and gabled roof framing. Existing concrete roof slab to remain- protect. 02.13 Remove abandoned water softening system. 02.14 Existing clothesline hooks to remain. 02.15 Existing pipe columns to remain and be refinished at all entries, ref. 02/AH310. 02.16 Existing pipe rail to remain and be refinished at all back patios. 02.17 Remove chainlink infill panel at guardrail. Pipe rail to remain. 02.18 Chip out concrete landing. KEY PLAN LEGEND: F F F E D G G F Urban Foundry Architecture 1306 Rio Grande Street Austin, Texas 78701 p: 512 . 294 . 2555 D O O W E S O R T A S Y A W H T A P S T R U O C 2 0 7 8 7 s a x e T , n i t s u A Mark Date Description - 01/14/2022 CONSTRUCTION DOCUMENTS 01/14/2022 AH012 DECONSTRUCTION FLOOR PLAN UFA Commission No.: 2027 Urban Foundry Architecture 1306 Rio Grande Street Austin, Texas 78701 p: 512 . 294 . 2555 www.urbanfoundryarchitecture.com PLAN LEGEND: SYMBOL DESCRIPTION AREA NOT IN CONTRACT. NO WORK TO BE DONE IN THIS AREA. PROTECT. NEW PARTITION. REFER TO PARTITION SCHEDULE. PARTITION REMAINS. PROTECT. ONE (1) HOUR FIRE RATED PARTITION. TWO (2) HOUR FIRE RATED PARTITION. REMOVE PARTITION COMPLETELY. NEW DOOR. REFER TO NOTES AND/OR SCHEDULE. REMOVE DOOR AND FRAME. LEGEND GENERAL NOTES: 1. NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT. REFER TO PLANS. D O O W E S O R T A S Y A W H T A P S T R U O C 2 0 7 8 7 s a x e T , n i t s u A KEYED NOTES 01.03 Paint on interior surface of masonry wall remains- do not remove. Typ. at all exterior walls. 02.01 Remove all existing walls, doors,and equipment to water heater closet. throughout. 02.02 Remove existing millwork and associated plumbing fixtures 02.03 Remove all interior doors, frames, and hardware. 02.04 Remove all interior partitions. 02.05 Remove load bearing masonry wall, provide temporary shoring 02.06 Remove all exterior doors and hardware. Door frames to per struct. remain and be reused. 02.07 Remove all windows, blinds, and any associated trim. 02.08 Remove wall mounted light fixtures and associated exposed conduit. 02.09 Remove existing flooring throughout. 02.10 Remove all electrical fixtures including lighting, switches, outlets, and conduit back to panel. 02.11 Remove existing shingle roof, substrate, loose fill insulation, and gabled roof framing. Existing concrete roof slab to remain- protect. 02.12 Remove temporary ramp and handrails at unit 102. 02.14 Existing clothesline hooks to remain. 02.15 Existing pipe columns to remain and be refinished at all entries, ref. 02/AH310. 02.16 Existing pipe rail to remain and be refinished at all back patios. 01.03 KEY PLAN LEGEND: 01/14/2022 F F F E D G G F AH013 DECONSTRUCTION FLOOR PLAN UFA Commission No.: 2027 BUILDING TYPE G - DEMOLITION ROOF PLAN SCALE : 1/8" = 1'-0" 04 BUILDING TYPE F - DEMOLITION ROOF PLAN SCALE : 1/8" = 1'-0" 02 02.16 02.16 02.14 02.07 02.01 02.14 Mark Date Description - 01/14/2022 CONSTRUCTION DOCUMENTS 02.11 02.01 02.02 02.03 02.04 02.11 02.16 02.02 02.05 02.09 02.10 02.03 02.04 02.06 02.12 02.08 02.15 02.09 02.10 01.03 02.15 02.06 02.07 02.05 02.08 02.15 03 BUILDING TYPE G - DEMOLITION PLAN SCALE : 1/8" = 1'-0" 01 BUILDING TYPE F- DEMOLITION PLAN SCALE : 1/8" = 1'-0" DS DS DS DS 1/8" per ft. DS 03.01 (RF.1) . t f r e p " 8 / 1 . t f r e p " 8 / 1 DS 1/8" per ft. DS DS DS DS LINE OF BUILDING BELOW DS 07.08 02 BUILDING TYPE D - NEW ROOF PLAN SCALE : 1/8" = 1'-0" 31' - 0" 25' - 6" 27' - 1 1/2" 03/AH201 W.5 W.1 W.5 W.4 W.10 W.5 W.1 W.7 W.5 W.4 W.1 D106S D106 D103 W.3 " 8 - ' 2 2 01 AH301 W.2 1 0 2 H A / 4 0 D105 D102 D104 UNIT 1A-H UNIT 101 W D 1 0 1 D S 1 0 1 D 02 AH301 D206S D207S D206 D207 D203 D202 D204 D205 UNIT 1B-H UNIT 102 DW 1 0 2 D S 1 0 2 D 01 BUILDING TYPE D - FLOOR PLAN SCALE : 1/8" = 1'-0" D303 4 0 3 D 2 0 3 D UNIT 1C-H UNIT 103 D305 W D 36' - 2" VERIFY W.11 D405 D407S D407 W.4 S 8 0 4 D 8 0 4 D 3 0 4 D D402 4 0 4 D D406 UNIT 1D-H UNIT 104 W D 1 0 3 D S 1 0 3 D 1 0 4 D S 1 0 4 D 05.01 03.02 26' - 8 1/2" W.2 W.8 1 0 2 H A / 2 0 1145 CHICON W.1 W.1 W.1 W.1 W.1 W.1 W.1 W.1 W.1 26' - 0" 30' - 6" 01/AH201 36' - 7" PLAN NOTES: 01. Refer to Index Sheet for typical graphical symbols and abbreviation index. 02. Refer to Mounting Height Sheet for Accessibility Guidelines. 03. 04. 05. 08. 09. In general, all horizontal dimensions are provided on plans, and all vertical dimensions are provided on elevations and/or sections unless otherwise noted. In general, the Overall Plan indicates exterior building dimensions, room numbers and names, door designations, exterior window designations, exterior elevations designations, building section and details designations. All other plan information is indicated on referenced area or enlarged plans. In general, Area and/or Enlarged Plans indicate interior building dimensions to face of partition material, room numbers and names, door designations, interior window designations, interior detail designations, interior elevations, partition type designations, finish designations, and general building material. 06. When columns and column lines are present, all dimensions are to be tied to a column line. Contractor shall immediately report any omission of dimensions not tied to a column line to the architect prior to start of construction. 07. Coordinate all MEP access panels not shown on architectural construction documents with Architect prior to installation. Provide adequate blocking as required at every location where millwork, wall light fixtures, railings, TV brackets, plumbing fixtures, etc. are to be mounted. Items are required to resist 250 pound point load. There are items shown, i.e. outlets, switches, thermostats, panels, etc. on MEP contract documents that may not be shown on architectural contract documents. Contractor to coordinate all items with current TAS requirements and mounting height sheet unless noted otherwise . KEYED NOTES 03.01 Confirm slope of existing concrete roof slab once exposed and notify Architect prior to installation of new roof. 03.02 Reinforce void below concrete patio slab and infil with Ardex Repair Mortar. Typ. at all patios where void exists. 05.01 1/4" X 2" Wrought iron strap bent around existing pipe columns. Prime and Paint. 07.08 5" Mtl. box gutter and 3"X 3" downspout. Urban Foundry Architecture 1306 Rio Grande Street Austin, Texas 78701 p: 512 . 294 . 2555 www.urbanfoundryarchitecture.com D O O W E S O R T A S Y A W H T A P S T R U O C 2 0 7 8 7 s a x e T , n i t s u A Mark Date Description - 01/14/2022 CONSTRUCTION DOCUMENTS 01/14/2022 AH101 BUILDING TYPE D FLOOR PLAN & ROOF PLAN UFA Commission No.: 2027 DS DS DS DS 1/8" per ft. 1/8" per ft. (RF.1) 03.01 . t f r e p " 8 / 1 . t f r e p " 8 / 1 05/AH201 S 2 0 2 E 2 0 2 E S 2 0 3 E 2 0 3 E E303 4 0 3 E 4 0 2 E 1 0 2 E S 1 0 2 E 1 0 3 E S 1 0 3 E 07/AH201 05.01 DS DS DS DS LINE OF BUILDING BELOW 07.08 03 BUILDING TYPE E - NEW ROOF PLAN SCALE : 1/8" = 1'-0" 34' - 11" 27' - 1" 27' - 0" 35' - 8" SIM W.1 W.1 W.1 W.5 W.10 W.10 W.5 W.10 E106S E106 W.1 E406S E406 W.4 W.1 E207 E206 E205 E305 E307 6 0 3 E E402 E404 UNIT 1F-H UNIT 102 UNIT 1F-H UNIT 103 W.1 3 0 4 E 5 0 4 E UNIT 1E-H (ACCESSIBLE) UNIT 104 W D W D F E R 1 0 4 E S 1 0 4 E W.1 W.10 W.1 W.1 W.1 W.1 W.1 W.1 W.4 W.1 25' - 8" 36' - 4" 36' - 3" 26' - 5" " 9 - ' 2 2 W.8 1 0 2 H A / 8 0 W.8 4 0 1 E E103 E102 E105 UNIT 1E -H UNIT 101 W D W D 1 0 1 E S 1 0 1 E 03.02 02 BUILDING TYPE E -FLOOR PLAN SCALE : 1/8" = 1'-0" DS DS W.2 1 0 2 H A / 6 0 W.2 1916 CORNELL W12 03.07 STORAGE E503 07.01 BASEMENT 22.14 STORAGE E502 07.01 W6 E501 03.07 BUILING TYPE E - BASEMENT FLOOR PLAN SCALE : 1/8" = 1'-0" 01 PLAN NOTES: 01. Refer to Index Sheet for typical graphical symbols and abbreviation index. 02. Refer to Mounting Height Sheet for Accessibility Guidelines. 03. 04. 05. 08. 09. In general, all horizontal dimensions are provided on plans, and all vertical dimensions are provided on elevations and/or sections unless otherwise noted. In general, the Overall Plan indicates exterior building dimensions, room numbers and names, door designations, exterior window designations, exterior elevations designations, building section and details designations. All other plan information is indicated on referenced area or enlarged plans. In general, Area and/or Enlarged Plans indicate interior building dimensions to face of partition material, room numbers and names, door designations, interior window designations, interior detail designations, interior elevations, partition type designations, finish designations, and general building material. 06. When columns and column lines are present, all dimensions are to be tied to a column line. Contractor shall immediately report any omission of dimensions not tied to a column line to the architect prior to start of construction. 07. Coordinate all MEP access panels not shown on architectural construction documents with Architect prior to installation. Provide adequate blocking as required at every location where millwork, wall light fixtures, railings, TV brackets, plumbing fixtures, etc. are to be mounted. Items are required to resist 250 pound point load. There are items shown, i.e. outlets, switches, thermostats, panels, etc. on MEP contract documents that may not be shown on architectural contract documents. Contractor to coordinate all items with current TAS requirements and mounting height sheet unless noted otherwise . KEYED NOTES 03.01 Confirm slope of existing concrete roof slab once exposed and notify Architect prior to installation of new roof. 03.02 Reinforce void below concrete patio slab and infil with Ardex Repair Mortar. Typ. at all patios where void exists. 03.07 New concrete landing at lowered elevation. Increase the size of the drain, providing a strainer over the drain, and install removable grate over the landing. 05.01 1/4" X 2" Wrought iron strap bent around existing pipe columns. Prime and Paint. slab. 07.01 Continuous closed cell spray foam insulation at underside of 07.08 5" Mtl. box gutter and 3"X 3" downspout. 22.14 Existing sump pump to remain. Provide required maintenance and repair to bring sensor back to working order. Urban Foundry Architecture 1306 Rio Grande Street Austin, Texas 78701 p: 512 . 294 . 2555 www.urbanfoundryarchitecture.com D O O W E S O R T A S Y A W H T A P S T R U O C 2 0 7 8 7 s a x e T , n i t s u A Mark Date Description - 01/14/2022 CONSTRUCTION DOCUMENTS 01/14/2022 AH102 BUILDING TYPE E FLOOR PLAN & ROOF PLAN UFA Commission No.: 2027 1/8" per ft. DS (RF.1) . t f r e p " 8 / 1 . t f r e p " 8 / 1 DS DS DS DS DS 03.01 DS 1/8" per ft. 1/8" per ft. DS 1/8" per ft. DS 03.01 . t f r e p " 8 / 1 . t f r e p " 8 / 1 (RF.1) DS DS DS DS DS 07.08 LINE OF BUILDING BELOW 07.08 LINE OF BUILDING BELOW 04 BUILDING TYPE G - NEW ROOF PLAN SCALE : 1/8" = 1'-0" 02 BUILDING TYPE F - NEW ROOF PLAN SCALE : 1/8" = 1'-0" 38' - 9" 05/AH202 37' - 7" 45' - 2 1/2" Mark Date Description - 01/14/2022 CONSTRUCTION DOCUMENTS G108S G109S G109 G108 W.4 W.4 W.3 W.1 W.3 W.4 G203S G203 W.4 W.9 W.1 W.11 W.4 W.11 W.1 W.5 F203S F203 W.3 2 0 2 H A / 8 0 W.2 DW 2 0 1 G 3 0 1 G UNIT 2B-H UNIT 101 G107 G104 G105 G106 1 0 1 G S 1 0 1 G 30' - 6" S 4 0 2 G 4 0 2 G 1 0 2 G S 1 0 2 G G207 G206 5 0 2 G G209 G208 DW UNIT 1H-H UNIT 102 W.3 2 0 2 H A / 6 0 W.2 " 1 - ' 0 1 " 2 / 1 7 - ' 2 1 S 2 0 1 F 2 0 1 F 2 0 2 H A / 4 0 W.3 W.2 5 0 1 F UNIT 1G-H UNIT 101 DW 1 0 1 F S 1 0 1 F 3 0 1 F F104 F106 DW F206 UNIT 2A-H UNIT 102 0 1 2 F W.3 2 0 2 H A / 2 0 W.2 " 1 - ' 0 1 " 7 - ' 2 1 F205 9 0 2 F 7 0 2 F 8 0 2 F F202 F202S 01/AH202 F211S F211 W.4 S 4 0 2 F 4 0 2 F 1 0 2 F S 1 0 2 F 03/AH202 05.01 W.1 G110 G110S W.1 W.1 W.1 G202 G202S W.1 03.02 W.1 W.1 W.1 W.1 W.1 W.1 03.02 05.01 07/AH202 05.01 03 BUILDING TYPE G - FLOOR PLAN SCALE : 1/8" = 1'-0" 1133 CHICON 1137 CHICON 01 BUILDING TYPE F - FLOOR PLAN SCALE : 1/8" = 1'-0" 1127 CHICON (UNIT 102 HEARING & VISUAL IMPAIRED ACCESSIBLE UNIT) 1913 CORNELL (UNIT 101 HEARING & VISUAL IMPAIRED ACCESSIBLE UNIT) 1915 CORNELL 1919 CORNELL (UNIT 102 ACCESSIBLE) PLAN NOTES: 01. Refer to Index Sheet for typical graphical symbols and abbreviation index. 02. Refer to Mounting Height Sheet for Accessibility Guidelines. 03. 04. 05. 08. 09. In general, all horizontal dimensions are provided on plans, and all vertical dimensions are provided on elevations and/or sections unless otherwise noted. In general, the Overall Plan indicates exterior building dimensions, room numbers and names, door designations, exterior window designations, exterior elevations designations, building section and details designations. All other plan information is indicated on referenced area or enlarged plans. In general, Area and/or Enlarged Plans indicate interior building dimensions to face of partition material, room numbers and names, door designations, interior window designations, interior detail designations, interior elevations, partition type designations, finish designations, and general building material. 06. When columns and column lines are present, all dimensions are to be tied to a column line. Contractor shall immediately report any omission of dimensions not tied to a column line to the architect prior to start of construction. 07. Coordinate all MEP access panels not shown on architectural construction documents with Architect prior to installation. Provide adequate blocking as required at every location where millwork, wall light fixtures, railings, TV brackets, plumbing fixtures, etc. are to be mounted. Items are required to resist 250 pound point load. There are items shown, i.e. outlets, switches, thermostats, panels, etc. on MEP contract documents that may not be shown on architectural contract documents. Contractor to coordinate all items with current TAS requirements and mounting height sheet unless noted otherwise . KEYED NOTES 03.01 Confirm slope of existing concrete roof slab once exposed and notify Architect prior to installation of new roof. 03.02 Reinforce void below concrete patio slab and infil with Ardex Repair Mortar. Typ. at all patios where void exists. 05.01 1/4" X 2" Wrought iron strap bent around existing pipe columns. Prime and Paint. 07.08 5" Mtl. box gutter and 3"X 3" downspout. Urban Foundry Architecture 1306 Rio Grande Street Austin, Texas 78701 p: 512 . 294 . 2555 www.urbanfoundryarchitecture.com D O O W E S O R T A S Y A W H T A P S T R U O C 2 0 7 8 7 s a x e T , n i t s u A 01/14/2022 AH103 BUILDING TYPES G & F FLOOR PLAN & ROOF PLAN UFA Commission No.: 2027 W.8 W.8 W.1 W.1 W.1 W.1 W.1 W.1 W.1 W.10 W.4 W.1 05.13 Bldg E 530' - 2 1/4" " 6 - ' 6 6 0 L E R U T X F . I O B . 08 BUILDING TYPE E - PLAN WEST ELEVATION SCALE : 1/8" = 1'-0" 07 BUILDING TYPE E - PLAN SOUTH ELEVATION SCALE : 1/8" = 1'-0" W.2 W.2 05.13 Bldg E 530' - 2 1/4" 32.01 W.1 W.1 W.4 W.1 W.1 W.1 W.1 W.10 W.5 W.10 W.10 W.5 06 BUILDING TYPE E - PLAN EAST ELEVATION SCALE : 1/8" = 1'-0" 05 BUILDING TYPE E - PLAN NORTH ELEVATION SCALE : 1/8" = 1'-0" W.3 W.2 W.11 W.5 W.4 W.4 W.1 W.7 W.1 W.5 W.5 W.5 W.10 W.4 W.1 02.14 02.14 Bldg D 519' - 11 3/4" 23.02 04 BUILDING TYPE D - PLAN WEST ELEVATION SCALE : 1/8" = 1'-0" 03 BUILDING TYPE D - PLAN NORTH ELEVATION SCALE : 1/8" = 1'-0" W.8 W.2 W.1 W.1 W.1 W.1 W.1 W.1 W.1 W.1 W.1 " 0 - ' 6 E R U T X F . I O B . Bldg D 519' - 11 3/4" 02 BUILDING TYPE D - PLAN EAST ELEVATION SCALE : 1/8" = 1'-0" 01 BUILDING TYPE D - PLAN SOUTH ELEVATION SCALE : 1/8" = 1'-0" Bldg E 530' - 2 1/4" Bldg E 530' - 2 1/4" Bldg D 519' - 11 3/4" Bldg D 519' - 11 3/4" KEYED NOTES 02.14 Existing clothesline hooks to remain. 05.13 Infill existing pipe railing with McNichols perforated sheet metal, Item: 16840022M2. 23.02 Restore and reuse existing vents.Typ. throughout. 32.01 Ensure positive drainage away from stair. Urban Foundry Architecture 1306 Rio Grande Street Austin, Texas 78701 p: 512 . 294 . 2555 www.urbanfoundryarchitecture.com D O O W E S O R T A S Y A W H T A P S T R U O C 2 0 7 8 7 s a x e T , n i t s u A Mark Date Description - 01/14/2022 CONSTRUCTION DOCUMENTS 01/14/2022 AH201 EXTERIOR ELEVATIONS UFA Commission No.: 2027 W.3 W.2 W.1 W.1 W.1 W.1 Bldg G1 520' - 4 1/2" " 0 - ' 6 6 0 L E R U T X F . I O B . DS W.1 DS Bldg G2 520' - 7 1/2" 08 BUILDING TYPE G - PLAN WEST ELEVATION SCALE : 1/8" = 1'-0" 07 BUILDING TYPE G - PLAN SOUTH ELEVATION SCALE : 1/8" = 1'-0" W.2 W.3 W.4 W.4 W.3 W.3 W.4 W.4 W.1 Bldg G2 520' - 7 1/2" DS DS Bldg G2 520' - 7 1/2" 06 BUILDING TYPE G - PLAN EAST ELEVATION SCALE : 1/8" = 1'-0" 05 BUILDING TYPE G - PLAN NORTH ELEVATION SCALE : 1/8" = 1'-0" METAL GUTTER W.3 W.2 Roof 538' - 2 3/4" Bldg F1 529' - 8 1/2" " 0 - ' 6 6 0 L E R U T X F . I O B . METAL GUTTER W.1 W.1 W.1 W.1 W.1 W.1 DS DS 04 BUILDING TYPE F - PLAN WEST ELEVATION SCALE : 1/8" = 1'-0" 03 BUILDING TYPE F - PLAN SOUTH ELEVATION SCALE : 1/8" = 1'-0" METAL GUTTER W.2 W.3 Roof 538' - 2 3/4" Bldg F1 529' - 8 1/2" 02 BUILDING TYPE F- PLAN EAST ELEVATION SCALE : 1/8" = 1'-0" METAL GUTTER W.1 W.5 DS W.11 W.11 W.4 W.4 W.1 W.9 01 BLDG TYPE F- PLAN NORTH ELEVATION SCALE : 1/8" = 1'-0" Roof 538' - 2 3/4" Bldg F1 529' - 8 1/2" Roof 538' - 2 3/4" Bldg F1 529' - 8 1/2" KEYED NOTES Urban Foundry Architecture 1306 Rio Grande Street Austin, Texas 78701 p: 512 . 294 . 2555 www.urbanfoundryarchitecture.com D O O W E S O R T A S Y A W H T A P S T R U O C 2 0 7 8 7 s a x e T , n i t s u A Mark Date Description - 01/14/2022 CONSTRUCTION DOCUMENTS 01/14/2022 AH202 EXTERIOR ELEVATIONS UFA Commission No.: 2027