B.1.1 - 1805 E. 3rd Street - Plans — original pdf

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T R E E P R O T E C T I O N N O T E S 1. 2. 3. 4. 5. 6. 7. 8. Trees depicted on this sheet have been located, sized, and given species identifications per survey provided to Architect by Owner. Regardless of species—and regardless of whether they have been depicted on this sheet or not—all trees 19" in trunk diameter and greater at a height of 4'-6" above adjacent grade are protected by municipal ordinance. No protected tree shall be removed without a permit. No impacts of any kind are permitted in the 1/4 CRZ of any protected tree. Tree protection measures per the details on sheet G006 are required for all protected trees (on subject property and adjacent properties) whose CRZs fall within the subject property, even if said CRZs will not be directly impacted by construction. Extents of tree protection fencing are shown on this sheet. Tree protection fencing shall be installed prior to the commencement of construction. 2x4 or greater size planks @ 6' minimum length shall be strapped securely around protected trees' trunks and root flares when protective fencing does not incorporate entire 1/2 CRZ. All pruning shall be conducted under the strict oversight of a licensed professional arborist. PRUNING FOR SUBJECT TREES SHALL NOT EXCEED 25% OF TREE CANOPY. Trenching for all utilities in CRZs (indicated by notes 13, 14, 15, and 16) shall be minimized to the least extent feasible and shall occur by means of air-spading by a licensed professional arborist. Care shall be taken during construction that activities requiring vertical movement (eg, drilling rigs) shall not disturb existing tree canopies. The placement and storage of materials and/or heavy equipment on CRZs is strictly prohibited without exception. Applicable to all projects where CRZs of ANY protected trees (on s u b j e c t p r o p e r t y a n d / o r o n adjacent properties) fall within boundaries of subject property R E G A R D L E S S O F P R O J E C T S C A L E , S C O P E , O R T Y P E 4 61'-0 " 4 5 8'-9" N20°25'39"E 138.23' 4 5 9'-0 " 5' SIDE SETBACK 4 5 9'-10 " 0'-0" 6 4 K C A B T E S R A E R ' 0 1 Y E L L A ' 0 2 ' 4 9 5 4 . ' W " 8 3 9 3 ° 9 6 N Kitchen CLNG HT 8' PW7212@80 PW7212@80 BLDG 1 ENLARGED+ REMODELED Living PRIMARY CLNG HT 8' RESIDENCE SH3060@80 [E] Dining CLNG HT 8' SD3280 SL(4)3680 462'-6" FFE Bath 2 CLNG HT 8' 0 8 4 2 D S 0 8 @ 2 1 6 3 W S Uncovered Wood Deck Closet 2 CLNG HT 8' BP(2)3680 SD3280 Bath 1 CLNG HT 8' Closet 1 CLNG HT 8' SD(2)1880 0 8 4 2 D S ] E [ 0 8 @ 0 6 0 3 H S Bedroom 1 CLNG HT 8'-->14'-7" UP UP ] E [ 0 8 @ 0 6 0 3 H S ] E [ 0 8 @ 0 6 0 3 H S ] E [ 0 8 @ 0 6 0 3 H S ] E [ 0 8 @ 0 6 0 3 H S Bedroom 2 CLNG HT 8' ] E [ 0 8 @ 0 6 0 3 H S 09 SH3060@80 [E] EM P P P P P P P P P P P P H P 01 4 6 0'-11" 4 61'-0 " WM 461'-0" SH3060@80 [E] Bedroom 3 CLNG HT 8'-->14'-7" UP UP ] E [ 0 8 @ 0 6 0 3 H S UP UP BP(2)3680 Closet 3 CLNG HT 8' DD3680 0 8 4 2 D S Linen CLNG HT 8' 0 8 2 3 D S 0 8 6 3 N E Covered Porch CLNG HT 8' 06 T S D R 3 E 5 0 8 1 ' 3 1 . 6 4 ' E " 4 5 4 2 ° 9 6 S 12 10 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P - 0 " 4 5 9 ' SF-3-NP SF-3-H-NP 5' SIDE SETBACK 4 6 0 ' - 0 " P H P 0 3 P P 4 5 9'-3" P PP P S20°30'16"W 138.03' H P 0 2 P P 4 5 9'-10 " P P P P P P P P P P P P P P P P P 4 6 0'-7" P P P P P P P P P P 4 6 P P 0 '- 9 " P P P P P P P P PP 40'-0" RDCS SECTION 3 40'-0" RDCS SECTION 2 40'-0" RDCS SECTION 1 11'-115 8" RDCS SECTION 4 6'-03 4" BUILD LINE REFER TO SHEET G001 FOR PROJECT INFORMATION AND AREA CALCULATIONS. REFER TO SHEET G004 FOR DETAILS OF 2-HR-RATED DEMISING WALLS (UL U373). REFER TO SHEET G006 FOR TREE-PROTECTION AND ENVIRONMENTAL DETAILS. STRUCTURES SHALL BE PLACED ON SITE BY LICENSED PROFESSIONAL SURVEYOR. 1 Site Plan Scale 1/16" = 1'-0" @ 11x17 Scale 1/8" = 1'-0" @ 24x36 CRITICAL ROOT ZONES AT PROTECTED TREES. TREE PROTECTION LEGEND. SEAL OF ARCHITECT. SEAL OF MUNICIPAL APPROVAL. LIST OF PROTECTED TREES. # SPECIES TRUNK Ø KEYED NOTES (NOT ALL NOTES MAY PERTAIN TO THIS SPECIFIC PROJECT). 01 08 09 10 02 15 16 New garage attached to primary residence. New carport attached to primary residence. New garage detached from primary residence. New carport detached from primary residence. New covered porch w/ deck or habitable space above. Existing covered porch w/o deck or habitable space above. New uncovered concrete patio. 11 12 13 14 03 04 05 06 07 New uncovered wood deck. Existing concrete driveway. Existng approach per City of Austin standards. New concrete sidewalk on private property. Existing conc. sidewalk in right-of-way. Existing overhead electric line, indicated thus: New water supply line, indicated thus: P P P P P New sanitary sewer line, indicated thus: New natural gas line, indicated thus: GAS GAS GAS GAS EM Electric meter(s). PP Utility pole. WM Water meter. FINAL LOCATIONS OF ELECTRIC + GAS SERVICES / METERS TO BE DETERMINED BY UTILITIES. FINAL LOCATIONS OF WATER + SEWER SERVICES / TAPS / METERS TO BE DETERMINED BY CIVIL ENGINEER. 24x TRUNK Ø 12x TRUNK Ø 6x TRUNK Ø OUTER CRITICAL ROOT ZONE MIDDLE (1/2) CRITICAL ROOT ZONE INNER (1/4) CRITICAL ROOT ZONE Mulch (3" layer of mulch inside tree protection fence, 8" layer outside). Tree protection fencing (ref: G006 and notes on this sheet). DISCLAIMERS. issued under the seal of is This document WILLIAM LAWRENCE HODGE, Texas architect #19074. This document is not for permitting, regulatory approval, pricing or construction unless the seal and signature of the Architect are This document is not approved for visible. construction unless a seal of municipal approval is visible. No set of construction documents can contain all information required to construct a is project. required. That which is shown in one sheet, applies to all sheets in this set by reference. The information in G001 through G008 (inclusive) apply to every sheet in this set and to every that may contractor and/or subcontractor perform work on this project. Unless this set contains the cover sheet and all sheets listed thereon, this set is incomplete and INVALID FOR CONSTRUCTION. Interpretation by a contractor ISSUE DATE 18 June 2021 W I L L I A M H O D G E A I A A R C H I T E C T 4 8 0 1 S C O N G R E S S A V E # N 3 A U S T I N , T X 7 8 7 4 5 5 1 2 . 7 8 6 . 9 2 9 8 H O D G E A R C H I T E C T . C O M REMODEL/ADDITION AT 1805 E 3rd ST AUSTIN, TX 78702 ISSUE DATE SHEET TYPE 18 June 2021 Site Plan. A0 00  e n i L y t r e p o r P e d S i k c a b t e S e d S i ' 5 1'-4" O.H. (Typ.) 10:12 12 10 k c a b t e S e d S i ' 5 e n i L y t r e p o r P e d S i 1 0 P H @ " 0 - ' 5 1 H P 01 4 6 0'-11" 32' maximum height per CoA Highest point of highest ridge CoA Highpoint L2 T/Plate @ low eave @ bedroom 3 & 4 Height of ridge of original structure " 8 1 1 - ' 7 " 4 1 7 - ' 1 L2 T/Deck L1 T/Plate @ areas with story above " 0 - ' 2 3 " 8 3 1 - ' 6 2 " 8 5 9 - ' 2 2 " 4 1 3 - ' 8 1 " 8 1 1 - ' 8 " 3 - ' 2 462'-6" BLDG 1 FFE 460'-3" BLDG 1 AAG 01 02 02 03 04 05 06 07 NOTES PERTAINING TO REPAIR & RESTORATION OF ORIGINAL STRUCTURE. The contractor shall verify the sizes / dimensions of all existing conditions in the field prior to commencement of work. Sizes, dimensions, and profiles of existing conditions are to be replicated to the greatest extent possible. Unless an element or material has deteriorated beyond the point of repair—or unless specifically noted—existing elements and materials are to be repaired, not replaced. 01 02 03 04 Repair and repaint existing wood siding (TYP @ FRONT, LEFT, AND REAR). Repair and repaint existing wood battens (TYP @ FRONT, LEFT, AND REAR). Repair and repaint existing wood window and door trim (TYP @ FRONT, LEFT, AND REAR). Repair and repaint existing wood soffits, ornamental trim, and fasciae (TYP @ ALL SIDES). 05 06 07 Replace existing substandard front porch covering with new structure of like material, size, and slope. Replace existing front porch columns with new columns of like material, size, and profile to existing shaped column at front-right corner of front porch. Replace existing non-historic front door. Ensure that door is able to be opened, closed, latched, and locked. 08 Repair and repaint existing wood window units. If one or more panes of existing glazing in any window are broken, replace all panes of glazing on all windows on that side of house with new 1/4" single-pane glass. UNDER NO CIRCUMSTANCES ARE EXISTING WINDOW UNITS TO BE REMOVED. (TYP @ ALL WINDOWS) 09 Replace previously-existing shutters (not shown for clarity). CORRECT / INCORRECT EAVE SOFFIT DETAILS @ SLOPED ROOFS. MATERIALS LEGEND. SEAL OF ARCHITECT. SEAL OF MUNICIPAL APPROVAL. 1 Elevation, Bldg 1, Front 2 Basic Sightline Model (as seen from E 3rd St) Scale 1/8" = 1'-0" @ 11x17 Scale 1/4" = 1'-0" @ 24x36 Scale NTS KEYED NOTES. 01 New metal coping. Exposure 6". New metal flashing. Exposure 6" minimum. New metal railing at exterior porch or deck. Minimum height 36" above finish floor. Maximum opening 3.5". New parapet at exterior porch or deck. Minimum 36" above finish floor. New through-wall scupper. New metal downspout. Steel column (ref: structural). CODE REFERENCES (City of Austin RDCS area only). LDC TITLE 25, CHAPTER 25-2, SUBCHAPTER F, ARTICLE 2.6, E, 4, b, (i): A structure may not extend beyond a setback plane...except for gables or a shed roof, with a total horizontal length of not more than 18 feet on each side of the building, measured along the intersection with the setback plane. ARCHITECT'S NOTE: NO PROVISIONS FOR "HABITABILITY OF SPACE" ARE MADE IN THE LANGUAGE CITED ABOVE. IE: ANY ENCLOSED SPACE UNDER THE SHED ROOF MAY PROTRUDE, INCLUDING SPACE USED FOR VERTICAL CIRCULATION. LDC TITLE 25, CHAPTER 25-2, SUBCHAPTER F, ARTICLE 3.4.1 Height shall be measured vertically from the average of the highest and lowest grades adjacent to the building to...for a pitched or hip roof, the gabled roof or dormer with the highest average height. Standing-seam metal roof/wall Composition-shingle roofing Cement-board or RealTrim fascia Cement-board trim or RealTrim DISCLAIMERS. issued under the seal of is This document WILLIAM LAWRENCE HODGE, Texas architect #19074. This document is not for permitting, regulatory approval, pricing or construction unless the seal and signature of the Architect are This document is not approved for visible. construction unless a seal of municipal approval is visible. No set of construction documents can contain all information required to construct a is project. required. That which is shown in one sheet, applies to all sheets in this set by reference. The information in G001 through G008 (inclusive) apply to every sheet in this set and to every that may contractor and/or subcontractor perform work on this project. Unless this set contains the cover sheet and all sheets listed thereon, this set is incomplete and INVALID FOR CONSTRUCTION. Interpretation by a contractor CORRECT INCORRECT 6" horizontal cement board 6" horizontal stained wood 12" horizontal cement board 24" vertical cement board Stone veneer (ashlar bond) ISSUE DATE 18 June 2021 W I L L I A M H O D G E A I A A R C H I T E C T 4 8 0 1 S C O N G R E S S A V E # N 3 A U S T I N , T X 7 8 7 4 5 5 1 2 . 7 8 6 . 9 2 9 8 H O D G E A R C H I T E C T . C O M REMODEL/ADDITION AT 1805 E 3rd ST AUSTIN, TX 78702 ISSUE DATE SHEET TYPE 18 June 2021 Elevations. A 2 0 1  e n i L y t r e p o r P t n o r F e n i L S C D R H P 0 2 4 5 9'-10 " 12 10 10:12 10:12 2:12 1'-4" O.H. (Typ.) e n i L S C D R 32' maximum height per CoA Highest point of highest ridge CoA Highpoint L2 T/Plate @ low eave @ bedroom 3 & 4 Height of ridge of original structure " 8 1 1 - ' 7 " 4 1 7 - ' 1 L2 T/Deck L1 T/Plate @ areas with story above 462'-6" BLDG 1 FFE 460'-3" BLDG 1 AAG " 0 - ' 2 3 " 8 3 1 - ' 6 2 " 8 5 9 - ' 2 2 " 4 1 3 - ' 8 1 " 8 1 1 - ' 8 " 3 - ' 2 H P 0 3 4 5 9'-3" 01 02 02 03 04 05 06 07 NOTES PERTAINING TO REPAIR & RESTORATION OF ORIGINAL STRUCTURE. The contractor shall verify the sizes / dimensions of all existing conditions in the field prior to commencement of work. Sizes, dimensions, and profiles of existing conditions are to be replicated to the greatest extent possible. Unless an element or material has deteriorated beyond the point of repair—or unless specifically noted—existing elements and materials are to be repaired, not replaced. 01 02 03 04 Repair and repaint existing wood siding (TYP @ FRONT, LEFT, AND REAR). Repair and repaint existing wood battens (TYP @ FRONT, LEFT, AND REAR). Repair and repaint existing wood window and door trim (TYP @ FRONT, LEFT, AND REAR). Repair and repaint existing wood soffits, ornamental trim, and fasciae (TYP @ ALL SIDES). 05 06 07 Replace existing substandard front porch covering with new structure of like material, size, and slope. Replace existing front porch columns with new columns of like material, size, and profile to existing shaped column at front-right corner of front porch. Replace existing non-historic front door. Ensure that door is able to be opened, closed, latched, and locked. 08 Repair and repaint existing wood window units. If one or more panes of existing glazing in any window are broken, replace all panes of glazing on all windows on that side of house with new 1/4" single-pane glass. UNDER NO CIRCUMSTANCES ARE EXISTING WINDOW UNITS TO BE REMOVED. (TYP @ ALL WINDOWS) 09 Replace previously-existing shutters (not shown for clarity). KEYED NOTES. 01 New metal coping. Exposure 6". New metal flashing. Exposure 6" minimum. New metal railing at exterior porch or deck. Minimum height 36" above finish floor. Maximum opening 3.5". New parapet at exterior porch or deck. Minimum 36" above finish floor. New through-wall scupper. New metal downspout. Steel column (ref: structural). CODE REFERENCES (City of Austin RDCS area only). LDC TITLE 25, CHAPTER 25-2, SUBCHAPTER F, ARTICLE 2.6, E, 4, b, (i): A structure may not extend beyond a setback plane...except for gables or a shed roof, with a total horizontal length of not more than 18 feet on each side of the building, measured along the intersection with the setback plane. ARCHITECT'S NOTE: NO PROVISIONS FOR "HABITABILITY OF SPACE" ARE MADE IN THE LANGUAGE CITED ABOVE. IE: ANY ENCLOSED SPACE UNDER THE SHED ROOF MAY PROTRUDE, INCLUDING SPACE USED FOR VERTICAL CIRCULATION. LDC TITLE 25, CHAPTER 25-2, SUBCHAPTER F, ARTICLE 3.4.1 Height shall be measured vertically from the average of the highest and lowest grades adjacent to the building to...for a pitched or hip roof, the gabled roof or dormer with the highest average height. CORRECT / INCORRECT EAVE SOFFIT DETAILS @ SLOPED ROOFS. MATERIALS LEGEND. SEAL OF ARCHITECT. SEAL OF MUNICIPAL APPROVAL. 1 Elevation, Bldg 1, Left Scale 1/8" = 1'-0" @ 11x17 Scale 1/4" = 1'-0" @ 24x36 Standing-seam metal roof/wall Composition-shingle roofing Cement-board or RealTrim fascia Cement-board trim or RealTrim DISCLAIMERS. issued under the seal of is This document WILLIAM LAWRENCE HODGE, Texas architect #19074. This document is not for permitting, regulatory approval, pricing or construction unless the seal and signature of the Architect are This document is not approved for visible. construction unless a seal of municipal approval is visible. No set of construction documents can contain all information required to construct a is project. required. That which is shown in one sheet, applies to all sheets in this set by reference. The information in G001 through G008 (inclusive) apply to every sheet in this set and to every that may contractor and/or subcontractor perform work on this project. Unless this set contains the cover sheet and all sheets listed thereon, this set is incomplete and INVALID FOR CONSTRUCTION. Interpretation by a contractor CORRECT INCORRECT 6" horizontal cement board 6" horizontal stained wood 12" horizontal cement board 24" vertical cement board Stone veneer (ashlar bond) ISSUE DATE 18 June 2021 W I L L I A M H O D G E A I A A R C H I T E C T 4 8 0 1 S C O N G R E S S A V E # N 3 A U S T I N , T X 7 8 7 4 5 5 1 2 . 7 8 6 . 9 2 9 8 H O D G E A R C H I T E C T . C O M REMODEL/ADDITION AT 1805 E 3rd ST AUSTIN, TX 78702 ISSUE DATE SHEET TYPE 18 June 2021 Elevations, Bldg 1. A 2 03  e n i L S C D R e n i L S C D R 12 10 10:12 10:12 e n i L y t r e p o r P t n o r F e n i L y t r e p o r P t n o r F 1'-4" O.H. (Typ.) H P 01 4 6 0'-11" 32' maximum height per CoA Highest point of highest ridge CoA Highpoint L2 T/Plate @ low eave @ bedroom 3 & 4 Height of ridge of original structure " 8 1 1 - ' 7 " 4 1 7 - ' 1 L2 T/Deck L1 T/Plate @ areas with story above " 0 - ' 2 3 " 8 3 1 - ' 6 2 " 8 5 9 - ' 2 2 " 4 1 3 - ' 8 1 " 8 1 1 - ' 8 " 3 - ' 2 462'-6" BLDG 1 FFE 460'-3" BLDG 1 AAG 01 02 02 03 04 05 06 07 NOTES PERTAINING TO REPAIR & RESTORATION OF ORIGINAL STRUCTURE. The contractor shall verify the sizes / dimensions of all existing conditions in the field prior to commencement of work. Sizes, dimensions, and profiles of existing conditions are to be replicated to the greatest extent possible. Unless an element or material has deteriorated beyond the point of repair—or unless specifically noted—existing elements and materials are to be repaired, not replaced. 01 02 03 04 Repair and repaint existing wood siding (TYP @ FRONT, LEFT, AND REAR). Repair and repaint existing wood battens (TYP @ FRONT, LEFT, AND REAR). Repair and repaint existing wood window and door trim (TYP @ FRONT, LEFT, AND REAR). Repair and repaint existing wood soffits, ornamental trim, and fasciae (TYP @ ALL SIDES). 05 06 07 Replace existing substandard front porch covering with new structure of like material, size, and slope. Replace existing front porch columns with new columns of like material, size, and profile to existing shaped column at front-right corner of front porch. Replace existing non-historic front door. Ensure that door is able to be opened, closed, latched, and locked. 08 Repair and repaint existing wood window units. If one or more panes of existing glazing in any window are broken, replace all panes of glazing on all windows on that side of house with new 1/4" single-pane glass. UNDER NO CIRCUMSTANCES ARE EXISTING WINDOW UNITS TO BE REMOVED. (TYP @ ALL WINDOWS) 09 Replace previously-existing shutters (not shown for clarity). KEYED NOTES. 01 New metal coping. Exposure 6". New metal flashing. Exposure 6" minimum. New metal railing at exterior porch or deck. Minimum height 36" above finish floor. Maximum opening 3.5". New parapet at exterior porch or deck. Minimum 36" above finish floor. New through-wall scupper. New metal downspout. Steel column (ref: structural). CODE REFERENCES (City of Austin RDCS area only). LDC TITLE 25, CHAPTER 25-2, SUBCHAPTER F, ARTICLE 2.6, E, 4, b, (i): A structure may not extend beyond a setback plane...except for gables or a shed roof, with a total horizontal length of not more than 18 feet on each side of the building, measured along the intersection with the setback plane. ARCHITECT'S NOTE: NO PROVISIONS FOR "HABITABILITY OF SPACE" ARE MADE IN THE LANGUAGE CITED ABOVE. IE: ANY ENCLOSED SPACE UNDER THE SHED ROOF MAY PROTRUDE, INCLUDING SPACE USED FOR VERTICAL CIRCULATION. LDC TITLE 25, CHAPTER 25-2, SUBCHAPTER F, ARTICLE 3.4.1 Height shall be measured vertically from the average of the highest and lowest grades adjacent to the building to...for a pitched or hip roof, the gabled roof or dormer with the highest average height. CORRECT / INCORRECT EAVE SOFFIT DETAILS @ SLOPED ROOFS. MATERIALS LEGEND. SEAL OF ARCHITECT. SEAL OF MUNICIPAL APPROVAL. 1 Elevation, Bldg 1, Right Scale 1/8" = 1'-0" @ 11x17 Scale 1/4" = 1'-0" @ 24x36 Standing-seam metal roof/wall Composition-shingle roofing Cement-board or RealTrim fascia Cement-board trim or RealTrim DISCLAIMERS. issued under the seal of is This document WILLIAM LAWRENCE HODGE, Texas architect #19074. This document is not for permitting, regulatory approval, pricing or construction unless the seal and signature of the Architect are This document is not approved for visible. construction unless a seal of municipal approval is visible. No set of construction documents can contain all information required to construct a is project. required. That which is shown in one sheet, applies to all sheets in this set by reference. The information in G001 through G008 (inclusive) apply to every sheet in this set and to every that may contractor and/or subcontractor perform work on this project. Unless this set contains the cover sheet and all sheets listed thereon, this set is incomplete and INVALID FOR CONSTRUCTION. Interpretation by a contractor CORRECT INCORRECT 6" horizontal cement board 6" horizontal stained wood 12" horizontal cement board 24" vertical cement board Stone veneer (ashlar bond) ISSUE DATE 18 June 2021 W I L L I A M H O D G E A I A A R C H I T E C T 4 8 0 1 S C O N G R E S S A V E # N 3 A U S T I N , T X 7 8 7 4 5 5 1 2 . 7 8 6 . 9 2 9 8 H O D G E A R C H I T E C T . C O M REMODEL/ADDITION AT 1805 E 3rd ST AUSTIN, TX 78702 ISSUE DATE SHEET TYPE 18 June 2021 Elevations, Bldg 1. A 2 04