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Architectural Review Committee Meeting - Rm. 1401/1402
Jan. 11, 2021

1 - Guadalupe Storm Drain Improvement - THC coordination letter original pdf

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December 7, 2020 Texas Historical Commission P.O. Box 11276 Austin, TX 78711 Delivered via eTrac Attention: Reference: Guadalupe Street Storm Drain Improvements Ms. Tiffany Osburn, Archeologist and Reviewer Austin, Texas Baer Engineering Document No. 202001-8b.011 Dear Ms. Osburn: The City of Austin (CoA) intends to upgrade 20,000 linear feet (LF) (6,096 meters) of storm drain pipes and box culverts on Guadalupe Street and 35th-37th streets in Austin, Texas. In addition to the 20,000 LF of storm drains, the proposed project will also include improvements to the outlet structure of the Triangle Pond, the addition of two new ponds, culvert upsizing, potential underground detention, associated utility relocations, and roadway/minor channel improvements. The project area (PA) is located within residential and commercial areas in the vicinity of Hyde Park in Austin, Texas. Within the northwest portion of the PA, the majority of these improvements overlap with existing storm drains which are located under paved roads and surfaces. Within the southwest portion of the PA, the majority of the proposed improvements do not overlap with existing storm drains, and the PA includes unpaved areas such as Adams Park and Hemphill Park. The following disturbances to the surrounding ground matrix are expected (FIGURE 1): • Remove and replace existing storm drain pipeline in portions of the PA: o expected to cause a one to 30-foot (ft) (0.3 to 9-meters) depth of ground disturbance; and • Installation of two detention ponds at Adams Park and Baker Center: o expected to cause a five to 10-ft (1.5 to 3-meters) depth of ground disturbance; • Replacement of the existing culverts at 32nd Street and Wheeler Street: o expected to cause a one to five-ft (0.3 to 1.5-meters) depth of ground disturbance. Baer Engineering and Environmental Consulting, Inc. (Baer Engineering) performed desktop research on the environmental and cultural backgrounds of the PA. The results of our research are presented below. GEOLOGY AND SOILS According to the Bureau of Economic Geology’s (BEG) Geologic Atlas of Texas, the PA is underlain by three geologic units as follows: Quaternary high gravel deposits (Qhg), Eagle Ford Group and Buda Limestone (Keb), and Austin chalk (Kau) (BEG 1995). These geologic units are described below: Freese and Nichols: 202001-8b.011 Guadalupe Street Storm Drain Improvements QUATERNARY HIGH GRAVEL DEPOSITS (QHG): EAGLE FORD GROUP AND BUDA LIMESTONE (KEB) High gravel deposits comprise an upper unit of silty clay with gravel commonly exposed on the surface, and …

Scraped at: Jan. 8, 2021, 2:40 p.m.
Jan. 11, 2021

121 Laurel Lane - Plans original pdf

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121 Laurel Lane Austin TX 78705 (cid:51)(cid:79)(cid:72)(cid:68)(cid:86)(cid:72)(cid:3)(cid:71)(cid:72)(cid:86)(cid:70)(cid:85)(cid:76)(cid:69)(cid:72)(cid:3)(cid:68)(cid:79)(cid:79)(cid:3)(cid:83)(cid:85)(cid:82)(cid:83)(cid:82)(cid:86)(cid:72)(cid:71)(cid:3)(cid:72)(cid:91)(cid:87)(cid:72)(cid:85)(cid:76)(cid:82)(cid:85)(cid:3)(cid:90)(cid:82)(cid:85)(cid:78)(cid:3)(cid:90)(cid:76)(cid:87)(cid:75)(cid:3)(cid:79)(cid:82)(cid:70)(cid:68)(cid:87)(cid:76)(cid:82)(cid:81)(cid:3)(cid:68)(cid:81)(cid:71)(cid:3)(cid:80)(cid:68)(cid:87)(cid:72)(cid:85)(cid:76)(cid:68)(cid:79)(cid:86)(cid:17)(cid:3)(cid:44)(cid:73)(cid:3)(cid:92)(cid:82)(cid:88)(cid:3)(cid:81)(cid:72)(cid:72)(cid:71)(cid:3)(cid:80)(cid:82)(cid:85)(cid:72)(cid:3)(cid:86)(cid:83)(cid:68)(cid:70)(cid:72)(cid:15)(cid:3)(cid:68)(cid:87)(cid:87)(cid:68)(cid:70)(cid:75)(cid:3)(cid:68)(cid:81)(cid:3)(cid:68)(cid:71)(cid:71)(cid:76)(cid:87)(cid:76)(cid:82)(cid:81)(cid:68)(cid:79)(cid:3) (cid:86)(cid:75)(cid:72)(cid:72)(cid:87)(cid:17) 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SW corner rear of lot bronze (brown)metal cladding to match existing rear porch at existing home (cid:21)(cid:12) (cid:22)(cid:12) (cid:54)(cid:88)(cid:69)(cid:80)(cid:76)(cid:87)(cid:87)(cid:68)(cid:79)(cid:3)(cid:53)(cid:72)(cid:84)(cid:88)(cid:76)(cid:85)(cid:72)(cid:80)(cid:72)(cid:81)(cid:87)(cid:86) (cid:20)(cid:17) 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(cid:36)(cid:81)(cid:92)(cid:3)(cid:70)(cid:75)(cid:68)(cid:81)(cid:74)(cid:72)(cid:86)(cid:3)(cid:87)(cid:82)(cid:3)(cid:87)(cid:75)(cid:72)(cid:86)(cid:72)(cid:3)(cid:83)(cid:79)(cid:68)(cid:81)(cid:86)(cid:3)(cid:80)(cid:88)(cid:86)(cid:87)(cid:3)(cid:69)(cid:72)(cid:3)(cid:85)(cid:72)(cid:89)(cid:76)(cid:72)(cid:90)(cid:72)(cid:71)(cid:3)(cid:68)(cid:81)(cid:71)(cid:3)(cid:68)(cid:83)(cid:83)(cid:85)(cid:82)(cid:89)(cid:72)(cid:71)(cid:3)(cid:69)(cid:92)(cid:3)(cid:87)(cid:75)(cid:72)(cid:3)(cid:43)(cid:76)(cid:86)(cid:87)(cid:82)(cid:85)(cid:76)(cid:70)(cid:3)(cid:51)(cid:85)(cid:72)(cid:86)(cid:72)(cid:85)(cid:89)(cid:68)(cid:87)(cid:76)(cid:82)(cid:81)(cid:3)(cid:50)(cid:73)(cid:73)(cid:76)(cid:70)(cid:72)(cid:3)(cid:68)(cid:81)(cid:71)(cid:18)(cid:82)(cid:85)(cid:3) (cid:43)(cid:76)(cid:86)(cid:87)(cid:82)(cid:85)(cid:76)(cid:70)(cid:3)(cid:47)(cid:68)(cid:81)(cid:71)(cid:80)(cid:68)(cid:85)(cid:78)(cid:3)(cid:38)(cid:82)(cid:80)(cid:80)(cid:76)(cid:86)(cid:86)(cid:76)(cid:82)(cid:81)(cid:17)(cid:3) (cid:36)(cid:83)(cid:83)(cid:79)(cid:76)(cid:70)(cid:68)(cid:81)(cid:87)(cid:3)(cid:54)(cid:76)(cid:74)(cid:81)(cid:68)(cid:87)(cid:88)(cid:85)(cid:72)(cid:29)(cid:3)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:3) (cid:39)(cid:68)(cid:87)(cid:72)(cid:29)(cid:3)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66)(cid:66) 11/25/2020 GENERAL NOTES PROJECT DESCRIPTION Address: 121 Laurel Ln Austin, Texas 78705 Legal: LOT 11, and the East 5.8' of Lot 12 Block 2 University Heights 1. It is the intent of these Contract Documents to establish a high quality level of material and workmanship, but not necessarily to note and call for every last item of work to be done. Any item not specifically covered but deemed necessary for satisfactory completion of the work shall be accomplished by the Contractor in a manner consistent with the quality of work without additional cost to the owner. All material and methods of installation shall be in accordance with industry standards and manufacturer's recommendations. 2. The Contractor shall be responsible for a thorough review of all drawings specifications and existing conditions prior to commencement of work. This includes but is not limited to site utilities and the structural scope of work. The failure of the Contractor to report discrepancies and seek modification or change prior to commencement of work shall be construed as full acceptance of the condition in question by the Contractor. The Contractor shall assume responsibility for all work depicted by the Contract Documents regardless of whether the Subcontractors agree as to whose jurisdiction certain areas of the scope of work are under. 3. It shall be assumed that the Contractor and the Subcontractors are sufficiently experienced to be considered qualified in their respective work responsibilities. The Contractor shall insure that the Owner receives acceptable workmanship common to the industry from all Subcontractors and material suppliers and is responsible for hiring qualified staff personnel and/ or Subcontractors as necessary. 4. The Contractor shall verify the location of all existing utilities so that the work may proceed safely and be coordinated among all Subcontractors and personnel involved. The Contractor shall notify the Owner and Designer in advance …

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2 - 3805 Avenue H - Plans original pdf

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ARCHITECTURAL REVIEW COMMITTEE MEETING A V E N U E H 3 8 0 5 A V E N U E H A U S T I N , T X 7 8 7 5 1 P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O N | D E C E M B E R 2 0 2 0 | 1 of 8 FRONT REAR EXISTING EXTERIOR PHOTOS - MAIN HOUSE A V E N U E H 3 8 0 5 A V E N U E H A U S T I N , T X 7 8 7 5 1 P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O N | D E C E M B E R 2 0 2 0 | 2 of 8 EXISTING EXTERIOR PHOTOS - GARAGE (TO BE DEMOLISHED) A V E N U E H 3 8 0 5 A V E N U E H A U S T I N , T X 7 8 7 5 1 P R E L I M I N A R Y - N O T F O R C O N S T R U C T I O N | D E C E M B E R 2 0 2 0 | 3 of 8 . 1 2 A / 3 N E V O . O T S L L A T 2'-10" 0 . 4 A / 9 0 . 4 A / 8 . 0 4 A / 7 DW . 0 4 A / 6 . O T S L L A T W O L E B . O T S / W H C N E B W D 7'-3 3/4" 11'-1" 10 / A4.0 " 0 - ' 4 3 / A4.0 TALL STO. BENCH W/ STO. BELOW . 0 4 A / 5 . 0 4 A / 4 . 0 4 A / 2 1 / A4.0 " 0 - ' 4 1 / A2.0 UP MULTISLIDE POCKET DOOR . 0 2 A / 2 1 A3.0 " 6 - ' 3 / " 8 3 1 1 - …

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6 - 724 Patterson Avenue - Plans original pdf

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Butler Residence 724 Patterson Ave Austin, TX 78703 ARCHITECT: Norma Yancey, AIA SIDETRACKED STUDIO, PLLC 1605 E. 7th Unit B Austin, Texas 78702 phone: 512.220.6865 norma@sidetracked-studio.com CHRISTY BUTLER 724 PATTERSON AVE AUSTIN, TX 78703 LEGAL DESCRIPTION N60FT OF LOT 31 DEATS E T ZONING INFORMATION SF-3-NP Zoning Case: C14-02-0112 Zoning Ordinance: Zoning Overlays: 99-0225-70(b) 020926-26 NEIGHBORHOOD PLANNING AREA OLD WEST AUSTIN RESIDENTIAL DESIGN STANDARDS OWNER INFORMATION INDEX OF DRAWINGS G1.0 D1.0 A0.0 A1.0 A1.1 A2.0 A2.1 COVER SHEET DEMOLITION PLAN SITE PLAN FIRST FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS FLOOR TO AREA RATIO: EXIST. DEMO NEW EXEMPT TOTAL SQUARE FOOTAGE LOT SIZE 4508 SF FIRST FLOOR CONDITIONED SPACE: COVERED PORCHES: CARPORT: TOTAL: 1,432 SF/4,508 SF = 31.8% < 40% FAR ALLOWED BY CODE FIRST FLOOR CONDITIONED SPACE: FRONT PORCH: CARPORT: TOTAL BUILDING AREA: TOTAL BUILDING COVERAGE: DRIVEWAY: SIDEWALKS & STEPS: UNCOVERED PATIO: SUB-TOTAL: TOTAL: 1101 154 420 1675 1101 171 420 1692 1692 596 270 0 866 2558 0 0 420 420 0 0 420 420 420 239 270 0 509 929 331 17 0 348 331 0 0 331 331 0 51 17 68 399 0 171 0 171 0 0 0 0 0 0 0 0 0 0 1432 0 0 1432 1432 171 0 1603 1603 357 51 17 425 2028 IMPERVIOUS COVER: EXIST. DEMO NEW EXEMPT TOTAL 2,028 SF/4,508 SF = 45.0% < 45% IMPERVIOUS COVERAGE ALLOWED BY CODE Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 09.28.20 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. e c n e d s e R i r e l t u B e u n e v A n o s r e t t a P 4 2 7 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 09.28.20 FOR PERMIT PROJECT 0000 COVER SHEET G1.0 HALF-SIZE SET 2 REAR VIEW 1 FRONT VIEW CROSSHATCH DENOTES EXISTING NON-COMFORMING W 8TH ST S 64°31'01" E 69.26' 19" PECAN 1/4 CRZ EM NEW A/C PADS; 18 SF EX. ROCK WALL 22" PECAN EX. RETAINING ROCK WALL 2' - 0" 1/2 CRZ FULL CRZ 15' STREET YARD SETBACK EX. SINGLE-STORY RESIDENCE; 1101 SF FULL CRZ EX. COVERED FRONT PORCH; 154 SF PORTION OF …

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2406 Harris Blvd - Plans original pdf

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3 - 2102 Alta Vista Ave - Plans original pdf

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close entry way with larger front bouble door replace front door with larger door adding window here adding window here replacing kitchen window with larger window replace bathroom window with same size window but different window adding pocket door here

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4 - 1615 Waterston_Plans original pdf

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21' - 0" GARAGE 3 WINE ROOM 2 17' - 4" UP 3' - 6" 7" 3' - 6" " 4 - ' 9 1 " 0 1 - ' 8 " 7 " 5 - ' 9 N O T S R E T A W 5 1 6 1 X T N I T S U A PROJECT NO: 2020_17 DRAWN BY: CHECKED BY: CC SZ ISSUE DATE: 12/7/2020 DRAWING TITLE LEVEL -1 DRAWING NO D1.0 1 LEVEL -1 3/32" = 1'-0" COPYRIGHT 2020 * STEPHEN ZAGORSKI, ARCHITECT * THESE DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE LICENSED FOR A SINGLE CONSTRUCTION PROJECT. " 6 - ' 3 LIVING 12 DW 45' - 5" DINING 13 6' - 1" 7' - 7" 5' - 6" KITCHEN 14 LAUNDRY 16 DN UP " 3 - ' 3 PANTRY 15 " 0 - ' 9 " 3 - ' 4 " 0 - ' 4 9 7 . 0 0 ° " 0 - ' 9 MASTER CLOSET 6 16' - 0" " 6 - ' 3 " 6 - ' 9 " 0 - ' 5 1 MASTER BATH 5 12' - 2" MASTER BEDROOM 4 " 0 - ' 2 1 " 0 - ' 2 " 4 - ' 8 " 0 - ' 2 " 0 - ' 2 1 BEDROOM 7 BATH 10 12' - 0" 4' - 11" 3' - 6" ENTRY 11 " 6 - ' 3 BEDROOM 8 12' - 0" BATH 9 4' - 11" 12' - 0" " 6 - ' 8 3 " 0 1 - ' 2 1 " 0 1 - ' 2 1 " 0 1 - ' 2 1 1 LEVEL 1 1/8" = 1'-0" N O T S R E T A W 5 1 6 1 X T N I T S U A PROJECT NO: 2020_17 DRAWN BY: CHECKED BY: CC SZ ISSUE DATE: 12/7/2020 DRAWING TITLE LEVEL 1 DRAWING NO D1.1 COPYRIGHT 2020 * STEPHEN ZAGORSKI, ARCHITECT * THESE DRAWINGS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE LICENSED FOR A SINGLE CONSTRUCTION PROJECT. BEDROOM 17 ROOF TERRACE 19 2' - 0" 12' - 0" 5' - 0" 3' - 6" 3' - 6" 16' - 0" BATH 18 " 0 - ' 4 DN N O T S R E T A W 5 1 6 1 X T N …

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5 - 1517 Murray Lane - Plans original pdf

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I E N L Y T R E P O R P ) ' 0 0 . 5 6 E " 8 0 ' 7 3 ° 0 3 S ( K C A B T E S D R A Y R A E R " 0 - ' 0 1 PROPERTY LINE (S59°16'50"W 154.96') 5'-0" SIDE YARD SETBACK 5'-0" SIDE YARD SETBACK PROPERTY LINE (N59°15'29"E 154.96') 7 5 5 . G P 3 3 3 . L O V R E P E N L G N D L U B " 0 - ' 0 4 I I I K C A B T E S D R A Y T N O R F " 0 - ' 5 2 I E N L Y T R E P O R P ) ' 0 0 . 5 6 W " 8 0 ' 7 3 ° 0 3 N ( ROOF PLAN Scale: 1/8" = 1'-0" 1 N NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ● X T , I N T S U A ● E N A L Y A R R U M 7 1 5 1 R R U M 3 0 7 8 7 Monday, November 30, 2020 DD A103 ROOF PLAN 1220 Lavaca Street T.O.P. SECOND LEVEL 121'-0" SECOND LEVEL 112'-0" T.O.P. FIRST LEVEL 110'-0" FIRST LEVEL 100'-0" T.O.P. SECOND LEVEL 121'-0" SECOND LEVEL 112'-0" T.O.P. FIRST LEVEL 110'-0" FIRST LEVEL 100'-0" NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION ● X T , I N T S U A ● E N A L Y A R R U M 7 1 5 1 R R U M 3 0 7 8 7 Thursday, December 3, 2020 DD A201 BUILDING ELEVATIONS BUILDING ELEVATION - SW Scale: 1/4" = 1'-0" 1 T.O.P. SECOND LEVEL 121'-0" SECOND LEVEL 112'-0" T.O.P. FIRST LEVEL 110'-0" FIRST LEVEL 100'-0" T.O.P. SECOND LEVEL 121'-0" SECOND LEVEL 112'-0" T.O.P. FIRST LEVEL 110'-0" FIRST LEVEL 100'-0" BUILDING ELEVATION - NE Scale: 1/4" = 1'-0" 2 1220 Lavaca Street T.O.P. SECOND LEVEL 121'-0" SECOND LEVEL 112'-0" T.O.P. FIRST LEVEL 110'-0" FIRST LEVEL 100'-0" T.O.P. SECOND LEVEL 121'-0" SECOND LEVEL 112'-0" T.O.P. FIRST LEVEL 110'-0" FIRST LEVEL 100'-0" NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION T.O.P. SECOND LEVEL 121'-0" SECOND LEVEL 112'-0" T.O.P. FIRST LEVEL 110'-0" FIRST LEVEL 100'-0" ● X T , I N T S U A …

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7 - 3207 Funston St - Plans original pdf

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Proposed Work: New Two-Story, Single Family Residence (Existing Garage in place) with two bedrooms & two baths downstairs, two bedrooms & one bath upstairs (4:3 total). Covered porch at rear (9’x19’), covered entry porch at front of home with steps. Location of Proposed Work: Front of lot just past the 25’ build line and the critical root zones of the Oak & Pecan trees also located at the front of the lot. Home will be located right (from street view) of the existing concrete drive. This concrete drive will host the staging area and dumpster required for the construction process. All specific measurements and locations are shown on the site plan attached with this application, as well as the tree protection details. Proposed Materials: Galvalume Metal Roof on whole home + 6” gutters (color: light grey/silver to match existing garage). Stained cedar posts and handrails (color: Royal Walnut – to match front door and existing garage door). Siding around whole home apart from the bump- out at the front of the home where the upstairs bedroom is – this will be stucco (siding color – SW 6253 Olympus White, stucco color – SW 6253 Olympus White). Trim color: SW 7005 Pure White. All windows will have white frames as shown in the renderings attached with this application. S N E W December 19,2020 4 0 0 D 2 A C O T U A i i r e h t o d n a , s n o s n e m d , s t n e m e r u s a e m e h T i , t n e m u c o d s h t n o n w o h s , s n o i t a c i f i c e p s l . y n o e s u n o i t c u r t s n o c r o f s e n i l i e d u g e r a i d e h s n i f e h t f o s n o i t a c i f i c e p s l a u t c a e h T y a m t n e m u c o d s h T i . y r a v y a m e …

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8 - 3205 Funston St - Plans original pdf

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9 - 1007 Maufrais St - Plans original pdf

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Preview List original pdf

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Historic Landmark Commission Applications under Review for December 14, 2020 Meeting This list does not constitute a formal agenda and is subject to change. A final agenda will be posted at least 72 hours prior to the meeting. The Historic Landmark Commission meeting will be held with social distancing modifications. Public comment will be allowed via telephone; no in‐person input will be allowed. All speakers (applicants included) must register to speak in advance no later than Sunday, December 13 by noon. All public comment will occur at the beginning of the meeting. To register, applicants and community members must:   Email or call the board liaison at preservation@austintexas.gov or (512) 974‐1264 no later than noon on Sunday, December 13. The information required is the speaker name; item number(s) they wish to speak on; whether they are for, against, or neutral; and an email address. People who have submitted a request to speak will receive either an email or a phone call on the day of the meeting, which will provide the telephone number to call.  Handouts or other information may be emailed to preservation@austintexas.gov no later than noon on Sunday, December 13. This information will be provided to commissioners in advance of the meeting. Historic Zoning applications Address/description Item 416 W 12th Street (HDP‐2020‐0440) – Commission‐initiated zoning A.1 Historic landmark and historic district applications Item B.1 Address/description 5400 Freidrich Lane (C14H‐1982‐0004) – Replace all windows with solid vinyl windows (applicant‐ requested postponement November 16, 2020) 2406 Harris Boulevard (C14H‐2009‐0021) – Construct a pool in the front yard of the Jackson‐Novy‐ Kelly‐Hoey House (applicant‐requested postponement November 16, 2020) 910 Poplar Street (C14H‐1999‐0013) – Construct two detached apartment buildings behind Maverick Miller house (applicant‐requested postponement November 16, 2020) 3505 W 35th St (C14H‐1992‐0003)– Heritage Grant‐funded work to repair masonry entrance columns, front gate and perimeter wall; roof replacement of historic garden sheds at the Mayfield‐Gutsch House and Gardens 1410 Rio Grande St (C14H‐2009‐0026) – Heritage Grant‐funded work to repair and stabilize first floor porch at the Byrne‐Reed House 1101 E. 10th Street (C14H‐1987‐0002) – Heritage Grant‐funded work to repair the belfry and relocate the bell at the Metropolitan African Methodist Episcopal Church B.7 1100 Kingsbury Street – Heritage Grant‐funded work to rehabilitate the Tudor Cottage at Pease Park B.2 B.3 B.4 B.5 B.6 National Register Historic District permit applications Item C.1 Address/description 1406 Ethridge Ave (GF‐2020‐162558) – Reconstruct a rear …

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B.4.0 - 3505 W 35th St - Mayfield-Gutsch House original pdf

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B.4 - 1 HISTORIC LANDMARK COMMISSION APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS DECEMBER 14, 2020 C14H-1992-0003 Mayfield-Gutsch House and Gardens 3505 West 35th Street Perform maintenance and repairs as part of the Heritage Grant program. 1) Repair and rehabilitate three masonry entrance columns and gates along 35th Street and 2) Repair and selectively reconstruct 75’ of historic perimeter wall behind dovecote. 3) Replace deteriorated composition shingle roofs on historic garden sheds with corrugated PROPOSAL PROJECT SPECIFICATIONS one gate within the gardens. metal, the original material. STANDARDS FOR REVIEW The Secretary of the Interior’s Standards for Rehabilitation are used to evaluate projects on historic landmarks. The following standards apply to the proposed project: 6. Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. The proposed repair, rehabilitation, and reconstruction projects preserve as much original material as possible. Proposed reconstruction covers a minimal area of the historic wall and will not detract from the craftsmanship of the original. Documentary evidence is available to substantiate use of corrugated metal for replacement roof material on garden sheds. The project meets the applicable standard. COMMITTEE RECOMMENDATIONS Not reviewed. STAFF RECOMMENDATION Approve as proposed.

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B.4.1 - 3505 W 35th St - Photos and Proposal original pdf

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B.4.2 - 3505 W 35th St - Plans original pdf

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Summary of Mayfield Park Proposed Work Entry column and gate repair PARD will repair and rehabilitate three masonry entrance columns and gates along 35th Street and one gate within the gardens. All work will comply with the Secretary of the Interior’s Standards for Rehabilitation. Historic Wall repair and select reconstruction The Mayfield Council received a Heritage Grant to repair and selectively reconstruct 75’ of the historic perimeter wall behind the historic dovecote. All work will comply with the Secretary of the Interior’s Standards for Rehabilitation. Historic Garden Sheds Roof Replacement The historic garden sheds at Mayfield Park were originally corrugated metal and were placed with composition shingle in the early 1990s. The roofs are due for replacement and PARD is proposing to return to the corrugated metal. All work will comply with the Secretary of the Interior’s Standards for Rehabilitation.

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B.6.0 - 1101 E 10th St original pdf

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PROPOSAL B.6 - 1 HISTORIC LANDMARK COMMISSION APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS METROPOLITAN AFRICAN METHODIST EPISCOPAL CHURCH DECEMBER 14, 2020 C14H-1987-0002 1101 E. 10TH STREET Repair to the belfry and relocation of the bell at the Metropolitan AME Church has received a FY 2021 Heritage Grant award. The work is part of a broader scope issued a Certificate of Appropriateness by the Historic Landmark Commission in February 2012. PROJECT SPECIFICATIONS 1) At the belfry and northeast tower, proposed work entails repair and/or replacement of damaged stone and repointing of stone and brick where mortar is missing or gaps exceed 1/8”. Repair of damaged roof framing is also required. The work will employ repair mortars and cut stone to match existing. 2) Belfry louver openings will also be repaired, including recoating of steel lintels with a marine-grade product and installation of flashing and new cedar louvers. 3) The bell will be removed from the bell tower, cleaned and waxed, and mounted on the existing church sign with a protective cover. The design of the protective cover will be the subject of a future Certificate of Appropriateness. 4) Additional masonry repairs to the east tower may be performed as funding permits. STANDARDS FOR REVIEW The Secretary of the Interior’s Standards for Rehabilitation are used to evaluate projects on historic landmarks. The following standards apply to the proposed project: 2) The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces, and spatial relationships that characterize a property will be avoided. Removal of the bell from the belfry is necessitated by structural issues. The bell will be displayed on site. 5) Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. The project entails repair or in-kind replacement of deteriorated features, including masonry elements and wood louvers. The mason will perform mortar analysis and match the color, composition, and hardness of the existing mortar. If appropriate, Type S mortar will be used due to the height of the tower. 6) Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. …

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B.6.1 - 1101 E 10th St - Plans original pdf

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REPOINT BRICK REPAIR STONE MORTAR STONE LINTEL CLEAN STEEL LINTEL AND REPAINT, REFER TO STRUCTURAL FOR REPAIR OR REPLACEMENT REQUIREMENTS REMOVE WOOD LOUVER, REPLACE WITH NEW CEDAR LOUVER REPAIR STONE REPOINT BRICK REPLACE DAMAGED STONE LINTEL CLEAN STEEL LINTEL AND REPAINT, REFER TO STRUCTURAL FOR REPAIR OR REPLACEMENT REQUIREMENTS REMOVE WOOD LOUVER, REPLACE WITH NEW CEDAR LOUVER SEAL AROUND WINDOWS TO REMAIN t v r . h c r u h C E M A n a t i l \ o p o r t e M h c r u h C E M A n a t i l o p o r t e M 8 1 0 2 _ \ t i v e R \ : N : : M A 9 0 5 1 1 1 0 2 0 2 8 2 0 1 / / SOUTH FACADE INTERIOR OF LOUVER METAL SCREEN METAL SCREEN PROJECT SCOPE GENERAL NOTES ISSUE DATE: PROJECT NUMBER: DRAWN BY: CHECKED BY: 28 OCT 2020 171003 ZWR DDC REVISIONS: NO REFERENCE ISSUED I. II. III. • • • Close up Visual Inspection of Stone and Masonry (Belfry Only) • • Identify all cracked, broken, and displaced stones Identify all stones with missing pieces, compromised cross sections or other damage that reduces the integrity of the stone material. Provide documentation noting areas requiring repair with confirmed and /or suggestion for repair techniques and materials. Acceptable products for repair may be obtained from Cathedral Stone Products/ Jahn Masonry Restoration Systems. Provide submittal for steps and equipment required for shoring louver openings and removal of bell. Include limited site plan showing location of lift and reach confirming that no permanent utilities, building or other improvements will be permanently damaged. Note methods of stabilizing/ leveling lift, methods for shoring and protection of the public from interference with work to be performed and from any debris produced by construction. Lintels • Louvers • • Remove rust and corrosion from exposed metal lintels. Repaint to cover with SW high performance marine alkyd or equal coating. Ensure end bearing of sufficient depth into the adjacent wall of exposed and repainted lintels prior to reinstallation of stone. Remove existing louvers Provide exterior plywood for opening. Provide stud wall infill for plywood attachment. Do not drill into masonry or brick. Combine louver protection and shoring that may be required for the removal and/or repair of deteriorated masonry. …

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B.7.0 - 1100 Kingsbury St original pdf

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PROPOSAL HISTORIC LANDMARK COMMISSION APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS DECEMBER 14, 2020 1100 KINGSBURY STREET (PEASE PARK) OLD WEST AUSTIN NATIONAL REGISTER HISTORIC DISTRICT B.7 - 1 Rehabilitation of the Tudor Cottage, a contributing building within Pease Park in the Old West Austin National Register Historic District, has received a FY 2021 Heritage Grant award. The proposed work to the building, along with additional work in Pease Park, was previously reviewed by the Historic Landmark Commission in September 2019 under a National Register Historic District permit. ARCHITECTURE Rectangular-plan building with side-gabled roof, brick cladding, window openings with louvered vents, flush wood replacement doors, and half-timbering in the gable ends. PROJECT SPECIFICATIONS Rehabilitation work on the Tudor Cottage includes in-kind replacement of the wood shingle roof, replacement of the louvered wood vents with 2:2 clad-wood windows, replacement of existing doors with partially glazed wood doors, and addition of paired fully-glazed doors and sidelights on the north wall surmounted by a new flat steel awning. Adding the new doors and sidelights will entail removing three existing window openings and the portion of the historic wall between them. All work was previously reviewed by the Historic Landmark Commission, excepting the roof replacement. STANDARDS FOR REVIEW Pease Park is a contributing property in the Old West Austin Historic District and appears to meet the standards for designation as a historic landmark. It is a State Antiquities Landmark and a Lone Star Legacy Park (a park that holds special prominence in the local community and the state of Texas). Designation Criteria—Historic Landmark 1) The property is more than 50 years old, having been established as a public park in 1875. The contributing building was constructed as a restroom in 1926. 2) The property retains a high degree of integrity. 3) Properties must meet two historic designation criteria for landmark designation (City of Austin Land Development Code (Section 25-2-352). The property meets multiple criteria. a. Architecture. The building is a compact example of the Tudor Revival style and appears to be architecturally significant. b. Historical association. Pease Park is associated with the full sweep of Austin history, from Native American habitation to encampments just after the Civil War to Governor E. M. Pease, who donated the property to the City as a park in 1875, to civic efforts that reflected both local growth and national trends. In the mid-1920s, the Kiwanis Club spearheaded a significant …

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Dec. 14, 2020

B.7.1 - 1100 Kingsbury St - Plans original pdf

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KINGSBURY COMMONS - SUPPORT BUILDINGS CONCEPT RENDERING ZONING & CODE ANALYSIS BUILDINGS A & B BUILDING C FOR REFERENCE ONLY VICINITY MAP LEGAL DESCRIPTION 42.26 AC OF OLT 8 DIVISION Z AND 12.85 AC OF OLT 12&13 DIVISION E. LEGAL DESCRIPTION 42.26 AC OF OLT 8 DIVISION Z AND 12.85 AC OF OLT 12&13 DIVISION E. LEGAL DESCRIPTION 42.26 AC OF OLT 8 DIVISION Z AND 12.85 AC OF OLT 12&13 DIVISION E. BUILDING A BUILDING CODES BUILDING B BUILDING CODES BUILDING C BUILDING CODES 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE UNIFIED DEVELOPMENT CODE 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE UNIFIED DEVELOPMENT CODE BUILDING DESCRIPTION STEEL FRAMED PUBLIC RESTROOMS BUILDING DESCRIPTION STEEL FRAMED STORAGE BUILDING BUILDING DESCRIPTION 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE UNIFIED DEVELOPMENT CODE HISTORIC TUDOR COTTAGE, ASSEMBLY SPACE. ADAPTIVE REUSE OF HISTORIC TUDOR COTTAGE LEGAL JURISDICTION CITY OF AUSTIN, TRAVIS COUNTY, TEXAS LEGAL JURISDICTION CITY OF AUSTIN, TRAVIS COUNTY, TEXAS OCCUPANCY CLASSIFICATION GROUP B OCCUPANCY CLASSIFICATION GROUP S-2 TYPE OF CONSTRUCTION II-B TYPE OF CONSTRUCTION II-B FIRE SPRINKLER NOT REQUIRED PER 903.2.1.3 FIRE SPRINKLER NOT REQUIRED PER 903.2.1.3 LEGAL JURISDICTION CITY OF AUSTIN, TRAVIS COUNTY, TEXAS OCCUPANCY CLASSIFICATION GROUP B TYPE OF CONSTRUCTION V-B FIRE SPRINKLER NOT REQUIRED PER 903.2.1.3 HISTORICAL NOTES 1. THIS IS A HISTORICALLY CONTRIBUTING STRUCTURE, AND PRESERVATION IS EXTREMELY IMPORTANT. EXTREME CARE SHALL BE TAKEN TO PROTECT AND PRESERVE THIS STRUCTURE DURING SELECTIVE DEMOLITION AND CONSTRUCTION. IF ANY UNFORESEEN CONDITIONS ARISE, STOP WORK AND CONTACT THE ARCHITECT IMMEDIATELY. 2. ALL EXISTING COMPONENTS TO REMAIN ARE TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR. ANY DAMAGED MATERIAL IS TO BE REPAIRED, REPLACED OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 3. DEMOLITION PHASE: THIS STAGE IS CRITICAL TO THE SUCCESS OF THIS PROJECT AND MUST BE CONSIDERED A STAGE OF DISCOVERY. EXTREME CARE MUST BE TAKEN, ESPECIALLY IN AREAS OF QUESTION TO NOT DESTROY ORIGINAL MATERIALS. RECKLESS DESTRUCTION OF SALVAGEABLE, RE-USABLE ORIGINAL MATERIALS WILL NOT BE ALLOWED AND CM/GC WILL BE RESPONSIBLE FOR REPLACEMENT OF DAMAGED MATERIALS. 4. IT IS OUR INTENTION THAT ALL WORK CONFORM TO THE SECRETARY OF THE INTERIORS STANDARDS …

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