P-10 C15-2020-0010 — original pdf

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P-10/1P-10/2January 27, 2020 Travis Young 71 Julius St Austin TX, 78702 Re: C15-2020-0010 Dear Travis, Property Description: IMPS ONLY ON LOT 7-8 *& 8FT ADJ ALLEY BLK 7 OLT 41-42&53 DIV O RILEYS SUBD Austin Energy (AE) has reviewed your application for the above referenced property, requesting that the Board of Adjustment consider a variance(s) from the following section of the Land Development Code; Section 25-2-721 (Waterfront Overlay (WO) Combining District Regulations) (C) (1) and (2) – a variance from secondary setback area to allow construction of a home and to increase the maximum allowable impervious cover from 30% (allowed) to 36.8% (requested); In order to erect a single-family residence with a detached garage and guest house in a SF-3-NP”, Single-Family Residence – Neighborhood Plan zoning district (Holly Neighborhood Plan). Austin Energy does not oppose request provided any proposed and existing improvements are following AE clearance criteria requirements, the National Electric Safety Code and OSHA. Any removal or relocation of existing electric facilities will be at owners/applicants’ expense. Please use this link to be advised of our clearance and safety requirements which are additional conditions of the above review action: https://austinenergy.com/wcm/connect/8bb4699c-7691-4a74-98e7- 56059e9be364/Design+Criteria+Manual+Oct+2015.pdf?MOD=AJPERES (see - Page 92 - 1.10.0 Clearance and Safety Requirements) If you require further information or have any questions regarding the above comments, please contact our office. Thank you for contacting Austin Energy. Eben Kellogg, Property Agent Austin Energy Public Involvement | Real Estate Services 2500 Montopolis Drive Austin, TX 78741 (512) 322-6050 P-10/3BOA GENERAL REVIEW COVERSHEET CASE: C15-2020-0010 BOA DATE: February 5, 2020 ADDRESS: 71 Julius St OWNER: Daniel & Amy Coops COUNCIL DISTRICT: 3 AGENT: Travis G. Young ZONING: SF-3-NP LEGAL DESCRIPTION: LOT 7-8 *& 8FT ADJ ALLEY BLK 7 OLT 41-42&53 DIV O RILEYS SUBD VARIANCE REQUEST: allow construction of a single-family residence and allow 36.8% impervious cover SUMMARY: erect a single-family residence with a garage/guest house ISSUES: Waterfront Overlay of Festival Beach requires a secondary setback that is within 100 ft. and 150 ft. from waters edge + three large heritage trees restrict current building envelope ZONING LAND USES Site North South East West SF-3-NP SF-3-NP P-NP SF-3-NP P-NP Single-Family Single-Family Public Single-Family Public NEIGHBORHOOD ORGANIZATIONS: Austin Independent School District Austin Lost and Found Pets Austin Neighborhoods Council Bike Austin Del Valle Community Coalition East Austin Conservancy East Town Lake Citizens Neighborhood Association El Concillio Mexican-American Neighborhoods Friends of Austin Neighborhoods Greater East Austin Neighborhood Association Guadalupe Neighborhood Development Corporation Homeless Neighborhood Association Neighborhood Empowerment Foundation Neighbors United for Progress Preservation Austin SELTexas Sierra Club, Austin Regional Group Tejano Town P-10/4R Z J E TIN R A T T M R E B O R GARDEN HOLLY D E R D MIL CESAR CHAVEZ A R A L C CANTERBURY S E L A N R E D E P 3RD 2ND WILLOW A B A N S A S O N A L L S LIU U J Y E L L A V T N A S A E L P ! ! ± SUBJECT TRACT PENDING CASE ! ! ! ! ZONING BOUNDARY NOTIFICATIONS C15-2020-0010 CASE#: LOCATION: 71 JULIUS STREET This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. 1 " = 333 ' This product has been produced by CTM for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness. P-10/5P-10/6Required impervious cover in setback is 30% Requested impervious cover in setback is 36.8% P-10/7roJ)osed house is within the same location of the · reviousl existin will not alter the character and will not impair of the area adjacent the purpose to the property, of the regulations will not impair of the zoning district the use of Area Character The variance adjacent in which the property conforming property, is located because: 1.The location for the house that had existed since 2.The ro osed new house is 2 stoand conforms re ulations im_posed of the WO was_provide 3.The�ur.pose residential b Subcha ter F of section 1972. a......;.. ;:;...;....:: '-'----- -- - - with all SF-3 Re,9..ulations includin all 25-2 of the City_of Austin LDC. for am le natural ve etation at waters ed e encoura e uses and allow · ublic access to the water. This ro·ect is an a ro riate exam le. criteria for parking variances only) (additional for a parking Parking Request a variance Appendix makes findings to a regulation to the A with respect variance requires prescribed of fact that the following number of off-street additional parking circumstance spaces or loading s also apply: in the City of Austin Land Development Code Chapter facilities required 25-6, if it the Board to make additional findings. The Board may grant 1 . Neither present future nor anticipated generated by the use of the site or the traffic require volumes strict or literal interpretation and enforcement of uses of sites in the vicinity the specific regulation because: reasonably 2.The granting of this variance will not result in the parking or loading streets in such a manner as to interfere with the free flow of traffic of vehicles of the streets on public because: 3.The granting of this variance will not create a safety hazard or any other condition inconsistent with the objectives of this Ordinance because: 4.The variance will run with the use or uses to which it pertains and shall not run with the site because: City of Austin I Board of Adjustment General/Parking Variance Application 09/11/2015 I Page 6 of 8 P-10/8Section 3: Applicant Certificate I affirm that my statements my knowledge and belief. rrJf/1 Applicant Signature :_ _ contained in the complete application are true and correct to the best of U,... � � _______ : T ___ ra=v=1s�G�. Y�o=u=n _ ___ _ _ _ _ _ _ _ _ _ _ _ __ _ Date: 1/13/2020 Applicant Name (typed or printed) Applicant Mailing Address: 1415 J�_stin Lane City: Austin State: T�X�-- --- Zip: 78757 Phone (will be public information): (512) 452-796_1_ Email (optional -will be public information): Section 4: Owner Certificate I affirm that my statements contained in the complete application are true and correct to the best of ::::�:::�:��: d beli t2 . � / /:,Lqi:� �� !;., G,,,.p_s Owner Name (typed or printed):�=== �� 3ocl 6.s�""l.A. &b,�,� �qot...4 OwnerMailingAddress: AtJ.S··h� ______ __ Tl( City: State: 'ir2.-l,53-7039 Zip:7f/7Sy Phone (will be public information): � � Email (optional -will be public information): Section 5: Agent Information Agent Name: Agent Mailing Address: City: ___ _ Phone (will be public information): _ __ _ _ _ _ __ _ __ _ _ _ _ _ _ __ _ _ State: _ _ ____ _ Zip: Email (optional -will be public information): Section 6: Additional Space (if applicable) Please use the space below to provide referenced to the proper item, include additional the Section and information as needed. To ensure the information is Field names as well (continued on next page). Attached s ecificit _existin_g condition to this a_pplication are the City_of to this site. Also attach�are Austin GIS showin the waterfront 1>hotos of the trees in uestion herita� overla c!.Od_it's natural area that will not be disturbed cl_ existin b this_develo houses as well as the setb_ack ment. Included site Ian sho_winJL,Previousl as w_ell as the __ is an exis�t=in _ __ _ created b a license City of Austin Board of Adjustment I General/Parking Variance Application 09/11/2015 I Page 7 of 8 P-10/9P-10/10P-10/11BEARING BASIS: BEARINGS ARE GRID NORTH BASED ON THE TEXAS COORDINATE SYSTEM CENTRAL TEXAS ZONE (4203) NAD83 HARN HORIZONTAL CONTROL B R U C N 0.2' O 0.6' ON 1' 5.0 " E 4 0') 5.0 0 (4 0'5 °0 1 N 2 23.8' 3.7' 1 24.0' 1.7' 1 T E E R T S S 0' R.O.W.) LIU U J (4 LOT 9 (120.00') S 69°12'57" E 120.06' 4 6 1' STEPS {TYPICAL} MANUFACTURED 56.0' HOME 56.1' 3.0' 1 1.7' 1 4 6 0' 1' 6 4 46 (120.00') S 69°12'57" E 120.06' N 69°12'57" W 120.06' (120.00') CONCRETE 8.6' 27.9' 45 47 WA L K 48 FFE= 462.85' 49 4 6 0 ' 27.9' 1 ' 6 4 43 STONE WALL D E E T E R R E V C N O O C C 4.1' 1 8.2' 44 142 FFE= 462.20' SINGLE STORY FRAME RESIDENCE 8.8' FFE= 462.23' 4 6 0 ' 8.2' 3.9' 1 133 141 140 N 69°12'57" W 120.06' (120.00') 124 LOT 8 BLOCK 7 125 126 0 ' 6 4 9.2' 0.9' FRAME SHED 0.3' 18.1' 1 1.1' 9.3' STEPS {TYPICAL} 132 4 5 9 ' LOT 7 BLOCK 7 458' 28.4' 130 F F 1.5' O 28.5' 127 128 Y E 129 L L 6) 8 0 4 3 0 0 1 0 D A E O. 2 T A C C. N A 8' V O (D 1' 5.0 " W 4 0') 5.0 0 0'5 (4 °0 1 S 2 0.5' ON 138 137 131 5.3' ON 136 135 134 F F 0.3' O LOT 4 D A E O. 2 T A C C. N A 8' V O (D 1.2' OFF Y E L L 6) 8 0 4 3 0 0 1 0 M F F 1.4' O Y E L L D A 1' 5.0 " W 4 0') 5.0 0 0'5 (4 °0 1 S 2 E T A C A 8' V LOT 5 BENCHMARK SQUARE CUT ON CURB ELEVATION= 461.79' NAVD 1988 DATUM GUARDRAIL ZONE X (500 YEAR) 461' ZONE X (100 YEAR) CURB 460' 4 59' 0') 5.0 (4 1' 5.0 " E 4 0 0'5 °0 1 N 2 42 F F 0.1' O 0.4' OFF SUBJECT TO CITY OF AUSTIN EASEMENT RESERVATION IN DOCUMENT NUMBER 2010034086. RESTRICTIONS LEGAL DESCRIPTION LOTS 7 AND 8, BLOCK 7, OUTLOT 41, DIVISION O, RILEY'S SUBDIVISION OF BLOCK NO. 7 OF OUTLOT 53 - DIVISION "O", ACCORDING TO THE MAP OR PLAT THEREOF, RECORDED IN VOLUME 3, PAGE 140, PLAT RECORDS, TRAVIS COUNTY, TEXAS; TOGETHER WITH EIGHT (8) FEET OF THE ADJACENT VACATED ALLEY AS SET FORTH IN THE CITY COUNCIL MINUTES RECORDED IN DOCUMENT NUMBER 2010034086, OFFICIAL PUBLIC RECORDS, TRAVIS COUNTY, TEXAS. ***NOTICE*** BEFORE DESIGN BEGINS ON THE SUBJECT PROPERTY THE OWNER SHOULD CHECK THE LOCAL GOVERNING AUTHORITIES ABOUT BUILDING SETBACKS AND OTHER BUILDING REQUIREMENTS. N NW NE W SCALE 1" = 20' E SW SE 0 S 20 40 E E T R A T S O F T E S I T E X R G E A D S EDWARD RUMSEY P R L A O F N D 5729 SE S S U O I R V L A Y N E R O SECONDARY SETBACK 150' FROM EDGE OF WATER OF LADY BIRD LAKE LEGEND 1/2" ROD FOUND CALCULATED POINT M MAG NAIL FOUND CHAIN LINK FENCE WOOD FENCE ( ) RECORD INFORMATION WATER METER UTILITY POLE OH OVERHEAD UTILITY LINE(S) DOWN GUY MANHOLE GAS METER OUTSIDE OF SUBJECT BOUNDARY TREE MULTI-STEM TREE HERITAGE TREE OVER 24" INSIDE OF SUBJECT BOUNDARY FINISHED FLOOR ELEVATION OFF (M) (H) ON FFE SQUARE CUT ON TOP OF CURB FOR BENCHMARK CITY OF AUSTIN 2.50 ACRES (TAX ID#187498) TREE LIST 16" HACKBERRY 17" HACKBERRY 5.5" PECAN 15.5" TREE 35" PECAN (H) 7" CEDAR ELM 12" PECAN 7.5" PECAN 10.5" HACKBERY 8" HACKBERRY 8" HACKBERRY 12" HACKBERRY 13.5" AMBER ELM 42 43 44 45 46 47 48 49 124 125 126 127 128 TREE LIST 8.5" HACKBERRY 33" PECAN (H) 10.5" HACKBERRY 24" UNKNOWN 10.5" PECAN 7" HACKBERRY 39.5" CEDAR ELM (H) 6.5" HACKBERRY 13.5" HACKBERRY (M) 12.25" HACKBERRY (M) 10" HACKBERRY 18" HACKBERRY (M) 7" HACKBERRY 129 130 131 132 133 134 135 136 137 138 140 141 142 LOT 6 ZONE X (500 YEAR) ZONE X (100 YEAR) TO THE LIEN HOLDER AND / OR OWNERS OF THE PREMISES SURVEYED AND TO: TRINITY TITLE OF TEXAS LLC I DO HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE OF THE PROPERTY LEGALLY DESCRIBED HEREON AND THAT THERE ARE NO BOUNDARY LINE CONFLICTS, ENCROACHMENTS OVERLAPPING OF IMPROVEMENTS, OR ROADS IN PLACE, EXCEPT AS SHOWN HEREON, AND CERTIFIES ONLY TO THE LEGAL DESCRIPTION AND EASEMENTS SHOWN ON THE REFERENCED TITLE COMMITMENT. THIS SURVEY CONFORMS TO A CATEGORY 1A, CONDITION II TYPE SURVEY AS SPECIFIED BY THE TEXAS SOCIETY OF PROFESSIONAL SURVEYORS MANUAL OF PRACTICE. L and u rv e y i n g 9020 ANDERSON MILL RD AUSTIN, TEXAS 78729 (512) 249-8149 PHONE (512) 331-5217 FAX TBPLS FIRM NO. 10135000 F.I.R.M. MAP INFORMATION ADDRESS THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD- PLAIN, AND HAS A ZONE "X" RATING AS SHOWN ON THE FLOOD INSURANCE RATE MAPS 48453C0465J F.I.R.M. MAP NO. PANEL: DATED: 0465J JANUARY 6, 2016 THIS CERTIFICATION IS FOR INSURANCE PURPOSES ONLY AND IS NOT A GUARANTEE THAT THIS PROPERTY WILL OR WILL NOT FLOOD. CONTACT YOUR LOCAL FLOOD PLAIN ADMINISTRATOR FOR THE CURRENT STATUS OF THIS TRACT. AMY RUHL-COOPS AND DANIEL S. COOPS 71 JULIUS STREET AUSTIN, TRAVIS COUNTY, TEXAS SURVEY DATE: JULY 2, 2018 FIELDED BY: MARIO RODRIGUEZ 11/05/2018 TITLE CO.: TRINITY TITLE CALC. BY: CHRIS ZOTTER DRAWN BY: SEAN SUTTON RPLS CHECK: EDWARD RUMSEY 07/02/2018 11/06/2018 11/06/2018 G.F. NO.: JOB NO.: 37801 A1013618 P-10/12u i l u J 3 7 18" Elm " 6 - ' 2 " 0 - ' 2 1 " 8 - ' 4 2 " 0 - ' 2 1 " 4 - ' 2 3 t e e r t S s u i l u J 1 7 ' 2 5 . 3 8 W " 0 5 ' 0 0 ° 1 2 N 461' 460' 459' 458' NORTH " 0 - ' 2 " 0 - ' 3 " 1 - ' 3 " 0 - ' 2 " 0 - ' 3 " 0 - ' 3 " 1 1 - ' 1 1 " 0 - ' 9 " 5 - ' 2 1 " 8 - ' 5 " 4 - ' 6 1' 6 4 17" Elm N 69° 12' 57" W 120.06' Concrete Driveway: 1,005 s.f. 14" Pecan 5' Side Yard Setback Joint Use Access Easement Gravel at carport: 276 s.f. Covered Stair: 73 s.f. Garage with second floor Guest House Finish Floor: 460.5' Ave. of Grade: 459.75' 25'-2" 8'-6" 15'-6" 19'-11" 10'-6" 3'-5" 27'-0" " 2 - ' 8 3 . E T E . ' 0 1 k c a b t e S d r a Y t n o r F ' 5 2 35" Pecan " 0 - ' 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 " 1 - ' 0 1 Front Porch: 63 s.f. Two Story Single Family 17 Residence 16 15 14 13 Finish Floor: 461.5' 12 11 Ave. of Grade: 459.75 10 9 12345678 Side Porch: 305 s.f. N 69° 12' 57" W 120.06' 5' Side Yard Setback Sidewalk: 87 s.f. 33" Pecan k c a b t e S d r a Y e d S i ' 0 1 t n e m e s a E y t i l i t U ' 8 Screened Porch: 197 s.f. 40" Elm 4 6 1' " 1 1 - ' 9 " 1 - ' 9 " 0 - ' 9 " 0 - ' 7 1 " 2 - ' 6 " 4 - ' 6 4 6 0' " 0 - ' 6 2 10'-5" ' 2 5 . 3 8 W " 0 5 ' 0 0 ° 1 2 N 4 5 9' 4 5 8' Site Area A: 10,013 sq ft Secondary Setback Line: 150' from waters edge Primary Setback Line: 100' from waters edge 25'-2" 12'-2" 18'-8" 18'-8" 11'-11" 33'-6" Total Site in Setback: Total Impervious cover in Setback: 1,724 s.f. (36.8%) 4,678 s.f. Total Site Area: Total Building Cover: Total Impervious cover: 10,013 s.f. 2,820 s.f. (27%) 3,985 s.f. (39.7%) Waters Edge e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/13/19 For Board of Adjustment Review Ruhl- Coops Residence 71 Julius St. Austin, Texas, 78702 © 2020 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AN AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'SSEAL AND SIGNATURE THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Variance Request Site Plan Sheet Number: A1.1 Proposed Site Plan 1 1" = 10' Scale: 1" = 10'-0" at 24" x 36" Scale: 1" = 20'-0" at 11" x 17" P-10/13Building Height Limit: 491.75' Average of highest gable 488.25' 4" exposure smooth Hardi lap siding 12 Slope 8 1x10 Hardi trim for gable fascia Board and batten smooth Hardi panel Tent #1 45° ' 5 1 t i h g e H g n d i l i u B " 6 - ' 8 2 1x12 Hardi trim for eave fascia Board and Batten smooth Hardi Panel 1:12 pitch TPO roofing light gray for low slope roofs 1x10 Fascia Painted steel columns per structural Stone veneer per Owner Finish Floor 461.5' " 1 - ' 4 Average of Grade: 459.75' O X " 1 - ' 0 1 W4 12 Slope 1 X O W13 " 7 - ' 1 " 1 - ' 0 1 O O W6 " 9 - ' 1 1 O X W1 O X W1 O X W1 painted steel columns D1 O X W1 O X W1 O X W1 custom front door w/ sidelites and transom per Owner Primary West 1 1/4" = 1'-0" 16'-1" Tent #3 40' Tent #2 40' Tent #1 Building Height Limit: 491.75' Average of highest gable 488.25' 1x10 Hardi Trim Fascia at gable 12 Slope 8 26 gauge, Double Lock standing seam metal roofing, fluted panel on High Temp. Ice and Water Shield or approved equal. Color per Owner 1x12 Hardi Trim Fascia at eave 26 gauge, Double Lock standing seam metal roofing, fluted panel on High Temp. Ice and Water Shield or approved equal. Color per Owner Gable encroachment on Tent per Subchptr. F. 2.6.E.3.b.i Top of beam at gable is 9'-3" a.f.f. Tent clears plate by 2.5" " 2 / 1 2 painted steel columns and framing at porch balcony 45° 36" tall guard rail w/ max. 4" opening Beam per structural Steel column ' 5 1 " 3 - ' 9 ' 3 " 7 - ' 1 " 1 - ' 0 1 stone veneer per Owner High Point Tent #1: 461.25' 6'-41/2" i t h g e H g n d i l i u B " 6 - ' 8 2 1x12 Hardi Trim Fascia at eave Board and Batten smooth Hardi panel siding Screened porch Painted steel column per structural Base wall Board and batten smooth Hardi siding 45° ' 5 1 High Point Tent #3: 460' O O W10 X O W8 X O W8 X O W8 X O W8 X O X O O X O 4" exposure smooth Hardi lap siding Board and Batten smooth Hardi panel siding " 1 - ' 8 W13 W13 W13 12 Slope 4" exposure smooth Hardi lap siding X O W2 " 1 - ' 8 D2 Average of Grade: 459.75' Finish Floor 461.5' Egress " 2 - ' 4 " 1 - ' 0 1 " 7 - ' 1 " 1 - ' 0 1 ' 1 " 1 - ' 7 " 1 - ' 2 X W5 tankless w/h North Elevation 2 1/4" = 1'-0" " 1 - ' 0 1 1 " 7 - ' 1 " 1 - ' 0 1 Building Line 1:12 pitch TPO roofing light gray for low slope roofs Painted steel column per structural Cut stone cap Stone Veneer column base Scale: 1/4" = 1'-0" at 24" x 36" Scale: 1/8" = 1'-0" at 11" x 17" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/13/19 For Board of Adjustment Review Ruhl- Coops Residence 71 Julius St. Austin, Texas, 78702 © 2020 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AN AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'SSEAL AND SIGNATURE THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: House West and North Elevations Sheet Number: A2.1 P-10/141x10 Hardi trim for gable fascia Average of highest gable 488.25' Building Height Limit: 491.75' Board and batten smooth Hardi panel 4" exposure smooth Hardi lap siding 26 gauge, Double Lock standing seam metal roofing, fluted panel on High Temp. Ice and Water Shield or approved equal. Color per Owner Gable encroachment on Tent per Subchptr. F. 2.6.E.3.b.i Top of beam at gable is 9'-3" a.f.f. Tent #1 clears plate by 2.5" painted steel columns and framing at porch balcony " 2 / 1 2 45° Cable Railing per Owner Max. 4" opening Beam per structural Steel column " 3 - ' 9 " 7 - ' 1 " 1 - ' 0 1 High Point Tent #1: 461.25' 6'-41/2" steel knee brace O X O X O X O W11 W9 W9 W9 ' 5 1 screened porch, steel columns painted steel columns per structural ' 1 " 1 - ' 7 " 1 - ' 2 X W4 X W4 East Elevation 3 1/4" = 1'-0" t i h g e H g n d i l i u B " 6 - ' 8 2 1x12 Hardi trim for eave fascia Board and Batten smooth Hardi Panel 1x10 Fascia Painted steel columns per structural Tankless w/h Finish Floor 461.5' Average of Grade: 459.75' " 1 - ' 0 1 " 7 - ' 1 " 1 - ' 0 1 Tent #1 45° ' 5 1 40' Tent #2 16'-1" Tent #3 40' Tent #1 17'-7" 17'-7" Gable encroachment on Tent #1, per Subchptr. F. 2.6.E.3.b.i " 2 / 1 2 Steel king post O W7 D2 " 3 - ' 9 O X Egress TEMP. W2 1x10 Hardi Trim Fascia at gable 12 Slope 8 Average of highest gable 488.25' 26 gauge, Double Lock standing seam metal roofing, fluted panel on High Temp. Ice and Water Shield or approved equal. Color per Owner O X O W8 X O X D2 W2 36" tall Cable Railing per Owner Max. 4" opening D2 TEMP. W2 O X O X Painted steel column per structural " 1 - ' 8 O TEMP. O O W2 O " 2 - ' 4 Egress W2 " 6 Average of Grade: 459.75' Finish Floor 461.5' TEMP. W2 W2 W2 Building Line Painted steel column per structural Cut stone cap Stone Veneer column base Building Height Limit: 491.75' 1x12 Hardi Trim Fascia at eave Tube steel knew bracing to support extended roof eave Board and batten smooth Hardi siding Screened porch Base wall Board and batten smooth Hardi siding t i h g e H g n d i l i u B " 6 - ' 8 2 45° ' 5 1 High Point Tent #3: 460' South Elevation 4 1/4" = 1'-0" Scale: 1/4" = 1'-0" at 24" x 36" Scale: 1/8" = 1'-0" at 11" x 17" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/13/19 For Board of Adjustment Review Ruhl- Coops Residence 71 Julius St. Austin, Texas, 78702 © 2020 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AN AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'SSEAL AND SIGNATURE THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: House East and South Sheet Number: A2.2 P-10/15Average of highest gable 484.9' Building Height Limit: 491.75' 8" exposure smooth Hardi lap siding Tent #2 Tent #3 12 Slope 8 1x10 Hardi trim for gable fascia Board and Batten smooth Hardi siding 45° O O X W12 X W12 t i m L i t i h g e H g n d i l i u B ' 2 3 . t g h . t l p " 1 - ' 9 " 7 - ' 1 . t g h . t l p " 1 - ' 9 t i h g e H g n d i l i u B " 2 / 1 1 - ' 5 2 X W12 Steel kit stair per Owner ' 5 1 High Point Tent #2: 460.5' High Point Tent #3: 460' 9'-11" D13 D3 1x12 Hardi trim for eave fascia Painted steel columns per structural Finish Floor 460.5' Average of Grade: 459.75' Guest West 5 1/4" = 1'-0" 12'-11" Gable encroachment on Tent per Subchptr. F. 2.6.E.3.b.i Building Height Limit: 491.75' 12'-101/2" 1x10 Hardi trim for gable fascia 1x12 Hardi trim for eave fascia Board and Batten smooth Hardi siding O X W8 X Egress O W12 X Egress O W12 i t h g e H g n d i l i u B " 2 / 1 1 - ' 5 2 8" exposure smooth Hardi lap siding Tankless w/h Finish Floor 460.5' Average of Grade: 459.75' Average of highest gable 484.9' 12 Slope 8 Tent #2 Tent #3 . t g h . t l p " 1 - ' 9 " 7 - ' 1 . t g h . t l p " 1 - ' 9 45° t i i m L t i h g e H g n d i l i u B ' 2 3 ' 5 1 High Point Tent #2: 460.5' High Point Tent #3: 460' 9'-11" 40' Tent #2 26 gauge, Double Lock standing seam metal roofing, fluted panel on High Temp. Ice and Water Shield or approved equal. Color per Owner O W10 O 8" exposure smooth Hardi lap siding " 1 - ' 9 " 7 - ' 1 " 1 - ' 9 Building Height Limit: 491.75' t i m L i t i h g e H g n d i l i u B ' 2 3 1x12 Hardi trim for eave fascia Painted steel columns per structural 36" tall guardrail w/ max. 4" opening Final design per Owner Steel kit stair per Owner 16'-3" Tent #3 Gable encroachment on Tent per Subchptr. F. 2.6.E.3.b.i " 2 / 1 3 - ' 4 Average of highest gable 484.9' Tent #3 45° . t g H . g d B l " 2 / 1 1 - ' 5 2 . t g h . t l p " 1 - ' 9 " 7 - ' 1 . t g h . t l p " 1 - ' 9 ' 5 1 High Point Tent #3: 460' 10'-41/2" 1x10 Hardi trim for eave fascia O W10 O Board and Batten smooth Hardi siding overhead garage door w/ lites per Owner Finish Floor 460.5' Average of Grade: 459.75' Guest North 6 1/4" = 1'-0" 40' Tent #2 Building Height Limit: 491.75' t i i m L t i h g e H g n d i l i u B ' 2 3 1x12 Hardi trim for eave fascia Painted steel columns per structural 36" tall guardrail w/ max. 4" opening Final design per Owner Steel kit stair per Owner 26 gauge, double lock standing seam, metal roofing w/ fluted panel, final color per Owner 1x10 Hardi trim for gable fascia 12 Slope 8 Board and Batten smooth Hardi siding 8" exposure smooth Hardi lap siding O O W6 16'-11/2" Tent #3 Gable encroachment on Tent per Subchptr. F. 2.6.E.3.b.i Average of highest gable 484.9' Tent #3 45° " 2 / 1 3 - ' 4 i t h g e H g n d i l i u B " 2 / 1 1 - ' 5 2 . t g h . t l p " 1 - ' 9 " 7 - ' 1 . t g h . t l p " 1 - ' 9 O O W6 ' 5 1 Finish Floor 460.5' Average of Grade: 459.75' High Point Tent #3: 460' 10'-21/2" Guest East 7 1/4" = 1'-0" Guest South 8 1/4" = 1'-0" e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/13/19 For Board of Adjustment Review Ruhl- Coops Residence 71 Julius St. Austin, Texas, 78702 © 2020 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AN AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'SSEAL AND SIGNATURE THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Garage and Studio Sheet Number: A2.3 P-10/16Street West View 1 1:142.86 South Side View 2 1:142.86 East Side View 3 1:142.86 Northwest View 4 1:142.86 e n a L n i t s u J 5 1 4 1 7 5 7 8 7 , s a x e T , n i t s u A 1 6 9 7 - 2 5 4 - 2 1 5 Seal: Signature: Issue: Project: 1/13/19 For Board of Adjustment Review Ruhl- Coops Residence 71 Julius St. Austin, Texas, 78702 © 2020 STUDIO MOMENTUM ARCHITECTS, PC. ALL RIGHTS RESERVED. ALL IDEAS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED FOR NO OTHER PURPOSE OR SITE OTHER THAN DESCRIBED HEREIN. THE USE OR REPRODUCTION OF THESE PLANS CONCERNING ANY OTHER CONSTRUCTION IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AN AUTHORIZED AGENT OF STUDIO MOMENTUM ARCHITECTS, PC. THESE DRAWINGS SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION UNLESS DATED AND NOTED WITH ARCHITECT'SSEAL AND SIGNATURE THESE DRAWINGS INDICATE THE GENERAL SCOPE OF WORK. THEY MAY NOT INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL COMPLETION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM ALL INFORMATION ON SITE AND SHALL INFORM THE ARCHITECT OF ANY DISCREPANCIES. Revisions: Sheet Title: Three Dimensional Views Sheet Number: A6.2 P-10/17P-10/18P-10/19View of House site looking East from Julius P-10/20View of 35" Pecan P-10/21View of site from across Julius P-10/22View East along South Property Line P-10/23View of Other Heritage Trees on the Site P-10/24View of Large Existing House at 70 San Saba, East of property P-10/25View South From Property P-10/26Natural Vegetation south of property P-10/27Land South of the property between water edge and property line P-10/28View South from end of Julius Street P-10/29View West from Property P-10/30P-10/31P-10/32P-10/33P-10/34P-10/35P-10/36P-10/37P-10/38 7 0 S a n S a b a S t , A u s t i n , T X 7 8 7 0 2 M A R C E L M E Y E R X 5 1 2 - 6 8 9 - 4 4 5 5 c e l l I a m i n f a v o r o f t h e v a r i i a n c e b e n g s o u g h t . I h a v e n o o b j e c t i o n s . P-10/39P-10/40