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HomeMy WebLinkAboutAgenda_HARC_02.23.2017Notice of Meeting for the Historic and Architectural Rev iew Commission of the City of Georgetown February 23, 2017 at 6:00 PM at Council and Courts Building 101 E 7th Street, Georgetown, TX 78626 The City o f G eo rgeto wn is committed to comp lianc e with the Americans with Dis abilities Ac t (ADA). If yo u req uire as s is tanc e in participating at a p ublic meeting d ue to a disability, as d efined und er the ADA, reas onab le as s is tance, ad ap tatio ns , or acc o mmo d ations will b e provid ed up o n req uest. P leas e c o ntact the City Sec retary's Office, at leas t three (3) days prior to the sc hed uled meeting d ate, at (512) 930-3652 o r City Hall at 113 Eas t 8th Street fo r add itional info rmation; TTY us ers ro ute through Relay Texas at 711. Regular Session (This Regular S es s io n may, at any time, b e rec es s ed to convene an Exec utive S es s io n fo r any p urpose authorized b y the Op en Meetings Act, Texas Go vernment Co d e 551.) A The His to ric and Architec tural Review Commis s ion, ap p o inted by the Mayo r and the City Counc il, is respons ible fo r hearing and taking final ac tion on applic ations , b y is s uing C ertific ates o f Appropriatenes s based upo n the C ity Co uncil ad o p ted Do wntown Design Guidelines and Unified Development Code. Co mmis s ion may, at any time, rec es s the R egular S es s io n to convene an Executive S es s io n at the reques t of the Chair, a Commissioner, the Direc to r or legal counsel fo r any p urp o s e autho rized by the Op en Meetings Ac t, Texas Government Code C hapter 551. Welcome and Meeting Procedures: Staff P res entation Applic ant P res entation (Limited to ten minutes unles s stated otherwis e by the Commission.) Q ues tio ns fro m Co mmis s io n to S taff and Ap p licant Comments fro m Citizens * Applic ant Res p o nse Commis s ion Delib erative Pro ces s Commis s ion Ac tion * Tho s e who s peak mus t turn in a speaker fo rm, lo cated at the b ack of the ro o m, to the rec o rd ing sec retary b efo re the item they wish to add res s begins. Each speaker will b e permitted to ad d res s the Co mmis s ion one time only fo r a maximum o f three minutes. Legislativ e Regular Agenda B Co nsideration and possible actio n to approve the minutes o f the January 26, 2107 regular meeting. Karen Fro s t, Rec o rd ing S ecretary C Public Hearing and p o s s ib le action o n a req uest for a Certific ate o f Appropriateness (COA) fo r exterior alterations fo r the property lo cated at 1251 South Main Street, bearing the legal desc rip tion o f Morro w Ad d ition, Bloc k D (NW/COR), 0.40 ac res . Matt Synats chk, His toric Planner D Co mments o r Ques tions by Co mmis s ioners -in-Training. E Staff update and reminder o f future meetings . Page 1 of 25 Adjournment CERTIFICATE OF POSTING I, Shelley No wling, C ity S ecretary fo r the C ity of Geo rgeto wn, Texas , d o hereby c ertify that this Notice of Meeting was p o s ted at City Hall, 113 E. 8th Street, a p lace read ily acc es s ible to the general p ublic at all times , on the ______ d ay o f __________________, 2017, at __________, and remained so p o s ted fo r at leas t 72 c o ntinuo us ho urs p receding the sc heduled time o f s aid meeting. ____________________________________ S helley No wling, City Sec retary Page 2 of 25 City of Georgetown, Texas Historic and Architectural Review February 23, 2017 SUBJECT: Cons id eration and p o s s ib le ac tion to approve the minutes of the January 26, 2107 regular meeting. Karen Frost, Rec o rding Sec retary ITEM SUMMARY: FINANCIAL IMPACT: na SUBMITTED BY: Karen Fro s t, Rec o rd ing S ecretary ATTACHMENTS: Description Type HARC_Minutes _01.26.2017 Backup Material Page 3 of 25 Historic and Architectural Review Commission Page 1 of 5 Meeting: January 26, 2017 City of Georgetown, Texas Historic and Architectural Review Commission Minutes Thursday, December 8, 2016 at 6:00 p.m. Council and Courts Building 101 E. 7th Street Georgetown, TX 78626 Members present: Lee Bain, Chair; Nancy Knight, Vice-Chair; Justin Bohls; Patty Eason; Shawn Hood, Richard Mee and Lawrence Romero. Commissioners in Training present: Lynn Williams and Michael Friends Commissioners absent: CIT Jan Daum Staff present: Matt Synatschk, Historic District Planner; Sofia Nelson, Planning Director; and Karen Frost, Recording Secretary. Call to Order by Chair Bain at 6:02 p.m. with the reading of the meeting procedures. Regular Session A. Welcome and Meeting Procedures Legislative Regular Agenda B. Consideration and possible action to approve the minutes of the December 8, 2016 regular meeting. Motion by Eason to approve the minutes as submitted. Second by Knight. Approved 7 - 0. C. Public Hearing and possible action on a request for a Certificate of Appropriateness (COA) for exterior alterations for the property located at 809 South Main Street, bearing the legal description of City of Georgetown, Block 52, Lot 3 (S/PT), 0.1106 acres. Synatschk presented the staff report. The applicant is requesting to reconstruct a tie rod canopy on the primary façade of the structure. The canopy will replace a previously removed awning, which replaced the original tie rod canopy. The Design Guidelines state that reconstruction of missing architectural elements shall be based upon documented evidence of the original element. The original tie rod hooks remain embedded in the building façade, indicating the presence of the original canopy. Canopies serve an important role for historic buildings, by providing shade and protection for the entrance and storefront and represent a character defining feature of historic commercial buildings. The proposed canopy will be of similar construction to the original one, and will be mounted between the storefront windows and the transom windows. The project complies with the Downtown and Old Town Design Guidelines as presented. Staff recommends approval. There were no questions by the Commission and the Chair opened the Public Hearing. With no speakers coming forth, he closed the Public Hearing. Motion by Knight to approve the application for COA for 809 South Main Street as submitted. Second by Eason. Approved 7 – 0. D. Public Hearing and possible action on a request for a Certificate of Appropriateness (COA) for exterior alterations for the property located at 1803 South Main Street, bearing the legal Page 4 of 25 Historic and Architectural Review Commission Page 2 of 5 Meeting: January 26, 2017 description of Eubank Addition, Block 4, Lots 13-14 (PTS), 0.195 acres. Synatschk presented the staff report. The applicant is requesting a Certificate of Appropriateness for the Low Priority historic structure located at 1803 South Main Street. The structure was built in 1947, and significantly altered in the 1970s. The alterations included construction of a new porch with nontraditional details, specifically the decorative porch columns. The alterations also included cladding a portion of the primary façade with brick. The proposed project removes the existing porch, brick cladding and vinyl siding from the house, and constructs a new porch on the primary façade. The new porch would continue the front gable design of the existing porch, but add inappropriate architectural elements to the structure. The house is generally classified as a “Minimal Traditional” style, built from the mid-1930s to the late 1940s. Minimal traditional houses were simplistic in their design, but still offered many of the structural components of earlier designs, including front porches. However, the front porches lacked the architectural detailing of previous styles, including Craftsman, Italianate and other early 20th century designs. The proposed porch is a simplified design, but incorporates one style feature from a different architectural style. The proposed porch columns include a boxed base, indicative of a Craftsman style porch. Adding conjectural features is not supported by the Downtown and Old Town Design Guidelines, due to the adverse impact on the architectural style of the original structure. Overall, staff supports the request for the new porch, but recommends a simple 6” x 6” porch column, replacing the proposed boxed columns. Robyn Clay, the owner of the property, asked for the commission to consider allowing her the boxed columns. Chair Bain opened the Public Hearing and with no speakers coming forth, closed the hearing. Motion by Knight to approve the application for a COA for 1803 South Main Street as requested by the applicant. Second by Hood. Approved 7 – 0. E. Public Hearing and possible action on a request for a Certificate of Appropriateness (COA) for infill construction for the property located at 205 Rock Street, bearing the legal description of City of Georgetown, Block 9, Lots 5-6, 7-8 (W/PTS). The applicant is proposing the construction of a Children’s Education Center and Theater on the southeast corner or Rock and 2nd Streets. The project consists of a single structure, housing classrooms, offices and performance spaces, and is 40 feet in height. The Mixed Use Downtown zoning district allows for zero lot line development, with 95% impervious cover, allowing for a dense development on a restricted parcel. The applicant originally presented to the HARC for conceptual review at the August 25th meeting. The original design incorporated metal on the second and third floors, with a synthetic stone for the first floor. The new proposed design incorporates the comments from the HARC, which included utilizing stone on the first floor, with additional accents, and limiting the metal cladding. Staff also requested changes to add building articulation, primarily along the west façade. The majority of the structure is three stories in height, with the east side theater space only extending to the second floor of the structure. The building walls are articulated through the use Page 5 of 25 Historic and Architectural Review Commission Page 3 of 5 Meeting: January 26, 2017 of different materials, windows and the primary entrance. The project incorporates a mix of materials, including metal panels on the third floor, with a mix of metal and natural limestone on the first and second floors of the structure. The portions of the limestone extend to the second floor to add articulation to the western wall, facing Rock Street. The predominant materials in the Downtown Overlay District are brick, stone, wood and metal. The architectural style of the structure creates a compatible structure for the Downtown Overlay District, while maintaining a modern feel. The design protects the character of the district, but also allows the project to be identified as new construction, which is appropriate for the district. Staff recommends approval of the application and of the options provided by the applicant, would choose more limestone on the 2nd floor with splitting up the solid metal wall. Limestone and metal material samples were provided. Knight questioned the Administrative Exceptions (AE). Synatschk explained that the Planning Director has the ability to issue an AE allowing an alternative design standards of the UDC if it provides for a better product. In this case, the AE’s were issued for an alternative parking plan and for material standards. This gives staff the opportunity to work with the applicants. Knight asks if this is a conflict because the Commission must comply with the Design Guidelines. Synatschk explained that the standards must comply with the UDC criteria, and altered standards with AE, before coming to the Commission for review with the Design Guidelines. Bain asked for the dimensions of the building. The height is 40 feet tall. Bain confirmed that the Commission’s approval of the application would include the exceptions already granted. Eason asked about the staff findings. Item 13.10 in the Design Guidelines states, “Traditional building materials such as wood, brick, and stone are encouraged.” Staff stated this application complies with this statement, but there are is not any brick or wood on this building. Then the staff analysis states “The predominant materials in the Downtown Overlay District are brick, stone, wood and metal.” Adding metal as an accepted use does not comply with page 131 of the Design Guidelines which states “Metal panels and large areas of featureless stucco are often used and these are out of character and not of human scale.” She argued that seems to contradict staff’s analysis. Synatschk replied that by adding articulation through the use of stone and the metal panels, human scale was added. And metal is found in the downtown historic district and he cited examples. Eason argued this building would have more metal than even the 100% metal building. The applicant, Gary Wang gave a short presentation of the proposed project. Bain asked what drove the choice of metal for a large portion of this building. Wang explained he likes it and so does the client. The windows on the north and west side would be painted red and blue metal. The glazing on all windows would be transparent, not mirrored. There was discussion of the added cornice and it was decided that it was not preferred or needed, by the commissioners and the applicant, for screening of the rooftop units. The cornice was a request by the city to help reach compliance with the UDC and Design Guidelines. Staff requests of the applicant included ways to achieve better building articulation, which included options with the shade. Chair Bain opened the Public Hearing: Doug Smith, 300 San Gabriel Village, benefactor of the Performance Center. Mr. Smith stated he likes the design that was originally submitted by Mr. Wang. He feels the building represents the feel that is intended. He asked for approval for the children, stating the metal was more cost Page 6 of 25 Historic and Architectural Review Commission Page 4 of 5 Meeting: January 26, 2017 effective and this building would provide a functional, education system for many years to come. Dana Barnes, 208 Innwood Drive. Her children benefit from participating in the Palace programs and she asked the Commission to not let architecture get in the way of the programs. Robert McCabe, 114 Dawana Ln. Mr. McCabe stated he has a daughter in the Palace program and he owns a nearby building. He will be looking at the new building a lot and supports the design. Scott Mohon, 105 N Austin Ave, Executive Director of the Palace. He explained that the Palace provides a nurturing environment for children and this new building not only celebrates and honors the history of the Palace, but will be creating a new history. Monti MacMillan, 6108 Harrogate. Mr. MacMillan read a letter of support from Brookwood, another local non-profit organization. Dustin and Maya Tahmahkera, 803 Bedford Court. Dustin introduced his daughter Maya, who participates in one of the children’s program at the Palace. She spoke in favor and support of the new facility. Trina Sherman, 251 Tower Rd, Liberty Hill. Ms. Sherman is Maya’s teacher and she was there to support Maya and talk about the Palace. She read a letter from Ron Shelley in support of the new facility because the programs have outgrown their current location. Barbara Dorrah, 101 Daisy Path. Read a letter from Art Rodriguez, the Palace Board President, explaining that they have been planning for this arts education building for three years and they feel it is an attractive and utilitarian design. Jonathan Young, 516 W. 8th Street. Read a letter from the Springers, the original founders of the Palace, stating what happens inside the building is not affected by the exterior of the building. Rebecca Pfiester, 403 Elm Street. She explained there is not a person in the room that does not want the Palace to thrive and grow, but she asked that they consider that it should still be a “gem” of the community in 100 years. Sam Pfiester, 403 Elm Street. Mr. Pfiester owns the property immediately to the south of the subject property and has donated the land for this project. He expressed his preference to have more stone on the 2nd floor of the west side of the building. He is proposing street trees and has hired a landscape architect to design a plan to make Rock Street more pedestrian friendly and to fit contextually with the properties in that area. Trenton Jacobs, 504 E. 7th Street. He supports the architectural design of the building and says it is refreshing to see something that makes you think. He says this design sets itself apart and too much stone would make the building feel “heavy”, like the jail down the street. Chair Bain closed the Public Hearing with no more speakers coming forth. The Commissioners deliberated the application and the different options presented. Motion by Hood to approve the application contingent on the use of stone on the 2nd story and choosing the option of Elevation 18, without the cornice. Second by Eason. Commissioners commented. Vote, 3 – 4. (Hood, Eason and Bain for; Bohls, Knight, Mee, and Romero opposed.) Page 7 of 25 Historic and Architectural Review Commission Page 5 of 5 Meeting: January 26, 2017 Motion by Hood to approve the application as submitted, without any additional stone on the 2nd floor, but without the cornice. Second by Mee. Approved 6 – 1. (Eason opposed.) F. Staff update and reminder of future meetings. • The Historic Resource Survey draft should be sent to Synatschk by January 31. There will then be a 30 day staff review. Public comments and a public meeting will be held in March and April. Notifications of the survey being posted on the website, and an explanation of the survey will be going to all property owners per the Cox-McClain contract agreements. A full document will be available at the library and in the Planning Department office. • The Austin Avenue Bridges were discussed at a third public meeting and staff is looking at options. More information will be coming at a later date. • The Fixed Bus Route has been approved with the main stop at the Public Library. See the website for the routes. The system starts in late summer. • Downtown West drawings will be available for public viewing in May, with construction starting in fall 2017. • Street signs printing for the Downtown and Old Town Overlay Districts will be put out to bid soon. There are 247 intersections that will receive new signs. Old (currently existing) signs will be offered for sale at the Visitor’s Center. • Sidewalk work in Downtown begins soon. Work will be done on Church Street between 9th and 11th Streets, on 8th Street between Rock St and MLK, and on 8th Street between Church and Myrtle Streets. • The next HARC meeting will be February 23, 2017. G. Comments or Questions by Commissioner-in-Training. No comments. Adjournment Motion by Knight, second by Romero to adjourn at 8:07 p.m. Approved 7 – 0. ___________________________________ ______________________________ Approved, Lee Bain Chair Attest, Lawrence Romero, Secretary Page 8 of 25 City of Georgetown, Texas Historic and Architectural Review February 23, 2017 SUBJECT: Pub lic Hearing and p o s s ib le ac tion o n a reques t fo r a Certific ate of Appro p riatenes s (C OA) fo r exterior alteratio ns for the property loc ated at 1251 S o uth Main Street, b earing the legal d es crip tion of Morro w Additio n, Blo c k D (NW/COR), 0.40 acres. Matt S ynatsc hk, Histo ric Planner ITEM SUMMARY: The City o f G eo rgeto wn is in receipt of a req ues t for a COA for exterio r alteratio ns to a his toric residence in the Old Town Overlay District. Acc o rd ing to the s ub mitted letter o f intent, the applic ant wis hes to cons truct a new p o rch, garage and master bathro o m additio n. Staff rec o mmend s approval with c o nditio ns of the reques t b as ed on the find ings that the req uest meets the ap p ro val criteria o f S ectio n 3.13.030 of the Unified Development Code (UDC ), as outlined in the attached Staff Rep o rt. T he ap p ro val is c o nditio ned up o n c reating a s imp lified porc h des ign, whic h is appropriate fo r the d es ign o f the his to ric s tructure. The affirmative vote of the majority o f the HAR C memb ers is req uired to approve the COA req uest. FINANCIAL IMPACT: None. SUBMITTED BY: Matt Synatsc hk, His toric P lanner ATTACHMENTS: Description Type COA-2017-002 Staff Report Backup Material COA-2017-002 Plan Review Backup Material Page 9 of 25 Planning Department Staff Report  Historic and Architectural Review Commission    COA‐2017‐002 1251 South Main Street Page 1 of 4  Meeting Date: February 23, 2017   File Number:  COA‐2017‐002    AGENDA ITEM DESCRIPTION  Public Hearing and possible action on a request for a Certificate of Appropriateness (COA) for exterior  alterations for the property located at 1251 South Main Street, bearing the legal description of Morrow  Addition, Block D (NW/COR), 0.40 acres    AGENDA ITEM DETAILS  Project Name:  Whitehurst Residence Residential Remodel  Applicant:  Darren Whitehurst  Property Owner: Darren and Marilyn Whitehurst  Property Address:  1251 South Main Street   Legal Description:  Morrow Addition, Block D (NW/COR), 0.40 acres  Historic Overlay:  Old Town Overlay District  Case History: This is the first review for this application.     HISTORIC CONTEXT  Date of construction:  1884  Historic Resources Survey Level of Priority: 1984 – Low Priority   2007 – Low Priority  National Register Designation: None  Texas Historical Commission Designation: None    APPLICANT’S REQUEST  The applicant is requesting a Certificate of Appropriateness for the following items:    1. Removal of an existing front porch and construction of a new porch  2. Removal of the carport and construction of a new garage  3. Construction of a new master bath addition along the south façade     APPLICABLE DESIGN GUIDELINES  The following guidelines are applicable to the proposed scope of work in accordance with the adopted  Downtown and Old Town Design Guidelines:    GUIDELINES FINDINGS  4.3 Protect and maintain significant stylistic elements. Does not comply  7.1 Avoid alterations that would damage historic features Does not comply  7.3 An addition shall be compatible in scale, materials, and character of the  main building  Does not comply  Page 10 of 25 Planning Department Staff Report  Historic and Architectural Review Commission    COA‐2017‐002 1251 South Main Street Page 2 of 4  GUIDELINES FINDINGS  7.10 The roof form of a new building shall be in character with that of the  primary building  Complies      STAFF ANALYSIS  The applicant is requesting a Certificate of Appropriateness for the Low Priority historic structure  located at 1251 South Main Street. The structure was built in 1884, with remodel projects completed in  1931, 1936, and possibly after 1979. The alterations included construction of a new porch with  nontraditional details, specifically the decorative porch columns. No photographic details exist for the  structure prior to the sale in 1979. The Secretary of the Interior Standards for the Rehabilitation of  Historic Properties treat any changes that are 50 years old or older as historic features of the structure.  The 1931 and 1936 alterations have gained historic significance in their own right. Standard 4 states  “Changes to a property that have acquired historic significance in their own right will be retained and  preserved.” Therefore, the historic changes should be considered during the project review process.     The proposed project removes the existing porch and constructs a new porch along the west and north  facades of the structure. The porch design includes a “turret” at the northwest corner of the porch.  Standard 3 states that “Each property will be recognized as a physical record of its time, place, and use.  Changes that create a false sense of historical development, such as adding conjectural features or  elements from other historic properties, will not be undertaken.” The proposed porch design is  incompatible with the minimalist design of the structure, and adds a false architectural component to  the house. The new porch will continue the front roof line of the existing porch, but add inappropriate  architectural elements to the structure. In addition, the exposed rafter tails mimic other architectural  styles. The porch design should be simplified to reflect the minimalist architecture of the structure.      The impact of the removal of the carport and construction of a new garage is mitigated by placing the  garage doors at the rear of the structure and adding windows to the wall, maintaining the structural  appearance while accomplishing their needs.     The series of alterations to the structure since its date of construction make it difficult to identify the  character defining features of the structure. Since no photographic evidence exists, any proposed  reconstruction of missing features or new additions should be minimal in style, to prevent creating a  false sense of history for the project.     The master bath addition to the south façade will be hidden from view by the new garage addition, and  does not require review by the Commission.     Overall, the garage and master bath addition complies with the design guidelines in style, materials  and massing. However, the front porch design incorporates inappropriate design elements. The  removal of the “turret” feature would bring the porch design in to compliance with the design  guidelines. Staff supports the garage and master bath additions, but is unable to recommend approval  of the porch without simplifying the design by removing the turret.  Page 11 of 25 Planning Department Staff Report  Historic and Architectural Review Commission    COA‐2017‐002 1251 South Main Street Page 3 of 4    CRITERIA FOR APPROVAL  In accordance with Section 3.13.030 of the Unified Development Code, the HARC must consider the  following criteria:    SECTION 3.13.030 CRITERIA FINDINGS  A. The application is complete and the information  contained within the application is correct and  sufficient enough to allow adequate review and  final action;  The application is deemed complete.  B. Compliance with any design standards of the  Unified Development Code;  The proposed project complies with the  design standards of the underlying  Residential Single Family (RS) zoning  district.  C. Compliance with the adopted Downtown Design  Guidelines, as may be amended from time to time,  specific to the applicable Historic or Overlay  District;  The project does not comply with the  Downtown and Old Town Design  Guidelines, as detailed in the staff analysis.  D. The integrity of an individual historic structure is  preserved.  The construction of an undifferentiated non‐ historic porch adversely effects the integrity  by creating a false sense of history for the  structure.  E. New buildings or additions are designed to be  compatible with surrounding historic properties.  The new addition is compatible with the  surrounding properties.  F. The overall character of the Historic or applicable  Overlay District is protected.  The proposed project adversely impacts the  overall character of the district by reducing  the integrity of the historic structure through  the construction of a new porch that creates  a false sense of history for the structure.]  G. Signs that are out of keeping with the adopted  design standards, and are not in character with  the site or landmarks within the Historic or  applicable Overlay District in question will not be  permitted.  No signage is proposed with this project.  H. The following may also be considered by the  HARC when determining whether to approve a  Certificate for Design Compliance:  1. The effect of the proposed change upon the  general historic, cultural, and architectural  nature of the site, landmark, or District.  2. The appropriateness of exterior architectural  The proposed porch creates an adverse  effect on the structure by creating a false  sense of history. Utilizing identical materials  also limits the ability to assess the historic  integrity of the structure, further impacting  the integrity. Although this project has  limited impact on the district overall, it  Page 12 of 25 Planning Department Staff Report  Historic and Architectural Review Commission    COA‐2017‐002 1251 South Main Street Page 4 of 4  SECTION 3.13.030 CRITERIA FINDINGS  features, including parking and loading  spaces, which can be seen from a public street,  alley, or walkway.  3. The general design, arrangement, texture,  material, and color of the building or structure  and the relation of such factors to similar  features of buildings or structures in the  District, contrast or other relation of such  factors to other landmarks built at or during  the same period, as well as the uniqueness of  such features, considering the remaining  examples of architectural, historical, and  cultural values.  significantly reduces the historic integrity of  the structure.    STAFF RECOMMENDATION  Based on the findings listed above, staff recommends approval of the proposed project with the  removal of the “turret” feature from the porch.     As of the date of this report, staff has received no comments regarding the request.      ATTACHMENTS  Exhibit 1 – Letter of Intent  Exhibit 2 – Plans and Specifications     SUBMITTED BY  Matt Synatschk, Historic Planner  PUBLIC COMMENTS  Page 13 of 25 S 89°56'37" E 176.66' (S 89°55'54" E 176.68') S 0 0 ° 4 1 ' 3 2 " E 4 6 . 6 2 ' (S 0 1 ° 0 6 ' 1 3 " E ) S 0 0 ° 2 5 ' 0 2 " W 4 8 . 9 8 ' (S 0 0 ° 1 5 ' 4 0 " W 4 8 . 9 1 ' ) S 89°36'49" W 176.92' (S 89°57'40" W 176.95') MA I N S T R E E T E E E E E E E E E E E E E E E E E E E E E N 0 0 ° 0 0 ' 0 2 " W 1 0 0 . 0 5 ' BE A R I N G B A S I S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E new conc. or brick paver drive (conf. w/ owner) newly located a/c cond. units (conf. w/ hvac contractor) 22" 16" 26" new conc. apron per City of Georgetown standards overhead utilities overhead utilities building setback 6' - 0 " 20'-0" building setback 6' - 0 " 10'-0" 6' - 6 " new covered porch new covered walkway 20 ' - 0 " b u i l d i n g s e t b a c k 10 ' - 0 " b u i l d i n g s e t b a c k 6'-0" building setback 6'-0" building setback remove tree remove tree W SD Building Setbacks/ Easements/P.U.E. Lines Property Lines XWire Fence EElectrical Power Line (buried, u.n.o.) WWater Line TTelephone Cable WV SFSilt Fence Water Valve Water Meter Water Well WM Fire Hydrant Wood Fence Chainlink Fence Power Pole GVGas Line Valve Storm Drainage Manhole Fence/Gate Post Property Corner VPFVegetation Protection Fence CFSConstruction Fencing WWSewer Line (Waste Water) Elevation Benchmark TPTree Protection Fence Tree Configuration Tree Trunk Approx. Diagrammatic Canopy/ Drip Zone & Critical Root Zone 1 Tree To Be Removed GASGas Line SSewer Taps X E W T SF VPF CFS WW TP GAS Wrought Iron Fencing Propane Tank Septic Field (Proposed Area) Commercial Trash Dumpster Stabilized Construction Entrance (3"x5" rubble rock) Portable Sanitary Facility Construction Material & Staging Area (Proposed Area) PT CTD PSF cms 100 SF Critical Root Zone 2 (50% of Drip Zone) Critical Root Zone 3 (25% of Drip Zone) Limits of Construction Disturbance Site Plan Legend Finish Grade Lines Existing Grade LInes North Arrow Area of Site Cut 5’ Min. Landscape Area plan north true north 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office Site Plan - Architectural A2.1 1.Refer to General Construction Notes (Sht. 1.1) for additional notes and information. 2.This site plan is based on information and/or documents provided by the Owner or Surveyor. The drawing is not intended to be or replace the legal survey and it may not reflect all easements and/or restrictions imposed on the property. Building setbacks, if shown, are according to the survey, plat, city standards, subdivision Restrictive Covenants, or community design guidelines if known or as provided by Owner or Surveyor. As each of those sources may differ, Owner and Contractor shall confirm all such information prior to commencement of work. Owner and Contractor shall refer to the recorded subdivision plat, recorded lot plat and/or title policy for final lot configuration, setbacks, surveys and easements which may not be shown on the Architectural Site Plan. 3.Refer to tree survey for precise sizes and types of trees. After building corners are located and prior to commencement of foundation work, Contractor shall confirm site placement w/Owner and obtain approval from Owner for foundation position relative to trees and canopy encroachment. Provide tree protection at all times for all tree to remain within and adjacent to construction zone. 4.Refer to the Civil Engineering or Landscape Architect plans for specific construction site plans including drainage. These plans take precedent over the Architectural Site Plan. 5.Grades, and tree locations, if depicted on this site plan, are approximate unless noted otherwise. Boundary, topographical and tree surveys have been provided by Owner or Surveyor for Architects use in development of the Architectural Site Plan. Owner and Contractor shall confirm all such information prior to commencement of work. 6.If finish grading is not provided by Architect, refer to Contractor, Civil Engineer or Landscape Architect as the case may be to determine final finish grade. In all cases, Contractor must insure proper drainage away from all structures. 7.If not noted specifically on the Architectural Site Plan, refer to Civil Engineering or Landscape Architectural plans for all grading, utilities, site work, flatwork, walks, drives and parking. Note that Architectural Site Plan may be diagrammatic only in reference to these items. 8.Refer to Landscape Architect plan for irrigation, planting and landscape related drainage. 9.Provide sleeving as needed for landscape irrigation, electrical, TV, phone, Internet, plumbing lines, drainage and utility systems under flatwork, terraces, walls, curbs, or driveways as necessary. (confirm all locations w/Owner and/or Landscape Architect and per floor plan and electrical plan). 10.Contractor shall confirm exact position of all existing and proposed site utilities, meters and lines prior to commencement of any work. Utility lines, if shown, are approximate unless specifically confirmed and located by surveyor or utility provider. 11.Provide tree protection for all trees to be saved within construction zone. 12.Refer to local ordinances or restrictions and arborist industry standards relative to cutting or trimming trees and foundation placement and position relative to tree locations. 13.Propane tank guidelines: a.Contractor shall confirm all guidelines with licensed propane installer prior to commencement of work or installation. b.Tank shall be minimum of 10'-0" from residence, any combustible source, condensing units, and gas or electric meter or sources. c.Truck back-up and parking areas must be visible from tank location and tank must be visible from truck back-up and parking areas. d.Tank can be located no farther than 100'-0" from supply truck. e.Contractor shall confirm exact specific tank location w/propane tank installer prior to commencement of work or installation. 14.Unless specifically and dimensionally located, final precise location of building footprint on site shall be confirmed by Owner and Contractor. 15.Contractor shall adhere to all community or governing jurisdictional guidelines relative to tree removal, pruning and tree protection. 16.Construction waste shall be removed periodically and consistently as needed to insure a clean job site. 17.Contractor shall comply with governing jurisdiction standards and construction details relative to site work, flatwork, drives, aprons and sidewalks in right of way. 18.Driveways and aprons shall meet all community architectural guidelines and governing jurisdiction requirements. 19.All exterior or site lighting shall be hooded if required by City ordinance, community design guidelines or governing jurisdictions requirements. 20.Provide silt-fencing per TCEQ or governing jurisdiction standards or guidelines. 21.Confirm any under-slab or through-slab drainage piping requirements with owner, civil engineer and/or Landscape Architect prior to commencement of foundation work. 22.Contractor shall provide erosion control barriers to be installed prior to commencement of construction. 23.Contractor shall provide for a stabilized temporary construction entrance and driveway to be placed prior to commencement of construction. Refer to governing jurisdiction or community design guidelines for details. 24.All stumps and roots shall be removed from the soil to a depth of 12" below the surface of the ground in the area of the building. 25.Contractor shall confirm driveway slope at time of layout and batter boards to insure that driveway slope does not exceed allowable slope. 26.Owner and contractor shall insure that grading and drainage revisions to or site lot do not adversely affect adjacent lots or property and any drainage existing the lot or property onto an abutting property will be directed to a common property pin. 27.Maximum 12" allowable ht. exposed concrete foundation including driveway edge/face. 28.Landscape, fencing and pool to be submitted under separate plans, and with applicable permits, fees and deposits. 29.Driveway grade in the street ROW must have positive drainage to the street and will not exceed maximum slope allowed by governing jurisdiction. 30.Contractor certifies that he has verified the location of all applicable setbacks shown on site plan. 31.Irrigation backflow preventer must be located within 2' of the front of the house and must be screened from view. 32.Verify depth of wastewater service prior to finalizing finished floor elevation. 33.Verify existing and proposed meter, tap, utility service locations and lines prior to installation. Utility line locations are approximate. Contractor shall field verify for exact locations. 34.All construction materials and construction waste shall be stored on site during construction. Construction waste shall be removed periodically and as needed to insure a continuously clean job site. 35.There are no storm sewer inlets within the lot frontage or within 10'-0" of the side property lines. 36.Landscape and retaining wall plan and permits by others. Retaining walls shall not exceed 12" in height above material being retained. 37.Install yard light with photo-light cell. 38.Contractor to resculpture topography and/or finished grade as required to provide positive drainage of surface water away from building and to prevent negative impact on adjacent lot or property. Provide positive drainage away from house in all cases. 39.Final location of residence and finish floor elevation shall be verified by Contractor and approved by Owner prior to slab formwork being erected. 40.Contractor shall provide control and expansion joints as required at concrete drive, walks and patios. 41.Location of mailbox (if required) and exterior driveway lights to be verified by Owner and Contractor prior to installation. 42.All exterior mechanical and HVAC equipment to be screened per City requirements, subdivision or association deed restrictions or design guidelines. 43.Trash cans shall be stored in garage or in an area screened from public view and protected from animal access. 44.Contractor shall clean up areas affected by daily work and remove debris and materials from the site upon completion of the work. 45.Contractor shall insure neither roof overhangs or gutters encroach beyond building setback lines. 46.Confirm all site, foundation, wall and flatwork elevations with structural engineering and/or civil engineering plans.Architectural plan elevations established are nominal estimates and may vary due to slope and drainage conditions required for final elevations. Civil and/or Structural Engineering plans take precedence. 47.Retaining wall elevations are subject to change per final Civil Engineering or Landscape Architectural plans. 48.Contractor shall provide french drains and waterproofing as required at foundation walls, pool walls, retaining or planter walls. Drainage and waterproofing systems and details provided by others. 49.Fencing shall be installed per community guidelines or standards. 50.Provide address marker or monument if required by community design guidelines or governing jurisdiction. Site Plan Notes 0 4 8 16 SITE PLAN - ARCHITECTURAL plan north true north Scale: 1/8"=1'-0" Impervious Cover Calculation Lot Area (0.48 acres)17,674 100% Allowable Impervious Cover 7,953 45% Impervious Cover Building/Structure Footprint 4,994 Sidewalk, Steps, Driveway 1,131 Total Impervious Cover 6,125 34.66% Page 14 of 25 S 89°56'37" E 176.66' (S 89°55'54" E 176.68') S 0 0 ° 4 1 ' 3 2 " E 4 6 . 6 2 ' (S 0 1 ° 0 6 ' 1 3 " E ) S 0 0 ° 2 5 ' 0 2 " W 4 8 . 9 8 ' (S 0 0 ° 1 5 ' 4 0 " W 4 8 . 9 1 ' ) S 89°36'49" W 176.92' (S 89°57'40" W 176.95') MA I N S T R E E T E E E E E E E E E E E E E E E E E E E E E N 0 0 ° 0 0 ' 0 2 " W 1 0 0 . 0 5 ' BE A R I N G B A S I S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E NEW SCREENED PORCH ADDITION remove tree remove tree NEW TURRET ADDITION NEW PORCH ADDITION NEW GARAGE ADDITION NEW MASTER BATH ADDITION 18 ' - 3 " 13 ' - 8 " 40 ' - 2 " 14 ' - 4 " 13 ' - 6 " 12'-0"20'-9"9'-3"39'-7"22'-7" 6' - 6 " 48 ' - 9 " 25 ' - 3 " 19 ' - 5 " 23'-7"34'-10"23'-10"12'-0" NEW PORCH ADDITION W SD Building Setbacks/ Easements/P.U.E. Lines Property Lines XWire Fence EElectrical Power Line (buried, u.n.o.) WWater Line TTelephone Cable WV SFSilt Fence Water Valve Water Meter Water Well WM Fire Hydrant Wood Fence Chainlink Fence Power Pole GVGas Line Valve Storm Drainage Manhole Fence/Gate Post Property Corner VPFVegetation Protection Fence CFSConstruction Fencing WWSewer Line (Waste Water) Elevation Benchmark TPTree Protection Fence Tree Configuration Tree Trunk Approx. Diagrammatic Canopy/ Drip Zone & Critical Root Zone 1 Tree To Be Removed GASGas Line SSewer Taps X E W T SF VPF CFS WW TP GAS Wrought Iron Fencing Propane Tank Septic Field (Proposed Area) Commercial Trash Dumpster Stabilized Construction Entrance (3"x5" rubble rock) Portable Sanitary Facility Construction Material & Staging Area (Proposed Area) PT CTD PSF cms 100 SF Critical Root Zone 2 (50% of Drip Zone) Critical Root Zone 3 (25% of Drip Zone) Limits of Construction Disturbance Site Plan Legend Finish Grade Lines Existing Grade LInes North Arrow Area of Site Cut 5’ Min. Landscape Area plan north true north 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office Site Plan - HARC A2.2 1.Refer to General Construction Notes (Sht. 1.1) for additional notes and information. 2.This site plan is based on information and/or documents provided by the Owner or Surveyor. The drawing is not intended to be or replace the legal survey and it may not reflect all easements and/or restrictions imposed on the property. Building setbacks, if shown, are according to the survey, plat, city standards, subdivision Restrictive Covenants, or community design guidelines if known or as provided by Owner or Surveyor. As each of those sources may differ, Owner and Contractor shall confirm all such information prior to commencement of work. Owner and Contractor shall refer to the recorded subdivision plat, recorded lot plat and/or title policy for final lot configuration, setbacks, surveys and easements which may not be shown on the Architectural Site Plan. 3.Refer to tree survey for precise sizes and types of trees. After building corners are located and prior to commencement of foundation work, Contractor shall confirm site placement w/Owner and obtain approval from Owner for foundation position relative to trees and canopy encroachment. Provide tree protection at all times for all tree to remain within and adjacent to construction zone. 4.Refer to the Civil Engineering or Landscape Architect plans for specific construction site plans including drainage. These plans take precedent over the Architectural Site Plan. 5.Grades, and tree locations, if depicted on this site plan, are approximate unless noted otherwise. Boundary, topographical and tree surveys have been provided by Owner or Surveyor for Architects use in development of the Architectural Site Plan. Owner and Contractor shall confirm all such information prior to commencement of work. 6.If finish grading is not provided by Architect, refer to Contractor, Civil Engineer or Landscape Architect as the case may be to determine final finish grade. In all cases, Contractor must insure proper drainage away from all structures. 7.If not noted specifically on the Architectural Site Plan, refer to Civil Engineering or Landscape Architectural plans for all grading, utilities, site work, flatwork, walks, drives and parking. Note that Architectural Site Plan may be diagrammatic only in reference to these items. 8.Refer to Landscape Architect plan for irrigation, planting and landscape related drainage. 9.Provide sleeving as needed for landscape irrigation, electrical, TV, phone, Internet, plumbing lines, drainage and utility systems under flatwork, terraces, walls, curbs, or driveways as necessary. (confirm all locations w/Owner and/or Landscape Architect and per floor plan and electrical plan). 10.Contractor shall confirm exact position of all existing and proposed site utilities, meters and lines prior to commencement of any work. Utility lines, if shown, are approximate unless specifically confirmed and located by surveyor or utility provider. 11.Provide tree protection for all trees to be saved within construction zone. 12.Refer to local ordinances or restrictions and arborist industry standards relative to cutting or trimming trees and foundation placement and position relative to tree locations. 13.Propane tank guidelines: a.Contractor shall confirm all guidelines with licensed propane installer prior to commencement of work or installation. b.Tank shall be minimum of 10'-0" from residence, any combustible source, condensing units, and gas or electric meter or sources. c.Truck back-up and parking areas must be visible from tank location and tank must be visible from truck back-up and parking areas. d.Tank can be located no farther than 100'-0" from supply truck. e.Contractor shall confirm exact specific tank location w/propane tank installer prior to commencement of work or installation. 14.Unless specifically and dimensionally located, final precise location of building footprint on site shall be confirmed by Owner and Contractor. 15.Contractor shall adhere to all community or governing jurisdictional guidelines relative to tree removal, pruning and tree protection. 16.Construction waste shall be removed periodically and consistently as needed to insure a clean job site. 17.Contractor shall comply with governing jurisdiction standards and construction details relative to site work, flatwork, drives, aprons and sidewalks in right of way. 18.Driveways and aprons shall meet all community architectural guidelines and governing jurisdiction requirements. 19.All exterior or site lighting shall be hooded if required by City ordinance, community design guidelines or governing jurisdictions requirements. 20.Provide silt-fencing per TCEQ or governing jurisdiction standards or guidelines. 21.Confirm any under-slab or through-slab drainage piping requirements with owner, civil engineer and/or Landscape Architect prior to commencement of foundation work. 22.Contractor shall provide erosion control barriers to be installed prior to commencement of construction. 23.Contractor shall provide for a stabilized temporary construction entrance and driveway to be placed prior to commencement of construction. Refer to governing jurisdiction or community design guidelines for details. 24.All stumps and roots shall be removed from the soil to a depth of 12" below the surface of the ground in the area of the building. 25.Contractor shall confirm driveway slope at time of layout and batter boards to insure that driveway slope does not exceed allowable slope. 26.Owner and contractor shall insure that grading and drainage revisions to or site lot do not adversely affect adjacent lots or property and any drainage existing the lot or property onto an abutting property will be directed to a common property pin. 27.Maximum 12" allowable ht. exposed concrete foundation including driveway edge/face. 28.Landscape, fencing and pool to be submitted under separate plans, and with applicable permits, fees and deposits. 29.Driveway grade in the street ROW must have positive drainage to the street and will not exceed maximum slope allowed by governing jurisdiction. 30.Contractor certifies that he has verified the location of all applicable setbacks shown on site plan. 31.Irrigation backflow preventer must be located within 2' of the front of the house and must be screened from view. 32.Verify depth of wastewater service prior to finalizing finished floor elevation. 33.Verify existing and proposed meter, tap, utility service locations and lines prior to installation. Utility line locations are approximate. Contractor shall field verify for exact locations. 34.All construction materials and construction waste shall be stored on site during construction. Construction waste shall be removed periodically and as needed to insure a continuously clean job site. 35.There are no storm sewer inlets within the lot frontage or within 10'-0" of the side property lines. 36.Landscape and retaining wall plan and permits by others. Retaining walls shall not exceed 12" in height above material being retained. 37.Install yard light with photo-light cell. 38.Contractor to resculpture topography and/or finished grade as required to provide positive drainage of surface water away from building and to prevent negative impact on adjacent lot or property. Provide positive drainage away from house in all cases. 39.Final location of residence and finish floor elevation shall be verified by Contractor and approved by Owner prior to slab formwork being erected. 40.Contractor shall provide control and expansion joints as required at concrete drive, walks and patios. 41.Location of mailbox (if required) and exterior driveway lights to be verified by Owner and Contractor prior to installation. 42.All exterior mechanical and HVAC equipment to be screened per City requirements, subdivision or association deed restrictions or design guidelines. 43.Trash cans shall be stored in garage or in an area screened from public view and protected from animal access. 44.Contractor shall clean up areas affected by daily work and remove debris and materials from the site upon completion of the work. 45.Contractor shall insure neither roof overhangs or gutters encroach beyond building setback lines. 46.Confirm all site, foundation, wall and flatwork elevations with structural engineering and/or civil engineering plans.Architectural plan elevations established are nominal estimates and may vary due to slope and drainage conditions required for final elevations. Civil and/or Structural Engineering plans take precedence. 47.Retaining wall elevations are subject to change per final Civil Engineering or Landscape Architectural plans. 48.Contractor shall provide french drains and waterproofing as required at foundation walls, pool walls, retaining or planter walls. Drainage and waterproofing systems and details provided by others. 49.Fencing shall be installed per community guidelines or standards. 50.Provide address marker or monument if required by community design guidelines or governing jurisdiction. Site Plan Notes 0 4 8 16 SITE PLAN - HARC plan north true north Scale: 1/8"=1'-0" Impervious Cover Calculation Lot Area 17,674 100% Allowable Impervious Cover 7,953 45% Impervious Cover Building/Structure Footprint 4,994 Sidewalk, Steps, Driveway 1,131 Total Impervious Cover 6,125 34.66% Project Information Chart /RW$UHD¬¬6) Zoning District:Residential Single-Family (RS) Old Town Overlay District Existing & Proposed Use:Single-Family Residential Existing Building Area 5HVLGHQFH$UHD¬2,863 SF Garage Area:528 SF Total Existing Area:3,391 SF Existing FAR:.19 SF Proposed New Addition:2,441 SF Less Areas Removed: 1,086 SF 7RWDO1HZ$GGLWLRQ¬1,355 SF Total Building Area 4,746 SF 7RWDO)$5¬.27 Allowable FAR .45 Page 15 of 25 EXIST. ENTRY EXIST. LIVING EXIST. DINING EXIST. STORAGE EXIST. KITCHEN EXIST. OFFICE HALL EXIST. UTILITY EXIST. WIC EXIST. BEDROOM 3 EXIST. BATH VEST. EXIST. CLOS. EXIST. BATH EXIST. BACK PORCH EXIST. DEN EXIST. BEDROOM 2 EXIST. WIC EXIST. GUEST ROOM EXIST. MASTER BATH EXIST. WIC EXIST. MASTER BEDROOM EXIST. CARPORT EXIST. FRONT PORCH EXIST. BATH EXIST. CLOS. exist. elec. meter & breaker panel to be relocated (conf. w/ elec. contractor) exist. 22" Ø tree exist. 16" Ø tree hb exist. hose bib exist. a/c cond. units (remove & relocate) exist. 26" tree 5 1/2" 6" 6" 6" 7 1/2" 8 1/2" 1'-4" exist. 4x4 cols. exist. 4x4 cols. exist. 4x4 cols. exist. 4x4 cols. irr. controller 4" hb exist. hose bib 2 A6.0 2 A6.1 1 A6.0 1 A6.1 wood decking 4" remove conc. walk 3 A6.0 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office 0 1 2 4 8 FLOOR PLAN (EXISTING & DEMOLITION) plan north true north Scale: 1/4"=1'-0" Floor Plan (Existing & Demolition) A3.0 Demolition Notes 1.Remove only existing construction and items indicated on demolition plan unless directed otherwise by Owner or Architect. 2.Remove existing walls as indicated on drawings. Remove all walls to a point at which adjacent walls to remain can be repaired, patched, and finished. 3.Remove miscellaneous hardware, furring strips, electrical/mechanical devices, fixtures and accessories from floor, walls and ceiling. Patch and repair holes as required to match adjacent construction. 4.Contractor shall confirm all existing and new dimensions prior to commencement of work or demolition and insure that new plan accomplishes owner's goals and meets codes. 5.Confirm all items for salvage or re-use with Owner prior to commencement of work. Carefully remove and store existing items and equipment designated for reuse. Clean, touch-up, relamp, etc. reusable items. Test devices, fixtures and equipment for proper operation and repair as required prior to reinstallation. Store items on site or at Owner's direction. Contractor shall dispose of all unwanted items. 6.Contractor shall promptly notify Owner and Architect of any items considered unsuitable for reuse. The contractor shall proceed with the work based on the Owner and Architect's final evaluation. 7.Remove existing utilities to be demolished back to main lines, branches, circuits, etc. Do not leave abandoned utilities in walls or other concealed spaces which are to remain. Cap abandoned utility lines below floor or above ceiling. 8.Contractor shall field verify the location of all items shown for reuse in their present location. Contact the Architect for direction in cases where conflicts occur with new construction. 9.The Contractor shall construct temporary demising walls and install temporary protection at locations shown on demolition plan or as required for demolition and/or construction. Upon completion of project, contractor shall repair any damage from temporary protection as needed. 10.The Contractor shall insure that all openings or loads created through removal of walls or due to new openings shall be totally and safely supported. The Contractor shall refer to structural engineer as necessary to confirm proper support methods. Demolition Legend existing walls and items to remain existing walls and items to be removed Page 16 of 25 REVISED ENTRY 101 EXISTING LIVING 100 DINING 105 SHOWER 103A KITCHEN 106 EXIST. W/D 112 EXIST. WIC 110 EXIST. BEDROOM 3 109 NEW WET BAR 113 REVISED BATH 111 ENLARGED EXIST. DEN 114 NEW MASTER BEDROOM 115 NEW WIC 1 116 NEW MUD ROOM 108 REVISED BATH 103 REVISED BEDROOM 1 102 NEW GARAGE 119 NEW WIC 104 POWDER 107 NEW WIC 2 117 NEW MAST. BATH 118 NEW MAST. SHOWER 118A NEW TOILET ROOM 118B 102 1 2 3 5 6 7 8910 1 7 8 9 11 12 h c trench drain 14 17 18 19 20 104 103 103A 108 115 116 118 118B 117 111 109 110 112 107 grille uc ref. sinkh c tv dw step ceiling furniture pc. (by owner) newly located a/c cond. units (re:hvac contractor) range w/ hood ref island h c trench drain bench NEW REAR COVERED PORCH 1 A8.0 3 2 A8.0 4 A8.0 6 A8.0 5 A8.0 slope to drain 3 1/2" furr-out wall abv. refr. 9 10 A8.0 11 A8.0 12 A8.0 13 14 OH 14 A8.0 15A8.0 2 3 4 5 6 16 2 A6.3 1 A6.2 2 A6.2 1 A6.3 NEW FRONT COVERED BRICK PORCH columns (re: struct. eng.) line of roof support abv. 16" 6.25" 6.25" 3 A6.2 7A8.0 dn 4 screen porch w/ 2x frame NEW FRONT COVERED TURRET NEW COVERED WALKWAY NEW SCREENED DINING PORCH 4 A6.2 15 10 21brick steps 8 A8.0 13 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office 0 1 2 4 8 FLOOR PLAN - LAYOUT & NOTES (NEW) plan north true north Scale: 1/4"=1'-0" Floor Plan - Layout & Notes (New) A3.1 Area Calculations (SF) Building Area Frame Masonry Conditioned Area Living Area (Main Level) Sub-Total Conditioned Area Non-Conditioned Area (Covered) Covered Porch Garage Sub-total Non-Conditioned Area TOTAL FRAME & GROSS COVERED 2,956 4,103 N/A 2,956 N/A N/A 1,147 N/A 849 N/A Floor Plan Notes 1.Refer to General Construction Notes (Sht. A1.1) for additional notes and information. 2.Refer to Schedules (Sht. A1.2) for additional notes and information. 3.All plumbing walls to be 2x6 u.n.o. Interior walls are to be 2x4 u.n.o. 4.Set all faces of cabinetry back 3" from face of adjacent framed stud wall. 5.Insulate perimeter-most walls at all thickened or double perimeter walls. 6.All doors and windows must meet tempered glass and fire egress code requirements. 7.Contractor shall confirm all appliances and equipment dimensions prior to commencement of cabinetry construction. 8.Install sound attenuation insulation between upper and lower levels, around all bathrooms, game rooms, studies, offices, utility, laundry or mud rooms, equipment rooms/closets, hvac closets, between bedrooms and between bedrooms and public spaces. 9.Contractor shall confirm all door and window rough openings prior to commencement of framing. 10.Provide exterior house wrap, waterproofing and flashing (including door and window header and threshold/sill pan flashing) as required by code and by best industry practices and standards. 11.Confirm all exterior power, gas or lighting requirements for landscape lighting, pools, water features, site electric or any other external needs with Owner and install stub-outs or sources as necessary. 12.Contractor shall provide attic access and attic platform per code at all attic areas. Confirm limits of additional attic flooring with Owner, if any requested. If additional attic flooring is requested by Owner, confirm additional ceiling load capabilities of framing with Structural Engineer. 13.Contractor shall confirm all HVAC duct sizing and placement prior to ordering or fabrication of floor and roof trusses. Contractor shall coordinate all required chase spaces with Owner and HVAC contractor prior to installation. 14.Plumbing vents shall be low profile if possible and out of sight from streets, entry courtyards or front entrance where possible. 15.The bottom edge of all window openings at operable windows 6'-0" or greater above finish grade must be at least 24" above finish floor @ bottom of window opening @ window sill opening. 16.Contractor shall confirm foundation/slab recesses or drops for porch/terraces, garage, showers, fireplaces and floor drain areas prior to commencement of foundation work. cmu walls room number 1 2 sound attenuation insulation 2x6 wood stud wall 2x4 wood stud wall interior door number window number detail call out detail section building section exterior/interior elevations interior elevation reference stone/brick walls E fire exits (commercial) A accessible entrances/exits 3 00 A00 00 A00 00 A00 00 A00 00 A00 00 0000 2 31 4 A5.0 Floor Plan Legend 4 1 hour fire-rated wall 2 hour fire-rated wall steel 100A G gas hook up hb hose bib datum line existing spot elevation new spot elevation100'-0" 100'-0" 100'-0" exterior door number1 floor recess (commercial) h c h c concrete walls ws water softner loop H C washer bibs & drain plumbing stub out acc/icf block walls north arrow shower head / water controls bath and lavatory control 298 N/A 3-1/2" Page 17 of 25 REVISED ENTRY 101 EXISTING LIVING 100 DINING 105 SHOWER 103A KITCHEN 106 EXIST. W/D 112 EXIST. WIC 110 EXIST. BEDROOM 3 109 NEW WET BAR 113 REVISED BATH 111 ENLARGED EXIST. DEN 114 NEW MASTER BEDROOM 115 NEW WIC 1 116 NEW MUD ROOM 108 REVISED BATH 103 REVISED BEDROOM 1 102 NEW GARAGE 119 NEW WIC 104 POWDER 107 NEW WIC 2 117 NEW MAST. BATH 118 NEW MAST. SHOWER 118A NEW TOILET ROOM 118B NEW REAR COVERED PORCH NEW FRONT COVERED PORCH NEW FRONT COVERED TURRET NEW COVERED WALKWAY NEW SCREENED DINING PORCH 4' - 5 " 5' - 8 " 15 ' - 0 1 / 2 " 75 ' - 2 1 / 8 " 14'-8"3'-0"2'-11 1/2"10'-2 1/2"3'-9"6'-6 1/2"7'-2" 20'-9"23'-6"14'-6" 79'-3" 25 ' - 1 0 " 2'-10"2'-7 1/2" 12'-4"22'-6 1/2"23'-10 1/2" 79'-3" 3' - 4 " 7' - 0 " 2' - 1 1 / 2 " 4' - 3 1 / 2 " 5' - 5 5 / 8 " 5' - 5 1 / 2 " 74 ' - 0 " 9'-2" 9 1/2"3'-7" 11'-4" 7' - 0 " 6'-1" 7' - 5 1 / 2 " 16 ' - 1 0 " 14 ' - 6 1 / 8 " 14 ' - 4 " 8' - 7 " 8' - 8 " 7' - 4 " 8' - 8 1 / 8 " 3' - 5 1 / 8 " 3' - 2 7 / 8 " 8' - 4 " 7' - 2 1 / 2 " 2' - 7 1 / 2 " 4' - 6 " 8' - 0 " 4' - 4 " 11'-4"9'-2" 2'-4"2'-4 1/2"2'-1"2'-0 1/2"1'-9"7'-10"5'-6 1/2"11'-5 1/2"5'-6 1/2"6'-2"6'-2" 5' - 3 1 / 2 " 10 ' - 6 " 10 ' - 6 " 10 ' - 6 " 7' - 1 1 / 4 " 9' - 6 3 / 4 " 6' - 3 1 / 2 " 6' - 3 1 / 2 " 5' - 3 1 / 2 " 7' - 1 1 1 / 2 " 7' - 6 " 10 ' - 8 " 14 ' - 8 " 5' - 0 " 3' - 0 1 / 2 " 1' - 4 " 4' - 6 " 1' - 4 " 1' - 8 " 1' - 8 " 6 1 / 2 " 4'-3 1/2" 57 ° 5 7 ° 57° 57° 2' - 0 " 8" 8" 3'-3" 3" 1'-0"1'-0"1'-0" 2' - 2 1 / 2 " 4' - 1 0 1 / 2 " 3' - 5 1 / 2 " 9' - 8 1 / 8 " 5' - 0 " 9' - 9 1 / 8 " 6' - 8 " 7' - 5 1 / 2 " 5'-9"6'-6"3'-9 1/2"7'-10" 12 ' - 3 " 8" 10 ' - 1 1 5 / 8 " 6' - 3 7 / 8 " 8" 4' - 6 " 8" 3' - 1 1 1 / 2 " 11 ' - 1 7 / 8 " 3' - 5 1 / 2 " 6' - 4 1 / 8 " 1'-1"2'-7 1/2"3'-4 1/2"1'-6 1/2"14'-0 1/2"3'-1 1/2"5'-5 1/2" 9'-0" 3' - 6 " 2'-7" 8" 6' - 1 1 / 2 " 5' - 0 1 / 2 " 3' - 8 1 / 2 " 3' - 7 1 / 2 " 2' - 5 1 / 2 " 13 ' - 0 " 4' - 3 1 / 2 " 15 ' - 5 1 / 2 " 1' - 1 1 / 2 " 3' - 0 " 8' - 3 " 9' - 1 0 1 / 2 " 6'-11" 9'-5 1/2"4'-7"1'-3" r = 5 ' - 9 " 5' - 0 " 5'-0"11" 7' - 2 " 7' - 2 " 8' - 1 0 " 1' - 8 " 11'-3" 8" 8" 8" 8" 90° 5'-1"4'-7"5'-1"6"6" 6"6" 2' - 0 " 2' - 7 " 4' - 6 " 4' - 1 " 4' - 1 1 / 2 " 4' - 2 " 2' - 2 " 3'-6" 4'-6" 2' - 0 " 4'-6 1/2"8"4'-1"8"4'-1" 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office 0 1 2 4 8 FLOOR PLAN - DIMENSION CONTROL (NEW) plan north true north Scale: 1/4"=1'-0" Floor Plan - Dimension Control (New) A3.2 Page 18 of 25 ri d g e va l l e y v a l l e y 9:12 flat roof 9: 1 2 9: 1 2 9:12 ri d g e 12:12 ± 9:12 ri d g e 9:12 va l l e y v a l l e y ridge 9: 1 2 9: 1 2 ridge val l e y v a l l e y 8'-0" ± pl. ht. 8' - 0 " ± p l . h t . 8' - 0 " ± p l . h t . 9' - 0 " ± p l . h t . 9'-0" ± pl. ht. 9' - 0 " ± p l . h t . 9'-0" ± pl. ht. 9'-0" ± pl. ht. 9' - 0 " ± p l . h t . 9' - 0 " ± p l . h t . 9'-0" ± pl. ht. 11 ' - 6 " ± p l . h t . 11 ' - 6 " ± p l . h t . 11 ' - 6 " ± p l . h t . 9:12 va l l e y 02 A6.1 01 A6.0 02 A6.0 01 A6.1 Note: Remove all composition shingle roofing, paper, roof vents and edge flashing down to existing deck. 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office 0 1 2 4 8 ROOF PLAN (EXISTING & DEMOLITION) plan north true north Scale: 1/4"=1'-0" Roof Plan (Existing) A5.0 Roof Plan Notes 1.Refer to General Construction Notes (Sht. A1.1) for additional notes and information. 2.All roof slopes to be per roof plan. 3.Install ice and water shield membrane under all valley flashing or per Contractor specs. 4.Plumbing vents are to be low-profile if possible, and out of sight from streets, entry courtyards or front entrance whenever possible. 5.Contractor shall confirm appropriate locations and extent of gutters and downspouts and specific drainage routing with Owner, Civil Engineer or Landscape Architect. Gutters and downspouts may not encroach into the building setbacks unless allowed within governing jurisdiction or community design guidelines and require separate approval from ARC. 6.Roofing material shall be per specs. 7.All roof pitches less than 3:12 shall be installed with ice and water shield membrane or per Contractor specs. Roof Overhangs 1.All down slope overhangs shall match existing. 2.All gable/rake overhangs shall match existing. Ridge Heights 1.Maximum allowable ridge heights @ one story areas shall be 24'-0" above existing grade or per code or City requirements. 2.Maximum allowable ridge heights @ two story areas shall be 35'-0" above existing grade or per code or City requirements. Exterior/Interior Elevations00 A00 Roof Plan Legend Ridge Valley Gutters Demolition Legend existing walls and items to remain existing walls and items to be removed line of walls beneath the roof to remain Page 19 of 25 02 A6.3 01 A6.2 02 A6.2 01 A6.3 ri d g e ri d g e va l l e y v a l l e y 9:12 9: 1 2 9: 1 2 9:12 ri d g e ±12:12 9:12 ri d g e 9:12 va l l e y v a l l e y ridge 9: 1 2 9: 1 2 ridge 8' - 0 " ± p l . h t . 9' - 0 " ± p l . h t . 9' - 0 " ± p l . h t . 9'-0" ± pl. ht. 11 ' - 6 " ± p l . h t . 11 ' - 6 " ± p l . h t . 11 ' - 6 " ± p l . h t . va l l e y 1. 5 : 1 2 valley valley valle y val l e y v a l l e y ri d g e v a l l e y 1.5:12 3:12 3:12 va l l e y va l l e y v a l l e y va l l e y 16" standing seam mtl. roofiing (typ.) 16" standing seam mtl. roofiing (typ.) 16" standing seam mtl. roofiing (typ.) 16" standing seam mtl. roofiing (typ.) 16" standing seam mtl. roofiing (typ.) 9:12 9:12 16" standing seam mtl. roofiing (typ.) 16" standing seam mtl. roofiing (typ.) Note: Contractor to field verify slope of all exist. roofs. 16" standing seam mtl. roofiing (typ.) 1. 5 : 1 2 16" standing seam mtl. roofiing (typ.) 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office 0 1 2 4 8 ROOF PLAN (NEW) plan north true north Scale: 1/4"=1'-0" Roof Plan (New) A5.1 Roof Plan Legend Roof Plan Notes 1.Refer to General Construction Notes (Sht. A1.1) for additional notes and information. 2.All roof slopes to be per roof plan. 3.Contractor shall confirm all fireplace to framing clearances and chimney heights and construct all per code. 4.All framing and finishes above the fireplace chimney termination shall be 100% non-combustible, per code and community design guidelines. 5.Refer to roof construction/overhang details for specifics of roof overhangs. Do not scale from plans. 6.Install ice and water shield membrane under all valley flashing or per Contractor specs. 7.Plumbing vents are to be low-profile if possible, and out of sight from streets, entry courtyards or front entrance whenever possible. 8.Contractor shall confirm appropriate locations and extent of gutters and downspouts and specific drainage routing with Owner, Civil Engineer or Landscape Architect. Gutters and downspouts may not encroach into the building setbacks unless allowed within governing jurisdiction or community design guidelines and require separate approval from ARC. 9.Roofing material shall be per specs. 10.All roof pitches less than 3:12 shall be installed with ice and water shield membrane or per Contractor specs. Roof Overhangs 1.All down slope overhangs shall be 2'-6" from outside face of perimeter framed stud wall, u.n.o. 2.All gable/rake overhangs shall be 2'-0" from outside face of framed stud wall, u.n.o. Ridge Line Valley Gutters Ridge Heights 1.Maximum allowable ridge heights @ one story areas shall be 24'-0" above existing grade or per code or City requirements. 2.Maximum allowable ridge heights @ two story areas shall be 35'-0" above existing grade or per code or City requirements. Page 20 of 25 existing floor existing clg. composition shingle roof open siding sidingsiding 1x trimsiding1x trim wd. fascia & drip edge wd. skirt trim underpinning wood railing louver vent brackets foundation vents existing grade existing access existing floor existing clg. composition shingle roofcomposition shingle roof existing cond. units (to be relocated) foundation vents foundation ventsfoundation vents louver vent 12 9 12 9 12 9 siding siding siding wd. fascia & drip edge 12 12 ± overhang support bracket (typ.) existing floor existing clg. composition shingle roof siding 1x trim 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office 0 1 2 4 8 EXTERIOR ELEVATIONS (EXISTING) Scale: 1/4"=1'-0" Front (West) Elevation1 Exterior Elevations (Existing) A6.0 Left (North) Elevation2 Note: Contractor shall confirm all finish floor elevations, plate heights and roof pitches prior to commencement of work. Partial Elevation (Facing West)3 Page 21 of 25 existing floor existing clg. 30" high railing louver vent 12 9 12 9 siding siding composition shingle roof overhang support bracket (typ.) foundation vent existing floor existing clg. composition shingle roof remove louver vent composition shingle roof wood railing 5 ± 1212 9 siding siding 1x trim 4x4 wd. cols.siding siding louver vent exist. elec. meter & breaker panel to be relocated foundation vents foundation vents 12 9 12 9 open open overhang support bracket (typ.) overhang support bracket (typ.) irrigation controller 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office 0 1 2 4 8 EXTERIOR ELEVATIONS (EXISTING) Scale: 1/4"=1'-0" Rear (East) Elevation1 Exterior Elevations (Existing) A6.1 Right (South) Elevation2 Note: Contractor shall confirm all finish floor elevations, plate heights and roof pitches prior to commencement of work. Page 22 of 25 existing floor existing clg. new 16" standing seam mtl. roof 10" Ø round column (typ.) siding new 16" standing seam mtl. roof siding corner trim to match exist. (typ.) open 20 19 18 171 1 21 brick porch brick side walls brick steps new transom fascia, drip mould & soffit to match exist. (typ.) wood skirt trim to match exist. (typ.)brick exposed rafters 12 9 7'-6" NEW 43'-10"23'-2" 14 ' - 4 " EXISTING NEW 3' - 0 " existing floor existing clg. existing a/c/ cond. units (to be relocated) foundation vents existing graderelocated access foundation vents new covered brick deck new covered brick walkway new 16" standing seam mtl. roof 8"x8" wd. column 8"x8" wd. column new 16" standing seam mtl. roof sidingsiding 1x wd. trim (typ.) 10"Ø round column 434 2 screen enclosure w/ 2x frame brick door trim to match exist. (typ.) 12 9 12 ±12 12 9 exposed rafters 12 9 14 ' - 9 " existing floor existing clg. new 16" standing seam mtl. roof 8"x8" wd. col. screen enclosure w/ 2x frame w/ screen door exposed rafters 12 1.5 existing floor existing clg. new 16" standing seam mtl. roof siding 8"x8" wd. col. screen enclosure w/ 2x frame w/ screen door 3 2 corner trim to match exist. (typ.) door trim to match exist. (typ.) 12 1.5 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office 0 1 2 4 8 EXTERIOR ELEVATIONS (NEW) Scale: 1/4"=1'-0" Exterior Elevations (New) A6.2 Front (West) Elevation1 Left (North) Elevation2 Note: Contractor shall confirm all finish floor elevations, plate heights and roof pitches prior to commencement of work. Partial Elevation (Facing West)3Partial Elevation (Facing West)4 Page 23 of 25 existing floor existing clg. siding new 16" standing seam mtl. roof siding siding 9 9 8 15 13 siding 1416 corner trim to match exist. (typ.) fascia, drip mould & soffit to match exist. (typ.) wood skirt trim to match exist. (typ.) window trim, sill & apron to match exist. (typ.) 12 9 12 9 12 9 12 3 12 ±5 brick porch brick side walls @ steps existing floor existing clg. new 16" standing seam mtl. roof 10"Ø round column siding siding siding 10"Ø round column 6 51112108 56 10"Ø round column 79 corner trim to match exist. (typ.) window trim, sill & apron to match exist. (typ.) fascia, drip mould & soffit to match exist. (typ.) wood skirt trim to match exist. (typ.) wood skirt trim to match exist. (typ.) 12 9 exposed rafters 2017-01-27 DRAWN BY Copyright Rick O'Donnell Architect 2016: The Architects expressly reserve their common law copyright and other property rights regarding these plans. The plans and arrangements depicted herein are the sole property of Rick O'Donnell Architect and shall be retained by the recipient. The plans may not be reproduced, changed or copied in any form or manner whatsoever, nor are they to be loaned or assigned to any third party without first obtaining the express written permission of Rick O'Donnell Architect. SHEET TITLE DRAWING NO. REVISIONS ISSUE DATE PROJECT NO. This document is released by the Architect for: ARC Review Committee Owner / Client Review Permitting Pricing / Bidding Construction Revision Note: Contractor, subcontractors and suppliers shall refer to all drawing sheets in the construction documents package, which may include but not be limited to architectural plans, surveys, civil engineering plans, geotechnical reports, structural engineering plans, mechanical/electrical/plumbing engineering plans, ResCheck/ComCheck energy reports, landscape, irrigation, hardscape and pool plans, lighting/kitchen/cabinet specialty plans, interior decorating documents, ADA compliance details and product specifications. The complete Project consists of and is composed of all sheets and documents in the construction document package along with any issued addendums or revisions. Contractor, subcontractors and suppliers shall refer to all sheets and documents for purposes of bidding, cost estimating, permitting, ordering of materials and for all aspects of construction. If uncertain, contact the Architect to confirm total contracts documents package prior to commencement of any of the above tasks or phases of work. PREVIOUS ISSUE DATES Permit Re-Submittal Permit Set Bid Set ARC Committee - 2017-01-27 Construction Finance Package Consultant Distr. WH I T E H U R S T H O U S E PRELIMINARY NOT FOR PERMITTING, REGULATORY APPROVAL OR CONSTRUCTION 12 5 1 M A I N S T R E E T GE O R G E T O W N , T X 7 8 6 2 6 LA/RG/TRA 16-004 rick o'donnell a r c h i t e c t 2601 la fontera blvd. #2408 round rock, tx 78681 512.428.6301 office 0 1 2 4 8 EXTERIOR ELEVATIONS (NEW) Scale: 1/4"=1'-0" Exterior Elevations (New) A6.3 Rear (East) Elevation1 Right (South) Elevation2 Note: Contractor shall confirm all finish floor elevations, plate heights and roof pitches prior to commencement of work. Page 24 of 25 City of Georgetown, Texas Historic and Architectural Review February 23, 2017 SUBJECT: Staff up d ate and remind er of future meetings . ITEM SUMMARY: 1. His toric Res ourc e Survey 2. Aus tin Avenue Bridges 3. F ixed Route Bus S ys tem 4. Do wntown Wes t 5. His toric Street Signs Next HARC Meeting - Marc h 23, 2017 FINANCIAL IMPACT: None. SUBMITTED BY: Matt Synatsc hk, His toric P lanner Page 25 of 25