HomeMy WebLinkAboutAgenda_HARC_01.23.2020Notice of Meeting for the
Historic and Architectural Rev iew Commission
of the City of Georgetown
January 23, 2020 at 6:00 P M
at 510 W. 9th Street Georgetown, Texas 78626 Council and Courts B uilding
T he C ity of G eorgetown is committed to compliance with the Americans with Disabilities Act (ADA). If you
require as s is tance in partic ipating at a public meeting due to a disability, as defined under the ADA, reas onable
as s is tance, adaptations , or ac commodations will be provided upon request. P leas e c ontact the C ity S ec retary's
O ffic e, at leas t three (3) days prior to the sc heduled meeting date, at (512) 930-3652 or C ity Hall at 808 Martin
Luther King Jr. S treet, G eorgetown, T X 78626 for additional information; T T Y users route through R elay
Texas at 711.
The H istor ic and Ar chite ctural R evie w Commission, appointed by the
M ayor and the C ity Counc il, is re sponsible for he aring and taking final
ac tion on applic ations, by issuing C er tific ates of A ppropriateness base d upon
the City C ouncil adopte d Downtown De sign Guide line s and Unifie d
De ve lopme nt Code.
Welcome and M e eting P r oce dure s:
· S taff P re se ntation
· Applic ant P r esentation (L imited to ten minutes unle ss state d
othe rwise by the C ommission.)
· Q ue stions fr om Commission to S taff and Applic ant
· C omments from C itize ns *
· Applic ant Re sponse
· C ommission De libe rative P roc ess
· C ommission A ction
* Those who speak must turn in a speaker for m, locate d at the back of the
r oom, to the r ec ording se cr etar y be for e the item the y wish to addre ss be gins.
E ach speaker will be pe rmitte d to addr ess the Commission one time only for
a maximum of thre e minute s.
L egislativ e Regular Agenda
A C ons ideration and possible action to approve the minutes from the January 9, 2020 regular meeting of the
Historic and Arc hitectural R eview C ommission. - Mirna G arc ia, Management Analyst
B P ublic Hearing and P ossible Action on a request fo r a C ertific ate of Appropriateness for the addition
of an awning or cano p y for a commerc ial struc ture at the p ro p erty lo c ated at 109 E. 7th S treet, b earing the
legal desc rip tion G eo rgeto wn C ity O f, BLO C K 39, Lot 2-3(P T S ) (0.08 ac res ). – Britin Bostick,
Downtown and Historic P lanner
C P ublic Hearing and Possible Action on a reques t for a C ertific ate of Appropriatenes s for a fence that is
incons is tent with the overlay dis tric t's characteris tic s and applic able guidelines at the property loc ated at
1811 Eubank S treet, bearing the legal desc ription Eubank Addition, BLO C K 8, Lot 7-8 - Britin Bostick,
Page 1 of 80
Downtown and Historic P lanner
D P ublic Hearing and P os s ible Ac tion on a reques t for a C ertificate o f Ap p ro p riatenes s for demolitio n o f a
c arport s tructure and rear ad d ition at the property lo cated at 1215 S . Main S treet, bearing the legal
desc ription o f Mo rro w Additio n, B L O C K G (S E/P T ) (0.236 ac res ). - Britin Bostick, Do wntown &
Historic P lanner
E C onceptual R eview of a reques t fo r an additio n to a res id ential property lo cated at 1215 S . Main S treet,
bearing the legal d es criptio n of MO R R O W ADDI T I O N, BL O C K G (S E/P T ), AC R ES .236. - Britin
Bos tic k, Downtown & Historic P lanner
Adjournment
Ce rtificate of Posting
I, R obyn Densmore, C ity S ecretary for the C ity of G eorgetown, Texas, do hereby c ertify that this Notic e of
Meeting was posted at C ity Hall, 808 Martin Luther King Jr. S treet, G eorgetown, T X 78626, a plac e readily
acc es s ible to the general public as required by law, on the _____ day of _________________, 2020, at
__________, and remained s o posted for at leas t 72 c ontinuous hours prec eding the s cheduled time of said
meeting.
__________________________________
R obyn Dens more, C ity S ec retary
Page 2 of 80
City of Georgetown, Texas
Historic and Architectural Review
January 23, 2020
S UB J E C T:
C onsideration and pos s ible ac tion to approve the minutes from the January 9, 2020 regular meeting of the
His toric and Architec tural R eview C ommis s ion. - Mirna G arcia, Management Analys t
IT E M S UMMARY:
F IN AN C IAL IMPAC T:
.
S UB MIT T E D B Y:
Mirna G arcia, Management Analys t
AT TAC H ME N T S:
Description Type
Minutes Backup Material
Page 3 of 80
Historic and Architectural Review Commission Page 1 of 3
Meeting: January 9, 2020
City of Georgetown, Texas
Historic and Architectural Review Commission
Minutes
January 9, 2020 at 6:00 p.m.
Council and Courts Building
510 West 9th Street Georgetown, TX 78626
Members present: Josh Schroeder; Catherine Morales; Art Browner; Lawrence Romero; Terri
Asendorf-Hyde; Pam Mitchell; Steve Johnston; Karalei Nunn
Staff present: Nat Waggoner, Long Range Planning Manager; Mirna Garcia, Management Analyst;
Britin Bostick, Historic Planner; Sofia Nelson, Planning Director
Call to order by Commissioner Romero filling in for the Chair at 6:00 pm.
A. Consideration and possible action to approve the minutes from the December 12, 2019 regular
meeting of the Historic and Architectural Review Commission. – Mirna Garcia, Management
Analyst
Motion to approve Item A as presented by Commissioner Morales. Second by Commissioner
Nunn. Approved (6-0).
Chair Schroeder requested Alternate Commissioner Johnston up to the dais in Commissioner Romero’s
absence.
B. Public Hearing and possible action on a request for a Certificate of Appropriateness (COA) for
a 12.3’ setback modification for the addition of a carport at the property located at 1606 S.
Walnut Street, bearing the legal description of Eidman Addition, BLOCK 5, Lot 2 (E/PT),
ACRES 0.17. (2019-60-COA) – Britin Bostick, Downtown & Historic Planner
Commissioner Romero arrived at 6:02p.m. Chair Schroeder removed Alternate Commissioner Johnston
from the dais and Commissioner Romero to the dais.
Staff report presented by Bostick. The applicant is proposing the addition of a 23’-0” deep
carport to the front of the non-historic residential structure, which would encroach 12.3’ into the
required 25’ street-facing garage setback. The residential structure is currently set back 35.7’
from the front property line. The right of way along Walnut Street is 60’ wide and there is
approximately 9.5’ between the street curb and the front property line. In total, the existing
residential structure is approximately 45’ from the street curb. If the carport addition was
approved, the front of the carport would be located approximately half the distance between
the street curb and the front of the house. The proposed design of the carport, which would be
able to accommodate two vehicles, is of a style, scale and materials that are compatible with the
existing structure. The proposed carport has a similar roof pitch, would have the same roofing
material, and would have columns and trusses that combine wood and stone to coordinate with
the stone exterior of the residence. While the existing residential structure is not historic, the
proposed carport addition would comply or partially comply with the applicable Design
Guidelines.
Chair Schroeder opened and closed the Public Hearing as no one signed up to speak.
Page 4 of 80
Historic and Architectural Review Commission Page 2 of 3
Meeting: January 9, 2020
Motion to approve Item B (2019-60-COA) as presented by Commissioner Browner. Second by
Commissioner Romero. Approved (7-0).
C. Public Hearing and possible action on a request for a Certificate of Appropriateness (COA) for
new signage that is inconsistent with the applicable Guidelines at the property located at 206 W.
2nd Street, bearing the legal description of THIRD & ROCK COURT SUB, BLOCK A, Lot 2,
ACRES 0.226. (2019-78-COA) – Britin Bostick, Downtown & Historic Planner
Staff report presented by Bostick. The proposed signage for the Performance Center includes
two (2) signs, both of which are larger than supported by the Guidelines and one of which
makes use of a lighting style discouraged by the Design Guidelines. The proportions and
locations of the signs in relation to the scale of the building, however, are cohesive with both the
design of the building and the location on a corner lot, which provides for two street-facing
facades and a larger total façade area for the building. The building’s asymmetrical main façade
provides a sign area near the top of the structure, which is used to display the name of the
building. As the location of the sign is approximately three stories above the street le vel and the
proportions of the sign are designed to fit within an architectural element (defined by the
exterior building material), the additional square footage for the flush-mounted sign does not
detract from the design of the building or overwhelm any of the architectural features. The
projecting sign is located on the secondary or side street-facing façade, which is approximately
90 feet in length and approximately three stories tall. The scale of the façade facing Rock Street
lends itself to a larger projecting sign than would be supported by the Design Guidelines, in
part because the building has a single user rather than a multi-tenant condition in which
multiple signs over multiple entrances might be proposed. The projecting sign references the
sign on the main façade of the Palace Theater, associating this building and use with a well-
known location just south of the Courthouse Square on Austin Avenue.
Chair Schroeder invited the applicant to speak. Aaron Salinas, representing the application,
addressed the Commission. Salinas provided an overview of the history of the project and the
requests in the last couple of years. He also provided background on the theater, and previous
history. He explained the use of signage that is proposed in the request complies to the
proportion of the building. He also discussed a current trend of refurbishing old signs.
Commissioner Morales asked how bright the sign will be, and the visibility to houses nearby.
Salinas explained that there will not be upward projection of light. The materials used have a
diffusing film, which means there will not be overly bright lights. There will not be exposed
bulbs either.
Chair Schroeder opened and closed the Public Hearing as no one signed up to speak.
Motion to approve Item C (2019-78-COA) as presented by Alternate Commissioner Mitchell.
Second by Commissioner Romero.
Alternate Commissioner asked if there is a dimmer or if at a certain time there can be less
illumination. Chair Schroeder also asked if the UDC governs the timing of lighting. Nelson
commented that it does not.
Chair Schroeder motioned for voting of the item. Motion approved (7-0).
Page 5 of 80
Historic and Architectural Review Commission Page 3 of 3
Meeting: January 9, 2020
D. Updates, Commissioner Questions and comments. Sofia Nelson, Planning Director
There are no updates at this time.
Adjournment
Motion to adjourn by Commissioner Romero. Second by Commissioner morales. Meeting
adjourned at 6:40p.m.
________________________________ _________________________________
Approved, Josh Schroeder, Chair Attest, Amanda Parr, Secretary
Page 6 of 80
City of Georgetown, Texas
Historic and Architectural Review
January 23, 2020
S UB J E C T:
Public Hearing and P ossible Action on a reques t fo r a C ertificate of Appropriatenes s for the additio n of
an awning o r c anopy fo r a commerc ial s truc ture at the p ro p erty loc ated at 109 E. 7th S treet, b earing the
legal desc rip tion G eo rgeto wn C ity O f, BLO C K 39, Lot 2-3(P T S ) (0.08 ac res ). – Britin Bostick,
Downtown and His toric P lanner
IT E M S UMMARY:
T he Applic ant is req uesting HAR C ap p ro val fo r the installation o f a flat metal and wood cano p y across
the street-fac ing faç ade of the medium priority s tructure. T he existing small awnings are not his toric and did
not receive regulatory ap p ro val, and the applic ant intends to remo ve the exis ting small awnings and replace
them with a canopy that will extend the width of the building.
F IN AN C IAL IMPAC T:
N/A
S UB MIT T E D B Y:
Britin Bostick, Downtown & His toric P lanner
AT TAC H ME N T S:
Description Type
Staff Report Cover Memo
Exhibit 1 - Location Map Exhibit
Exhibit 2 - Letter of Intent Exhibit
Page 7 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-80-COA – 109 E. 7th St. Page 1 of 3
Meeting Date: Thursday, January 23, 2019
File Number: 2019-80-COA
AGENDA ITEM DESCRIPTION
Public Hearing and Possible Action on a request for a Certificate of Appropriateness for the addition of
an awning or canopy for a commercial structure at the property located at 109 E. 7th Street, bearing the
legal description Georgetown City Of, BLOCK 39, Lot 2-3(PTS) (0.08 acres)
AGENDA ITEM DETAILS
Project Name: 901 Awning
Applicant: Robert Reavey
Property Owner: Alford Aleman Properties LLC
Property Address: 109 E. 7th Street
Legal Description: Georgetown City Of, BLOCK 39, Lot 2-3(PTS), ACRES 0.08
Historic Overlay: Downtown Historic Overlay District
Case History: CDC-2013-026
HISTORIC CONTEXT
Date of construction: 1907 (HRS)
Historic Resources Survey Level of Priority: Medium
National Register Designation: N/A
Texas Historical Commission Designation: N/A
APPLICANT’S REQUEST
HARC:
Addition of Awning or Canopy (Contributing Medium Priority Historic Structure)
STAFF ANALYSIS
The Applicant is requesting HARC approval for the installation of a flat metal and wood canopy across
the street-facing façade of the medium priority structure. The existing small awnings are not historic and
did not receive regulatory approval, and the applicant intends to remove the existing small awnings and
replace them with a canopy that will extend the width of the building. An aerial photo from the mid-
1930s shows the building had an awning across the front, as did the other buildings along the north side
of that portion of E. 7th St.
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:
Page 8 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-80-COA – 109 E. 7th St. Page 2 of 3
GUIDELINES FINDINGS
CHAPTER 10
10.2 A fixed metal canopy may be considered.
Appropriate supporting mechanisms are wall-
mounted brackets, chains, and posts.
Consider using a contemporary interpretation
of those canopies seen historically.
Complies
The proposed metal canopy has appropriate
supporting rods for the canopy type, and
historic photos show that the building once
had an awning or canopy across the front,
which the 1910 and 1916 Sanborn Maps
indicate was wood.
10.4 Mount an awning or canopy to accentuate
character-defining features.
It should be mounted to highlight moldings
that may be found above the storefront and
should not hide character-defining features.
Its mounting should not damage significant
features and historic details.
Complies
The mounting height and location of the
proposed canopy do not obscure features,
but rather highlight the transom window
locations. The current stucco façade material
is not original to the building, which had a
brick façade, and the stucco has already
obscured the original façade features with
the exception of the window and door
openings, which are not obscured by the
installation of the proposed canopy.
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
1. The application is complete and the
information contained within the application
is correct and sufficient enough to allow
adequate review and final action;
Complies
2. Compliance with any design standards of this
Code;
Complies
3. Compliance with the Secretary of the Interior's
Standards for the Treatment of Historic
Properties to the most extent practicable;
Complies
4. Compliance with the adopted Downtown and
Old Town Design Guidelines, as may be
amended from time to time, specific to the
applicable Historic Overlay District;
Complies
Page 9 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-80-COA – 109 E. 7th St. Page 3 of 3
SECTION 3.13.030 CRITERIA FINDINGS
5. The general historic, cultural, and architectural
integrity of the building, structure or site is
preserved;
Complies
6. New buildings or additions are designed to be
compatible with surrounding properties in the
applicable historic overlay district;
Complies
7. The overall character of the applicable historic
overlay district is protected; and
Complies
8. The Master Sign Plan is in keeping with the
adopted Downtown and Old Town Design
Guidelines and character of the historic
overlay district.
Not Applicable – No Signage Included
STAFF RECOMMENDATION
Based on the findings listed above, staff recommends APPROVAL of the request for the installation of
the proposed canopy. Historic records and photos show that the building had an awning or canopy
originally in a similar configuration, and a modern interpretation of the original canopy is permitted per
the Design Guidelines.
As of the date of this report, staff has received no written comments on the request.
ATTACHMENTS
Exhibit 1 – Location Map
Exhibit 2 – Letter of Intent
Exhibit 3 – Drawings and Specifications
SUBMITTED BY
Britin Bostick, Downtown Historic Planner
PUBLIC COMMENTS
Page 10 of 80
Location
2019-80-COA
Exhibit #1
S A
U
S
T
I
N
A
V
E
W8THST
SMAINST
S C
H
U
R
C
H
S
T
SMYRTLEST
E 7TH ST
E 6TH ST
E 8TH ST
W 6TH ST
W7THST
0 200100
Feet
¯
Site
Parcels
City Limits
Georgetown ETJ
Page 11 of 80
Page 12 of 80
City of Georgetown, Texas
Historic and Architectural Review
January 23, 2020
S UB J E C T:
Public Hearing and P ossible Action on a request for a C ertificate of Appropriateness for a fenc e that is
inc onsistent with the overlay district's c harac teristics and applicable guidelines at the property located at
1811 Eubank S treet, bearing the legal des cription Eubank Addition, BLO C K 8, Lot 7-8 - Britin Bos tic k,
Downtown and His toric P lanner
IT E M S UMMARY:
T he applic ant is requesting HAR C approval to inc reas e the height of the exis ting fenc e from 3’ tall to 6’ tall
using the same des ign as the existing fenc e fo r the height extens io n. T he req ues t for the increase in height is
bas ed upon the applic ant’s p lans to have a below-ground s wimming pool on their property, whic h requires
a minimum 4’ high fence. T he ad d itional 2’ the applicant is req ues ting for a to tal o f 6’ in fenc e height is for
additional safety.
F IN AN C IAL IMPAC T:
N/A
S UB MIT T E D B Y:
Britin Bostick, Downtown & His toric P lanner
AT TAC H ME N T S:
Description Type
Staff Report Cover Memo
Exhibit 1 - Location Map Exhibit
Exhibit 2 - Letter of Intent Exhibit
Exhibit 3 - Plans & Specifications Exhibit
Page 13 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-85-COA – 1811 Eubank St. Page 1 of 4
Meeting Date: Thursday, January 23, 2020
File Number: 2019-85-COA
AGENDA ITEM DESCRIPTION
Public Hearing and Possible Action on a request for a Certificate of Appropriateness for a fence that is
inconsistent with the overlay district's characteristics and applicable guidelines at the property located
at 1811 Eubank Street, bearing the legal description Eubank Addition, BLOCK 8, Lot 7-8.
AGENDA ITEM DETAILS
Project Name: Pool Project
Applicant: Debra Meyer
Property Owner: Debra & Keith Meyer
Property Address: 1811 Eubank St.
Legal Description: Eubank Addition, BLOCK 8, Lot 7-8
Historic Overlay: Old Town Historic Overlay District
Case History: N/A
HISTORIC CONTEXT
Date of construction: 1970 (HRS)
Historic Resources Survey Level of Priority: Low
National Register Designation: N/A
Texas Historical Commission Designation: N/A
APPLICANT’S REQUEST
HARC:
New fence that that is inconsistent with the overlay district's characteristics and applicable
guideline 8.25
HPO:
Addition that creates a new or adds to an existing street-facing façade for a low priority structure
STAFF ANALYSIS
The applicant is requesting HARC approval to increase the height of the existing fence from 3’ tall to 6’
tall using the same design as the existing fence for the height extension. The property is situated at the
corner of Eubank Street and E. 17 ½ Street, and currently has a semi-transparent front and side yard fence
that encloses the main portion of the yard. On this particular corner lot, the house is situated close to the
south property line and occupies approximately the center third of the lot depth. This leaves the balance
of the yard space for the property in the front and side yards along Eubank and E. 17 ½ Streets, rather
than in the back yard. The subject property also has a detached garage facing E. 17 ½ Street that makes
the feasible location for a swimming pool on the property to be in the already fenced area in the front
Page 14 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-85-COA – 1811 Eubank St. Page 2 of 4
and side yard along Eubank and E. 17 ½ Streets. Other residences located along Eubank Street are
situated closer to front property lines and to the street curb, and do not have the same front or side yard
condition.
The request for the increase in height is based upon the applicant’s plan to have a below-ground
swimming pool on their property, which requires a minimum 48” (4’) high fence per Title 9, Chapter 757
of the Texas Health and Safety Code. The additional 2’ the applicant is requesting for a total of 6’ in fence
height is for additional safety. To attain the requested 6’ in fence height in the front and side yards of the
property, the applicant is proposing to extend the current fence to a 6’ height in the same style, which is
semi-transparent per the UDC requirements in Chapter 8.07, as well as Design Guideline 8.25. However,
the Design Guidelines require a front yard fence to be limited to 3’ in height in the Old Town Overlay
District. Taller side or rear yard fences may be considered, and the UDC limits residential fences to 6’ in
height except in certain circumstances.
The applicant is also requesting HPO approval for a pergola structure within the fenced portion of the
yard, which is an addition to a street-facing façade for a low priority structure. The pergola is proposed
adjacent to the proposed pool.
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
CHAPTER 8
8.25 A new fence may be considered in transitional
areas with a residential context.
• A fence that defines a front yard should be low
to the ground and “transparent” in nature.
• A front yard fence should not exceed three feet
in height.
Solid, “stockade” fences do not allow views
into front yards and are inappropriate.
Chain link, concrete block, unfaced concrete,
plastic, solid metal panel, fiberglass, plywood,
and mesh construction fences are not
appropriate.
• A side or rear yard fence that is taller than its
front yard counterpart may be considered. See
UDC Chapter 8 for fence standards.
Partially Complies
While the proposed fence is transparent in
nature, the proposed height is 6’ and the
allowed height for the Old Town Historic
Overlay District is 3’ for front yard fences,
although a side yard fence taller than 3’ may
be considered.
CRITERIA FOR APPROVAL
Page 15 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-85-COA – 1811 Eubank St. Page 3 of 4
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
1. The application is complete and the
information contained within the application
is correct and sufficient enough to allow
adequate review and final action;
Complies
2. Compliance with any design standards of this
Code;
Partially Complies – Proposed fence height
exceeds height allowed per the UDC.
Addition of pool and related improvements
is within the impervious cover limitation.
3. Compliance with the Secretary of the Interior's
Standards for the Treatment of Historic
Properties to the most extent practicable;
Not Applicable – Property is not historic.
4. Compliance with the adopted Downtown and
Old Town Design Guidelines, as may be
amended from time to time, specific to the
applicable Historic Overlay District;
Partially Complies – Partially Complies with
Guideline 8.25.
5. The general historic, cultural, and architectural
integrity of the building, structure or site is
preserved;
Partially Complies – The style of the fence
does not diminish the integrity of the site or
buildings, but the proposed height would
partially obscure the structures.
6. New buildings or additions are designed to be
compatible with surrounding properties in the
applicable historic overlay district;
Does Not Comply - Surrounding properties
either do not have a fenced front yard or do
not have a tall fence in the front yard.
7. The overall character of the applicable historic
overlay district is protected; and
Partially Complies – Proposed fence height
is not consistent with district character but
does not significantly diminish district
character.
8. The Master Sign Plan is in keeping with the
adopted Downtown and Old Town Design
Guidelines and character of the historic
overlay district.
Not Applicable – No Signage Included
STAFF RECOMMENDATION
Based on the findings listed above, staff recommends APPROVAL WITH CONDITIONS of the request
for an increase in the height of the fence to 4’. While the property is not historic and the proposed fence
itself would not negatively impact the property, the height of the fence in the front and side yards of the
property is not consistent with fences on neighboring properties and is double the height allowed per
the Design Guidelines. However, the minimum height requirement for a swimming pool fence is 4’, the
Page 16 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-85-COA – 1811 Eubank St. Page 4 of 4
UDC allows for front and side yard fence heights of 4’ in areas of the City outside of the Historic Overlay
Districts, and staff recommends approving an extension of the fence to a 4’ height.
As of the date of this report, staff has received no written comments on the request.
ATTACHMENTS
Exhibit 1 – Location Map
Exhibit 2 – Letter of Intent
Exhibit 3 – Plans and Specifications
SUBMITTED BY
Britin Bostick, Downtown Historic Planner
PUBLIC COMMENTS
Page 17 of 80
Location
2019-85-COA
Exhibit #1
KNIGHT
ST
S
C
H
U
R
C
H
S
T
E 17TH 1/2 ST
EU
B
A
N
K
S
T
E 17TH 1/
2
S
T
CYRUS AV
E
W 18TH ST
PAI
G
E
S
T
ELM
S
T
S M
A
I
N
S
T
E19THST
E18THST
AL
L
E
Y
CYRUS AV
E
E 17TH 1
/
2
S
T
0 200100
Feet
¯
Site
Parcels
City Limits
Georgetown ETJ
Page 18 of 80
Page 19 of 80
Page 20 of 80
Page 21 of 80
Page 22 of 80
Page 23 of 80
Page 24 of 80
Page 25 of 80
Page 26 of 80
Page 27 of 80
Page 28 of 80
City of Georgetown, Texas
Historic and Architectural Review
January 23, 2020
S UB J E C T:
P ublic Hearing and P o s s ib le Ac tion on a reques t for a C ertific ate of Appropriateness for d emo lition o f a
carport struc ture and rear ad d ition at the p ro p erty located at 1215 S . Main S treet, bearing the legal
des cription of Mo rro w Ad d ition, BLO C K G (S E/P T ) (0.236 acres). - Britin Bo s tic k, Do wntown &
His toric P lanner
IT E M S UMMARY:
Background
T his property is loc ated just south of Univers ity Ave. on the eas t s ide of S . Main S t. It is in the Belford
National R egis ter His toric District. T he parc el size is nearly a quarter of an ac re and has two s tructures
lis ted on the 2016 His toric R esource S urvey. T he Main S tructure is designated as a medium priority
s tructure and is estimated to have been c onstruc ted in 1920. T he S anborn F ire Insuranc e Map of
G eorgetown from 1916 s hows that lot as vac ant. T he house has C raftsman features, including the low-
pitc hed gable roofs , unenc los ed eave overhangs, front porch with bric k columns that extend to the ground,
multi-pane upper s as h windows, and triangular knee brac es under the deep eave overhangs at the gable
ends. T he rear porc h addition in the demolition reques t is an enclosed porch, and the c onstruc tion of the
enc los ure indic ates that the framing and s iding for the porc h were cons tructed atop the existing porc h floor
boards . T he detached carport with storage is located toward the rear of the main structure and is designated as
a low-priority structure on the 2016 Historic R esource Survey. I t is estimated to have been constructed in
1950. T he carport structure incorporates some of the elements of the main structure, such as the low-pitched
gable roof. Its column supports are constructed on the ground rather than on a slab, and the rear storage
portion has some deterioration.
Public Comments
As req uired by the Unified Develo p ment C ode, all property owners within a 300-foot radius of the s ubjec t
property that are lo cated within C ity limits were no tified o f the d emo lition applic ation (32 notices mailed),
and one (1) sign was p o s ted on-s ite. To date, s taff has rec eived one (1) pub lic c o mment in favo r o f the
request.
Findings
Based o n the cons tructio n o f the rear porc h enc lo s ure atop the p o rc h flo o rb o ard s , the rear enclosed porc h
is not part o f the original s tructure, altho ugh an open porc h is likely to have b een an original feature o f the
pier-and-beam ho use. T he trim board below the wood s iding o f the enc lo s ed p o rch has a different width
than d o es the main portio n of the struc ture, and the overlap p ed ed ges of the siding o n the rear additio n do
not match with the siding o n the o riginal struc ture. As the porch is not original to the hous e and does not
provide c harac ter-defining features, no r wo uld its removal damage c harac ter-defining features. T he carport,
which is designed to be consistent with the character and features of the main structure, is noted on the
H istoric R esource S urvey sheet for the structure as having been re-designated from a medium priority
structure on the 2007 Survey to a low priority structure on the 2016 survey because “P roperty lacks
significance”. In the D emolition S ubcommittee M eeting, both S taff and C ommittee M embers found that the
structure lacks significance of its own, and that its construction has likely been improved more recently from
the original structure with the addition of features such as the decorative columns. I t appears to have been
originally constructed atop the ground with metal poles for the column supports, and the existing concrete drive
was poured after the carport was constructed. S taff concurs with the D emolition Subcommittee finding that
the structure does not have salvage value, and that the demolition of the structure would not negatively impact
Page 29 of 80
either the subject property or the surrounding neighborhood.
F IN AN C IAL IMPAC T:
N/A
S UB MIT T E D B Y:
Britin Bostick, Downtown & His toric P lanner
AT TAC H ME N T S:
Description Type
Exhibit 1 - Location Map Exhibit
Exhibit 2 - Demolition Subcommittee Report & Recommendation Exhibit
Exhibit 3 - Staff Report & 2016 HRS Forms Exhibit
Exhibit 4 - Letter of Intent Exhibit
Exhibit 5 - Plans & Specifications Exhibit
Page 30 of 80
Location
2019-70-COA
Exhibit #1
S C
H
U
R
C
H
S
T
S M
A
I
N
S
T
S A
U
S
T
I
N
A
V
E
RO
C
K
S
T
E 14TH ST
E 13TH ST
EUNIVERSITYAVE
W 11TH ST
WUNIVERSITYAVE
S M
Y
R
T
L
E
S
T
ELM
S
T
0 200100
Feet
¯
Site
Parcels
City Limits
Georgetown ETJ
Page 31 of 80
Page 32 of 80
Page 33 of 80
HISTORIC AND ARCHITECTURAL REVIEW COMMISSION
HISTORIC PRESERVATION OFFICER
REPORT AND RECOMMENDATION
FILE NUMBER: 2019-70-COA
PROPERTY ADDRESS: 1215 S. Main Street
APPLICANT: Wade Walden
Background
This property is located just south of University Ave. on the east side of S. Main St. It is in the
Belford National Register Historic District. The parcel size is nearly a quarter of an acre and
has two structures listed on the 2016 Historic Resource Survey. The Main Structure is
designated as a medium priority structure and is estimated to have been constructed in 1920.
The Sanborn Fire Insurance Map of Georgetown from 1916 shows that lot as vacant. The house
has Craftsman features, including the low-pitched gable roofs, unenclosed eave overhangs,
front porch with brick columns that extend to the ground, multi-pane upper sash windows,
and triangular knee braces under the deep eave overhangs at the gable ends. The rear porch
addition in the demolition request is an enclosed porch, and the construction of the enclosure
indicates that the framing and siding for the porch were constructed atop the existing porch
floor boards.
The detached carport with storage is located toward the rear of the main structure and is
designated as a low-priority structure on the 2016 Historic Resource Survey. It is estimated to
have been constructed in 1950. The carport structure incorporates some of the elements of the
main structure, such as the low-pitched gable roof. Its column supports are constructed on the
ground rather than on a slab, and the rear storage portion has some deterioration.
Public Comments
As required by the Unified Development Code, all property owners within a 300-foot radius of
the subject property that are located within City limits were notified of the demolition
application (32 notices mailed), and one (1) sign was posted on-site. To date, staff has received
one (1) public comment in favor of the request.
Findings
Based on the construction of the rear porch enclosure atop the porch floorboards, the rear
enclosed porch is not part of the original structure, although an open porch is likely to have been
an original feature of the pier-and-beam house. The trim board below the wood siding of the
enclosed porch has a different width than does the main portion of the structure, and the
overlapped edges of the siding on the rear addition do not match with the siding on the original
structure. As the porch is not original to the house and does not provide character-defining
features, nor would its removal damage character-defining features.
Page 34 of 80
File Number: 2019-70-COA
Meeting Date: January 23, 2020
Page 2 of 2
The carport, which is designed to be consistent with the character and features of the main
structure, is noted on the Historic Resource Survey sheet for the structure as having been re-
designated from a medium priority structure on the 2007 Survey to a low priority structure on
the 2016 survey because “Property lacks significance”. In the Demolition Subcommittee
Meeting, both Staff and Committee Members found that the structure lacks significance of its
own, and that its construction has likely been improved more recently from the original
structure with the addition of features such as the decorative columns. It appears to have been
originally constructed atop the ground with metal poles for the column supports, and the
existing concrete drive was poured after the carport was constructed. Staff concurs with the
Demolition Subcommittee finding that the structure does not have salvage value, and that the
demolition of the structure would not negatively impact either the subject property or the
surrounding neighborhood.
RECOMMENDATION
Approval
Approval with Conditions
Disapproval
01/17/20
FOR: Sofia Nelson, CNU-A
Historic Preservation Officer Date
Attachments: Historic Resource Survey Entries for the two (2) structures at 1215 S. Main St.
Page 35 of 80
TEXAS HISTORICAL COMMISSION
Properties Documented with the THC Form in 2007 and/or 1984 That Have Not Changed Preservation Priority
County Williamson Local District:Old Town District
Address:1215 S Main St 2016 Survey ID:123828 A
City Georgetown 2016 Preservation Priority:Medium
SECTION 1
Basic Inventory Information
WCAD ID:R043439Property Type:Building Structure Object Site District
Date Recorded 3/14/2016Recorded by:CMEC
EstimatedActual Source:Sanborn Maps / Visual estimateConstruction Date:1920
Bungalow
Other:
Center Passage ShotgunOpen2-roomModified L-plan
Rectangular
T-plan
Four Square
L-plan
Irregular
Plan*
International
Ranch
No Style
Post-war Modern
Commercial Style
Other:
Pueblo Revival
Prairie
Art Deco
Spanish Colonial
Craftsman
Moderne
Gothic Revival
Neo-Classical
Mission
Tudor Revival
Beaux Arts
Monterey
Shingle
Folk Victorian
Renaissance Revival
Romanesque Revival
Colonial Revival
Exotic Revival
Log traditional
Italianate
Eastlake
Greek Revival
Second Empire
Queen Anne
Stylistic Influence(s)*
Note: See additional photo(s) on following page(s)
General Notes:
High Medium
Priority:
Low
High Medium Low
ID:555a
ID:469
*Photographs and Preservation Priority have been updated in 2016, and the year built date has also been reviewed. However, the plan and style
data are sourced directly from the 2007 survey.
2007 Survey
1984 Survey
Current/Historic Name None/None
ID:123828 A2016 Survey High Medium Low
Explain:Property retains a relatively high degree of integrity; property is significant and contributes to neighborhood character
Latitude:30.632542 Longitude -97.676687
None Selected
None Selected
Photo direction: Southeast
Page 36 of 80
TEXAS HISTORICAL COMMISSION
Properties Documented with the THC Form in 2007 and/or 1984 That Have Not Changed Preservation Priority
County Williamson Local District:Old Town District
Address:1215 S Main St 2016 Survey ID:123828 A
City Georgetown 2016 Preservation Priority:Medium
Additional Photos
NortheastPhoto Direction
Page 37 of 80
TEXAS HISTORICAL COMMISSION
County Williamson Local District:Old Town District
Address:1215 S Main St 2016 Survey ID:123828 B
City Georgetown
HISTORIC RESOURCES SURVEY FORM
2016 Preservation Priority:Low
SECTION 1
Basic Inventory Information
WCAD ID:R043439Property Type:Building Structure Object Site District
Date Recorded 3/14/2016Recorded by:CMEC
EstimatedActual Source:Visual estimateConstruction Date:1950
Bungalow
Other
Center Passage
Shotgun
Open2-roomModified L-plan
Rectangular
T-plan
Four Square
L-plan
Irregular
Plan
International
Ranch
No Style
Post-war Modern
Commercial Style
Other
Pueblo Revival
Prairie
Art Deco
Spanish Colonial
Craftsman
Moderne
Gothic Revival
Neo-Classical
Mission
Tudor Revival
Beaux Arts
Monterey
Shingle
Folk Victorian
Renaissance Revival
Romanesque Revival
Colonial Revival
Exotic Revival
Log traditional
Italianate
Eastlake
Greek Revival
Second Empire
Queen Anne
Stylistic Influence(s)
Note: See additional photo(s) on page 2
General Notes:
Explain:Property lacks significance
Geographic Location
Latitude:30.632443 Longitude -97.676547
Current/Historic Name:None/None
High Medium
Priority:
Low
High Medium Low
ID 555b
ID Not Recorded
2007 Survey
1984 Survey
ID 123828 B2016 Survey High Medium Low
Photo direction: Northeast
Page 38 of 80
TEXAS HISTORICAL COMMISSION
County Williamson Local District:Old Town District
Address:1215 S Main St 2016 Survey ID:123828 B
City Georgetown
HISTORIC RESOURCES SURVEY FORM
2016 Preservation Priority:Low
Additional Photos
EastPhoto Direction
Page 39 of 80
To Whom It May Concern:
We moved to Austin area about 11 years ago and took a lot of time to settle in
Georgetown. We realized we wanted to live here instead of further south, but had to
wait a few years to get our current house.
Through our 6 years in the house, we’ve spent the years carefully figuring out what
would make this a long-term house for our family. We really love where we live in
Georgetown and would like to add space so our two girls can have their own rooms
and we can accommodate our families as they come to visit over the years.
Currently, we have a small carport on the south side of the property, which doesn't
really serve much of a purpose as the clearance is very low and has no storage to
keep bikes and lawn equipment out of the elements. We would like to build that up
and put some rooms over the top of that area as well for our girls to have separate
rooms as they get older and give them their privacy. Connecting this to the house
will make this a space for a family of 4 much more comfortable and allow for storage
for family items we’ve grown to love through our adventures to the many places
around our area like Round Top, Wimberly, and Rough and Ready which my wife is
not supposed to visit but she does regularly.
The carport off the front would allow us to get our cars out of the elements and stop
the tree limbs and birds from destroying the very little value they hold over their
lives as well.
We would like this to be a place we can stay until we can maybe hand it down in the
family. We really want to retain as many things to make it look like it’s always been
there and retain the charm of old town Georgetown and uniqueness of the older
houses. Having always lived in older houses we like the differences but have
continually struggled with some of the small spaces and the challenges they present.
Thank you,
Wade, Paige, Lily, and Ella
Page 40 of 80
18" h. bench18" h. bench
5 risers dn
EXISTING
LIVING
24" d. brick hearth
flush w/ floor
line of chimney abv.
3026 firebox, flush w/ flr.
mantle, 4'-9" h.
f.p.
3"
EXISTING
COVERED
PORCH EXISTING
BEDROOM
EXISTING
DINING
EXISTING
OFFICE
EXISTING
BEDROOM
EXISTING
BREAKFAST
EXISTING
KITCHEN
EXISTING
BATH
EXISTING
HALL
2"
7"
EXISTING
WOOD DECK
EXISTING
UTILITY
EXISTING
CLOSET
EXISTING
CLOSET
EXISTING
CLOSET
EXISTING
CLOSET
EXISTING
BATH
EXISTING
CLOSET
exist. attic access
EXISTING
MUD ROOM
exist. elec. panel approx. location of
a/c compressor
Note:
Porch is 32"
abv. fin. grade
EXISTING
CARPORT
remove (2) windows and salvage
for reloaction/re-installation
exist. porch , steps &
sidewalk to be removed
remove exist. carport & storage
exist. 6' building setback
remove exist conc.
sidewalk as indicated
(re: site plan and survey)
6'
-
0
"
property line
to be removed
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Floor Plan - Existing
& Demolition
A3.001248
FLOOR PLAN - EXISTING & DEMOLITION
plan
north
true
north
Scale: 1/4"=1'-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.
Note:
1.Existing walls depicted and associated dimensions are to finish wall
surfaces, not stud framing.
2.New framed wall areas are depicted abd dimensioned as stud walls
only, no finish.
Demolition Legend
Existing walls and items to remain
Existing walls and items to be removed
Area Calculations (SF) - Existing
Building Area Frame Masonry
Conditioned Area
Main Level 1,776 0
Sub-Total Conditioned Area 1,776 0
Non-Conditioned Area (Covered)
Covered Front Porch 168 0
Carport/Storage 271 0
Sub-Total Non-Conditioned Area (Covered)439 0
TOTAL FRAME & GROSS COVERED AREA 2,215 0
Page 41 of 80
Page 42 of 80
Page 43 of 80
Page 44 of 80
Page 45 of 80
Page 46 of 80
Page 47 of 80
Page 48 of 80
Page 49 of 80
City of Georgetown, Texas
Historic and Architectural Review
January 23, 2020
S UB J E C T:
C onc eptual R eview o f a req uest for an ad d ition to a res id ential property lo c ated at 1215 S . Main S treet,
bearing the legal des cription of MO R R O W ADDI T I O N, BLO C K G (S E/P T ), AC R ES .236. - Britin
Bostick, Downtown & His toric P lanner
IT E M S UMMARY:
T he exis ting s tructure p ro p o s ed to have an ad d ition has an es timated c o nstruc tion year of 1920, and is
1,944 s q uare feet, includ ing the c o vered front porc h. T he o ne-sto ry hous e has C rafts man features ,
inc luding the low-p itc hed gable ro o fs , unenc lo s ed eave o verhangs , fro nt porc h with b ric k c o lumns that
extend to the gro und , multi-pane upper s as h windows , and triangular knee brac es under the deep eave
overhangs at the gable ends . T he p ro p o s ed 2,263 s quare foot additio n is designed to b e two s tories in
height and will b e vis ible b ehind the rear and right s ide o f the main struc ture as viewed fro m Main S treet.
T he ad d ition will b e attac hed direc tly to the main s tructure and will provide useable carport s p ace with
s torage on the ground flo o r, and bedrooms and family area o n the s ec o nd flo o r. T he ad d ition will require
the removal o f a rear wall of the main s tructure, remo val o f 11 wind o ws and a door with trim, s id ing, two
non-functioning b rick c himneys, and a s ectio n o f the exis ting ro o f. T he applic ant has exp res s ed a d es ire to
reuse the windows , door and salvageable s iding materials in the new addition.
F IN AN C IAL IMPAC T:
N/A
S UB MIT T E D B Y:
Britin Bostick, Downtown & His toric P lanner
AT TAC H ME N T S:
Description Type
Staff Report Cover Memo
Exhibit 1 - Location Map Exhibit
Exhibit 2 - Letter of Intent Exhibit
Exhibit 3 - Plans & Specifications Exhibit
Page 50 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-70-COA – 1215 S. Main St. Page 1 of 8
Meeting Date: Thursday, January 23, 2020
File Number: 2019-70-COA
AGENDA ITEM DESCRIPTION
Conceptual Review of a request for an addition to a residential property located at 1215 S. Main Street,
bearing the legal description of MORROW ADDITION, BLOCK G (SE/PT), ACRES .236.
AGENDA ITEM DETAILS
Project Name: Walden/Pullen Main St. Remodel
Applicant: Wade Walden
Property Owner: Wade Walden
Property Address: 1215 S. Main Street
Legal Description: MORROW ADDITION, BLOCK G (SE/PT), ACRES .236
Historic Overlay: Old Town Historic Overlay District
Case History: N/A
HISTORIC CONTEXT
Date of construction: 1920 (HRS)
Historic Resources Survey Level of Priority: Medium
National Register Designation: N/A
Texas Historical Commission Designation: N/A
APPLICANT’S REQUEST
HARC:
Addition that creates a new, or adds to an existing street facing facade
HPO:
Replacing roof materials with different roof materials
Feedback staff is seeking:
• Mass
• Scale (Design Guidelines 14.12, 14.13 and 14.16)
• Design and Materials (Design Guideline 14.13)
STAFF ANALYSIS
The existing structure proposed to have an addition has an estimated construction year of 1920, and is
1,944 square feet, including the covered front porch. The one-story house has Craftsman features,
including the low-pitched gable roofs, unenclosed eave overhangs, front porch with brick columns that
extend to the ground, multi-pane upper sash windows, and triangular knee braces under the deep eave
overhangs at the gable ends. The proposed 2,263 square foot addition is designed to be two stories in
height and will be visible behind the rear and right side of the main structure as viewed from Main Street.
Page 51 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-70-COA – 1215 S. Main St. Page 2 of 8
The addition will be attached directly to the main structure and will provide useable carport space with
storage on the ground floor, and bedrooms and family area on the second floor. The addition will require
the removal of a rear wall of the main structure, removal of 11 windows and a door with trim, siding,
two non-functioning brick chimneys, and a section of the existing roof. The applicant has expressed a
desire to reuse the windows, door and salvageable siding materials in the new addition.
Materials of Addition
• The addition is proposed to have lapped siding similar to the original siding on the existing
structure, but the profile will be different as the applicant is not seeking a perfect match to the
siding for the addition in order to differentiate the new and old areas of the house.
• The roof would be a standing seam metal roof to be consistent with the request to change the roof
material of the existing structure from asphalt shingle to standing seam.
• The street-facing windows in the addition are proposed to be similar to but differentiated from
the windows in the existing structure with 4 divided lights above a single pane with single-hung
operation. The windows on the sides and rear elevations are proposed to be a combination of the
4 over 1 single-hung windows and divided lite fixed windows with 4 panes as well as fixed
windows with a single pane. The rear porches and balconies of the addition are proposed to have
steel cable railings with a steel cap.
Height of Addition
• The existing single-story structure is approximately 21’ in height above grade.
• The proposed addition is 29’-7” above grade at its highest point, with other significant features
and massing of the addition between 15’ and 26’.
Architectural Style of Addition
• The design of the addition is a modern interpretation of the Craftsman style of the existing
structure. It has an asymmetrical façade with the slope of the roofs oriented toward the right of
the façade to an observer standing on Main Street, which balances the asymmetrical façade of the
existing structure and roof lines.
• The addition employs similar architectural features, such as the eave overhangs and details,
triangular knee braces under the deep overhangs at the gable ends, attic vents, trim elements for
the windows and siding, and the windows are a variation of the multi-pane sash over single-pane
sash configuration.
• The brick column elements at the carport reflect the brick column elements of the front porch.
• The architectural style of the addition is consistent with but differentiated from the original
structure.
• The design and features of the addition present more complexity than the original structure, with
multiple roof planes, projecting elements and window size and configuration.
APPLICABLE DESIGN GUIDELINES
Page 52 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-70-COA – 1215 S. Main St. Page 3 of 8
The following guidelines are applicable to the proposed scope of work in accordance with the adopted
Downtown and Old Town Design Guidelines:
GUIDELINES FINDINGS
CHAPTER 6 – Design Guidelines for Individual Building Elements
6.28 Avoid altering original chimneys.
• Existing brick chimneys should not be
removed or covered with stone, stucco, or
other non-original material.
• If chimneys are damaged or missing they
should be restored to their original condition
or reconstructed in keeping with the chimney
design of the period.
Does Not Comply
Non-functional brick chimneys are proposed
to be removed, functional brick chimney to
remain.
CHAPTER 14 – DESIGN GUIDELINES FOR INFILL CONSTRUCTION AND
ADDITIONS IN THE OLD TOWN OVERLAY DISTRICT
14.11 Avoid alterations that would damage historic
features.
Avoid alterations that would hinder the ability
to interpret the design character of the original
building.
Alterations that seek to imply an earlier period
than that of the building are inappropriate.
Complies
Proposed alterations retain the original
design character and do not imply an earlier
time period.
14.12 An addition shall be compatible in scale,
materials, and character with the main building.
• An addition shall relate to the building in
mass, scale, and form. It should be designed to
remain subordinate to the main structure.
An addition to the front of a building is usually
inappropriate.
Partially Complies
Proposed addition has compatible materials
and character with the main building. In
terms of scale and mass the addition is two
stories compared to the single story of the
original structure. Massing is a term in
architecture which refers to the perception of
the general shape and form as well as size of
a building. The addition is set back from the
front of the original structure, and the
applicant is not requesting building height
or setback modifications for the addition.
The placement of a carport with storage to
the rear reduces the massing of the addition
at the first floor. However, the two-story
design of the addition does increase the
massing of the structure on the site and is
large in scale as an addition, which is 2,263
square feet, relative to the original structure,
which is 1,944 square feet.
Page 53 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-70-COA – 1215 S. Main St. Page 4 of 8
GUIDELINES FINDINGS
14.13 Design a new addition such that the original
character can be clearly seen.
In this way, a viewer can understand the
history of changes that have occurred to the
building.
An addition should be made distinguishable
from the original building, even in subtle
ways, such that the character of the original
can be interpreted.
Creating a jog in the foundation between the
original and new structures may help to define
an addition.
Even applying a new trim board at the
connection point between the addition and the
original structure can help define the addition.
• See also Preservation Briefs #14: New Exterior
Additions to Historic Buildings, published by the
National Park Service.
Complies
Proposed addition is set to the rear and side
of the main structure and is distinguishable
from the original structure due to its height,
windows, siding material and design as a
contemporary interpretation of the
Craftsman original structure.
14.14 Place an addition at the rear of a building or set
it back from the front to minimize the visual impacts.
Setting an addition back from any primary,
character-defining façade will allow the
original proportions and character to remain
prominent.
Locating an addition at the front of a structure
is inappropriate, and an addition should be to
the rear of the building, when feasible.
Complies
Proposed addition is located to the rear of
the main structure.
14.15 Do not obscure, damage, destroy, or remove
original architectural details and materials of the
primary structure.
• When preserving original details and
materials, follow the guidelines presented
earlier in this chapter.
Partially Complies
Proposed addition is to the rear of the main
structure and the scope of work does not
include the primary façade or front portion
of the existing main structure, thus retaining
most of the original architectural details.
Some rear details will be removed for the
proposed addition, which could be salvaged
and reused in the new addition.
14.16 An addition shall be compatible in scale,
materials, and character, and architectural style with
the main building.
Does Not Comply
The findings for Design Guideline 14.12
above apply also to the criteria for this
Guideline. The proposed addition is more
complex than the original structure, with
Page 54 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-70-COA – 1215 S. Main St. Page 5 of 8
GUIDELINES FINDINGS
• An addition shall relate to the building in
mass, scale, and form. It should be designed to
remain subordinate to the main structure.
• While a smaller addition is visually preferable,
if a residential addition would be significantly
larger than the original building, one option is
to separate it from the primary building, when
feasible, and then link it with a smaller
connecting structure.
• An addition should be simple in design to
prevent it from competing with the primary
façade.
• Consider adding dormers to create second
story spaces before changing the scale of the
building by adding a full second floor.
multiple roof planes, projecting elements
and window sizes and configurations.
14.17 An addition shall be set back from any primary,
character-defining façade.
An addition should be made to the rear of the
building, when feasible.
Complies
Proposed addition is located to the rear of
the main structure.
14.17 The roof form of a new addition shall be in
character with that of the primary building.
Typically, gable, hip, and shed roofs are
appropriate for residential additions. Flat
roofs are appropriate for commercial buildings
in the downtown area.
Repeat existing roof slopes and materials.
If the roof of the primary building is
symmetrically proportioned, the roof of the
addition should be similar.
The roofs of additions should not interfere
with the original roof form by changing its
basic shape or view of the original roof, and
should have a roof form compatible with the
original building.
Complies
Roof of proposed addition has similar type,
slopes, overhangs, architectural features to
the original roof, and the proposal to use the
same standing seam metal roofing material
on both the existing and new roofs will
provide for a repetition of materials. The
original roof form has some asymmetrical
elements consistent with the Craftsman
style, which are balanced by the proposed
roof slopes and locations of the new
addition.
14.19 The architectural features of existing buildings
should be protected when additions are proposed.
See Chapter 4 for design guidelines related to
protecting architectural features.
Complies
Proposed addition does not disturb
architectural features on main façade, and
significant features proposed to be removed
can be salvaged for reuse.
14.20 An addition shall not damage or obscure
architecturally important features.
Complies
Page 55 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-70-COA – 1215 S. Main St. Page 6 of 8
GUIDELINES FINDINGS
For example, loss or alteration of a porch
should be avoided.
Addition of a porch may be inappropriate.
Proposed addition retains architecturally
important features of the façade and sides of
the house, but does propose to remove two
brick chimneys that served as flue covers
(the two chimneys are smaller than the main
chimney, which has a fireplace, and do not
show indications of having served interior
fireplaces, rather may have served other
heating devices.)
14.21 An addition may be made to the roof of a
building if it does the following:
An addition should be set back from the
primary, character-defining façade, to
preserve the perception of the historic scale of
the building.
Its design should be modest in character, so it
will not attract attention from the historic
façade.
The addition should be distinguishable as
new, albeit in a subtle way.
Complies
Proposed addition is set back from the
primary, character-defining façade, does not
have a design character that obscures the
scale of the historic portion of the structure
and is distinguishable as new.
14.22 Individual building elements of existing
buildings should be preserved, protected, and
replicated where appropriate when additions are
proposed.
• See Chapter 6 for design guidelines related to
preserving individual building elements.
Partially Complies
Proposed addition preserves character-
defining features of the main façade and
replicates roof features to be consistent with
the character of the original structure,
although some rear features and two non-
functioning chimneys will be removed.
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
1. The application is complete and the
information contained within the application
is correct and sufficient enough to allow
adequate review and final action;
Complies
2. Compliance with any design standards of this
Code;
Partially Complies – Proposed project
exceeds the maximum impervious cover
limitations by 1.21%.
Page 56 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-70-COA – 1215 S. Main St. Page 7 of 8
SECTION 3.13.030 CRITERIA FINDINGS
3. Compliance with the Secretary of the Interior's
Standards for the Treatment of Historic
Properties to the most extent practicable;
Partially Complies – Partially Complies
with Standard 9. New additions, exterior
alterations, or related new construction shall
not destroy historic materials that
characterize the property. The new work
shall be differentiated from the old and shall
be compatible with the massing, size, scale,
and architectural features to protect the
historic integrity of the property and its
environment. The architectural features of
the proposed addition are compatible, but
the size and scale of the addition are
approximately double that of the existing
structure.
4. Compliance with the adopted Downtown and
Old Town Design Guidelines, as may be
amended from time to time, specific to the
applicable Historic Overlay District;
Partially Complies – Complies or Partially
Complies with the Applicable Design
Guidelines in Chapters 6, 7 and 14.
5. The general historic, cultural, and architectural
integrity of the building, structure or site is
preserved;
Partially Complies – Proposed addition is
distinguishable as new construction but full
attachment to the original structure and two-
story height of addition alter the character of
the site.
6. New buildings or additions are designed to be
compatible with surrounding properties in the
applicable historic overlay district;
Complies
7. The overall character of the applicable historic
overlay district is protected; and
Complies
8. The Master Sign Plan is in keeping with the
adopted Downtown and Old Town Design
Guidelines and character of the historic
overlay district.
Not Applicable – No Signage Included
STAFF RECOMMENDATION
Feedback staff is seeking:
• Mass
• Scale (Design Guidelines 14.12, 14.13, and 14.16)
• Design and Materials (Design Guideline 14.13)
ATTACHMENTS
Page 57 of 80
Planning Department Staff Report
Historic and Architectural Review Commission
2019-70-COA – 1215 S. Main St. Page 8 of 8
Exhibit 1 – Location Map
Exhibit 2 – Letter of Intent
Exhibit 2 – Plans & Specifications
SUBMITTED BY
Britin Bostick, Downtown Historic Planner
Page 58 of 80
Location
2019-70-COA
Exhibit #1
S C
H
U
R
C
H
S
T
S M
A
I
N
S
T
S A
U
S
T
I
N
A
V
E
RO
C
K
S
T
E 14TH ST
E 13TH ST
EUNIVERSITYAVE
W 11TH ST
WUNIVERSITYAVE
S M
Y
R
T
L
E
S
T
ELM
S
T
0 200100
Feet
¯
Site
Parcels
City Limits
Georgetown ETJ
Page 59 of 80
To Whom It May Concern:
We moved to Austin area about 11 years ago and took a lot of time to settle in
Georgetown. We realized we wanted to live here instead of further south, but had to
wait a few years to get our current house.
Through our 6 years in the house, we’ve spent the years carefully figuring out what
would make this a long-term house for our family. We really love where we live in
Georgetown and would like to add space so our two girls can have their own rooms
and we can accommodate our families as they come to visit over the years.
Currently, we have a small carport on the south side of the property, which doesn't
really serve much of a purpose as the clearance is very low and has no storage to
keep bikes and lawn equipment out of the elements. We would like to build that up
and put some rooms over the top of that area as well for our girls to have separate
rooms as they get older and give them their privacy. Connecting this to the house
will make this a space for a family of 4 much more comfortable and allow for storage
for family items we’ve grown to love through our adventures to the many places
around our area like Round Top, Wimberly, and Rough and Ready which my wife is
not supposed to visit but she does regularly.
The carport off the front would allow us to get our cars out of the elements and stop
the tree limbs and birds from destroying the very little value they hold over their
lives as well.
We would like this to be a place we can stay until we can maybe hand it down in the
family. We really want to retain as many things to make it look like it’s always been
there and retain the charm of old town Georgetown and uniqueness of the older
houses. Having always lived in older houses we like the differences but have
continually struggled with some of the small spaces and the challenges they present.
Thank you,
Wade, Paige, Lily, and Ella
Page 60 of 80
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-12
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Exterior Elevations (New)
A4.1
Front (West) Elevation1
0 1 2 4 8
EXTERIOR ELEVATIONS (NEW)
Scale: 1/4"=1'-0"
Right (South) Elevation2
Page 61 of 80
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-12
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Exterior Elevations (New)
A4.2
Rear(East) Elevation1
0 1 2 4 8
EXTERIOR ELEVATIONS (NEW)
Scale: 1/4"=1'-0"
Left (North) Elevation2
Page 62 of 80
6'-0" building setback
N 89° 41' 46" E 129.60'
S
1
1
°
4
2
'
2
2
"
E
1
7
.
9
6
'
S 81° 48' 00" W
6
.
5
0
'
S
0
2
°
4
3
'
3
9
"
E
6
2
.
0
0
'
N 89° 38' 20" W 129.76'
N
0
0
°
0
0
'
0
0
"
W
7
8
.
9
4
'
1
0
'
-
0
"
b
u
i
l
d
i
n
g
s
e
t
b
a
c
k
6'-0" building setback
20
'
-
0
"
b
u
i
l
d
i
n
g
s
e
t
b
a
c
k
H
C
H C
T1
T2SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
SF
S
F
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
exist. conc.
sidewalk
exist. curb
and gutter
exist. conc. driveway
TP
TP
TP
T
P
T
P
TPTP
TP
new sidewalk
exist. sidewalk
exist. conc. sidewalk
to be removed
TP
TP
TP
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Site Plan - Pre Construction
A2.0
Site Plan Notes
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.All exterior or site lighting shall be hooded if required by City ordinance,
community design guidelines or governing jurisdictions requirements.
19.Provide silt-fencing per TCEQ or governing jurisdiction standards or guidelines.
20.Confirm any under-slab or through-slab drainage piping requirements with
owner, civil engineer and/or Landscape Architect prior to commencement of
foundation work.
21.Contractor shall provide erosion control barriers to be installed prior to
commencement of construction.
22.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.
23.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.
24.Contractor shall confirm driveway slope at time of layout and batter boards to
insure that driveway slope does not exceed allowable slope.
25.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.
26.Landscape and fencing to be submitted under separate plans, and with
applicable permits, fees and deposits.
27.Driveway grade in the street ROW must have positive drainage to the street
and will not exceed maximum slope allowed by governing jurisdiction.
28.Contractor certifies that he has verified the location of all applicable setbacks
shown on site plan.
29.Irrigation backflow preventer must be located within 2' of the front of the
house and must be screened from view.
30.Verify depth of wastewater service prior to finalizing finished floor elevation.
31.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.
32.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.
33.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.
34.Final location of residence and finish floor elevation shall be verified by
Contractor and approved by Owner prior to slab formwork being erected.
35.Contractor shall provide control and expansion joints as required at concrete
drive, walks and patios.
36.Location of mailbox (if required) and exterior driveway lights to be verified by
Owner and Contractor prior to installation.
37.All exterior mechanical and HVAC equipment to be screened per City
requirements, subdivision or association deed restrictions or design guidelines.
38.Trash cans shall be stored in garage or in an area screened from public view
and protected from animal access.
39.Contractor shall clean up areas affected by daily work and remove debris
and materials from the site upon completion of the work.
40.Contractor shall insure neither roof overhangs or gutters encroach beyond
building setback lines unless allowed by governing jurisdiction.
41.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.
0 1 2 4 8
SITE PLAN - PRE-CONSTRUCTION
plan
north
true
north
Scale: 1/8"=1'-0"
Tree Configuration
Tree Trunk
Approx. Diagrammatic Canopy/
Drip Zone & Critical Root Zone 1
Tree To Be Removed
100
Critical Root Zone 2
(50% of Drip Zone)
Critical Root Zone 3
(25% of Drip Zone)
Site Plan Legend
North Arrow
plan
north
true
north
WM
Area of Site Cut
5’ Min. Landscape Area
Limits of Construction
Disturbance
Existing Grade LInes
Finish Grade Lines
Building Setbacks/
Easements/P.U.E. Lines
Property Lines
Property Corner
Fence/Gate Post
Elevation Benchmark
Storm Drainage Manhole
Gas Line Valve
Power Pole
Fire Hydrant
Sewer Taps
Water Well
Water Meter
Water Valve
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)
Silt Fence
Construction Fencing
Vegetation Protection Fence
Tree Protection Fence
Sewer Line (Waste Water)
Telephone Cable
Water Line
Electrical Power Line
(buried, u.n.o.)
Gas Line
Chainlink Fence
Wood Fence
Wire Fence
Wrought Iron Fencing
SD
GV
S
W
WV
PT
CTD
PSF
CMS
SF
SF SF
CFS CFS
VPF VPF
TP TP
WW WW
GAS GAS
T T
W W
¡¡
¨¨¨
X X X
l l
E E
Tree Legend
T1 Pecan - To Remain
T2 Pecan - To Be Removed
Page 63 of 80
H
C
H C
5'-0" building setback
N 89° 41' 46" E 129.60'
S
1
1
°
4
2
'
2
2
"
E
1
7
.
9
6
'
S 81° 48' 00" W
6
.
5
0
'
S
0
2
°
4
3
'
3
9
"
E
6
2
.
0
0
'
N 89° 38' 20" W 129.76'
N
0
0
°
0
0
'
0
0
"
W
7
8
.
9
4
'
1
0
'
-
0
"
b
u
i
l
d
i
n
g
s
e
t
b
a
c
k
6'-0" building setback
20
'
-
0
"
b
u
i
l
d
i
n
g
s
e
t
b
a
c
k
exist. conc.
driveway to remain
exist. conc.
apron
exist. conc. walk
T1
new conc.
driveway addition
new conc. sidewalk
38'-2"
90
°
17
'
-
8
1
/
2
"
16
'
-
3
1
/
2
"
10
'
-
6
"
11'-3 1/2"
9
0
°
90
°
41'-2 1/2"
90°
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Site Plan - Architectural
A2.1
Tree Configuration
Tree Trunk
Approx. Diagrammatic Canopy/
Drip Zone & Critical Root Zone 1
Tree To Be Removed
100
Critical Root Zone 2
(50% of Drip Zone)
Critical Root Zone 3
(25% of Drip Zone)
Site Plan Legend
North Arrow
plan
north
true
north
WM
Area of Site Cut
5’ Min. Landscape Area
Limits of Construction
Disturbance
Existing Grade LInes
Finish Grade Lines
Building Setbacks/
Easements/P.U.E. Lines
Property Lines
Property Corner
Fence/Gate Post
Elevation Benchmark
Storm Drainage Manhole
Gas Line Valve
Power Pole
Fire Hydrant
Sewer Taps
Water Well
Water Meter
Water Valve
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)
Silt Fence
Construction Fencing
Vegetation Protection Fence
Tree Protection Fence
Sewer Line (Waste Water)
Telephone Cable
Water Line
Electrical Power Line
(buried, u.n.o.)
Gas Line
Chainlink Fence
Wood Fence
Wire Fence
Wrought Iron Fencing
SD
GV
S
W
WV
PT
CTD
PSF
CMS
SF
SF SF
CFS CFS
VPF VPF
TP TP
WW WW
GAS GAS
T T
W W
¡¡
¨¨¨
X X X
l l
E E
Site Plan Notes
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.All exterior or site lighting shall be hooded if required by City ordinance,
community design guidelines or governing jurisdictions requirements.
19.Provide silt-fencing per TCEQ or governing jurisdiction standards or guidelines.
20.Confirm any under-slab or through-slab drainage piping requirements with
owner, civil engineer and/or Landscape Architect prior to commencement of
foundation work.
21.Contractor shall provide erosion control barriers to be installed prior to
commencement of construction.
22.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.
23.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.
24.Contractor shall confirm driveway slope at time of layout and batter boards to
insure that driveway slope does not exceed allowable slope.
25.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.
26.Landscape and fencing to be submitted under separate plans, and with
applicable permits, fees and deposits.
27.Driveway grade in the street ROW must have positive drainage to the street
and will not exceed maximum slope allowed by governing jurisdiction.
28.Contractor certifies that he has verified the location of all applicable setbacks
shown on site plan.
29.Irrigation backflow preventer must be located within 2' of the front of the
house and must be screened from view.
30.Verify depth of wastewater service prior to finalizing finished floor elevation.
31.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.
32.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.
33.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.
34.Final location of residence and finish floor elevation shall be verified by
Contractor and approved by Owner prior to slab formwork being erected.
35.Contractor shall provide control and expansion joints as required at concrete
drive, walks and patios.
36.Location of mailbox (if required) and exterior driveway lights to be verified by
Owner and Contractor prior to installation.
37.All exterior mechanical and HVAC equipment to be screened per City
requirements, subdivision or association deed restrictions or design guidelines.
38.Trash cans shall be stored in garage or in an area screened from public view
and protected from animal access.
39.Contractor shall clean up areas affected by daily work and remove debris
and materials from the site upon completion of the work.
40.Contractor shall insure neither roof overhangs or gutters encroach beyond
building setback lines unless allowed by governing jurisdiction.
41.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.
0 1 2 4 8
SITE PLAN - ARCHITECTURAL
plan
north
true
north
Scale: 1/8"=1'-0"
Page 64 of 80
18" h. bench18" h. bench
5 risers dn
EXISTING
LIVING
24" d. brick hearth
flush w/ floor
line of chimney abv.
3026 firebox, flush w/ flr.
mantle, 4'-9" h.
f.p.
3"
EXISTING
COVERED
PORCH EXISTING
BEDROOM
EXISTING
DINING
EXISTING
OFFICE
EXISTING
BEDROOM
EXISTING
BREAKFAST
EXISTING
KITCHEN
EXISTING
BATH
EXISTING
HALL
2"
7"
EXISTING
WOOD DECK
EXISTING
UTILITY
EXISTING
CLOSET
EXISTING
CLOSET
EXISTING
CLOSET
EXISTING
CLOSET
EXISTING
BATH
EXISTING
CLOSET
exist. attic access
EXISTING
MUD ROOM
exist. elec. panel approx. location of
a/c compressor
Note:
Porch is 32"
abv. fin. grade
EXISTING
CARPORT
remove (2) windows and salvage
for reloaction/re-installation
exist. porch , steps &
sidewalk to be removed
remove exist. carport & storage
exist. 6' building setback
remove exist conc.
sidewalk as indicated
(re: site plan and survey)
6'
-
0
"
property line
to be removed
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Floor Plan - Existing
& Demolition
A3.001248
FLOOR PLAN - EXISTING & DEMOLITION
plan
north
true
north
Scale: 1/4"=1'-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.
Note:
1.Existing walls depicted and associated dimensions are to finish wall
surfaces, not stud framing.
2.New framed wall areas are depicted abd dimensioned as stud walls
only, no finish.
Demolition Legend
Existing walls and items to remain
Existing walls and items to be removed
Area Calculations (SF) - Existing
Building Area Frame Masonry
Conditioned Area
Main Level 1,776 0
Sub-Total Conditioned Area 1,776 0
Non-Conditioned Area (Covered)
Covered Front Porch 168 0
Carport/Storage 271 0
Sub-Total Non-Conditioned Area (Covered)439 0
TOTAL FRAME & GROSS COVERED AREA 2,215 0
Page 65 of 80
30" dbl. oven 36" range
36" built-in ref.
dw
H
C
H C
w
tv
up
1 2 3 4 5
30" u.c. micro wave
24" u.c. ice maker
24" u.c. ref./wine
u.c. ref./wine
slope to drain
slope to drain
1"
d
sl
o
p
e
trench drain
sl
o
p
e
trench
drain
100
16'-0"x18'-8"
EXIST.
LIVING
EXIST. FRONT
COVERED PORCH
101
14'-0"x18'-8"
EXIST.
DINING 102
18'-7"x18'-8"
NEW
KITCHEN102A
5'-0"x5'9"
NEW BUTLER
PANTRY
102B
5'-0"x5'-9"
NEW PANTRY
103
8'-4"x16'-2"
NEW
MUD/LAUNDRY
ROOM
104
15'-0"x16'-2"
NEW MASTER
BEDROOM
106
7'-2"x5'-0"
NEW MASTER
CLOSET 1
105
7'-2"x2'-0"
NEW MASTER
CLOSET 2
107
13'-5"x11'-7"
NEW
MASTER BATH
110
8'-7"x9'-2"
BATH 2
112
14'-7"x16'-2"
EXIST.
BEDROOM 2
111
NEW HALL
112A
EXIST.
CLOSET
108
NEW STAIRS
110A
SHOWER
107B
3'-2"x5'-1"
NEW MASTER
TOILET ROOM
107A
4'-1"x5'-1"
NEW MASTER
SHOWER
109
NEW STOR.
16" d. full
ht. cab.
finished cab.
end panel
NEW
1-CAR CARPORT
24'-0"x12'-3"
concrete
NEW
SHOP/STORAGE
16'-3"x10'-6"
full ht. cab.
36" d. lower
cab/countertop
install new gas
insert firebox
3 1/2"
8x8 wd. col.
line of upper floor abv.80
8
0
O
H
6' tub 6' tub
3 1/2"
Note:
Wall aligns w/ upper
floor rec. room wall
3068 c.o.
conc. walk
3'-6"
slope to drain
line of
terrace abv.
dn
60
6
8
S
G
D
line of perimeter wall abv.
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Floor Plan - Layout & Notes
(Main Level)
A3.101248
FLOOR PLAN - LAYOUT & NOTES (LOWER LEVEL)
plan
north
true
north
Scale: 1/4"=1'-0"
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 perimeter walls shall match existing perimeter walls. 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 fireplace systems, configuration, materials, details, box size, face detail and all fireplace to framing clearances per code prior to framing.
10.Contractor shall confirm all door and window rough openings prior to commencement of framing.
11.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.
12.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.
13.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.
14.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.
15.Install backer rod and sealant at all locations where wood/timber members intersect and penetrate stone or stucco exterior wall veneer. Install J-metal stucco straight edge trim @ all such stucco intersections.
16.Plumbing vents shall be low profile if possible and out of sight from streets, entry courtyards or front entrance where possible.
17.During the framing process Contractor shall insure that there are no conflicts between out-swinging casement and/or awning windows and/or doors with overhangs, soffits, exposed outriggers or rafter tails that limit
or impedes the full opening or intended out-swing operation of windows and/or doors.
18.Insulate ceiling/floor space cavity between garage and upper floor, if any.
19.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.
20.Fireplace hearth depths and material shall meet code. Fireplace faces, materials, clearances from fireplace opening shall meet code.
21.Contractor shall confirm all foundation/slab recesses or drops for flooring, door sills, porch/terraces, garage, showers, fireplaces and floor drain areas prior to commencement of foundation work.
22.Confirm position and type of threshold(s)/sill(s) at exterior doors. Confirm whether thresholds are set flush on slab surface, or whether finish threshold or sill is recessed flush or slightly above top of adjacent finish floor.
1
2
3
4
north arrow
2x4 wood stud wall
2x6 wood stud wall
sound attenuation insulation
1 hour fire-rated wall
2 hour fire-rated wall
stone/brick walls
cmu walls
acc/icf block walls
concrete walls
steel
datum line
existing spot elevation
new spot elevation
exterior door number
100'-0"
100'-0"
100'-0"
1
100A
100
00
interior door number
room number
window number
shower head /
water controls
bath and
lavatory control
water softner loop
washer bibs & drain
plumbing stub out
gas hook up
hose bib
floor recess
A
interior elevation reference
exterior/interior elevations
building section
detail section
detail call out
fire exits (commercial)
accessible entrances/exits
(commercial)
Floor Plan Legend
H
C
3-1/2"
H
C
H
C
ws
G
hb
4
3
2
1
A2.1
00
A0.0
00
A0.0
00
A0.0
01
A1.0
01
A1.0
E
20
2
0
f
g
20
2
0
f
g
Page 66 of 80
HC
dn
attic access
200
12'-3"x13'-1"
9'-0" clg.
NEW
OFFICE
201
19'-3"x4'-0"
vaulted clg.
NEW HALL
202
19'-4"x15'-8"
vaulted clg.
NEW GAME
ROOM
210
11'-1"x11-1"
NEW
BEDROOM 4
204
5'-1"x5'-10"
NEW VANITY 3
205
5'-1"x4'-6"
NEW
CLOSET 3
203
11'-1"x11'-1"
NEW
BEDROOM 3
108
9'-0" clg.
NEW STAIRS
206
3'-0"x6'-0"
NEW
SHOWER
207
6'-6"x6'-0"
NEW
TOILET RM.
carport face
below
208
5'-1"x4'-6"
NEW
CLOSET 4
concealed beam
(re: struct. eng.)
line of carport/shop
below
Note:
1.Install attic flooring
(conf. w/ Owner)
2. Confirm attic floor structure capacity
(re: struct. eng.)
3. Install outlet, light w/ switch and
pathway access to HVAC unit
and WH per code
dn
knee space
209
5'-1"x5'-10"
NEW VANITY 4
211
7'-0"x10'-10"
NEW BATH/
DRESSING
OPEN
TERRACE
high windows
line of roof/clg.
ridge abv.
dn
3 1/2"
slope to drain
stl. cable rail
w/ stl. top rail
60
6
8
S
G
D
w
/
6
0
2
0
fg
.
t
r
a
n
s
o
m
a
b
v
.
furr dn. abv.
grommet WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Floor Plan - Layout & Notes
(Upper Level)
A3.201248
FLOOR PLAN - LAYOUT & NOTES (UPPER LEVEL)
plan
north
true
north
Scale: 1/4"=1'-0"
Floor Plan Legend
H
C
3-1/2"
1
2
3
4
north arrow
H
C
2x4 wood stud wall
2x6 wood stud wall
sound attenuation insulation
1 hour fire-rated wall
2 hour fire-rated wall
stone/brick walls
cmu walls
acc/icf block walls
concrete walls
steel
datum line
existing spot elevation
new spot elevation
exterior door number
100'-0"
100'-0"
100'-0"
1
100A
100
00
interior door number
room number
window number
shower head /
water controls
bath and
lavatory control
water softner loop
washer bibs & drain
plumbing stub out
gas hook up
hose bib
floor recess
H
C
ws
G
hb
4
3
2
1
A2.1
00
A0.0
00
A0.0
00
A0.0
01
A1.0
01
A1.0
E
A
interior elevation reference
exterior/interior elevations
building section
detail section
detail call out
fire exits (commercial)
accessible entrances/exits
(commercial)
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 perimeter walls shall match existing perimeter walls. 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 fireplace systems, configuration, materials, details, box size, face detail and all fireplace to framing clearances per code prior to framing.
10.Contractor shall confirm all door and window rough openings prior to commencement of framing.
11.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.
12.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.
13.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.
14.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.
15.Install backer rod and sealant at all locations where wood/timber members intersect and penetrate stone or stucco exterior wall veneer. Install J-metal stucco straight edge trim @ all such stucco intersections.
16.Plumbing vents shall be low profile if possible and out of sight from streets, entry courtyards or front entrance where possible.
17.During the framing process Contractor shall insure that there are no conflicts between out-swinging casement and/or awning windows and/or doors with overhangs, soffits, exposed outriggers or rafter tails that limit
or impedes the full opening or intended out-swing operation of windows and/or doors.
18.Insulate ceiling/floor space cavity between garage and upper floor, if any.
19.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.
20.Fireplace hearth depths and material shall meet code. Fireplace faces, materials, clearances from fireplace opening shall meet code.
21.Contractor shall confirm all foundation/slab recesses or drops for flooring, door sills, porch/terraces, garage, showers, fireplaces and floor drain areas prior to commencement of foundation work.
22.Confirm position and type of threshold(s)/sill(s) at exterior doors. Confirm whether thresholds are set flush on slab surface, or whether finish threshold or sill is recessed flush or slightly above top of adjacent finish floor.
Page 67 of 80
remove these areas
demo carport
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Roof Plan (Existing & Demolition)
A3.501248
ROOF PLAN - EXISTING & DEMOLITION
plan
north
true
north
Scale: 1/4"=1'-0"
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 68 of 80
exist. comp.
shingle roof new comp.
shingle roof
new comp.
shingle roof
new comp.
shingle roof
new comp.
shingle roof
new comp.
shingle roof
exist. comp.
shingle roof
exist. comp.
shingle roof
new metal
cricket
Note:
Align ridge lines
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Roof Plan
A3.601248
ROOF PLAN - NEW
plan
north
true
north
Scale: 1/4"=1'-0"
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 match existing overhangs.
2.All gable/rake overhangs shall match existing overhangs.
3.All roof overhang depths and details shall match existing except at
new areas of exposed rafter tails/outriggers.
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 69 of 80
fin. fl.
9'-0" hd. ht.
fin. fl.
9'-0" hd. ht.
fin. fl.
6'-6" b.o. bm.
fin. fl.
6'-6" b.o. bm.
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Exterior Elevations -
Existing & Demolition
A4.0
Front Elevation (West)1
Scale: 1/4=1'-0"
0 1 2 4 8
EXTERIOR ELEVATIONS - EXISTING & DEMOLITION (MAIN HOUSE)
Scale: 1/4"=1'-0"
Left Elevation (North)2
Scale: 1/4=1'-0"
Rear Elevation (East)3
Scale: 1/4=1'-0"
Right Elevation (South)4
Scale: 1/4=1'-0"
0 1 2 4 8
EXTERIOR ELEVATIONS - EXISTING & DEMOLITION (CARPORT)
Scale: 1/4"=1'-0"
Front Elevation (West)1
Scale: 1/4=1'-0"
Left Elevation (North)2
Scale: 1/4=1'-0"Rear Elevation (East)3
Scale: 1/4=1'-0"
Right Elevation (South)4
Scale: 1/4=1'-0"
Note:
Re: Sheet A3.0 for Demolition
Legend and Notes
Page 70 of 80
stair landing
9'
-
0
"
fin. flr. (main)
0'-0"
plt. ht. (main)
9'-0"
plt. ht. (upper)
9'
-
0
"
fin. flr. (upper)
re
:
s
t
r
u
c
t
.
e
n
g
.
plt. ht. (rec. room)
2'
-
1
0
"
overall max. bldg. ht.
26
'
-
8
"
2'
-
1
1
"
29
'
-
7
"
plt. ht. (bath)
Note:
Align ridge lines
new standing seam mtl. roofing
new bd. &
baten siding
new bd. &
baten siding
new bd. &
baten siding
1x trim (typ.)
new bd. &
baten siding
exposed rafter tails
to match exist.
new attic vent
to match exist.
exposed rafter tails
to match exist.
wd. corner trim
exist. siding new siding to
match exist.
new brick col.new brick col.
9'
-
0
"
fin. flr. (main)
0'-0"
plt. ht. (main)
9'-0"
plt. ht. (upper)
9'
-
0
"
fin. flr. (upper)
re
:
s
t
r
u
c
t
.
e
n
g
.
attic door beyond
plt. ht. (rec. room)
2'
-
1
0
"
overall max. bldg. ht.
26
'
-
8
"
2'
-
1
1
"
29
'
-
7
"
9'
-
0
"
fin. flr. (upper)
plt. ht. (upper)
pr
o
p
e
r
t
y
l
i
n
e
15'-0" afg. max. roof ht.
3'-0"3'-0"
20'-0" max. roof ht.
@3'-0" step back
25'-0" max. roof ht.
bl
d
g
.
s
e
t
b
a
c
k
l
i
n
e
30'-0" max. allowable
29'-7" actual
fin. flr. (main)
0'-0"
6'-0"
attic space beyond
open beyond
fin. grade (main)
24'-4" actual roof mid-point
fin. flr. cpt./stor.
new attic vent
to match exist.
new bd. &
baten siding
new bd. &
baten siding
new bd. &
new standing seam mtl. roofing
15
'
-
0
"
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Exterior Elevations (New)
A4.1
Front (West) Elevation1
0 1 2 4 8
EXTERIOR ELEVATIONS (NEW)
Scale: 1/4"=1'-0"
Right (South) Elevation2
Exterior Elevation Notes
6. If stucco has not already been applied, underpin the exposed face of all perimeter slab walls.
w/exterior stucco stucco returning to frame.
1. Refer to General Construction Notes (Sht. A1.1) for additional notes and information.
3. If stucco is schedule/specified, all stucco walls - install exterior (x) "bullnose" or ( ) square corners at all
2. Refer to Roof Plan and Construction Details for overhang depths.
with the wall finish above. The bottom edge of the applied stucco veneer shall be a distance above
indicated on plans or directed by Architect. Doors and windows shall be framed to set into wall
finished grade as prescribed by code. There shall be no"banding" around doors or windows unless
buildings corners and at all door and window openings. Stucco applied to foundation face shall be flush
the building setbacks and may require separate approval from the ARC.
stone or stucco exterior wall veneer. Install J-metal stucco straight edge trim @ all such intersections in
9. Install flashing over ice and water shield membrane at all stucco window sills, or horizontal or sloped
governing jurisdiction or community design guidelines, gutters and downspouts may not encroach into
5. Plate heights shown are nominal.
4. Contractor shall confirm appropriate locations and extent of gutters and downspouts and specific
drainage routing with Owner, Civil Engineer and/or Landscape Architect. Unless specifically allowed by
best industry practice. Install stucco screed @ base of stucco walls per code.
8. If stucco is schedule/specified, all install stucco and masonry control or expansion joints per code and
stucco walls.
10. During the framing process Contractor is to insure that there are no conflicts between out-swinging
stucco surfaces or install moisture protection per builders specs.
7. Install backer rod and sealant at all locations where wood/timber members intersect and penetrate
casement and/or awning windows and/or doors with overhangs, soffits, exposed outriggers or rafter tails
12. Pool fencing shall be per code.
that limits or impedes the full opening or intended outswing operations of windows and/or doors.
13. All headers over windows and doors in stone veneer shall be 8" ht. stone extending 4" beyond each side
stone headers are not available.
11. All framing and finishes above the fireplace chimney termination shall be 100% non-combustible and
must adhere to code and community standards and guidelines.
14. All masonry lintels/headers at window and door openings shall be installed flush with exterior face of
of opening. A joint in stone header may be installed @ multiple mulled window runs if solid, continuous
of adjacent stone veneer.
masonryledges/lugs shall be dropped to within a max. of 12" above finished grade. If required by
masonry veneer - no projections, unless specifically noted. Window sills shall be projected 1/2" from face
veneer walls on the building shall be installed ( ) w/ 1/2" projection, ( )flush with the masonry veneer.
15. All stone or brick caps on garden walls, privacy walls, parapet walls, partial height or wainscot masonry
commencement of framing. If not in compliance Contractor must notify Owner and Architect.
maximum allowable exposed foundation limits and a distance above finish grade per code.
16. Elevations currently show masonry ledges 1 1/2" below finish floor, which is typical. However, all
community standards and guidelines, stucco must be extend below finish floor joint to height of
16. Install appropriate metal corner and edge trim as required by metal siding manufacturer at all metal
17. Contractor shall confirm that ridge heights fall within maximum allowable heights prior to
siding areas.
18. All exterior stone to be smooth cut stone (per owner selection/ building example).
Page 71 of 80
26
'
-
8
"
fin. flr. (main)
0'-0"
overall max. bldg. ht.
29
'
-
7
"
2'
-
1
1
"
42" ht. stl. cable
rail w/ stl. cap
42" ht. stl. cable
rail w/ stl. cap
new standing seam mtl. roofing
new standing seam mtl. roofing
exposed rafter tails
to match exist.
42" ht. stl. cable
rail w/ stl. cap
9'
-
0
"
fin. flr. (main)
0'-0"
plt. ht. (main)
9'-0"
plt. ht. (upper)
9'
-
0
"
fin. flr. (upper)
re
:
s
t
r
u
c
t
.
e
n
g
.
plt. ht. (rec. room)
2'
-
1
0
"
overall max. bldg. ht.
26
'
-
8
"
2'
-
1
1
"
29
'
-
7
"
30'-0" max. allowable
pr
o
p
e
r
t
y
l
i
n
e
3'-0"3'-0"
bl
d
g
.
s
e
t
b
a
c
k
l
i
n
e
fin. grade (main)
42" ht. stl. cable
rail w/ stl. cap
42" ht. stl. cable
rail w/ stl. cap
mtl. cricket
Note to Framer:
Hold back overhang
from door/window
trim as req'd.
42" ht. stl. cable
rail w/ stl. cap
roof beyond
9'
-
0
"
fin. flr. (upper)
plt. ht. (upper)
15'-0" afg. max. roof ht.
20'-0" max. roof ht.
@3'-0" step back
25'-0" max. roof ht.
fin. flr. (main)
0'-0"
24'-4" actual roof mid-point
fin. flr. cpt./stor.
15
'
-
0
"
new siding to
match exist.
new siding to
match exist.
new bd. &
baten siding
new bd. &
baten siding
new attic vent
to match exist.
new attic vent
to match exist.
new bd. &
baten siding
new bd. &
baten siding
WA
L
D
E
N
-
P
U
L
L
E
N
HO
U
S
E
12
1
5
S
.
M
A
I
N
S
T
R
E
E
T
GE
O
R
G
E
T
O
W
N
,
T
E
X
A
S
7
8
6
2
6
2019-10-14
TA
DRAWN BY
Copyright 2019 Rick O'Donnell Architect :
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 - N/A
Bid Set (Prelim.)
ARC Committee
Construction
Finance Package
Consultant Distr.
PRELIMINARY
NOT FOR
PERMITTING,
REGULATORY
APPROVAL OR
CONSTRUCTION
19-001
rick o'donnell
a r c h i t e c t
512.240.5961 office
georgetown, tx 78633
510 westbury lane
Exterior Elevations (New)
A4.2
Rear(East) Elevation1
0 1 2 4 8
EXTERIOR ELEVATIONS (NEW)
Scale: 1/4"=1'-0"
Left (North) Elevation2
Exterior Elevation Notes
6. If stucco has not already been applied, underpin the exposed face of all perimeter slab walls.
w/exterior stucco stucco returning to frame.
1. Refer to General Construction Notes (Sht. A1.1) for additional notes and information.
3. If stucco is schedule/specified, all stucco walls - install exterior (x) "bullnose" or ( ) square corners at all
2. Refer to Roof Plan and Construction Details for overhang depths.
with the wall finish above. The bottom edge of the applied stucco veneer shall be a distance above
indicated on plans or directed by Architect. Doors and windows shall be framed to set into wall
finished grade as prescribed by code. There shall be no"banding" around doors or windows unless
buildings corners and at all door and window openings. Stucco applied to foundation face shall be flush
the building setbacks and may require separate approval from the ARC.
stone or stucco exterior wall veneer. Install J-metal stucco straight edge trim @ all such intersections in
9. Install flashing over ice and water shield membrane at all stucco window sills, or horizontal or sloped
governing jurisdiction or community design guidelines, gutters and downspouts may not encroach into
5. Plate heights shown are nominal.
4. Contractor shall confirm appropriate locations and extent of gutters and downspouts and specific
drainage routing with Owner, Civil Engineer and/or Landscape Architect. Unless specifically allowed by
best industry practice. Install stucco screed @ base of stucco walls per code.
8. If stucco is schedule/specified, all install stucco and masonry control or expansion joints per code and
stucco walls.
10. During the framing process Contractor is to insure that there are no conflicts between out-swinging
stucco surfaces or install moisture protection per builders specs.
7. Install backer rod and sealant at all locations where wood/timber members intersect and penetrate
casement and/or awning windows and/or doors with overhangs, soffits, exposed outriggers or rafter tails
12. Pool fencing shall be per code.
that limits or impedes the full opening or intended outswing operations of windows and/or doors.
13. All headers over windows and doors in stone veneer shall be 8" ht. stone extending 4" beyond each side
stone headers are not available.
11. All framing and finishes above the fireplace chimney termination shall be 100% non-combustible and
must adhere to code and community standards and guidelines.
14. All masonry lintels/headers at window and door openings shall be installed flush with exterior face of
of opening. A joint in stone header may be installed @ multiple mulled window runs if solid, continuous
of adjacent stone veneer.
masonryledges/lugs shall be dropped to within a max. of 12" above finished grade. If required by
masonry veneer - no projections, unless specifically noted. Window sills shall be projected 1/2" from face
veneer walls on the building shall be installed ( ) w/ 1/2" projection, ( )flush with the masonry veneer.
15. All stone or brick caps on garden walls, privacy walls, parapet walls, partial height or wainscot masonry
commencement of framing. If not in compliance Contractor must notify Owner and Architect.
maximum allowable exposed foundation limits and a distance above finish grade per code.
16. Elevations currently show masonry ledges 1 1/2" below finish floor, which is typical. However, all
community standards and guidelines, stucco must be extend below finish floor joint to height of
16. Install appropriate metal corner and edge trim as required by metal siding manufacturer at all metal
17. Contractor shall confirm that ridge heights fall within maximum allowable heights prior to
siding areas.
18. All exterior stone to be smooth cut stone (per owner selection/ building example).
6'-0"42" ht. stl. cable
rail w/ stl. cap
Page 72 of 80
Page 73 of 80
Page 74 of 80
Page 75 of 80
Page 76 of 80
Page 77 of 80
Page 78 of 80
Page 79 of 80
Page 80 of 80