HomeMy WebLinkAboutAgenda_HARC_12.13.2019Notice of Meeting for the
Historic and Architectural Rev iew Commission Demolition Subcommittee for Medium
P riority Structure at 1215 S. Main Street
of the City of Georgetown
December 13, 2019 at 10:00 AM
at 1215 S. Main Street, Georgetown, Texas 78626
T he C ity o f G eorgetown is c o mmitted to c ompliance with the Americans with Dis ab ilities Ac t (ADA). If yo u
req uire as s is tanc e in participating at a p ublic meeting d ue to a disability, as d efined und er the ADA, reasonable
as s is tance, ad ap tatio ns , or acc o mmo d ations will b e provid ed up o n req uest. P leas e contac t the C ity S ecretary's
O ffic e, at leas t three (3) d ays p rio r to the s cheduled meeting date, at (512) 930-3652 or C ity Hall at 808 Martin
Luther King Jr. S treet, G eo rgeto wn, T X 78626 for ad d itional info rmation; T T Y us ers route thro ugh R elay
Texas at 711.
L egislativ e Regular Agenda
A Disc ussio n and p o s s ib le rec o mmendation for the demolitio n o f a lo w and a med ium p rio rity struc tures
loc ated at 1215 S . Main S treet - Britin Bos tic k, Do wntown and His toric P lanner
Ce rtificate of Posting
I, R obyn Dens mo re, C ity S ec retary for the C ity of G eorgetown, Texas, do hereb y certify that this Notice of
Meeting was p o s ted at C ity Hall, 808 Martin Luther King Jr. S treet, G eorgeto wn, T X 78626, a p lace readily
acc es s ib le to the general p ublic as req uired by law, on the _____ day of _________________, 2019, at
__________, and remained so p o s ted fo r at leas t 72 c o ntinuo us hours prec eding the sc heduled time of s aid
meeting.
__________________________________
R o b yn Dens more, C ity S ecretary
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City of Georgetown, Texas
Historic and Architectural Review
December 13, 2019
S UB J E C T:
Dis cus s io n and pos s ible recommend ation fo r the d emo lition of a low and a medium priority s tructures
lo cated at 1215 S . Main S treet - Britin Bostic k, Downto wn and Histo ric P lanner
IT E M S UMMARY:
Demo lition of a C o ntrib uting Histo ric S tructure (Low P riority C arp o rt)
Demo lition of a C o ntrib uting Histo ric S tructure (rear p o rtion of Medium P rio rity R es idence)
F IN AN C IAL IMPAC T:
No ne
S UB MIT T E D B Y:
Nat Waggoner
AT TAC H ME N T S:
D escription Type
Demo_Subcomm_ReviewRecommendation Exhibit
Exhibit 1 - Location Map Exhibit
Exhibit 2 - Letter of Intent Exhibit
Exhibit 3 - Photos Exhibit
Exhibit 4 - Project Drawings Exhibit
Exhibit 5- His toric Res ource Survey Exhibit
Page 2 of 71
HISTORIC AND ARCHITECTURAL REVIEW COMMISSION
DEMOLITION SUBCOMMITTEE
REPORT AND RECOMMENDATION
FILE NUMBER:
MEETING DATE:
MEETING LOCATION:
APPLICANT:
SUBCOMMITTEE MEMBERS PRESENT:
STAFF PRESENT:
OTHERS PRESENT:
COMMENTS
Applicant:
Subcommittee:
What is the existing (structural) condition of the structure? Are there any structural changes that
should be made to the structure for re-occupancy?
Would the original owner be able to recognize the structure today? What changes have been made to
the structure (excluding cosmetic features)? Are structural changes needed to bring back the
structure to its original design?
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File Number:
Meeting Date:
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May the structure, in whole or in part, be preserved or restored?
May the structure be moved (relocated) without incurring any damages?
Does the structure, including any additions or alterations, represent a historically significant style,
architecture, craftsmanship, event or theme?
Are there any materials or unique features that can be salvaged? If so, which ones?
Other comments
RECOMMENDATION
Approval
Approval with Conditions:
Disapproval
Based on:
Subcommittee Chair Signature (or representative) Date
Page 4 of 71
Location
2019-70-COA
Exhibit #1
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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 6 of 71
From:Britin Bostick
To:Stephanie Mcnickle
Subject:FW: [EXTERNAL] Re: 2019-70-COA Application - Documents Needed
Date:Tuesday, November 19, 2019 9:11:37 AM
Attachments:Walden-Pullen_ ext color_BM Spring Meadow 486.PNG
Please see .jpeg files for 2019-70-COA below.
Regards,
Britin Bostick
Downtown & Historic Planner
City of Georgetown
Planning Department
406 W. 8th Street
Georgetown, TX 78626
512-930-3581
britin.bostick@georgetown.org
From: Wade Walden <wcwalden@yahoo.com>
Sent: Tuesday, November 19, 2019 8:57 AM
To: Britin Bostick <Britin.Bostick@georgetown.org>
Cc: Paige Pullen <paigepullen@hotmail.com>
Subject: [EXTERNAL] Re: 2019-70-COA Application - Documents Needed
[EXTERNAL EMAIL]
Hi Britin,
Thanks. Sorry if i missed that message to convert all to pdf.
I tried to look on the app to see what was not in pdf but not seeing any so I’m reattaching what we had that is not pdf in hopes I get you all you need.
Please let me know if I miss anything and I will get it to you quickly.
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Regards,
Wade and Paige
On Nov 19, 2019, at 8:46 AM, Britin Bostick <Britin.Bostick@georgetown.org> wrote:
Good Morning!
Thank you for submitting a COA application for your project. Our system uses .pdf file format documents, and the .jpeg files (image files) that you uploaded for your application did not transfer.
Could you please email those files directly to me so that I can get them included in your application file?
Please let me know if you have any questions.
Regards,
Britin Bostick
Downtown & Historic Planner
City of Georgetown
Planning Department
406 W. 8th Street
Georgetown, TX 78626
512-930-3581
Page 54 of 71
britin.bostick@georgetown.org
Page 55 of 71
Site
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WALDEN-PULLEN HOUSE
1215 S. MAIN STREET GEORGETOWN, TX. 78626
INSPECTIONS (Not Necessarily In Order)
If project is not located in a governmental jurisdiction that
makes inspections, Contractor and or/ Owner shall
employ the services of a third party independent code
compliance construction inspector for all phases of work
including but not limited to the following:
*If a Structural Engineer has been retained for the project, said
Engineer shall be required to inspect the structural aspects of the
project.
SITE LOCATION MAP
AREA LOCATION MAP
PROJECT DIRECTORY
OWNER:Wade Walden & Paige Pullen
ARCHITECT:Rick O'Donnell Architect, LLC
510 Westbury Ln.
Georgetown, TX 78633
o (512) 240-5961
www.rickodonnellarchitect.com
CODE ANALYSIS:Rick O'Donnell Architect, LLC
510 Westbury Ln.
Georgetown, TX 78633
o (512) 240-5961
www.rickodonnellarchitect.com
INTERIOR DESIGNER:N/A
ADA REVIEWER/RAS:N/A
CONTRACTOR:TBD
SURVEYING:Crichton and Associates, Inc.
6448 Hwy. 290 E.
Austin, TX 78723
o (512) 244-3395
LAND PLANNING:N/A
GEOTECHNICAL/
SOILS REPORT:TBD
CIVIL ENGINEER:N/A
STRUCTURAL ENG.:TBD
MEP ENG.:By Contractor's Engineer or Subcontractor
KITCHEN PLANNER:TBD
AUDIO-VISUAL ENG.:TBD
COMPUTER/ITT:N/A
LANDSCAPE DESIGN:TBD
SEPTIC ENGINEERING:N/A
PROJECT INFORMATION
Project Address:1215 S. Main Street
Geoergetown, TX 78626
Project Description:Single Family Detached Residence and Garage/Storage Building
Legal Description:.236 ac., a portion of Block G, Morrow Addition
Tax Parcel Number:N/A
Tax I.D. Number:N/A
BUILDING CODES and DESIGN CRITERIA
Project Jurisdiction: City of Georgetown, Williamson County, TX
Codes:
2012 International Residential Code (IRC) - Building & Structural
2012 International Mechanical Code
2014 National Electrical Code
2012 International Plumbing Code
2015 International Energy Conservation Code
2012 International Fire Code
2012 International Gas Code
Zoning Classification:N/A
Occupancy Type:Single Family Detached Residence
Type of Construction:V-B, Unprotected, Non-Sprinkled
Conditioned Area:Re: Area Calculation Chart
Gross Floor Area:Re: Area Calculation Chart
Allowable Building Height:Per Code or Community Deed Restrictions/HARC
Note:
Property IS ___ IS NOT X located in 100 year flood plain
(re: FEMA Map No.: N/A
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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
Cover Sheet
A1.0
NOTE:
CONTRACTOR SHALL MAINTAIN A FULL-SIZE SET OF
THE MOST RECENTLY ISSUED, UP-TO-DATE
CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES.
·Layout / Setbacks
·Foundation / Slab Elevation
·Foundation Pre-Pour
(form work, fill/pad, membrane,
steel reinforcing)*
·Plumbing Rough / Sewer
·Copper or Supply Piping
·Mechanical In-Slab
·Framing / Structural *
·Exterior Envelope/Membrane
(water protection, moisture
proofing, flashing)
·Roofing
·Exterior Stucco / Plaster
·Mechanical Rough
·Plumbing Top-Out
·Electrical Rough / Conduits
·Propane Top-Out
·Electrical Intermediate
·Insulation
·Water / Sewer Yard Lines
·Drywall
·Gas Yard Line
·French Drains
·Mechanical Final
·Plumbing Final
·Electrical Service Loop
·Electrical Final
·Site Utilities
·Fire
(fire codes, egress, alarms,
detection systems)
·Driveway / Flatwork
·Propane Final
·HOA / ARC Construction
Inspections
·Building Final
·Final ADA (if applicable)
Note:
Project IS IS NOT X 100% Masonry.
CONSTRUCTION DOCUMENTS
DRAWING INDEX
A1.0 COVER SHEET
A1.1 GENERAL CONSTRUCTION NOTES
A1.2 SCHEDULES (DOOR/WINDOW/FINISH)
A2.0 SITE PLAN - PRE-CONSTRUCTION
A2.1 SITE PLAN - ARCHITECTURAL
A3.0 FLOOR PLAN - EXISTING & DEMOLITION)
A3.1 FLOOR PLAN - LAYOUT AND NOTES (LOWER LEVEL)
A3.2 FLOOR PLAN - LAYOUT AND NOTES (UPPER LEVEL)
A3.3 FLOOR PLAN - DIMENSION CONTROL (LOWER LEVEL)
A3.4 FLOOR PLAN - DIMENSION CONTROL (UPPER LEVEL)
A3.5 ROOF PLAN - EXISTING/DEMOLITION
A3.6 ROOF PLAN - NEW
A4.0 EXTERIOR ELEVATIONS - EXISTING & DEMOLITION
A4.1 EXTERIOR ELEVATIONS - NEW
A4.2 EXTERIOR ELEVATIONS - NEW
A5.0 CONSTRUCTION DETAILS
A6.0 INTERIOR & CABINET ELEVATIONS
E1.0 ARCHITECTURAL ELECTRICAL POWER PLAN (LOWER LEVEL)
E1.1 ARCHITECTURAL SWITCH & LIGHTING PLAN (LOWER LEVEL)
E1.2 ARCHITECTURAL ELECTRICAL POWER PLAN (UPPER LEVEL)
E1.3 ARCHITECTURAL SWITCH & LIGHTING PLAN (UPPER LEVEL)
Site
NOTE:
CONTRACTOR SHALL CONFIRM WITH EACH APPROPRIATE GOVERNMENTAL ENTITY THAT THE
CODES LISTED ABOVE ARE THE CURRENT AND APPLICABLE CODES IN USE BY THE
GOVERNING JURISDICTION(S) AT THE TIME OF PERMITTING AND/OR CONSTRUCTION.
CONTRACTOR SHALL ALSO CONFIRM WHETHER ANY ADDITIONAL OR SUPPLEMENTAL
CODES OR CONDITIONS EXIST OR HAVE BEEN ADDED SINCE COMPLETION OF THE
CONSTRUCTION DOCUMENTS. IF THE CONTRACTOR DETERMINES THERE ARE DISCREPANCIES
BETWEEN THOSE LISTED ON THIS SHEET VS. THOSE IN ACTUAL USE, CONTRACTOR SHALL
NOTIFY THE ARCHITECT IMMEDIATELY. IN ALL CASES CONTRACTOR SHALL CONFORM TO
AND ABIDE BY THE MOST CURRENT AND STRINGENT CODES, GUIDELINES AND
REQUIREMENTS IN PLACE, AS DEFINED BY THE GOVERNING JURISDICTION(S), AT ALL TIME
DURING CONSTRUCTION. IF THE CONTRACTOR IS UNSURE OF CODE STATUS, SITUATION OR
REQUIREMENT, IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO CONTACT AND CONFIRM
WITH THE APPROPRIATE GOVERNING JURISDICTION. PROJECTS OUT OF A MUNICIPAL
JURISDICTION ARE STILL REQUIRED TO BE BUILT PER CODE.
Page 56 of 71
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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
General Construction Notes
A1.1
GENERAL CONSTRUCTION NOTES - RESIDENTIAL (Refer to Individual Sheets for Additional Notes & Information)
General
ALL RIGHTS RESERVED. Rick O'Donnell Architect expressly reserves its 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. The Architect assumes no responsibility for changes or
modifications made to these plans by others.
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. Contact the Architect to confirm total contracts documents package prior to
commencement of any of the above tasks or phases of work. Contractor to insure that all values assumed and calculations determined in the
ResCheck and ComCheck energy evaluations and report are incorporated into the project construction. U Values and shading coefficients
for windows and doors must be adhered to.
CONSULT ARCHITECT IF UNSURE ABOUT THE EXTENT OF OR DETAILING REQUIRED TO COMPLETE THE PROJECT AS SHOWN. FAILURE TO DO SO IN
ADVANCE OF COMMENCEMENT OF CONSTRUCTION OR ORDERING OF MATERIALS CONSTITUTES UNDERSTANDING OF THE PROJECT SCOPE AND
INTENT, AND ACCEPTANCE OF ALL RESPONSIBILITY BY CONTRACTOR. CONTACT THE ARCHITECT IMMEDIATELY FOR RESOLUTION PRIOR TO
CONSTRUCTION IF ANY DISCREPANCIES OR CONFLICTS EXIST REGARDING THE INFORMATION ON THESE DRAWINGS. DO NOT CONSTRUCT
SOMETHING IF THE PLANS OR DETAILS DO NOT WORK OR DO NOT MAKE SENSE. CALL THE ARCHITECT.
These drawings constitute what is normally considered within the construction industry a "builder's set" in as much as they are intended to
convey the design intent only. The implementation of the plans requires a general contractor and subcontractors thoroughly knowledgeable
with applicable building codes and methods of construction. The plans are intended to provide basic information regarding site work,
electrical, mechanical, plumbing and other trades to substantially complete construction of the structure. Exact material specifications and
selections from agreed "allowances" are to be confirmed with the owner prior to ordering and/or installation. If provided, Contractor to review
Owner "image" photos and details and confirm all related details and finishes prior to commencement of construction.
Construction means, methods, and materials are solely the jurisdiction of the Contractor and are not described in these plans. Rick O'Donnell
Architect, LLC shall neither have control over, be in charge of, nor be responsible for the construction means, methods, materials, techniques,
sequences or procedures, or for safety precautions and safety programs in connection with the construction of the structure(s) in the plans
provided by this agreement.
Exact detailing, structural, mechanical, electrical, waterproofing and flashings are to be determined by the contractor except as noted or
described within these drawings. In all cases, the most stringent requirements of all applicable federal, state, county, and local city building,
mechanical, electrical, plumbing, and fire codes, laws, ordinances, and regulations must be met. If the contractor or any subcontractors
performs any work in conflict with the above mentioned laws, rules, codes, ordinances and regulations then the Contractor in violation shall
bear all costs of repair arising out of non-conforming work.
All such codes, ordinances, deed restrictions and regulations take presence over any part of these drawings which may be deficient or in
conflict.
All plan dimensions and area calculations must be verified by Contractor and subcontractors prior to bidding, submittal of proposals or cost
estimates or entering into any contracts or subcontracts. All dimensions (new construction , additions, and remodels) must be field verified
prior to commencement of construction, ordering of materials or fabrication of products. Plan square footages and area calculations
indicated on plans are estimates only. Contractor and subcontractors shall do their own area takeoffs and confirm actual square footages.
Notify Architect immediately of any discrepancies between plan area calculations and contractor/subcontractor area calculations. DO NOT
SCALE FROM DRAWINGS.
Contractor to confirm and verify location of all structures in relation to building lines or setbacks, property lines and easements. Notify
Architect and Owner immediately with any discrepancies.
The obtaining of permits and government approvals and payment of related fees is the responsibility of the Contractor and /or Owner as
determined themselves.
Existing and hidden conditions: Contractor shall verify actual location of all existing construction prior to
commencement of construction.
Site Work / Finish Grading
Refer to Site Plan(s) for additional notes and information The site plan, if provided as part of these documents, is intended to provide
Contractor a general understanding of site topography and existing grade conditions. Finish grade contours are not indicated or depicted
unless specifically noted. It is the responsibility of Contractor to insure proper drainage around and away from all structures as necessary.
Contractor to confirm all existing overhead and underground utilities (electric, gas, phone, TV, water, sewer, etc.), utility apparatus and
structures, tap and hookup locations whether shown on plans or not. Grades indicated on exterior elevations represent approximate existing
grade elevations per topography survey and should be confirmed by the Contractor. Finish grading per civil engineer or landscape architect.
Contractor is responsible for ensuring proper drainage away from building and to ensure that no adjacent property is advertly affected by
grading or drainage on this property.
Structural Foundation
Design layout and detailing of all structural elements, including but not limited to piers, footings, retaining walls, shear walls, floor and roof
trusses, rafters, floor and ceiling joists, stud walls, columns and column footings, concrete floors and reinforcing must be designed, engineered
and certified by a Registered Professional Engineer licensed to practice in the State of Texas. Contractor is responsible for coordinating and
obtaining all engineering documents as necessary for permitting and construction unless otherwise agreed. Contractor to compare
Foundation Base Sheet prepared by Architect with Structural Foundation Plan prepared by Engineer and immediately notify Architect of any
discrepancies.
Contractor is responsible for verifying that all floor recesses and drops match between architectural floor plans and structurally engineered
foundation plans. Contractor shall insure that any slabs recessed for wood flooring result in wood floors being flush with all adjacent floors. (tile,
carpet, etc.).
Contractor to confirm and provide all in-slab electrical and plumbing as required.
Structural Framing
All new walls shall be framed per Floor Plan Notes and Floor Plan Legend.
All new walls shall be framed straight, plumb, square and true.
On remodel/renovation construction, investigate all existing exposed decking, fascia, overhangs and trim for rot. Where necessary replace
with new materials to match existing.
Walls within 3 feet of property line shall be of 1hr fire resistive construction.
Provide backing in wall for mounting all millwork, shelving and plumbing fixtures as required.
Provide blocking for ceiling fans and heavy light fixtures. Confirm locations with owner prior to construction.
Provide draft stopping at any HVAC chase.
Contractor shall ensure that the exterior sheathing of the house is water protected and wrapped with an exterior water membrane product
such as Tyvek or equal. Install according to Tyvek or selected manufacturer's recommendations, specifications and details.
Contractor shall confirm truss depths relative to HVAC duct sizing & location requirements prior to truss fabrication or framing.
Contractor to confirm trim size at doors and windows prior to construction of rough openings. Adjust positioning as necessary relative to
adjacent intersecting walls to allow for proper space for trim.
Roofing
Install flashing over ice and water shield at all roof valleys or as specified by Contractor .
Install flashing over ice and water shield under tile roofing and or at roof pitches less than 4:12 or as specified by Contractor.
Flashing and Moisture-Proofing
These drawings constitute what is normally considered within the construction industry a "builder's set" in as much as they are intended to
convey the design intent only. The implementation of the plans requires a general contractor and subcontractors thoroughly knowledgeable
with applicable building codes and methods of construction. The plans are intended to provide basic information regarding site work,
electrical, mechanical, plumbing and other trades to substantially complete construction of the structure.
Construction means, methods, materials, sequence of construction and adherence to all codes and regulations are solely the jurisdiction of
the Contractor and are nor necessarily described in these plans. Exact detailing, waterproofing and flashings means and methods are to be
determined by the Contractor except as noted and described in these drawings. In all cases, the most stringent requirements of all applicable
federal state, county and local city building codes, laws, ordinances, and regulations must be met along with best industry practices. If the
Contractor or any sub-contractor performs any work in conflict with the above mentioned laws, rules, codes, ordinances and regulations then
the Contractor and/or sub-contractor in violation shall bear all costs of repair arising out of non-conforming work.
The Contractor, regardless of anything shown or depicted in these plans or specifications, assumes complete responsibility for a watertight
project.
Install all flashings, waterproof membranes, backer rods and sealants including, but not limited to, door and window headers, wainscot caps,
parapet wall caps, weep flashings and at masonry to wood and stucco to wood intersections per code and best industry practices and
standards.
Stairs
Construct and install stairs, treads, risers, landings and railing per code.
Doors and Windows
Refer to Door and Window Schedule for additional notes and information.
All doors and windows shall be installed per Floor Plans and/or Schedules.
Door and window sizes are indicated as nominal sizes. Contractor to verify actual rough opening requirements with specific manufacturer
details and specifications.
All exposed exterior doors shall be installed sill door pans and head flashing per specifications or best industry standards.
All windows shall be installed with sill pans and metal head flashing per specifications or best industry standards.
All doors between house or any habitable space and garage shall be solid core, 1-hour fire rated.
Contractor shall confirm the exterior door sill/threshold details, type and position per the specific manufacturer product selected and insure no
sill or sill pan drainage systems are blocked as a result adjacent porches, patios or decks which may be installed.Contractor shall 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 surface. Confirm all with Owner and/or Interior Designer prior to foundation pour.
Egress Windows and Tempered Glass
Refer to Window Schedule for additional notes and information Mirror wardrobe doors shall met the impact test requirements for safety glazing
per code.
Contractor to confirm and adhere to all codes and jurisdiction requirements regarding fire exit and egress windows and tempered glass and
install only windows and glass that conform to such requirements. Plans may not specifically note or call out tempered glass requirements, and
it is the responsibility of the contractor to confirm all such requirements. Contractor to notify Architect of any plan discrepancies or questions
regarding the above prior to ordering windows or commencement of construction.
All bedrooms shall have at least one exterior door or operable window for emergency escape or rescue. Escape or rescue windows shall have
a minimum net clearance operable area of 5.7 sq. ft. with a minimum clear height of 24", a minimum clear width of 20", and maximum sill
height of 44" above finish floor unless otherwise noted in code.
Fireplaces and Chimneys
Contractor to meet all codes and manufacturer's specifications relative to fireplace construction, installation and clearances from wood
framing members.
Chimney shall be constructed according to architectural plans, but in all cases shall extend a minimum of 2 feet higher than any adjacent
portion of the building or roof within a 10' radius of chimney and shall not be less than 3 feet above the point where chimney passes through
roof. All fireplace and chimney construction must comply with manufacturer specifications and building codes. Conform to all codes relative
to combustible air.
Masonry / Stucco
All masonry ledges/lugs shall be dropped to within a maximum of 12" above finished grade at all exterior All masonry lintels/headers at window
and door openings shall be installed flush with exterior face of masonry veneer - no projections, unless specifically noted. Window sills shall
project 1/2" beyond face of stone wall.
All stone or brick caps on garden walls, privacy walls, parapet walls, partial height or wainscot masonry veneer walls on the building shall be
installed flush with adjacent masonry veneer - no projections, unless specifically noted.
All stucco walls - confirm exterior "square" or "bullnose" corners at all building corners and at all door and window openings with Architect.
Stucco applied to foundation face shall be flush with stucco veneer above base. Stucco shall be separated from finished grade per code.
There shall be no "banding" around doors or windows unless indicated on plans or directed by Architect.
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 @ all such intersections.
Install expansion and/or control joints per code and manufacture recommendation and operation.
General Mechanical, Electrical and Plumbing
These plans provide only diagrammatic locations and layouts for mechanical, electrical and plumbing systems. Engineering, load
calculations, details, technical detailing required for permitting and construction is the responsibility of the Contractor.
Verify all existing utility service prior to construction.
Plumbing, mechanical and electrical layout is schematic and may be adjusted with Owner, Interior Designer, or Architect's permission, or as
required by code.
All necessary permits, licenses, certificates, tests, etc. shall be procured and paid for by Contractor or appropriate MEP Subcontractors.
Contractor is responsible for checking all contract documents, field conditions and dimensions for accuracy, and confirming that the work is
build able as shown and meets all applicable codes prior to proceeding with construction. Contractor is required to contact Architect
regarding clarification of any plan discrepancies prior to commencement of work.
Contractor to confirm all appliance selections and kitchen equipment with owner and provide plumbing, gas and electrical as required for
installation.
Contractor shall confirm all installation requirements for vacuum, audiovisual, fire alarm, smoke-detection, intercom, security systems and door
chime/bell locations with Owner prior to installation, and provide installation and/or coordination for such.
All roof venting, stacks and roof penetrations should be located to rear of structure where possible and not visible from the street. Combine
roof penetrations when possible.
Contractor shall confirm all gas requirements as may be needed for cooktop, water heater, fireplaces, furnace units and grills, plus any gas
stubs for exterior use as pools, spas or other features.
Mechanical
Contractor shall install material and equipment in a manner to conform to structure, avoid obstructions, preserve headroom and keep
openings and passage ways clear.
Equipment indicated on these plans is shown in approximate position. Contractor shall field verify all conditions prior to installation. In all cases,
adequate access (per manufacturer's recommendations and code compliance) for maintenance and replacement of equipment shall be
provided. All combustible air to be drawn from outside.
Contractor to confirm attic HVAC locations with owner and HVAC subcontractor prior to commencement of construction.
Contractor shall confirm all condensate drain and discharge locations with Owner prior to installation.
Electrical plan is a schematic plan plan only. Design and engineering of the electrical circuiting and any adjustments to meet code are the
responsibility of the Electrical Contractor.
Electrical
Electrical plan is a schematic plan plan only. Design and engineering of the electrical circuiting and any adjustments to meet code are the
responsibility of the Electrical Contractor.
Refer to Electrical Sheets for additional notes and information.
Refer to Electrical Plans for locations of all switches, lights, receptacles, smoke detectors, appliances, television, computer/data outlets, HVAC
units, water heaters, etc.
Power company approval is required for meter location prior to installation.
Provide electrical service underground for new construction if possible.
Exact location of floor plugs to be determined by Owner, Interior Designer, or Architect.
Verify all light fixture, switch, and junction box locations with Owner. All must meet code and ADA requirements must me met in commercial
applications.
Bedroom branch circuits will be arc fault protected per code.
Provide dimmer switches per plan.
Small appliance branch circuits for the kitchen are limited to supplying wall and counter space outlet per code.
A dedicated 20 amp circuit shall be provided to serve the required bathroom outlets per code. The circuit cannot supply other receptacles,
lights, fans, etc.
Confirm Pre-wire for telephones, cable TV, data communications, computer and audio/video equipment with owner prior installation.
Provide switch, outlet and light at all attic access points.
Specifications for all fixtures and equipment shall be provided by Owner, Contractor or Interior Designer if not included by Architect.
If not shown on plans, Contractor shall confirm location of AC breaker, main panel and meter base w/ Owner prior to installation.
Contractor shall provide a typed panel board directory and all panels provided.
Above counter mounted outlet boxes shall be mounted horizontally.
Contractor to confirm all electrical outlets (including floor outlets), switch and fixture locations with Owner prior to wiring. Gang all switch and
outlets where possible.
Plumbing
Plumbing fixtures indicated on plans are diagrammatic only. Contractor to confirm all plumbing fixtures, sizes, types, specifications and
configurations with Owner prior to construction.
All plumbing work shall be installed so as to avoid interference with electrical and mechanical equipment and structural framing. Anti-scalding
shower and tub/shower valves required.
Low flush toilets, per code as required.
All shower and tub/shower combinations are required to have a thermostatic mixing valve type or individual control valves or the pressure
balance type per code.
All hose bibs shall have an approved anti-siphon device.
All joints shall be caulked where plumbing fixtures contact walls and floors.
Fireplace gas valves shall be located outside of required hearth area, but no more than 48" beyond hearth.
Provide air switch for kitchen sink garbage disposal.
Gas water heater (if applicable)- provide 18" high minimum platform and discharge line to outside.
Contractor to confirm all water heater overflow drain discharge locations with Owner prior to commencement of work. Contractor shall
provide all plumbing and gas stub-outs as may be required for future pool, spa, and water features in locations per plans or as directed by
Owner or Landscape Architect. Confirm all locations with Owner or Landscape Architect.
Electrical installations must meet all code requirements regardless of plan. Contractor to include all electrical required per code even if not
indicated on architectural or electrical plans.
Contractor shall confirm with Owner all areas to receive floor decking at attic prior to commencement of construction. Electrician shall ensure
that no wiring is run over tops of floor joists or floor trusses in attic areas scheduled to receive floor decking.
Provide electrical power and wiring for all future pool, spa, water feature and irrigation system controls per plan or as directed by Owner or
landscape architect. Confirm locations with Owner or Landscape Architect prior to installation
Provide a 220V outlet for each air handler, with switch and light. Light fixtures located in clothes closets must maintain 12" clearance from
shelves to incandescent and fluorescent fixtures per N.E.C. Provide 110V elec. to gas furnace.
Fire Warning Systems
Interconnect all smoke detectors.
Smoke detectors shall be permanently wired, interconnected and located to code.
Smoke detectors shall be equipped with a battery powered back-up and an alarm audible in all sleeping areas.
Smoke detectors shall be installed at a point centrally located in the corridor or hallway or area giving access to each separate sleeping area
and be a minimum of 3'-0" from duct openings.
Where the highest point of a ceiling in a room that opens to the hallway serving the bedrooms exceeds that of the opening into the hallway
by 24" or more, smoke detectors shall be installed in hallway and in the adjacent room. Provide additional smoke detectors as applicable.
All smoke alarms shall be listed and installed in accordance with the provisions of this code and the household fire warning
equipment provisions.
Provide carbon-monoxide and heat alarms per code.
Lights and fixtures installed outside must comply with N.E.C., and must be suitable for damp locations.
Type NM or NMC (Romex) cable shall not be embedded in masonry.
Ceiling fan outlet boxes shall be listed for the application/location and shall be rigidly secured in place.
Provide 4 wire cable to oven/range/dryer per N.E.C.
Provide dedicated GFCI circuits to toilet lavatory countertop receptacles.
Provide kitchen exhaust fan with min. 100 CFM at hood, connected to metal duct up through roof with flashing and cap per IRC.
Install motion detectors, if any, per plan.
All sleeping room receptacles shall be arc-fault protected. GFCI receptacles are required in all wet areas, kitchen counter, exterior, and
garage receptacles.
Kitchen counter receptacles shall be spaced so that no point along the counter top is greater than 2 feet from a receptacle.
Insulation
After installing insulation, installer shall post in a conspicuous location in the building a certificate signed by the installer and builder stating that
the installation conforms with the applicable code requirements. Certificate shall state the manufacturer names and material ID, installed
R-value and weight per square foot. Contractor shall submit the MEC to the governing jurisdiction as required.
Install sound attenuation insulation per plan.
Drywall
Refer to Finish Schedule and/or construction details for specific drywall specifications,notes and information. Walls within 3 feet of property line
shall be of 1hr fire resistive construction.
Provide water resistant gypsum backing board or cement board as a base for tile or wall panels for tub/shower enclosures and water closets.
Carpentry - Finish
Refer to Finish Schedule and Plans for additional notes and information.
Undercutting doors:
Doors over carpet confirm with contractor.
Doors over hard surfaces confirm with contractor.
Cabinets
Refer to Finish Schedule, Plans and Interior Elevation sheets for additional notes and information.
Contractor to confirm all cabinet layouts, space and use requirements, details, materials, style, and finishes with Owner relating to appliances,
stereo equipment, televisions, and video equipment, etc. prior to cabinet fabrication.
Cabinets indicated on plans are diagrammatic only in size and function. Field measure framed openings on site and confirm all cabinet
layouts and details w/ Owner prior to fabrication.
Cabinet faces should be set back (recessed) 3" from face of framed wall. Confirm crown mould details, if any.
Walks, Drives and Patios
Provide control and expansion joints as required. All concrete walls and drives shall be per Owner.
Page 57 of 71
6'-0" building setback
N 89° 41' 46" E 129.60'
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exist. conc.
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and gutter
exist. conc. driveway
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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 58 of 71
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exist. conc.
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exist. conc.
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exist. conc. walk
T1
new conc.
driveway addition
new conc. sidewalk
38'-2"
90
°
17
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-
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"
10
'
-
6
"
11'-3 1/2"
9
0
°
90
°
41'-2 1/2"
90°
WA
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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 59 of 71
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
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2
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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 60 of 71
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
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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 61 of 71
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
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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 62 of 71
remove these areas
demo carport
WA
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A
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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 63 of 71
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
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O
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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 64 of 71
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.
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A
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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 65 of 71
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
"
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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 66 of 71
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
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L
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12
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7
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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 67 of 71
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 68 of 71
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 69 of 71
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 70 of 71
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 71 of 71