Item 5 - ZBA22-0014 - Staff ReportCase No.
ZBA22-0014
S T A F F R E P O R T September 23, 2022
CASE NO: ZBA22-0014 PROJECT: 410 S. White Chapel Blvd. Domestic Employee or Family Quarters EXECUTIVE SUMMARY: On behalf of Sunil Madan, Calais Custom Homes is requesting approval of a Special
Exception Use per Ord. No. 480, as amended, Section 44.12(1) for a Domestic Employee or Family Quarters on property described as Lot 3R, H. Granberry No. 581
Addition, Southlake, Tarrant County, Texas, and located at 410 S. White Chapel Blvd., Southlake, Texas. Current Zoning: “SF-1A” Single Family Residential District. REQUEST DETAILS: The applicant is requesting approval of a Special Exception Use per Ord. No. 480, as amended, Section 44.12(1) to allow a Domestic Employee or Family Quarters in an
approximately 460 square foot accessory building. ACTION NEEDED: 1) Conduct a public hearing 2) Consider approval of a Special Exception Use ATTACHMENTS: (A) Background Information (B) Vicinity Map (C) Application
(D) Supporting Information (E) Surrounding Property Owners Map and Responses STAFF CONTACT: Reagan Rothenberger (817) 748-8602 Dennis Killough (817) 748-8072
Department of Planning & Development Services
Case No. Attachment A ZBA22-0014 Page 1
BACKGROUND INFORMATION
OWNER: Sunil Madan
APPLICANT: Calais Custom Homes, LLC / Troy Dinger
PROPERTY SITUATION: 410 S. White Chapel Blvd.
LEGAL DESCRIPTION: Lot 3R, H. Granberry No. 581 Addition, Southlake, Tarrant County, Texas
LAND USE CATEGORY: Low Density Residential
CURRENT ZONING: "SF-1A" – Single Family Residential District
HISTORY: -The property was annexed in 1956.-The “SF-1A” Single Family Residential District zoning was placed on theproperty with the adoption of Ordinance No. 480 and the Official Zoning Mapon September 19, 1989.
-A Plat Showing was filed for the property on January 26, 1994.-A Plat Revision was filed for the property on January 23, 2008 to revisedrainage easement boundaries.
-A former home was recently demolished, and a new home is currently underconstruction on the site.
WATER & SEWER: The property is served by a 12” water line along S. White Chapel Blvd. and an 8” sewer line along the western boundary of the property. All utilities for the family quarters must be on the same meter as the principal dwelling.
STAFF COMMENTS: The findings necessary for the Board to approve a Special Exception Use Permit are below:
1)No special exception shall be granted unless the Board finds that the requested exception is specifically permitted by the zoning ordinance;
2)That the location of the proposed activities and improvements is clearly defined on the concept plan or plot plan, and
3)That the special exception is wholly compatible with the use and permitted development of adjacent properties either as filed or subject to such limitations and requirements as the board deems to
be necessary to protect adjacent properties.
The requirements for Special Exception Use Permit for servants or family quarters in Zoning Ord. 480, Section 44.12(1) are below:
a)Domestic employee or family quarters, which are not otherwisepermitted as an accessory use under Section 34.1 of this ordinance,are permitted in districts zoned AG, RE-5, RE-7, RCS, SF1-A, SF1-B,
SF-2, SF-30, and approved single family residential uses in the DTzone.b)Domestic employee or family quarters are only for residents employed
on the premises or family members of the owner of the premises and
Case No. Attachment A ZBA22-0014 Page 2
shall not be rented or otherwise used as a separate domicile. c) The quarters shall be accessory to and subordinate to the principal
single-family use and structure except that the gross inhabitable floor area shall not exceed one thousand (1,000) square feet in districts zoned SF-30 and shall not be counted toward the sum total of
accessory building area, but shall be counted toward the maximum permitted lot coverage. d) All utilities must be on the same meter as the principal dwelling.
e) A separate septic system from the principal dwelling is required if the quarters are housed other than in the principal dwelling and cannot be accommodated by the existing system.
Case No. Attachment B
ZBA22-0014 Page 1
VICINITY MAP
Case No. Attachment C
ZBA22-0014 Page 1
SEU APPLICATION
Case No. Attachment D
ZBA22-0014 Page 1
AERIAL PHOTO
STREET VIEW
Case No. Attachment D
ZBA22-0014 Page 2
SITE PLAN & ARCHITECTURAL RENDERINGS
1256 MAIN STREET
SOUTHLAKE, TEXAS 76092
SUITE 226
817.882.8882
WWW.FWARCHITECTS.COM
FORT WORTH, TEXAS 76116
2920 ALTA MERE DRIVE
A-3MADAN RESIDENCEISSUE DATE :
9/2/22
SHEET NUMBER
( SHEET 3 OF 19 )
REVISIONS
NO.DATE DESCRIPTION
410 S. WHITE CHAPEL BLVD.SOUTHLAKE, TEXAS, 76034TARRANT COUNTYc Copyright, F+W ARCHITECTS, LLC 2022by the builder or the person in authority of this project. Any discrepancy, error,These plans are intended to provide the basic construction information necessaryto substantially complete this structure. These plans must be verified and checkedand Local codes, ordinances, and restrictions take precedence over any part ofdesigner before any construction is commenced or purchases made. It is recommendedand / or omission, if found, is to be brought to the immediate attention of thethat the owner or builder obtain complete Engineering services; Foundation, Hvac, andStructural, before beginning construction of any kind. Note: All Federal, State,by any means without the expressed written consent of Flynn+Watson. All rights reservedFlynn+Watson Architects and are not to be used for construction, reused, traced, or reproducedthese plans which may conflict with same, and must be strictly obeyed and followedbefore and during construction. These plans, and their use are the property ofREFPOOL
37'-10" x 17'-9"
SPA
11'-2" x 9'-10"
R1
R1
R1
R1
R2
R2
R2
R2
40'-0"15'-0"65'-0"244'-2"106'-1"43'-8"22'-7"141'-31/2"22'-101/2"155'-6"25'-3"170'-9"106'-1"70'-0"9'-4"60'-0"66'-91/2"120'-0"
12'-6"
20'-3"27'-10"
4'-0"
15'-8"18'-8"3'-5"1'-4"26'-2"1'-4"19'-61/2"16'-0"
6'-0"
20'-0"
22'-101/2"
20'-0"40'-0"206'-11/2"207'-61/2"28'-41/2"37'-111/2"45'-1"38'-4"11'-11"5'-8"39'-5"80'-101/2"39'-5"31'-8"FFE. 640'
FFE. 639.67'
FFE. 637.67'
FFE. 637.67'
FFE. 635.67'
FFE. 638'
FFE. 639.67'
65'-0" DRAINAGE EASEMENT
40''-0"
BUILDING
SET BACK
LIMITS OF 100 YEAR
FLOOD PLAIN
( AQUA TERRA
CAB A SL. 12418 )
5'-0" RETAINING WALL
6'-0" RETAINING WALL
METAL GUARD RAIL
PER LANSCAPE CONTRACT
METAL GUARD RAIL
PER LANSCAPE CONTRACT
MECHANICAL
EQUIPMENT
MECHANICAL
EQUIPMENT
FIRE PIT
FINAL LOCATION TO BE
VERIFIED WITH BUILDER
AND HOMEOWNER
MECHANICAL
EQUIPMENT
METAL GUARD RAIL
PER LANSCAPE CONTRACT
DOWN
DOWN
DOWNDOWNDOWN
10'-0" EASEMENT
15'-0" SET BACK
3º W. I. GATE
3º W. I. GATE
WROUGHT IRON
AUTO GATE
5'-0" HIGH
WALL W/ STUCCO
FINISH
WROUGHT IRON
AUTO GATE
5'-0" HIGH
WALL W/ STUCCO
FINISH
NOTE: REFER TO CIVIL GRADING PLANS FOR
PROPOSED GRADING AND DRAINAGE INFORMATION.
NOTE: REFER TO LANDSCAPE ARCHITECT'S
PLANS FOR PROPOSED LANDSCAPE WALLS &
PAVING INFORMATION. LANDSCAPE
ARCHITECT TO PROVIDE TREE SURVEY
INFORMATION
SWENLOT 3R,
H. GRANBERRY NO. 581 ADDITION
CITY OF SOUTHLAKE, TEXAS
ZONING
LEGAL DESCRIPTION
410 S WHITE CHAPEL BLVD.
SF 1AN 89º 16' 23" W 483.00'N 88º 43' 18" E 557.83'N 00º 24' 35" E 208.99'
S 19º 48' 375" W 157.72'
R= 573.00'A= 58.89'
Ç WHITE CHAPEL BLVD.
650
651
649
647
648
646
645
644
643
642
640
641
639
638
637
636
635
634
633
632
631
630
629
628
627
626
625624623
624
625
626
627
PUTTING GREEN
LOWER PATIO
AREA
TENNIS COURT
POOL
EQUIP.
EXISTING TREE TO
REMAIN
EXISTING TREE TO
BE REMOVED
NOTE:
TOPO PROVIDED BY GATEWAY ENGINEERING
SURVEY PROJECT # 16-051
2 CAR GARGAGE
PORT COCHERE
ENTRY PORCH
PROPOSED 2
STORY RESIDENCE
OUTDOOR LIVING
BY OTHERS
COVERED
PATIO COVERED
PATIO
POOL DECK
GUEST HOUSE
MECHANICAL
EQUIPMENT
CONCRETE DRIVE
CONCRETE DRIVE
& PARKING
CONCRETE DRIVE
LANDSCAPE
PLANTER
CONCRETE DRIVE
& MOTOR COURT
CONCRETE PARKING
CONCRETE PARKING
SURFACE FLOW
BUILDING SETBACK BUILDING SETBACKBULDING SETBACKBUILDING SIDE YARD
GENERAL SITE PLAN NOTES
1.0 BUILDER TO RESCULPTURE TOPO/FINISH GRADE TO PROVIDE
PROPER DRAINAGE OF SURFACE WATER AWAY FROM BUILDING
AS REQ'D.
2.0 FINAL LOCATION OF PROPOSED RESIDENCE TO BE DETERMINED
BY BUILDER.
3.0 EXPOSED FOUNDATION TO BE MINIMUM OF 0" AND A MAXIMUM OF
24" ABOVE FINISHED GRADE OR PER SUBDIVISION
REQUIREMENTS. UNDERPIN ALL EXPOSED FOUNDATIONS.
4.0 THERE ARE NO STORM SEWER INLETS WITHIN THE LOT FRONTAGE
OR 101-0" BEYOND NE SIDE PROPERTY LINES.
5.0 UTILITY LINE LOCATIONS ARE APPROXIMATES- GENERAL
CONTRACTOR TO FIELD VERIFY FOR EXACT LOCATIONS.
6.0 VERIFY METER AND UTILITY SERVICE LOCATIONS PRIOR TO
INSTALLATION.
7.0 EROSION CONTROL BARRIERS TO BE INSTALLED PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
8.0 STABILIZED TEMPORARY CONSTRUCTION DRIvELUAY TO BE
IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION.
9.0 CONFIRM ALL DRIVEWAY, WALKWAY AND PVC LAYOUTS/
LOCATIONS PRIOR TO COMMENCING WORK.
10.0 PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON
CONCRETE DRIVES, WALKS AND PATIOS.
11.0 ALL EXTERIOR HvAC EQUIPMENT TO BE SCREENED PER CITY
REQUIREMENTS, DEED RESTRICTIONS OF SUBDIVISION OR
NEIGH5ORHOOD ASSOCIATION.
12.0 GARBAGE RECEPTACLES TO BE STORED IN GARAGE OR
SCREENED FROM VIEW AND ANIMAL ACCESS.
13.0 LOCATION OF MAILBOX AND EXTERIOR DRIvELUAY LI6HT(5) TO
BE VERIFIED PRIOR TO INSTALLATION.
14.0 ALL CONSTRUCTION MATERIALS AND WASTE TO BE STORED ON
SITE DURING CONSTRUCTION.
15.0 LANDSCAPE PLANS TO BE PROVIDED BY OTHERS AND PERMIT
FOR SAME TO BE OBTAINED SEPARATELY FROM NESE PLANS.
16.0 NO EXISTING TREES TO BE REMOVED OR DISTURBED WITHOUT
OWNER APPROVAL.
17.0 ALL STUMPS AND ROOTS SHALL BE REMOVED FROM NE SOIL TO
A DEPTH OF 12" BELOW NE SURFACE OF NE GROUND IN NE AREA
OF NE BUILDING.
18.0 CONTRACTOR SHALL CLEAN UP AREAS AFFECTED BY DAILY
WORK AND REMOVE DEBRIS AND MATERIALS FROM NE SITE
UPON COMPLETION OF NE WORK.
GENERAL PROJECT NOTES
1.0 THESE CONSTRUCTION DOCUMENTS ARE INTENDED TO MEET ALL
APPLICABLE CODES AND ORDINANCES. CONTRACTOR TO
COMPLY WITH ALL LOCAL CODES, ORDINANCES AND DEED
RESTRICTIONS. CONTRACTOR SHALL ALSO REQUIRE ALL
SUBCONTRACTORS TO COMPLY WITH THESE REGULATIONS.
2.0 ANY DISCREPANCIES IN CONSTRUCTION DOCUMENTS OR
NONCOMPLIANCE TO BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT PRIOR TO ANY WORK BEING PERFORMED OR
MATERIALS BEING ORDERED.
3.0 BUILDER ACCEPTS FULL RESPONSIBILITY FOR CHECKING
PLANS TO ASSURE CONFORMITY TO CURRENT LOCAL BUILDING
CODES. SHOULD ANY CHANGES BE MADE TO THESE PLANS BY
BUILDER OR H15 REPRESENTATIVES WIT(-LOUT CONTACTING THE
ARCHITECT, THE BUILDER WILL ACCEPT FULL LIABILITY FOR
AMENDED PLANS.
4.0 ARCHITECTS ARE GOVERNED BY THE TEXAS BOARD OF
ARCHITECTURAL EXAMINERS, (512)45S-1363.
5.0 WHILE TI-IESE DRAWINGS ARE INTENDED TO SHOW SAME, THE
ARCHITECT IS NOT RESPONSIBLE FOR GOVERNING AUTHORITY
INTERPRETATIONS WHERE THOSE INTERPRETATIONS CONFLICT
WITH THESE DRAWINGS 4/OR SPECS.
6.0 PORTIONS OF THI5 WORK MAY NOT HAVE SEEN DRAWN BY A
REGISTERED ARCHITECT.
7.0 THESE DRAWINGS/SPECS ARE INSTRUMENTS OF SERVICE AND
SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE
PROJECT IS EXECUTED OR NOT. THESE DRAWINGS SHALL NOT BE
USED BY THE CLIENT FOR OTHER PROJECTS, FOR ADDITIONS TO
THIS PROJECT, OR FOR COMPLETION OF TI-115 PROJECT BY
OTHERS WITHOUT PERMISSION OF THIS ARCHITECT.
8.0 THESE DOCUMENTS DO NOT SHOW TYPICAL DETAILING 4/OR
WATERPROOFING.
9.0 THESE DOCUMENTS DO NOT SPECIFY ACTUAL PRODUCTS OR
MATERIAL SELECTIONS. CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR APPROPRIATE AND PROPER DETAILING
FOR AND BETWEEN ALL ACTUAL PRODUCTS/MATERIALS
SELECTED WHEN INSTALLED.
10.0 ALL COMPONENTS, MATERIALS, ASSEMBLIES AND FINISHES TO BE
CONSTRUCTED AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS, CODE REQUIREMENTS AND REGULATED
BUILDING PRACTICES.
11.0 ARCHITECT IS NOT RESPONSIBLE FOR MEANS AND METHODS OF
CONSTRUCTION WHICH ARE NOT DETAILED IN TI-IESE
CONSTRUCTION DOCUMENTS. CONTRACTOR WILL BE
RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING
BUT NOT LIMITED TO ALL WATER AND DAMP PROOFING, LOAD
CONNECTIONS AND MECHANIC, ELECTRICAL AND PLUMBING
SYSTEMS.
12.0 ALL MATERIALS AND LABOR TO BE GUARANTEED FOR ONE
YEAR FROM THE DATE OF FINAL PAYMENT, IN ADDITION TO ALL
WARRANTIES TI-IAT ARE STANDARD TO THE INDUSTRY.
CONTRACTOR TO PROVIDE (SUPPLY AND INSTALL) ALL
EQUIPMENT, LABOR SERVICES, AND MATERIALS REQUIRED FOR
THE COMPLETE APPROVED INSTALLATION OF THE SYSTEMS
CALLED FOR.
13.0 THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS
FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS
RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL
SAFETY PRECAUTIONS AND PROGRAMS NECESSARY FOR
COMPLETION OF WORK
14.0 ALL DIMENSIONS TO BE VERIFIED IN THE FIELD. REPORT ANY AND
ALL DISCREPANCIES, ERRORS OR OMISSIONS TO THE ARCHITECT
PRIOR TO COMMENCING WORK AND/OR ORDERING MATERIALS.
MINOR DEVIATIONS, SUBJECT TO CONSTRUCTION REQUIREMENTS
AND FIELD CONDITIONS, CAN BE EXPECTED.
15.0 UNDER NO CIRCUMSTANCES SHALL ANY DIMENSION BE SCALED
FROM THESE DRAWINGS. ANY CRUCIAL DIMENSION NOT GIVEN
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
16.0 ALL DIMENSIONS SHOWN ON PLAN ARE TO THE STRUCTURAL
FACE OF WALL AND DO NOT INCLUDE WALL FINISHES OR FURRING.
17.0 THE CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED
INSPECTORS, SUPERINTENDENTS OR PERSONS IN CHARGE OF
UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCING
WORK.
18.0 THE CONTRACTOR 15 TO FILE FOR, AND SECURE ALL
APPROVALS, PERMITS, TESTS, INSPECTIONS AND CERTIFICATES
OF COMPLIANCE AS REQUIRED. THE CONTRACTOR IS
RESPONSIBLE FOR ASSURING THAT ALL PERMITS NECESSARY TO
LEGALLY PERFORM THE WORK HAVE SEEN OBTAINED PRIOR TO
COMMENCING CONSTRUCTION.
19.0 VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
CONSTRUCTION START.
20.0 IN CASE OF DISCREPANCIES OR CONFLICTS ON THE DRAWINGS
AND SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE
EXISTING CONDITIONS, CONTACT THE ARCHITECT OR OWNER
BEFORE PROCEEDING WITH THE WORK.
21.0 CONTRACTOR SHALL CLEAN UP CONSTRUCTION AREAS
AFFECTED BY DAILY WORK AND MAINTAIN A CLEAN AND
ORDERLY WORK AREA AT ALL TIMES. REMOVE MATERIALS TO
APPROVED DUMP SITES ONLY.
THE CITY OF SOUTHLAKE HAS ADOPTED THE CODE EDITIONS BELOW :
THE 2018 INTERNATIONAL BUILDING CODE & AMENDMENTS
THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE& AMENDMENTS
THE 2018 INTERNATIONAL FUEL GAS CODE & AMENDMENTS
THE 2018 INTERNATIONAL MECHANICAL CODE & AMENDMENTS
THE 2018 INTERNATIONAL RESIDENTIAL CODE & AMENDMENTS
THE 2018 INTERNATIONAL PLUMBING CODE & AMENDMENTS
THE 2018 INTERNATIONAL FIRE CODE & AMENDMENTS
THE 2020 NATIONAL ELECTRIC CODE WITH REGIONAL AMENDMENTS.
CITY CODE REQUIREMENTS
IMPERVIOUS AREAS
DRIVEWAY AREA
HARD SURFACE AREA
LIVING AREA GUEST
HOUSE
LIVING AREA MAIN A/C
MASTER PATIO AREA
OUTDOOR LIVING AREA
PATIO AREA 2
9,661.05
2,506.13
486.11
6,994.13
205.11
1,220.24
198.68
21,271.45 ft²
LOT COVERAGE
LOT AREA 107,206.44
SCALE: 1" = 20'
1 SITE PLAN
A-3
IMPERVIOUS COVERAGE PERCENTAGE = 19.8%
TOTAL
BUILDING COVERAGE
PERCENTAGE = 6.5%
R-2 9-1-22 244' HOUSE SET BACK
R-1 8-30-22 SET BACKS ADDED
1256 MAIN STREET
SOUTHLAKE, TEXAS 76092
SUITE 226
817.882.8882
WWW.FWARCHITECTS.COM
FORT WORTH, TEXAS 76116
2920 ALTA MERE DRIVE
A-19MADAN RESIDENCEISSUE DATE :
5/19/22
SHEET NUMBER
( SHEET 19 OF 19 )
REVISIONS
NO.DATE DESCRIPTION
410 S. WHITE CHAPEL BLVD.SOUTHLAKE, TEXAS, 76034TARRANT COUNTYc Copyright, F+W ARCHITECTS, LLC 2022by the builder or the person in authority of this project. Any discrepancy, error,These plans are intended to provide the basic construction information necessaryto substantially complete this structure. These plans must be verified and checkedand Local codes, ordinances, and restrictions take precedence over any part ofdesigner before any construction is commenced or purchases made. It is recommendedand / or omission, if found, is to be brought to the immediate attention of thethat the owner or builder obtain complete Engineering services; Foundation, Hvac, andStructural, before beginning construction of any kind. Note: All Federal, State,by any means without the expressed written consent of Flynn+Watson. All rights reservedFlynn+Watson Architects and are not to be used for construction, reused, traced, or reproducedthese plans which may conflict with same, and must be strictly obeyed and followedbefore and during construction. These plans, and their use are the property ofREFWG16'-0" x 10'-0"Sill 0"WG45'-0" x 7'-0"Sill 1'-0"1193'-0"x8'-0"WG3
2'-0" x 6'-0"
Sill 2'-0"WG24'-0" x 4'-0"Sill 4'-0"2'-8"x8'-0"2'-4"x8'-0"2'-6"x8'-0"
2'-8"x8'-0"
GUEST BATH
GUEST LIVING
GUEST BEDROOM
GUEST KITCHEN
20'-3"
11'-7"2'-7"6'-1"22'-7"11'-6"11'-01/2"4'-61/2"4'-7"7'-81/2"5'-9"14'-6"4'-0"4'-01/2"5'-11/2"17'-51/2"5'-11/2"6'-5"3'-31/2"7'-9"FURR DOWN
WC
LAV
1 :12 SLOPED CEILING
FROM 10' TO 11'-5"LINE OF ROOF OVERHANGLINE OF ROOF OVERHANGLINE OF ROOF OVERHANG
W/DR/S9' CEILING
36"x60"
SHOWER
LINE OF ROOF OVERHANG
1 :12 SLOPED CEILING
FROM 10' TO 11'-5"
SINK
FLR CARPET
FLR: TILE
FLR: TILE
FLR: TILE22'-7"81/2"6'-21/2"20'-3"3'-0"8'-01/2"5'-2"51/2"
3
A-8
3
A-8
RECESS SLAB
4" CONTRACTOR
TO VERIFY
WC
LAV4"
2'-4"2'-4"2'-4"6'-0"10'-0" PL. HT. @ GUEST HOUSE FLOOR11'-8" PL. HT. @ GUEST HOUSE FLOORMETAL ROOF ING
1 :12
PITCH
±0"
1 MAIN FLOOR
±0"
1 MAIN FLOOR
+12'
2 MAIN PLATE
+12'
2 MAIN PLATE
+13'-6"
3 UPPER FLOOR
+13'-6"
3 UPPER FLOOR
2'-0"3'-6"4'-6"8"10'-0"11'-8"METAL RAIL
STUCCO EXTERIOR
ON FRAMING
STUCCO FASCIA
& SOFFIT
WINDOW BOX
2x8 TUBE STL.
LOUVERS WG2
DRIP EDGE
±0"
1 MAIN FLOOR
±0"
1 MAIN FLOOR
+12'
2 MAIN PLATE
+12'
2 MAIN PLATE
+13'-6"
3 UPPER FLOOR
+13'-6"
3 UPPER FLOOR
10'-0"10'-0"11'-8" TOP PLATE3'-41/2"METAL RAIL
STUCCO FASCIA
& SOFFIT
WG4 119 WG1
STUCCO FASCIA
& SOFFIT
STUCCO EXTERIOR
ON FRAMING
2x8 TUBE STL.
LOUVERS
STUCCO ON CMU
STUCCO
SOFFITREFGUEST BATH
GUEST LIVING
GUEST BEDROOM
GUEST KITCHEN CTW/DR/SWPS
CTGFICT
S
S
SS SSS
PANEL
SSTWP
WPCA7
220v
220v
WP
CTCA7±0"
1 MAIN FLOOR
±0"
1 MAIN FLOOR
+12'
2 MAIN PLATE
+12'
2 MAIN PLATE
+13'-6"
3 UPPER FLOOR
+13'-6"
3 UPPER FLOOR
METAL RAIL
STUCCO ON CMU
STUCCO EXTERIOR
ON FRAMING
STUCCO FASCIA
& SOFFIT
WG2
2x8 TUBE STL.
LOUVERS
±0"
1 MAIN FLOOR
+12'
2 MAIN PLATE
+13'-6"
3 UPPER FLOOR
10'-0" TOP PLATE3'-6"5'-2"1'-4"STUCCO EXTERIOR
ON FRAMING
METAL ROOFING
WG2
STUCCO ON CMU
STUCCO FASCIA
& SOFFIT
SCALE: 3/16" = 1'-0"
1 GUEST HOUSE FLOOR PLAN
A-19
SCALE: 3/16" = 1'-0"
2 GUEST HOUSE FORMSET
A-19
SCALE: 3/16" = 1'-0"
3 GUEST HOUSE ROOF PLAN
A-19
SCALE: 3/16" = 1'-0"
6 RIGHT SIDE GUEST HOUSE ELEVATION
A-19
SCALE: 3/16" = 1'-0"
5 GUEST HOUSE FRONT ELEVATION
A-19
SCALE: 3/16" = 1'-0"
4 GUEST HOUSE ELECTRICAL PLAN
A-19
SCALE: 3/16" = 1'-0"
7 LEFT SIDE GUEST HOUSE ELEVATION
A-19
SCALE: 3/16" = 1'-0"
8 REAR GUEST HOUSE ELEVATION
A-19
1256 MAIN STREET
SOUTHLAKE, TEXAS 76092
SUITE 226
817.882.8882
WWW.FWARCHITECTS.COM
FORT WORTH, TEXAS 76116
2920 ALTA MERE DRIVE
A-2MADAN RESIDENCEISSUE DATE :
5/19/22
SHEET NUMBER
( SHEET 2 OF 19 )
REVISIONS
NO.DATE DESCRIPTION
410 S. WHITE CHAPEL BLVD.SOUTHLAKE, TEXAS, 76034TARRANT COUNTYc Copyright, F+W ARCHITECTS, LLC 2022by the builder or the person in authority of this project. Any discrepancy, error,These plans are intended to provide the basic construction information necessaryto substantially complete this structure. These plans must be verified and checkedand Local codes, ordinances, and restrictions take precedence over any part ofdesigner before any construction is commenced or purchases made. It is recommendedand / or omission, if found, is to be brought to the immediate attention of thethat the owner or builder obtain complete Engineering services; Foundation, Hvac, andStructural, before beginning construction of any kind. Note: All Federal, State,by any means without the expressed written consent of Flynn+Watson. All rights reservedFlynn+Watson Architects and are not to be used for construction, reused, traced, or reproducedthese plans which may conflict with same, and must be strictly obeyed and followedbefore and during construction. These plans, and their use are the property ofARTISTIC IMAGE RENDERINGS NOT TO BE USED
FOR CONSTRUCTION PURPOSES. SEE CONSTRUCTION
DRAWINGS FOR FINAL BUILDING DESIGN INFORMATION
FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION
RIGHT FRONT ELEVATION RIGHT ELEVATION REAR ELEVATION
LEFT REAR ELEVATION LEFT ELEVATION REAR YARD /GUEST ELEVATION
REAR YARD REAR YARD STREET VIEW
Case No. Attachment E
ZBA22-0014 Page 1
SURROUNDING PROPERTY OWNERS
Responses: F: In Favor O: Opposed To U: Undecided NR: No Response 27
Surrounding Property Owner Responses
SPO # Owner Zoning Physical Address Acreage Response
1 JOHNSON, MATTHEW SF20A 308 SIR GEORGES CT 0.11 NR
2 HARTMAN, RYAN SF20A 213 EDINBURGH CT 0.09 NR
3 GUZMAN, LAURA SF20A 309 SIR GEORGES CT 0.14 NR
4 REED, JOHANNA SF20A 308 SIR JOHNS CT 0.12 NR
5 LARSEN, ALICIA SF20A 309 SIR JOHNS CT 0.04 NR
6 WOOD, PAUL SF1-A 400 S WHITE CHAPEL BLVD 2.42 NR
7 PALTSEV, MAX SF20A 217 EDINBURGH CT 0.39 NR
8 FREEHLING, HENRY R SF1-A 381 S WHITE CHAPEL BLVD 0.44 NR
9 SEARS, LONNIE SF20A 221 EDINBURGH CT 0.46 NR
10 WILLIAMS, JASON SF20A 301 EDINBURGH CT 0.46 NR
11 KANUKOLANU, UDAI SF1-A 475 S WHITE CHAPEL BLVD 0.90 NR
Case No. Attachment E
ZBA22-0014 Page 2
12
STRATFORD GARDENS HOA
INC SF20A 305 EDINBURGH CT 0.54 NR
13 MKRE PROPERTIES LLC SF1-A 440 S WHITE CHAPEL BLVD 2.00 NR
14
THREE CABALLEROS LIVING
TRUST SF20A 309 EDINBURGH CT 0.40 NR
15 TYAGI, PRANAV SF20A 313 EDINBURGH CT 0.06 NR
16 STEPHENS, LESTER SF1-A 500 S WHITE CHAPEL BLVD 0.10 NR
17 HENRY, SHAWN SF1-A 533 S WHITE CHAPEL BLVD 0.00 NR
18 ALIASIM, MUHAMMAD SF20A 304 SIR GEORGES CT 0.49 NR
19
STEVE AND ARACELI
WILSON REVOC SF20A 304 SIR JOHNS CT 0.46 NR
20 ROBERTS, EMILY SF20A 305 SIR GEORGES CT 0.48 NR
21 HUHEM, VICTOR SF1-A 361 S WHITE CHAPEL BLVD 0.83 NR
22 STRANGE, MATTHEW SF20A 209 EDINBURGH CT 0.53 NR
23 FAMBRO, KENNETH W SF20A 317 EDINBURGH CT 0.60 NR
24
STRATFORD GARDENS HOA
INC SF20A 300 EDINBURGH CT 1.01 NR
25
STRATFORT GARDENS HOA
INC SF20A 200 EDINBURGH CT 1.01 NR
26
SUPERINTENDENT OF
CARROLL ISD NR
1000 MADAN FAMILY TRUST SF1-A 410 S WHITE CHAPEL BLVD 2.49 U
Notices Sent: Twenty-Seven (27) Responses Received: None (0)