ZA25-0044-SP-Kirkwood Professional Office (1420 W Kirkwood Blvd)
PUBLIC HEARING NOTICE
ZA25-0044
• Site Plan for the Kirkwood Professional Office Building, on property described at Lot
2, Block 1, Kirkwood East Addition, and located at 1420 W. Kirkwood Blvd.
• Current Zoning: “NR-PUD” Non-Residential Planned Unit Development
• The purpose of this request is to seek approval of a Site Plan for a new 4,922 square-
foot office building in accordance with the previously approved development plan for
Kirkwood East.
Dear Property Owner,
Your property has been identified as being within 300 feet of the above referenced Site Plan
application.
If you wish to register your opposition or support to this case, you may complete the attached
Notification Response Form and either mail to the Planning & Development Services Department
(address listed at the top of notice) or email (e-mail listed at the bottom of the notice).
You are encouraged to follow the requested action through final approval because changes
are often made during the review process.
Please contact the Planning and Development Services Department if you have any questions:
Please contact the Planning Department at (817)748-8621 or mburnett@ci.southlake.tx.us if you have any
questions. Thank you.
CITY OF SOUTHLAKE
PLANNING & DEVELOPMENT SERVICES
1400 Main St.; Suite 310
Southlake, TX 76092
Phone: (817)748-8621
www.cityofsouthlake.com Planning and Zoning Commission
Thursday, September 4, 2025
6:30 PM
Town Hall Council Chambers
1400 Main Street
Southlake, Texas
Notification Response Form
ZA25-0044:
Site Plan for Kirkwood Professional Office
Building
Meeting Date: September 4, 2025
Fill out:
Owner: _____________________________
Address: ____________________________
City, State, Zip Code: __________________
PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY
BEFORE THE START OF THE SCHEDULED PUBLIC HEARING.
Being the owner(s) of the property so noted above, are hereby
in favor of opposed to undecided about
(circle or underline one)
the proposed Zoning Change and Site Plan referenced above.
Space for comments regarding your position:
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
Signature: _______________________________________ Date: ______
Additional Signature: _______________________________ Date: ______
Printed Name(s): _____________________________________________
Must be property owner(s). Otherwise contact the Planning Department. One form per property.
Phone Number (optional): ______________________________________
Direct questions and mail responses to:
City of Southlake
Planning & Development Services
Notification Response
1400 Main St; Ste 310
Southlake, TX 76092
Phone: (817) 748-8621
KIRKWO
O
D
BLVD WHITE CHAPEL BLVDSABRE D
RKIRKWOOD
BLVDKIRKWOOD
BLVD
6 8
3
2
5
1
7
4
1000
3112 3112
3140 3200
3140
1400
1420
1440
14601480
1500
1350
3206
SPO Map ZA25-0044
®
0 150 30075 Feet
1420 W Kirkwood Blvd
Legend
Address Points
City Parcels
Right Of Way
City Limit
Case Parcel(s)
dissolvedParcel
200 Foot Buffer
300 Foot Buffer
bufferCut
Parcels Within Buffer
rowClip
VICINITY MAP LOCATION MAP
CONTACTS SHEET INDEXSYMBOL LEGENDGENERAL NOTES
CONSTRUCTION DOCUMENTS FOR:
1420 KIRKWOOD BLVD.
SOUTHLAKE, TEXAS 76092
PROF. OFFICE BUILDING
BUILDING CODE ANALYSIS
SCOPE
CVRPRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comSITE LOCATION SITE LOCATION
ZA25-0044
LS1PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comN
ZA25-0044
W K
IRKWOOD
BOULEVARD
SABRE
D
R
I
V
E
N 1 ARCHITECTURAL SITE PLAN
A0.1PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.com3 H.C SIGN DETAIL2PRECAST PARKING BUMBER 4 ADA PARKING DETAIL
N
ZA25-0044
A1.0PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comN 2 WALL PARTITION TYPES
ZA25-0044
A1.1PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
N
A1.2PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
XXXX XXXX
XXXX
1 EAST ELEVATION
A2.0PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.com2 SOUTH ELEVATION
ZA25-0044
1 NORTH ELEVATION
A2.1PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.com2 WEST ELEVATION
ZA25-0044
A3.0PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
A3.1PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
A3.2PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
A3.3PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
A3.4PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
A3.5PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
XXXXXXXXA4.0PRO. OFFICE BUILDING
1420 KIRKWOOD BLVD.
SOUTHLAKE, TEXAS 76092 7608 Benbrook Parkway
Benbrook, Texas 76126
(817)737-9922
www.Franzarchitects.comZA25-0044
A4.1PRO. OFFICE BUILDING
1420 KIRKWOOD BLVD.
SOUTHLAKE, TEXAS 76092 7608 Benbrook Parkway
Benbrook, Texas 76126
(817)737-9922
www.Franzarchitects.comZA25-0044
TAS-1
2012 TEXAS ACCESSIBILITY Standards
CHAPTER 3: BUILDING BLOCKS
CHAPTER 4: ACCESSIBLE ROUTES
PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
TAS-2
CHAPTER 6: PLUMBING ELEMENTS & FACILITIES
CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS
CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES
2012 TEXAS ACCESSIBILITY Standards
PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
TAS-3
CHAPTER 8: SPECIAL ROOMS, SPACES AND ELEMENTS
CHAPTER 9: BUILT-IN ELEMENTS
CHAPTER 10: RECREATIONAL FACILITIES
2012 TEXAS ACCESSIBILITY Standards
PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760927608 Benbrook ParkwayBenbrook, Texas 76126(817)737-9922www.Franzarchitects.comZA25-0044
INITALDATEREVISIONDESIGNDRAWNCHECKSHEETPRO. OFFICE BUILDING1420 KIRKWOOD BLVD.RLNRLNRLN4-25-20254-25-20254-25-2025DESNECIL
NOISS
E
FORP REENIGNELA SA
X
ETFOETATS
90239
ROBERT L. NICHOLAS
DON ILLINGWORTH AND ASSOC., INC.CONSULTING STRUCTURAL ENGINEERSDI JOB NO 25088P.O. BOX 201640ARLINGTON, TX 76006PH (817) 649-1544FIRM #4308SOUTHLAKE, TEXASPERMIT SETS1.0
FRAMING SCHEDULE:
ROOF FRAMING at HIGH ROOF
2x6 RAFTERS at 24" o.c.(Unless Noted Otherwise)
RAFTERS SHALL BE ATTACHED TO WALL TOP PLATE w/ SIMPSON
STRONG-TIE HURRICANE CLIPS OR TIES
INITALDATEREVISIONDESIGNDRAWNCHECKSHEETPRO. OFFICE BUILDING1420 KIRKWOOD BLVD.RLNRLNRLN4-25-20254-25-20254-25-2025DESNECIL
NOISS
E
FORP REENIGNELA SA
X
ETFOETATS
90239
ROBERT L. NICHOLAS
DON ILLINGWORTH AND ASSOC., INC.CONSULTING STRUCTURAL ENGINEERSDI JOB NO 25088P.O. BOX 201640ARLINGTON, TX 76006PH (817) 649-1544FIRM #4308PLOT SCALE 0.75 FOR 3/16" SCALE
SOUTHLAKE, TEXASPERMIT SET13'-4"5 11/16"
72'-7"5'-11"
3'-0"21'-5"25'-0"20'-2"3'-0"
12'-0"12'-3 1/2"12'-3 1/2"12'-0"70'-6"3'-0"20'-3"24'-0"20'-3"3'-0"12'-10 1/2"8'-6"8'-6"12'-10 1/2"72'-7"5'-11"
78'-6"
3'-0"21'-5"25'-0"20'-2"3'-0"70'-6"3'-0"15'-5"33'-8"15'-5"3'-0"26'-9 1/4"23'-5 3/8"28'-9 3/8"
6"
6'-5"
6"6"
1'-0"
1'-0"
6"6"6"6"6"6"6"6"6"11'-0"12"12'-10 1/2"12"11'-0"12"
6"6'-5"12'-10 1/2"12"S2.0
PIER LAYOUT PLAN SCALE: 3/16"=1'-0"
P
S3.0
P
S3.0
P
S3.0
P
S3.0
P
S3.0
N
E
S
W
PLANTrue North6"16'-4"16'-4"6"
INITALDATEREVISIONDESIGNDRAWNCHECKSHEETPRO. OFFICE BUILDING1420 KIRKWOOD BLVD.RLNRLNRLN4-25-20254-25-20254-25-2025DESNECIL
NOISS
E
FORP REENIGNELA SA
X
ETFOETATS
90239
ROBERT L. NICHOLAS
DON ILLINGWORTH AND ASSOC., INC.CONSULTING STRUCTURAL ENGINEERSDI JOB NO 25088P.O. BOX 201640ARLINGTON, TX 76006PH (817) 649-1544FIRM #4308PLOT SCALE 0.75 FOR 3/16" SCALE
SOUTHLAKE, TEXASPERMIT SET13'-4"5 11/16"13'-4"5 11/16"
72'-7"5'-11"
3'-0"21'-5"25'-0"20'-2"3'-0"
12'-0"12'-3 1/2"12'-3 1/2"12'-0"12'-0"12'-0"70'-6"3'-0"20'-3"24'-0"20'-3"3'-0"13'-10 1/2"12'-10 1/2"8'-6"8'-6"12'-10 1/2"13'-10 1/2"72'-7"5'-11"
78'-6"
3'-0"21'-5"25'-0"20'-2"3'-0"70'-6"3'-0"15'-5"33'-8"15'-5"3'-0"16'-10"16'-10"26'-9 1/4"23'-5 3/8"28'-9 3/8"
SL. 1/8"/FTSL. 1/8"/FT SL. 1/8"/FTSL. 1/8"/FT6"
6'-5"
6"6"
1'-0"
1'-0"
6"6"6"6"6"6"6"6"6"FOUNDATION PLAN SCALE: 1/4"=1'-0"
SL. 1/8"/FT
SL. 1/8"/FT
SL. 1/8"/FTSL. 1/8"/FTBEAM DEPTH D = 2'-6"
BEAM WIDTH W = 10"
SLAB THICKNESS S = 4"
NOTES:
COORDINATE DIMENSIONS, DROPS AND SLOPES W/ ARCH.
BEAM TENDON
SLAB TENDON
FINISH FLOOR ELEV. = 0'-0"
- 5 1/2"
- 3 1/2"
A
S3.0
B
S3.0
B
S3.0
B
S3.0
A
S3.0
A
S3.0
C
S3.0
B
S3.0
S2.1
2 -#4 2'-0"x2'-0" 'L'
BARS TOP AT ALL
EXTERIOR BEAM
CORNERS (TYPICAL)
3- #3 x5'-0 BARS AT 45
DEG AT MID SLAB DEPTH
AT ALL LARGE INVERT.
EXT. CORNERS (TYPICAL)
EXTEND TOP BEAM BARS
3'-0" PAST BEAM INTO
SLAB AT ALL DISCONT.
INVERTED CORNERS
(TYPICAL)
2 -#4 2'-0"x2'-0" 'L'
BARS TOP AT ALL
DEAD END BEAMS
(TYPICAL)
2 -#4 2'-0"x2'-0" 'L'
BARS TOP AT ALL
DEAD END BEAMS
(TYPICAL)
2 -#4 2'-0"x2'-0" 'L'
BARS TOP AT ALL
EXTERIOR BEAM
CORNERS (TYPICAL)
3- #3 x5'-0 BARS AT 45
DEG AT MID SLAB DEPTH
AT ALL LARGE INVERT.
EXT. CORNERS (TYPICAL)
FINISH FLOOR ELEV. = 0'-0"
J
S3.0
K
S3.0
L
S3.0
L
S3.0
J
S3.0
K
S3.0
J
S3.0
K
S3.0
J
S3.0
K
S3.0HSS 5x5x1/4HSS 5x5x1/4N
E
S
W
PLANTrue North1
A
INITALDATEREVISIONDESIGNDRAWNCHECKSHEETPRO. OFFICE BUILDING1420 KIRKWOOD BLVD.RLNRLNRLN4-25-20254-25-20254-25-2025DESNECIL
NOISS
E
FORP REENIGNELA SA
X
ETFOETATS
90239
ROBERT L. NICHOLAS
DON ILLINGWORTH AND ASSOC., INC.CONSULTING STRUCTURAL ENGINEERSDI JOB NO 25088P.O. BOX 201640ARLINGTON, TX 76006PH (817) 649-1544FIRM #4308PLOT SCALE 0.75 FOR 3/16" SCALE
SOUTHLAKE, TEXASPERMIT SETS2.2at 24" o.c.CEILING / SHEAR WALL PLANSCALE: 1/4"=1'-0"14" 4x2 TRUSSESSLOPE 1/8"/FT
SLOPE 1/8"/FT
SLOPE 1/8"/FTSLOPE 1/8"/FTFINISH FLOOR ELEV. = 0'-0"
- 5 1/2"
- 3 1/2"
A
S3.0
B
S3.0
B
S3.0
B
S3.0
A
S3.0
A
S3.0
C
S3.0
B
S3.0
SHEAR WALL PLAN SCALE: 1/4"=1'-0"
SHEAR WALL SHEATHING
7/16" or 1/2" OSB/PLYWOOD
1/2" or 5/8" GYPSUM BOARD
PROVIDE CONTINUOUS
CRIPLES AND BLOCING
FOR PINT LOADS TO
SHALL BE 2x6 at 16"
1 FLOOR + ROOFWALLS SUPPORTING
LOAD BEARING
FOUNDATION
PANEL LAYOUT DIAGRAM
CASE 1- SHEATHING LAYOUT
CASE 2 - ACCEPTABLE
CONTINUOUS PANEL JOINTS
DIAPHRAGM BOUNDARY
FRAMING BLOCKING
BLOCKING TYPICAL,IF USED
FRAMINGTYPICAL
LOAD
LOAD
FLOOR
FLOOR
TYPICAL WALL FRAMING LAYOUT
SHEATHING SHALL BE LAID HORIZONTALLY W/ VERITCAL JOISTS STAGGERED.
PROVIDE NAILING PATTERN AS NOTED FOR SHEAR WALLS.
UPS HPA28 OR
SIMPSON HTT4
HOLD DOWNS AT
POINTS DENOTED
"HD" (SEE PLAN)
PROVIDE 5/8" DIA.
WEDGE ANCHORS W/
5 1/4" EMBEDMENT B- SHEAR WALL SECTION
HDHDHDHD
HD
HD
HD
HD
HDHDHDHD
1
A
INITALDATEREVISIONDESIGNDRAWNCHECKSHEETPRO. OFFICE BUILDING1420 KIRKWOOD BLVD.RLNRLNRLN4-25-20254-25-20254-25-2025DESNECIL
NOISS
E
FORP REENIGNELA SA
X
ETFOETATS
90239
ROBERT L. NICHOLAS
DON ILLINGWORTH AND ASSOC., INC.CONSULTING STRUCTURAL ENGINEERSDI JOB NO 25088P.O. BOX 201640ARLINGTON, TX 76006PH (817) 649-1544FIRM #4308PLOT SCALE 0.75 FOR 3/16" SCALE
SOUTHLAKE, TEXASPERMIT SETTRUSS T2 at 24" O.C.TRUSS T3 at 24" O.C.TRUSS T2 at 24" O.C.
ROOF FRAMING PLANSCALE: 1/4"=1'-0"
SLOPE 1/4"/FT
SLOPE 1/4"/FT
SLOPE 1/4"/FTSLOPE 1/4"/FTFINISH FLOOR ELEV. = 0'-0"
- 5 1/2"
- 3 1/2"
A
S3.0
B
S3.0
B
S3.0
B
S3.0
A
S3.0
A
S3.0
C
S3.0
B
S3.0
S2.3
4- 18" LVL's 4- 18" LVL's4- 18" LVL's
3- 18" LVL's3- 18" LVL'sROOF FRAMING PLAN SCALE: 3/16"=1'-0"
NOTES
1) CONTRACTOR SHALL COORDINATE ROOF FRAMING LAYOUT INCLUDING SLOPES,
DIMENSIONS, CEILINGS AND EAVE HEIGHTS WITH ARCHITECTURAL PLANS.
2) CONTRACTOR SHALL COORDINATE A/C UNITS SIZE, LOCATION & WEIGHT
WITH MEP PLANS. A/C UNIT COORDINATION SHALL BE VERIFIED WITH
SHOP DRAWINGS.
3) BEAMS/HEADERS NOT CALLED OUT ON THIS SHEET SHALL BE AS SCHEDULED
IN THE WOOD FRAMING NOTES ON SHEET S-4 AND SHALL HAVE (A MIN. OF)
2- 2x STUD PACK SUPPORTING EACH END.
NOTES NUMBER OF STUDS FOR STUD PACK STUD PACKS
SHALL BE GLUED AND NAILED w/ 16d NAILS AT 12" o.c.
4
4
4
4
3- 11 7/8" LVL HEADERN
E
S
W
PLANTrue NorthHIGH ROOF WEST SCALE: 3/16"=1'-0"
FRAMING PLAN
HIGH ROOF EAST SCALE: 3/16"=1'-0"
FRAMING PLANTRUSS T1TRUSS T1TRUSS T4SLOPE 1/4"/FTSLOPE 1/4"/FTTRUSS T2 at 24" O.C.TRUSS T3 at 24" O.C.TRUSS T2 at 24" O.C.TRUSS T1TRUSS T1T1 TRUSS
3- 14" LVL HEADER
3- 14" LVL HEADER4 4
44
T4 TRUSS2'-4 3/4"1/412
6'-3"16'-8 3/8"2'-7 13/16"2'-4 3/4"6'-3"2'-0"2'-6 1/4"1/412
2'-10"25'-5 3/4"
T2 TRUSS2'-0"1/412
2'-10"31'-7 3/8"
3 3/4"
1/4"
T3 TRUSS2'-0 3/4"1/412
5'-10"28'-7 3/8"
3 3/4"
1/4"
ROOF TRUSSES
ROOF TRUSSES SHALL BE DESIGNED
AS FOLLOWS:
TOP CHORD LL= 20 PSF
TOP CHORD DL= 15 PSF
BOTT. CHORD LL= 5 PSF
BOTT. CHORD DL= 10 PSF
PROVIDE MECHANICAL LOADING AS SHOWN
ON PLANS
ROOF DECK
23/32" T&G APA rated 48/24
OSB SHEATHING
2'-7 13/16"1'-6"2'-7 13/16"1'-6"WOOD BEAM GRADE
2x SOUTHERN YELLOW PINE: #2 OR BETTER
ML= MICRO-LAM LVL: 1.9E-2600Fb (min)
OR USE
LVL= VERSA-LAM LVL: 2.0E-3100Fb (min)
WALL FRAMING SCHEDULE
ALL WALLS: 2x6 STUDS AT 16" o.c.
ALL HEADERS UP TO 8'-0" SHALL BE 3- 2x12
1
A
INITALDATEREVISIONDESIGNDRAWNCHECKSHEETPRO. OFFICE BUILDING1420 KIRKWOOD BLVD.RLNRLNRLN4-25-20254-25-20254-25-2025DESNECIL
NOISS
E
FORP REENIGNELA SA
X
ETFOETATS
90239
ROBERT L. NICHOLAS
DON ILLINGWORTH AND ASSOC., INC.CONSULTING STRUCTURAL ENGINEERSDI JOB NO 25088P.O. BOX 201640ARLINGTON, TX 76006PH (817) 649-1544FIRM #4308SOUTHLAKE, TEXASPERMIT SET8"5'-0"2 1/8"
FOUNDATION PLANSCALE: 1/4"=1'-0"
SLOPE 1/8"/FT
SLOPE 1/8"/FT
SLOPE 1/8"/FTSLOPE 1/8"/FTBEAM DEPTH D = 2'-6"
BEAM WIDTH W = 10"
SLAB THICKNESS S = 4"
NOTES:
COORDINATE DIMENSIONS, DROPS AND SLOPES W/ ARCH.
BEAM TENDON
SLAB TENDON
FINISH FLOOR ELEV. = 0'-0"
- 5 1/2"
- 3 1/2"
A
S2.0
A
S2.0
A
S2.0
A
S2.0
A
S2.0
A
S2.0
A
S2.0
A
S2.0
2 -#4 2'-0"x2'-0" 'L'
BARS TOP AT ALL
EXTERIOR BEAM
CORNERS (TYPICAL)
3- #3 x5'-0 BARS AT 45
DEG AT MID SLAB DEPTH
AT ALL LARGE INVERT.
EXT. CORNERS (TYPICAL)
EXTEND TOP BEAM BARS
3'-0" PAST BEAM INTO
SLAB AT ALL DISCONT.
INVERTED CORNERS
(TYPICAL)
2 -#4 2'-0"x2'-0" 'L'
BARS TOP AT ALL
DEAD END BEAMS
(TYPICAL)
S3.0
PLYWOOD / OSB
SHEATHING AS NOTED
SINGLE SHEET
PLYWOOD / OSB
ROOF DECK
ROOF TRUSS
12"x12"x7/16
OSB -GLUED
& NAILED
PLYWOOD / OSB
SHEATHING AS
NOTED
WOOD BEAM- SEE PLAN
TOP of PARAPET
SEE ARCH
TOP of PLATE
SEE ARCH
B- TYPICAL PARAPET FRAMING
EXTERIOR
FINISH- SEEARCH
SIMPSON H2.5A CLIP
AT EACH TRUSS ROOF TRUSS
SEE PLAN
STUD WALL
AS NOTED
C- TRUSS at PARAPETAT SIDE WALL
2x6 PARAPET
FRAMING AT
24" o.c.
PLYWOOD / OSB
SHEATHING AS
NOTED
PLYWOOD / OSB
ROOF DECK
CONT 2x6 NAILED
TO PARPET / SOFFIT
w/ 2- 16d NAILS
DOUBLE 2x6
TOP PLATE
CONT 2x4 NAILED
TO STUD WALL
at CEILING
w/ 2- 16d NAILS
EXTERIORFINISH- SEE
ARCH
STUD WALL
AS NOTED
ROOF TRUSS
SEE PLAN
STUD WALL
AS NOTED
D- HIGH ROOF FRAMINGAT ENTRY
PLYWOOD / OSB
SHEATHING AS
NOTEDPLYWOOD / OSB
ROOF DECK
DOUBLE 2x6
TOP PLATE
CONT 2x6 NAILED
TO PARPET / SOFFIT
w/ 2- 16d NAILS
TOP of PARAPET
SEE ARCH
DOUBLE 2x6
TOP PLATE
CONT 2x4 NAILED
TO STUD WALL
at CEILING
w/ 2- 16d NAILS
EXTERIOR
FINISH- SEE
ARCH
SIMPSON H2.5A CLIP
AT EACH WOOD JOIST
and OUTRIGGER
WOOD BEAM- SEE PLAN
ROOF TRUSS
PLYWOOD / OSB
ROOF DECK
SIMPSON LU28 JOIST
HANGER AT EACH
TRUSS
SEE PLAN
WOOD BEAM-
E- WOOD TRUSS TO BEAM
PLYWOOD / OSB
SHEATHING AS
NOTED
PLYWOOD / OSB
ROOF DECK
ROOF TRUSS
2x6 PARAPET
TRUSS EXTENSION
PLYWOOD / OSB
SHEATHING AS
NOTED
WOOD BEAM- SEE PLAN
TOP of PARAPET
SEE ARCH
TOP of PLATE
SEE ARCH
A- FRAMING AT ENTRY PARAPET
EXTERIOR
FINISH- SEE
ARCH
SIMPSON H2.5A CLIP
AT EACH TRUSS
VERTICAL
STUD WALL
AS NOTED
PLYWOOD / OSB
ROOF DECK
PLYWOOD / OSB
SHEATHING AS
NOTED
2x HIGH ROOF
JOIST- SEE PLAN
DOUBLE TRUSS UNDER
HIGH ROOF WALL
11'-0"1'-6"MAIN COLUMN PROFILES12"12"
1 1/2"1 1/2"1 1/2"1 1/2"DEPTH IONTO SAND3'-0"12"DIAP- PIER AT EXTERIOR BEAM
12" DIA. PIER REINF
w/ 2-#6 VERT
SEE S-2 FOR
FOUNDATION
DETAILS
BEARING STRATA
SAND w/ SANDSTONE
SEAMS7'-0" FOR BID PURPOSEL- COLUMN AT FOOTING
SEE PLAN
12"x12"x3/4" PL.
w/ 4- 1/2" HCA's
STEEL COLUMN-
SEE PLAN
x 6" LONG
3" CLR2'-0"K- INT. GRADE BM.
12"5"2'-0"J- EXT. GRADE BM.3"CLR.SLAB REINF.
10 MILVAPOR BARRIER
#4's AT 18"O.C.E.W.
12"5"2'-0"2#6 TOP & BOTw/ #3 STIRRUPSat 16" O.C.
FINISH
GRADE
5 1/2" or
TYPICAL SECTIONS & DETAILS SCALE: 1/2"=1'-0"
SUPPORTING BEAM-
SEE PLAN
PROVIDE SIMPSON
HGUS7.37/14 BEAM
HANGER
SUPPORTED BEAM-
SEE PLAN
F- WOOD BEAM TO BEAM
2'-0"1'-4"5/8" PLYWOOD
TOP
TOP of PARAPET
SEE ARCH
2'-0"1'-4"5/8" PLYWOOD
TOP
2x6 PARAPET
FRAMING AT
16" o.c.
12"x12"x7/16
OSB -GLUED
& NAILED
2'-0"2'-0"1'-4"12"x12"x7/16
OSB -GLUED
& NAILED
5/8" PLYWOOD
TOP
2x6 PARAPET
FRAMING AT
24" o.c.
16" LVL at FRONT
AND SIDES
2x12 at BACK OF
HIGH ROOF
SIMPSON JOIST
HANGER
PRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 760925/8/2
5
E0.1
SHELL ELECTRICAL
PLAN
5/8/2
5
P0.1
SHELL PLUMBING
PLANPRO. OFFICE BUILDING1420 KIRKWOOD BLVD.SOUTHLAKE, TEXAS 76092
LOT 2, BLOCK 1KIRKWOOD EAST ADDITION.24 FOOT FIRELANE584583583583582582581580580579581582582583583PROPOSED OFFICEGROSS: 4,890 SQ. FT.W KIRKWOOD BOULEVARDSHEET TITLE:SCALE:PROJECT NO.:ISSUED:DRAWN BY:CHECKED BY:T. H. PRITCHETT / ASSOCIATES
Landscape Architects
1218 Camino Lago
Irving, Texas 75039 214.697.2580
tom@landdesignplan.com
1420 WEST KIRKWOOD BLVD.
LOT 2, - KIRKWOOD EAST ADDITION
CITY OF SOUTHLAKE, TEXAS
HISTE
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TTSNO. 2115 ON 07/24/2025T. H. PRITCHETT, R.L.A.THE SEAL APPEARING ON THISDOCUMENT WAS AUTHORIZED BYREVISION
NO. DATE DESCRIPTION
THPTHP1"=16'-0"07/24/2025SHEET:BECKETT GRAHAM LUXURY HOMES
8821 DAVIS BLVD #220
Office: 817-431-5626
KELLER, TEXAS 76248
Contact: Mr. Paul Moss
BUILDER:ZA-25-0044CASE NO:0 8 16 32 48 FEETPLOTS AT 24"X36" SHEET TO 1"=16'TREE SURVEYPLAN & CHARTL1-01
TPFTPFTPFTPFLOT 2, BLOCK 1KIRKWOOD EAST ADDITION.24 FOOT FIRELANE584583583583582582581580580579581582582583583PROPOSED OFFICEGROSS: 4,890 SQ. FT.W KIRKWOOD BOULEVARDTREE PROTECTION FENCE DETAIL1TREE PRESERVATION LEGENDTREE PRESERVATION WITH FENCE PROTECTIONTree Protection Vinyl FenceTPFTPFSHEET TITLE:SCALE:PROJECT NO.:ISSUED:DRAWN BY:CHECKED BY:T. H. PRITCHETT / ASSOCIATES
Landscape Architects
1218 Camino Lago
Irving, Texas 75039 214.697.2580
tom@landdesignplan.com
1420 WEST KIRKWOOD BLVD.
LOT 2, - KIRKWOOD EAST ADDITION
CITY OF SOUTHLAKE, TEXAS
HISTE
CCTTES
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CA
TTSNO. 2115 ON 07/24/2025T. H. PRITCHETT, R.L.A.THE SEAL APPEARING ON THISDOCUMENT WAS AUTHORIZED BYREVISION
NO. DATE DESCRIPTION
THPTHP1"=16'-0"07/24/2025SHEET:BECKETT GRAHAM LUXURY HOMES
8821 DAVIS BLVD #220
Office: 817-431-5626
KELLER, TEXAS 76248
Contact: Mr. Paul Moss
BUILDER:ZA-25-0044CASE NO:0 8 16 32 48 FEETPLOTS AT 24"X36" SHEET TO 1"=16'TREE PRESERVATIONPLAN & CHARTL1-02
LLLLLLLLLLBBBBBLLLLLLOT 2, BLOCK 1KIRKWOOD EAST ADDITION.24 FOOT FIRELANE584583583583582582581580580579581582582583583PROPOSED OFFICEGROSS: 4,890 SQ. FT.W KIRKWOOD BOULEVARDLBBBLPLANT LIST , DROUGHT TOLERANT AND DEER RESISTANTBUFFER YARD SUMMARY CHARTBBBLLLSOUTHLAKE MAINTENANCE NOTESHEET TITLE:SCALE:PROJECT NO.:ISSUED:DRAWN BY:CHECKED BY:T. H. PRITCHETT / ASSOCIATES
Landscape Architects
1218 Camino Lago
Irving, Texas 75039 214.697.2580
tom@landdesignplan.com
1420 WEST KIRKWOOD BLVD.
LOT 2, - KIRKWOOD EAST ADDITION
CITY OF SOUTHLAKE, TEXAS
HISTE
CCTTES
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TTSNO. 2115 ON 07/24/2025T. H. PRITCHETT, R.L.A.THE SEAL APPEARING ON THISDOCUMENT WAS AUTHORIZED BYREVISION
NO. DATE DESCRIPTION
THPTHP1"=16'-0"07/24/2025SHEET:BECKETT GRAHAM LUXURY HOMES
8821 DAVIS BLVD #220
Office: 817-431-5626
KELLER, TEXAS 76248
Contact: Mr. Paul Moss
BUILDER:ZA-25-0044CASE NO:0 8 16 32 48 FEETPLOTS AT 24"X36" SHEET TO 1"=16'LANDSCAPEPLANTING PLANL1-03
LANDSCAPE SPECIFICATIONS®SHEET TITLE:SCALE:PROJECT NO.:ISSUED:DRAWN BY:CHECKED BY:T. H. PRITCHETT / ASSOCIATES
Landscape Architects
1218 Camino Lago
Irving, Texas 75039 214.697.2580
tom@landdesignplan.com
1420 WEST KIRKWOOD BLVD.
LOT 2, - KIRKWOOD EAST ADDITION
CITY OF SOUTHLAKE, TEXAS
HISTE
CCTTES
AET STAIREG
OFETX
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TTSNO. 2115 ON 07/24/2025T. H. PRITCHETT, R.L.A.THE SEAL APPEARING ON THISDOCUMENT WAS AUTHORIZED BYREVISION
NO. DATE DESCRIPTION
THPTHP1"=16'-0"07/24/2025SHEET:BECKETT GRAHAM LUXURY HOMES
8821 DAVIS BLVD #220
Office: 817-431-5626
KELLER, TEXAS 76248
Contact: Mr. Paul Moss
BUILDER:ZA-25-0044CASE NO:LANDSCAPESPECS & DETAILSL1-04
DESIGNEDCHECKEDDATESCALEREVISIONPAGEProject Address1420 Kirkwood BlvdSouthlake, Texas 76092PROJECTLED LIGHTING UPGRADESHEET SIZE A35/7/2025CONCEPT REV 1Page 1 of 5XXThis lighting design is developed in accordance with industry best practices, IESNA standards, andproject-specific requirements to ensure compliance, performance, and efficiency. The solution istailored to meet functional and technical needs while optimizing illuminance, uniformity, and energy efficiency.This document is intended for internal review and evaluation. Any modifications, reproduction, or externaldistribution require prior approval from Marathon Lighting. The lighting design and associated documentationremain confidential and proprietory to the project and are restricted to its intended application.RCNTSPRO. OFFICE BUILDINGDYPOINT BY POINT CALCULATIONSNO PARKINGHHHHHHHHHHHHHHC CC CHCCHC12345678910111213141516171819202122238.129.9 36.3 25.3 13.916.2 19.8 20.3 16.8 11.714.8 17.2 16.9 13.9 9.914.1 15.8 15.1 12.4 9.013.8 15.1 14.4 11.8 8.814.0 15.4 14.5 12.0 8.914.5 15.9 15.0 12.2 9.114.6 16.0 15.1 12.3 9.114.2 15.6 14.7 12.1 8.913.8 15.1 14.5 11.9 8.814.0 15.6 14.9 12.3 8.914.5 16.6 16.4 13.7 9.815.9 19.4 19.9 16.5 11.518.1 29.6 36.0 25.0 13.722.5 16.6 14.0 12.9 12.5 12.8 13.8 16.3 22.531.4 20.0 17.3 16.0 15.5 15.8 16.9 19.7 31.527.9 19.9 18.0 17.1 16.7 16.9 17.6 19.3 27.78.516.4 15.6 15.3 15.0 15.1 15.3 16.1 7.99.018.3 17.0 16.5 16.1 16.3 16.5 17.6 8.331.2 20.2 17.8 16.7 16.2 16.4 17.3 19.5 30.128.6 18.5 15.7 14.4 13.8 14.1 15.3 18.0 27.817.8 14.2 11.8 10.8 10.4 10.6 11.5 13.8 17.4CalcPts_1_EAST ENTRYCalcPts_2_SOUTH ENTRYCalcPts_3_NORTH ENTRY5/8/25
DESIGNEDCHECKEDDATESCALEREVISIONPAGEProject Address1420 Kirkwood BlvdSouthlake,Texas 76092PROJECTLED LIGHTING UPGRADESHEET SIZE A35/7/2025CONCEPT REV 1Page 2 of 5XXThis lighting design is developed in accordance with industry best practices, IESNA standards, andproject-specific requirements to ensure compliance, performance, and efficiency. The solution istailored to meet functional and technical needs while optimizing illuminance, uniformity, and energy efficiency.This document is intended for internal review and evaluation. Any modifications, reproduction, or externaldistribution require prior approval from Marathon Lighting. The lighting design and associated documentationremain confidential and proprietory to the project and are restricted to its intended application.RCNTSPRO. OFFICE BUILDINGDYPOINT BY POINT CALCULATIONSNO PARKINGHHHHHHHHHHHHHHC CC CHCCHC12345678910111213141516171819202122231.41.82.53.95.25.95.64.12.92.01.61.51.61.82.33.44.86.16.76.55.95.55.45.45.45.45.76.26.66.25.13.72.51.91.71.61.82.43.54.76.05.94.93.52.31.71.31.72.74.88.111.3 12.8 9.97.95.12.91.91.71.72.13.35.68.711.3 12.3 11.5 9.98.68.07.97.88.29.310.9 12.0 11.6 9.36.33.82.41.91.82.33.76.28.912.7 12.7 10.4 6.94.02.31.62.24.28.514.8 21.4 28.4 20.7 13.0 7.84.12.31.81.92.54.68.514.1 22.3 24.8 18.8 14.9 12.6 11.4 11.0 11.2 11.9 14.0 17.3 23.4 23.5 15.7 9.65.32.92.02.02.95.49.516.0 22.8 26.8 19.2 12.7 6.93.41.92.86.112.8 22.9 42.6 61.8 43.3 21.2 9.74.92.51.71.82.85.510.7 21.8 44.6 49.9 31.8 19.5 16.5 14.9 14.4 14.6 15.6 18.0 26.2 45.8 49.0 27.5 12.4 6.63.22.02.03.36.712.5 30.1 49.1 57.4 34.3 19.0 10.1 4.72.43.27.415.6 34.8 68.322.9 9.64.62.11.31.32.14.710.2 22.7 49.2 55.6 33.9 21.1 18.3 17.1 16.5 16.7 17.5 19.4 28.2 51.2 54.5 28.8 12.2 6.12.61.61.62.96.612.4 30.144.4 55.4 25.5 12.2 5.62.73.27.315.3 28.6 52.38.818.6 17.2 16.5 16.1 16.3 16.5 17.6 20.452.2 45.6 20.8 11.9 5.62.72.75.410.0 18.4 29.328.7 25.5 14.2 8.54.52.52.13.86.79.812.011.6 11.6 8.95.83.42.11.62.43.85.26.05.86.04.93.72.51.91.41.62.12.62.72.73.03.03.02.62.21.21.41.51.61.41.72.63.54.54.23.41.21.41.51.51.32.44.46.58.58.26.41.31.52.02.42.411.9 18.1 16.3 11.01.52.43.75.05.443.2 36.0 17.62.13.96.99.711.156.8 47.2 21.52.85.910.6 20.0 27.97.226.5 38.5 31.5 17.53.37.113.8 34.4 53.814.5 18.9 21.1 19.1 13.83.27.013.0 31.4 47.213.3 16.7 17.5 15.5 11.62.65.29.315.5 20.3 15.712.8 15.5 15.7 13.6 10.32.03.45.77.88.67.412.5 15.0 15.0 13.0 9.91.52.13.03.94.23.62.612.7 15.2 15.1 13.0 10.01.31.51.82.12.01.81.413.2 15.6 15.6 13.4 10.21.31.51.71.91.91.61.313.4 15.8 15.7 13.5 10.31.41.92.73.43.63.12.312.9 15.4 15.4 13.2 10.11.83.15.17.07.66.612.7 14.9 14.8 12.8 10.02.54.88.613.3 17.1 13.512.7 15.3 15.4 13.3 10.13.16.712.4 28.3 42.412.9 16.2 16.6 14.8 11.13.37.114.0 35.4 55.013.9 18.0 19.7 17.8 13.22.96.111.2 22.7 33.47.424.3 33.5 28.3 16.42.24.27.510.9 12.75.46.254.9 45.6 21.11.62.54.15.66.347.6 39.8 18.41.31.62.22.72.813.4 21.0 18.7 11.81.21.41.51.51.41.04.87.19.39.07.01.21.41.51.51.41.72.73.84.94.63.71.31.61.92.32.32.32.72.82.92.62.21.52.23.44.65.25.05.24.33.32.41.92.03.56.18.910.710.2 10.1 8.05.33.11.92.65.29.416.4 25.224.5 22.2 13.1 7.94.22.33.27.212.2 27.7 50.08.411.2 16.5 16.1 15.8 15.8 15.9 11.3 8.449.6 43.2 20.0 9.75.42.63.27.515.9 36.0 71.321.3 9.24.52.01.21.22.04.39.320.732.5 20.6 18.1 17.0 16.5 16.6 17.2 19.0 26.825.6 11.0 5.42.31.31.42.66.111.848.3 57.6 26.2 12.1 5.52.62.86.413.4 24.9 47.3 49.5 46.5 22.2 9.94.92.41.51.72.75.410.6 22.5 47.4 53.3 32.8 19.8 16.7 15.1 14.5 14.8 15.7 18.2 27.2 48.9 52.3 28.2 12.3 6.53.11.91.83.16.612.6 30.9 52.0 63.4 37.6 19.8 10.4 4.82.32.34.69.316.0 24.3 33.0 24.1 14.1 8.24.32.31.71.82.54.68.915.1 25.2 28.7 20.8 15.6 12.9 11.6 11.2 11.4 12.2 14.5 18.4 26.7 27.4 17.4 10.1 5.52.91.91.92.95.510.0 17.9 26.4 30.5 20.9 13.6 7.33.51.91.82.95.39.112.7 14.6 11.2 8.65.53.11.91.71.72.13.56.19.512.5 13.6 12.4 10.5 8.98.17.97.98.49.811.8 13.3 12.9 10.2 6.84.02.41.81.82.33.96.69.714.3 14.2 11.6 7.64.32.31.61.41.92.84.45.96.86.44.63.22.11.61.51.61.82.43.75.46.97.57.16.35.75.55.55.45.56.06.87.37.05.74.02.71.91.71.61.82.53.75.26.86.75.53.82.41.71.31.21.41.82.22.73.02.92.41.91.51.41.31.41.51.82.33.03.64.04.03.83.73.83.83.73.73.73.93.93.63.12.41.91.61.41.41.51.72.12.73.13.02.62.01.71.31.15/8/25
DESIGNEDCHECKEDDATESCALEREVISIONPAGEProject Address1420 Kirkwood BlvdSouthlake, Texas 76092PROJECTLED LIGHTING UPGRADESHEET SIZE A35/7/2025CONCEPT REV 1Page 3 of 5XXThis lighting design is developed in accordance with industry best practices, IESNA standards, andproject-specific requirements to ensure compliance, performance, and efficiency. The solution istailored to meet functional and technical needs while optimizing illuminance, uniformity, and energy efficiency.This document is intended for internal review and evaluation. Any modifications, reproduction, or externaldistribution require prior approval from Marathon Lighting. The lighting design and associated documentationremain confidential and proprietory to the project and are restricted to its intended application.RCNTSPRO. OFFICE BUILDINGDYRENDER -- FALSE COLORRENDER -- RGB5/8/25
DESIGNEDCHECKEDDATESCALEREVISIONPAGEProject Address1420 Kirkwood BlvdSouthlake,Texas 76092PROJECTLED LIGHTING UPGRADESHEET SIZE A35/7/2025CONCEPT REV 1Page 4 of 5XXThis lighting design is developed in accordance with industry best practices, IESNA standards, andproject-specific requirements to ensure compliance, performance, and efficiency. The solution istailored to meet functional and technical needs while optimizing illuminance, uniformity, and energy efficiency.This document is intended for internal review and evaluation. Any modifications, reproduction, or externaldistribution require prior approval from Marathon Lighting. The lighting design and associated documentationremain confidential and proprietory to the project and are restricted to its intended application.RCNTSPRO. OFFICE BUILDINGDYRENDER -- FALSE COLORRENDER -- RGB5/8/25
DESIGNEDCHECKEDDATESCALEREVISIONPAGEProject Address1420 Kirkwood BlvdSouthlake,Texas 76092PROJECTLED LIGHTING UPGRADESHEET SIZE A35/7/2025CONCEPT REV 1Page 5 of 5XXThis lighting design is developed in accordance with industry best practices, IESNA standards, andproject-specific requirements to ensure compliance, performance, and efficiency. The solution istailored to meet functional and technical needs while optimizing illuminance, uniformity, and energy efficiency.This document is intended for internal review and evaluation. Any modifications, reproduction, or externaldistribution require prior approval from Marathon Lighting. The lighting design and associated documentationremain confidential and proprietory to the project and are restricted to its intended application.RCNTSPRO. OFFICE BUILDINGDYLuminaire ScheduleLuminaire ScheduleLuminaire ScheduleLuminaire ScheduleSymbolQtyCalculation SummaryCalculation SummaryCalculation SummaryCalculation SummaryLabelLabelDescriptionLLFCalcTypeLuminaire LumensUnitsAvgLuminaire Location SummaryLuminaire Location SummaryLuminaire Location SummaryLuminaire Location SummaryInsertion PointLumNoLabelXYZMaxOrientTilt1C1624281000Min2H1634218003H157403800Min/AvgMin/MaxCalcPts_1_EAST ENTRYIlluminanceFc15.3136.38.14H1554008007C5H1320.530.224-inch Commercial Downlight4008006C124402100CalcPts_2_SOUTH ENTRYIlluminanceFc17.6231.57.90.900199507C1184021000.450.25CalcPts_3_NORTH ENTRY08H110IlluminanceFc16.8231.28.30.494008009H850.27CalcPts_4_PERIMETER CALCIlluminance40080010Fc11.0171.31.00.090.0116HML-WM-8023 (5000K)0.9005325H8340380022C162444100023C162436100080011H8342680012H8344780013H8347080014H8547280015H11047280016C118471100017C124471100018H13247280019H15547280020H15747080021H1634525/8/25