HomeMy WebLinkAboutCA2019-1925 March 2019
Branden Beam c/o
Total Shade
122 Rose Lane, Unit E3
Frisco, Texas 75935
512 539-9682
A Future With A Past
RE: HISTORIC PRESERVATION COMMISSION
CERTIFICATE OF APPROPRIATENESS #CA19-19
HAZLEWOOD COMMERCIAL BUILDING
MAIN STREET COMMERCIAL HISTORIC DISTRICT
129 SOUTH MAIN STREET
GRAPEVINE, TEXAS 76051
This letter confirms on March 25, 2019 the Historic Preservation Staff approved with
conditions Certificate of Appropriateness #CA19-19 for the property located at 129 South
Main Street, legally described as Block 1, Lot 1, Hazlewood Commercial Building, City of
Grapevine, to the Grapevine Historic Preservation Ordinance 91-73 (Appendix G —
Grapevine Code of Ordinances), as amended for the following items:
Extend the existing pergola roof structure and install a new motorized roof louver
system to provide additional roof covering for the second floor outdoor balcony, to
include the following:
a. Install additional roof supports along the balcony railing and along the angled
brick walls;
b. All metal supports and the louvers are to be color matched to blend with the color
of the metal of the existing structure;
as per the attached plans with the condition a building permit is obtained from the
building department
An approved Certificate of Appropriateness is not an approved building permit; a
building permit (Lsi/ is not required. Contact the City of Grapevine's Building
Department at 817.410.3165 for fees and information regarding permits.
nk you,
David Klempin
Historic Preservation Officer
wdk THE CITY OF GRAPEVINE
HISTORIC PRESERVATION • 636 South Main Street • Grapevine, Texas 76051
Phone 817/410-3556 - Fax 817/410-3038
MAR 13 2019
CERTIFICATE OF APPROPRIATENESS APPLICATION
®ate 3 b .? // q Number SGA
Property Owner Name, Address & Phone Number
Name/Occu' pancy/Use
Stock I Lot f
Subdivision _ /-1 / .,�i.� ++ A C�%1R1 FZ('JAl 6 ,Vjh0j�
Request/Description of Work to Be Done
o
Drawings/Sketches Attached
Yes o No
Material Sam les Attached lease list
Photographs Attached
�,A_Cu ent o Historic
/ hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance
with all submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances and
Building Codes. APPROVAL OFA CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF
OTHER REQUIRED BUIL , ERIfBITS."
Si reed x Print Name �ra,,, 7r
Owner or Contractor
Office Use
Approved- .P3pproved with Conditions:
staff
HPC __ �� i J I (Lry✓
IN W1
E-
Cham -Historic Presen alion Commassion Ove -
preserxati Office"
Date _ ��e-4 25
Building Oficial 0a` (3 'W
THIS IS NOT A BUILDING PERMIT. -
A SEPARATE BUILDING PERMIT DUST RE FILED AND APPROVED BY
THE BUILDING DEPARTMENT BEFORE STARTING WORK.
DELIVER TO: HISTORIC PRESERVATION DEPARTMENT - 2 r(�t1 -410-3556
636 SOUTH MAIN STREET, GRAPEVINE, TEXAS
26
0:�IAIC-1-(7
W. Tom Witherspoon, PhD. P.E.
Consulting Engineer
2806 Singleton
Rowlett, Texas 75088
www.tomwitherspoon.com
David Thompson
Westwood Real Estate Development
Email: dethompson@westwoodland.com
(972)235-3267
(972) 437-2286
tomw5@ix.netcom.com
February 16, 2019
Re: 129 S. Main Street
Grapevine, Texas 76051
Dear David;
Pursuant to our requests and directives at our February 15, 2019 site meeting, I have
completed structural steel design plans for the patio extension at the above referenced
facility/building.
As discussed on site, extension of the patio awning framing will necessitate adding two
columns at the second floor that will sit upon the north to south steel beam that supports this
patio slab. This will also necessitate adding two steel box beams that will tie into the perimeter
steel beam that carries the three existing box beams for the patio framing cover. Installation of
the new columns will necessitate coring through the patio slab to the underlying steel beam to
secure to this beam as detailed on the section drawing.
With the extension of the patio awning, it will be necessary to weld box beams
extensions to the existing beams. To supplement shear strength, 10' long flitch plates will be
welded to the outsides of the three existing beams to be extended. See detail.
As noted on the plan, there will be an outside perimeter C10 x 10 channel beam that will
tie the east to west beams together and will turn into the building for additional support. This
channel must tie into the interior steel wall framework so it will resist the required 90 mph
winds to meet the 2015 International Residential Code.
Sincerely,
ego """ '` Op ate
W. Tom Witherspoon, Ph.D., P.E.
W7W/tw♦♦tip°
ti �*: •:.t a
Licensed Professional Engineer
'••.""""""" " =
W. Tom Witnerspow�
State of Texas #44042
,......44042 �...` ..
Q ♦ I
Firm 6694
r��`,A..C E NS' ♦�
February 16, 2029
� of
w
a¢
tz
cn
_S2
z
� O
N
U
a
Ai
rairziN
i
waN°�
w
z
2 S
6
V U
F
ca
alnN
W W I
¢
M
-m!j
50
O�
W�j
Oau.
Fla-
to
Ox
I
¢w
a
m�
n
S
�
O -no
sio in
wN
Cg7
ggn
c¢w7U
gJm�
�l1
gLL
LL_N ?a
O_7
^J �N�2j
¢w0
lUa
0-- O
NO
a
�
rLNF
wti ern
Pd¢O¢ 1
N
U
N
0
Z � N
�O
a�
aW
�U
UN
Um
z
o Lx
N W
O N
13381S SNINN
:T-,=i
U u~i
L
baa
m
YJ7�
1.33N1S NrM
3
;t:�,CA!9-/5
T,
c
N Q�
q�WF-
q, Zjj f ca Z
oOCO�V
Q 12 1Z Z
U. W. S
U,N OJ
lag Q0
is
F.
x
W
O
Y
I�-17
i
W ) I�
p W
lW - V
U
G � Zo
Lo
U- , 9 c
ooui a �
ao m uj
Ud � till U W -
a. U) Z �
'JU _.
y
4 y°
1
0
O
_U
N
m
r..
O
O
i
O
L-
i
I k �
W
EE;�Fs
1
lt� 19- ►,ZF
4-
W
L
CD
L >
O O
.1� J
N
W N
o
L
o0-0
3
m>
CL U
ON
O
O
CO
L
O
J
' A
Tj-
_rsc_a
lt� 19- ►,ZF
4-
W
L
CD
L >
O O
.1� J
N
W N
o
L
o0-0
3
m>
CL U
ON
O
O
CO
L
O
J
pzp
w FF
LL iQ
LU
¢V d m0
Z
acn �O
°i C9 uJ z
p o f -
U t7 LU
Z�9' LIU tl!
x = Q
LV N
E
d
>, J
y O
O
,E
m N
L L
LL p
O 2
It
C O
C Q
O Q.
O
m O
CD ~ W
0 ;f-
CL 8
"'04
c
0
.N
d
x
W
4-
0
0
0
v
M�
W
0
3
as
as
as
L
d
CL
0
L
IL
-1� /C�- /(�
V)
LU z
z
:!.0 LU
V)
U
Q
CLQ
fl:
LU
z o
° LU
w
z O
c� Cl)
LU
zz
c
Opus 4
w
ap
OC
wyIt
m9
;5 Z3 ¢
a
Va
a ao¢
Q
gO
U a
U
as
Ono
0
_V
m
L
0
_0
M
C
0
0
d
U)
0
c
a?