HomeMy WebLinkAbout01072016 BSC Agenda Item 3 STAFF REPORT
Business of the Building and Standards Commission
City of West University Place, Texas
AGENDA OF: January 7, 2016 DOCKET NO. : 2015-04
DATE SUBMITTED: December 18, 2015 DEPARTMENT OF ORIGIN: Development
Services
PREPARED BY: Clay Chew, CBO, CFM
City Building Official PRESENTER: Staff
SUBJECT: Variance request to refurbish
and remodel existing monument sign. STAFF PRESENTER:
Clay Chew, CBO, CFM
City Building Official
ATTACHMENTS: Copy of the Variance Request; Plan to renovate West U Marketplace;
Plan review by Building Official; Relevant Code Section;
STAFF SUMMARY
Background:
Accent Sign and Awning submitted a plan to remodel the existing monument sign at 4004
Bellaire (West U Marketplace). It is the Building Official's opinion the new sign design
will cause the existing sign to lose its prior nonconforming (PNC) status. PNC status is
retained when only the face is changed and there is no other structural alteration.
1
.,.Q4 Y+ ST Utyry,�9s .
CI .l City of West University Place
,„ APPLICATION TO THE BUILDING AND STANDARDS COMMISSION
OF THE CITY OF WEST UNIVERSITY PLACE, TEXAS ("CITY")
rerAS 010510;
Address of site: ', '�1 g tic�it� /�c( , (kfhoie fZ'czvs) Si�CJ.7 assoe1caKS t l iY)
//01/5700, TiC 17'709.5F
"t,cyst if 5l�op s Ce��fer
Legal description of the site:5 J-i pp aJ ceui/Cr
Applicant: tc1e leetihi PGtrfnep_5 . Ltd .
Address: SOO 13; S5nnnet .S co to- 13cx7 Bellaire —X "1'1'-IO
Contact: 1110Ictr)Ie I-- r-
, I P
Phone: 913 coei°3° IX11il Fax: `1f ;- /pgi'3 Ili 44
Email Address: lf1 huff e Prof m , cool
Decision or Action Requested(check one or more and provide requested data):
( ) Appeal. Hear and decide an appeal from an order, requirement, decision or determination made by the building official (or
other administrative official) of the City.
• Name and title of the administrative official:
• Is the official's action in writing? ( ) Yes: ( ) copy is attached. ( ) No, but the action appealed is as follows:
• When was the action taken? Note: Appeals must be filed within a reasonable time. Please explain any delay
below:
• Exact code of ordinance section(s) involved:
• Grounds for appeal:
( ) Special Exception.
• Exact code of ordinance section that authorizes the special exception:
• Exact wording of special exception requested:
(✓) Variance. (.11419 /�'^ C•4(hclt- ,51c cps )
• Exact code of ordinance section from which a variance is requested: LO a J
• Exact wording of variance requested: c_c'I.t eS f jZE°fl i(o i s r 3 2ef-noc(eI f i S h r)5 s►cJ n
Other Data. Are there drawings or other data? ( )No ( Yes (list items here and attach them) � Ltl�C'l I nc 1'Pnnc it iIG'n
CC(10E'�tL1GtI �riv!lYic
"Sicjo re nnCi et h o 1'
State of ft PC-CtS County of -.VY l S _ Co ncep l"1,IG;.t- oreett
g ( �e)1/ 20 I �t.,n J i v es'e -, .' c
This � strument was acknowledged before me on Ce�`'�
by \fC\YOC Zr-e.eci • ' Dille G �LtlP20E -I Jcia3
`°"i�°'' DEBRA ANN POINDEXTER �1
�;J��µY p��B�.i
�7.."-°c Notary Public,State of Texa
(Seal) ; \ = My Commission "Expires
i -J."Fok`° AugJ'6t19, °C�17 r
1
My commission expires: t 12 t��i
1 t 1 a , , Notary Public
**** OVIDE C ' G . . ' . US 1 • SPIES • e AL) OF ALL SUBMITTALS*****
r s
Signature of applicant: /► � _ , Date: ( g015
For Staff Use only Date filed\ * a S late heard: 1.-.1. `-'1 `Q Docket#:r . i c -
Form BSC-102
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I. 17'-7' I I-36=-I IMPORTANT NOTE:
1-21' I 15'-10* 1-28 FIELD VERIFICATION FOR MEASUREMENT
12'-0' I ACCURACY AND STRUCTURAL INTEGRITY OF
T ( J Ism. ALL ELEMENTS OF EXISTING STRUCTURE
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CONNECTIONS AND MORE) NOT IN SCOPE
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/ Ols°11
, ENGINEERING. EXISTING STRUCTURE
/ 1>1/4' ° / INFORMATION PROVIDED BY ACCENT SIGNS.
SIGN CABINET
/ STRUCTURE
(DESIGN BY
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Section Ana(aq t) Shape Factor Wind(,o Fora Moment
0 1 430.00 1 30 12900 154600
CJ cJ 12900 164300
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Existing 2 Circular Steel P pes 16 to O.D.x 0.375 in Wall are O.K.
Foundation Design(Cheek Existlngi
P=12900/2=6450
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4
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•I ! 'Existing 2 Concrete Footings 42 in Diameter x 8.5 It Deep are O.K. '
/ GRADE
- - —
I I EXIST PAVED-' I I I A I
AREA
■I I I EXIST STEEL I I I
I_ di
I / I
PIPE 16' O.D.
/ l x 0.375' WALL I t l I
I 1 I I I I
1 I I I
I I
F-
L EXIST CONCRETE /
1 I 1 I 11°111
_ _ _ J FOOTING L _ _ _ J L _ _,______I I
ELEVATION F---42---I — 2'—�.I I-42 _I 1 ELEVATION VIEW
NOTES: I 14'-10'
1. DESIGN IS BASED ON 2006 IBC - WIND SPEED OF 110 MPH (3-SEC GUST), EXPOSURE C, IMP FACTOR=1.0
2. THIS DESIGN IS INTENDED FOR SIGN TO BE INSTALLED AT THE ADDRESS SHOWN AND SHALL NOT BE USED AT ANY
OTHER LOCATIONS UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER. •'' "`+`ter
3. ENGINEER IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND SHALL ONLY BE RESPONSIBLE FOR ,f7,1....' .. F.TF.4-Si,
THE DESIGN OF SIGN STRUCTURE FOR WHICH CALCULATIONS ARE SHOWN ON THIS PAGE. (SIGN CABINET STRUCTURE ,. G7r' (
DESIGN SHALL BE PROVIDED BY OTHERS). /*; I��
4. ALL NEW HSS TUBE SECTIONS SHALL MEET ASTM A500 GRADE-B WITH MINIMUM YIELD STRESS Fy=46 KSI. - *i **,4,
5. ALL NEW HSS ROUND SECTIONS SHALL MEET ASTM A500 GRADE-B WITH MINIMUM YIELD STRESS Fy=42 KSI. $ HUZEFA M. NULWALA^
6. ALL NEW WIDE FLANGE SECTIONS SHALL MEET ASTM A992 WITH MINIMUM YIELD STRESS Fy=50 KSI. _ o
7. ALL NEW PIPE (OTHER THAN HSS ROUND) SHALL MEET ASTM A53 GRADE-B WITH MINIMUM YIELD STRESS Fy=35 KSI. $"'-'"Y= tt-o% 96697
8. ALL OTHER NEW STEEL INCLUDING CONNECTION PLATES, ANGLES, ETC, SHALL MEET ASTM A36 WITH MINIMUM YIELD F '��If
STRESS Fy=36 KSI. 444 ii*''.0 i S0 '
9. ALL STRUCTURAL BOLTS SHALL CONFORM TO ASTM A325 UNLESS OTHERWISE NOTED AND SHALL BE GALVANIZED. 44 i'.` " - 4
10. ALL NEW WELDING SHALL BE MADE WITH E70xx ELECTRODES AND SHALL BE PERFORMED BY CERTIFIED WELDERS IN 4 ij t
ACCORDANCE WITH AWS STANDARDS. +'+t
11. SOIL REPORT WAS NOT FURNISHED. FOUNDATION DESIGN (CHECK) IS BASED ON A ALLOWABLE BEARING OF 1500 PSF ,i(1 I II%
AND ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 150 PSF PER FOOT (CONTRACTOR SHALL VERIFY).
12. NORMAL WEIGHT CONCRETE WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI (ATTAINED IN 28 DAYS) IS ASSUMED r
TO BE USED FOR DESIGN (CHECK) PURPOSE (CONTRACTOR SHALL VERIFY). '13. ALL EXISTING STEEL ASSUMED TO HAVE A MINIMUM YIELD STRESS Fy=35 KSI (CONTRACTOR SHALL VERIFY). 1 2�
14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RE-VERIFY ALL DIMENSIONS SHOWN FOR EXISTING STRUCTURE.
15. IF ANY PART OF EXISTING STRUCTURE DOES NOT MEET SPECIFICATIONS LISTED ABOVE OR DIMENSIONS SHOWN ON
DRAWING, CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AND SHALL REQUEST FOR A REDESIGN. SCALE-Sin ACCENT WEST U DRAWN 'BYTS HMN
ENGINEERING, LLC
SIGNS MARKETPLACE DATE : DEC 2015
PROJECT : 15-1651
4004 BELLAIRE BLVD.,
WWW.SMBEING.NET 6015 SKYLINE DRIVE REV: 0
TEL. 832-443-7328 HOUSTON,TX
TEXAS REGISTRATION NUMBER ■ F-10116 HOUSTON,TX PAGE : 1 OF 1
• 1 17'-7' 1 H36---1 IMPORTANT NOTE:
1-21" I 15'-10' He8 FIELD VERIFICATION FOR MEASUREMENT
12'-0' I ACCURACY AND STRUCTURAL INTEGRITY OF
T i MM. ALL ELEMENTS OF EXISTING STRUCTURE
(STEEL SUPPORT, FOUNDATION,
1 _ pol ' CONNECTIONS AND MORE) NOT IN SCOPE
-- OF DESIGN ENGINEER AND SMB
ENGINEERING. EXISTING STRUCTURE
�1/4' ° / INFORMATION PROVIDED BY ACCENT SIGNS.
4
pp
_ _
1 SIGN CABINET
/ STRUCTURE
(DESIGN BY
/ OTHERS) , DeslynSupport Sbel(Check taisdng)
o / .
ISeetlon Area(tq Al Shape Factor Wlnd(pall Force Moment
0 1 130.00 1 30 12900 154800
CJ of / 12900 164800
/ S>M/Fb=15/800x12x1.2(SF)/2x35000=31.84cun(70.3 cu in
4/ Exst 2 Circular Steel Pipes 16 in O.D.x 0.375 in Wall a
xg ipe are O.K. 1
4 Foundation Design(Check Existing)
/ P=12900/2=6450
4 / l , h=1548
�1/4'V\T _— h=154800 1 12900=12.0
Too
Ss=2x150xd6)=2x150x7=2100
p� d=sgrt(4.25x Pxh/Ssxb)
d=sg rt(4.25 x 6450 x 12.0/2100x3.50)=6.691
• O, Existing 2 Concrete Footings 42 in Diameter x 6.5 t Deep are O.K.
m - - 010 -I EXIST PAVED 2 GRADE r /I AREA
I I EXIST STEEL
i i I i i i
PIPE 16' O.D.
1 x 0.375' WALL 1 I I /
L I 1 I t I
I i i I I /
EXIST CONCRETE /
1 i I I
L _ _ _ J FOOTING L _ _ _ J L _ _ — J
ELEVATION 1----42•—I F---42=---1—I 1_--42---] SIDE VIEW
NOTES. I- 14'-10'
1. DESIGN IS BASED ON 2006 IBC - WIND SPEED OF 110 MPH (3-SEC GUST), EXPOSURE C, IMP FACTOR=1.0
2. THIS DESIGN IS INTENDED FOR SIGN TO BE INSTALLED AT THE ADDRESS SHOWN AND SHALL NOT BE USED AT ANY
�-c_OF
OTHER LOCATIONS UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER. �p. ��F rF 444
3. ENGINEER IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND SHALL ONLY BE RESPONSIBLE FOR ,,,,•:0,..... -f. 44
THE DESIGN OF SIGN STRUCTURE FOR WHICH CALCULATIONS ARE SHOWN ON THIS PAGE. (SIGN CABINET STRUCTURE J aj. ( '...1,5,..
DESIGN SHALL BE PROVIDED BY OTHERS). /* *44
4. ALL NEW HSS TUBE SECTIONS SHALL MEET ASTM A500 GRADE-B WITH MINIMUM YIELD STRESS Fy=46 KSI. 4*j _ �_� `: *
5. ALL NEW HSS ROUND SECTIONS SHALL MEET ASTM A500 GRADE-B WITH MINIMUM YIELD STRESS Fy=42 KSI. S HUZEFA�M. NULWALA i
6. ALL NEW WIDE FLANGE SECTIONS SHALL MEET ASTM A992 WITH MINIMUM YIELD STRESS Fy=50 KSI. _ 0
7. ALL NEW PIPE (OTHER THAN HSS ROUND) SHALL MEET ASTM A53 GRADE-B WITH MINIMUM YIELD STRESS F 35 KSI. /c.- \, 9 ':o-i
8. ALL OTHER NEW STEEL INCLUDING CONNECTION PLATES, ANGLES, ETC. SHALL MEET ASTM A36 WITH MINIMUM YIELD �VP'• 96697 4/
STRESS Fy=36 KS1. 44° /0, „ C.-C.V. 6
9. ALL STRUCTURAL BOLTS SHALL CONFORM TO ASTM A325 UNLESS OTHERWISE NOTED AND SHALL BE GALVANIZED. 414, j• ••'cN' G
10. ALL NEW WELDING SHALL BE MADE WITH E70xx ELECTRODES AND SHALL BE PERFORMED BY CERTIFIED WELDERS IN ;� '
ACCORDANCE WITH AWS STANDARDS. lM';1'
11. SOIL REPORT WAS NOT FURNISHED. FOUNDATION DESIGN (CHECK) IS BASED ON A ALLOWABLE BEARING OF 1500 PSF
AND ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 150 PSF PER FOOT (CONTRACTOR SHALL VERIFY).
r •
12. NORMAL WEIGHT CONCRETE WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI (ATTAINED IN 28 DAYS) IS ASSUMED
TO BE USED FOR DESIGN (CHECK) PURPOSE (CONTRACTOR SHALL VERIFY).
13. ALL EXISTING STEEL ASSUMED TO HAVE A MINIMUM YIELD STRESS Fy=35 KSI (CONTRACTOR SHALL VERIFY). 1
14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RE-VERIFY ALL DIMENSIONS SHOWN FOR EXISTING STRUCTURE. 1'7
15. IF ANY PART OF EXISTING STRUCTURE DOES NOT MEET SPECIFICATIONS LISTED ABOVE OR DIMENSIONS SHOWN ON
DRAWING, CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AND SHALL REQUEST FOR A REDESIGN. SCALE S mB ACCENT WEST U DRAWN 'BYTS HMN
ENGINEERING, LLC
t G N S MARKETPLACE DATE : DEC 2015
PROJECT : 15-1651
WWW.SMBENGNEERING.NET 4004 BELLAIRE BLVD.,
6015 SKYLINE DRIVE REV: 0
TEL; 832-443-7320 HOUSTON,TX
TEXAS REGISTRATION NUMBER 1 F-10116 HOUSTON,TX PAGE : 1 OF 1
I 17'-7' I --36'----I IMPORTANT NOTE:
I-21' I 15'-10• I f--28'—I
12'-0' -I FIELD VERIFICATION FOR MEASUREMENT
ACCURACY AND STRUCTURAL INTEGRITY OF
T I / , MM. ALL ELEMENTS OF EXISTING STRUCTURE
t,' (STEEL SUPPORT, FOUNDATION,
/
CONNECTIONS GIN MORE) NOT IN SCOPE
OF DESIGN ENGINEER AND SMB
l_pr:11 ENGINEERING. EXISTING STRUCTURE
/ T 1/4'x` INFORMATION PROVIDED BY ACCENT SIGNS.
pi
SIGN CABINET
STRUCTURE
(DESIGN BY
1°11 OTHERS) Delon SuDPOrtSbN(Cheek Existing)00_
o StioA ( Iq Shops Fxbr Wind(pall Foru Moment
r 1 430.00 1 30 12900 154800
�� � 12800 161800 �
/ S>M/Fb=154800x12x1.2(SF)12x35000 31.84 cu in<70.3cuim
O
Existing 2 Circular Steel Pipes 16 in O.D.x 0.375 in Wall are O.K.
/ pp Foundation Design(Check Failing)
A P=12900/2-6450
b=42m
l
1/4'V\T h=154800/12900=12 0
T
p �V Ss=2x150xd(t)-2x150x7=2100
� d=sgd(4.25xPzh/S,xb)
co
Id=sgit(4.25x6450x12.0/2100x3.50)=6.691
1
i r Pi l l
(Existing 2 Concrete Footings 42 in Diameter x 8.5 t Deep are O.K.,F GRADE /- - 1 r- -I / r- - 4 r
EXIST PAVED
AREA
Zo
l i EXIST STEEL
l / i l l i i
PIPE 16' O.D. /
x 0.375' WALL
l i l 0111 l l l
i i i i i /
l / F EXIST CONCRETE A
t_ _ _ _ J FOOTING L _ _ _ J L _ _ _ J
ELEVATION --42'---] F--42=—..I I---42',---I SIDE VIEW
NOTES: 1 14'-10' -I
1. DESIGN IS BASED ON 2006 IBC - WIND SPEED OF 110 MPH (3-SEC GUST), EXPOSURE C, IMP FACTOR=1.0
2. THIS DESIGN IS INTENDED FOR SIGN TO BE INSTALLED AT THE ADDRESS SHOWN AND SHALL NOT BE USED AT ANY
OTHER LOCATIONS UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER. " 'or T.74%
3. ENGINEER IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND SHALL ONLY BE RESPONSIBLE FOR �p� .......,F.-181
THE DESIGN OF SIGN STRUCTURE FOR WHICH CALCULATIONS ARE SHOWN ON THIS PAGE. (SIGN CABINET STRUCTURE j%';.' `(� '''•.9444
DESIGN SHALL BE PROVIDED BY OTHERS). , *.. �� '•. * 1
4. ALL NEW HSS TUBE SECTIONS SHALL MEET ASTM A500 GRADE-B WITH MINIMUM YIELD STRESS F =46 KSI. 7 *i *
5. ALL NEW HSS ROUND SECTIONS SHALL MEET ASTM A500 GRADE-B WITH MINIMUM YIELD STRESS Fy=42 KSI. HUZEFA M. NULWALA
6. ALL NEW WIDE FLANGE SECTIONS SHALL MEET ASTM A992 WITH MINIMUM YIELD STRESS Fy=50 KSI.
7. ALL NEW PIPE (OTHER THAN HSS ROUND) SHALL MEET ASTM A53 GRADE-B WITH MINIMUM YIELD STRESS Fy=35 KSI. c:07---96697—, ;�
8. ALL OTHER NEW STEEL INCLUDING CONNECTION PLATES, ANGLES, ETC. SHALL MEET ASTM A36 WITH MINIMUM YIELD
44 4';' C 9 '!�i
STRESS Fy=36 KSI. 44 r"NSF;.•'4 .1
9. ALL STRUCTURAL BOLTS SHALL CONFORM TO ASTM A325 UNLESS OTHERWISE NOTED AND SHALL BE GALVANIZED. .""' tae4
10. ALL NEW WELDING SHALL BE MADE WITH E70xx ELECTRODES AND SHALL BE PERFORMED BY CERTIFIED WELDERS IN ��
ACCORDANCE WITH AWS STANDARDS. I 1 `q
11. SOIL REPORT WAS NOT FURNISHED. FOUNDATION DESIGN (CHECK) IS BASED ON A ALLOWABLE BEARING OF 1500 PSF ■AND ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 150 PSF PER FOOT (CONTRACTOR SHALL VERIFY). I
12. NORMAL WEIGHT CONCRETE WITH MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI (ATTAINED IN 28 DAYS) IS ASSUMED 1
TO BE USED FOR DESIGN (CHECK) PURPOSE (CONTRACTOR SHALL VERIFY). 1
13. ALL EXISTING STEEL ASSUMED TO HAVE A MINIMUM YIELD STRESS Fy=35 KSI (CONTRACTOR SHALL VERIFY). 1
14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL RE-VERIFY ALL DIMENSIONS SHOWN FOR EXISTING STRUCTURE,
15. IF ANY PART OF EXISTING STRUCTURE DOES NOT MEET SPECIFICATIONS LISTED ABOVE OR DIMENSIONS SHOWN ON
DRAWING, CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AND SHALL REQUEST FOR A REDESIGN. SCALE-Sin ACCENT WEST U DRAWN •BYTS HMN
t G N S MARKETPLACE DATE : DEC 2015
ENGINEERING, LLC PROJECT : 15-1651
WWW.SMBENGNEERING.NET 4004 BELLAIRE BLVD.,
6015 SKY
TEL, 932-443-7328 LINE DRIVE HOUSTON,TX REV: 0
HOUSTON,TX PAGE : 1 OF 1
TEXAS REGISTRATION NUMBER F-10116
1
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PLAN REVIEW
BY
Clay Chew
Please upon re-submittal of your plans
DATE: December 18, 2015 insert any corrected plan sheets into the
ADDRESS: 4004 Bellaire CITY copy set and fold over the corner of
the obsolete plan sheet.Thus there will be
CONTRACTOR: Accent Sign and Awning a complete history of plans submitted on
your project.
CONTACT NUMBER: 713-780-7151
Thank you for your interest in building in the City of West University Place. We are sorry to inform
you the plans submitted have been denied.The following list of items will direct you to the
corrections necessary to achieve compliance with the codes and ordinances of West University
Place. Should you have any questions please call 713-662-5833 or 713-662-5834.
1. The new sign design will cause the existing sign to lose its Prior Nonconforming (PNC)
status. Changing only the face of the sign does not alter the PNC status of any sign,
provided there is no structural alteration or other change.
2. The new sign does not comply with:
Section 6-25 (b)
1. Occupies the space from 2 feet to 4 feet in height.
3. Is not located in the center third of the building site
6. Has a larger display area than is allowed
Section 6-25 (e) Taller than 8 feet
ARTICLE II. -SIGNS
Sec. 6-21. - Procedures, defenses, etc.
(a) Permit and license procedures. The procedures prescribed by this Code for administering building
permits (including issuance, revocation, suspension, transfer, etc.) shall also apply to permits under
this chapter. The building official may modify forms, etc., to conform to this chapter. All actions of the
building official under this chapter, and all applications for interpretations or variances, are subject to
the authority of the BSC in the same manner as similar, building-related actions.
(b) Prior nonconformities. In any proceeding to enforce this article, it is an affirmative defense that, at the
time of the offense, the entire sign in question (or at least the aspect of the sign alleged to be in
violation) had status as a prior nonconforming. Both the acquisition of PNC status and the loss of
PNC status are determined by the principles and procedures set out in article 12 of the zoning
ordinance, except that the BSC has the authority of the ZBA. In addition:
(1) Changing only the face of a sign, or only the message, does not alter the PNC status of any
sign, provided there is no structural alteration or other change.
(2) A nonconforming sign without current PNC status may not be moved, repaired, replaced,
reconstructed or altered unless it is brought into full compliance with this chapter.
(3) On premises where there is a nonconforming sign without current PNC status, no other sign
may be placed, constructed, improved or structurally altered.
(4) Upon application of the building official, and after providing both notice and an opportunity for a
bearing to the owner of the premises, the BSC may order that a sign without current PNC status
be removed, relocated or reconstructed. If compensation is required by state or federal law at
the time that such action is required, the order shall be conditioned upon compensation being
provided.
(c) Other defenses. In any proceeding to enforce this chapter (but not in a proceeding to enforce state
law such as, for example, a proceeding involving a sign on a public road), it shall be an affirmative
defense that the sign in question:
(1) Was not directed toward persons in motor vehicles within a street area, and no symbols on the
sign were taller than 12 inches;
(2) Did not remain in one place for three hours or more;
(3) Was located more than 30 feet from the nearest street area and completely integrated into the
design of a vending machine; or
(4) Was required to be displayed by an applicable regulation.
It shall also be defense in any proceeding to enforce this chapter with respect to a sign that: (i) the
proceeding, in effect, required the sign to be relocated, reconstructed or removed under
circumstances (and at a time) when state law required compensation, and (ii) such required
compensation was neither offered nor provided as required.
(Code 2003, § 3.203; Ord. No. 1896, § 1, 5-11-2009)
Sec. 6-25. -Sizes; numbers; spacing; design; etc.
(a) Sizes, numbers, etc. On each building site, limits on the maximum number and sizes of signs are
prescribed in table 3-1 of section 6-28.
(b) Ground signs. A ground sign may not:
Page 1
(1) Occupy the space from two feet in height to four feet in height, except for the supports for such
sign which shall not occupy more than ten percent of such space. (Exception: This does not
apply if the sign is located at least five feet from the nearest roadway, driveway or public
sidewalk.);
(2) Be located within ten feet of a street area, unless it is a fixed sign meeting all other applicable
regulations (e.g., permit, height, maximum area);
(3) Be located outside the center two-thirds of the building site, measured along each street line;
(4) Be located within 15 feet of any other building site;
(5) Be located within 100 feet of another ground sign on the same building site that is oriented
toward a different street;
(6) Have more display area than 25 square feet per face if any part is located within ten feet of a
street area (otherwise 75 square feet per face); or
(7) Have any unintegrated supports, sign elements, auxiliary projections or attachments (all must
be completely integrated into the design of the sign, both structurally and visually).
This subsection does not apply to sites used for SFR purposes.
(c) Building-mounted signs. A building-mounted sign may not:
(1) Project more than two feet from the nearest face of the building;
(2) Be higher than the nearest part of the building;
(3) Exceed the aggregate size limits set out in table 3-2 of section 6-28; or
(4) Be mounted on a facade other than the one used to calculate the relevant facade area (RFA)
for table 3-2 of section 6-28.
This subsection does not apply to sites used for SFR purposes or to canopy-mounted signs.
(d) Canopy-mounted signs. A canopy-mounted sign may not:
(1) Be separate from the canopy, either structurally or visually (from all viewpoints within a street
area or within a residential building it must appear to be part of the canopy itself, not attached or
suspended);
(2) Exceed the aggregate size limits set out in table 3-2 of section 6-28; or
(3) Be mounted on a facade other than the one used to calculate the relevant facade area (RFA)
for table 3-2 of section 6-28.
This subsection does not apply to sites used for SFR purposes.
(e) Maximum height. No part of any sign may have a height greater than eight feet. Exception: signs
painted on, or affixed directly to, the surface of a building wall or canopy may extend as high as the
wall at the point of attachment, if the sign does not face any site within 200 feet used for SFR
purposes.
(f) Coordinated design. All signs related to a shopping center (or other premises with either a common
owner or occupant) shall conform to a master sign plan for the whole premises. A master sign plan is
not effective unless it is:
(1) Submitted by the owner(s) of the premises;
(2) Approved by the building official; and
(3) Recorded in the real property records of the county. To be approved by the building official, the
plan must require that each sign, to the greatest degree practicable:
Page 2
a. Have visible elements made of the same materials (Exception: this does not apply to
allowed temporary signs); and
b. Use coordinated design features.
This subsection does not apply to sites used for SFR purposes.
(Code 2003, § 3.207)
Sec. 6-26. - Location, construction.
(a) Generally. Signs may only be placed and constructed in such places and in such a manner that they
will not create a traffic, storm, personal injury or fire hazard. Signs are subject to the zoning
ordinance (which regulates, for example, height, placement in yards and orientation on certain corner
sites) and all the other applicable regulations.
(b) Building sites. No sign may be located outside a building site, except for signs duly authorized in
street areas and other areas owned or leased by the city. Any sign advertising the name of any
business or institution, or advertising anything for sale or lease, must be: (i) located on the same
building site where the business or institution is located and operated, or the same building site
where the thing is actually for sale or lease, as the case may be, and (ii) covered, blanked-out or
concealed within 30 days following the day when the business or institution ceases to be located or
operated on the site (or the day when the thing is no longer for sale or lease on the site, as the case
may be).
(c) Screening. The rear of each fixed sign shall be screened so that the supporting structural members
are not readily visible by a person:
(1) Upon a street area;
(2) Upon any site used for SFR purposes; or
(3) Within any building used for SFR purposes.
Lattice work, plantings, sign display area or another part of a structure may be used for such
screening. Exception: The screening requirement does not apply to structural members that are
completely integrated into the design of the sign, both structurally and visually.
(d) Condition and appearance. Every sign, and its screening, shall be kept in good condition as to
structure and appearance.
(e) Power lines. No part of any sign may be located within ten feet of any power line.
(Code 2003, § 3.208; Ord. No. 1896, § 1, 5-11-2009)
Page 3
0 Cii,
The City of West University Place
....)
A Neighborhood City
NOTICE OF BUILDING AND STANDARDS COMMISSION HEARING
The Building and Standards Commission ("BSC") of the City of West University Place, Texas
("City") will hold a public hearing in the Bill Watson Conference Room of the municipal
building, 3800 University Boulevard, City of West University Place, Texas 77005, during a
meeting set to begin at 6:00 p.m. on January 7, 2016. The purpose of the hearing is to provide
an opportunity for all persons to be heard in relation to the following matter:
Address of the site: 4004 Bellaire Blvd,West University Place, TX 77005
Legal Description of the Site: LT 6 & TR 5B BLK 87,WEST UNIVERSITY PLACE
SEC 2
Docket No.: 2015-04 Applicant: Accent Signs & Awnings
Action Requested: Variance to Chapter 6 Article II requesting approval to refurbish and
remodel existing sign adjacent to Bellaire Blvd.
Additional Details: The proposed changes to the sign would result in the sign losing its Prior
Nonconforming(PNC) status. To retain PNC status the sign face only is allowed to be changed.
Applicable regulations include the City's Development Regulations, Chapter 18 and Chapter 70
of the Code of Ordinances, Texas Local Government Code and the rules of the BSC. Additional
details on such matters, as well as the applicable regulations are available for public inspection in
the Public Works Center, 3826 Amherst, West University Place, 77005 and are posted on the
city's website at http://www.westutx.gov/284/Building-Standards-Commission. Any person
interested in such matters should attend the hearing.
/f you plan to attend this public meeting and you have a disability that requires special arrangements at the meeting,please contact the
Development Services Office at 713-662-5834 in advance of the meeting. Reasonable accommodations will be made to assist your
participation in the meeting. The Municipal Building is wheel chair accessible from the west entrance and specially marked parking
spaces are available in the southwest parking area.
Signed:.Tosie N. 3-fayes, for the BSC on December 22, 2015.
Clay Chew, Building Official, cchew(a vestutx.gov 713-662-5830
3800 University Boulevard I West University Place, TX 77005 I www.westutx.gov