HomeMy WebLinkAbout33 Dorsey McCrory 8.10.76 Nimitz and CoonerWNI~ 0 8NI ~ avis 0 D ·oN ·.>118 ·oN 101 "lc-ll c---tf a~oa
REQUEST FOR INSPECTIOiJ .S-:L CJ~
.Jate
Electrical Plumb5.ng
1 st ___ _ 1st __ _
2nd __ _ 2nd_ 2nd _._
.,
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Framing Inspection Ch e ck .List
I GENERAL
Conf orms to floor plan
Garage conn e ction if required
II PLATES
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. ~) " . B~l ts in place, fastened
~2) Fastener spacing
~(J) All isolated plates secure against movement
C:JJ.-~fz;J-Plates treated wh ere required by plans
III WAlL FR.f\J1ING
Wind bracing installed, nailed by schedule
Corner framing
Studs at op ening
Spacing of studs
Penetrations of top plates and studs
Nailing-secure a gainst twisting; nail schedule
Sheathing in place \.mere required by plans
Nailing schedule of sheathing or siding
Header size as p er plans
Fit of cripples at openings
Framed sill height in bedroom window
Firestop at stairs or floor & c eiling level
IV . ROOF FRAMING
Collar braces in place
Ridge, valleys correct size
Bracing and rafter spans as per plans
Rafter size, spacing, grade as per plans
Rafter nailing as per schedule; ha.11.g ers as required
Roof deck edge support, nailing schedule
Tenna.11.t separation in plac e if required on plan
Attic vent present
v CEILING JOISTS I FLOOR JOISTS
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Size grade and spacing as p er plans
Adequate bearing or hangers or ledger as required
Nailing sche dule
Lower chord tie if requir ed.
Fireplace clearance
Penetrations correctly sized a.11.d located
Bridging over bearing walls, on floor joist spans over
12 feet in all but one and two family
nspector 7
fl'"' Pag'e 2 of 2
RE QUE ST FOR VARIAN CE
Pre s en t z oning of land in que s tion.~__.R""-'--~3'--~~-
Section of ordinan ce from which variance i s sou ght~~_.;6~-~G=-=-·~3'------~~~~~
Th e followin g specific variat ion from the ordinance i s r equest ed : _______ _
T o a llow a s tructure to r e m a in at 6 . 7 feet f rom the s i.d e prope r ty line
at o ne ,e n d a n d 7 .4 f eet a t the othe r, a ss uming the se to be accurate d ata .
This variance i s neces s ary due to the following unique and special conditions
of the land not found in like districts:
1 .A .majority of other buildings in the addition are built with lesser side
s e t back requirements,
2. The new str11ct11re in q11estian is weJJ b11ilt, has elicited many favorable
comments as to ~ its ~ppearance and is believed to enhance the appea ranee
of the n eighborhood and !Jroperty values there.
The following al~ernatives to the requested variance are possible:~~~~~~~-
This variance will not be contrary to the public interest by virtue of the following
The new structure was built to provide relatively low cost re'.ltal uni.ts close
facts: to the university. They were rented immediately by prospective tenants
upon s e eing them, and we have had numerous subsequent requests for them.
~ll uni.ts are lea sed for the coming school year, wi.th leases call i.ng for
o c cupa n c y jn mid-August. S e e atta ched copy of a lease, and a letter from a
pare nt.
(Se e attached page)
his application are true and correct. cf4/a:/V0
ate ·
Page 2 of 2 Cont.
The city street, Nimitz, that the structure parallels encroaches
upon the lot throughout most of its length to the extent of over
three feet at th e juncture of Nimitz and Cooner streets rraking un-
int e ntional errors in strict conioliance with set ba ck requirements
much r:nore possible.
A registered e ngin eer was employed to set stakes on the prop et~ty
line bordering Nimitz s treet for set ba ck measuring purposes,
and one o f the finest and most experienced builders in Brazos
County laid out the foundation perimeter. Neither of these fine
men would intentionally violate the prescribed set back requirements
and certainly would not intentionally place the owner's structure
in jeopardy.
It appears that the surveyor's fractional dimentions are in tenths of
feet. Accepting his data, this would mean that the south corner of
the structure is set back about 7 feet and five inches from the pro-
p e rty line whereas the northwest corner is six feet and eight and one
half inches, which hopefully suggests that any error in set back was
an honest and unintentional mistake. However, a gain accepting the
surveyor's data that the foundation of the structure is 22. 6 feet wide,
this translates into slightly over 22 feet and 7 inches. The owner • has asked several individuals to measure the width of the foundation
using conventional tapes graduated in feet and inches and the widest read-
ing given him has been 22 ft. andfive inches. The architects design
width was 22 feet and six inches. Again, this also hopefully suggests
that variations and unintentional errors in measurements can and do
o ccur.
The adjace nt property owner whose actions necessitated this re-
quest first contacted the owner when the structure had been under const-
ruction three months. By then finish work had begun, all subcontractors
w ere on the last phase of their work, all materials and appliances had
be e n ordered, and permanent financing arranged. We are very pleased
with the structure and proud of its acceptance by prospective tenants.
To deny its completion and occupancy at this late date would be a heavy
price to pay.
I •
TELEP HONE
(713 ) 779-3 555
July 22, 1976
W. F. Koehler
Building Official
Box 9960
FR AN!\ STEE L MAN
ATTORN EY AT LAW
116 NORTH WASHINGTON
B RYAN . TEX AS 77801
College Station, Texas 77840
Re: Burkhalter vs . McCrory
Dear Mr . Koehler:
Enclosed is a platt prepared by Spencer J . Buchanan and Asso-
c~ates Inc. The surveyor who prepared the platt is Donald W.
Bockman. Mr . Bockman reflects that Lot 5, which is owned by
D. E. McCrory has two (2) buildings under construction on it
which infringe the 7 1/2 foot easement for buildings accord-
ing to the building code of the City of College Station.
I represent Mr. James Burkhalter, who owns Lot 4, the adjoin-
ing lot . Mr . Burkhalter of course is upset in that he feels
that his property is being damaged by Mr . McCrory's construc-
tion inside the building easement.
Mr. Bockman tells me that he has talked with the surveyor who
works for Bryan Engineering, who had prepared a survey for
Mr. McCrory. Mr. Bockman sa i d that there is no difference in
the survey prepared by Bryan Engineering and the one prepared
by Spencer J . Buchanan and Associates Inc. They both have the
boundary line of Lot 4 and Lot 5 in the same location.
Thank you for your prompt attention to this matter.
FS/dd
Enclosure
Frank Steelman
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COON ER'S ADDITION
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RICHARD CARTER LEAGUE, A-8
COLLEGE STATION, BRAZOS COUNTY, TEX.<\S
Sl'fNCU J. WOIANAN AND ASSOCIATH, INC .
(Oftr&Jl ll""1G f:NiCM';fftS llYAH . TfXAS
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CITY OF COLLEGE STATIO N
POST OFFICE BOX 9960 1101 TEXAS AVENUE
COLLEGE STATION. TEXAS 77840
July 22, 1976
Mr. D. E. McCrory
2109 Langford Circle
College Station, Texas 77840
Dear Mr. McCrory:
I have received a letter today from Mr. Frank Steelman
representing Mr. James Burkhalter along with a co py of a
plat which indicates that the apartment building under construction
at 308 Cooner Street is nearer than 7 1/2 feet to the interior
lo·t line.
-We mu.;Jt requite )6ti to stopa:r;i,y further wo i::-k-o~h-i-s--
-Projest ua:t:il t-~~plia:nee w-tth-the;,-Zoning-6?.'di:n;ince
is resolved. ;::br~d'r PYvr.< /J ,7 / lie r n l.. or /h: OtnkleI .. pj/~
It appears that you have two alternatives which would
resolve this matter to the satisfaction of the City:
(1) Reconstruct the northwest wall to meet the
setback requirement or,
(2) Obtain from the Zoning Board of Adjustment
a variance to the side setback requirement
of the Zoning Ordinance
Forms for presenting a case to the Board of Adjustment along
with information concerning the findings which the Board must
make in order to grant a variance are available from the Public
Works Clerk in the City Hall.
Sincerely,
William F. Koehler
Building Official
WFK:vlm
Page 1 of 2
APPLICATIO N
, File No .
Application Da te -------
Rec 1 d by -------
Name of Ap p licant D.E. McCro..!X_.---------~------------~
Address 210 9 Langford ---'---""---------------------------~-~~-
Phone Lo t 5 Block 3 Subdivision Cooner -------------------------
Descripti on , If applicable 308 Cooner St .
~------------------------~
Action requested : (Appeal , Nonconforming Use , Variance) _v_a_r_i_an_c_e ______ ~
Date set for hearing ------------------------------
Adjoiners notified --Ma iling Date ------------------------
NAME ADDRESS
From current tax roll s , College Station Tax Assessor
Page 2 of 2
RE.fQU-~ST FOR VARIAN CE
I
/ J Present zoning of land in question _ ___.R ___ -=3 __ _
Section of ordinance from wh ich variance is sought~~--'6~-_G.=;_:.~3'--~~~~~~~~-
The followin g specific variation from the ordinance is requested: ____ -~~~-
__ __.!_o allow a structure to remain at 6. 7 feet from the side property line .
at one end and 7. 4 feet at the other, assuming these to be accurate data.
This variance is necessary due to the following unique and special conditions
of the land not found in like districts:
1 .A. .majority of other buildings in the addition are buHt with lesser side
set back requirements.
2. The new structure in question is welJ b1iilt, has elicited many favorabl~
comments as to·:tts s;lppearance and is believed to enhance the appearance
of the neighborhood and f?roperty values there.
The following al~ernatives to the requested variance are possible:~~~~~~~-
This variance will not be contrary to the public interest by virtue of the following
The new structure was built to provide relatively low cost rental units close
facts: to the uniyersity. They were rented immediately h31 prospective tenants
upon seeing them, and we have had numerous subsequent requests for them.
All units are leased for the coming school year, with leases calling for , .
occupancy jn mid-August.. See attached copy of a lease, and a letter from a
parent.
(See attached page)
his application are true and correct. &4<c;11Z0 ate
REVIEW AND COMMENT: Fire Marshal
The Zoning Board of Adjustment has examined the facts presented herein and
reflected in the minutes of the public meeting of and have
determined that the requested variance (IS / IS NOT) contrary to the public
interest and that unique and special conditions (DO /DO NOT) exist as stated
herein and as reflected in the minutes of the Boardts proceedings and the variance
as requested herein (IS / IS NOT) approved subject to the ~ollow:trig terms and
conditions:
Chairperpo11, ·Zoning Board oJ Adjustment Date Filed
NOTE: Any person or persons or any tax~ayer or any officer, department, board,
commission or committee of the City, jointly or se¥erally, aggrieved by any
decision of the Board of Adjustment, may present to a court of record a petition,
verified, setting forth that such decision is illegal, in whole or in part,
specifying the grounds of the illegality. Such petition shall be presented to the
court within ten (10) days after the filing of the decision in the office of the
Board.
Page 2 of 2 Cont.
The city street, Ni.mi.tz, that the structure parallels encroaches
upon the lot throughout most of i.ts length to the extent of over
three feet at the juncture of Ni.mi.tz and C ooner streets rraki.ng un-
i.ntenti.onal errors i.n strict conp>li.ance wi.th set back requirements
much more possible.
A registered engineer was employed to set stakes on the property-
1 i.ne boraeri.ng Ni.mi.tz str.eet for set back measuring purposes,
and one of the finest and most experienced builders i.n Brazos
County lai.d out the foundation perimeter. Neither of these fi.ne
men would i.ntenti.onally vi.elate the prescribed set back requirements
and certainly would not i.ntenti.onally place the owner's structure
i.n jeopardy.
It appears that the surveyor's fractional di.mentions are i.n tenths of
feet. Accepting hi.s data, thi.s would mean that the south corner of
the structure i.s set back about 7 feet and five inches from the pro-
perty li.ne whereas the northwest corner i.s si.x feet and eight and one
half inches, which hopefully suggests that any error i.n set back was
an honest and uni.ntenti.onal mi.stake. However, again accepting the
surveyor's data that the foundation of the structure i.s 22.6 feet wide,
thi.s translates i.nto slightly over 22Z feet and 7 inches. The owner
has asked several i.ndi.vi.duals to measure the wi.dth of the foundation
using conventional tapes graduated i.n feet and inches and the widest read-
ing given hi.m has been 22 ft. andfi.ve inches. The architects design
width was 22 feet and si.x inches. Agai.n, thi.s also hopefully suggests
that vari.ati.ons and uni.ntenti.onal errors i.n measurements can and do
occur;-
The adjacent property owner whose , ,actions necessitated thi.s re-
quest first contacted the owner when the structuce had been under const-
ruction three months. By then fi.ni.sh work had begun1 all subcontractors
were on the last phase of their work, all materials and appliances had
been ordered, and permanent fi.nanci.ng arranged. We are very pleased
wi.th the structure and proud of i.ts acceptance by prospective tenants.
To deny i.ts completion and occupancy at thi.s late date would be a heavy
price to pay.
0 ".-2 y ,J [{/ :;:i'CV\
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