HomeMy WebLinkAboutNSFR2012-2553July 5, 2012
Clydene Parker Johnson
520 Dooley Court
Grapevine, TX 76051
RE: BOARD • ZONING ADJUSTMENT CASE #BZA12-05
812 West Sunset Street, proposed to be platted as Lot 1, Block 1, Johnson
Addon
Mr. Johnson,
This letter confirms on July 2, 2012, the Board of Zoning Adjustment approved the following
request:
Section 15.F.2., "R-7.5" Single Family District, Density Requirements, requires a
minimum lot area of 7,500 square feet. The Board approved a variance of 554-square
feet, allowing a lot area of 6,946 square feet for a proposed lot.
Section 15.G.1., "R-7.5" Single Family District, Area Regulations requires a minimum
front yard of 30-feet. The Board approved a variance of ten-feet (10'), allowing a front yard
setback of 20-feet for a proposed lot.
Section 15.G.4., "R-7.5" Single Family District, Area Regulations requires a minimum
lot width of 65-feet. The Board approved a variance of five-feet (5'), allowing a lot width of
60-feet for a proposed lot.
Please do not hesitate contacting our office if you have any questions. A copy of the minutes
will be available after they have been approved at the next regular Board of Zoning
Adjustment meeting. If you need a copy for your records, please contact Connie Cook at
817-410-3158.
Thank you,
4"-" 4-
11-6 _�_' It-, 'ol_ _��,,•—
Ron Stombaugh
Planning and Development Manager
cc: Don Ellison, Plans Examiner
Allen Hunt, Plans Examiner
Dn"FLOPMENT S_ERVTCES DUARTMENT
The Ciry of Grapevine - PO. Box 95104 - Grapevine, Texas 76099 - (817) 410-3154
Fax (817) 410-3018 b www.grapevinetexas.gov
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MECHANICAL
CITY OF GRAPEVINE
ELECTRICAL PLUMBING
PERMIT APPLICATION
(PLEASE PRINT)
FUEL GAS
PERMIT#
BLDG. PERMIT #/ 9 _� 5-5 -2
DATE: _p 10 2012
JOB ADDRESS: L SUITE
DESCRIPTION OF WORK: lIV96
PROPERTY OWNER:
IG CO CON A rtNG CeP
Y�/
ADDRESS:
CITY/STA'rFJZIP:
CITY
PHONE NUMBER ////
PHONrrll�/
pjf
TYPE OF OCCUPANCY
BUILDING AREA
(SQ FT)
PERMIT FEES
AMOUNT DUE
EACH TRADE
I. R-3
1- 749
$ 33.25
SINGLE FAMILY, DUPLEX
750- 1,199
$ 49.88
TOWNHOUSE,
1,200- 1,500
$ 63.18
NEW CONSTRUCTION &
1,501- 1,750
$ 76.48
ADDITIONS (PER UNIT)
1,751- 2,000
$ 8143
2,001- 2,250
$ 89.78
TOTAL SQ.FOOT UNDER
2,251- 3,000
$ 96.43,
ROOF
3,001- 3,500
3,501- 4,000
$ 103.08
$ 109.73
$
4,001+
$ 120.37
EACH TRADE
11. A, E, 1, R-1
1- 500
$ 37.00
HOTELS, APARTMENTS,
501 -100,000
$ 17.50+.035 PER
DRINKINGIDINING,
100,001 - 500,000
$ 3,500.00+.03 SQUARE
EDUCATIONAL, ASSEMBLY,
500,001+
$15,000.00+.02 FOOT
$
INSTITUTIONAL
EACH TRADE
Ill. B, F, H, IM, S, U
1- 500
$ 37.00
OFFICE, RETAIL, WHOLESALE,
501- 50,000
$ 32.00+,01 PER
1
GARAGES, FACTORIES,
50,001- 100,000
$ 182.00+ .007 SQUARE
WORKSHOPS, SERVICE
100,001+
$ 582.00+ k03 FOOT
$
STATIONS, WAREHOUSE
CONTRACT
EACH TRADE
IV. ANY OCCUPANCY GROUP
VALUATION OF
WORK
FINISH-OUTS,
SHELL COMPLETIONS,
0- 500
$ 37.00
ALTERATIONS OR
501- 1,500
$ 45.00
STAND ALONE PERMITS
1,501- 3.000
$ 57,00
3,001- 5,000
$ 72.00
CONTRACT VALUATION OF WORK:
5,001- 50,000
$ 27.00+,009
50,001- 100,000
$ 127.00+ .007 PER
$
100,001- 500,000
500,001+
$ 327.00+,005 DOLLAR
$1,327.00+ ,003 TVALUATION
$
EACH TRADE
V. MISCELLANEOUS
IRRIGATION SYSTEMS
$ 37.00
MOBILE HOME SERVICE
$ 37.00
TEMPORARY POLE SERVICE
$ 37.00
SWIMMING POOLS
$ 37.00
SIGN ELECTRIC
$ 37.00
$
OAFORMSW APPLICATIONS - FEEMMEP APPLICATION 4-1 l.doc
PLAN SUBMITTAL:
WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING
OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED
PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE
OTHERWISE REQUIRED BY STATE LAW.
OTHER INSPECTIONS AND FEES:
• INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINI MUM) .................. ............................. $42.001HOUR*
• REINSPECTION FEES ................................................................................... ............................... $42.00
• PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED ....... ................. ............................... $37.00
• INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (112 HOUR MINIMUM) .. ....................$42.00 /HOUR
• ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO
APPROVEDPLANS.... ..... -' ..............................................,.......... ............................... ....................$42.00 /HOUR
• BUILDING PERMIT FEES FOR THE GRAPEVINE- COLLEYVILLE INDEPENDENT SCHOOL DISTRICT
SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE
• FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS"
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE
PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE
WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF
THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF
GRAPEVINE.
I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR
LOCAL LAW REGARQWG ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,
AND THAT VERIFIC I N OF EN RGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST.
SIGNATURE OF CONT C R OR AUTHORIZED AGENT PRINTED NAME
(OR HOMEOWNER FO HOMEOWNERS PERMITS)
PHONE##: P-! tt' `+ -/l �61
EMAIL:
*OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER.
- ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS.
5121rot REVISED: '14/07, 5106. 2107, 7107, 8109, 11109, 4/11
� � o' am e.
0AFORMSM APPLICATIONS - FEESIMEP APPLICATION 4.11.doe
6o.ao I ,
$wgl1
517E PLAN NOTES _
BVILDER TO VERIFY LOLATION - N
BUILDING LINE5. EASEMENTS, AND 51:
SETBACKS PftIOP. TO GONSTRUOTIO}
51 71-'-: FL./
LOT:
Grapevine, T<
ZCNEn: - - --
COMP: ISM
0 20' 40'
Al
CITY OF GRAPEVINE
ADDRESS: 2 V1. SO
PERMIT NUMBER: AJ S 1~ P- - 12- ' 25'53
INSPECTIONS FOR TEMPORARY POWER MUST BE REQUESTED
410-3010
ml! t.
o Vorntxeop
10/10/00 Revised: 4/10/02
PRINT NAME: DATE:
g ".7.
CITY OF GRAPEVINE
TEMPORARY GAS RELEASE
DRESS: u h
PERMIT NUMBER: N s Pg -12 - 2:553
INSPECTIONS _ TEMPORARY GAS MUST BE REQUESTED
,.
��,Gs� -�". tt1a4IJL
PRIN E: DATE:
BUi Dl OFFIGI SIGNATURE:
a:lformlGtemp
1Qt12/00 Revised: 4/10/02
u %41/z
DATE:
GRAHAM-MARTIN, LT . Engineering Consultants
2100 N. Hwy 360, Suite 201 Texas Reg. Eng. Firm F -8336
Grand Prairie, TX 75050
(972) 647 -1025 / (972) 647 -2630 Fax
July 23, 2012
Crestmont Custom Homes
5340 Chatsworth Lane
Fort Worth, TX 76244
Re: 'f 1 Block 1
/'82 1 W. Sunset Street
Johnson Edition, Grapevine
Plan: Johnson Residence
GML# 038687
To Whom it May Concern:
The foundation for the above referenced location has been designed and evaluated in
accordance with the latest recommendations as set forth by the Post - Tensioning Institute's
publication: Design and Construction of Post - Tensiohed Slabs on Ground, Second Edition,
1996. It has also bed designed in accordanceth the current 1997 Uniform Building
Code, the 2003, 2066 and 2009 International Residential Codes, the 2006 and 2009
International Building Codes, and standard engineering practices. The pertinent soils
information utilized in the design was obtained from the following geo- technical investigation:
Report by: Jerold W. Klug, P.E.
Report #: N/A
Dated: 7/16/2012 EmCI: 9.0'
Qa: 1500 EmEI: 4.9'
PI: 15 YmCI: 0.63"
PVR: 0.9" YmEI: 0.96"
Sincerely,
NNIElk��
BiirGraham, P.E.
Principal
UL 2 4 201Z
01- TF1lii
......... .
BILL GRAHAM
................................
3 : p 67899
1 o� .FG J ..........
It. ONAL °
� GRAHAM-MARTIN, LTD~ Engmieering C000ubao1y
�
2l0UN. Hwy 3hO Suite 201 Texas Reg. Env. FricuE-8336
Grand Prairie, T}{75U50
(972)647-|025/(g72}847-2630Fax
August 23, 2012
Cmomont Custom Homes
534O Chatsworth Lane
Fort Worth, TX 76244
Re: Pier Inspection
Lot Block
812 W. Sunset Street
Johnson Edition, Grapevine
Plan: Johnson Residence
GyWL# 038687
|DSpHC[iOn# 018010
Inspection Date: 8/16/2812
To Whom it May Concern:
Please let this letter serve as written certification that a pier hole inspection was performed
prior to the placement of concrete by an authorized representative of Gnaham+K4artin. Lid. at
the above referenced address. All pier hole diameters and depths were correct asspecified
on the engineer's plan. The number of pier holes and their location also corresponded tothe
engineer's plan.
Ginomn*iu
GRAHAM-MARTIN, LTD.
Bill Graham, P.E.
Principal
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SUBTERRANEAN TERMITE PRE-CONSTRUCTION E NT DISCLOSURE FOR EACH ESTIMATE
- PEST C{N tJROJ COMPANT . _ _ r . � s a�w>e yoGt nee iP P 7r xs 5lr et r�r nesr t f^ rn' a cC
Name .0 ' ,? - :i :. __ = ........ TPCLIS
i Adtlre9s, . .,w�.. 2� Sts", Z1,rhte
-
CUSTOMER INFORMATIONt
Phone. *1 _,...
Address C, t
_ i .�, _... W Gird .a. k . v.. Zip Code __.
Location I, be, Treated,
For aw treatments there will be a diagram showing exacts what will he created prior to the beginning of treatment Rsu 2w t e pest c,ke prnvut d ie you ai t, me (o= runsrnum eatr etlt
standards. Remember" yo. r archltrs or design etg:neers s; edfircalms most also be, fotidwed, uMess fay are iri vra(abon of pre raw, Rev ew u v ume rdtt, muRr x cheat tar (u ze.
miumraticy! 11 yr u have any que,.turns, comad the r y or the Texas Strwval Pest Witral Boa °d, RO Do 1927, Atrim TX 76767,1971, Te1erAo -no number f512'i W5,1tt150
BrPnre arslc ci gaWrote treatntonq fhe company ' will present atontpEete diagram ofthesirurtu ;ertciudingto�strurttanaetails Wheria.inctructs nptevenit.pedosmarce
at a IW treatment. in 3 %ordance with a bid for fait treatrrtt +4, any change to a parlial treaty tent by She company providing the treatment will be perrntueo 3` the owner o° the structLie,.;r the
person in charge rf the orinstruetionardthe cer0ed appl,�ator for the pest cor troi company s a statement aitestngto the cartstrusboncoudilons Thearsrecrrteht roust he attached Wlte
contract with an amended diagram show4ng the exact areas to be treated Copies must be sent to the owner of the property within seven days of th' application
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Ty°ai of treatovnt proposed tcheck fba+ « p #' D Full O Para2 (3 tNcrvCi Bat t1 £ ma coal S mks r a vah TcNaE scuar ®ice° k he LFa ss1 t
Togatneart2etioP iraa k Mxim erneasurem Ws ofstructta;efett„t"etr teci.
A lab,,; o?
he op aniagn of the bet cttid?rSa V" dt apnk:d at rniq kraal on Is .., , z._._.,,, _
THE SUBTERRANEAN TERMITE PRECONSTRUCTION TREATMEN t BUILDERS GUIDE IS ATTACHEOON BACK tSPCII041 . THE BOARD APPROVED SUBTERRANEAN
TERMITE PRECONSTRLIOPON TREATMENT BUILDERS GUIDE MUST BE PROVIDED TO, AND SIGNED BYTHE CONTRACTOR OR PURCHASER OF THE
b PRECONSTRUCTION TREATMENT SERVICE. Cora" "lo details of waraar °ly h, any; orxjo rvg tMe per*d of warranty. rt }uaa r(2 has t ni" ooi ga inns 0, "re, o;nlrac'ling �
f parties 7s attached P the :van an y rhrs tout i,rAjdP sire stru tow treated the rr+ r udnt it sae Warrant; i a e t oec y I
A Oleel a eI W is en
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ig 'W e' of iechn cone r , es Nivr & La>¢, S ntu,c r. U.,„�t„a. t nets
1A, Wteaa a7rvrfk ° §mo�e #re,wdnr Yx lrmCtlRB <C,uarce• r ... , ,.. ,. _ x _.
Egiva"opy'M9 '1111,15-15
TITLE INSPECTOR
191-11
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- - - - - - -
STRA D AT L
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BEAM STRAND 4' -0" ON CENTER MAX
7774
TAKE SUPPQRTS SPACE O 48
EAM STRAND
ON CENTER MAX EAM STRAND
AS REQ'D
20 d
20 d
AS REQ'D
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NAILS
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WOOD FORMS
WOOD FORMS
DEAD END ANCHOR
STRESSING ANCHOR
(8' -0" DRAPE 18EAMS LESS
THAN 36' DEEE
TYP.
MATERIALS
3. Trenches for plumbing lines shall not be located directly under (parallel to)
15. All stressing shall be dens with a hydraulic jock equipped with
1. All concrete shall have a minimum 28 -day compressive strength f'c =
grade beams. Place plumbing lines perpendicular to beams. Place bockfill in
accurate, calibrated gauge. Strands shall be cut i" from the wedges and all
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3000 psi. Compressive strength at time of stressing, f 6 shall be at least
conformance with compaction specifications. We recommend a cloy plug or
stressing pockets shall be clean of grease and dirt and filled with grout
2500 psi. Stressing should occur within 7 to 10 days after placement of
low strength concrete plug be used to seal the trench where it passes under
within seven days after stressing operation.
_I
concrete. The concrete mix designs shall be proportioned to minimize the
the foundations perimeter.
in
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adverse effects of climate at the time of year the concrete is pieced. Use of
16. Graham - Martin, Ltd. recommends expansion joints brick veneer at
workability admixtures and air entrainment is permitted and must be noted on
4. All beam soffits must be founded a minimum of 6" into undisturbed soils
approximately 20' -0" on center.
i-
mix designs. Admixtures, if used, should impart the properties of low water
or properly compacted fill soils, unless specified otherwise by a registered
Lt 1
content, good flow ability, minimum bleed and expansion. Its formulation
geo- technical engineer. Beam depths may be increased to a maximum of 34
DESIGN
should contain no chemicals harmful to the post - tensioning steel or cement.
in, to meet these minimum depth requirements with additional reinforcement.
Admixtures containing chlorides, fluorides, sulphites and nitrates are not
Refer to Detail "S" for reinforcing beams over 34 inches in depth. Contact
1. The post - tensioned design of this foundation has been evaluated using the
permitted. Flyash permitted only with written approval of mix design by
our office if this detail does not appear on your drawings.
latest recommendations as set forth by the Post- Tensioning Institute In their
_I
Engineer of Record.
publications DESIGN AND CONSTRUCTION OF POST - TENSIONED SLABS -ON-
Q
5. If solid rock is encountered during trenching for beams, grade beam depth
GROUND, Second Edition and /or Third Edition and industry- stondard
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2. All reinforcing steel shall be new billet steel conforming to A.S.T.M. A -615,
may be reduced. Beams need to penetrate solid rock only to achieve a
engineering practices.
_
ar
or
grade 60.3 reb may be Grade 40. Reinforcement shall be free of rust
minimum depth of 12 inches with a minimum rock embedment of 4 inches.
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and deleterious als.
Depth to solid rock shall be determined by a registered geo - technical
2. This post- tensioned ground - supported slab design reflects the minimum
i-
engineer'
requirements Headed to allow this structural system to adequately perform in
3. The post- tenston(n stem and materials shall conform to the
P g system
con)unction with the design soil parameters provided by the geo - technical
to but instead, to limit
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Post-Tensioning Institute's specifications for unbonded single strand tendons
6. Piers may be used only when specifically designed and detailed on our
engineering report. The intent is not eliminate,
end shall also conform to ACI 318, Chapter 18 or ACI Report #423. 3R -83.
plans, *Partial* piering of foundations is strictly forbidden.
excessive foundation flexure so that differential movements of the soil will not
cause unreasonable distress to the superstructure.
4. All prestressing steel shall be 1/2" diameter, 270 ksi seven wire
low- in ASTM A -416, free
7. Delivery of post - tensioned materials shall be coordinated to ensure that
All
3. Framework in the superstructure shall be designed to withstand flexure of
V)
reloxation strand manufactured accordance with
from corrosion and coated with a corrosion protective grease inside of a high
materials are not exposed to weather for an extended period. materials
shall be labeled for easy installation.
the slab associated with seasonal soil movements. This should include
W
density polyethylene or polypropylene sheathing. Minimum sheathing thickness
expansion joints in the brick veneers.
shall be 40 mil.
8. All strand placement and stressing shall be under the supervision of an
individual qualified and experienced the poet - tensioned industry. Dead
4. Care should be taken to maintain on even soil moisture content in the
5. All tendons shall be stressed to BOX GUTS and anchored at 70% GUTS as
ends and stressing ends may be reversed at contractor's option.
soils around the foundation so that seasonal soil movements are limited.
Before, during and after construction, grading and drainage should be
z
per ACI.
Construction joints are not permitted unless specifically detailed on plane.
provided so that water does not collect near or under the foundation.
CONSTRUCTION
9. If strand sheathing is damaged and the strand is exposed more than 2",
5. The builder shall advise the owner of proper site maintenance. The owner
Q
1. Before proceeding with any work or ordering of materials, the builder
it should be repaired to prevent bonding of concrete to strand. This does
'
not apply within 16 of the dead and anchor. No exposed bare strand is
maintain proper grading and drainage away from the foundation. The
maintain the site with an even and constant moisture
ii
and /or subcontractor shall verify all dimensions and locations of building
components. The architectural drawings shall be used for placement of
Permitted close to stressing anchor (refer to detail jj4).
owner shall also
content around the entire foundation. Any uneven moisture conditions should
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formwork, including slab drops and openings. These foundation design
10, Sufficient support bars and chairs shall be provided to maintain proper
be remedied to limit excessive movements in the foundation.
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drawings are to be used for location of slab reinforcements only. DO NOT
SET FORMS FROM THESE DRAWINGS.
strand profile during concrete placement. Strand and bars shall be supported
P 9 P PP
6. Large trees should be removed early in site preparation in order to allow
Ill
on chairs and tied at all intersections of 4' -0" maximum spacing.
the moisture content of the soils to stabilize. Heavy vegetation (such as
2. All fill materials shall have a plasticity index of 20 or less and must be
compacted as follows unless specified otherwise by a registered geo- technical
11. Provide 1 i/2" clearance to strand at all plumbing stocks, blackouts, etc.
trees or moisture absorbing shrubs) within 10' -0" of the perimeter of the
foundation may cause excessive desiccation of the foundation support soils.
D1133:
engineer.
Horizontal deviotions shall be tronsitioned at 1:6 minimum.
We recommend that trees be planted a distance from the foundation equal to
6�
Cohesive Soils (Clay):
"Slab -On- Grade": compact to minimum 95X Standard Proctor
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the Concrete placement shall be done g such a manner as to insure that
the alignment of strands and reinforcing steal does not change.
their mature height.
7• This design is based on information provided b the client and/or the
9 P Y /
£ OF t
DRAWN:
density.
- "Piered ": compacct to minimum 90% of Standard Proctor density.
13. Strand placement shall conform to the following tolerances: 1/2"
goo- technical engineer. We did not visit this site and /or conduct any
evaluations at this site. The builder shall verify that the use of this
,� *t_........ -,F+
y
10
Conform to ASTM D698 and FHA Sheet 79 -G. Maintain moisture at 3%
vertical, 12" horizontal 1:6 transition required) in slab and 1" vertical and 1"
foundation is appropriate for the conditions of this site.
M
�zr
tan above optimum. horizontal in beams. .......... -
67899
Cohesioniess soils (sand and silt): compact to a relative density between
14. Insure proper vibration of concrete around oil anchorages. Anchors - and
8. This design is specific to the referenced site, Use of this design at any
other site is strictly prohibited and Graham- Martin, Ltd. accepts no liability
9L Q:
75X and 85% at a moisture content above 7 %.
Compacted fills 5' -0" beyond the foundation
grommets must be securely fastened to form boards to prevent entry of
cement into wedge seating areas.
for such. Reproduction or reuse, in part or whole, for any other use is
TONAL �f
2
shall extend a minimum of
perimeter.
paste
prohibited.
or
sEms'rs
60.00
A// tv
•
25' REAR 5Ll::)0. LINE
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lu
—
i
25' BLD
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m
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A
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CITY OF GI
RELEASI
CONSTR
91-M PLAN NOTE -5
BUILDER To VERIFY LOCATION OF HOUSE,
MlLnNe LIKES, EASEMENTS, AND SIDEYARD,
Sr=TBAc<q PRIOR T--,-,ONSTRU,--TlON. I
orapoviinc, Toxce
ZONF:ID:
Nm��fl
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w
8/2 W. SUNSET ST. a�a � s��5�t � ;��� sp
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ANY WORK IN CONFLICT
ZONING ORDINANCE
-: KEPT ON
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