FEMA-EC050407 (2)T H E C I T Y O F
COPPELL
y A
0
BUILDING PERMIT APPLICATION
wrm --k- o 4 1 12 9 19 1
K77 Print or Type in a Clear, Legible Manner �F6 67-0
0 ��
Job Address: 11,$ ATi C-clfr
Date: 3 / 1? /tr
Lot: , 3 Block: A Subdivision: �I4N1�`j �(��
Q�1Gy± Phase or Section Number:
Owner: ��L� , I_
�tS ItZt'I LIAGS 1 Address: is ,, _ \ 1'
Il Z7 t Phone #
Contractor: It Address:C�¢p
Phone P. I�
Description of Work to be Done Class of Work: New ❑ Addition
❑ Alteration ❑ Repair ❑ Demolition
Area of Building in Square Feet
First Floor 2.1 Garage �ZC
Value of Work �y
to be Performed a�'��'
C � �,�
Second Floor Other
ck
8
GRAY AREA FOR OFFICE USE ONLY
NOTICE
,
This permit becomes null and void if work or construction authorized is not completed
b '
within 180 days.
I hereby certify that I have read and examined this application and know the same to be
true and correct. All provisions of laws and ordinances governing this type of work will
be complied with w ther specified herein or not. The granting of a permit does not
presume to give aut ri to violate or cancel the provisions of any other federal, state
or local law regulatin co struction or the performance of construction.
RiM AAL" MM
Signature o Tract r o orized Agent Print Name
,�
`_
m.
Electrical Contractor Plumbing C ntractor Mechanical Contractor
flip__
BUILDING INSPECTION -WHITE, APPRAISAL -YELLOW, CUSTOMER -PINK
Y
SURVEY SHOWING
THE PROPERTY LOCATED AT 128 TRINITY COURT, COPPELL,
TEXAS. LOT 13, BLOCK A, OF TRINITY SHORES ADDITION, AN
ADDITION TO THE CITY OF COPPELL, DALLAS COUNTY, TEXAS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
2002083, PAGE 28, OF THE MAP RECORDS OF DALLAS �•
COUNTY, TEXAS. �
SCALE: 1" = 30'
LOT 14
LLJ
R
0
Lo
Z
8 09
F
cb N
LEGEND
LOT 13 T
'�
BLOCK A
C°
G.M.
N
E.M.
ELECTRIC METER
B.C.
BACK OF CURB
M.B.MAIL
O
I.R.F.
N
29.0
LOT 12
FENCE
N
19-4--8.3
14.2
t
f�
FORM
TOP OF BOARDS - 450.94
18.8 2.0
TOP OF PAD • 460.02 8.3
0 13.2 .-
0 9.0 "1
21.7 ">
B25
TXU Ed
1/2"BC OND ROD &� S EASE81
ME
LENGTH
27
RAN -
TOP OF CURB - 448.19
128
TR INI T WAY
I, DONALD STEWART PEEBLES, DO HEREBY DECLARE THAT THE DRAWING SHOWN
HEREON ACCURATELY REPRESENTS AN ON THE GROUND SURVEY MADE UNDER MY
DIRECTION AND SUPERVISION, AND THAT ALL CORNERS HAVE BEEN SET OR
LOCATED AS SHOWN HEREON. ALSO THERE ARE NO ENCROACHMENTS OR
PROTRUSIONS EXCEPT AS SHOWN.
FURTHERMORE, THE PROPERTY DOES NOT LIE WITHIN THE 100—YEAR FLOODPLAIN
AS SHOWK'QN PLA
,4
DONALD STEWART PEEBLES R. L. S. # 2437
SCALE : 1" - 30'
DATE : MARCH 31, 2005
G. F. NO.:
PARTY CHIEF: N.K.
DRAWN BY: D.W.
CHECKED BY:
SURVEY NO.: 10909
INVOICE NO.:
FOUND
1/2.
IRON
BC -
0'
0,
,00 TDP OF CURB 440.'.!6
CO UR
f
fFls r i�, V
DONIALD S Pr ts..c
?437y
I[%"
PEEBLES & ASSOCIATES
CIVIL ENGINEERS AND PLANNERS
1321 BROWN TRAIL, SUITE C
BEDFORD, TEXAS 76022
(817) 662 - 0118
COPYRIGHT PEEBLES & ASSOCIATES 2005
LEGEND
P.P.
POWER POLE
W.M.
WATER METER
G.M.
GAS METER
E.M.
ELECTRIC METER
B.C.
BACK OF CURB
M.B.MAIL
BOX
I.R.F.
IRON ROD FOUND
O.H.E. OVERHEAD ELECTRIC
46-
FENCE
FOUND
1/2.
IRON
BC -
0'
0,
,00 TDP OF CURB 440.'.!6
CO UR
f
fFls r i�, V
DONIALD S Pr ts..c
?437y
I[%"
PEEBLES & ASSOCIATES
CIVIL ENGINEERS AND PLANNERS
1321 BROWN TRAIL, SUITE C
BEDFORD, TEXAS 76022
(817) 662 - 0118
COPYRIGHT PEEBLES & ASSOCIATES 2005
ioarwoaa
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to cwaractan w gen. Nam Sten
6)v'en MR Re It 3amelw RU.01 "In, to
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Trees out M Hnone i Irani den Ine loran,
pd aro,. The roofs of Mme Ire calx dry
In IM ed. T6eee 6y I. we Wean
Roane Malian. aih Lod be eulrufeed by
oppliw a Mm war to tial pudding. A
Rug ie n IMI IM crater, (Houling Iran
.1W remand be lake an veto, ewH."ng
wgMlwl w abed to fab We IM we,
9)0ulide IM buadny me: Refer IR aqa
In ate core a Trees eNch-we ". w we grad
to M Mm, w we w1hn 15 final of He a*
Of Me foundation.ywkbeen e a root beby Md
..ween, the perimeter Vada beam to a hath
of M ides below grade for a gMance of TI O
pM w Rater side al IM pont «west Me I,
o &to. of N Iwe WHO for Rath Vc. Ilia
dalwae na) Reil 1t be greater Ian Trees tin
anamy Mge w way clow la IM IandAim
If rests we eat.terd, tory now Re cul.
M9< Rtere r<wnel
Bean atrw atR
abm a stew an wed
t Plan ilea (RYpat).
1 3on1 e section, a1 .36
ter. 4*0.
An F
O Perimeter Root Barrier
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I -_
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pile, are aaead to dry 1 wM to :.,Irtxt.,
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le mound gena a
sMo y wnquW is
(D
r-lN Sew. wome.s )
-onlono. M1pkd d J6'
Berm LroN al anon IA
d'i mnpon dddt T1=
Table and dqM: 1'1/f Yqe mN d[e
firom lammtim
d lean 8'.
x� l 1.e ow dman,da rya
-le • 2C ac, win.
.Ie d It o,c. lame.
lean LK« ow,
enol on ped dM Iedcd)
`/M Iwvmb dem .ill in 10 IM M
W.R. and,
sto Sol ri' M
ped ao ew
p�-`y� ddnal b bob. Ld dish gree.
4nwior Gane
lam Beq,e_
nam hada wz Q -
rl se. phew II '' m
—it. M IT aG
-1-I. orownn too a all. &am Shea h
aNd,d known coon". 10 Sea Re. 1,
2CVI of ow
�ASmli a�rw e
jLaem stoma .tG
Ose OdN,1
tt SRmelwb lbs
O�LBew
S ra- , See Mdwil, II
Vcolumn facing
. Lan of W
Wine,
I.. $ ISWp n dr.
\l &Mn W,
Wh Sbdd oras wine
_ eon
�� 11 m�dPaed Y4 I uxa. )
16 Typical Beam Strand Elevation
yEN I d rr a4.
/I rr
WS'en
__-__-
ad �1
1
p'. • Ir at
, W a.
Ra. So oela ll Id
se. dNlrv[lim
Nunnfnn.
GJw Iy a BMT.
}y... Hf
Coal on suit,
can l.om Suv+l Dm
17 Typeal Beam TmIrstiocin at Drop
vacs
fflr ie
�t . Sri' and Wee
�w� IL n I
d ogre. L
Vent Pipe Elevation
IN au.
GEMRIL NOTES: S WQRAUE
IMeime Salm,
DESIGN:
LYgmwautl "So,
I) le provide a lamliwalTo
trawna9e orslwin, good
MnmeM1p, alMl W heal dial gelnvdal
design of and foundation las Igen Eased upon:
I Prem,Fg mtl lord flood slargam ideas
I� ksgn hall Cwulruefwn of Pot fen SMbron'GdM.
manctiw de M efdNWt.
eo
Bever Stn
7) In(erwliw it Coto 2003
heated Whir lir MN d it »l maw Ons,
WTERLALS:
'�f
M Ias
pnhlmsuned rFana Fundsawlaropp[e5s shall ewwm Renault
ort
I) No. AGI A2331IM. TeWMs snarl IN IOGlcaled from I/Z dim_ 27D
\
bi strand meeting ASTM AA16 (anent).
goersecon that Set), with the pollen of the tion,
own woa
Loped to tree. wise o nwhinurn m of =, The
And! croI IN
h used as longf arm and dM AlosexcliallW
Gds leu Own IN M Fa
Mh der LarrymIvend
suentiluled a mo or Specification. rer
conform to ASTM Ali Size No J Lail N maw. a "con,
ala
as dm
a Lapel or Irws. eW its Ialmn sod N cNeked
3) ed cwarele shall nae o minimum co pnsie strength of 2,000 pa
shsawS
yEN I d rr a4.
/I rr
WS'en
__-__-
ad �1
1
p'. • Ir at
, W a.
Ra. So oela ll Id
se. dNlrv[lim
Nunnfnn.
GJw Iy a BMT.
}y... Hf
Coal on suit,
can l.om Suv+l Dm
17 Typeal Beam TmIrstiocin at Drop
vacs
fflr ie
�t . Sri' and Wee
�w� IL n I
d ogre. L
Vent Pipe Elevation
IN au.
`Sane lad
2)
—4awl M !)
.en QdeN 1.
M Md M pie
r dhow win.
GEMRIL NOTES: S WQRAUE
IMeime Salm,
DESIGN:
LYgmwautl "So,
I) le provide a lamliwalTo
trawna9e orslwin, good
MnmeM1p, alMl W heal dial gelnvdal
design of and foundation las Igen Eased upon:
I Prem,Fg mtl lord flood slargam ideas
I� ksgn hall Cwulruefwn of Pot fen SMbron'GdM.
manctiw de M efdNWt.
PoshlMsion Imtilule, 1996.
Aesidenlial
2) Ines high peal d me treWo9e .0. shoe he
7) In(erwliw it Coto 2003
heated Whir lir MN d it »l maw Ons,
WTERLALS:
tw awvicee.
)) ill Odtam of the araage chdvel shat Fa
M Ias
pnhlmsuned rFana Fundsawlaropp[e5s shall ewwm Renault
ort
I) No. AGI A2331IM. TeWMs snarl IN IOGlcaled from I/Z dim_ 27D
aampwteJ sal (M ma), aW shall ke curd in
bi strand meeting ASTM AA16 (anent).
goersecon that Set), with the pollen of the tion,
2) Rehor enol 6e axed as hated M peons. Mandate dor aiwmten may
Loped to tree. wise o nwhinurn m of =, The
And! croI IN
h used as longf arm and dM AlosexcliallW
Gds leu Own IN M Fa
dope freckled enol d ch«kea whin w i strumenl p
suentiluled a mo or Specification. rer
conform to ASTM Ali Size No J Lail N maw. a "con,
shatype. Two Wake ebN he Mentha Mrsom with
ll
ja. trow sizes sod he grade 60.
a Lapel or Irws. eW its Ialmn sod N cNeked
3) ed cwarele shall nae o minimum co pnsie strength of 2,000 pa
with a Araydedge a 69id PJ[ pd. An, whax,
at time W Aressirngnme 1,000 ppvv al Mtloys choler content slwll
Mme, or mites will impede .old No.
se contrdled and m nnizedOtM1eno , cro na, due la spillage WI
al IM Mt., sill , da tap of the aoino)e clonel
he mcesene. %ashcimr, vEdllhes are ecanmeoM.
doll be We with .doth lobes.
PIU PREPNW110N:
5) Md her historic u tested. Inn Worded Pm shall
I) Negotiation of the WiWng poo is onnantant. SWM Lail not be placed w
So placed n the soy Wt. b the cull of thesddated
soil ms of arty tine unless IN fil b5 been considered
twevel. A raid Monoled tae s peldade. WI
n ins design, or the ship is Supported on Mm UMed specified olner-
f. ape may d Word if 'nMow carefulY
wise h the sol renal. all fills shad N compacted W IF Prmlor
domet, according to fIW dols sheet Y4G. Otto lift must be b" 8,
5) Clew 9ro et mor inn he paced abed eq dewed
thickness with constellation of each lover. Malec shop h add
eroding
1N Trialed a,en Ins ell ped k n
pm ppe q pace.
accordingto the soils e��rggim.s sp«iliwan. dna sod N maintained
1N ghat«n lades sol se tended arms i,
IN sloe ,s [MSWcI0, If wry a portion W the structure is an
cwmlelery eabvg n.
INnotifiedhied Mie W constructed,
la
groan d til mil maY dm pe gecea
HIN
2) Trre�iwhn buried MMM ^Wr5 d onceM�s ectal
to cross at right aha« rash shad N, cpmmLts
Mow Re cw.ed 9roW and.
M w or
do, of offIss
If spnd a uteri lar backlit use o clay mWl.e plug ,n uliG1Y hooses
8) IN perlwaled pie sho eAeM oda n doe W
at the edge a the lauMolal
be trhee. Ate, thing wt d tWe ams, slid
!) Pien moY se used wily it INS a specT[dN ?nom in the deign.
RM".
rmpMwalM pipe ell d used. Na perlwated pie
s) Trenches SWd he ken red per aha size. L. Mi. close
LroY se roll n doe «msWle W rods Iran grant
whit illtur
d fresh Son se dear ed fr. aeric .dine hamate plmement,
Onry Sun.. solumlian shall be permlled of Faltwn d InmNs. II
era, d I.
mere is deep mull, it Mind N removed Prior to Lwtrebg, pW
9) M phone of the orientation Not he cMcMM by a
repleted with firm ml.
protectionist iinspector ad Mtn •eu[ be Not, DU
5) 11 firm rock in emwmered during twncJS7, for bwms, seem depth
pwtw de recameeded.
mgr, he reduced Permder Nam sed f pemlmle rick a* enough
to ached a minimum depth of Ir. Wedowned stale is mol roeM.
6) 6mms more than 70- nem wt MWed k and etLan he brought
to often no sefwe 1 Ohio=
T)ihso hiSo of Mrs grand granular so under all Lod.
`Sane lad
2)
—4awl M !)
.en QdeN 1.
M Md M pie
r dhow win.
9)
5)
[ 0 rte aha fNJS send man d
ole d bam b awl, ro rnadn gena
d°^ Ra'°'e fr Ln. cmL«e n aye.
.,mob
lame W - r pent d w,la.
Wpar
6)
`l vwoe<P°�mne«.ry
tMIdl1ginsurd Draina9l 1vtrn
Wks ewe that transition to oed7)
pie s
mcde nen trench that Reeds and
8)
1,
!COTS da adds haaccCLPS4 to perforations,
9`
m TI
o favor, o DM' under the Lob if the hapgpde is dump
by architects specifications or acd sir FHC codes Y Wed,
cul Suck to expires the bplams of seism bdelles
ay May undersing ars It may be amilled
orches Md polip5 m
M Held dilly all Eimwsions Lrtiener does M take
are hal permitted unless debited or Specified by
Nil rte lied at d intmect. SioNs sho"
Wt tendons. Tertius Mall seed on cors
IM ac Reor sawn se Wmwl su000rlll
ed e
if supports aremot holed. pans. comrade
W^n9 pW .t of cMvele m thd pWlionira of
M is mainW,nW.
d Clotting mgr be to Fats, n much w 18 whew
e. A Siress'Wlg ends. Nmy nay inirse cut awl O
wNs. for palcMg of Lreath,. toprg
,sing We may be hor«d m the filo at IN
Aan inside c.n.. it soli nlms of Not 2tr
.the slab.
e consolidated m IN Wicinae of min orcMraa
10 Alter Me, is poured. what. shall hal N meed to man Wlacenl
Proper comar n rmaki nee for slob to mWlI, ns
ledi . &,Tiler elan adido owhmr of this requirement.
Tho OWNS, r« reit o in um99 We Ian d 6 n IM first 10.0
feel from IM loondohan perimeter (RmWed by 2001 suppYnmt to IRC)
fl) Slat, ONS! W stn approsmwleft seeM Was after pour, oref.abr
12 Strand n 1Zq't whmlh..
Mall h Fravo it diameter1078 incic fans parr IOL of Stressed NotWed.ion, fough. s
51�iandds be fwrNMyWleuN the
JJo w a IN dlgimer_ mens
fiction and tompMok IM seping bosh. as n � to ever.
131 $fOW MdS short he al off wifh a Sawh w shear, wt with a torch.
Is) Stressing oicto. salt a patched with a stiff grand mien.
POST CONSTRIKTION:
If constructed an «Ix We the "term p«esrforoame of IN IwWoIM
will hWWne fatlmich ^emome by this 011e -.the the booker Mall Wv the
I) IDrrone, met N mentioned. test. shol rte.. IN domd to para mor
2) TM sail anwW IN IolRq t. saY IN morkoned in a relotidry do
condition, stun ed that rmered. to keep o lam gsem. If e s ten py.
o will Shenk II it a loo whet. ,t win hewe upward.
PIAN AND SECTION NOTES:
I) Peon may W re.ened opW dR and (left to rant) n Ne. Ewepl Id
pans padalry opporled on gen.
2Nal ,q1 sections shown Grey«n Projec
It et.
7 Ew Or and -Y arrind., see plan Leel.
41 It Denham Ards wypwleE by 1 l/f caw, (4 0" o.UW.)
5 ns, OnMl� t.. ttoder .mmsanmNiissW nNted d Innis es by
6) � Deeks who al strata to N Move.
Demotes I«tory sealed anchor. (hW W.)
Denton Armtl to N drained clam W bottom W bean.
(See aeon doction.)
FEDERAL EMERGENCY MANAGEMENT AGENCY MS. N0.3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 91, 2005
ELEVATOR
on
810. Indicate the source of tb!,An Flood Elevation (BFE) data or bass GooFNAIVID11988
tared In 89.
. Lj FIS Profile RM L Community Determined orDescribe):
S11. Indicate the elevation datum used for the SIFE In 69: L NGVD 1929 "Other(Describe):
812. Is the building located Ina Coastat Bonier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L1 Yee L, o
Designation Date:
SECTION G - MLOIN0 MJNA7I WMFORMATM I$URVEY REQUIRED)
C1. Building elevations are based on: LJConstructlon Drawings' Lyanadrhg Under Construcuor" L mnisnea Conssucaon
'A new Elevation C tIficstawill be required when construction of the WWN Is complete.
C2. Building Diagram Number __j_ (Soled the building diagram most stainer to ft building for which this certlMCate is being completed - see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
C3. Elevation&—Zones Al -A30, AE, A)1, A (with BFE), VE; V1 -V30, V (with SFE), AR, AR/A. ARAE, AR/A1-A30, AWAH, AR/AO
Complete Items C3.a4 below according to the building diagram spooled In kern C2. State the datura uaW.. If the datum. Is different from
the datum used for the SFE In Section B, convert the datum to that used for the SFE. Show low measurements end datum conversion
calculation. Use the apace provided or the Comments area of Section D or Section G. as appropriate. to document the datum conversion.
Datum - Con;%rsiorVComments
F:8vakon reMsncs mark used Doss the alevatlon reference �mJe* used sppsar an the F( Yee LJ No
❑ a) Top of bottom floor (including basement or enclosure) '� .2f ft.(m) i 0 p
O b) Top of next higher floor N A fL(m)
O r,) Bottom of lowest horizontal structural member (V zones only) ft -(M) tifi q
G d) Attached garage (top of slab) .? 114m)
O e) Lowest elevation of machinery and/orequlpment
wior.n+ » +..•-s••—•
seing the building (Describe In Comments arae.) ' 1f 0 �W ft.(m) DONALD S. PEEBLES
O 0 Lowest ed)ecent (lniahed) Ode (LAG) (m) 'O 2437
O g) Highest W)aexM (finished) Sheds (HAG) _-�.2fL fl•(m) i
0 h) No. of permanent openings (flood vents) within 1 It. above adjacent grade '1rN'0rtiE 9 8 p yd
Q 1) Total area of all permanent openings (flood vents) In C3.h N,4 sq. in. (sq. cm) O
0C :l Nn, v" 0VnVc w.y cnvmc
This ceNficeaon Is to be signed and sealed by a land surveyor, angio
I tartly that the kMmalon M Sections A, A and C on this owfficate
FEW Form 81-31, January 2003 See reverse aide Ibr continuation. Replaces all previous eomons
t.
I l Clrsck bare M aB 1chl"O is
CT
SEpN E `BUIt:DINO ELEVATION INBORMATION (SURVEY NOT REQUIRED) FOR 70NE /a0 AND tDNE A (MNTHt)U7' BFE)
For Zons AO and Zone A (w*W BFE). COMptets Items Et. through E6. Mthe Elevation C 1 icate is Intended for use as supporting
Information for a LAMA or LCMR-F. Seatlon C must be completed.
Et. Building Diagram Number ` (Salad the building diagram most singer to the building for which this certMcate is tieing completed —
see pages a and T. If no diagram spc4retaly represenb the building. provide s sketch or photograph.)
E2. The top of the bottom floor (Including basement or enclosure) of the bullft Is I_ I _.I R• (m)1 1 1 in. (cm)"above or LJ below
(chuck one) the highest adjaatnt grade. (Use natural grade. Navalleble.)
E3. For Building Diagrams 64 with openings (see page 7), the riexthigher floor or elevated floor (slevatlon b) Of the building Is
I [ I f4 (m) I I lin. (an) above the highest adjacent grads. Cotnpleb )tens C3h and C3.1 on pont of form.
FA. The top of the pretformof machinery andlol' equipment servicing to building Is j_L Y 1L (m) { I 1 In, (cm) LJ, above cr L j below
(check one) the hlghest.sejecent grade. (Use natural grade. H evalleble.)
EB_.r'or Zone AO only: Y no ildod depth number k evatiabli, N the top,of the bdtom floor elevated in accordance with the oomniunny's _
. __ .. ..... _ "'_-._.. :._. _.._. __.�a.:. • tee.-:.eu..w w oa..iw. n
In Secdons a 6, C and E aro (lomat to
ADDRESS- CITY STATE ,ZIP CODE
SIGNATUREDATE TELEPHONE
COMMENTS
i I Check heroif-aftchmoess
The boat officialle'Oupbpdzed by law or ordinance to adminletar the cCnafkuYy/s lloodDldin ordinance can complete
Sections A. B. C (or E), and (; of thle Elevation Cortlfleets. "ComplOW the aPpYceWe flem(s) and to below.
Gt. LJThe Informetion In Secom.0 vau takenQrom olhaidocumentallon that has boon signed and embossed by a licensed surveyor,
engineer, or archited who he authorized by state OF local law to aertlh elevation kdOm*10m (Indicate the source and data of Ude
elevadon clot! th the ComMena arae"t>eiow.).
G2. LJ A community dMdal completed Section E for s building located In Zone A (without a FEMMseued oroommunky-Issued BFE) or
Zone AO.
G3. LJ The follok*kg Infin nretion (items 134.011) is provided for community tloodpiain management purposes.
__ _.— __-...- ��..�- na nate nennnnate AC /�MIOI IaLIrMF/ME!I Ia1NflY
G7. This permit has been Issued for L_.I INew kaanawcaen U anes®nuak rmW.,. 1W?.
GS: Elevation of esbulit lawedt floor (Including WWW1ettt) of the building Is: _ fL.(m) Datum;
Gg. BFE or (In Zane AO) depth of flooding st the building sits Is: _ ft. (m) Datum:
LOCAL OFFICIAL'S NAME - TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE' DATE
COMMENTS .�
sue all previous editions