FEMA-EC940614The City With A Beautiful Futuro
Building Inspections Division
ga3Y64 -,qg, L
BUILDING PERMIT APPLICATION
DI . % of Print or Tvne in a Clear. Leaible Manner
AN0894
Ut
Job Address: O C.c)O O O
Date:
Lot: Block: Subdivision: ,� //� �I
S Phase or Section Number:
Owner:�'�i�.� 6kue o Address: 5--? ,.:-7 F� t�O %
Phone #: �F _ -� _ 99v 9
Contractor: S � 'if— Address:/0/1 � �
Phone !{: , 3 9 3_ (�' 9 719
Descriptio ork to be Done Class of Work: New ❑Addii-tiion� ❑ Alteration ❑ Repair ❑Demolition
?'•,4 -tom � 111�—
Area of Building in Square Feet
First Floor �Garage _ Value of Work p�
/ to be Performed.) � r�
Second Floor 7` Other�D2C� Z
% GRAY AREA FOR OFFICE USE ONLY
NOTICE
Permit Fee: "l
Receipt Number:/
This permit becomes null and void if work or construction authorized is not commenced
within 180 days, or construction on work is suspended or abandoned for a period of 180
Zoning District:
Occupancy Classification:
days at any time after work is commenced.
Approved By:
'.Date:
I hereby certify that I have read and examined this application and know the same to be true
Comments:
and correct. All provisions of laws and ordinances governing this type of work will be
complied with whether specified herein or not. The granting of a permit does not presume to
give thority to cancel the provisions of any other federal, state or local law
regula ' str nor the p ormance of construction.
Signature or,A�uth—orized Agent rint Name
// ror
Electrical Contractor Plumbing Contractor Aechimical Contractor
BIR . 1 12192)
O. M. 8. NQ 3067-0077
ELEVATION CERTIFICATE
Exp;res May 31, 1993
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to
provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to
determine the proper insurance premium rate. and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR).
Instructions for completing this form can be found on the following pages.
BUILDING OWNER'S NAME
SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE
POLICY NUMBER
STREET ADDRESS (Including Apt., Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER
144 Hollywood Drive
OTHER DESCRIPTION (Lot and Block Numbers. etc.)
Lot 28, Block D, Lakewood Estates
CITY STATE ZIP CODE
City of CoDpell Texas 75019
SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Provide the following from the proper FIRM (See Instructions):
t. COMMUNITY NUMBER
2. PANEL NUMBER
3. SUFFIX4.
DATE OF FIRM INDEX
5. FIRM ZONE
6. BASE FLOOD ELEVATION
F_
(in AO Zones, use depth)
480170
0010
D
10/16/91
---
---
7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): �: NGVD '29 _ Other (describe on back)
8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site. indicate
the community's BFE: ' 449:6 � feet NGVD (or other FIRM datum–see Section B, Item 7).
SECTION C BUILDING ELEVATION INFORMATION
1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best
describes the subject building's reference level 1 .
2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation
of 1 450 ,3 1 feet NGVD (or other FIRM datum–see Section B, Item 7).
(b). FIRM Zones V1 430, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from
the selected diagram, is at an elevation of feet NGVD (or other FIRM datum–see Section B, Item 7).
(c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is feet above _ or
below ` (check one) the highest grade adjacent to the building.
(d). FIRM Zone AO. The floor used as the reference level from the selected diagram is feet above _ or below _ (check
one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference
level) elevated in accordance with the community's floodplain management ordinance? — Yes _ No Unknown
3. Indicate the elevation datum system used in determining the above reference level elevations::_ NGVD '29 Other (describe
under Comments on Page 2). (NOTE. If the elevation datum used in measuring the elevations is different than that used on
the FIRM (see Section B, Item 7J then convert the elevations to the datum system used on the FIRM and show the conversion
equation under Comments on Page 2.) _
4. Elevation reference mark used appears on FIRM: Yes X No (See Instructions on Page 4)
5. The reference level elevation is based on: X actual construction _ construction drawings
(NOTE. Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which
case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate
will be required once construction is complete.)
6. The elevation of the lowest grade immediately adjacent to the building is: 449 4 feet NGVD (or other FIRM datum -see
Section B, Item 7).
SECTION D COMMUNITY INFORMATION
1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C. Item 1
is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest
floor" as defined by the ordinance is: feet NGVD (or other FIRM datum–see Section B, Item 7).
Date of the start of construction or substantial improvement 6/01/94
FEMA Form 81-31, MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION
SECTION E CERTIFICATION
This certification is to be signed by a land surveyor, engineer. or architect who is authorized by state or local law to certify elevation
information when the elevation information for Zones Ai—A30. AE. AH. A (with BFE),V1—V30.VE, and V (with BFE) is required.
Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the
certification. In the case of Zones AO and A (without a FEMA or community issued SFE). a building official. a property owner, or an
owner's representative may also sign the certification.
Reference level diagrams 6. 7 and 8 - Distinguishing Features—if the certifier is unable to certify to breakaway/non-breakaway wall,
enclosure size, location of servicing equipment, area use. wall openings, or unfinished area Feature(s), then list the Feature(s) not
included in the certification under Comments below. The diagram number. Section C. Item 1, must still be entered.
I certify that the information in Sections 8 and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fire or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME LICENSE NUMBER (or Affix Seal)
_ Dan B Ramsey R.P.L.S. No. 4172
TITLE CCMPANY NAME
Surveying Manager Jones & Boyd, Inc.
ADDRESS CITY STATE ZIP
17300 Dall Parkway, Suite 3010 Dallas 6/14/94 Texas 75248
SIGNATURE il J ZZ Al2 DATE % , PHONE
Copies should be made of this Cer�lficate for: 1) community off iciai, 2) insurance agenVcompany, and 3) building owner.
ON Wr'rH ON PILES,
SLAB BASEMENT PIERS. OR COLUMNS
A V A A V
ZONES ZONES ZONES ZONES ZONES
REFERENCE I b
-z-VELREFERENCE
REF'R6NCE �JASE -
_c�El -1000 _EVEL
'I ELEVATION
� I
ASE
BASE AOJACE4T �.: REFERENCEy0A`T ON
°:OC7 _cvEL e c
GRADE
- o -j AT:ON REFERENCE AOJAOEhT
_EYEL 3RA E
l
t I vl AO.ACENT `.
The ciagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones.
E!evations for all A Zones should be measured at the top of the reference level floor.
E!evations for all V Zones should be measured at the bottom of the lowest horizontal structural member.
Page 2
N TYPE SPAN P1 -Hl OVERHANGS - -- JOB MARK
2 M202 240608 1404, 0 0 5 0 4 2 F8
2.8 it
NO 1-02-04 1.6x911 5 � NO 1-02-04
3x4= 3x32 8z3= x -3X = 3x6= 4:12= 3x3= 3x3= 3z3m Bs4
I& V V s2 E D CC DD 91 J II 0
T
1-02-04 P3 3 W V W W3 2 P2 /' W3 W 18 W W W W W2
V T 21L a Q 81 P 0 N Nix L X I
Asx{= 323= - 3x3= R 3X4= 5:S- 6x6= 3x5= 3x3= 3x3= 3x4= 3.8:31)
3x31 ftd r0 p to 1 5x311 Sx311
� ie 4 a OF; i�1 ��4p%4 p lry �ti 4
$me -ova r'o Wr s 0•4NaSK0$
TO 16.01-08 8-01-00
BC 13-00-00 11-03-03
MRg•' - 21-06-08
U>11Star -- Version 34.0.332
MEMBR CRZ P(LBS) MQiZT M82ND
RUN DATIt 11- 2-92
Y.0 -
625
C 0-Z
- 732 T
E -P
1DB2
C P -D
- 1187 T
CSI BIZZ LUMBER .2.1570
E -D •
2096
C D-0
- 1767 T
TOP .51 T
92
O-AA1662
STH .59 4X 8P -N2
1992
N -8B ■
521
C N CC
• 378 C
VIS .71 4X 2 8P-/3 .1078
CC -M -
122
T M -DD
■ 116 C
zXCEPTION8t
DD -L -
221
C L -1E
• 260 T
I -b' 2 4X 2 SP -/3
1078
EE -X -
710
C X -H
- 817 T
LUMBER STRIBS INCREABIi
.ON
I -N
6
T
RIPITZTiVE NIMBIR STRESS
VOID.
DL;LL D1FL
-
.12" IN
T -B
LATIRAI. BRACING:
LL DEFL
w .08"
1 8/360'
TOP CHORD - CONTIBUOUB
S/DL♦LL
DEFL-999
B/DEPTH-20.4
BTM CHORD - CONTINUOUS
TRUSS SPiC1110 - 24.0 IN,
PLATING
CONFORMS
To TPI.
(OBCCI 8714)
LOADING LIVE DEAD (par)
PLATE VALUES
MAY BE
TOP CXD 40.0 10.0
VIRIFIND
WITH:
BTM CHD .0 3.0
TEZ-LOCK
CORP.
TOTAL 40.0 16.0 53.0
GRIP VALUEB
BABRD
ON
RYP
LUMBER USING
GROOS
CONCIkVRATSD LOADS (LDS)
AREA TROT
METHOD.
35 600
PLATES -
20 GAUGE
T-020
GRIPPING
391-269
P91•PIR
PAIR
SUPPORT CRITERIA
INCLUDES
.0% INCREASE
JT EXACT WIDTH JT BRACT
WIDTH
TENSION
838-
806 PLI
PER PAIR
LES IN -BX LBS
IN -SX
SHEAR
852-
496 PLI
PER PAIR
a 537 3. 8 a 2124
3- 8
G 621 3- Z
JT TYPE
PLATE
SIZE
X Y
A 4010
3.00
X 1.00
1.5 CTR
1
MRMBR CSI P(LBS) Me14T
M92ND.
C- 4000
3.00
X 3.00
CTR CTR
TOP CHORDS
D 1070
4.00
x12.00
6.0 1.5
7► -.V. .34 546 C 0
-803
R 1001
3.00
X 3.00
CTR CTR .
V -W .37 *1179+C 803
9534
F
V -X .40 979 C 534
949
�� 0
X -Y .43 979 C -949
-1031
H 1030
5.00
X 4,00
1.5 3.0•
Y-02 .42 338 0 1031
0
I 4000
1.50
X 3.00
CTR CTR
82-Z .19 338 0 0
-468
J
i -D .61 1046 T 468
-917
K 1010
3.00
X 4.00
2.4 CTR
D -AA .50 385 T_ 917
-487
L 1010
3.00
X 3.00
CTR CTR
AA -BB .22 1168 C 487
259
M 1010
3.00
X 3.00
CTR CTR
BS -CC .14 1169 C -259
-307
N 1070
5.00
X 5.00
2.5
CC -DD .21 1479 C 307
-417
0 1010
5.00
X 6.00
2.6
DO -12 .41 1399 C 417
-864
P 1010
5.00
X 5.00
2.8
ZZ -J .36 659 C 864
762
Q. 1010
3.00
X 4.00
CTR
J -M .14 331 C 0
327
R 1001
1.50
X 3.00
CTR CTI.
J-$ .31 331 0 -762
-54
8 1030
3.00
X 3.00
CTR CTR
N-0 .05 0 T -136
-13
T 1010
3.00
X 3.00
CTR CTR
X-C .05 0 T -136
'i-13
V 1010
3.00
X 4.00
CTR CTR
0-F .01 0 T 13
0
V 1010
3.00
X 3.00
CTR CTR
0-7 .01 0 T 13
0
W 1010
3.00
X 3.00
CTR CTR
BOTTOM CHORDS
X 1001
1.50
X 3.00
CTR OTR
C -U .02 0 T 0
- 44
Y 1050
3.00
X 4.00
2.5 CTR
U -T .33 1034 T -44
-223
B 1010
3.00
X 5.00
CTR CTR
T-8 .58 1248 T 225
716
AA 1010
5.00
X 4.00
1.5 1.5
S -R .S9 979 T -716
-898
BB 1001
2.50
X 3.00
CTR CTR
B -Q .59 979 T 898
6
CO 1010
3.00
X 3.00
CTR CTR
0-81 .04 920 O -6
0
DD 1010
3.00
X 3.00
CTR CTR
81-P .06 220 C 0
-194
RE 1010
3.00
X 3.00
CTR CTR
P-1 .1S. 1983 C 194
-218
3-0 .24 1983 C 218
2
PLATES -
20 OAVOE T -GIG
0-N, .39 601 T -2
35
GRIPPING
460-316 PSI
PER PAIR
R -M .35 1406 T -35
-1
INCLUDIS
.Ox INCRZARE
M -L .40 1667 T . 1
-16
TENSION
838-
606 PLI
PER PAIR
L -X .31 1202 T 16
-23
BNIAR
632-
496 PLI
PER PAIR
X -I .01 0 T 23
0
WzlB
JT TYPE
PLATS-
SIZE
X Y
0-3 a 264 0 C-1 -
264 C
21 1100
3.00
X 5.00
CTR CTR
8-A a $te C A-V a
690 T
92 1100
3.00
X 5.00
CTR CTR
V -V - 640 C V -T -
191 T
T -W r 91 C W -B -
346 C
S -X • 99 T R -Y -
178 7
NOTES:
1. TRURBES MANUFAOTVRED BY -
R.I. SWEENEY CO.
3. ANALYSIS CONFORMS TO
TPI (PCT -SO a NDS -91).
3. PRRVINT.TRVSZ ROTATION AT
ALL IZARING LOCATIONS,
4. PROVIDE 2X6 CONTIMUOU■
STRONOEACXS (ON EDO1) AT
IVZRY . FABTRN TO EACH
TRUSS W/ 3-104 NAILS..
�i�3 /G,e�ts7 tQ�P v�0
�rt7- fdct�I*Aa�s
%hfYAD
/ /1 f ewK
z 1<04 ��-+L
FOUNDATION FORM SURVEY
ITO ALL PARTIES INTERESTED IN PREMISES SURVEYED.
This is to cert ty that
havfe, thl`—dote, mode
a careful and
accurate on th ground survey o' the property located
at /4 4-/o//r�wood
Dt" ✓e ,
in the ec ty
of 4fWel� _ _ _
- - _,Texas, described as plows.
bi ING , of ZL3 K A9,
of Lekecoond
ES QZ�ei
an addition to
VIA
the C-CL`,�[ Of Cowell-
__ _
'exas accor&-g to
the A/4f0 thereof recorded r
Volume 9i�ZOSIZ
lgge &OZ of
the Maiio Necords
of AOa//AS
"ourty, Texas
Thi property doe, e withir rhe ,)oundares of the 100 year flood plain according +.c the flood ho„ndary and
flocdway Map No 4$O/r70 00/Oz-2 -- - -- _ eftective
--
S OZ° 17'45"E �v• o
N
I-
A
0
Lot 26, glock D
144 Hollywood On're q'
M%n. F,nished Floor = 4f 4,&o
Vol. 14059, Pg. ,0 Z
N
NJ
l41
I
-c
—
�A
�o
��
3a
�
� v
/0 hoz
N
Lot 27
S OZ° 17'45"E �v• o
N
I-
A
0
Lot 26, glock D
144 Hollywood On're q'
M%n. F,nished Floor = 4f 4,&o
Vol. 14059, Pg. ,0 Z
02' 17'45'W. 1,1.25 Q =00°40,49 ,
CERTWICATIONf. c.448. L. - 4. 75 r
The plot nerear s a true, correct and accurate representation of NOLC.Y 0
00 R/Ve (60�,?.o•w•)
the property as determined by this survey, the lines and dimensions
of saidproperty being as indicated by the plat. the size, location, OF
type of buildings and improvements are shown,mnta P ».
being within the Doundones of the property, set bockock from
m the •� TF_a�,.0
property line he distances indicated, and there are no �f
encrochm s r protrusions, except as noted. -
.J ..........................
DAN •... R AAASE Y
Dan B. ameey •.{..q?,}7 �2 . •.
Registered Profession and Surveyor N(, 4172 Ej'51 �
y
N0 SUR1
it JONES & BOYD, INC.
' CONSULTING ENGINEERS m=77
1 '300 Dallas Parkway, Suite 3010 F7
[Dallas, Texas 75248
214 - 248 76 6 --- -- -- --- _— —
SCAt l DATE URgqMM PROJECT
RE VISIONS
-
o
—
O
�, a
4
d
O�
I /ozlOrTlJ Elect,, c TansAornror
/0 hoz
02' 17'45'W. 1,1.25 Q =00°40,49 ,
CERTWICATIONf. c.448. L. - 4. 75 r
The plot nerear s a true, correct and accurate representation of NOLC.Y 0
00 R/Ve (60�,?.o•w•)
the property as determined by this survey, the lines and dimensions
of saidproperty being as indicated by the plat. the size, location, OF
type of buildings and improvements are shown,mnta P ».
being within the Doundones of the property, set bockock from
m the •� TF_a�,.0
property line he distances indicated, and there are no �f
encrochm s r protrusions, except as noted. -
.J ..........................
DAN •... R AAASE Y
Dan B. ameey •.{..q?,}7 �2 . •.
Registered Profession and Surveyor N(, 4172 Ej'51 �
y
N0 SUR1
it JONES & BOYD, INC.
' CONSULTING ENGINEERS m=77
1 '300 Dallas Parkway, Suite 3010 F7
[Dallas, Texas 75248
214 - 248 76 6 --- -- -- --- _— —
SCAt l DATE URgqMM PROJECT
RE VISIONS
SCALE: 1 = 20'
LOT 27
I
CN
VAR. WIDTH ACCESS dt
1C 49.3
E.M.A. LE-17ER REQUIUD.
MINIMUM f ...:2y 1. o
Drive Area: 1004 Sq.Ft.
Walk Area: 231 Sq.Ft.
Lot Area: 9570 Sq.Ft.
MT
49.0
Y
LOT 29
10' x 10' TRAN.
PAD fSMT.
NOTE: Maximum elevation drop away from foundation is 0.8' for 4';
sod remaining slope if steeper than 3:1, retain if steeper
than 2:1. Superintendent to assess actual field conditions.
CITY OF COPPELL
R VIEWED
d�
BY DATE
Approval of 61 !'�ns and specifications shall not
be construeC [v mean constnirtinn in rlirprt rnn-
Fence Length: 185' I
Type 'C' Drainage Includes 1 Gate
date ALL ELEVATIONS ARE FINAL
06/07/94 GRADE UNLESS OTHERWISE
NOTED. EXISTING GRADES
ARE DENOTED THUS (XX.X)
rev
subdiv
LAKEWOOD ESTATES
lot blk
Zoning Ordinances. 28 D
ATrendmaker Homes address
5757 Alpha Rood, Suite 700 144 HOLLYWOOD DRIVE
Dollos, Texas 75240
•�� (214) 458-9909 city plan
COPPELL, TX L3169A