FEMA-EC100305PEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No 1660-0008 1
Federal Emergency Management Agency
Expires March 31.2012
National Rood insurance Program Important Read the instructions on pages 1-9
SECTION A-PROPERTY INFORMATION For 4
Al Building Owner's Name HOLMES BUILDERS Policy Number
A2- Beeline Street Address(=Wine Rot,Unit Suite,anteor Idg,No.)or P.0 Route and Box No Company NAIC Number
809 INGLENOOK COURT
City COPPELL Stele TX ZIP Code 75019
A3 Property Dewipbon(Lot and Black Numbers,Tax Parcel Number,Legal Description.etc)
Lot 21R,Black 1 of REVISED MAP of ST ANDREWS ESTATES,COPPELL.DALLAS COUNTY.TEXAS
A4 Building Use(e.g._Residential,Rots-Residential Addition Accessory,etc)RESIDENTIAL,
AS Latciide/Longebtle Let Lang. Horizontal Datum 0 WAD 1927 E3 WAD 1983
AS Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance
A7 Building Diagram Number
Ati. For a building wets a crevespace or enclosuresi A9 For a building with an attached garage
at Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage IN so ft
to No of permanent flood openings in the crewtspece or b) No of permanent flood openings in the attached garage
enclosure(s)within 1.0 foot above adjacent grade tke within 1 0 foot above adjacent grade NIA
c) Total net area of flood openings in Aa b N/A sq in Cl Total net area of flood openings in A.9 b litrA sq in
rl) Engineered flood openings? 0 Yes 0 No d) Engineered flood openings? 0 Yes 0 No
SECTION 8-FLOOD INSLIRANCE RATE MAP(FIRM)INFORMATION
81 NFIP Community Name&Community Number 1 82 County Name 133,StaleIDALLASCOUNTY8INCORPORATEDAREAS48113CDALLASTEXAS
84 Map/Pane Number 135..Suffix 88 FIRM India 1 B7.FIRM Panel 88 Flood 89 Base Flood Elevabon(s)(Zone
48113C 0155 Date 1 Effective/Revised Date ! Zone(s) AO use base flood depth)
06-016-2005 !08-23-2001 X N/A
810 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89.
0 F1S Profile 0 FIRM 0 Community Determined 0 Other(Descnbe)
811. Indicate elevation datum used for BFE in Stern Bcr 0 NGVD 1929 0 NAVE)1988 G Other(Describe)wol
812 Is the bolding located in a Coastal Barrier Resources System ICBRS)area or Otherwise Protected Area(OPAI7 0 Yes El No
Designation Date 0 CBRS 0 CPA
SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)
Cl Building elevations are based on 0 Construction Drawings' 0 Building Limier Construction 0 Finished Construction
A new Elevation Certificate%mil be required when construction of the building is complete
C2 Elevations-Zones Al-A30,AE.AN,A(with BFE).VS VI-V30.V(with BFE).AR AR/A,AR/AS.AR/A1-A30.AR/AH,AR/AO Complete Items C2
OTOOVI according to the building diagram specified in Hem A7 Use the same datum as the BFE
Benchmark Utilized ELEV 472.0w Vertical Datum NG1113 199
ConyersioruComments ILA 16_2_1__QRVIDEOBYHALFFASSOCIATE_S_Ins,
Check the measurement used
al Top of bottom floor(including basement,cravespace or enclosure floor)NA_ 0 feet 0 meters(Pueno Rico only)
or Top of the next higher floor e5.2 12.5 El feet 0 meters(Puerto Rico ordy)
ci Bottom of the lowest horizontal structural member(V Zones only) fte 0 feet 0 meters(Puerto Rico only)
01 Attached garage(top of slab) 41_7, El feet 0 meters(Puerto RICO OW
el Lowest elevation of machinery or equipment servicing the building Ne 0 feet 0 meters(Puerto Rico only)
Desoide type of equipment and location in Comments)
fi Lowest adjacent(firestutd)grade next to building(LAG) 456 ZD El feet 0 meters(Puerto Rico only)
9) Highest adjacent(finished)grade next to building(HAG) 45699 n feet 0 meters(Puerto Rico only)
h) lowest adjacent grade at lowest elevation of deck or stairs including N/A Puerto Rico only)
structural support
SECTION -SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION
The certificate:le le to be signed and sealed by a tend surveyor engineer,or architect author-red by we,to certify elevation
information. I certify that the information on this Cortricate represents my best efforts to interpret the date available
uncleistand that any false statement may be punishable by fine or rmpfisonment under 18 US Code,Section 1001 F - I
Ci Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0,1111.Te.91A9
licensed land surveyor) 0 Yes 0 No jr ve\ •
Certifiers Name BARRY RHODES License Number 3691 BARRY S.RHODES
Title OWNER..RPUS Company Name RHODES SURVEYING 3691
o
Add IDGE CIRCLE City ROWLETT State TX ZIP Code 75088
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Date 3-5-2010 Telephone 972-475-8940-
CGslin c 0, - nn wuw.' sisio fru-resntinomOr.n Renter-em all nrgvirm es colilorm
6O1 (A) 6z_c- Nook
IMPORTANT: In these spaces,copy the corresponding information from Section A
Address;inducting Apr Unit Sorte ancPor Bldg No)or P0 Route and Box No Policy Nurnoe;
d09 INGLENOOK COURT
City COPPEU.State TX BP Code 75019 Company NAIL
SECTION 0-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED)
Cy both sides of the Elevation Certificate for Ili community official,(2)insurance agent/company,and i3)building owner
Comments ELEVATION TAKEN OFF SLAB ONLY BENCHMARK R R SPIKE FOUND IN THE NORTH SIDE OF POWER POLE AT SOUTHWEST
CORNER OF CICERO LONGS LOT AND NORTH SIDEOF DEFOREST ROAD(SOUTHEAST CORNER OF THE ESTATES OF CAMBRIDGE MANOR
ADDITION INFORMATION RECORDED IN WINDSOR ESTATES ADDITION RECORDED IN VOUNIE 2001077,PAGE 2283 OF THE MAP RECORDS
DALLAS COUNTY,TEXAS
Signature Date 3-5-2010
El Check here 4 attachments
SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zones AO and A(without BFE),complete Items El-E5 If the Certificate is intended to support a LOMA or LOMR-F request.complete Sections A,B.
and C For kerns El-Ea,use natural grade,it available, Check the measurement used In Puerto Rico only.enter meters
El Provide elevation information for the following and check the appropriate boxes to snow whether the elevation is above or below the highest adjacent
gradell4AG)-and the lowest ad(acent wade(LAG)
a)Top of bottom floor(including basement,cravaspace,or enclosure)is NIES Q feet 0"TOWS ID above or 0 below the NAG
lit Top of bottom floor(including basement..crewtspace.Or enclosure)a NLA 0 Ism 0 meters D above or 0 below the LAG
E2 For Building Diagrams 8-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor
television CID in the diagrams)of the building 0 feet 0 meters 0 above or 0 below the HAG
E3 Attached garage top of slab)is w_ti 0 feet 0 meters 0 above or D below the HAG
E4 Top of platform of machinery and/or equipment servicing the building s N/A_ 0 feet 0 meters 0 above or 0 below the HAG
E5 Zone AO only If no hood depth number is available is the top of the bottom floor elevated in accordance with the community's fl000psain management
ordinance) 0 Yes 0 No 0 Unknown The local official must certify Ms information in Section G
SECTION F•PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The properly owner or owner's authorized representative who completes Sections A.B,and E for Zone A(without a FEMA-issued or community-issued BFEi
or Zone AO must sign here The staternents in Sections A.aand Ewe correct to the best of my knowledge
Property Genes or Oweer's Authorized Representative's Nan.
Address City State ZIP Code
Signature Date Telephone
Comments
SECTION G-COMMUNITY INFORMATION(OPTIONAL)
The local official who is authorized by taw or onahinat to administer the community's floodplarn management ordinance can complete Sections A,B C(or Et,
and G of Inn Elevation Certificate Complete the apperabie itern(s)and sign below Check the measurement used in Items G8 end 09
GI Q The inforrnehon in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer or architect who
is 11100fis011 by taw to certify eievation informatitin, (Indicate the source and date of the elevation data in the Comments area below I
G2 0 A community official completed Section E for a buSemg located in Zone A(without a FEMA-tsaued or community-Issued BFEI or Zone AO
G3 0 The foachwing information(gems G4-09)is provided for corrimunity floodplain management purposes
G4 Perms Nut G5. Date Permit Issued 135. Date CeMficateOt ComPlianCelOomiPericY issued I
G7 This permit has been issued for 0 New Construction 0 Substantial Improvement
G8 Elevation of az-built lowest floor(including basement)of the budding. 0 feet 0 meters(PR)Datum
G9 BFE or(in Zone A0.1 width of flooding at the building site 0 feet 0 meters(PR)Datum
G10 Community's design flood elevation 0 feet 0 meters(PR)Datum
Local Officiate tisane Title
Convnunay Name Telephone
Signature Data
Comments
0 otsiorseactmfralf
FFMA Form/11-31 Mar DR Replaces all Previous editions .
Buildn Photographs
See instructiansg
for item A6
Building Street Address(including.pt,Unit Sure,andkX Bidg.No.)orPO Route and Box f net Cv Number
see INGLENOOK COURT
ty CoPiiEU. State Tx ZIP Code 75019 Gonysny NAK Nu+Cer
If using the Elevation Certificate to obtain NFIP flood insurance,affix at least two building photographs below according to
the instructions for Item A6:Identify aN photographs with,date taken;"Front View"and"Rear View";and,if required."Right
Side View'and"Left Side View."It submitting more photographs than will fit on this page,use the Continuation Page on the
reverse
FRONT VIEW 3-5-2010
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February 24,2010
The Holmes Builders of Coppell.LTD •
1445 MacArthur, Suite 200
Carrollton,TX 75007
RE: St.Andrews Estates
609 Inglenook
Coppell,TX
Lot 21,22 Block:A
Pier Inspection
Gentlemen
This letter is to affirm that a representative of this firm performed a Pre-Pour/Pour
pier inspection of the referenced project foundation on 2/19/2010
During the inspection it was observed that the piers and reinforcing were installed
per pans and specifications An inspection checklist was left at the job site
No.of Piers- 4/72
Pier Diameter-20"
Pier Depth-25'
Piers were located as shown on approved plans.
No water encountered, and all piers drilled to full design depth or greater. All piers
were founded on acceptable soil
Respectfully,
Strand Systems Engineering,Inc, Welleokt
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221 Riverside Dr*116 *ving,TX 75039
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11.:NiC;1N KE1(11404 G INC FAx err S72486-8932 FAX Apts:972443-5417
52,;-.*04c430t 1i'ebsvary 08, 2010
The Holmes Builders of Coppell,LTD
1445 MacArthur, Suite 200
Carrollton, TX 75007
RE St. Andrews Estates
Inglenook
Coppell, TX
Lot: 21,22 Block: A
Pier Inspection
Gentlemen.
This letter is to affirm that a representative of this firm performed a Pre-Pour/Pour
pier inspection of the referenced project foundation on 1/27/2010
During the inspection it was observed that the piers and reinforcing were installed
per plans and specifications. An inspection checklist was left at the job site.
No. of Piers- 65172
Pier Diameter. 12"
Bell Diameter 36"
Pier Depth 15`-1T
Piers were located as shovel on approved plans.
No water encountered,and all piers drilled to full design depth or greater. All piers
were founded on acceptable soil
Respectr.ully.
Strand Systems Engineering. Inc.
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No water encountered, and all piers drilled to full design depth or greater. All piers
were founded on acceptable soil
Respectfully,
Strand Systems Engineering, Inc.
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February 24,2010
sz*rigravis
The Holmes Builders of Coppell,LTD
1445 MacArthur, Suite 200
Carrollton, TX 75007
RE: St.Andrews Estates
609 Inglenook
Coppell, TX
Lot: 21,22 Block: A
Pier Inspection
Gentlemen
This'letter is to affirm that a representative of this firm performed a Pna-PouriPour
pier inspection of the referenced project foundation on 2122/2010
During the inspection it was observed that the piers and reinforcing were installed
per plans and specifications An inspection checklist was left at the job site
No.of Piers- 3172
Pier Diameter-20"
Pier Depth -25'