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FEMA-EC140421U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY "rational Flood hrsurance Program A1. Building Owner's Name ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9 SECTION A -PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 605 ST. JAMES City COPPELL State TX ZIP Code 75019 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 2 OF BLOCK A OF WINDSOR ESTATES AN ADDITION TO THE CITY OF COPPELL, DALLAS COUNTY, TX OMB No. 1660-0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE Policy Number: NAIC Number: A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENT A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ®NAD 1927 ❑NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosures) N/A sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosures) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑Yes ® No d) Engineered flood openings? ❑Yes ®No SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name &Community Number B2. County Name B3. State DALLAS CO. &INCORPORATED AREAS 480167 DALLAS TEXAS B4. Map/Panel Number 65. Suffix B6. FIRM Index Date 67. FIRM Panel B8. Flood B9. Base Flood Elevations) (Zone 4811300155 J 08/23/2001 Effective/Revised Date Zones) AO, use base flood depth) 08/23/2001 A 451.50 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑Community Determined ❑Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ® No Designation Date: ❑CBRS ❑ OPA SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings ®Building Under Construction" ❑Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: COPPELL BM Vertical Datum: NAD 83(93) Indicate elevation datum used for the elevations in items a) through h) below. ❑NGVD 1929 ❑NAVD 1988 ®Other/Source: NAD 83(93) Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member N Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 455.31 ❑feet ❑meters N/A. ❑feet ❑meters N/A. ❑feet ❑meters N/A. ❑feet ❑meters N/A. ❑feet ❑meters 453.79 ❑feet ❑meters 454.71 ❑feet ❑meters N/A. ❑feet ❑meters SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement maybe punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ,` t ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 4Jtlt,���� ❑ Check here if attachments. licensed land surveyor? ❑Yes ❑ No ♦� 'L - ----- --- Certifier's Name BRIAN RHODES License Number 5962 Title OWNER, RPLS Company Name RHODES SURVEYING Address P.O. BOX 175 City FATE State TX ZIP Code 75132 Signature �►--- Date 04/21/2014 Telephone 972-475-8940 �:,.� FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, 2 MPOR I ANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No, 605 ST. JAMES SECTION D —SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments BENCHMARK UTILIZED: R.R.SPIKE FOUND IN NORTH SIDE OF POWER POLE AT THE NORTH SIDE OF DEFOREST ROAD AND SOUTHEAST CORNER OF ESTATES OF CAMBRIDGE MANOR AS RECORDED IN THE REPLAT OF WINDSOR ESTATES ADDITION, COPPELL, TX VOLUME 2005079, PAGE 6, MAP RECORDS, DALLAS COUNTY, TEXAS. Signature Date 04/21/2014 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 E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 0.6 ® feet ❑ meters ® above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 1.52 ® feet ❑ meters ® above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is I ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5, Date Permit Issued G6, Date Cert ificate Of Compliance/Occupancy Issued G7. This permit has been issued for: El New Construction El Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: El feet Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ❑meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. to 1 114 NF - If rIN Ara, 4` Y-�. Y !j,'`III�hk ►I�i I �� IIISI IF wII Aft IN I -_ -If IN JIw °ft'If r4;.rgic If _ i-� mm w r 01- IN �'�, .E - { New All m V7 A- F AA Volk, _ %_ y _ _AAA AAA, j 46 11 ... ..r - -_ 06 AmI 1 - M� Awl maxww'j, wF Znp JL XlcAJN D SYSTEM -EcN ( 11V 1L!C1:U?U1 1 G iN C March 03, 2014 The Holmes Builders GOnstru%& W" Company Ltd. 255 E. Hwy 121, #200 Goppell, TX 75019 Gentlemen: 6221 Riverside Dr #1161 Irving, TX 75039 Phone 972mKM204 / www.strandsystems.com FAX Res: 972488-8932 / FAX Apts: 972-243-5417 The following foundation has been designed to soil conditions based on a soil analysis prepared by : FoundationType: Laboratory Report No. . ©ate: Post Tension HBC 94015187 5129/2001 and in accordance with the 2009 International Residential Code, 2009 International Building Code and standard engineering practice. Effective Soil P[ : 45% Qa: 1500 SSE Project No.: 1402552 Legal description of property Subdivision : Windsor Town/Gity: Lot : lock: Address Plan: Estates Goppell 2 A 6)5 St. James Custom Respectfully, Strand Systems Engineering, Inc. r W Blake Gustafson, P.E. V.P. of Operations Enc: design calculations rte• � J'�� W. BLAKE GUSTAFSON 103539 • r I N A. �tl�0ii Z�N� Registration No: F-1629 STAND +.CYSTEMS ENC�1'iTEERI7.'\T+ti • I:L\TG'� April 2, 2014 The Holmes Builders Construction Company Ltd. 255 E. Hwy 121, #200 Coppell, TX 75019 12E: Windsor Estates 605 St. James Coppell, TX Lot 2 Block: A Belled Pier Inspection Gentlemen: 6221 Riverside Dr., #116 / Irving, Texas 75039 Phone 972-620-8204 / www,strandsystems.com FAX Res: 972-488-8932 / FAX Apts: 972-234-5417 S2E# 1402552 This letter is to affirm that a representative of this firm performed aPre-Pour/Pour pier inspection of the referenced project foundation on March 1, 2014. An inspection checklist was left at the job site. See inspection checklist for additional information/comments. No. of Pius — 60 Pier Diameter —12 inches Bell Diameter — 36 inches Pier Depth — 15 feet During drilling operations water was encountered. We advised the client that the removal of water was necessary prior to concrete placement. The piers available for inspection were located as shown on approved plans and were drilled to full design depth or greater. Refer to pier inspection checklist for additional information/comments. We trust that this is the information you require. Please contact this office if we may be of additional assistance. Respectfully, Strand Systems ngineering, Inc Tamara L. Spicer, P.E. President Registration No.: F-1629 sP1G AAM 9247 o .'`�� f 9Mono p/CENto �C�� = I*ONP�, '