The URL can be used to link to this page

Home My WebLink AboutMFA2012-4062. €i 01,7 1 sib W-21 !III DATE OF ISSUANCE: PERMIT #: APPLICATION 4T SUITE # 3ION: lei # a# PHONE NUMBER: FIRE SPRINKLERED? YES NO e Footage of alteration /addition: nspected by a certified energy code inspector in Accordance with ailable to the Building Department (required for new buildings, t of Licensing and Regulation for Accessibility Review. (Not required for 'l & 2 family dwellings) )N TO COMMERCIAL AND PUBLIC BUILDINGS* cture in accordance with the regulatory requirements of the Texas 1��, lId l� all work will be perforated according to the documents approved by finance regulating construction. It is understood that the issuance of e of the City Of Grapevine. I FURTHERMORE UNDERSTAND iDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE SUCH APPROVAL FROM THE APPROPRIATE STATE AND GNAT X14: E BUILDING JNSPECTION bEP4RT1VrF Setbacks A royal to Issue Front: EleetriG Left. bins � t" Mechanical Rear.' t Water Availabilit Y Rate: Sewer Availability Rate: Buildinlo, Permit Fee: 1 , ' Plan Review Fee: Lot Dra%nae F Sit I Total Fees: , Total Amount Due: ," O: PormslBU1LD11* 1G. FlPP '- -1I2J02- jliev.l1119J04,5�23 /4 �-* I _ - BUILDING - -- MULTI - FAMILY ALTERATION Issue Date: November 27, 2012 PROJECT DESCRIPTION: Foundation Repair "Wildwood Creek Apartments" j PROJECT # (817) 410 -3010 MFA -12 -4062 Inspections WWW.mygov.us Permits City of Grapevine, TX P.O. Box 95104 Grapevine, TX 76099 LOCATION TENANT 820 E Dove Loop Rd. Wildwood Creek Apartments Building # 13 Grapevine, TX 76051 LEGAL Wildwood Creek Addition Blk 2 Lot 1 (817) 410 -3165 Voice (817) 410 -3012 Fax CONTRACTOR INFORMATION * APPLICATION STATUS Approved Granite Foundation Repair, Inc. * APPLICATION STATUS Approved 519 1 -30 #159 Rockwall, TX 75087 * APPLICATION STATUS Approved (972) 412 -2171 Phone * APPLICATION STATUS Approved (972) 559 -1763 Fax * CONDITIONAL USE REQUIRED? NO granitefoundationrepair @gmail.com * CONSTRUCTION TYPE VA OWNER TR Wildwood Creek Corp * ZONING DISTRICT R -MF -2 ** NAME OF BUSINESS Wildwood Creek Apartments * *APPLICANT / TENANT'S NAME Kristin Harris 875 N Michigan Ave Ste 3430 * *APPLICANT / TENANT'S PHONE NUMBER 972 - 412 -2171 Chicago, IL 60611 -1958 1) Certified Energy Code Inspected YES AVAILABLE INSPECTIONS P. Building Final (required) 2) Accessibility Review N/A 3) Control Number 4) Asbestos Survey YES Acreage APPROVED TO ISSUE ELECTRIC NO APPROVED TO ISSUE MECHANICAL NO APPROVED TO ISSUE PLUMBING NO County Tarrant Fire Sprinkler System? N/A Square Footage VALUATION 13685 What is use of Building /Structure? Multi Family Dwellings Zoning R -MF1 - Multi- Family FEES TOTAL = $ 350.21 Building Permit Fee $ 212.25 Building Plan Review $ 137.96 PAYMENTS TOTAL = $ 350.21 MYGOV.US City of Grapevine I BUILDING - -- MULTI - FAMILY ALTERATION I MFA -12 -4062 I Printed 07/18/13 at 8:41 a.m. Page 7 of 3 Granite Foundation Repair, Inc. (James Oursler) ($137.96) Other on 1112012012 Note: CC5518 Granite Foundation Repair, Inc. (James Oursler) ($212.25) Other on 1112712012 Note: CC6948 NOTICES 1) ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) A copy of the signed permit and approved plans must be on site at all times. 3) The project address must be clearly posted at the job site. READ AND SIGN 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 Ordinance 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 FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). Owner / Agent Signature Date MYGOV.US City of Grapevine I BUILDING - -- MULTI - FAMILY ALTERATION I MFA -12 -4062 1 Printed 07/18/13 at 8:41 a.m. Page 2 of 3 Note: CC5518 Granite Foundation Repair, Inc. (James Oursler) Other on 1112712012 ($212.25) Note: CC6948 NOTICES 1) ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) A copy of the signed permit and approved plans must be on site at all times. 3) The project address must be clearly posted at the job site. READ AND SIGN I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). Owner / Agent Signature Date MYGOV.US City of Grapevine I BUILDING - -- COMMERCIAL ALTERATION I COMA-12-40621 Printed 11/27/12 at 2:47 p.m. Page 2 of 3 To: Pa9c 4 of 10 20'12 -11 -20 '19:43:06 (GMT) 1925849889 From: Edward Scoular "`' hlnvarrihar "itl '3[ld'? n n T-: Fl.gj. S of 1 0 20'12 -11 -20 '19:43:06 (<-- MT) 19725849889 E01 Scoular IFE November 2 Q, 2012 Page 3 DISCUSSION OF GENERAL FOUNDATION MAINTENANCE PRACTICE This. foundation distress was possibly caused by differenfial swelling and shrinking of the expansive clay sails. that are Known to exist in.thj§ area. Desiccation of the soils Is usually caused. by mature landscaping, trees and by seasonal climate. variation$, -Expansive clay soils are sensitive.to changes in moisture. content. It is' not .unusupf to see a. foundation: in. t4e,DFW area move in response to moisture variations that normally attend. seasonal. changes. Settlement of a foundation that is �induced by seasonal. considerations usually occurs during the, hot dry Summer months when the clay soils dr y out to a depth of 10 to la feet The drying. (desiccation} on -occurs because of both. surface. evaporation and transpiration (water being removed from the soils by trees and shrubs). :Itis..possible, that portionsota foundation. that have, previously not moved `can experience :settlement due to desiccation of the.. sot If a, portion of the foundation, has been. previously ..underpinned, those portions should not settle. As soils dry, they shrink and consolidate. A slab- on-grade foundation usually, settles, during the dry summer months, especially.along the outer perimeter. Usuall y the -' winter months, are wet so the expansive clay soils, tend. to swell and raise the foundation. Properly . . . rlyinstalled piers will take out the downward portion of the seasonal :up and down . movement. Rt: Underpinning foundation . onl y prevents. future downward movement from occurring;. however, piers cannot expansive . clay soils from upheaval. The DFW rnetroplex is :known for its expansive .-clay Soils, Variation of the, vol!jme.of clay soils is the lesult of changes in the ropisture content of the soils and. is usually caused by mature .landscaping, trees and by seasonal, climate variations. Vegp jab ocan d raw moisture out from under house, foundation. Roo ts barriers should be installed between any large tree and the house to eliminate., this source of moisture..Ios.s., :Shrubs should be.kept to a height :of.two feet to restrict the development, of an extensive root network to supply. the shrub with :moisture from below the foundation-, To: Pam 7 of 10 20'12 -11 -20 1 9:43:06 (GMT) '49725849889 From: Edward 5coular IFE November-20,2012 Rage 5 ; TE.RIMS" , CONi?ITi ®hlS :& DISCLAIMERS . DISCLOSURE .OF HIGHLY ACTIVE NATURE.OF SOILS, Whereas it.is' known to knowledgeable professional engineers that the. soils in this area are subject to movement, due to expansion and/or contraction, This sail movement could possibly cause the foundation to move, n' even after the repairs are completed as outlined in the above "Recommendations, true to the highly:active.nature of soils in the area of this structure, additional movement of the :so" il.may possibly ac€it that may negatively impact the. stability of the foundation. No WARRANTY IS EXPRESSED OFd EMPLlE.D BY THtS,ENGtNEER AS'TO rHE..PERFORMA.NCE.OF THIS. FOUNDATION OR THE.REPAIRS THERETO. Proper maintenance of consistent soil conditions "'along the perimeter of this "structure should reduce further problems after the recommendations listed herein have been completed. The client should . be aware; however, if seasonal :moisture variations, water leaks. or erosion occurs, :the ` stability -of the foundation .would be jeopardized. DISCLAIMERS AND. DISCLI OSURE OF REPORT LIMITATIONS This. report is written. for informational purposes only and is not intended to be neither a. rigorous technical. evaluation of the property nor . an inventory of defects. The opinions expressed in this report are based on. information supplied by the Client and /or "an evaluation .of current conditions observed at the time of this inspection. THERE IS NO WARRANTY,.EXPRESSED OR.IMFLIED, C,'NCERNfNG THIS ENGINEERING REPORT. Llne €UTY 15 STRICTLY LIMITED TO . . THE FEEPAID FOR TH. IS REPORT., The information in this report supersedes any verbal comments, .expressed or implied, made by Independent Foundation Engineers Inc. its principals,, agents or employees (hereinafter ' IF1v " }, Client. agrees that IFE will not be responsible for: (t) .. knowledge ..0f subsurface conditions without_ extensive geotechnical data derived from onsite drilling and testing of the recovered samples, . iz} ' knowledge of crac ks; vertical d flerentia"l displacement.of floors without" uncovering of the floor by . the client; and (3} any other element such as joists or beams :and other structural rnembers that is boxed or otherwise not readily available to. IFE for viewing, and releases .IFF.from any liability attributable to such knowledge or conditions. Any prescribed repair plan.detailed by this report is based on observations of apparent performance -of the .. r. faCilityat the time of this structural: "sunray and the applicable Criteria of "Coping With Expansive Foundation Soils Compliance with:.apy code or specification,. other than as expressly noted is specifically excluded. This site survey;and resulting recommendations are based on conditions as they now exist and DOES NOT fMP.LY.OR WARRANT THAT .OTHER PROBLEMS AND OR AREAS IdrAY NOT.I3EGONIE MANIFES T IN THE FUTURE, Unless; other wise, indicated, this report was prepared expressly for the client and expressly for the. purposes indicated by the client.. Permission for use by any other person for any. purpose, or by .the client for di#terent purpose is denied, unless otherwise. stated in writing. by. IFE-1 IFE .SNAIL HAVE NO LIABILITY FOR ACTS. OR OMISSIONS.BY THE CONTRACTOR OR HIS SUBCONTRACTORS PERFORMING WORK ON THIS PROJECT, OR"THE FAILURE OF THE CONTRACTOR TO PERFORM. THE WORK IN ACCORDANCE WITH THE REPAIR PLATY. IFE is NOT RESPONSIBLE FOR THE.CONSTRUCTION MEANS, METHODS, TE",QUES, SEQUENCE OR PROCEDURES OR THE PRECAUTIONS INCIDENTAL THERETO.. IFE eXpressly. DISCLAIM S ANY WAriRAIdiY. OF EiTNESS FOR A. PARTICULAR PURPOSE and the ".Client BXpre$SIy disclaims that it has contracted for or received any warranty of faness for a particular purpose with respect.to this report, THE REPORT UNDER THIS AGREEMENT IS THE:O?INION OF IFE. AND THERE ARE .NO. WARRANTIE$ THAT EXTEND BEYOND THEDESC. RIPT IONON THE FACE OF THIS AC;REEMENT.., '. To: Pages 8 of 10 20'12 -'I '7 -20 '19:43:06 (GMT) 't 925849889 From: Edward Scoular FE November 20, 2012 Page .. .; 6 �fl d x7l, Zs ia cc - t0 O Lh ro G) tz ur a G q c 4 C U o m a Q (u C fl -0 L7 (fa N 0 j- Q a� wtEC i� w q o Uryyt U C O +U q II G .. ':'. co 'c 0 �. '" f3., � ., tn: (0 cu ' {3 Q' a :` c' a °) ai c ca 'sa a) a'' m am A i ? Ci: A O Y!JgG t7 a 3i F6 CC. C kJ C9 � 1L tR RS 2T .Q N W :� ter` :f of O Z t� vOi N iU i.L �2 4; w a a o ro. m a 'a o o v3 v os m a3 C c. u o a o c ® fn> a`3 sn CC O CS YF) `TS <? Gp "o C fll t3 N f�!) u v) y s4 2 v ni u Iv E iUL /6]�3T 0 3n . a m C. ��0 in c3 IL tci LU, AE ff ca v � ° nom ". � �� .'� �.:: .. - �:.;`:.tk:. , .'� �`. .U..:. to Q � ';. F- .•:.:_ :: GY G3�:. -': 2.'C ,,:,: Ta: PE�ge 9 of 70 20'i 2 -11 -20 '79:43:06 (GMT) '19725849889 From: Edward ScoulEir W LLI Lam? _ Q w - CD cy u zS tip C') z o - u- DCD.. Y :(t1 w t- CD . Q) N tU � � n z " � 0 O 0 Si Lt7 w Q ZS "R "s CD CD CU L , V }D y 16 s ti :L I v Y.i.�. d.. j d d _ t ,a ea a FOUNDATION SOIL UN <NOWN DEPTH TO BEDROCK BEDROCK OR LOAD BEARING STRATA Feb 21 13 08:50a - 972- 559 -1763 p.2