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Home My WebLink AboutMFA2013-1593JOB ADDRESS: LOT: NO DATE OF ISSUANCE: MAY 8 ?ui, ` PERMIT #: ! 3 / _0 -3 BUILDING PERMIT APPLICATION PLEASE PRINT BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): j` l)� ( 1(��( k-(j -Lkfl 00_t1L-M CURRENT MAILING ADDRESS: CITY /STATE /ZIP: . `cc) a (l PH: # o�l �`3JJ 0D3 Fax #a (�- 331- MD PROPERTY OWNER: CURRENT MAILING ADDRESS: J U U l CITY /STATE /ZIP: V np�v i <Ly PROJECT VALUE: $ o�`O DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: / l' 111,'' PHONE NUMBER: -` ��U- �� "1 FIRE SPRINKLERED? YES NO * *Total Square Footage under roof: Square Footage of alteration /addition: ❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of I icensing and Regulation for Accessibility Review. Control Number: (NGg required for 1 & 2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) 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). PRINT NAME: �Y�LS SIGNATURf---" M �3� I aJ PH #: FAX #: 3l y -320-AN) EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E -MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES NO Front: Electrical Division: Building Depth: Left: Pl mg Zoning: l Building Width: Rear: ,,,-Mechanical Occupancy Load: Right: Plan Review Approval: - Date: G i3 Building Permit Fee: `75 Site Plan Approval: Date: Plan Review Fee: j G Fire Department: Date: g Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: �' Total Fees: "73, 3Z Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410 -3165 O:FORMSTSPERMITAPPLICATIONS 02 -Re 11/04,5l06,2/07,11/0/1 f6� 1' S/{) 0 I .RAJ, INK T 6 A S City of Grapevine, TX P.O. Box 95104 Grapevine, TX 76099 (817) 410 -3165 Voice (817) 410 -3012 Fax BUILDING - -- MULTI - FAMILY ALTERATION Issue Date: May 8, 2013 PROJECT DESCRIPTION: Foundation Repair Building #7 "Mustang Ridge Apts. PROJECT # (817) 410 -3010 WWW.mygov.us MFA -13 -1593 Inspections Permits LOCATION TENANT LEGAL 3601 Grapevine Mills Pkwy. Mustang Ridge Apartments Butch Van Hopper Addition Building # 7 Bilk 1 Lot 1 Grapevine, TX 76051 CONTRACTOR Advanced Foundation Repair 5601 W. Jefferson Blvd Dallas, TX 75211 (214) 333 -0003 Phone (214) 337 -8400 Fax (469) 341 -2623 Mobile OWNER Mustang Ridge Apartments Lp 7701 Forsyth Blvd Ste 900 Saint Louis, MO 63105 -1813 AVAILABLE INSPECTIONS ► MISC. Building Inspection (required) ► Building Foundation /Footing (required) ► Building Pier (required) ► Final Fire Dept Inspection (required) ► Building Final (required) INFORMATION APPLICATION STATUS Approved CONDITIONAL USE REQUIRED? NO " CONSTRUCTION TYPE VA Sprinkler system OCCUPANCY GROUP R2 OCCUPANCY LOAD No change "ZONING DISTRICT R -MF -2 "' NAME OF BUSINESS Mustang Ridge Apartments — APPLICANT / TENANT'S NAME Kristine — APPLICANT / TENANT'S PHONE NUMBER 469- 341 -2623 "SITE PLAN / SPECIAL USE / CU? N/A 1) Certified Energy Code Inspected N/A 2) Accessibility Review N/A 3) Control Number 4) Asbestos Survey N/A Acreage APPROVED TO ISSUE ELECTRIC NO APPROVED TO ISSUE MECHANICAL NO APPROVED TO ISSUE PLUMBING NO County Tarrant Fire Sprinkler System? NO Square Footage VALUATION 2850 What is use of Building /Structure? Multi - Family - Apartments Zoning R -MF2 - Multi - Family FEES TOTAL = $ 123.34 Building Permit Fee $ 74.75 Building Plan Review $ 48.59 PAYMENTS TOTAL = $ 123.34 MYGOV.US City of Grapevine I BUILDING - -- MULTI - FAMILY ALTERATION I MFA -13 -1593 I Printed 05/08/13 at 10:48 a.m. Page 1 of 3 Advanced Foundation Repair (Robert Snyder) Other on 0510212013 ($123.34) Note: CC0851 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). o NC� Owner / Agent Signature Date MYGOV.US City of Grapevine I BUILDING - -- MULTI - FAMILY ALTERATION I MFA -13 -1593 Printed 05/08/13 at 10:48 a.m. Page 2 of 3 Foundation Inspections, L.P. FOUNDATION REPAIRS FOR Uft 3601 Grapevine Mills Pkwy Grapevine, Texas 76051 April 26, 2013 SCOPE For the purposes of meeting permitting requirements, I have performed an evaluation of the foundation survey data for the proposed repairs to be performed at 3601 Grapevine Mills Pkwy by Advanced Foundation Repair, LP. The evaluation �� scope includes verification of the plan for foundation repair and lifting procedures used to make corrections to the (L� foundation of this building. A final inspection will be performed once repairs are completed so that the work can be certified. FOUNDATION ANALYSIS The structure is a multi family dwelling, supported by a concrete slab on grade foundation. There are signs of distress that' ` indicate foundation problems. In my opinion, the deflections present indicate that foundation repairs are needed. The results of my evaluation verify the plan of repair proposed by Advanced Foundation Repair, LP. I confirm their recommendation that 5 Steel Pilings be placed as shown on the attached drawing. IMPORTANT LIMITATIONS (� This report is a presentation of professional opinion based on the available information at the time of my review. No soil 0- reports were made available to the Engineer at the time this evaluation was conducted. No building plans or ` specifications were reviewed. No siding, wall or floor coverings, landscaping, furniture, or any other items causing Ll obstruction of visual observations were removed. No inspections were made for termites or other insect infestations, or for any hazardous materials. Technical equipment was utilized to gollicj,relative elevation survey data for my review. This report is for the exclusive use of Advanced Foundation Repair, LP and is not intended for use m1a, real estate --� transaction. CERTIEFIC AT40N - 4u RLL�P - T r a; l" c I hereby certify that I have personally reviewed the plans for iound�a�ipn repairs proposed `for 3601 Gra ills Pk located in Grapevine, Texas 76051. -t SC�<t I further certify that I am a Registered Professional EngliibZ i of--Texas'. r, . I IN BSI I further certify that the findings and conclusions contained in this report have been, to the best of my know�iedge, correctly and completely stated without bias, and are based ups hay assessment of the data made available to me at the time of my review. No responsibility is assumed for any events that occur after the inspection and submission of this report and no warranty, either expressed or implied, is made. Certified on April 26, 2013 �� OF T Eq� 11 tb r . � f. BROtiNN* Dan L. Brown, P.E. 91704 f� '• c O •' <t,�i Registered Professional Engineer I ( 1 0„ •, icEN. State of Texas #91704 t FSSlO N A. P.O. Box 211066 * Dallas, 75211 �� Ii 214 - 337 -5747 *Fax 214 - 337 37 -5742 `MA,Y Z013 OMMERCIAL DIVISION Name Mustanq Rldge Add. !, a r) 4 e-, --- IIS GMT: ADVA&NNCED N# Tel Grapevine TX__ FOUNDATION REPAIR Date 3-6-13 Mapsco DRAWING LEGEND SITE CONDITIONS BUILDING FACTS New Pilings --Prop. Line Tunnel Wood Deck Stories Pool Equip. Brick Builders Piers Fence .4 Slope Add-on Grade Beam Previous Work c] A/C Unit Elect. Panel Slab Crack o Wall Cracks Interior Grade Beam Post Tension Break-outs Mustang Ridge apartments #7 __ ____ ___ ___ - - - - ___ -,-- __ __ DAN R 0 VV N oP 10, 'IF ........ ..... . ............ DAN LY 91704 it' ENS Reviscd 02,28 12 MULTI -WALL STEEL PILING SPECIFICATIONS (Steel Cap /Optional) HOLES 1. Minimum depth is 2 feet below the bottom of the grade beam. 2. Minimum penetration behind the face of the beam is 6 inches or the width of the cylinder, whichever is greater. 3. Holes should be spaced so that undisturbed dirt sufficient to support the foundation remains between holes. 4. All excavated material is to be placed on plywood or paved surfaces until the repair is complete. All excess material is to be removed. STEEL TUBING 1. Minimum yield is 25,000 psi 2. Minimum wall thickness is .15 inches plus or minus mill tolerances 3. OD on outer pipe is 2.875 ", OD on inner pipe is 2.375" CONCRETE 1. Minimum strength is 3,000 psi. CONCRETE CYLINDERS FOR CAP ASSEMBLY 1. Ends of cylinders to be flat so that cylinders do not rock on cap. 2. Plane passing through end of cylinder to be at an angle of 90 degrees to line passing through long axis of cylinder plus or minus 3 degrees. PADS FOR CAP ASSEMBLY 1. Minimum thickness is 2 inches, length 8 inches, width 8 inches. 2. Tops and bottoms should be smooth and level so that a cylinder stacked on pads will stand vertically and not rock. GROUT 1. Prior to caps being placed each piling is to be filled with a portland cement grout. CONCRETE CAPS FOR ASSEMBLY 1. Minimum width is 12 inches, length 8 inches, width 8 inches. 2. Tops and bottoms should be smooth and flat so thkeylii ders placed on the top of the cap stand vertically and not rock. STEEL CAP SEATS TO SUPPORT CAP ASSEM& (Optional) t 1. The top of the cap seat is to be .625" or thicket steel plate cut into a 6 ' diameter circle. 2. The shaft of the cap seat is to be .15" wall st4pipe (plus-orminus mill tolerances), 14 inches in length that is to be welded to the circular steel plate. PENETRATION OF SLABS Rc L� r+ 1. The following procedure is to be used when penetrating slabs: J a) Mark the boundaries of the hole; `' ' � _- ` . " • b) Use sledge hammers or jackharm WIYeako�it t "one ete;use paints no ise s on jackhammers. DAN LY BROWN / 91 704 'll �,c' ��CENSEO.••��i 3601 Grapevine Mills Pkwy Mustang Ridge Apartments Grapevine, Texas 76051 FORT WORTH 14 -V AN14922 Revised 02/28/12 MULTI -WALL STEEL PILING FRONT VIEW Shims SIDE VIEW Existing Structure a Soil Grade Seam `.'uiu 'Ifter lift (Optional Steel Cap) St-)fl Backfii i Inner Pipe Conre?f3to i SHUT _ —J :;T Vvi NPMes Shall r ": — be- iriven - - to ref�salo.` r ATE: __-- -- `--' i — ---- --T `R- cluctiori _ lop � .. D N LYN BF tr.A 9704 3601 Grapevine Mills Pkwy Mustang Ridge Apartments Grapevine, Texas 76051 FORT WORTH 14 -V AN14922 JUN I 1202 3 V1 S� Foundation Inspections, L.P. CERTIFICATE OF COMPLETION AND ACCEPTANCE Mustang Ridge Apartments Building 7 3601 Grapevine Mills Pkwy Grapevine, Texas 76051 At the request of Advanced Foundation Repair, LP,my representative or I performed an evaluation of the foundation repairs at Mustang Ridge Apartments; Building 7; 3601 Grapevine Mills Pkwy; Grapevine, Texas 76051. Advanced Foundation Repair, LP, repaired the foundation of this structure. Installation documents were reviewed and 5 Steel Pilings have been installed. The final property visit was completed on May 17, 2013. The work has been satisfactorily performed. It would be advisable to implement a controlled watering program. CERTIFICATION I hereby certify that my representative or I personally visited the property at Mustang Ridge Apartments; Building 7; 3601 Grapevine Mills Pkwy; Grapevine, Texas 76051. I further certify that I am a Registered Professional Engineer in the State of Texas. I further certify that the findings and conclusions contained in this report have been, to the best of my knowledge, correctly and completely stated without bias, and are based upon my observations and experience. No responsibility is assumed for the events that occur after the inspection and submission of this report and no warranty, either expressed or implied, is made. Certified on May 24, 2013 C. OF T� t ::...................... . >s Dan L. rown, P... t, D .............................. ' ti � I _. f1„ i Registered Professional Engineer State of Texas #91704 t t t is ' . ... � ^ti 2 � � H r�i►� � r2� ��e� t I P.O. Box 211066 x Dallas, Texas 75211 214 - 337 -5747 * Fax 214 - 337 -5742