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Home My WebLink AboutMFA2013-06601,E T E X M1 S" JOB ADDRESS: LOT: MA({ a L 1012 DATE OF ISSUANCE: PERMIT #: 13- 0 �, G o BUILDING PERMIT APPLICATION PLEASE PRINT 5 BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): CURRENT MAILING �� 6DI ADDRESS: CITY /STATE /ZIP: l�� I r PROPERTY OWNER: I 01M M CURRENT MAILING ADDRESS: C� Ss ii Ha (t I ��j� } 1 �� Cd �7 n CITY /STATE /ZIP: ---1/' Q2 u Q(1 ' ,I J� )b ce l PHONE NUMBER: b - q D %� oo PROJECT VALUE: $ � C��soL� —off FIRE SPRINKLERED? YES NO DESCRIPTION OF WORK TO BE DOr USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: * *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 Licensing and Regulation for Accessibility Review. Control Number: (Not 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: _ 1^ 1`J11(1(� t JC X i SIGNATURE PH #: `i�1� "�� I�r3 FAX 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: $ 2 f3 So • vU Setbacks Approv al to Issue Occupancy Group: )'2- 2 Fire Sprinkler: YES -- NO - Front: - Electrical - Division: Building Depth: — Left: Plumbing - Zoning: %Z - r/1 Building Width: — Rear: Mechanical — Occupancy Load: Right: - Plan Review Approval: Date: ,2• Z g • 2e, a Building Permit Fee: 75' Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: .Z - 2 Y • 2c 13 Total Fees: /. y Lot Drainage Submitted: Approved: Total Amount Due: 3 3 `P.O. BOX 95104, GRAPEEWNNEE, TX 76099 (817) 410 -3165 O:FORMS\OSPERMITAPPLICATIONS 1/ 02- R- .11/04,5/06,2/07,11 /09,4/11 ' �,_ �- tion Insp ctA TR-AV 'OR SHALL CALL FOR ..v G•. ��...A E � � � •tiro • o ry ATION R PA111ONS. 3 ' 1 2551 Hall John n Rd SHE PT: Or: Grapewine�Texa 01305tONTRACTOR REGISTRATION -- --�rua 26, REl_Ef.S�f:" �- ; -,�`, NOT AUTFiCRIZF ANY WORK IN CONFLICT WILL DE REVOKED UPON WITH ;E: BUILDING GOD[ OR ZONING ORDINANCE 7-'-41S PI-J:rJ TO BE KEPT ON PERM, EXPIRATION. JOB AT ALL TIMES SCOP DATE: 2' _Z Q • 20 - - 13_ BY: ') A For the pgrposegaf mwtp p rj4ipglTq"rrements, ave performed an evaluation of the foundation survey data for the y propose on Rd by Advanced Foundation Repair, LP. The evaluation scope r��'�� r includ te i}qi 1 {o u `� and lifting procedures used to make corrections to the foundation of this building. A final inspection wil a p.- e ormed ounce 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. OFFICE COPY IMPORTANT LIMITATIONS This report is a presentation of professional opinion based on the available information at the time of my review. No soil 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 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 collect 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 in a real estate transaction. CERTIFICATION I hereby certify that I have personally reviewed the plans for foundation repairs proposed for 2551 Hall Johnson Rd located in 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 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 February 26, 2013 BROV✓N* % Dan L. BroVn, P.E. l� �, 91704 :'� i Registered Professional Engineer 11' ? ,•, ICENu0•'.• ;�<cr .% State of Texas #91704 �, ��P1ALE• P.O. Box 211066 * Dallas, TX 75211 FEB 2 7 2013 214- 337 -5747 * Fax 214 - 337 -5742 Revised 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 that cylinders placed on the top of the cap stand vertically and not rock. STEEL CAP SEATS TO SUPPORT CAP ASSEMBLY (Optional) 1. The top of the cap seat is to be .625" or thicker steel plate cut into a 6" diameter circle. 2. The shaft of the cap seat is to be .15" wall steel pipe (plus or minus mill tolerances), 14 inches in length that is to be welded to the circular steel plate. PENETRATION OF SLABS 1. The following procedure is to be used when penetrating slabs: a) Mark the boundaries of the hole; b) Use sledge hammers or jackh � crete; use points and not chisels on jackhammers. 1 RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE 3 THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES CATS: 4.29.4013 BY: 4%-.P BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN 2551 Hall Johnson Rd Lincoln Vineyards Bldg 11 Grapevine, TX 76051 FTW 41 -E AN 15078 �I r ............. RN LY f . .................. RO91W ^. Jib . j i Rcvised 02.28,12 MULTI-WALL STEEL PILING FRONT VIEW SIDE VIEW Existing Structure Grade Bearn Sol! Grade Beam Void after Ini. Support Shims L f j, Conr:etp JP (Optional Steel Cap) Steel Cap Seat Outer Pipe - Inner Pipe Concrete Grout C1W OF GR_ The Patented Pro-lift System R E7 L E A Piles shall SHEET: be driven RELEASE DOES NOT AUT! 107-, 7 UN!" IN ;_.CI 'r, _!C. to refusal WITH THE BUILD!N,..t C;(__)F I ING ORD!`fV'C,E PT ON Friction MES Reduction DATE: P-0 13 -40 Collar RIELEI T-OF EASE '7 '3 0 RIG H I ALL CHAN'GE � il'.IUST BE APPHICVED 2551 Hall Johnson Rd Lincoln Vineyards Bldg 11 Grapevine, TX 76051 FTW 41 -E AN 15078 DAiN U111i el Foundation Inspections, L.P. CERTIFICATE OF COMPLETION AND ACCEPTANCE Lincoln Vineyards Building 11 2551 Hall Johnson Rd Grapevine, Texas 76051 At the request of Advanced Foundation Repair, LP,my representative or I performed an evaluation of the foundation repairs at Lincoln Vineyards Bldg 11; 2551 Hall Johnson Rd; 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 21, 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 Lincoln Vineyards Bldg 11; 2551 Hall Johnson Rd; 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. P.O. Box 211066 * Dallas, Texas 7521.1 214 - 337 -5747 * Fax 214 -337 -5742 Certified on May 24, 2013 r LYP:N NFU.., 4 Dan L. Brown, P.E. r "• c,.1'�' Registered Professional Engineer tio.. State of Texas #91704 P.O. Box 211066 * Dallas, Texas 7521.1 214 - 337 -5747 * Fax 214 -337 -5742