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Home My WebLink AboutMFA2013-1522X EVI E �T 6, X A S I ° r- C)ceteol- -fail / 3 APR 214 2913 JOB ADDRESS: LOT: BUILDING COP CURRENT MAILIl CITY /STATE /ZIP: PROPERTY OVA CURRENT MAILIT DATE OF ISSUANCE: PERMIT #: BUILDING PERMIT APPLICATION PLEASE PRINT BLOCK: SUBDIVISION: CITY /STATE /ZIP: U1 QAW a . I XQ UJ I PHONE NUMBER: I 0c, I ►mot , (D lu - 4�(-f Ct 4 PROJECT VALUE: $ it �=2u — FIRE SPRINKLERED? YES DESCRIPTION OF WORK TO BE DOP USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: ';:*Total Square Footage under roof: NO 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: ��15�" t (� Dow' S SIGNATURE_ _ PH #:q l(993Y I^ b Q 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: V Permit Valuation: $ l i c 6a Setbacks Approval to Issue Occupancy Group: (Z- 2 Fire S rinkler: YES — NO — Front: - Electrical - Division: Building Depth: - Left: - Plumbing Zoning: R f11F 2 Building Width: Rear: - Mechanical Occupancy Load: Right: - Plan Review Approval: ,� Date: L • 26- 20 l Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: j , '% Fire Department Date: Lot Drainage Fee: Public Works Department Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: ".26-20B Total Fees: if Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410 -3165 O:FORMS\DSPERMITAPPUCATIONS 1/ 02- R- .11104,5/06,2107,11 /09,4/11 F,5-/ GI AP VI: E ' T 5 A 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 1, 2013 PROJECT DESCRIPTION: Foundation Repair Bldg. #4 "Mustang Ridge Apartments" PROJECT # (817) 410 -3010 WWW.mygov.us MFA -13 -1522 Inspections Permits LOCATION TENANT LEGAL 3601 Grapevine Mills Pkwy. Mustang Ridge Apartments Butch Van Hopper Addition Building # 4 Blk 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 ► Building Foundation /Footing (required) ► Building Pier (required) ► Final Fire Dept Inspection (required) ► Landscaping (required) ► Building Final (required) INFORMATION * APPLICATION STATUS Approved * CONDITIONAL USE REQUIRED? N/A * CONSTRUCTION TYPE VB SPRiNKLER * OCCUPANCY GROUP R -2 * OCCUPANCY LOAD N/A *ZONING DISTRICT R -MF -2 ** NAME OF BUSINESS Mustang Ridge Apartments * *APPLICANT / TENANT'S NAME Kristine Davis * *APPLICANT / TENANT'S PHONE NUMBER 469- 341 -2623 *SITE PLAN / SPECIAL USE / CU? N/A 1) Certified Energy Code Inspected NO 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 BUILDING: DEPTH N/A BUILDING: WIDTH N/A County Tarrant Fire Sprinkler System? N/A SETBACK: FRONT N/A SETBACK: LEFT N/A SETBACK: REAR N/A SETBACK: RIGHT N/A Square Footage VALUATION 11060 WATER DEPT. IMPACT FEES (SEWER) N/A MYGOV.US City of Grapevine I BUILDING - -- MULTI - FAMILY ALTERATION I MFA -13 -1522 1 Printed 05/01/13 at 10:23 a.m. Page 1 of 3 WATER DEPT. IMPACT FEES (WATER) N/A WATER DEPT. LOT DRAINAGE FEE N/A What is use of Building /Structure? Multi - Family Apartments Zoning RMF2 - Multi - Family FEES TOTAL = $ 308.96 Building Permit Fee $ 187.25 Building Plan Review $ 121.71 PAYMENTS TOTAL = $ 308.96 Advanced Foundation Repair (Robert Snyder) Other on 0412512013 Note: CC0851 ($308.96) 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. 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)^ '5__/- Owner / Agen ignature Date MYGOV.US City of Grapevine i BUILDING - -- MULTI - FAMILY ALTERATION I MFA -13 -1522 i Printed 05/01/13 at 10:23 a.m. Page 2 of 3 C'NTRACTOR SHAV6fifij#a€ *gfi Inspections, L.P. �ISPECT�06�S` O REPAIRS FOR 3601 Grape ne Mills Pkwy CONTRACTOR REGISTRATIONevine,frexas 76051 WILL BE REVOKED UPON April 1 2, 2013 PERMIT EXPIRATION. SCIOPE 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 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 20 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 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 3601 Grapevine Mills Pkwy 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. l 3 - / s aa.- Certified on April 22, 2013 d • �..... .l ..................* . N LYNN BROWN COPY an L. Brown, E. /rr ::...91.7.0 4....::�. OFFICE Registered Professional Engineer 1 �� cc� ,•' ° State of Texas #91704 C� N.... 1 1 U�r P.O. Box 211066 * Dallas, TX 75211 214 - 337 -5747 * Fax 214- 337 -5742 l 3 - / s aa.- COMMERCIAL DIVISION -, MGMT: AN# I DRAWING LEGEND • New Pilings - - - - - -- Prop. Line Builders Piers — Fence ❑ Previous Work ac A/C Unit 0 Slab Crack o Wall Cracks FOUNDATION REPAIR Tunnel < Slope Elect. Panel — Interior Grade Beam Name Mustang Ridge Add. 56 01 —&a pevrn e -mill s Tel Grapevine TX Date 3-6 -13 Mapsco SITE CONDITIONS BUILDING FACTS —Wood Deck _ Stories _ Pool Equip. _ Brick _ Add -on _ Grade Beam Post Tension _ Break -outs - - -- - -. I I I I I I I I I 1 I ! I I I I I I I j I I I I I I I I I I I I I Mustang Midge apahtments I ! r#4 I I I I I I I I I I I I I I I I I I I I I 1s 201 1 I I I I 1 I j - - - -17 16 - - - - I - - - - -II 1 1 1 1 ----- - - - 14, 16 1 14 1 110 1 - 41 1 ! I I I 18 l_— I � - — — — — - — — — — — — — — — — — -- II I I I ! - - - -- I I 1 I I-- ! I I - - I I - - - - -I ! - - - - - -- � - 7 1 s 1 j 1 6 e - - -- - - - -- i - - - -I I I11stall 20 Steel Pilings 1 AN ID r) Lc-rrc 2 P brl s 1TC-I - -- 1 1N5P(�c710 rJ l A14.D p.ppRp9At1 OF P)GRJ 2NS"rA L_I_ A� r►nNs IFo� Gir%t4L I I I I j i I j I I 1 I j I I My PENN' RELE44SE FOR SHEET OF' I AELEASE DOES NOT AUTHORIZE ANY WORK INCON _FLICIT__ - - -I WITH THE BUILDINGM7LZ5R-; NINGORDINANCE I I I I THIS PLAIN TO B KEPT O�1 THE JOB AT AL� TIMES } 1, a T17q4 .............. J LATE: �-) • -6.2a l ,6 _ _ ! i �Y — - - -- I - - - -! ---- 1----- 1- - - --I— t — R^� BUILDINGIINSPECTIO DIVISION I I I �j ' '• " " "'••' ./ RELEASE DOES NOt APPLY T CONSTRUCTION IN I I I 1,%f. . r'4 EASEMENTS ORION PUBLI RIGHT OF -WAY, ALL CHAi`1Gr MUST D 1 - -- I - - - - -- �� s� ..:.....• I APPROVED — — —_ —I ------ - -� - -- 1 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 th dries of the hole- b) Use sleXh i rrs i��to breakout the concrete; use points and not chisels on jackhammers. RELEASED FOR CONSTRUCTION SHEET: OF: RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE: Ll - Z6. 20 13 sY: BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR ON PUBLIC RIGHT -OF -WAY. ALL QHAN�'° � �;I IQT Qom. wx sY. W?ae e 7- T as r"W 3601 Grapevine Mills Pkwy Bldg 7 Mustang Ridge Apts Grapevine, TX 76051 FTW 14 -V AN 14922 �....:.... LY N BROb ^,'N �i �: 9 704....:....% Revised 0? 28 12 MULTI -WALL STEEL PILING FRONT VIEW SIDE VIEW Existing Structure Grade Beam Soil . ,.: Vold al -f hit Blocks ^i. Shims Concrete Cap (Optional Steel Cap) , .a n. _4 Steel Cap _ Seat CITY OF GRAP outer Pipe F RELEA.S " FOR COINNISTRL ION -- SHEET: RELEASE DOES NOT AUTHORIZ Inner Pipe WITH THE BUILDING CODE 04ING ORDINANCE THIS PLAN TO X PT ON THE JOB AT MESn DATE: Li ' 2�' 2 O f3 g a oc oncrete Grout BUILDING INSPEC N 61VISION RELEASE DOES NOT APPLY' ,3QNSTRUCTION IN EASEMENTS OR ON PUBLIC FI�aHT -OF -WAY. ALL CHANGES MUST BE APPROVE - i. d - .111111110 Piles shall be driven to refusal Friction Reduction Collar AOO r..... , : DAN LY IN BRO'. /rf+ •. .7..... ( 91704 y'., 3601 Grapevine Mills Pkwy Bldg 7 Mustang Ridge Apts Grapevine, TX 76051 FTW 14 -V AN 14922 Foundation Inspections, L.P. CERTIFICATE OF COMPLETION AND ACCEPTANCE Mustang Ridge Apartments Building 4 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 4; 3601 Grapevine Mills Pkwy; Grapevine, Texas 76051. Advanced Foundation Repair, LP, repaired the foundation of this structure. Installation documents were reviewed and 20 Steel Pilings have been installed. The final property visit was completed on April 30, 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 4; 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 3, 2013 L.�_, u� dam. ----• 8�'� `J Dan L. Brown, P.E. Registered Professional Engineer State of Texas #91704 MAY 0 Z 2013 c 0.F .......................t..1% DAN LYNN BRO..:. ^J � J � P.O. Box 211066 * Dallas, Texas 75211 214 -337 -5747 * Fax 214 - 337 -5742