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HomeMy WebLinkAboutSFRA2017-2838 GI P-Elf Pi, q DATE OF ISSUANCE: �- s t;rt, � .4 s- J U L 2 S ZO`7 PERMIT#: i BUILDING PERMIT APPLICATION JOB ADDRESS: )- S A L I'e S SUITE# LOT: __ BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): _ ��� ( i o o 1 ou yncIA 4 i O n &t'Y;r CURRENT MAILING ADDRESS: e�n' i/0,` �, Jy Scu k2 wb CITY/STATE/ZIP: b ua S , 1 ?fit S 75-a D�f _ PH:# 2-*8-39'-d&g9 Fax# PROPERTY OWNER: i ) U u f-6 n i e _ CURRENT MAILING ADDRESS: LDS gL,1 I e S _ CITY/STATE/ZIP: -L-rg ee V r A e__' �P S �(� 0S" PHONE NUMBER: *10 rt-q0 7- So 32 PROJECT VALUE: $ qq 00 _ FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: 'FoundLf+ons 1?e a l r 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 APPROV ROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME:'Y'f-ub r 20no44- SIGNATURE PHONE#: g - s({ ' q$f a- 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 J3 Permit Valuation: $ g tA00 .00 Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES NO — Front: — Electrical -- Division: Building Depth: Left: — plumbing ., Zoning: D Building Width: — Rear. — Mechanical " Occupancy Load: Ri h t: Plan Review Approval: I '2gle, Date: • 3. 1'1 Buildin Permit Fee: Site Plan Approval: ,M Date: Plan Review Fee: Fire Department: A14 Date: Lot Drainage Fee: Public Works Department: MA Date: Sewer Availability Rate: Health Department: A114 Date: Water Availability Rate: Approved for Permit: Date: Total Fees: �� BUILDING --- RESIDENTIAL ALTERATION Issue Date:January 28,2019 PROJECT DESCRIPTION:Foundation Repair[EXPIRED]Re-apply&final out s =ra PROJECT# (817)410-3010 WWW.mygov.us SFRA-17-2838 Inspections Permits City of Grapevine LOCATION LEGAL P.O.Box 95104 2415 Los Robles Dr. Los Robles Estates Addition Blk A Lot 9 Grapevine,TX 76099 Grapevine,TX 76051 No.A220 Tr 9 (817)410-3165 Voice (817)410-3012 Fax CONTRACTOR INFORMATION Pier King Foundation Repair *CONSTRUCTION TYPE VB 4144 N.Central Expressway#600 *OCCUPANCY GROUP R-3 Dallas,TX 76114 *ZONING DISTRICT R-20 (214)838-2688 Phone (682)554-4512 Mobile **APPLICANT NAME Trevor VanZandt **APPLICANT PHONE NUMBER 682-554-4512 APPROVED TO ISSUE ELECTRIC NO OWNER APPROVED TO ISSUE MECHANICAL NO Elaine Durante APPROVED TO ISSUE PLUMBING NO 2415 Los Robles St County Tarrant Grapevine,TX 76051 Fire Sprinkler System? N/A AVAILABLE INSPECTIONS Square Footage ► Building Final(required) VALUATION 9400 Zoning R20-Single Family FEES TOTAL=$162.25 *Building Permit Fee(Value) $ 162.25 PAYMENTS TOTAL=$162.25 Pier King Foundation Repair(Trevor VanZandt) Check on 0712812017 ($162.25) Note:CK4742 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 117 RESPONSE CITY OF(3RAPEViNE LEASED FOR CONSTRUCTION T© COMMENTS - • E N G IN E E R Pf!W-T OF: 7 DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. Jan 24, 2018 CffY APPROVED PLANS TO BE KEPT N THE JOB SITE AT ALL TIMES Attn.: Mr. Ryan Marinez Pier King Foundation Repair DATE; IJoZ811 S BY; BUILDING INSPECTION DI ION: Re: Initial Foundation Evaluation RELEASE DOES NOT APPLY TO CONSTRUCTION IN 2415 Los Robles St, EASEMENTS OR PUBLIC RIGHT-OF-WAY, Grapevine,TX 76051 ALL CHANGES MUST BE APPROVED The following report constitutes the engineering opinion requested on the foundation of the subject residence. This report has been prepared in general accordance with the requirements of a"Level B" survey as defined by the Texas section of ASCE, and in compliance with IllTS3ACTOR SHALL CALL FOR INSPECTIONS: Scope and Purnose: (817) 410-3010 The purpose of this observation was to evaluate the foundation and assessstthee prropos� oun�T�oon're air by Pier King Foundation Repair. The foundation was visually inspe Cfl s performed. The opinions contained herein are based on the experience - n �i �rr,� well as conditions observed without taking soil samples,performing plumbing 112 Utf, FeXB T1Q(W-or wall coverings, or performing invasive tests or procedures. The opinions offered herein are based solely on the observations made at the time of the observation, and do not take into consideration any changes in the condition of the foundation after that date. A&M Engineering has had no access to the original foundation documents. Because we did not witness the original construction of this house, we make no statements concerning the structural quality, and make no predictions concerning future foundation performance. Unless otherwise stated, no building plans were reviewed, no soil tests were performed, and no destructive testing or invasive procedures were employed. No siding, wall coverings, landscaping, furniture, or any other items causing obstruction of visual observations werR V(&18igffedd0mdo [ae[ warrant the future performance of the subject foundation. letter from Registered Observation Engineer confirming site insPectio n� a w0val of This structure is a single family two story level, wood frame st eture it 3 e roo s bat ooms, a car garage, stone veneer, and siding on the exterior. The horpi�ar 9Pf.VYht rior walls are drywall with various finishes over the drywall including tVaW hJ%&MMPf js supported by a concrete slab on grade foundation. This house was constructed in 1984 according to the Tarrant County appraisal district. For purposes of this report the home is considered to face north actual orientation of the house may vary). ALL CHANGES REQUIRE Exterior and Interior Observations cc APPROVAL PLAAA'' There is some noticeable distress: trim separation and settlement around tUVImeTe oRe foundation.!v� Noticeable sheetrock cracks on ceiling,walls,and corners of doors or window headers r separation. Overall,the house is in a reasonable good condition fo��#OVED PLA� �XLL BE LLJ■ KEPTON JOBSITEATALLTIMES 100 N. Central Expressway Suite#620 Richardson,TX 75080 L (Fax)972.591.4690 (Ph.) 972.968.7123 p-17� t3 p f Ls Rob 1JS Cre (touvwlew Reopmt) 3n A &M ENGINEERING, LLC Limitine Conditions Use of this report for any reason implies consent to all agreements and limitations of this report. This report is the professional opinion of A & M Engineering, LLC and is based upon a limited evaluation of the property. This report is only an assessment to the proposed foundation repair plan as provided by the foundation repair company and is not meant to provide an exhaustive repair procedure to eliminate all foundation problems. This report is provided for the exclusive use of the addressee. This report does not constitute a structural warranty or performance contract with the purchaser of this report to or with any other party. It only states conditions observed at the time of the observation. The evaluation of the property included a visual examination of the exposed interior and exterior finishes of the structure and the ground surfaces adjacent to the structure and to the taking of relative floor elevations. The taking and testing of soil samples was not included. Unless noted in the report, the original design drawings and any design conditions were not known. Determination of construction to Building Code is best done during the original construction and is not a part of this evaluation. Testing for plumbing leaks was not performed but is recommended after foundation work is performed. It is possible that future repairs could be required for the subject foundation. This evaluation only addresses the current condition of the foundation. A & M Engineering, LLC does not offer or imply any warranty for the repairs or for the repair company's acts or omissions or for any other person conducting the repairs. The fee collected is for this observation only and shall be the limit of any liability. Additional engineering services are available at an additional cost. Sincerely, Ammar A. Qashshu,PE,MSc. A&M Engineering, LLC F-7599 o�PEE OF S -AP°°D D .................................. p AMMAR A, QASHSHU o a......................................... o 85557 °° `Z10EN5 '1�a oppb....o.... 01/24/2018 100 N. Central Expressway Suite#620 Richardson, TX 75080 (Fax) 972.591.4690 (Ph.) 972.968.7123 SIDE VIEW FRONT VIEW BUILDING LT— . a. e e ..a e a e - d .ea .e ea d - ° a FOUNDATION d . e c e e .d a •� e STEEL SHIMS CONCRETE CYLINDERS CONCRETE CAP --► I I SOIL . I I STEEL REABR I I I J I I a ocn zw wOf I I >� 00 0 UY Of wo _Df w I m I I I I a.A.:................................ AMMAR A, QASHSHU °o a.........................................o a.O•, �oa�•• 85557q•:�o o0�ZIC 01/24/2018 •..•EN 2415 Los Robles ST, DATE PROJECT NO. ENGINEERING Grapevine,evine TX 76051 01/24/18 AM 17-1114 # F-7599 ' SCALE DRG. #: 972.968.7123 972.591.4690(Fax) pier Detail N.T.S. FR2 A & M 7/7 ENGINEERING, LLC allowed to stand alongside a foundation, it will flow below the foundation and dissolve the clay supporting the foundation, carrying it into the cracks that develop in the yard outside the foundation area during extended dry periods. This problem is more severe if the soil in the general area has been very dry, but is less severe if the soil has been maintained moist. FOUNDATION MAINTENANCE RECOMMENDATIONS An owner can significantly reduce the rate of differential settlement by observing the following recommendations: 1. Try to maintain constant moisture content in the soil around the foundation. Water the soil evenly and around the entire foundation during extended dry periods. This should prevent a gap from opening between the soil and foundation edge. However, if a gap does appear, water frequently(at least daily) around the entire foundation during extended dry periods (6 to 7 days in the summer). Do not apply water directly into the gap. Instead, water 1 to 2 feet away from the foundation edge. Some homeowners choose to install a fully automated foundation watering system to eliminate the need to remember to water. It is best to add water about three times per day to insure that the applied water has time to soak into the soil. 2. Cut and cap the roots of any large trees growing closer to the foundation than the mature height of the trees. The roots from a large tree or several medium size trees can consume more water from the soil than can be added with a watering system. This will limit the consumption of water from the soil below the foundation and may prevent excessive differential settlement and cracks in the structure. It is recommended that a professional tree expert be used to prevent damage to the trees when a tree grows too close to a building to allow cutting and capping of the roots, it is advisable to remove the tree or make special provision for watering the soil below the foundation. 3. Properly grade the soil by filling in low spots and leveling off high spots adjacent to the foundation so that the surface of the soil slopes gradually away from the building. A recommended slope is 1 inch per foot for a distance of 3 to 4 feet from the foundation. 4. Control roof water runoff and help prevent soil erosion by using a gutter and downspout system. This is especially important if a building has no eaves, which overhang the walls or if the eaves are less than 1 foot wide. 5. Water trees and shrubs growing near a building during extended dry periods as they cause shrinking of the soil due to their high water consumption. Keep in mind that moderate to large trees consume 50 to 75 gallons of water from the soil every day. SUMMARY Remember: the intent of foundation maintenance is to maintain a constant moisture content in the soil around and below the entire foundation and to prevent soil erosion that can result from water flowing off the roof or other large flat surfaces near the building. 811 S. Central Expressway Suite#531 Richardson, TX 75080 (Fax) 972.591.4690 (Ph.) 972.968.7123 Manda Pancholy From: Manda Pancholy Sent: Thursday, August 03, 2017 8:25 AM To: ' Subject: 17-2838 2415 Los Robles (Foundation repair) Trevor VanZandt, In reference to above permit,foundation drawings shall be sealed and signed by the engineer. Signature is missing on the report and drawing. Provide engineered pier detail. Provide response to comments drawings in two hard legible copies. Manda Pancholy Plans Examiner City of Grapevine 817-410-3160 i 1 EVINE.: T F,x 1 A S,�. August 7, 2019 Pier King Foundation Repair 4144 N Central Expressway#600 Dallas, TX 75204 RE: Expired Permit, 2415 Los Robles Dear Applicant: Our records indicate that your company has taken out a permit that has expired and has not been finaled. Failure to begin work within 180 days after permit issuance or allowing 180 days to pass between inspections will result in an expired permit. Once a permit has expired, the permit must be renewed and new fees paid. Permits which have expired for more than 30 days are subject to the issuance of citations. No future permits will be issued until the contractor resolves all expired permits. In order to reinstate your registration, your expired permit must be re-applied for and obtain final inspection. Enclosed is a copy of the permits issued to your company which have expired. Sincerely, Connie Cook Development Services Assistant Development Services Department The City of Grapevine*P.O.Box 95104*Grapevine,Texas 76099*(817)410-3165 Fax(817)410-3012*www.grapevinetexas.gov Postal CERTIFIED o RECEIPT Ln Domestic Mail Only cc Er ra C� FFICi , ra Cenitied OFF S $ r"l Ddra0RSallowRMB.Fees(Prwckbox,e heaze la pproprre) ❑RetunRecNPt(naNcoPY) $$ rq ❑Return RB iPt(elWmnio) $ Postmark 0 ❑Cerlifi tl Mall Rsstrlcted Delivery $ Here E=1 ❑Adult Signature Required $ 0 L]M.1t 51,.W.Ree igtW Delivery$ O Postage o $ C3 Total Postage and Fees r-3 $ r. Sant Torq O M1 CiN,State,ZIP+4®...................__.__.__._.____.__._._.__._.._._______.__.____. SENDER: COMPLETE THIS SECTION COWLETE THIS SECTION . DELIVERY ■ Complete items 1,2,and 3. A. _ ig tore ■ Print your name and address on the reverse X VLI� ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(PrIn Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 17 Cl Yes - _- . —----- If YES,enter delivery address below: ❑No Pier Fing Foundation Repair 4144W Central Expressway'9#600 Dall _--TX 75204 3. Service Type ❑Priority Mail Express® II I IIIIII IIII III I II I II I III I I III III II II II II I III ❑Adult S gn2ture Restricted Delivery 0 Registered ered Mail Restricted iti9590 9402 3817 8032 6278 52 Certitfied Med ail Restricted Delivery ❑Delivery Receipt for ❑Collect on Delivery Merchandise 2. Article Number(rmnsfer from service Iabeq ❑Collect on Delivery Restricted Delivery Signature Confirmation"^ Mail ❑Signature Confirmation 7 017 1000 0001 1419 1805 M ll Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Lr I Domestic Return Receipt i