Loading...
HomeMy WebLinkAboutCOMA2024-003238 ATE OFISSV0;CE� j JOB ADDRESS: PERNIIT�­ BUILDING PERMITAPPIACATION ELECTRONIC REV�EW 35101 GrooevmeMiffs Pkvv )'11,])IN(.N'CON 'l"RA(-'TOR (CompanN name): Both'-l-', Foundation, LAC ('11,RRENI'MAII,IN(-,A[)I,)RESS: 419NRiverside.Dt, (_'ITY/sT.ATE/ZIp: Fort Worth fX 76111 PR OTO: Agustin ! lernandez PERY WNER CU'RRENTMAILING, ADDRESS: 5105Trentmans', CITY!STATE/Zip.. Fort Wwth TX 76liq 01 PH: # Fax # PHONE NUMBEIR: 817320255& PROJECT VALUE: $ 40,850,00 FIRE SPRINKLERED? YES — NO — WHAT TRADES WILE BE NEEDED? ELEC,rRIC PLUMBING NIECHANICAL DESCRIPTION OFWORKTo BE DONE: Foundation Pei)a.r USI?OFIIUII,I)]N(;ORSI'Rtl-,Cl'(.jIZE: ConvenientSIoe NAME OF BUSINESS: 'rigor Mart Total Square Footage tinder roof- i 4.405 Square, Footage of alteration/addition: 1500 0 1 hereby cerlify that plans ha%e been rek iewed and the building will be inspected by a ccrtified energy code inspeclor in accordative Noith State Law. Plan m,iew and inspection documentation Shall be made m,ailable to lite Building Deparlment (required for new buildings, alterations and additions) 0 1 hereby certify that plans ha-ve been submitted to) the'rexas Department of Licensing and Regulation for Accessibilit * y ReN,iew, Control Number: (Not required for I & 2 family dwellings) 0 1 hereby certify that an asbestos survey has been conducted for this structure in accorda vice with the regulatory requirements oftlw 'lexas Department ofHeallh. jREQ(JIRED FOR DEMOLITIONS, ADDITIONS AND OR AurERATION TO COMMERCIAL AND PURIAC IWILDINNGS� I hereby certify that the foregoing is correct to the best ofmY knowtedgeand all mark Neill be perlorined according to the documents approoed ley the Building liepartmentand in compliance with the C, ity Of(; rapei ine Ordina nee regulating const ruct ion. ltistin(lerstoodthittthe issuzkliccol, this permit does not grain or authorize any o-iolation (ofan - y Code or ordinance of the CO (City f Grape One. I FUR,rmE.RMORE UNDFRSTAND THAT PLANS AND SPECIFICATIONS ARE NOT RI, VIEWED FOR HANDICAPPED ACCESSIBILITY BYTHE CITY. ANNDTHATTHE DESIGN PROFESSIONA,IOW NER IS RESPONSIBLE FOR OBTAINING SITCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGEINUY(S) PRINTNANME- AgustmHemandez Aqa�i,bl SIG'NATURE PHONE #: 817-320-2556 ENMAIL- 0 CHECK BOX IFPREFERRED TO BFCONTA(,-n,i) in' THE FOLLOWING ISTO BE COMPLETED BY THE BFILDIN(, I\SPECTION DEPARTMENT Construction Type: meat -nit VIlLlarli0n: $ Setbacks Approval to Issue OCCUpancy GrOLip-. T`ire Sprinkler- YES— NO Front: Electrical K Division: Buildim-, DeLth: Left- Plumbing Zonjil", Built ine Width: Rear' TfAcchanical OCCUpancy Load: I "I case Trap Ri_,,ht: Hood Plan Review Approval: �D - 2el atel: Building Permit Fee: Site Plan Approval: lte: Plan Review Fee- f'ire Departmeril.- Date: Lot Drainage Fee: PUbliC Works Department. Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for permit: Date: Total Fees. !,,of Drainage Submitted: Approved: Total Amount Lle: P (1 MX'<,, 1114, GRAVANF, I X Wo94 :8;; 4 1 (, -11 1 nvoiced P Ian Revi ew 9/9/24 r 04 1P*A,'APPL !CA RONS t,Or? 1 0 4�!� 06 ?,D/1 IX.?,4113, 1 ADDRESS 3501 Grapevine Mills Pkwy. Grapevine, TX 76051 LEGAL 1farhat Brothers West Addition Blk 1 Lot 1a S Tiger Mart #78 PERMIT HOLDER Agustin Hernandez Brothers Foundation (817) 320-2556 COLLABORATORS •Agustin Hernandez Brothers Foundation (817) 320-2556 OWNERS •Victron Stores Lp TENANTS •Tiger Mart #78 INSPECTIONS 3 1. Building Foundation/Footing 2. Building Pier 3. Building Final INFORMATION FIELDS **APPLICANT NAME (Individual)Agustin Hernandez **APPLICANT PHONE NUMBER 817-320-2556 APPLICANT E-MAIL **NAME OF BUSINESS Tiger Mart VALUATION 40850 Square Footage 4405 Acreage 0.75 What is use of Building/Structure?Convenience Store with Gas * CONSTRUCTION TYPE VB * OCCUPANCY GROUP M SITE PLAN / FORM BOARD 3501 Grapevine Mills Pkwy Grapevine TX 76051-SEALED-090524b.pdf DOCUMENTS - MISC 01 BUILDING PERMIT APPLICATION 1.pdf FEE TOTAL PAID DUE *Building Permit Fee (Value)$ 716.00 $ 716.00 $ 716.00 Building Permit, Plan Review $ 465.40 $ 465.40 $ 465.40 TOTALS $ 1,181.40 $ 1,181.40 $ 0.00 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 City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Building - Commercial Alteration Project # 24-003238 Project Description: Foundation Repair (50 Pressue Piers) for "Tiger Mart" Issued on: 09/17/2024 at 1:42 PM MYGOV.US 24-003238, 09/17/2024 at 1:42 PM Issued by: Connie Cook Page 1/2 THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). September 17, 2024 Signature Date City of Grapevine Building - Commercial Alteration Project # 24-003238 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. **ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE. THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. MYGOV.US 24-003238, 09/17/2024 at 1:42 PM Issued by: Connie Cook Page 2/2 3629 T, henXld It' I U r) 9 - - � �Phone: 81T975,6242 Piano, Ttxas 75023 APPr%OVAL, OFF REVII`,',ED �nidvinonc s,om P L, ilk N S J a n fio � r, i d v i r, s on, c o n i .. .. . ...... . ... ...... ..... . .. . Subject: Commercial Foundati.... on Review for Remedial Actions 3SO1 Grapevine Mills Pkwy, Grapevine, TX 76051 VEC File: 460,303 This report is due to Mr. Frank Pena contacting this office. He brought it to the attention of this office the structure at the captioned address requires engineering review for post installed piers to level foundation which will include tunneling under the foundation to install the piers. Mr. Pena is the post installed pier Contactor. If• 0 Examine the captioned structure soil data, foundation type, and differential settlements of the foundation in accordance with generally accepted engineering methods and determine if it's in acceptable structural condition and if not determine if repairs can be made if so, what repairs are required. Vinson Engineering, LLC (VEC) has completed an engineering examination at the subject property located at the address above. VEC's findings, analysis, and conclusions are included herein. This report contains a discussion of the information gathered during the assessment and an analysis and conclusions with respect to the condition of the subject property at the time of VEC's assessment, which should be read in full, The conclusions contained herein are basei, on infor-ination ;� o Oate. A geotechnical engineering report is not available, and one is recommended to obtain site specific characteristics of the supporting soils. In lieu of that report, nominal non -site -specific values in the 2021 International Building Code will be used based on the soil as determined by United States Department of Agriculture Soil Conservation Service, The USDA Soil Conservation Service publishes a detailed soil data map of each county for industrial, agricultural, and engineering uses. According to their data, the type of soil near this property is either Koc—Konsil Fine Sandy Load or RaA—Rader Fine Sand Load, which is a relatively low shrink/swell potential (Appendix). Structural drawings are not available. F-R, 5V�1700 AN"D SE-Pd E15 4a-T--P, FRON1 REGflSTERED EN'OHNEER C.ONF�FUUNG S�T= APP1R'O'vW- ""IF P�EP PNSTA�-LATiDN 'vlh�Eti WOM", COMPL-TE ...... ... . .... . . .. . .... .. . ......... ... ­-­­­1 . .......... .... '401 Grapevnie Hill_, Pkvvv, Gript-vine, T 60; 1 i 7 4 �6M 03 . ............................ RECEIVEH)i Q�9 2,,Q4 24-003238 �RAPEVINE IJILLS PKION F(:)UN---,)ATJON REPAIR Structural Codes Used: Reference Building Code: Wood Code: Concrete Code: Loads: Loads: Roof Live Load: Snow: Win Speed: 2021 International Building Code 2018 National Design Standard for Wood Construction 2019 American Concrete Institute 2016 Minimum Design Loads and Other Criteria for Buildings and Other Structures 20 psf Elevation=600 feet, S psf 3-second gust 33' above ground (conservative) Exposure C Not Hurricane Prone Region 106 mph Sell Weight Composition Shingles 7.5 psf '401 Grapevnie Nlffl,-, Pkvvv, Grv,-vine, T 60; 1 .16030', 14 3629 Therondurin Ct Phone: 242 817,975,h 3 Plar -in, Texas 7502- To gain insight into condition of existing foundation strength, and to its level of "flatness", relative elevations were taken at the finished floor foundation surfaces. Selected locations throughout the structure were measured using a Zip Level Pro-2000, which has a measurement tolerance of ±0,1 inch over a range of 200 feet. These measurements are relative since they are not referenced to a permanent benchmark. Adjustments for differences in floor covering thicknesses and built-in elevation changes (i.e. step ups/downs if applicable) were made during this relative elevation survey. Typically, separate foundations, sloped areas, such as porches, patios, and garage floors, are excluded from the survey since they are usually constructed with built-in slopes to facilitate drainage. The results are that the structure has settled excessively. A half -inch of settlement causes 0 Tunneling,, 1. Starting at exterior of the foundation, excavate a 3'x3' tunnel using spades, picks, shovels and chip hammers to excavate beneath slab. This is intended to gain access to the interior of the structure without having to break the slab foundation 2. Once at the location of work, install steel and pressure piers as shown in this appendix 1 Backfill soil from bottom of tunnel up to bottom of slab. Sufficiently compact the soil To level the structure: 1. New Perimeter Steel Piers: Twenty-eight (28) new exterior double walled solid steel cylinder piers. Installation of exterior steel piers will involve excavation of perimeter beneath concrete footing, and the raising of foundation via hydraulic jacks. The bottom of the steel pier is 6" long and fitted with a friction reduction pad to ensure a smooth installation process. Piers will overlap at 6" intervals forming a single continuous and immobile pier. 2. Install twenty-two (22) new double walled solid steel cylinder piers on the interior of the structure beneath the interior beams. Piers will be installed via tunnel beneath the interior slab, excavation beneath interior concrete footing, and the raising Of foundation via hydraulic jacks. The interior beams are not yet known; the number of interior piers is approximate, New recommendations may be made, Interior piers are intended to raise interior slab as prudently as possible to prevent sagging. The tributary areas associated with each pier were computed and the foundation has enough capacity to resist the applied loads. Therefore, the foundation is in accordance with the 2021 International Building Codes. ';01 Glapevnie NI H,-, Pkvvv, Gript-vine, T 60; 1 16030', i 7 IEWITIM In Wy Foundation. This engineering report has been written for your sole use and purpose, and only you have the authority to distribute this report to any other person, firm, or corporation. Vinson Engineering does not have and does disclaim any contractual relationship with, or duty or obligation to, any party other than the addressee of this report. Only the engineer who signed this document has the authority to change its contents and then only in writing to you. This report addresses the results of work completed to date. Should additional information become available, we reserve the right to amend, as warranted, any of our conclusions. Sincerely, Matt Vinson '401 Grapevnie Hill_, Pkvvv, Gript-vine, T 60; 1 16030', ------------------------} w \.\ \ \� \\� x� � ,� \ v \ '4GrapGrpt-60 0vneNlPkv, ivneT 7;1 ritical - New Steel Vital — New Interior Steel Piers Pressure Piers Installed Via Tunneling New Concrete Pressure Piers 0 -2,0; -LS 0.0 -0,3 ..... ..... ... i. Tunneling To Interior - 2,5 Areas Of Repair Tunnel Beneath -23 0.0 Freezer To Install Piers .5 -510 37 -0,7 -0.4 1: '401 Grapevme M 11,-, Pkvvv, Gript-vine, T 60; 1 16030', 6 i 7 eference Standards for "flat" foundations: ® A general rule of thumb is foundations differential settlements are within 0.25" over 10' of foundation length, '401 Grapevnie Nlffl,-, Pkvvv, Gript-vine, T 60.16030', X 7; 1 ',ONF�PMNG V"' S F 5- C T C N A N C) AP' ," P'Cd V A L. 0 F P R TALLAT�10',, Cf�„✓k'a � — N' ; DETAIL NOTE: 0 1 BREAK-OUT f"En —1 11 1 b '401 Grapevnie M H,-, Pkvvv, Gript-vine, T 60; 1 16030', Is i 7 poplvi SITE APPROVAL OF DETAIL NOTE: 0 2 BRF-AK-OUT PIER SCAMV '401 Grapevnie Nlffl,-, Pkvvv, Gript-vine, T 60; 1 7 401 Grapevnie NI !I,-, Pkvvv, Gript-vine, T 60; 1 16030', 10 i 7 oC Konsii fine 342 3 6 7"16 sandyloant I to 5 percent skopes RaA R a d ca r f iri e 18.6 19. 9 sandy loam, 0 to 3, Percent S�Opess 3501 Grapevnie.\Iffls My GrVevhw. TX 0051 460303 11 RQwm % kWh-, At, VVI prowm"', W bf, m 3501 Grapevnie.\Iffls My GrVevhie, TX 76051 460303 RECENED 9 9 2024 2000320, 3501 GRAPE,.'INE DILLS PKIA'Y FOONDAT ION REPAR ... ......... .