Loading...
HomeMy WebLinkAboutSFRA2026-001577DATE OF ISSUANCE, RECEIVED: 5/01/2026 26-001577 728 FOREST ST FOUNDATION REPAIR LOT: BLOCK: 5 SUBDIVISION: BUILDING CONTRACTOR (company name): CURRENT MAILING ADDRESS: 3413 Ruth R1 CITY/STATE/ZIP: Richland Hills, TX 76118 1 4 = PERMIT #: Lucas W C Addition UM m1a iriff. CITY/STATE/ZIP: --Grapevine, jX-jj051 PHONE NUMBER: 2$14600-278.4-11-- 11-11- PROJECT VALUE: $ 13,780 FIRE SPRINKLERED? YES NO—X WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: Foundation Repair- Reshim, New Beams, Pad and blocks USE OF BUILDING OR STRUCTURE: Residential Total Square Footage under roof: 700 Square Footage of alteration/addition: il/a L1 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) Ll I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: -- (Not required for I & 2 family dwellings) U 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) trk will lie-pmr i4lc-v—,,Am-PAui-iAg-to—theALQcjnnentsWroved by j 1, is understood that the issuance of PHONE #-. 817-880-1034 EMAIL: 0 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 V Approval Issue Occupanc� Group: P�,' Fire Sprinkler: YES NO Front: Electric?f Division: Building Del the Left: Plum0� 71 . . . . . . . . . . Zoning: . . . . .. Building Width: Rear: M�:thanical Occupancy Load: ;Grease Trajj,,, Right: Aod Plan Review A I �roval: Date Building Pen it Fee: . . ........ . ...... Site Plan Approval: Date: 'Plan Review Fee: Fire Department: Date: Lot Prain- lge"Fee: Public, Works. De,j �artment: Date: Sewer Availability Rate: Health Deoartment: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: ..... ... . . Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 O.nv 8G' SPEkM9APPL;GAIibr4b lYU2-0;v.11604,5/06,2/07,11/09,411l,pilg City of . • - Building ResidentiaL PO Box 95104 Alteration Grapevine, Texas 76099 817)410-3166 Project # 26-001577 Project Description. Foundation Repair- Reshim, New Beams, Pad and blocks [ELECTRONIC REVIE Issued on: 05/07/2026 at 9:21 A ADDRESS 728 Forest St. Grapevine, TX 76051 LEGAL C Lucas Addition Blk 5 Lot A S220 5 *0453771' PERMIT HOLDER Chris Chamberlain Elevated Construction Gr ou (17) 880-1034 COLLABORATORS Chamberlain- Chris Elevated Construction Group 8i1 # '' OWNERS .. - I Ti � "APPLICANT NAME (individual) "APPLICANT PHONE NUMBER APPLICANT E-MAIL VALUATION Square Footage * CONSTRUCTION TYPE * OCCUPANCY GROUP DOCUMENTS - MISC 01 • r, III Chris Chamberlain 17801034 15311 1000 V -3 Building -Permit -Application. f Offsitelnitial- 728ForestStGrapevineTX76051 _stamped .pdf ®7. FEE TOTALI Building Permit Fee, ($150.00 $ 150.00 $ 150.00 $150.00 Flat Fee) Simple Alteration TOTALS $ 150.00 $ 150.00 $0.00 I HEREBY CERTIFY - • 1t BOF KNOWLEDGEMY AND r•-PERFORMED ACCORDING THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULATING CONSTRUCTION. IT IS Ur - OO DOES NOT GRANTOR AUTHORIZE ANY VIOLATIONOF ANY •r OR ORDINANCE OF THE CITY OF G-i- O- UNDERSTAND THAT PLANS AND SPECIFICATIONS A. OT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLEFOR OBTAINING SUCH APPROVAL -# APPROPRIATE a ■ r O.FEDERAL m Page 1i2 MYGOV.us 26-001577, 05/07/2026 at 9:21 AM Issued by: Amanda Robeson r rf Signature i f Grapevine -ResidentialAlteration Project # 26-00177 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. ) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. ) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION METRO (17) 10-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12: 0 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THIS I . s a' i :: r . � � �` x r.ri a i:.. . a.:. . ■ i;' a "', �' ii i i� •� � r ice; i. ....� � i • , i i • "i i it i i`f it rare] .. i • " i i i .'' • Page 2/2 MYGQV.US 26-001577, 05/0712026 at 9:21 AM Issued by: Amanda Robeson PS Engineering www.dfw,5ps,!cQm 469-629-6247 2200 Cottage Oak Ln Coleyvdle. TX 76034 RECEIVED: 5/01/2026 26-001577 728 FOREST ST 'FOUNDATION REPAIR . ........ . Client Details Elevated Construction 817-880-1034 3413 Ruih Rd, Richland Hids, TX 76118 Site Address Year Built Foundation Type Veneer Number of Sturies Additions Present 1 728 Forest St. Grapevine, TX i6051 1950 Block & Base Siding I SIab 642 SOFT AdjUst/Roshim - 160 LF Dbl 2x6 Beam p 27 Pad & Bfock(s) Field Inspector Jason Adams 469-629-6247 jadarT) OF REMSED -«"LANS .. ........ . .... .... ........... 0'� 7 Rw' 8 7 �'I 0-31 010 CONSTRUCTPON HOURS SA'TURDf-,,Y 0,h,,L,' 0 "APORK PERMHTTEV C)N Si S,NDAY CONHP� " IN�L EJE �HIISPE�,�'iON AMD LAPPROVAL C� ��ER ;TNSTALLATPCI,� ',NHEN 'VOR", is A iv, , V 3 0 N 1 1 P i N i i ngineering Property Address - 728 Forest St. Grapevine. TX 76051 SPS Engineering, LLC was engage�d is evatuate the limited fOUndation ropair plan deveioped by Ele vztted Construction The contractor SUbmitted a limited repair plan. No SUPPlernentat documentation SUch as prior enc .1ineering reports, foundation repair recommendations. or conStRlction d0CUments, were piovided for our evaluation, If the repair plan references oxisting iepairs, their depicted locationsvvere furnished by the client and should be considered appro-ximate, SIPS Engineering, LLC cannot vc,arify existence or performance of these repairs,1`6 confirm their preSOrICCItf103 C9iG,1r1f MUSI, Contlet the owner or contractor to obtain an engineering certificate. Please, note that SPS Engineering, LLC has not conducted �( VrSU,1I inspection of the structure, This repon constitutes our expert opinion on the foundation's ccindition based on the contractors inspection. findings a,md provided documentation. Our analysis, reflects conditions oxisling at the: time of the inspection and cannot account for future changes irl structure or soil conditions. All written conclusions in this formal report supersede any proViOUS verbal cornniunic-ations regarding this evaluation. While, our document review provides essential analysis, wo strongly re�conimm)d in on -site visual inspection ny a fict.,�nsecj enainee'r firill forcomplefe verification. SPS Engineering, LLC offers this service for an additlonat cost. Note that properties with hydroactive soils exhibiting previous, differential rnovernpM may retain certain characteristics. includinc.i residual elevation variations, observable slopes. or othor movement relatrrd conditions. The hmilm:1 repair plan airns, to improve the fC)Undation's performance but is n(A designed to completely level the, slructure,. Based on available i n for nwitiorr, the remediation plan proposed by contractor appears to be consistent with the Grapevine - 2021 IRC,11IBC. The contractor is rc;.,sponsible for ensuring the repairs were completed jo accordance with the limited repair plan, including any approved changes, The contractor will dete;m-ine the necessary amount of structural correction during the repair process to rniniMiZs furthear damage, or st,,()ss to the Stl-UChAre. D,;o to Prior differential rnoveMENIt Of thy; IOUrldclfiOM SOME, residual structural cliff erences, noticeabie floor slope, or other issues may persist after the repairs, It's also possible lhat damage to the structure n,iay occurcluiing the foundation repair process, -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ROVME,, -S�GWq A N, rS, L� A 1, �,"r, L r F RO IM11 r� ." G, S rat APFACVA,:- OF PdER "NS74LLAVON 1,1MEN COMPL=TE 7 A, AA °. . '4 s t , ; t , r' o' t ry 't - Detail Plan - 728 Forest St, Grapevine, TX 76051 I A A mud -on Add -on 0.9 1.7 1.7 O'g O8 0.3 0.3 1.4 1 cl -13 0.2 0.9 8P2 A 0.3 0.3 PB MI E­ 4 "1 S Q f - T awa= DbI Bea�r M I Add -on Property Address - 728 Forest St, Grapevine, TX 76051 General Specifications fol Pile Concrete Cap Block 12" by 6" Pile Cylinder Sections 12" by 2 7/8" Dual Walled Steel Pile Cylinder Sections Pressed Pilings 02� 0 A� PILT, �N 1 il� VW CO�I�P� ............ ......... . . . . . . . . . . ngineering Property Address - 728 ForestGrapevine, TX 76051 SPS Engineering LLC - Terms, Conditions & Liability Limitations 1. Evaluation Scope & Limitations This assessment is based on a visual inspection of accessible areas conducted by the contractor, Our review provides a general evaluation of foundation conditions and recommenciations. srjbje�ct to the following exciuslons� Concealed structural olen-rents (grade bearns, hiddem com.ponents). Plumbing systems and underground utilities. Geoltechnical analysis Ikunless expressly contracted). Verification of exisfing,(,.,pairs or their efficacy. Detached StrUCWIMS, r0taifling walis, or site drainage (UMIOSS specifically noted) This evaluation is lirTlited in scope and does not constifute a comPUE-h0uSjVE) Sti'LICtUrai arl,11ySiS. the condition of Linobserved areas cannot be guaranteed. 2. Performance Disclaimer Reconirriendatiow.; reflect observed conditions all inspection date. SPS Engineering makes no warranties regarding: * Long-term foundation performance, * Prevention of future =vernenl or darnage Re F currence of soil -rebated issUOS COITIMOVI to expansive clay regions Now symptorns placks, misalignments) may appear despite repairs due to MO�StUrO flUctuations, Seasonal soil inovornonts. and other environmental factors * Finand'-,M Cap: Uability shall not exceed total fees paid for services rendered. * FtAtUre Conditions-, No responsibility assun-red for post-inspeclion iSSUes including: o W,citer intrusion effects. So0 orosion impacts, Subsequent structural movement * Contractor Wnrk,. Not liable for third -party repair qUality, exec ution. or compliance with recommendations, 4. Future Evaluations and Revisions Findings rnay he revised if new material information ernerge or site conditions change. Periodic, re-pvalUations are recoinmended to MOrlliror foundation performance. WIMM22��� This report is prepared eXdLlsively for the narned client and is not transferable withoul. written authorization. Copyright protected - unauthorized List' PrOhihit0d; L -IMPORTANT NOTE: ­ This drawing is provided exclusively for preliminary 1-,)cirmitting f)Url)0S(,'S andrepresonts a ffmil.ed repwr plan. As foundation repairs Progress, additional n,iodifications nnay be necessary based on the performance of the propose�d approach. SPS Engin(,.,ering. LLC has re0ewed this plan and. based on our professionai assessment, deems it a reasonabie and strUCtUfally SOLA)d soWtion, If interior piers are indicated, their pfacement will be detemiined by the contractor in accordance oath the locations of grade beatris, plumbing lines, and post -tension cables: therefore. the positions shown are approxirriale. 'Tho contractor bears fud responsibility for all construction nieffiodologies and irnplernentation, Further structural evaluations by SPS Engineerrm . LLC may necessitate additional repairs, This dOCUME,"It ouffines a proposed scope of work that has riot yet been executed. Accordingly, we do Not certify any existing or proposed foundation repairs iltustrated herein. To verity the completion of any such repairs, an engineering certification must be obtained from the foundation ropair company, SPS Engineering info'(? 629-6247 Texas Engineering Firnn F-2'i 19�3 AWE,7- � - - , - !N�, CHUNHUI SONG 139399 A a 0 1094-AW-jim L OF . . . ............. ..... 17, G', ;:k , 1?,; � � � �, L A PP� VEii .......... ­1._._....­ .... . .........