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Home My WebLink AboutSFRA2025-004504 7", DATE OF ISSUANCE: RECEIVED: 11124/2025 -004504 CP 25 0 420 EAST COLLEGE ST Q-1 "" PERMIT#: S, INSTALL (8) PIERS FOR FOUNDATION BUILDING PERMIT APPLICATIO JOB ADDRESS: 420 East College Street, Grapevine, TX, 76051 SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): GL Hunt Com,,,,anj1 Inc. - CURRENT MAILING ADDRESS: 3932 Benbrook Highway CITY/STATE/ZIP: Fort Worth TX 76116 PH: # (817) 952-1435 Fax PROPERTY OWNER: Keith & Shannon Barnes - CURRENT MAILING ADDRESS: 420 East College Street CITY/STATE/ZIP: Guipevine. TX 76051 PHONE NUMBER: (817) 320-7946 PROJECT VALUE: 12,798.87 FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING MECHANICAL It is recommended at the home to install 8 remedial piers along with shimming DESCRIPTION OF WORK TO BE DONE: across the interior and 5 pad and block supports. USE OF BUILDING OR STRUCTURE: Residential NAME OF BUSINESS: Total Square Footage under roof: Square Footage of alteration/addition: 72 E3 1 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 I & 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) 1"UK 1" verformed according to the documents aWroved the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance o 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 THEj- DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Hayden Slack SIGNATURE if "r4A '817) 952-1435 EMAIL: CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL . LOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT — Construction Tge: v Permit Valuation: $ etbaCK-S U) Issue Occu)anc,, Grout Fire Sprinkler: YES NO Front: Electrical Division: Buildin�� De.11th: Left: Plun,,)hing Zonin,-,- Buildin-,, Width: Rear: NIcichanical OccupancN Load: Grease Trap Ri- j fiood Plan Review A prova Date::", Buildini,, Permit Fee: [Site Plan Aj)j1roval: Date: Plan Review Fee: Fire Def �artment: Date: Lot Draina2e Fee: Public I Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: FToCal Aof n"t Due: 1 410-3165 0:FOOMSIDSPEMY APPLICATIONS 1102-Rev.11/04.5M,2107,11109,4/11,2JI9 P.O. BOX 95104, GRAPEVINE, — 76099 16 7I City of Grapevine Building - Residentiai.- PO Box 95104 Alteration Grapevine, Texas 76099 817) 410-3166 Project ProjectDescription: Install (8) concrete piers for foundation repair [ELECTRONIC REVIEW] Issued on: 12/16/2025 at 4:42 P ADDRESS : INSPE-1131IONS 420 E College St. Grapevine, TX 76051 ! : • 1. Building Final INFORMATION S **APPLICANT NAME (Individual) Grapevine **APPLICANT l.. APPLICANT E-MAIL PERMIT L Hayden Slack VALUATION L Hunt Foundation Rep * CONSTRUCTION TYPE air * OCCUPANCY GROUP (17) 952-1435 DOCUMENTS - MISC 01 OWNERS i Barnes Revocable Trust Agreement U/t/a Shannon DOCUMENTS - MISC 02 1 Hayden Slack 179521435 12799 V -3 420 East College Street.pdf Pr 343923614 - Report 2567 - 420 East College St.pdf -7. TOTAL PAID 150.00 $150.00 150.00 $150.00 KI- I AEREBT CERTIFT THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING T# THE DOCUMENTS APPROVED BY THE BUILDING'+' i IN COMPLIANCE WITH THE CITY OF ` •` 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 OF r. FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS + RE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY AND THAT THE DESIGN PROFESSIONAL /OWNER IS RESPONSIBLEFOR OBTAINING SUCH APPROVAL F. ! APPROPRIATE ST ;ra.!ra a AND . FEDERAL a Page 112 MYGOV.US 25-004504, 12/16/2025 at 4:42 PM Issued by: Amanda Robeson December 16, 2025 Signature Date City of GrapevineBuilding - Residential Alteration a.,;. . Project # 25-004504 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 METRO (17) 410-010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 1:30 P.M. PERMITISSUED IN ACCORDANCE WITHAPPLICATION I IN THIS I . _ ....._ .. .. Page 212 MYGOV.US 25-004504, 12/16/2025 at 4:42 PM Issued by: Amanda Robeson ........... ........�............................................................... ., '<. C"A ,t yd Ai r Q'i s b«•yGi'OAU7RP d4d LANM 'a ,m�x`R S-: e i k e p rY a ..., . .,.. ... ........,, .. ,.S a 4 Date: 11 J10/2025 Report # 2567 . m° Project # 343923614 HGSENG Attn. Keith & Shannon Barnes ( Cc: GL Hunt Co Inc Re: Foundation Repair Evaluation r„ 420 East College St a A fi Grapevine, Tx 76051 The following report constitutes the engineering assessment requested on the t foundation repair proposal of the subject property. This dwelling is of timber construction and sits on a pier and beam foundation, which for identification faces north. t In the evaluation of the foundation, floor elevations are taken in conjunction with visual observations, knowledge of previous construction and repairs, and overall function of the home to determine the performance of the foundation and make f recommendations if necessary. Foundation performance considers the capability of the building to serve its intended purpose, including safety, function, durability, and habitability. t Analysis: A single floor survey yields the slope of the foundation at one instant, and may or may not be sufficient information to support recommendations without access to r previous floor elevation surveys for comparison. Guidelines for the Evaluation and Repair of Residential Foundations adopted by the Texas Section of the American f Society of Civil Engineers defines allowable tolerance as L1360". (ex. across 360" or 30", so 60" T360", you have an allowable tolerance of 1 "). This tolerance range is used in multiple calculations with points across the foundation to determine localized and overall deflection. As evident from this floor elevation survey and visual observations, r this home has experienced movement throughout along with leaning of the chimneys. Discussion: r This house is situated in a region that is considered semi -arid climate where there are very wet springs followed many times by extreme drought. The home likely sits upon expansive clay, therefore it is important that drainage be positive away from the structure and watering replenish moisture lost through evaporation during periods of drought. It has moved in the past and will move in the future, even after completion of any repairs delineated in this report. The owner should adhere to the attached Foundation Maintenance program to keep movement within parameters that are r acceptable. - . CO N F MN',,11 N G SITE H-,I S IP IO ,,M IM RECEIVED: 11,24, 2025 420 EAST COLLEGE ST INSTALL (8) PIERS FOR FOUNDATION I 00907111110TH510150 M, It is recommended at the home to install 8 remedial piers along with shimming across the interior and 5 pad and block supports. Underpinning options are included on the following pages including steel pilings, concrete pilings, and a hybrid system. Repairs contained herein comply with 2021 IRC. When foundation repair is being performed, it is recommended that the sanitary and pressure supply lines be tested to assure that no leaks exist or have been created before the repairs and after the lift. If leaks are found, or ever found regardless of foundation repair, they should be repaired as quickly as possible to prevent over -saturation of the bearing soil. General Maintenance Information: Non-structural remedial measures may improve foundation performance and reduce future movement. Applying these remedial measures and monitoring foundation performance prior to or in lieu of underpinning may be a prudent approach, depending on the severity of foundation issues and needs of the occupant. For µ 113 example, an owner may choose to perform periodic cosmetic repairs and door UJ T 'j.- 'a3 adjustments, rather than comprehensive foundation underpinning. Typical recommendations for non-structural remedial measures may include, but are not limited to vegetation alteration (such as tree removal or root barriers), watering programs, and drainage improvements. The following are general maintenance tips to consider. LO I'Lk 0'� LU - In general, in order to achieve adequate drainage, it is recommended to have at least 14.1 6 inches of drop in the first 10 feet away from the home for proper runoff. When this cz, Ry') cannot be achieved, a swale should be created (such as between homes) to drain with iZ a minimum 2% slope. In instances where lot elevations prevent adequate surface water."', runoff, subsurface drainage systems may need to be installed. Gutters are also ideal top collect roof runoff and have extensions that extend at least 4 feet from the foundation or run underground to discharge at a lower elevation. - Installing a drip line around the home at the edge of the foundation can improve foundation performance during the dry months if not already installed, especially since there are trees around the home. Drip lines are ideally installed about a foot away from the slab and buried approximately 3 inches below the ground. Requirements for run time can vary depending on recent weather conditions, so the soil condition should be monitored to see if it is becoming too muddy or remaining dry so adjustments to the watering schedule can be made. - It is always ideal to remove large trees and shrubs around the home, but root barriers can also provide benefit if they are far enough from the home to install. It is recommended to contact an arborist to determine if root barriers are a good choice without causing damage to trees. Root barriers are installed to a depth of 3' or until no roots are encountered, whichever is deeper, and a root barrier material installed to prevent future root growth and extraction of moisture under the home. If trees are not removed or root barriers installed, it makes watering even more important, There are several commercial barrier materials on the market or the owner may use corrugated fiberglass set vertically in the ditch with the edges lapped over, with minimum 10 mil plastic sheeting set at the outside and then clay soil backfilled and compacted back in the ditch. Without tree removal or root barriers, it makes adhering to a regular watering Please refer to the attached Foundation Maintenance program for more info on ideal foundation maintenance and how to allow for proper drainage. Adherence to these recommendations will better protect the foundation and prevent both over saturation and exposure to over drying. ........... . .... . ........ .. .. ................ J� 1, P; 'AN" �E'� ��E K IM- ft R 0 hl R E 'G,'� S'T E, R Ism;"N4 C-' I F, 4 En'.. P, C 0 Ni F � R M I [%! TM• S 11 E 1 N'S P 0 NA Ni D A,!DPRC)VAL. OF NEA AVVI-IEN VVOI�K iS COMPLETE .. . ...... . .. . . ..... 00 ip ... 2� HEATH G. SALMON ? ............................... 't, "o 135871 F-21268 N 11/10/2025 Legend Existing Beam location Existing Pad and Block Existing Sonotube Gas Line Rocks 0.4—, 0.1 Rocks U 537,7 sq it Planters m 01 Rocks j 0.1 i. 0,7 3 0 -C WIS 0 3 03 0 „7 [FP\ M 0.5FP Summary of work: Install 8 Remedial Piers #2,1 Reshim across interior Notes: - Measurements are in inches. - Location and number of piers may change base,*-' upon field conditions/obstructions and contractor locating the interior grade beams. - Repairs to comply with 2021 IRC. For V"o" H i 2 II Z 0 V �'D S G i q ME . A i 4 0 S A L'":D LE FROi'v" RDGY]STERED '�,E:iXAN'EER CCINFIRkiflNG SITE A�",JD A1r" I5-tROVAL. OF 1.-"JER 'VV,14EN WORK IS CCUO'P'LLE* OF rF4�%% A :�p ll ....................... HEATH G, SALMON 2 ....................... 135871 of -21268 —NAI- F 11/10/2025 .......... . .......... Plan View Ii PROJECT DV�,G By HGS H GS t ENGINEERING Z SITE 420 East Colrege St DATE 11.1012025 Grapevine. Tx ?6051 N� Steel Shims Ij. Concrete Typical Steel Cylinders Support Bracket 2 T1" Ou- le Diameter Steel Concrete Cap Sections Concrete Pilings Grouted in 12" length by piace 6" diameter Transition Piece pile sections Steel Pipe Sections in U) CC) in 0 U) in 1r) z 2 -J 0 2 a E o- > vu c E> uo in c (n 2 as 0- CL -0 a, n ?,)VIDE SIGNED AND LJETTEF, FROf,el', REGIST"E"RE'D E1KK0NR-LE,1-Z CONFIF�NUNG -'S4TE-' U";'dSPECT'0"4 9ARmr-) AR"),'ROVAL OF NER VVHEN' VV'ORK iS MVPLETEE` Notes: ....... . . ..... .. ......... I For hybrid installation, detaflstnotes from concrete and steel pilings are applicable for those sections Q '—wi ev-i C I AM d� Vi l. P X i VMIE S 2 Contractor to keep record of depths achieved for aft 3 options OF ........ HGS C-) 400 0 ENGINEERING .......................... %: HEATH G. SALMON Pressed Pg DetqL! PROJECT MG BY: HGS F-21268 SITE 420 East Coliege St t Grapevine, Tx 76051 DATE I VIW2025 11/10/2025 . ....... REVISION SHEET ..... ... .. . ... ..... ..... PROVIDE SIGNIED ANr SEAL.'E'.D L,"E'YTER FRO.,M FUEGIS,7'EFRED CENGiNEEIR C(':),NRRtV51�NG SiTE INISP%ECTIOi%�' A,,Nfl ,0,,PP -,,,'OVAL OF P�ER DISTALLATK,,,,N� 1YV1-11-'-N 'AfORK IS C�0'�60,,P'LETE I a n d Li mit a tio n s The opinions expressed in this report are based on information supplied by the owner and/or an evaluation of current conditions observed at the time of this inspection. This writer will not be responsible for (1) knowledge of subsurface conditions without extensive geotechnical data supplied by a competent soils engineer, (2) knowledge of cracks, vertical differential displacement of floors without uncovering of the floor by the owner, and (3) any other element such as joists or beams and other structural members that are not readily observable for viewing. In no event shall the liability of HGS Engineering exceed the monies paid by the customer under this agreement. Any prescribed repair plan detailed by this report is based on observations of apparent performance of the facility at the time of structural inspection. Compliance with any code or specification other than as expressly noted is specifically excluded. This site survey and resulting recommendations are based on conditions as they now exist and do not imply or warrant that other problems and/or areas may not become manifest in the future. Unless otherwise indicated, this report was prepared solely for the client involved and expressly for purposes indicated by the client. Permission for use by any other persons for any purpose, or by the client for a different purpose, is denied unless otherwise stated in writing by this letter. This writer shall have no liability for the acts or omissions by the contractor or his subcontractors performing work on this project, or the failure of the contractor to perform the work in accordance with repair documents. This writer is not responsible for the construction means, methods, techniques, sequence, or procedures or the precautions incidental there in. This writer is not responsible for the future performance of any repairs that were installed previous to or after this report by another party. It should be understood that different repair methods can result in varying It is known to knowledgeable Professional Engineers that soils in this area are conducive to movement, expansion, and/or contraction. This soil movement could possibly cause the foundation rt,-1couutwt4,2tio*s. Bec to 11146 6W, i t, nlymy aGUTe llabtle 01 tile SOUS III Lite alea, 115&5 of G011111111AAf 411111f][51-lef p�t-rTOnflarlQe are 1111,01'rut in all remedial measures. The engineer can, however, provide recommendations for remedial measures that reduce risks. Not implementing the entire remedial plan may increase such risks. Although no warranty is expressed or implied as to the performance of this foundation, proper maintenance of consistent soil conditions along the perimeter of this structure can reduce further problems after the recommendations listed herein have been completed. The owner should be aware, however, that if water leaks occur or erosion takes place, stability of the foundation would be damaged. Heath Salmon, P.E. r- .af�� IL OF 7 .10 .......................... HEATH G. SALMON ►............... 135871 F-21268 11/10/2025 H "S ENGINEERING Cc: GL Wutt Coltic 1110� �11W 1=011 iMUZA11#1019 I The following report constitutes the engineering inspection requested on the foundation repair of the subject property. This dwelling is of timber construction an*, sits on a pier and beam foundation. In the evaluation of the foundation, floor elevations are taken in conjunction with visual observations, knowledge of previous construction and repairs, and overall function of the home to determine the performance of the foundation and make recommendations if necessary. Foundation performance considers the capability of the building to serve its intended purpose, including safety, function, durability, and habitability. In summary, this inspection was performed post -repair using observations from photographs and information supplied by GL Hunt, along with a site visit for *bservations and recording post -repair elevations. It was found that the repairs meet or exceed 2021 IRC and the recommendations outlined in the previous report. There are no further recommendations regarding the foundation structure at this time. It is recommended to monitor the home while adhering to adequate foundation maintenance, When foundation repair is performed, it is recommended that the sanitary and pressure supply lines be tested to assure that no leaks exist. If leaks are found they should be repaired as quickly as possible to prevent over -saturation of the bearing soil. This house is situated in a region that is considered semi -arid climate where there are very wet springs followed many times by extreme drought. The home likely sits upon expansive clay, therefore it is important that drainage be positive away frorr. the structure and watering replenish moisture lost through evaporation during periods of drought. It has moved in the past and will move in the future, even after completior of any repairs delineated in this report and prior reports. The owner should adhere to the attached Foundation Maintenance program to keep movement within parameters that are acceptable. General Maintenance Information - Non -structural remedial measures may improve foundation performance and reduce future movement. Applying these remedial measures and monitoring foundation performance prior to or in lieu of underpinning may be a prudent approach, depending on the severity of foundation issues and needs of the occupant. For example, an owner may choose to perform periodic cosmetic repairs and door adjustments, rather than comprehensive foundation underpinning. Typical recommendations for non-structural remedial measures may include, but are not limited to, vegetation alteration (such as tree removal or root barriers), watering programs, and drainage improvements. The following are general maintenance tips to consider. - In general, in order to achieve adequate drainage, it is recommended to have at least 6 inches of drop in the first 10 feet away from the home for proper runoff. When this cannot be achieved, a swale should be created (such as between homes) to drain with a minimum 2% slope. In instances where lot elevations prevent adequate surface water runoff, subsurface drainage systems may need to be installed. Gutters are also ideal to collect roof runoff and have extensions that extend at least 4 feet from the foundation - Installing a drip line around the home at the edge of the foundation can improve foundation performance during the dry months if not already installed, especially since there are trees around the home. Drip lines are ideally installed about a foot away from the slab and buried approximately 3 inches below the ground. Requirements for run time can vary depending on recent weather conditions, so the soil condition should be monitored to see if it is becoming too muddy or remaining dry so adjustments to the watering schedule can be made. - It is always ideal to remove large trees and shrubs around the home, but root barrie can also provide benefit if they are far enough from the home to install. It is recommended to contact an arborist to determine if root barriers are a good choice without causing damage to trees. Root barriers are installed to a depth of 3' or until n roots are encountered, whichever is deeper, and a root barrier material installed to prevent future root growth and extraction of moisture under the home. If trees are not removed or root barriers installed, it makes watering even more important, There are several commercial barrier materials on the market or the owner may use corrugated fiberglass set vertically in the ditch with the edges lapped over, with minimum 10 mil plastic sheeting set at the outside and then clay soil backfilled and compacted back i the ditch. Without tree removal or root barriers, it makes adhering to a regular waterin. schedule even more important for the foundation. 0. P5373 1,0ft lanters 0�1 0,8 0 Rocks 0A 01 AjAk 0 0.6 WI S 0,9 0.8 . 0.3 0 02 07 1,0 6,9 0,9 tl Fp 6 0.5 0,7 0� 8 0,5 017 43 o.-a . ..... . . .... . ..... . ......... .. . ..... ... ... .... .. . . .... .... .. I mr.mV 1 The opinions expressed in this report are based on information supplied by the owner and/or an evaluation of current conditions observed at the time of this inspection. This writer will not be responsible for (1) knowledge of subsurface conditions without extensive geotechnical data supplied by a competent soils engineer, (2) knowledge of cracks, vertical differential displacement of floors without uncovering of the floor by the owner, and (3) any other element such as joists or beams and other structural members that are not readily observable for viewing. In no event shall the liability of HGS Engineering exceed the monies paid by the customer under this agreement. Any prescribed repair plan detailed by this report is based on observations of apparent performance of the facility at the time of structural inspection. Compliance with any code or specification other than as expressly noted is specifically excluded. This site survey and resulting recommendations are based on conditions as they now exist and do not imply or warrant that other problems and/or areas may not become manifest in the future. Unless otherwise indicated, this report was prepared solely for the client involved and expressly for purposes indicated by the client. Permission for use by any other persons for any purpose, or by the client for a different purpose, is denied unless otherwise stated in writing by this letter. This writer shall have no liability for the acts or omissions by the contractor or his subcontractors performing work on this project, or the failure of the contractor to perform the work in accordance with repair documents. This writer is not responsible for the construction means, methods, techniques, sequence, or procedures or the precautions incidental there in. This writer is not responsible for the future performance of any repairs that were installed previous to or after this report by another party. It should be understood that different repair methods can result in varying It is known to knowledgeable Professional Engineers that soils in this area are conducive to movement, expansion, and/or contraction. This soil movement could possibly cause the foundation rt'-1co'uutwt4,2tio*s. Bec to 11146 6W, i t' rilymy aGUTe llabtle 01 tile SOUS III Lite alea, 115&5 of G011111111AAf 411111f][51-lef are 1111,01'rut in all remedial measures. The engineer can, however, provide recommendations for remedial measures that reduce risks. Not implementing the entire remedial plan may increase such risks. Although no warranty is expressed or implied as to the performance of this foundation, proper maintenance of consistent soil conditions along the perimeter of this structure can reduce further problems after the recommendations listed herein have been completed. The owner should be aware, however, that if water leaks occur or erosion takes place, stability of the foundation would be damaged. Heath Salmon, P.E. W. rmw • .......................... HEATH G. SALMON ................. -W -0% 135871 F-21268 SOW- 12/19/2025 lin