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Home My WebLink AboutSFRA2025-000680 , � � r � �;, r �: �', �.�. !.,.,.,... ,.:,:, as .,,, e,,,,,,;, ,,,,,, tI{s:l , � � �� ,' �. y, ,�., i .'„- � :� 4� i r .� ,.., ., � � x ;.. •, � . � a;: _ .... ,,., „� 1 i . � r. � ��,a � � <, , . � ♦ .. �, * " a' ' .. �� . �� ... /M'r, t ,k.,* � � ` S k o �' .. ► 4 r; t _,. 1-, i ! t ♦' u"- # ; 1 t�t<Fi„,,„ i i ! �i�� rr.; . a � £ � r � r. ; tsP� y`�� 3 } �jt(, � �� !� z ( �;yy�4�t ki P 1 t?��{ }�1� �.. i }� � �{1 y � • � �£�� v � A � k 1 +w !• � ��. �.� U � � � y ►� � ' � �' .* � � . e G � �, .M � � u � � � } � � * ., # � � r .�,. w, } � � � � r � #; � « �•r, ,, � �,� f ,a,�. , ► r. � � � r � � . .,- � " � .�-� +r � fr s:; 4 of Grapevine Building - Residential PO Box 95104 Alteration V" Grapevine, Texas 76099 817) 410-3166 Project # - Project Description: Residential Foundation Repair (install (8) Steel Piles [ELECTRONIC REVIEW] Issued on: 02/28/2025 at 9:32 AM ADDRESS INSPECTIONS 1627 Hyland Greens Dr 1. Building Final Grapevine, TX 76051 LEGAL INFORMATION FIELDS Hyland Greens Addition —APPLICANT NAME (individual) Wendy Williams Blk 3 Lot 12 S **APPLICANT PHONE NUMBER 4698836151 Hyland Greens Addition APPLICANT E-MAIL Block 3 Lot 12 VALUATION 4080 PERMIT HOLDER * CONSTRUCTION TYPE VB Leandral-ozano * OCCUPANCY GROUP R-3 RAM JACKIRJT COMM DOCUMENTS - MISC 01 Garris App.pdf ERCIAL INC (972) 595-8835 DOCUMENTS - MISC 02 Garris_ 1-1627 Hyland Greens Dr Grap,evine.pdf COLLABORATORS ZONING DISTRICT R-7.5 - Leandra Lozano RAMJACKIRJT FEE TOTAL PAID DUE COMMERCIAL INC Building Permit Fee, ($150.00 $150.00 $150.00 $150.00 (972) 595-8835 Flat Fee) Simple Alteration OWNERS TOTALS $150.00 $150.00 $0.00 - Dwight M Garris READ AND SIGN I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITYAND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). Page 1/2 MYGOV.US 25-000680, 02128/2025 at 9:32 AM Issued by: Victoria Hecko W c� Z � CL (Dff C)Z co > �rQ Z €L FORTIFIED ENGINEERING SOLUTIONS Mr Dwight Garris 1627 Hyland Greens Dr Grapevine. TX 76051 e Foundation Inspection 1627 Hyland Greens Or Grapevine_ TX '^• a, wR r'riQx January 22. 2025 .z Per your request, a site inspection was performed at your residence on January 21 2025 The purpose of the site inspection was to provide a general assessment of the structural condition of the foundation at the exposedresidence The interior of the garage and the main residence was not accessible during this investigation The inspection was strictly visual and limited to the areas of the structure No material or geotechnical testing was performed and was beyond the scope of this investigation The Texas Board of Professional Engineers describes this as a level "B" evaluation Documents detailing the construction of the residence were not available for review. The residence is estimated to be approximately forty-two (42) years old and for orientation purposes is assumed to face north. As indicated, a geotechnical investigation preliminary soil data can be obtained from the Web Soil SurveyResources Conservation Service w produced StatesDepartment of Agriculture This soils survey primary soil at the residence is classified as Crosstell Fine Sandy Loam This soil has a very slow infiltration rate and a very slow rate of water transmission Crowell Fine Sandy Loam also has a relatively moderate to high shonk-swell potential with a Plasticity Index ranging from 22 to 49 The Plasticity Index (PI) is a measurement of sail moisture content range through which the soil exhibits plastic behavior Soil with Plasticity Indexes between 15 to 30 is considered moderately expansive to changes in moisture content and would be subject to relatively moderate volume changes Sail with PI cheater than 30 is considered highly expansive to changes in moisture content and would be subject to relatively significant volume changes. Changes in moisture content due to plumbing leaks, pending around the residence or trees located near the foundation could produce relatively moderate to sigMicant sail volume changes and cause foundation movement R ;"' V 10!& 5;"G,; 0 A 14 0,,. A L E 0 L F 7 T'S R.. � OBSERVATIONS ,r,J"PRONAL OF INER N TA t Aa TlO. k �x a?; 44 4 yyy9 Vegetation around the residence consists primarily of grassy areas with small to large size shrubs The residence does appear to have a sprinkler system The surface grades on all skies of the residence appear to be adequate to dram water away from the foundation separationFoundation and Elevation Assessment Plan (SK-1) The evidence consisted primarily of masonry brii cracks, brick door frame. brick separation deflectionrame, and rT he grade beam is spalled on the southwest corner of the residence Cracked grade beam has exposed the rebar reinforcement and is allowing it to corrode. , to spread and become more of a structural problernr r r r .,,r w � R > 'n t ia e m x 8 w, w 4 Fs .:VG � ,a S M AND dry,.. .r LE7,1,.<M Mr Dw)ght Garns s ME ME R January 2. 2025 Foundation inspection C. OP4F,iRIP';NNG, 1 s"' iNSF EC j"dOlq i,,,N 1627 Hyland Greens Cir APPI^iOVA 0; P- ; ONS`x" w_LA'"ION °NMrEN Grapevine. TX VIORK. Is OINI LEIrE, • . ,r , yr .. WateringUnderpinning one area of a foundation will not prevent foundation movement from occurring at other locations. Underpinning also will not prevent foundation heave Therefore due to the sensitivity of the soil to moisture maintaining uniform moisture around the foundation s essential The landscape grades around the residence should be corrected where noted and mamtained to slope away from the residence where required The landscape grades should slope away from the foundation at a minimum of %,"per foot for six (6-01, feet The top soil should extend a minimum of one (V-0) foot above the bottom of the grade beam and should not extend above four (4") inches below the bottom of the masonry All new fill soil should be clayey sand with a minimum Plasticity Index ( ' PI) of twenty-five (25) the soil around the foundation important�s also It is recommended to have the sanitary sewer and domestic water lines tested for leaks beneath the floor slab after the underpinning work has been completed A simple hydrostatic test can be Performed by any reputable plumber It any leaks are discovered beneath the floor slab, they should be repaired as soon as possible concludes This Observations made in this report inspectiondate of the s foundation report If I can be of further assistance or should you have any questions about this report, please do n David Ziescliang F= eld Inspector Sam Rosentlerk Vice President A.-L C?dG1 %1 AINE1%'s �:- .�,yPPh"�'„a°w''�c�1 £� .�� FfPiT's fslri S x Foundation and Elevation Assessment Plan (K-1) Rare deck Driven Pale Detail Fah D . F.E. .172 MmmmmzY� WOOD *I WOOD C C s DECK —X. lie -2 2" -2 2" ENCLOSED PATIO x X I - �4 1 7' 1,3" --j x 4" 08.1 x -08" S RECOMMEND' , """' TREE REMOVAL 001, . .. ....... R 001, RP, RETAINING WALL Ya" BRICK .—SEPARATION FROM DOOR FRAME 2 0" -2 T EXPOSED� REBAR -11" m m 41 ACI R'W�� —0 4" a" BRICK it SEPARATION FROM WINDOW Is +0 3" --I I BRICK DEFLECTION PARATION FROMI'� OF FRIEZE CAA RAGEFRAME BOARDS DRIVEWAY LEGEND -0 50" — - - - SLAB ELEVATIONS TAKEN BY RAM JACK 12'05/2024 --—- STEEL PILES — - — - STEEL PILES THROUGH CONCRETE X DECLINED STEEL PILES NORTH —+—, DOOR OUT OF PLUMB AND DIRECTION LOW FORTMED DWIGHT GARRIS SHE, I I 1627 HYLAND GREENS DR ENGINEERING SK-1 TO L, U'T� () N'�; GRAPEVINE, TX 2765 W KINGSLEY FIRM NO F-17828 SCALE, DATE GARLAND. TX 75041 2Z2 535-d595 3132" = V+0 01/2212025 APPROVAL OF MEF,', INdAJ�. L dwkTa 0 '4 "Ira w is SLOPE GRADE°` PERC3i NOTES 1 PLACE PHYSICAL ROOT BARRIER (SK-2) AS CLOSE TO FOUNDATION AS POSSIBLE AND NO MORE THAN 1'-O AWAY THIS WILL SERVE AS A MOISTURE BARRIER AS WELL, 2 Cif} N DT' WATER THE. SOIL BETWEEN THE ROOT BARRIER AND THE FOUNDATION. 3 DO NOT ALLOW WATER TO STAND OR POND BETWEEN ROOT BARRIER AND FOUNDATION 3 HAVE ALL UTILITIES MARKED IN AREA OF ROOT BARRIER BEFORE EXCAVATING 5 AS AN ALTERNATIVE A BIOBARRIER MAY BE INSTALLED FARTHER AWAY FROM THE FOUNDATION FOR EXAMPLE. THIS SYSTEM CAN BE USED TO GO AROUND FLOWER BEDS AND AVOID DISRUPTING MANICURED LANDSCAPING. HOWEVER, THIS WILL NOT SERVE AS A MOISTURE BARRIER. TYPICAL ROOT BARRIER DETAIL OF �"� SCALE 1/" = t . R NJITH S. ROSEN ERX ........................... •... �, 116B 1 '� I FORTIFIED, Ci1NIGHT GAIRIS SHEET 1 °» I 127 HY NIA GREENS CAR k •»» a {. GRAPEVINE TX 2765 W KINGSLEY FIRM NO F-17828 SCALE DATE z".� ; 2ARLAND, TX 75041 (,972) 535-4595 1i2" = V-0 01122g2025 FROM APPVCV,4L OF PliffZ iNSULLATION WHIE- VV 0, - K i SF" 0 Wrl 1 f_-, I E .4001 BRACKET -A 'kAP WITH -STENINGSi DIA ALL THREADS AND NVTS /-'SEA I Ar G JSSE r IS N G T E'S, - 2 7"0 DRIVEN PILO Y8 -1 1" 0 GLELVE BRACKET SLEEVI_ w. 2)" 1wVALL THU, 'K NF S (F� = MUN- 65 KSI1, I VNALL THICKNESS ;F _, = %1 t N T", K S 1) nik? K; 7:5, 0 Sri, ilk - I POL _Yr_ THYLENE COPol YMER THEMOPLASTIC GOAFING PER ICC-f--:s AC-1-2-1- - I ., i TR - RECO' Nl' W TT N MANUFACT� 'RER TO HA,!E IN' E��PEC7 INMIS 4ED M �F )UAI-iTY (-.'()NTROI,- FOR Atl MATERIALS AND MANt)Fk-TkjfRINC:, PROCU51"ES -3 AU 'AfFLDING IS TES f3F DOW Fly VVELDERS CEPTIFIED UNMER SE r T C F THE GAPA(_WOF THE UNDERPINNING SYSTEM IS A F:UNCTION OF MANY iNDIVIDUAL ELEMENTS, !NCLIMIN(� THE �,.APACATY OF Ti4F_ FOUNDATION. 9RACKET PIER S-W`, HELICAL PLAIE. AND BEARINCI STRATA. AS VVE1 I AS THE STRENGTI-4 OF TH, FOUNDATION BRAC1' E1 CONNECTION AND THE OUALIT Y'QF ME INS A; -';-Ai 10N OFTHE YOUR A, HILVABLE: _:Af'AUITIF!S I OULD BE HIGHER OR LOWER rHAN THOSE LISTED DEPENDING ON THE A,F30VF FACTORS i jA P L I A!; T 1: N I N G 0 ALL 1 iRFADS AND NUI�; GYP INSTA! _ATIIIN