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Home My WebLink AboutSFRA2020-3785 ATE OF ISSUANCE: ;�o � v��, �1 aol n T r X A s PERMIT #: SL BUILDING PERMIT APPLICATION (PLEASE PRINT t 'LEGIBLY - COMPLETE ENTIRE FORM) JOB ADDRESS: t u vvR D UlI M SUITE # LOT: BLOCK: SUBDIVISION: ( BUILDING CONTRACTOR (company name): —��l�,,��l,l( Tey. �l i mil, TP 11 �-� CURRENT MAILING h ADDRESS: �_ � 0 LwwI ) ¢ .� �� j � (� CITY/STATE/ZIP: l� I.f/�t.��i1 �1 t� ��AC{�,,� ^ PH: # ftM 4J`'1'`f' Fax # C� PROPERTY OWNER: DM I�� 4 F(1(`` 0_ 4 � Gl[�r(i CURRENT MAILING ADDRESS:1. &P17,E 1 l INjCI f �Ii[ C CITY/STATEIZIP: ; 1 JL �a�} PHONENUMBER ] PROJECT VALUE: $ 3 I5D FIRE SPRINKLERED? YES NO 7C WHAT TRADES WILL BE NEEDED?? (check ones that apply) ELECTRIC ! 1 � PLUMBING MECHANICAL DESCRIPTION OF WORK TO BE DONE: CJ CIrP 0\ Pi -e1C S "4 U USE OF BUILDING OR STRUCTURE: Y +rl A NAME OF BUSINESS: Total Square Footage under roof: Square Footage of alteration/addition: "`-, l Onk ❑ 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 0Y THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APFL FRO APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAMFIN �o Om r N Qi SIGNATURE PHONE #: l �i) 1 i '�S 7. �r EMAIL: � L&b Q CHECK PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES NO Front: Electrical Division: Building Death: Left: Plumbin'= Zoning: Building Width: Rear: Mechanical Occupancy Load: Ris t: j Plan Review Approv*_Date: Building Permit Fee: j Site Plan Approval: �� Date: Plan Review Fee: Fire Department: Date: Lot Draina,-_e Fee: Public Works Dcpartment: Date: Sewer Availability Rate: Health Dc partment: Date: Water Availabi I i ty Rate: Approved for Permit: Date: Total Fees: j Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104. GRAPEVINE, TX 76M (817) 41"165 WORMSIOSPERWAPP+JCATKM imAev 1 ,2bi' i� \ IJ ►GR A F TE i'T £ ► S S'= City of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817)410-3012 Fax BUILDING --- RESIDENTIAL ALTERATION Issue Date: October 23, 2020 PROJECT DESCRIPTION: Install (7) Piers for Foundation Repair PROJECT # WWW.mygov.us SFRA-20-3785 Permits LOCATION LEGAL 1208 Hillwood Way Dove Landing Addition Blk 2 Lot 12 Grapevine, TX 76051 CONTRACTOR Slab -Tex Stabilization, LLC P.O. Box 870603 Mesquite, TX 75187 (972) 388-4344 Phone (214) 715-6126 Mobile OWNER Farrah Fierro-agado 1208 Hillwood Way Grapevine, TX 76051-6652 AVAILABLE INSPECTIONS Building Final (required) INFORMATION —APPLICANT NAME —APPLICANT PHONE NUMBER County Fire Sprinkler System? Square Footage VALUATION FEES Building Permit Fee, ($150.00 Flat Fee) Simple Alteration PAYMENTS Brian Frye 2147156126 Tarrant NO 3150 TOTAL = $ 150.00 $ 150.00 TOTAL ; $150.00 Slab -Tex Stabilization, LLC (Brian Frye) Check on 1012312020 ($150.00) Note: CK1224 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 OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCYiS). e Date MYGOV.US City of Grapevine i BUILDING — RESIDENTIAL ALTERATION i SFRA-20-3785 i Printed 10/23/20 at 12:01 p.m. Page 1 of 2 ALL CHANGES REQUIRE Provide Signed and SealCdPage Two Inspection Services APPROVAL letter from RegisterqgNSULTING ENGINEERS, STRUCTURAL, MEciEW,REVISED PLANS Engineer confirming site 315 Farrar Road, Waxahachie, Texas 75165 inspection and approval O Tel: (972) 268-4140 Fax: (972) 935-0184 APPROVED PLANS SHALL BE pier installation when - KEPT ON JOBSITE AT ALL TIMES work Is con beWn Inspection October 20, 2020 Slab -Tex Foundation Repair CONTRACTOR SHALL CALL FOR Ms. Amanda Frye Tel: 972-388-4344 INSPECTIONS: Email: amanda@slabtexfoundation.com (817) 410-3010 Referenced Residence: &ONTRA TOR REGISTRATION Re: Structural foundation inspection of the house at 1208 Flillwood Way, �I 51'e 1/OKED UPON 76051. 11V1 PERMIT EXPIRATION. Per your request, my representative or I have made a visual inspection of the referenced property. The purpose of this inspection was to verify the structural integrity of the structure foundation of the referenced structure. The following are my on -site observations: ON -SITE OBSERVATIONS: The subject structure is a two-story, brick veneer, single family residence, with a slab on grade foundation. The foundation along the perimeter of the residence has experienced a measurable amount of differential settlement and lateral movement, evidenced by cracking in the exterior concrete, veneer and some slope in the floor. This can be repaired with the addition of exterior pressed concrete piers below the foundation. Perimeter of the foundation beam and interior floor area is to be re -leveled and stabilized to the best possible original elevation. Use steel shims for re -leveling. Also, improve drainage around perimeter. All work is to meet or exceed the intent of the 2015 IRC building codes. Current elevations provided by the contractor. After all repairs are completed, I recommend the homeowner have the plumbing and drains checked by a licensed/bonded plumber and have the results forwarded to the engineer. If the homeowner would like the floors to be closer to level, Ardex or a two-part, high strength, self - leveling epoxy can be used for fine leveling. Repair all interior and exterior cracks so they do not get worse. I recommend the homeowner follow the enclosed Foundation Maintenance Program. Disclaimer: This inspection consisted of visual observations only. The inspection excluded electrical, architectural, framing, mechanical, termites, wood destroying insects, dry rotting wood, sidewalk, driveway, and all detached structures. No performance warranty of any kind is expressed or implied. Due to the soil type in the area, the foundation may experience movement/settlement in the future. The structure is in the condition consisINTWORASWEVINE building of its age and one that has been subject to a measurablq�� TRUCTION, the local, city, county, state, federal, or any applicable code is (n inan 1 § ort an sketch, then the code requirement overrules and takes precec814.EET: i OF: Limit of liability shall be the fee paid for this report. RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH Tldl`� gPDE OR ZONING ORDINANCE. Sincerely, Lee Charles Page, P.E. #61555 Page Two Inspection Services #F-20584 1208 HILLWOOD WAY 20-3785 Install 7 Piers / Foundation Rep CITY AP OV LAfTO BE KEPT ON _LL TIMES ... ....... 555 DATE:°its �i"�• --�" E3C`J N DIVISION: RELEASE DO��4FT TO CONSTRUCTION IN EASEMENTS a PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED OFFICE COPY Typical Pile Detail Soil Backfill After Foundation X X X X Lifting ' Support Blocks — L—J 16 x 18 x 12 — = 5000 PSI Pile Caps Pneumatic Initial Force As Recommended By Shim As �— The Manufacturer With Required Incremental Force To For Fine — The Point Of Rejection Leveling -- Or Refusal 6" Diameter 12" Long Piling Segments 5000 Le end 1J PSI Concrete Pre -cast Pier Minimum Depth 12'-0 or Equal Page Two Inspection Services Slab -Tex Foundation Repair 315 Farrar Road Ms. Amanda Frye Waxahachie, Texas 75165 Tel: 972-388-4344 Registration #F-20584 Date 10/20/2020 I S K- i ui V Z P z z z QI Z Ycr O > 4 ' o 0 w U) �� wf Z�3m >.z W 2{{ pXLL(L Foundation i� P1�W m JI > z Q Q Install Pressed C taw% O Q� I z o R m Not to Scale O _ ~� CE o v ~ Brick Veneer U Ix ¢ c�es w a C in D Slab on Grade U. 0 0 0 z 0 t�-Q Vm wm ZzC/,w a v,w'_ �Wzz -0.7 -1.0 -lit -0; � .8 d = m 2 c = w �� a�.i ' U,¢ W wwU ti Uw—J 0.0 LU z F= -0.2 8).4 U -0.4 0_0 -0.3 -0.2 0.0 -0.3------------- 0.5---- I� FD ------- Garage 0.0 Plan View Front 1208 Hillwood Way Driveway Grapevine, Texas 76051 �E of rF�1 .,sal ..............................:.... [E CHARL PAGE, JF Page Two Inspection Services CONSULTING ENGINEERS, STRUCTURAL & MECHANICAL 315 Farrar Road, Waxahachie, Texas, 75165 Tel: (972) 268-4140 Fax: (972) 935-0184 Foundation Maintenance Proaram Highly plastic clay soils, as are typically found in the Dallas/Fort Worth area, exhibit a great amount of expansion and contraction caused by seasonal moisture changes and varying weather conditions. Clay soils that become too dry will shrink and not be able to maintain the physical elevation of a structure's foundation. High ambient temperatures and long periods of inadequate rainfall can cause moisture loss several feet below the surface and take a devastating toll on foundations. Conversely, clay soils that become overly saturated can lose their load bearing capacity. Guidelines regarding residential foundations and soil moisture changes: ❑ The key to maintaining foundation elevations is proper drainage. Water should always run away from the house with no pooling of water near the foundation. Soil should be about 2" below the top of the perimeter grade beams, and slope about 1"-2" per foot for a minimum of 18" away from the perimeter. It is recommended to place fill dirt at perimeter grade beams, gutters, and splash blocks under downspouts. Only clay -like soils should be added around the perimeter, NOT porous or sandy soils. ❑ Keep an eye on the soil conditions around your house by looking at the "soil line," which is where the soil meets the concrete beam wall. If the soil line has pulled away from the foundation more than 1/2", it is time to water. Ideally, the soil should be snug against the wall. if you see that the soil has pulled away, it is recommended to not add water directly into the separation because it may settle under the beam and make the soil in that area too wet. Instead use a sprinkler or a soaker hose. The separation should close by itself in a few days. ❑ The moisture content of the soil at the perimeter of the foundation should be slowly increased and maintained during all seasons. Water the foundation in a uniform and systematic manner with an automatic system or soaker hoses placed 12"-18" from the perimeter beam wall. The key is to keep the soil moist but not muddy. Watering every other day for about twenty minutes is usually sufficient, but should be increased during very hot, dry periods when drying cracks occur. During hotter seasons, the South and West sides of the house might require more watering because of exposure to more direct sun than the North and East sides. ❑ It is recommended to not plant trees or shrubs next to the foundation because their roots sap moisture from the soil, both at the foundation and under the slab is t1:ea lei INE moisture content of the active supporting soil at var. h can caug 1 CT�ON settlement of the foundation. Trees, in particular, sh expected growth height (i.e. if a tree is anticipated to grow 30' tall, it should be planted at least 30' away from the house.) Also, certain fast 9bQaT bh .c (like_=L- Pe��liotiaxiasa should be avoided completely, if possible, because RF*F"FuWQW&Qi69W1TkI&M[e1ANY WORK IN hence fast-growing. CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. Most major foundation movements can be prevent4@fft)fe tt RRWWEt _��1TO BE KEPT ON maintained. The extent of distress will be lessened and the se�I tlg *'FA 1bTiMES considerably increased. _ Lee Charles Page, P.E. #615 T(IL BY:72} SGINSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVED NOV 4 2020 Page Two Inspection Services CONSULTING ENGINEERS, STRUCTURAL, MECHANICAL 315 Farrar Road, Waxahachie, Texas 75165 Tel: (972) 268-4140 Fax: (972) 935-0184 Foundation Inspection November 4, 2020 Slab -Tex Foundation Repair Ms. Amanda Frye Tel: 972-388-4344 Email: Amanda@slabtexfoundation.com Final Inspection: Re: Structural foundation inspection of the house at 1208 Hillwood Way, Grapevine, Texas 76051. Per your request, I or my representative have returned to the referenced property to conduct a final inspection of the work performed by Slab -Tex Foundation Repair. The following are my on -site observations: All specified pressed concrete piers were installed under the slab on grade, two-story, brick veneer, single family residence. At the time of the inspection, the work pertaining to the leveling and repairing of the foundation, and the backfilling of the soil along the perimeter of the house was complete. In my opinion, the work performed by Slab -Tex Foundation Repair was satisfactor" . Al I work meets or exceeds the intent of the 2012 IRC building code. Please recommend that the homeowner have the plumbing and the drains checked by a licensed/bonded plumber and have the results forwarded to the engineer. If the homeowner would like the floors closer to level, Ardex or a two-part, high strength, self -leveling epoxy can be used for fine leveling. Repair all interior and exterior cracks so they do not get worse. I recommend the homeowner follow the enclosed Foundation Maintenance Program. I am pleased to perform this inspection for you. Should you need further assistance in this matter, please do not hesitate to call. Disclaimer: This inspection consisted of visual observations only. The inspection excluded electrical, mechanical, architectural, framing, termites, wood destroying insects, dry rotting wood, driveway, sidewalk, garage, wooden deck, and all detached structures. No performance warranty of any kind is expressed or implied. Due to the soil type in the area, the foundation may experience some movement/settlement in the future. The structure is in the condition consistent with a residential building of its age and one that has been subject to a measurable amount of foundation damage. If the local, city, county, state, federal, or any applicable code is more stringent than this report and sketch, then the code requirement overrules and takes precedent. Limit of liability shall be the fee paid for this report. Sincerely, Lee Charles Page, P.E. #61 55 5 Page Two Inspection Services #F-20584 Soil Backlill After Foundation X X Lifting —�IJ_ Shim As -- Required For Fine -- Leveling Legend �1 Pre -cast Pier Page Two Inspection Services 315 Farrar Road Waxahachie, Texas 75165 Registration #F-20584 Date 11104/2020 Typical Pile Detail X X Support Blocks 16" x 18" x 12" 5000 PSI Pile Caps Pneumatic Initial Force As Recommended By The Manufacturer With Incremental Force To The Point Of Rejection Or Refusal 6" Diameter 12" Long Piling Segments 5000 PSI Concrete Minimum Depth 12'-0 or Equal Slab -Tex Foundation Repair Ms. Amanda Frye Tel: 972-388-4344 SK-1 Foundation Revair Plan Pressed Concrete Piers Not to Scale Residence Brick Veneer 2 - Story Slab on Grade Final Elevations r-----------i ■ E�eC. BD 0.6 0.5 0.3 0.7 0.9 Wooden 0.0 Deck 0.1 0.4 Fence 0.0 0_0 0.0 Fence AC 0.1 0.2 _L FD _ _ Garage 0.3 Plan View F 1208 Hillwood Way Grapevine, Texas 76051 ront Gas OF Driveway 5.`' 'T�? y®tit I r X' LEE CHARLEL' PArE, JR. 4��;azijfygL �G