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Home My WebLink AboutSFRA2012-1177G VIN E T E R A S � Iri JOB ADDRESS: BUILDING COP CURRENT MAILII CITY /STATE /ZIP: APR 212 DATE OF ISSUANCE: APR 16 2012 PERMIT #: / -� " W-? / BLOCK: SUBDIVISION: UITE # PROPERTY OWNER: vi 1 CURRENT MAILING ADDRESS: CITY /STATE /ZIP: PHONE NUMBER: e? PROJECT VALUE: 00 FIRE SPRINKLER] DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: * *Total Square Footage under roof: Wff/ t Square Footage of alteration /addition: YES NO 1 V 1-m_ ❑ 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 ACCESSI#rNTY BY THE CITY, A THAT THE DESIGN PROFESSIONAL /OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROV L OM THX/APPROPRIA TATE AND OR FEDERAL AGENCY(S). THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ ?— Setbacks Approval to Issue Occupancy Group: a Fire Sprinkler: YES NO Front: Electrical Division: Buildin De the Left: In Zoning: Building Width: Rear: Mechanical Occupancy Load: ale Right: Plan Review Approval: Date: Building Permit Fee: -' r J Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: r Approved for Permit: Date: �! Total Fees: ZY, '7 i Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410 -3165 O:FORMSIDSPERMITAPPLICATIONS 1/02- Rev.11/04,5: .,96,2/07,11/09.4 /11 Za.ea ENGINEERING Registration Number F-13759 5760 Legacy Dr., Suite 83-533 Piano, TX 75024 Office (972) 244-4154 Fax(214)501 -9505 info@!zalaengineering.com MUJA Foundation Repair and Remodeling 714 Dalworth St. Grand Prairie, TX 75050 Phone: (817) 320-0419 Re: 610 E. TEXAS ST. GRAPEVINE, TX This written report is the complete rest and should be read in full. Any verbal courtesy only and are not considered a Description This property was reportedly built in 195 the exterior walls, composition asphalt s portion and a concrete slab on the south the north. e-v 05 Page I of 3 610E. Texas St. Grapevine, TX 4/7/2O12 Elevations were taken and indicated the foundation has experienced an overall differential of4.O inches throughout the pier-and-beam north portion and 1.0 inches throughout the concrete slab south portion (see attached dravvng). It is important to note that it is impossible to know hnvv much of this difference is due to differential movement or was present when the foundation was first built. Drainage appears tobe good overall around the all sides are positively graded evvey from the foundation. Conclusions The conclusions one based on past performances of like foundations, under similar circumstances in the region. The property has experienced settlement of the concrete slab foundation at the southwest portion, and failure of the pier-and-beam foundation throughout. Mature vegetation in close proximity of the property and the effects of the drought were contributing factors to the settlement of the southwest portion. Age-related deterioration of pier-and-beam wood structure ioe contributing factor to the failure of the pier-and-beomnfoundation. Recommendations We recommend the installation of 11 exterior piers to support the concrete o|mb foundation in the locations shown On the attached drawing spaced at a nnaxinnUnn of 8'6^ around the perimeter. These piers must be installed tmrefusal. We also recommend the installation of new wood beams supported by blocks each spaced at maximum of TO" in the locations shown on the attached drawing. Replace all joists that are rotten or dry rotted under the floor. After the piers are instaUed, the foundation should be lifted to as near its original horizontal position as circumstances permit. The complete leveling of the affected areas should not be expected. Some slopes will remain after repairs are completed. Pier locations may need tobeadjusted somewhat due to field conditions. Properly installed piers will limit and minimize the downward portion of the seasonal movement. Underpinning will only prevent future downward movement it will not prevent expansive clay soils from upheaval. Complete closure of brick and mortar cracks, sheetnonh cracks, and door correction should not be expected. Limitations of Inspection This report is written for informational purposes only. It is not intended to be o complete technical evaluation of the property. Other problems may become apparent aothe ea@omns and climatic conditions change. There is no vvarronb/, expmmmsed, or imp|ied, concerning the engineering report. Liability in strictly limited Uo the fee paid for this report. Page 2 of 3 G1OE. Texas St. Grapevine, TX 4/7/2012 This engineer will not be responsible for /1\ knowledge of subsurface conditions without extensive 0eotechnioa| data derived from onuiba drilling and testing of soil samples (no tests or analysis were performed on the structure or the foundations soils / bedrock), /2\ knowledge of concealed cracks, or vertical differential displacement of foundation without uncovering the floor, (3) any defects that are covered up due to recent repairs, remodeling mrrepainting, and (4) any other element such as joints or beams and other structural members that are otherwise not readily available b» this engineer for viewing. Thank you for the opportunity Uobeof assistance toyou. IV eve Luis De Jesus, P.E. Page 3 of 3 O F tl F (:j THE SEAL APPEARING ON THIS DOCUMENT CAN ®b; rt�� WAS AUTHORIZED BY ®• ®® 9 �.• ®:`Pir ®� LUIS A. DE JESUS, P.E. 106624 ON APR. 6, 2012. ALTERATION OF A ® ® • • • • • ® ® • i • ®e SEALED DOCUMENT WITHOUT Luis 0 0 JESUS S PROPER NOTIFICATION TO THE p ® 106624 ®'w�i ENGINEER IS AN OFFENSE UNDER /CENSE:'•e� THE TEXAS ENGINEERING PRACTICE ►� <°ps ••••••••��,�-.. ACT. ` ®1 ® \��`► THIS DOCUMENT IS THE RENDERING OF A PROFESSIONAL SERVICE, THE ESSENCE OF ADVICE, JUDGEMENT, OPINION, OR SIMILAR SKILL. -0.2" -0.3" -016 / ! 0.2" \\ -0.4" V. f -a.8" f.l� 0.6" i rrr -0.3" \ 1 Notes: Contour intervals are in 0.5 inch steps. Accuracy tolerance for conducting relative slab elevation survey is approximately 0.1 of an inch. This is due to multiple factors, including inconsistencies in carpet pad thickness and condition, accuracy of surveying equipment, etc. Adjustments were made to elevation readings to account for difference in floor covering thicknesses. Project Name: Residential Foundation Repair Address: 610 E. Texas St., Grapevine TX Customer: MCJA Foundation Repair Date: Scale: Drawing Title: Apr. 6, 2012 NTS Foundation Elevations Z'�� Sheet. � 9 � � � Ll IJ Ll 11 ll � � 9 lrq l� T Q g 1 Registration Number F -13759 1 of 5760 Legacy Dr., Suite 133 -533 Plano, TX 75024 (972 ) 244 -4154 New Wood Beams Pier E lI 0 • Notes: Contour intervals are in 0.5 inch steps. Maximum perimeter pier spacing is 8' -6 ". Maximum beam support spacing is T -0 ". Project Name: Date: Scale: Drawing Title: Residential Foundation Repair Apr. 6, 2012 NTS Plan of Repairs Address: sheet: F ill o� ill C C d o 610 E. Texas St., Grapevine TX g g Registration Number F -13759 Customer: of 5760 Legacy Dr., Suite B3 -533 MCJA Foundation Repair Plano, TX 75024 (972) 244 -4154 THE SEAL APPEARING ON THIS DOCUMENT OF 7-, JESUSAPTE.O 01662D4 ON �P ®•••'•••••®'1,y�ij ®� r® ®J��/ APR. 6, 2012. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE 0000000 06 00 *Opp LUIS A. DE JESUS I ENGINEER IS AN OFFENSE UNDER s • • • • • • • • • • • • 30 106624 THE TEXAS ENGINEERING PRACTICE ®: war ACT. t/ONAL ��.s.;` THIS DOCUMENT IS THE RENDERING t OF A PROFESSIONAL SERVICE, THE r ESSENCE OF ADVICE, JUDGEMENT, -- OPINION, OR SIMILAR SKILL. Pier E lI 0 • Notes: Contour intervals are in 0.5 inch steps. Maximum perimeter pier spacing is 8' -6 ". Maximum beam support spacing is T -0 ". Project Name: Date: Scale: Drawing Title: Residential Foundation Repair Apr. 6, 2012 NTS Plan of Repairs Address: sheet: F ill o� ill C C d o 610 E. Texas St., Grapevine TX g g Registration Number F -13759 Customer: of 5760 Legacy Dr., Suite B3 -533 MCJA Foundation Repair Plano, TX 75024 (972) 244 -4154 r � r r- -- - - r l \ \ ! / 1 1 / Pier E lI 0 • Notes: Contour intervals are in 0.5 inch steps. Maximum perimeter pier spacing is 8' -6 ". Maximum beam support spacing is T -0 ". Project Name: Date: Scale: Drawing Title: Residential Foundation Repair Apr. 6, 2012 NTS Plan of Repairs Address: sheet: F ill o� ill C C d o 610 E. Texas St., Grapevine TX g g Registration Number F -13759 Customer: of 5760 Legacy Dr., Suite B3 -533 MCJA Foundation Repair Plano, TX 75024 (972) 244 -4154 r � r r- -- - - - - -- Pier E lI 0 • Notes: Contour intervals are in 0.5 inch steps. Maximum perimeter pier spacing is 8' -6 ". Maximum beam support spacing is T -0 ". Project Name: Date: Scale: Drawing Title: Residential Foundation Repair Apr. 6, 2012 NTS Plan of Repairs Address: sheet: F ill o� ill C C d o 610 E. Texas St., Grapevine TX g g Registration Number F -13759 Customer: of 5760 Legacy Dr., Suite B3 -533 MCJA Foundation Repair Plano, TX 75024 (972) 244 -4154 FOUNDATION OF fF1114' % LUIS A. DE JESUS 0000000000000 a 0. 106624 *0 4 /CENS SOIL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY LUIS A. DE JESUS, P.E. 106624 ON APR. 6, 2012. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. THIS DOCUMENT IS THE RENDERING OF A PROFESSIONAL SERVICE, THE ESSENCE OF ADVICE, JUDGEMENT, OPINION, OR SIMILAR SKILL. Note: Concrete piers should be pressed to refusal. STEEL SHIMS PRE-CAST CONCRETE CYLINDERS PRE-CAST CAPBLOCK PRE-CAST CONCRETE CYLINDERS Project Name: Date: Scale: Drawing Title: Residential Foundation Repair Apr. 6, 2012 NTS Concrete Pier Detail Address: Sheet: 13 a 610 E. Texas St., Grapevine TX Ud a F nuumnnagnimu Customer: 3 of 4 Registration Number F-13759 MCJA Foundation Repair 5760 Legacy Dr., Suite B3-533 Plano, TX 75024 (972) 244-41,54 Al rnnn DV A X X Duu�_n 16"x I 6"x4" Note: Concrete piers should be pressed to refusal. Project Name: Date: Scale: Drawing Title: Residential Foundation Repair Apr. 6, 2012 NTS Wood Beam Support Detail 13 13 n Address: Sheet: 0 � 610 E. Texas St., Grapevine TX n � �g�g ENO Customer: 4 of 4 Registration Number F-13759 MCJA Foundation Repair 5760 Legacy Dr., Suite B3-533 I I Plano, ---- , TX 75024 (972) 244-4154 C April 21, 2012 Za 'a ENGINEERING Registration Number F -13759 5760 Legacy Dr., Suite B3 -533 Plano, TX 75024 Office (972) 244 -4154 Fax (214) 501 -9505 infoc@zalaengineerinit.com MCJA Foundation Repair and Remodeling 714 Dalworth St. Grand Prairie, TX 75050 Phone: (817) 320 -0419 Re: 610 E. TEXAS ST. GRAPEVINE, TX At your request, we have performed a foundation inspection at 610 East Texas Street in Grapevine, TX on April 20, 2012. At the time of the inspection, the work pertaining to the stabilization and repairing of the foundation was completed satisfactorily. The house was measured to be level to within 0.6 inches throughout the concrete slab on the south portion, and within 1.0 inch throughout the pier - and -beam foundation on the north portion. This work meets IRC (International Residential Code) for this type of structure located in this region. Underpinning will only prevent future downward movement; it will not prevent expansive clay soils from upheaval. Complete leveling of the house should not be expected. The inspection consisted of visual observations only to verify the foundation work performed by MCJA Foundation Repair and the post - repair elevations are documented in the attached drawing. This is a final inspection of only the work performed. This report is written for informational purposes only. It is not intended to be a complete technical evaluation of the property. Other problems may become apparent as the seasons and climatic conditions change. There is no warranty, expressed, or implied, concerning the engineering report. Liability is strictly limited to the fee paid for this report. This engineer will not be responsible for (1) knowledge of subsurface conditions without extensive geotechnical data derived from onsite drilling and testing of soil samples (no tests or analysis were performed on the structure or the foundations soils / bedrock), (2) knowledge of concealed cracks, or vertical differential displacement of foundation without uncovering the floor, (3) any defects that are covered up due to recent repairs, remodeling or repainting, and (4) any other element such as joints or beams and other structural members that are otherwise not readily available to this engineer for viewing. Sincerely, C)" / y Luis De U Jesus, P.E OF r %Idly LUIS A. DE JESUS aaaaaoaaa « «a«• :® 106624 tt %. <f CENS ® ;P � w Page 1 of 1 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY LUIS A. DE JESUS, P.E. 106624 ON APR. 20, 2012. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. THIS DOCUMENT IS THE RENDERING OF A PROFESSIONAL SERVICE, THE ESSENCE OF ADVICE, JUDGEMENT, OPINION, OR SIMILAR SKILL. 01" -0.2' -0.4" 0.2" -0.2" -O.J' 0.51 0.2" 40.5" tl 0.3" i -0.4" 0.4" I -O.J" ab- Notes: Contour intervals are in 0.5 inch steps. Accuracy tolerance for conducting relative slab elevation survey is approximately 0. 1 of an inch. This is due to multiple factors, including inconsistencies in carpet pad thickness and condition, accuracy of surveying equipment, floor, etc. Adjustments were made to elevation readings to account for difference in floor covering thicknesses. Project Name: Date: Scale: Drawing Title: Residential Foundation Repair I Apr. 20, 2012 NTS I Post-Repair Foundation Elevations Address: Sheet: 610 E. Texas St., Grapevine TX 7 @;-] F [M [M 90 89 T �' [M Customer: I of 2 Registration Number F-13759 MCJA Foundation Repair 5760 Legacy Dr., Suite 133-533 Plano, TX 75024 (972) 244-4154 New Wood Beams OF LUIS A. DE JESUS V- 0000000000 * 106624 00, C E NSA,' 0 %II%%%0NAL THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY LUIS A. DE JESUS, P.E. 106624 ON APR. 20, 2012. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. THIS DOCUMENT IS THE RENDERING OF A PROFESSIONAL SERVICE, THE ESSENCE OF ADVICE, JUDGEMENT, OPINION, OR SIMILAR SKILL. Notes: Contour intervals are in 0.5 inch steps. 0 Pier Project Name: Date: Scale: Drawing Title: Residential Foundation Repair Apr. 20, 2012 NTS Post Repair Contours Address: Sheet: 6:Z% � 6:;,N 13 a 610 E. Texas St., Grapevine TX 99 � I M T � Customer: 2 2 Registration Number F- 13759 of MCJA Foundation Repair 5760 Legacy Dr., Suite B3-533 I Plano, TX 75024 (972) 244-4154