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HomeMy WebLinkAboutSFRA2013-1597051'01!'2013 11:55 8174781196 ATLA:6 PAGE 021/05 x MAY 0 2 2013 MAY 9 206 ITT DATE OF ISSUANCE: PERMIT BUILDMG PERMT APPLICATION p'LEASF PRPfr .TOS ADDRESS: 333 $ Ynn 7-anA - , YAPf Yf M _ 1U0jj, _SU1Tr # LOT: BLOCK- SUBDIVISION: RUELDING CONTRACTOR (compan�r name): CURRENT MAILING ADDRESS: 31%u "r-r i CITY/STATE/ZIP: S��fr�LSthn "LX y „�5���,.._.. ,,.. Ply:# 1 1 ii Fnx# %'1t3 Li$1a PROPERTY +ovER: 1..tmt:r p l✓,1�� . -- CURRENT.' AIAII.ING ADDRESS:$ Vah CITY /STATE /ZIP: L11APeVIM TN JIAD44, PHONE NUMBER' Oil 361A lifin?, PROJECT VALUE: FIRE SPRJNIU-ERED? YES -NO _ NO ✓ DESCRIP'T'ION OF WORK TO BE DONE. �vur► t*#sitlr+ a ,`. � Cr�� . USE OFBVILDINGORSTRUCTUREe s),hay, NAk1fE OF BUSINESS: 'Tutral Square ,footage under roof. _- Square Footage of $Itft'Ation/addition: _ • I hereby certify that plans .hAve Vdo, ved and he buflding will be inspected by a certified energy code inspector in accordance with State Law. Plate review and ins ument Lion shall be made av able to the Building Department (required for new bulldings, alterations and additions) • I hereby certify that plans ha a ttiitic o the 'texas Departm t o Licensing and Regulation for ,A,ecessibility Review. Cuntrak Number: ok required for I & Z fatctily dwellings) • I hereby certify that act asb tos s een eondyeted for this truetu a in A dance with the regulatory requirements of the Texas DepintmeA�t o((RE�IUIRED FUR Il MOLTDITI01�TS AND OR TERA. ON TO CO.YL4iERCL4L 4NTt Pul3I.iC IiUTLE►INGS) ❑ Registration Number Texas a] Construction Coto ssioD (REgL FOR S1DYNITAL CON RUC -n .. ,A,DDTI-IONS AND REMODElS QVIER sje,000.00) I hereby certify that the foregoing is cohe best of my kno edge and all w k will be performed according to tine documents approved by the JBuilding Department and in complh the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of nqy code or ordinance of the Oty Of Grapevine_ I F'UJRTHERNMORE UNDERSTAND THAT PLANS AND SPECMCATIONS ARE NOT REVIEWED FOR HANDICAPPER ACCESSMUJTY $Y THE CI'Y'Y, AND THAT THE DESIGN PRQMSSIONAL /OWNF',R 1S RESPONSIBLE FOR 0D'T- ANAVG. SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME-. t—Ay it �t_)Ytl� � SI:GNATU v� PRONE #. $lri q-1 $ FAX #- 811 !A35 iigla TUE F0LL.QWLNG JS jo BE COMPLETED BY THE BUILDING INSPEC O N DEPARTMENT Construction Type; V R Permit Valuation: $ 6 i . V0 Setbaclts A roval to Xssuc Occupancy Grow Front: — Electrical Division: Building Width: — Left_ Pluirabizl -- 2olaixag: — t 2• * Builddiea Depth: — Ri t: -- Mechanical • hear: Platt Review .A zoval_ Date: s' . • 1 Water Availabilitv Rate: Site Plan Approval: Date: Sewer Availabili ty Rate: Fire D artx:c mt: Date: Building Permit Fee: Public WojU De arttnent: Date: Plata. Review Fee: Health De artm cnt: Date: Lot Drama e Fee. Approved for Pennit: Date: Total flees: Lot Drainage Submitted_ Approved, 5-1-13 Total Amount Due: / a ? P,£], BQX 994U4, CiIiAF'�Vll , lX 7099 (5Z7) 410-3165 I I nd5a4 z a4>��r {Qo jlN 0�F0RMS\DSPEPW1,A2PLICATj0NS\ 1 /7/02 - -Rcve I1 -D4,5 -06,2 7,9-07 co r-n ?9 Y7 /9a 7 Lo BBB T wxv .ailasfoundationinc.roni MI -MUR MAY 0 3 2013 13 -i5 -t7 DATE: 9/10/2012 3916 Heritage Drive, Burleson, TX 76028 (o) 817 478 -1181 (f) 817 478 -1196 OWNER: Lamar & Patti Clark SUBMITTED TO: ADDRESS: 3338 Van Zandt Ct 76092 PHONE: (0)817- 307 -4283 Patti ©817- 366 -6608 ATLAS AGREES THAT ALL WORK WILL BE COMPLETED TO SPECIFICATIONS LISTED BELOW AND TO SUPPLY ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THIS PROJECT. OWNER AGREES TO SUPPLY ATLAS WITH WATER AND ELECTRICITY. 13 Concrete Pilings, Exterior 0 Concrete Pilings, Interior 13 Total Steel Pilings, Exterior Steel Pilings, Interior Total 5 Pilings through concrete. Remove & re -pour 24" x 30" sections. Color will not match. ❑Yes ENo Mudjacking. Remove and not replace floor covering in areas where mudjacking is required. ®Yes ❑No Perform a plumbing test after lift. (To perform plumbing test the clean outs must already be present. If they are not present, customer must install clean out.) ®Yes ❑No Repair mortar cracks and caulk doors & windows where work is performed. ®Yes ❑No Remove & Replant shrubs where needed to install pilings. Not guaranteed to live. ®Yes ❑No Provide city permit. ®Yes ❑No Flag lines. ❑ Gas E Phone E Electrical LIFETIME FREE ADJUSTMENT WARRANTY applies to piers and pilings only and is attached hereto: 0 Piling through concrete -- - - - - - - - - - , +0.3 REF (0.0) ®Yes ❑No Independent engineer report and final inspection included, required for city permit. These repairs may not correct or prevent ceiling cracks. CONTRACTOR SHALL CALL FOR INSPECTIONS. �+�- a �d • z ry WNTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION, BALANCE DUE UPON COMPLETION OF PROJECT. MasterCard, Visa and American Express Accepted TOTAL PRICE if using concrete pilings: $6135.00. FINANCING AVAILABLE TOTAL PRICE if using steel pilings: $ Contract must be signed by an authorized owner, agent or representative. By signing below, you acknowledge and agree to the General Conditions on the reverse of this document or attached hereto. SIGNED: ATLAS FOUNDATION CO., INC DATE: Lonnie Ford E COPY 13- 154'" 9,63ee \IA'^ Zara+ c4 jRept4iy PAL Engineering Services, Inca CONSULTING ENGINEERS. STRUCTURAL. MECHANICAL 315 Farrar Ro�dOMO l�'G F. tRAMIN Tel: (972) il� Agt ' PVR CONSTRUCTION Foundation Inspection SHED' OF: April 19, 2013 Atlas Foundation Co. RELEASE DOES NOT AUTHORIZE ANY WORK iN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE Lonnie Ford THIS PLAN TO BE KEPT ON Plt. 517-475 -1181 THE JOB AT ALL TIMES DATE: $ "I " 2-0 ) S BY: A,-, Referenced Residence: BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN Re: Structural foundation inspection CHANGEMUST BE e� TX 76092. Per }our request. I or mt representatives have made a visual inspection of the refcrenced properh. The purpose of this inspection was to verify the structural integrity ofthe structure foundation of the referenced structure. The following are my on -site observations: ON -SITE OBSERVATIONS: The subject structure is a one- stom brick, single famil} residence with a slab on grade foundation. The foundation alone the perimeter of the residence had experienced a small amount of differential settlement and lateral movement• evidenced b-, 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. All work to meet or exceed the 2009 IRC building codes. Current elevations are provided b,, the contractor. After all repairs are completed. please recommend the o« ner have the plumbing and drains checked by a licensed bonded plumber and have the results forwarded to the engineer. If the home owner would like the floors to be closer to level. Ardex or a t\-,-o part high strength self leveling epoxy compound can be used. I recommend the homeowner follow the enclosed foundation maintenance plan. Disclaimer: This inspection consisted of visual observations only. The inspection excluded electrical. architectural, framing, mechanical. termites. wood destroying insects and detached structures. No performance warranty of any kind is expressed or implied. Due to the soil type in the area, the foundation may experience movementtsettlement in the future. The structure is in the condition consistent with a residential building of its age and one that has been the subject to a small amount of foundation damage. Limit of liability shall be the fee paid for this report. Sincereiv. c, Lee Charles Page. P.E. PAL Engineering Services. Inc. C_r J �` c- e0Daa9 aeaa OPm acx�5.D.5DS.. -' f - S Y a d h 3 3 4' mot• �' pJ 4Ito Y ' tC � � a H a a t r � r h Q r o� > T! •� a s. c Y J � + LL z w ° o oQ o, > Ci OO J O v v � t t e, > Z - il. n rZw` zO Y c cl + ' U >-P: + ' -c O� ®¢ v LL + "G ?�Zpp z�p2� W( f� X �t z g O cD o cc CO Z x zzOW -j w O �r C/,�cl) ,J C)m =� v �p- V w. <_ CIO �"' O =� 1 re = co w T rJ ¢ 7- Y J � LL z w ° o oQ o, > Ci OO J O v :: Ll.. � e, > Z - il. n rZw` zO Y Q4OW O- O� cl Lu oNOM >-P: C3 C/) C O� ®¢ O' aaaD LL Q� "G ?�Zpp z�p2� W( f� X �t z g O cD o cc CO Z x zzOW -j Y J � r r LL z w ° o oQ o, > w Z OO Z�Z 000cn U5a pD0CL :: Ll.. > Z - il. n rZw` zO Y Q4OW O- O� cl Lu oNOM >-P: C3 C/) C O� ®¢ O' aaaD LL Q� "G ?�Zpp z�p2� W( f� C �t z g O cD o cc CO Z � q� = zzOW -j w O C/,�cl) ,J C)m =� �OZZ 'LLJ �p- V w. <_ re = co w T rJ ¢ • 0 —�— r r ° o a •e :: C n CL Lv cal Cj r r w o. C14 C L +d = alb � M r \ C d Ln C n CL Lv cal Cj "G y ,C C N Fw G ra re • —�— �y • j L C r � v_2 i GO V r .+ cS CZ J � v • G) o c E Lr, o Vr C r✓ J � r �,J cn _ .r Cd +./; w o. C14 C L +d = alb � M r \ C d Ln • —�— �y • j L ? i r+.Q v J Lr, PAL Engineering Services, Inc. J �5— 15q 7 2 1 2W CONSULTING ENGINEERS, STRUCTURAL, MECHANICAL MAY 315 Farrar Road, Waxahachie, Texas, 75165 Tel: (972) 268 -4140 Fax: (972) 935 -0184 Foundation Inspection May 17, 2013 Atlas Foundation Co. Lonnie Ford Ph. #817 -478 -1181 Final Inspection: Re: Structural foundation inspection of house at 3338 Van Zandt Ct, Grapevine, TX 76092. Per your request, I or my representative have returned to the referenced property to conduct a final inspection of the work preformed by Atlas Foundation Co. The following are my on -site observations: All specified pressed piers were installed under the slab on grade, one - story, brick, single - family home. At the time of the inspection, the work pertaining to the leveling and repairing of the foundation, and the back filling of the soil along the perimeter of the house was complete. In my opinion, the work performed by Atlas Foundation Co. was satisfactory. All work meets or exceeds the 2009 IRC building code. Please recommend that the homeowner have the plumbing and the drained checked by a licensed /bonded plumber. 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. I recommend the homeowner follow the enclosed foundation maintenance plan. 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, or wood destroying insects, No performance warranty of any kind is expressed or implied. Do to the soil type in the area, the foundation may experience some movement /settlement in the future. Limit of liability shall be the fee paid for this report. Sincerely, Lee Charles Page, P.E. PAL Engineering Services, Inc. ®F S �.LFE CHARLES PACE, JR a �lro' 61555 i PAL Engineering Services, Inc. CONSULTING ENGINEERS. STRUCTURAL, MECHANICAL 315 Farrar Road. Waxahachie, Texas, 7516+ Tel: (972) 268 -4140 Fax: (912) 935 -0184 Foundation INtaintenance Prop-ram Highly plastic clay soils, as are typically found in the DFW area, exhibit a great amount of expansion and contraction caused by seasonal moisture changes and varying weather conditions. Clav 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 in the DFW metroplex. 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 inches below the top of the perimeter grade beams. and. slope about 1 -2 inches per foot for a minimum of 18 inches away from the perimeter. It is recommended to place fill dirt at perimeter grade bearm&. 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 y our house by looking at the "soil line," which is where the soil meets the concrete beam well. If the soil line has pulled away from the foundation more than 1:;V7 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 crater 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 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. grater the foundation in a uniform and systematic manner with an automatic sprinkler system or soaker hoses placed 12-18 inches from the perimeter beam wall. The key is to keep the soil moist but not muddy. 'Katering every other day for about 20 minutes is usua]y 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. This then lowers the moisture content of the active supporting soil at various places which can cause differential settlement of the foundation. 'Frees, in particular, should be planted no closer than their expected gro,,vth height. (i.e. if a tree is anticipated to r ow to 3Cs feet tall, it should be planted at least 30 feet affray from the house.) .Also. certain fast-growing bushes (like red - tipped photenias) should be avoided completely if possible because they consume large amounts of water, hence fast - growing. Most major foundation movements can be prevented if the active supporting soil is well maintained. The extent of distress will be lessened and the service life of the residence will be considerably increased.