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HomeMy WebLinkAboutCOMA2017-2957 �^ DATE OF ISSUANCE:U u 10 2017 �tr�3�PEV� E. AUG 0 4 2017 /yp� c�� ro PERMIT BUILDING PERMIT APPLICATION (PLEASE PRINT LEGIBLY-COMPLETE ENTIRE FORM) JOB ADDRESS: �� �c i+� ����/ „n� 1;4--c SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR(company name): PJ J C f �Gh C� �lJLty��G t i(�� (2seect i y✓ CURRENT MAILING((ADDRESS: I' Gj � 1 LI r��II�Q Y"SCt CITY/STATE/ZIP: A �)JI��. i (pal q PH: # 'Bi —663 - :D Fax# sn- cae-j —:D �S PROPERTY OWNER: �\j,c� To- i�� awl CURRENT MAILING ADDRESS: `Jn CITY/STATE/ZIP: �SYZQ 1� V�E. X 12 l7 PHONE NUMBER: PROJECT VALUE: S 1 `I 1 �� FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED? Check ones that apply)ELECTRIC PLUMBING_ MECHANICAL_ DESCRIPTION OF WORK TO BE DONE: 'nC�4"D/N USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: Total Square Footage under roof- Square Footage of alteration/addition: 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) ❑ 1 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 BY THE CITY,AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). (� PRINT NA M r�E: 0'(Ot Pow-v SIGNATURE PHONE#: r 11 5 l,3b4 L l EMAIL:— ❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: V Permit Valuation: $ 17000 •ov Setbacks Approval to Issue Occupancy Group: M Fire Sprinkler: YES - NO - Front: - Electrical - Division: Building Depth: - Left: Plumbing Zoning: [ a D Building Width: Rear: Mechanical Occupancy Load: Ri t: Plan Review Approval: Date: 8. 10 • 1'1 Building Permit Fee: S 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: Approved for Permit: Date: • le).1 Total Fees: & --7 Lot Drainage Submitted: Approved: Total Amount Due: 1 > c-� P.O.RO%05100.GRAPEVINE T%76G88(Of])<16J165 0'.FORM5105PERMITAPPEICATON511W-Ra.11M,510a007.11M%4111��j CONTRACTOR SHALL CALL FOR INSPECTIONS: (si T> X13-s®10 DELTAPLY 13740 Midway Rd Ste 702 Dallas,TX 75244 CONTRACTOR REGISTRATION 214-422-7328 WILL BE REVOKED UPON PERMIT EXPIRATION. FOUNDATION REPAIR PRE- CONSTRUCTION REVIEW Report Date: August 03, 2017 Client: Power Jack Foundation Repairs Project Number: G17H161 817.563.5564 Property: 317 Jenkins Street, Status : Initial Engineering Report Grapevine,TX 76051 Repair Summary: Contact: David Jameson • Install twenty(20) steel push piers to stabilize 469-233-5183 foundation cc The following report constitutes the engineering opinion requested on the provided foundation repair plan of the subject property. This report is provided for the exclusive use of the Client listed on the cover page. DeltaPly has no contractual relationship with any party other than the Client as stated in this report. The purpose of this report was to evaluate the limited foundation repair plan prepared by the Client, and to render an opinion if the provided remediation plan is a reasonable plan of repair based on the relative elevation map provided by the Client. Review of Provided Documents On August 02, 2017, our office received a request from the Client to review the limited repair plan. The repair plan consisted of the following documents: • Steel Push Pier diagram • A drawing of the building plan with relative elevation measurements and proposed pier locations The Client proposed the following at the approximate locations of the structure indicated on the repair plan: • Install 20 new steel push piers Engineer's Opinion and Conclusion The concrete slab-on-grade foundation has apparently settled towards the areas where pier installation is planned, and that distress indicators are present suggesting a need for repairs. The building is located on a clay soil type with high shrink-swell properties. The soil may shrink when dried and swell when wetted. Having reviewed the elevation drawing and pier placement diagram provided by the Client, we believe that the proposed limited repair plan to be a reasonable solution. OFFICE COPY AUG 04 2017 D E LTA P LY 13740 Midway Rd Ste 702 Dallas,TX 75244 214-422-7325 It is possible that the unpiered portion of the foundation may experience settlement in the future. Installing piers will not stop minor cracks from forming in the walls and ceilings of the building. The complete leveling of the affected areas should not be expected. Lirelitations The opinions and comments contained in this report are based on our reasonable professional opinion of the foundation on the date of the inspection by the Client. The review was limited to a desktop review of the provided limited repair plan only; and our office did not perform a visual inspection or obtain actual measurements. Our office can perform a visual inspection and obtain measurements if requested for an additional fee. It is understood that the Client did not include any soil sample collection, plumbing leak tests, invasive procedures, or removing of any floor or wall coverings. Compliance with any specifications, legal or code requirements, except as expressly noted, are specifically excluded from this report. The conclusions reached in this report are based upon the conditions at the time the Client performed the inspection. No guarantee or warranty as to future life, performance, or need for repair is intended or implied. DeltaPly nor James Otto, P.E. are responsible for liability to the owner or others for acts or omissions performed by the Client. Limits of liability for any claims with respect to this report is limited to the fee paid for services and anyone relying on the content of this report agrees to indemnify DeltaPly for all costs exceeding the fee. Please do not hesitate to contact our office if there are any questions or concerns. Prepared by: 4At£�F..T,fy9111 n r �n.•n.�" •a rrz i �� 975oB DELTA PLY Texas Registered James M. Otto, P.E. Engineering Firm F-16117 STRUCTURAL ENGINEER ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE ATALL TIMES D E LTA P LY 13740 Midway Rd Ste 702 Dallas,TX 75244 214.422.7328 Foundation Maintenance 1. Keep soil sloped away from foundation to prevent ponding of water, which can result in the soil heaving or consolidating depending on soil type. Soil should be sloped at minimum of 5%, or at least 6 inches of vertical drop within the first 10 feet from the foundation. 2. Maintain a watering program during the dry months of the year to prevent the soil around the building from drying, cracking or pulling away from the foundation. If soaker hoses are used, place the hoses one to two feet away from the slab foundation and run for 30 to 60 minutes three times a week as needed to allow the water to soak into the soil several inches. Water enough to keep soil from pulling away from the foundation or to prevent cracking. Do not over water the foundation as this can cause the soil to heave, which can lift the building, or the soil can lose its load bearing capacity, which can allow the building to sink. 3. A roof drainage system such as gutters and downspouts should be installed to prevent erosion of soil and ponding of water near the foundation. Water discharge from the downspouts should be directed to flow a minimum of 5 feet away from the foundation. 4. Trees can transpire (remove) hundreds of gallons from the soil in a given day, and cause the foundation to settle. Remove trees that are close to the foundation if the trees are not native trees (closer than height of tree to foundation). Root barriers may also be an alternative to tree removal. An arborist should be consulted when considering such, since root barriers can place significant stress on the tree. 5. Plant new trees at least 1.5 times its full potential height, or at least 25 feet away from the foundation. Maples, ash trees, cottonwood, sweetgum, etc., with invasive, lateral tree roots; and fast growing trees should not be planted. 6. Maintain the plumbing system and check for leaks periodically. Crawl spaces, if present, should be inspected annually to check to make sure it is dry. Job Details /'PROVIDE REGs15fEQ rMY44INEER 5EALED ARD 51(loc- 7 LE1r� FOTZ oN SI-IC 1W5PE`_V1ala ) APPROVAL of 9IE2 1r151F)L.LA-11br1S AWD 1=DQ FINAL- II`150Ec"11or1 of F000DA`S1" RC-PAIR Vk_AR, c Istorage CITY OF GRAPEVINE R ZLEASED FOR CONSTRUCTION I SHEET: OF: LEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT - +'S WITH THE BUILDING CODE OR ZONING ORDINANCE _ .5u marked t) bealnl [scat +2 0 THIS PLAN TO BE KEPT ON L THE JOB AT ALL TIMES DA $ ' 1b ' 1'1 BY:. k�,2 ' BUILDING INSPECTION DMSION - �.+2,d r ILEL.EASE DOES NOT APPLY TO CONSTRUCTION 40 EASEMENTS OR PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST 13E APPR v Y elactrlc�k [1�5"l -1_�"� Ce nt` fcobble stonel ( ref Mars 7-8 inside bea€n� fran# Legend �= Pier locations _=PEE OF iEa DELTAPLY J4` " �"�« F-16117 214-422-7328 'x$0,9.F„°a::w�: 8/03/2017 LT PIER PLAN 1. Drawing not to scale PIER PLAN DRAWING 317 Jenkins Street 2. Pier locations are approximate DRAWING NO. G161A Grapevine,TX 76051 3. Elevations obtained by others NOTES: CAP PLATE 1. MINIMUM MATERIAL REQUIREMENTS: (FS288C) BRACKET W ELDM ENT-ASTM A36 , EXTERNAL SLEEVE -Fy=50 ksi,Fu=62 ksi BRACKET HARDWARE CAP PLATE-ASTM A572 GRADE 50 SEE NOTES .' EXISTING , BRACKET HARDWARE : 'STRUCTURE ,E (2)-573/a"x 16"LONG GRADE B7-Fu=125 ksi BRACKET�� � ALL-THREAD ROD WITH NUTS ws w 1 (HWTR-5210-Z-075-16&HWH8N-Z-075) (FS2886) a , OPTIONAL BRACKET HARDWARE- ! �,• (2)-£41/4"x 16"LONG AISI 1045-Fu= 120 ksi % M Ry EXAO TION CONTOUR(COIL)THREAD ROD WITH NUTS _<; (HWCRS250-Z-075-16&HWCN-Z-075) 2, ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 LATEST ISSUE WITH E70-XX MIN ELECTRODE. % '% '• ' 3. BRACKETS, CAPS,AND SLEEVES ARE AVAILABLE AS- EITHER PLAIN STEEL OR HOT-DIP GALVANIZED IN = L ACCORDANCE N,ITH ASTM A123.A"-G"IS ADDED TO THE ENO OF THE PART NUMBER TO DESIGNATE PART AS } HOT-DIP GALVANIZED. > 30 OR 48" 1, 4. BRACKET HARDWARE IS PROVIDED AS ELECTROZINC EXTERNAL SLEEVE PLATED IN ACCORDANCE WITH ASTIvi 6633. (FS286ES30 OR F5288ES48) I 5. THIS DOCUMENT IS MEANT TO SERVE AS A GENERAL I , DESCRIPTION FOR THE PRODUCTS SHOWN FOR SUBMITTAL PURPOSES. t`--LORE DETAILED MANUFACTURING '! - DRAWINGS ARE AVAILABLE UPON REQUEST. , PP288 PIER SHAFT FRICTION ° y PP288 REDUCTION — I STARTER TUBE t COLLAR —800-- I 0 LOAD } STRATUMS \ i � 10.00 I - �Pt of rpy iat - -{'✓�- .. r 8/03/17 DeltaPly BRACKET DETAIL o pysgo:Hr% I Texas Registered Engineering Firm ttySS�Olinl iH_= — F-16117 317 Jenkins Street, Grapevine, TX 76051 Document k: Date: 4/24/15 F o U N G A T t o N All dimensions are in Title R-288-B SUPPORTWORKS` Inches andanly. Title: reference an' y. Assembly -02-7/8" Push Pier Bracket 2' 12330 Cary Circle,Omaha, NE 681'28 Scale 1:10 Revision: 0 Sheet: 1 of 1 Phone: 800-281-8545 Do NOT SCALE DRAWING .FOUNDATION SUPPORTWCRKS Y.INC. DELTAPLY °so 317 Jenkins Street, Grapevine, TX 76051 13740 Midway Rd Ste 702 Dallas,TX 75244 214-422-7328 I Page 1 COMMERCIAL PROPERTY FINAL REPAIR INSPECTION 317 Jenkins Street, Grapevine,TX 76051 Inspection Date: October 03, 2017 Status : Post Work(Final) Report Report Date: October 05, 2017 Project Number: G171-1161F Building Summary: • One story commercial facility Client: Power Jack Foundation Repairs • Concrete slab-on-grade foundation 817.563.5564 Repair Summary: Contact: David Jameson • Twenty (20) total piers installed 469-233-5183 ©ELTRPLY 317 Jenkins Street, Grapevine,TX 76051 13740 Midway Rd Ste 702 Dallas,TX 75244 214-422-7325 Page 2 Preface The purpose of this report was to evaluate the foundation repairs implemented by the Client, and provide conclusions and any recommendations. This report is provided for the exclusive use of the Client listed on the cover page. DeltaPly has no contractual relationship with any party other than the Client as stated in this report. Pier Installation Verification On the above stated date, our office inspected the store with regards to foundation performance. For the purposes of this report, elevations are referred to as front, right, left, and rear when standing in the street facing the building. Observations • Disturbed soil in the areas of installed piers was observed • Disturbed concrete pavers in the areas of the installed piers was observed. Engineer's Opinion on Foundation Performance Based on our observations and review of the limited repair plan provided by the Client, portions of the building appear to have settled since being constructed, due to seasonal fluctuations in moisture content of the soil. The structure was located on clay soil type with high shrink-swell properties.The soil may shrink when dried and swell when wetted. The visible foundation was in good structural condition. Some non-structural cracks were observed in the visible exterior surfaces. Repair Details The Client has installed a total of twenty (20) piers. The piers were installed to provide structural support and to prevent movement of the building. When piers are installed they have an effective radius about 5 to 7 feet from the location where they are installed. Unpiered portions of the foundation will be soil supported, and it is possible that the unpiered portion of the foundation may experience movement or settlement in the future. Installing piers will not stop minor cracks from forming in the walls and ceilings of the facility. The complete leveling of the affected areas should not be expected. Engineer's Certification Based on our observations, the Client has completed the repairs. The piers were installed in the approximate locations as indicated on Drawing No. G161F. D E LTA PLY 317 Jenkins Street, Grapevine, TX 76051 13740 Midway Rd Ste 702 Dallas,TX 75244 214-422-7325 Page 3 Recommendations 1) Perform a post lift plumbing leak test on the drain and water piping and repair any leaks under the foundation after lifting the building. Limitations The opinions and comments contained in this report are based on the observation of the apparent performance of the structure, and the qualified knowledge and experience of the engineer. The investigation was limited to visual observations of the area where piers were installed. No other area of the structure was evaluated; and structural defects that were latent or not visible during this inspection are not addressed in this report. The investigation did not include the framed superstructure, detached buildings, retaining walls, any soil sample collection, plumbing leak tests, invasive procedures, or removing of any floor or wall coverings. Compliance with any specifications, legal or code requirements, except as expressly noted, are specifically excluded from this report. The conclusions reached in this report are based upon the conditions observed at the time the inspection occurred. No guarantee or warranty as to future life, performance, or need for repair of any item inspected is intended or implied. Limits of liability for any claims with respect to this report is limited to the fee paid for services and anyone relying on the content of this report agrees to indemnify DeltaPly for all costs exceeding the fee. Prepared by: -g` '' s DELTAPLY 7�y©.5-/ZD77 Texas Registered James M. Otto, P.E. Engineering Firm F-16117 M 7� DELTAPLY 317 Jenkins Street, Grapevine,TX 76051 13740 Midway Rd Ste 702 Dallas,TX 75244 214-422-7328 Page 4 Foundation Maintenance 1. Keep soil sloped away from foundation to prevent ponding of water, which can result in the soil heaving or consolidating depending on soil type. Soil should be sloped at minimum of 5%, or at least 6 inches of vertical drop within the first 10 feet from the foundation. 2. Maintain a watering program during the dry months of the year to prevent the soil around the house from drying, cracking or pulling away from the foundation. If soaker hoses are used, place the hoses one to two feet away from the slab foundation and run for 30 to 60 minutes three times a week as needed to allow the water to soak into the soil several inches. Water enough to keep soil from pulling away from the foundation or to prevent cracking. Do not over water the foundation as this can cause the soil to heave, which can lift the house, or the soil can lose its load bearing capacity, which can allow the house to sink. 3. A roof drainage system such as gutters and downspouts should be installed to prevent erosion of soil and ponding of water near the foundation. Water discharge from the downspouts should be directed to flow a minimum of 5 feet away from the foundation. 4. Trees can transpire (remove) hundreds of gallons from the soil in a given day, and cause the foundation to settle. Remove trees that are close to the foundation if the trees are not native trees (closer than height of tree to foundation). Root barriers may also be an alternative to tree removal. An arborist should be consulted when considering such, since root barriers can place significant stress on the tree. 5. Plant new trees at least 1.5 times its full potential height, or at least 25 feet away from the foundation. Maples, ash trees, cottonwood, sweetgum, etc., with invasive, lateral tree roots; and fast growing trees should not be planted. 6. Maintain the plumbing system and check for leaks periodically. Crawl spaces, if present, should be inspected annually to check to make sure it is dry. Legend 10— Benchmark Levatior,0.0 U=Peer Inca-i. ons REAR 0.3 5.5 3.2 Ch 11-2.1 0.1 1.6 11 -0.3 0.8 1.0 1.3 4 -0.2 n 0.8 FRONT rrsM TT DELTAPLY F-16117 214-422-7328 ...... ELEVATION SURVEY DRAWING 1.Drawing not to scale. FINAL ELEVATIONS 317 Jenkins Street 2.Elevations in inches,rounded to 0.1" DRAWING NO. G161F 3.Adjusted for floor types. Grapevine,TX 76051 4.Pier locations area roximate. DATE MEASURED: 10/03/2017 Manda Pancholy From: David Klempin Sent: Thursday, August 10, 2017 11:27 AM To: Manda Pancholy Cc: David Klempin; Mary Bush Subject: RE: 17-2957 317 Jenkins St (Foundation repair) Dear Manda, This commercial building is not landmarked, therefore no Certificate of Appropriateness is required. If you have any questions, please call me at 817 454-4422 cell. Best regards, David Klempin From: Manda Pancholy Sent:Thursday, August 10, 2017 10:12 AM To: David Klempin <dklem pin @grapevinetexasusa.com> Subject: 17-2957 317 Jenkins St (Foundation repair) David, Please let me know if CA is required for above permit. Thanks Manda Pancholy Plans Examiner City of Grapevine 817-410-3160 t