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Home My WebLink AboutSFADD2017-0931 � MAR 2011 DATE OF ISSUANCE'U 0 3 CU IY y T E x I s PERMIT#: 0—&-1 ,51 BUILDING PERMIT APPLICATION BzA' 56'a�;' (PLEASE PRINT LEGIBLY-CpMPLETE ENTIRE FORM) JOB ADDRESS: Z' ;� j 5 ( ✓ 1 CO e SUITE # LOT:_ BLOCK: SUBDIVISION: eA_)C'0 BUILDING CONTRACTOR(company name): 6A,)`'I -r R—✓ r�✓J' CURRENT MAILING ADDRESS: F? C ✓1-e S F— i✓ t �� CITY/STATE/ZIP: C� ✓k e� e T� ZEUS PH:# PROPERTY OWNER: A4" ut.— y CURRENT MAILING ADDRESS: /V V / _<, /P I : r t CITY/STATE/ZIP: tl—,( O,e— `c- � -(y lco PHONE NUMBER: PROJECT VALUE: $ `T S FIRE SPRINKLERED? YES NO WHAT TRADES WILL BE NEEDED?(Ch/eBk ones that apply)ELECTRIC t� LUMBING j 'MECHANICAL DESCRIPTION OF WORK TO BE DONE: �y-v wL a /f ij I �1 ot�t USE OF BUILDING OR STRUCTURE: Sx(-,-I L(s/i n 5' NAME OF BUSINESS: tt�To�jil Square Footage under roof: - CfV Square Footage ofalteration/addition: 1066 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 I &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 BY THE CITY,AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FRO TH APPROPRIATE STATE AND OR FEDERAL AGENC/y,(S) PRINT NAME: , ` f �^� SIGNATURE ! //� PHONE#: 917 qf y EMAIL: THE FOLLOWING IS TO.BECOMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: %A1 Permit Valuation: $ Q-964O.00 Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES — NO— Front: — Electricall, Division: Building De the .27 I D l l Left: 1 Plumbing V Zoning: R• 7 --Building Width: 11 Rear: .4s I Mechanical L� Occupancy Load: Right: IS I Plan Review Approval: Date: 3•-�D•Lo 17 Building Permit Fee: 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: L-1 3 .2017 Total Fees: ��, 7S Lot Drainage Submitted: CAT3 Approved:3. 2-7 117 Total Amount Due: 2�T,-7 S' KO,BOX 95109,GRAPEVINE,TX 76099(817)9109165 OFORMSOSPERMITAPPLIOATIONS 1102- Rev.11/01,5/06,1/07,11109.9I11 i - DISCHARGE FRENCH GRAIN OUT OF E%ISTING EGA BEYOND PENCE VITH J%SLOPE OVER 1'SOLID PVC DffCHARGE UNE 30''2• __—_ 35-11____ INSTALL 12' WIDE%OF BEEP'TRU ENCH➢PAM \\ V q'PERFORATED PIPE CHEMICALLY WE AT COUPLERS \ to ;A VRA ED IN FILTER FABRIC V/1 f'VASMED S E OR CRUSHED BEEN I \\ NEW 22 MIN DRAINAGE SLOPE 1 — P OSED AD ION CVD TERRACE - \ = RO%, 891 SD I FOOTPRINT - \ 1 \ I _ \ 1 LEAVE E%f3TING GRADE TYP \ E%ISTMG STRUCTURE \ APGROF,1313 SO FT FOOTPRINT \ I \ \ EXISTING LOT \ N ( • APFROX B75 SO R \ b 1 I I •" I <i EXIS ING f ASVORN \ APPRq%:4 2 SO Fi POD RIN N \ 1 \ _ l 1. EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS. 2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. 3. MAINTAIN CURRENT DRAINAGE PATTERN. 4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. C 3 - a7 -) ` 7 1 -7- 693 r opt s. Q I Vt.AVleE X AhA) ?ice is "F• DOOLEY Moat? _ 948. 70' S Blk: 5' rpat ..~ ..— �70 Ts 25 "'7rd fsmt F to q 5' TpaR. £amt �► a w ro r!r ' It o B, k. ? ..A .. ,-D' 9idQ one O ndr p• of N —, .../ • _ �p N N ^ 4A •Y F (vim // 70 (X u / :REEK DR/VE uy //0w c / 3�• r (� �C 70 Si \ w / • !tlf. 47'65 65 �u ? /i3) N / Bldg Lone i !3 g4 CP ` r p a £s ot Y nis 1! � •, d i t„ � /3°, r vim oq O q L O °1w 4 /O a a `Q, q ;r IPA (4 ?oib a< oq /ice ��'•.� /! y ti �° Day/`► p`O',I y r 41 a ' O • ti �V. Lewiston Engineering PO Box 1226 —� Euless,TN 16039 www.11engineers.com 111.301.7144 LEWISTON ENGINEERING March 10,2017 TX Firm Registration No.:18480 Client: Phil Ware Job No.: 91017 Address: 1041 S Riverside Drive Woods Addition Grapevine, TX 76051 Lot: 1 Block: H Ref.: Foundation Design Letter- Addition Dear Phil, The purpose of this letter is to provide confirmation that the subject foundation meets the minimum design requirements of the International Residential Code, 2012 edition, the American Concrete Institute, and the American Society of Civil Engineers. Dead and live loads have been calculated and applied to the conventionally reinforced concrete slab-on-ground foundation assuming typical soil parameters of area soils as stated. Structural drawings are included with this letter as sheets S1, S2, S3, and S4. See the limitations of liability on the following page. Sincerely, Joseph Lewis on, PE Lewiston Engineering OF TEk�sttl 1 JOSEPH A. LEWISTON j f.................................� IA; . Of t 124673 ;��af ttoS�CENSE,NG��=� 3/10/2017 Phone:811307.7144 OFFICE COPY Web: www.11engineers.com Lewiston Engineering PO Box 1226 Euless,TM 76039 www.Ltengineers.com 8113017144 LEWISTON ENGINEERING March 10, 2017 TX Firm Registration No.:18480 Limitations of Liability: Soil and foundation movement are well-documented phenomenon in the greater Dallas-Ft Worth area and result in millions of dollars in repair costs each year. Future movement of foundation remains likely to varying degrees as a result of natural variations in seasonal moisture content of underlying supporting soils. The foundation is prone to deflect due to these moisture variations wherein total prevention of soil and foundation movement is unlikely. Repair recommendations, if any, are consistent with industry practices in the repair and maintenance of existing slab on ground or deep foundation systems. The foundation should be re-inspected as often as soil movement exacerbates observable damage or foundation slope differentials worsen. The foundation contractor is responsible for design of underpinning system and shall locate piles/piers as close as possible to locations shown on the attached repair drawings. Drainage repairs,when recommended, could require many seasons for the true benefit to be realized. Due to plumbing buried sub-grade and that the foundation is meant to lift off soil onto pilings, plumbing damage can occur on occasion. No warranty, expressed or implied, is made regarding the future performance of subject foundation. Not all defects or cosmetic damage occurrences are documented in this report. Underpinning will not improve the performance of non-underpinned areas of foundation. A geotechnical boring log could be obtained by owner to best navigate decisions related to foundation repair or drainage repair options. You can contact this office for any questions or concerns over the life of this report. A consistent foundation watering program may be necessary during dry or accumulated drought conditions. This program will vary and is unique to each and every ground supported foundation. Periodically the soils around the perimeter of the residence should be checked for consistent moisture content. Areas of soil shrinkage, evidenced by excessively dry soil pulling away from the foundation, or soil swell, evidenced by signs of mold or standing moisture, may require an adjustment of irrigation amounts. Low areas that allow water to accumulate should be filled with sand or low plasticity soil and compacted to mitigate erosion. Gutters,downspouts, and drainage pipes should be regularly maintained to prevent clogs and provide unobstructed discharging. The ideal positive drainage slope in the first 10 feet from perimeter is 5% or 6 inches to force drainage away from foundation. I I Phone:817.307.7144 Web: www.11engineers.com Manda Pancholy From: Manda Pancholy Sent: Monday, March 20, 2017 9:11 AM To: ' Subject: 17-0931 1041 S Riverside Dr(Addition) Phil Ware, In reference to above permit please required information in response to following comments in two hard copies. Comments: New addition shall be setback minimum 25'from rear property line. Plan shows 22' 2" rear setback. Provide revised drawings to meet the setbacks of zoning ordinance. Label use of space on existing floor plan. Clarify the window to be removed from existing house is not a egress window in the bed room. Ceiling joists span shall comply with Table R 802.4(1)/(2) of IRC 2006.Architectural plan is not consistent with Engineered plan. Provide lot drainage plan in one copy. Check permit application for energy compliance. Manda Pancholy Plans Examiner City of Grapevine 817-410-3160 t