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Home My WebLink AboutGUA2015-0478L(. JOB ADDRESS: LOT: FEB It p 015- 0<�6,gip'` n ?O p5. DATE OF ISSUANCE: PERMIT #: BUILDING MIT APPLICATION //PLEASE PRINT I (, I y f' _ SUITE # A 00 BLOCK: BUILDING CONTRACTOR CURRENT MAILING ADDRESS: SUBDIVISION: CITY/STATE/ZIP: 2 ,,k 1 all, raa PH: PROPERTY OWNER: f ,G. b•.4.7 CURRENT MAILING ADDRESS: CITY/STATE/ZIP: PHONE NUMBER: PROJECT VALUE: $ ` FIRE SPRINKLERED? YES NO DESCRIPTION OF WORK TO BE DO ✓l U�,4 l',(I.f rt LA)(t 4C USE OF BUILDING OR STRUCTURE: //��` LJ ✓ NAME OF BUSINESS: **Total Square Footage under roof: lkx- 7 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) ❑ 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 ACCESS LITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH AP F M THE APPROPRIATE STATE AND .9kq3OR FEDERAL AGENCY(S). A /) 0a ?. 10 PRINT NAME: �d e— ° SIGNATURE 10 FAX #: EMAIL: ❑ CHECK BOX IF PREFERRED TO BE CONTACTFD;' RV F_MAII, THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ 3? Setbacks Approval to Issue Occupancy Group: L) Fire Sprinkler: YES ®-- NO - Front: -� Electrical L -- Division: Building Depth: — Left: Plumbing Zonin : b U Building Width: — Rear: Mechanical Occupancy Load: Right: .�- Plan Review Approval: Date: A ,1-7- L�- Building Permit Fee: Site Plan Approval: Date: Plan Review Fee: ,C2 I Fire Department: 6ty)a e_)4_S i r)Date: A < V7 t Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: 3.3 1 •,1 S Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 01ORMSTSPERMITAPPLICATIONS 1/02-Rev.11/04,5/06,2107,11/09,4111 n PS; �RAP VINE CITY OF GR7PEVINE MECHANICAL ELECTRICAL ,PLU M BING FUEL GAS PERMIT APPLICATION (PLEASE PRINT) PERMIT # TBLDG. PERMIT #G UR P R JOB ADDRESS: SUITE # DESCRIPTION OF WORK: Of d)jerj -723- 3LO PROPERTY OWNER5Cd, • C014TRAC TING COMPANY: ADDRESS:,ADDRESS: 12(da [ridI - '�Ae - — 2plo &_dywL Ln CITY/STATE/ZIP: Nil la�h 1922R- 39 1 100 CITY/STATE/ZIP: N1 PHONE NUMBER: PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA (SQ FT) PERMIT FEES AMOUNT DUE EACH TRADE I. R-3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION & 1,501- 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751- 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ.FOOT UNDER 2,251- 3,000 $ 96.43 ROOF 3,001- 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE 11. A, E, 1, R-1 1 - 500 $ 37.00 HOTELS, APARTMENTS, 501 -100,000 $ 17.50+.035 PER DRINKING/DINING, 100,001 - 500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001 + $15,000.00+.02 FOOT $ INSTITUTIONAL EACH TRADE Ill. B, F, H, M, S, U 1- 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501- 50,000 $ 32.00+.01 PER 1 GARAGES, FACTORIES, 50,001- 100,000 $ 182.00+ .007 SQUARE WORKSHOPS, SERVICE 100,001+ $ 582.00+.003 FOOT STATIONS, WAREHOUSE CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH -OUTS, SHELL COMPLETIONS, 0- 500 $ 37.00 ALTERATIONS OR 501- 1,500 $ 45.00 STAND ALONE PERMITS 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 50,001-100,000 $ 27.00+.009 $ 127.00+ :007 PER $100,001- 500,000 $ 327.00+ .005 DOLLAR $ 500,001+ 1,327.00+.003 VALUATION EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRI $ 37.00 $ < !� re O:\FOR V'l16!§_APPLI(jATIONS - FEESWEP APPLICATION 4-1 l.doc 7 —j IA_' 17) am llg� PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM) .......... ........... ...... ........ ........ ....$42.00/HOUR* • REINSPECTION FEES.................................................................................................................. $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED........................................................... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)......................$42.00/HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVED PLANS ... ............................ .......... ................................... ........ ...... .............. ............... $42.00/HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS** 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 CODES 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 FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND HAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNAT RE OF CON AC OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR H OWNERS PERMITS) 4 - PHONE #: t EMAIL.' *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. **ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. CITY OF GRAPEVINE, BUILDING INSPECTIONS, P. O. BOX 95104, GRAPEVINE, TX 76099 (8171410-3165 6/21/01 REVISED: 10/01, 5/06, 2/07,7/07,8/09,11109, 4/11. O:\FORMS\DS APPLICATIONS - FEES\MEP APPLICATION 4-11.doc • 1111 t •� DATE / k ADDRESS: 2 Som PERMIT # 157- I2 -j Pe FICA►TION S7- L/ UIL SWIMMING POOL IRRIGATION WATER HEATER PLUMBING I hereby certify that I have inspected the water supply system at the above referenced address. To the best of my knowledge, the materials and methods used in the installation of this system comply with all laws of the State of Texas relating to plumbing that are required to be enforced by municipalities, and the plumbing code adopted by the City of Grapevine. Plumbing regulations are contained in the City of Grapevine Code of Ordinances Article V (Ordinance number 2007-36) and Article VIII (Ordinance number 2007-36), and any and all subsequent related ordinances. In addition, to the best of my knowledge, no cross connection exists at this address at the time of inspection. i i. SIGNATURE OF INSPECTOR LICENSE NUMBER O:\forms\waterservinsp, 05/01 Revised: 7/23/14 Tf-TL:E i, DEPARTMENT OF THE ARMY FORT WORTH DISTRICT, CORPS OF ENGINEERS ELM FORK PROJECT OFFICE 1801 N. MILL STREET * J y.. REPLY TO LEWISVILLE, TEXAS 75057-1821 _ ATTENTION OF March 25, 2015 Grapevine Lake Project Office Mr. Jeff Rose Marinas International 11226 Indian Trail, Suite 200 Dallas, TX 75229 Dear Mr. Jeff Rose: Your request to add one wet slip to Silver Lake Marina has been reviewed. You are approved to move forward with the addition of the one wet slip at Silver Lake Marina under the following conditions: a. Marinas International will provide a current slip count to Natural Resource Specialist Kenneth Myers ( for Silver Lake Marina, Scott's Landing Marina, and Twin Coves Marina. Please send this information no later than April 3, 2015. b. Wet slip must be built in accordance with previously approved plans. If you have any questions please contact Natural Resource Specialist Kenneth Myers at the Grapevine Lake Project Office at 817-865-2619. Sincerely, Digitally 19n dby DOHERTY.SEAN.H DOHERTY.SEAN.HUGR1159212897 DN: c=U5, o=U.S. Government,—D.D, UGH.1159212897 _DOHERTYSEANAUGH.1159212897 Date: 2015.03.25 1232:53 -07'00' Sean Doherty Acting Lake Manager Grapevine Lake OFFICE COPY t Mr. Jeff Rose Marinas International 11226 Indian Trail, Suite 200 Dallas, TX 75229 QvW r,,,cjJ I Dear Mr. Jeff Rose: W ovie 51'P - This letter is in reference to your request for the repairs of damaged boat slips and the addition of one boat slip located at Silver Lake Marina, Grapevine Lake. You are approved to move forward with the repairs of the boat slips that were damaged and/or destroyed during a storm in 2014. In regards to the addition of the one slip, Marinas International will not be able to add the slip at this time. We are currently -waifing on reviews and approvals within our agency, and we will advise once that process is complete. If you have any questions please contact Natural Resource Specialist Kenneth Myers at the Grapevine Lake Project Office at 817-865-2619. Sincerely, DOHERTY.SE Digitally signed by DOHERTYSEANAUGH.1 159212897 AN.HUGH.1 1 DR. 1U1 -U.1. Government_D.DnU=PK1, -USA, 'n=D0HERTY.5EAN.HUGH.1 159212 117 59212897 Date: 2015.03.2013A7:28-0700' Sean Doherty Acting Lake Manager Grapevine Lake +tkDoY i4 -f VIA104%ne4S. S7_ P M A R -I' (�°cmme� R", DEPARTMENT OF THE ARMY FORT WORTH DISTRICT, CORPS OF ENGINEERS ELM FORK PROJECT OFFICE 1801 N. MILL STREET REPLY TO LEWISVILLE, TEXAS 76057-1821 ATTENTION OF March 20, 2015 Grapevine Lake Project Office Mr. Jeff Rose Marinas International 11226 Indian Trail, Suite 200 Dallas, TX 75229 QvW r,,,cjJ I Dear Mr. Jeff Rose: W ovie 51'P - This letter is in reference to your request for the repairs of damaged boat slips and the addition of one boat slip located at Silver Lake Marina, Grapevine Lake. You are approved to move forward with the repairs of the boat slips that were damaged and/or destroyed during a storm in 2014. In regards to the addition of the one slip, Marinas International will not be able to add the slip at this time. We are currently -waifing on reviews and approvals within our agency, and we will advise once that process is complete. If you have any questions please contact Natural Resource Specialist Kenneth Myers at the Grapevine Lake Project Office at 817-865-2619. Sincerely, DOHERTY.SE Digitally signed by DOHERTYSEANAUGH.1 159212897 AN.HUGH.1 1 DR. 1U1 -U.1. Government_D.DnU=PK1, -USA, 'n=D0HERTY.5EAN.HUGH.1 159212 117 59212897 Date: 2015.03.2013A7:28-0700' Sean Doherty Acting Lake Manager Grapevine Lake +tkDoY i4 -f VIA104%ne4S. S7_ P M A R -I' (�°cmme� May 11, 2015 Mr. John Swick Marinas International 11226 Indian Trail, Suite 200 Dallas, Texas 75229 Cell (972) 972-9843 "E" mail: Re: CSE Project No. 14090-01 A Structural Observation for 2 Structural Floating Marinas At The Silver Lake Marinas. Grapevine Lake Grapevine, Texas 76051 Dear Mr. Swick; Cook Structural Engineers 12850 Spurting Drive Suite 120 Dallas, Texas 75230 Ph (972) 387-1920 fax (972) 387-8210 Email: jack—cse@sbcglobal.net Texas Registration F 4859 The undersigned met with you at the above referenced marina site at 2:00 P.M. on Friday 8 May 15. The purpose of the visit was to observe the column and beam framing system for the structural erection and construction of two (2) floating multiple slip docks. The weather wind was had light to moderate southerly winds under mostly cloudy skies and 70-80 degrees Fahrenheit temperature. Both of the structural plans were prepared by Mr. Douglas E. Pluth, P.E. TX no. 83064, signed and dated on 3/2/15 by Rayco Marinas 1270 Tribble Rd., Sherman, TX 75090. The inspection report is Project No. GUA-15-0478 & 9, Grapevine, TX. We offer the following very brief report: 1. The first structure observed is a new 12 boat slip at dock 300, which is at the far end of several slips/docks anchored and linked together, and is the closer series of docks near the easterly shore' and the dock access ramps. 2. The second structure observed is 32 boat slip of which 18 exist and 14 are new at dock no. 200 which is further from the easterly shore. It. Also, is anchored and connected to several existing slips/docks. 3. The slips/docks are cross anchored by concrete blocks and cabled and tightened with a winch. 4. The docks are constructed with galvanized, trusses floating on rubberized, Styrofoam filled drum shaped supports at the specified locations. The horizontal rigidity consists of horizontal trusses integrated with the vertical trussed making a floating platform rigid. 5. Roof consists of a metal "R" panel deck supported on structural steel columns at specific cross and longitudinal locations along the dock's longitudinal and short directions axes. 6. The flooring consists of concrete squares set in metal angles and held in place horizontally. 7. We find that the construction has been constructed and erected in accordance with the structural plans prepared by Rayco Marinas of Sherman, TX. 8. Photographs were taken and stored in our files and are available if needed 9. If there are any questions, please call. Page 2 of 2 Limitations: The opinions and comments contained in this very brief observation and report are based on the observations of the current apparent performance of the docks and aUpo, and the intended performance of the superstructure areas, the local area, the qualified knowledge and experience of the investigation engineer and in accordance with general accepted structure engineering observation practice at the time of observation. We reserve the right to amend this report should future circumstances aowarrant the need. Ifthere are any questions, please call. Very truly yours, 5-11-15 COOK STRUCTURAL ENGINEERS Jack C.Cook, III, P.E.F.A.8.C. employer identification no. 75-1278524