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HomeMy WebLinkAboutBSWP2016-2462Al DATE OF ISSUANCE: PERMIT #: (0 'f l' y ly BUILDING PERMIT APPLICATION (PLEASE PRINT LEGIBLY - COMPLETE ENTIRE FORM) JOBADDRESS: SUITE # LOT: 2b BLOCK: SUBDIVISION:J O 5- a _ BUILDING CONTRACTOR (company name): KL- FIF-OP0`19bs MAIN CURRENT MAILING ADDRESS: �- t{�/ !�!'� 1 N t CITY/STATE/ZIP: ?17-q31-911s- PROPERTY 17_ f- 11s - PROPERTY OWNER:0 -�– e CURRENT MAILING ADDRESS: /06 CITY/STATE/ZIP: � ' , / PHONE NUMBER: j � - �. � 17 j PROJECT VALUE: $_.�00 FIRE SPRINKLERED? YES p WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELEr,C,rTTRIC A PLUMBING X MECHANICAL _ DESCRIPTION OF WORK TO BE DONE: IN C1 PO U N12 USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: Total Square Footage under roof: Square Footage of alteration/addition: D tr `' e' k" 1 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 APPROVA FROM HE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: 1 SIGNATURE PHONE #: W1 - EMAIL: CHECK BOX IF PREFERRED TO BE CO TACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: \f Permit Valuation:; $ Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES NO'— Front: 1 Electrical Division: Building Depth: Left: 1 Plumbing Zoning: e Building Width: Rear: 9 Mechanical Occupancy Load: Right: 6 1 Plan Review Approval: Date: 1 12,.2_0 1,6 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: ID - 1 Total Fees: j of Drainage Submitted: f2, Approved: -11- 2P 1b Total Amount Due: _, P.O. BOX 95104, GRAPEVINE. TX 76099 (617) 410-3165 O.FORMSOSPERMITAPPLICATIONS V 1iO4,510&. ,1 4,4/11 CITY OF GRAPEVINE ill'il CUSTOMERWATER � r Z® ( .1'� ADDRESS: l> t) T i V e2L t i_3l PERMIT# 1 — :�z-a BUILDING SWIMMING POOL IRRIGATION WATER HEATER PLUMBING AL 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. SIGNATURE OF INSPECTOkv LICENSE NUMBER Olormsiwaterservinsp, 05/01 Revised: 7123/14 TITLE Manda Pancholy From: Manda Pancholy Sent: Tuesday, July 12, 2016 10:46 AM To: 'Greg Leschber' Subject: 16-2462 100 Trunkwood (Swimming pool) Greg Leschber, in reference to above swimming pool permit, the swimming pool is setback 3' 10" form the existing house. Provide engineered report for integrity of the existing house foundation due to construction of swimming pool or maintain one to one ratio for the setback of the swimming pool from the existing structure. Minimum 6' rear setback is required, water bowls are within 6' required setback. Provide revised drawing to comply with zoning ordinance. Manda Pancholy Plans Examiner City of Grapevine 817-410-3160 n 637 West Hurst Blvd., Hurst, Texas 76053 www.blakewilsonengineering.com DATE: July 12, 2016 TO: Klapprodt Pools 181 N Main St Keller TX 76248 ATTEN: Greg Leschber RE: Project: Proposed New Swimming Pool Owner: The Murphy -Finney Residence Address: 100 Trunkwood, Grapevine, TX Engineering Memorandum Prepared By, T. Blake Wilson, P.E. Principal Consulting Engineer yri •P L.L.. Phone (817) 268-2345 Texas Firm Reg No. F-3843 SPECIFICATIONS — POOL IN CLOSE PROXIMITY TO FOUNDATION The excavation for the new pool, approximately 6.5 feet deep excavation, may be constructed no closer than 2.0 feet from the existing residential slab -on -grade foundation or the patio footings using the following procedure and limitations: Excavate to pool depth specified below grade, plus gunite shell thickness. Avoid over - excavation and remove all loose material from the excavation prior to placing reinforcing steel and gunite. Do not undermine nearby foundations, patio slabs and retaining walls with the pool excavation. Excavations within 1 to 1 slope measured from the bottom of the nearby structural foundations or slabs shall not be left unprotected for more than 2 weeks. The contractor shall be responsible for construction means, methods, techniques, sequence, and procedures. The contractor is also responsible for site safety and personal protection during the project construction. encl. Attached Pool Plan CC. file 105811.0.doc to - �e fA57' 00 V 08 Single Family Swimming Pool / Spa Standard Plan Comments. *No underground electric to be within 5' of pool, no overhead electric to be within 10' of pool. *Provide a G.F.C.I. outlet within 10' to 20' of pool. *Pool fill source may not tie into irrigation system nor any other non potable source. Pool fill source to have backflow protection device to protect water supply system. *Hose bib's within 25' of pool are required to have vacume breaker backflow protection. *P -trap installation and inspection is required prior to belly steel inspection or at same time of belly steel inspection. *Provide for drainage / erosion control final prior to pool final. A_C',-(_ 0 1/2' IRF W/-- GODWN & v 30 MARSHALL CAP CONTROLLING MONUMENT 7 7.0- 0 K C) 2 x LOT 94, BLOCK 1 SILVER LAKE f ESTATES PHASE I U= -Tb - R=350.0' L=96.61, MOM - NOTES: 1. IRF - iron Rod Found cp Aj WOOD FENCE (TYPICAL) a"' '0' YNN110 MR i a I I �- LOT 96, BLOCK I SILVER 'LAKE ESTATES PHASE I CAB. A, SLIDE 6591 m -1/2- IRF W/ llGOOVAH dz �- /MARSHALL CAP N AF — F-0 of Lot 95. Block 1. Sliver Lake I F) 11 EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. 3. MAINTAIN CURRENT DRAINAGE PATTERN. 4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. i --p .-.. - (NJ '-IV I", U4 IT— uj w 1454?'' �- r- SQ. Fi . Cd n i t 7 5 ' - / 1p 22 57 r' rcc'C 1 co D! 1 97 �,.. � � � W � N-01� 6^: ' W � �! 234 10 �° I.� Oa \ /34 �,,, o --127.97 =-- "'` SQ . FT . o fr r. v�\ 9 o b 94 rn 1 a i ,- =o m .�, LD Lo o cry '' d a 11778 -- o 0 8620 �, s SQ. FT. ' � `� SQ. FT. N 03 *91198- E� -no SQ. FT. �p\ i40 i z N 01 °08 '46" W 123.06 in < a � A Z\ AA 120.63 } w Lo 8 • i-! v 95 �' ! m 'ccs �" 1x957 - ;n r., � [ r clo Lo i 4 r, �cu -' [� 10807 cqco So. FT. tYj � — A �o '�0.1Lo til tD� Q SQ. FT. Q 12 t!7 10 ca t Cp '©\-© 11055 - ` N E . 4.63� 96.54 _ _ .�+ ICU t� SQ. FT. ♦ '"' J a +�©© 1`� 0` g �- `� — — -- - *375 3E 135.90 ' So < 840a 3 .2�.3� A �p S 02` 5Q. FT. Z\� \(n3 6 zo / Z\� 41 � T 31 91 • 7.64 © A 00 Wq t Lo 40 oa \ , 9 a 8400 ©© 8480�' �Q 2 ,, ,'`' ��� ..9653 �., cilSo. FT I. nl o qty FT Q � I M P R O V E M E N T S U R V E Y Q1W OF GRAPEVINE This isogcertif that i have, this dale, ma -'e an on the ground survey of the property located on 100 Trunkwood in the 1 ° eTION Lot 95, B Silver Lake Estates ass I, an Addition to the City of Grapevine, Tarrant County, Texas, according d°i fide, of the Plat Records of Tarrant County, Texas. RELEASE DOES NOT AUT-fORITE NY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. 1S PLAN TO PEKEPT O TH sO T ALL TIMES F3UILDiNG E RELEASE DOES NOT, EASEMENTS OF SiON S T RUCTION IN (50' RIGHT—OF—WAY) _ 1 1 'WV//r/ 111 t5W36'39"W 53za o i NOTES: ]- f LOT 96, BLOCK 1 SILVER LAKE ESTATES PHASE 1 CAB. A, SLIDE 5591 1. IRF — iron Rod Found 2. Basis of Bearing ^ Based on the East line (South Ot dog. 08 min. 46 sec. East) of Lot 95, Block 1, Silver Lake Estates Phase I, an Addition to the City of Gropevine, Tarrant County, Texas, according to the plat thereof recorded In Cabinet A, Slide, of the Plat Records of Tarrant County, Texas. 3. All easements shown hereon were dedicated per subject plot recorded in cabinet A, Slide, of the Plat Records of Tarrant County, Texas. 4. This property has not been abstracted per the client's request, and this survey was performed without the benefit of a title commitment, all easements may not be shown. FLOOD CERTIFICATE the subjectpropert Does Not ear to As determined by the FLOOD INSURANCE RATE MAPS far Tarrant County, J Y PP Ile within a Special Flood Hazard Area (100 Year Flood), Map date 9/25/2008 Community Panel No. 48439CO105K subject lot is located in Zone If this site is not within an identified flood hazard area, this Road Statement does not imply that the property wiand/or occurt andures floodhereon he heights will may beoe from Increased flooding man- made oflood r naturae. l causes. Thisn rare Flood Statementreater dshall not create liability on the part of the Surveyor. The plat hereon is a true, correct and accurate representation of the property as determined by an on the ground ����'�^- survey, subject to any and all easements, reservations and restrictions that may be of record, the Tines and �' ���S: 6!'0 dimensions of said property being indicated by the plat, the size, location and type of buildings and improvements �l are as shown, all improvements being within the boundaries of the property set back from property Imes the O distance Indicated, and the distance from the nearest intersection as indicated is as shown on said plat. There are i no visible encroachments, conflicts, or protrusions except as shown. JOB NO.: 16-0311 �� `TIRAO Y R. MAWIN DATE: 4/6/2016 SURVEYING LLC Registered d Land Surveyor No. 6122 FIELD DATE: 3/27/2016 .peisersurveying.ca�r.� FIRM No. 100999-00 P 623 E. DALLAS ROAD Texas MS SCALE: 1 " = 30' society of GRAPEVINE, TEXAS 76051 Professional LLC FIELD: A.E. 817-481-1806 (0) surveyors DRAWN: J.B4W. 817-481-1809 (F) COMMERCIAL • RESIDENTIAL BOUNDARIES ® TOPOGRAPHY CHECKED_ T.R.M. tmankin@peisersurveying.com Member since 1977 MORTGAGE 7.0' GAS METER v` LOT 94, BLOCK 1 rn SILVER LAKE ® ESTATES PHASE 1 c� CAB. A, SLiDE 6591 CONCRETE COVEREI�E-tA� s/c A/C -'A® WOOD FENCE (TYPICAL) 1/2" IRF W/ ' GODVAN de MARSHALL OAP CONTROLLING MONUMENT The plat hereon is a true, correct and accurate representation of the property as determined by an on the ground ����'�^- survey, subject to any and all easements, reservations and restrictions that may be of record, the Tines and �' ���S: 6!'0 dimensions of said property being indicated by the plat, the size, location and type of buildings and improvements �l are as shown, all improvements being within the boundaries of the property set back from property Imes the O distance Indicated, and the distance from the nearest intersection as indicated is as shown on said plat. There are i no visible encroachments, conflicts, or protrusions except as shown. JOB NO.: 16-0311 �� `TIRAO Y R. MAWIN DATE: 4/6/2016 SURVEYING LLC Registered d Land Surveyor No. 6122 FIELD DATE: 3/27/2016 .peisersurveying.ca�r.� FIRM No. 100999-00 P 623 E. DALLAS ROAD Texas MS SCALE: 1 " = 30' society of GRAPEVINE, TEXAS 76051 Professional LLC FIELD: A.E. 817-481-1806 (0) surveyors DRAWN: J.B4W. 817-481-1809 (F) COMMERCIAL • RESIDENTIAL BOUNDARIES ® TOPOGRAPHY CHECKED_ T.R.M. tmankin@peisersurveying.com Member since 1977 MORTGAGE LEGEND GAS METER v` IRR. CONTROL VALVE ® ELECTRIC METER ® VAULT c� LIGHT POLE CONCRETE COVEREI�E-tA� s/c A/C -'A® The plat hereon is a true, correct and accurate representation of the property as determined by an on the ground ����'�^- survey, subject to any and all easements, reservations and restrictions that may be of record, the Tines and �' ���S: 6!'0 dimensions of said property being indicated by the plat, the size, location and type of buildings and improvements �l are as shown, all improvements being within the boundaries of the property set back from property Imes the O distance Indicated, and the distance from the nearest intersection as indicated is as shown on said plat. There are i no visible encroachments, conflicts, or protrusions except as shown. JOB NO.: 16-0311 �� `TIRAO Y R. MAWIN DATE: 4/6/2016 SURVEYING LLC Registered d Land Surveyor No. 6122 FIELD DATE: 3/27/2016 .peisersurveying.ca�r.� FIRM No. 100999-00 P 623 E. DALLAS ROAD Texas MS SCALE: 1 " = 30' society of GRAPEVINE, TEXAS 76051 Professional LLC FIELD: A.E. 817-481-1806 (0) surveyors DRAWN: J.B4W. 817-481-1809 (F) COMMERCIAL • RESIDENTIAL BOUNDARIES ® TOPOGRAPHY CHECKED_ T.R.M. tmankin@peisersurveying.com Member since 1977 MORTGAGE 1TY OF GRAPEVINE ,, "'PrUEAS FOR CONSTRUCTION o" IS OF: EL �sE oaE�' NOT a� Tai;x ,nE WORKIN core H T 3EJILCIN CODE OR ZONING ORDINANCE, S PLAN TO RE KEPT ON tHE JOB AT ALL 7' ;.: `, IILD'sN `:SPEGT0NI DIVISION ^p tELEASE TOES iv T' } a' I-1,101-11 }7TR!_1C1 EASEAAENTS u„ F UBL1C OF-t!A. �_CH GE MUST BE APPROVE'." OV � � 1 1 C NTRACTOSHALL CALL FOR INSPECTIONS- ANGE3 RrQUIPP' 410-3010 PPROV#:##'kms#�h k"A'3k*�t•k s�'I: A'iC r; kirk��'sh st'a474 it :k t A f ��TT REGISTRATION oiS , � j ILL B REVOKEDUPON �. PERMIT EXPIRATION, AP 'R O G C..,.'ILA IN ,, SHALL BE' 5orvICe 1-1 PIT 0 FIECnRICAL AND SIC -AN PERINAITS L APIPF"' a. .'IR Ek E s dice 4 € V t. ' RY yll Q O 3ATE: ...... 1 KWLINE REQUIRED ATAS BELLY STEEL INSPECTION 6-211 i1_2" 6a5 Fire/ kaerDrwI5 -- -- -- -- — --� — -- — -- --- IS- --M k -- — 1