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HomeMy WebLinkAboutBSWP2017-4617 DEC 27 N11 DEC 0 4 2017 DATE OF ISSUANCE: T r x n s PERMIT#: I BUILDING PERMIT APPLICATION (PLEASE PRINT LEGIBLY—COMPLETE ENTIRE FORM) JOB ADDRESS: 30 I? (u L )ICU_ 5-(- SUITE# LOT: . BLOCK: SUBDIVISION:-6DLc)�L7� T�DA BUILDING CONTRACTOR(company name): U T�1zF Ll 6--m fY� �bOI�S CURRENT MAILING ADDRESS: YSbi� In641C9-1 �( l�� CITY/STATE/ZIP: f lUIA 1r) PH:# q 7A -3 2i7 9D ax# PROPERTY OWNER: kL PPE If— CURRENT MAILING ADDRESS: 15O CK w l 37+1-L �— // CITY/STATE/ZIP: (-�r21� P�11 I IJ� PHONE NUMBER:Z 14 L� ,57 3 So PROJECT VALUE: $ FIRE SPRI]yKLERED? YES NO WHAT TRADES WILL BE NEEDED? (Check ones that apply)ELECTRIC_✓/PLUMBING 1� MECHANICAL_ DESCRIPTION OF WORK TO BE DONE: �D/fy 5 T� O F Fc>o t USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS: 2 Tota 3 are Footage under roof: Square Footage of alteration/addition: a D I�qreby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with fate 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 SPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGE NC (S). PRINT NAME: II S ?j SIGNATURE PHONE#: r_' EMAIL: THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: V Inp, Permit Valuation: $ 300C O-00 Setbacks Approval to Issue Occu anc Grou : 12• U Fire Sprinkler: YES -- NO — Front: 1 . Electrically Division: Building Depth: 241 ?'1 Left: (, I Plumbing L Zoning: (Z.t'( • Building Width: 1 1 S11 Rear: LI Mechanical -- Occupancy Load: Right:41 Plan Review Approval: Date: 14L. 2'1.1 Building Permit Fee: �. Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: p Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: ._Q Date: l Z•2-M 1. Total Fees: — ,—) -Lot Drainage Submitted: Approved: 12'20 1-1 Total Amount Due: �� P.O.BOX 951N,GRPEVINE TX 76099(817)410-8165 0:FOgM5N5PEflMITAPPLIOATION8V02- • &O 21 /11 -- - v....... ,um y, texas. +O' TPA- ESgy. LOT 3R3. BLOCK A TRIPLE W ADDI`lON CA& A° SLIDE 756 -- -- —_ (®ASE BEARING T. — P.R.T.C. A .07R TEMPLE hR Af)01110hE} j2' 9; e7 ILyODp 90' SGtNIFAR°I s FEP.I(f INSF. Nce. 099. GS?.97 ♦� 3^!.3°_ FZN F I. -n r'A - ... 3.7 ..._..`1 D —^�99' V'RIJiY CORN Q*s" ...°ern °� CUT l I SIfY. RVf Esm POST D297768213 f7) V F W to CA � ° 4? �• , S II S to Q f STEPS \ I' rrxnM� Itc+ase ANTIC ... STE . CCC4N �df`i �„ GI9INLINM D._7,.,V�:J , iuuti / f .iS` � 0.£,�Q3 90` anla � 57FEk'9Uf 7 „. k CAB. A. BAR€ 9�dFo�o-....._„� McYE(7lPl3fT / _ LINE TABLE r•/ "c�S^_'R F un•JHlM FirRY' .mc ul � .QO' rd ;SQ'cp37 !a 9^4!c cay 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. � 7— �f61 '7 1368 ww 0#4t400 -Sr* 10004p Make Wilson Engineering, PILL PROJECTNO. 106910 637 West Hurst Boulevard Metro (817) 268-2345 PROJECT/ZOO (.✓, 11 YYALd. Ci . Hurst, Texas 76053 Texas Firm Reg. No. F-3843 DATE-05-979—/S By Tkt/ Mai 12 2o�a 1 3 i i 1 t �XS r FOrlr/.O.�FTlA� LL- C1VCA4g rr %'E O G i 4 -r I 3 rr r: t StAKEWtSON..... co.�r FTC OecK SFr �Qcr°v a4 -1z+Aol �.............. j , C �Ed/AIC T�W > 4EL i se... .......�`_ ' 1�7 D3.o5't8 s Fes- �o� c-), at p4ef�4&r " 4, -�-_ z CHAPTER 7 SANITARY DRAINAGE SECTION 701 GENERAL TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE 701.1 Scope. The provisions of this chapter shall govern the MATERIAL STANDARD materials, design, construction and installation of sanitary drainage systems. Acrylonitrile butadiene styrene ASTM D 2661;ASTM F 628; (ABS)plastic pipe CSA B181.1 701.2 Sewer required.Every building in which plumbing fix- tures are installed and all premises having drainage piping shall Brass pipe ASTM B 43 be connected to a public sewer,where available,or an approved ASTM A 74;ASTM A 888; private sewage disposal system in accordance with the Cast-iron pipe P g P Y CISPI301 tional Private Sewage Disposal Code. Coextruded composite ABS 701.3 Separate sewer connection. Every building having DWV schedule 40 IPS pipe ASTM F 1488 plumbing fixtures installed and intended for human habitation, i (solid) occupancy or use on premises abutting on a street, allev or Coextruded composite ABS easement in which there is a public sewer shall have a separate DWV schedule 40 IPS pipe .ASTM F 1488 connection with the sewer.Where located on the same lot,mul- (cellular core) tiple buildings shall not be prohibited from connecting to a Coextruded composite PVC common building sewer that connects to the public sewer. DWV schedule 40IPS pipe ASTM F 1488 701.4 Sewage treatment. Sewage or other waste from a (solid) plumbing system that is deleterious to surface or subsurface Coextruded composite PVC waters shall not be discharged into the ground or into any DWV schedule 40 IPS pipe ASTM F 891;ASTM F 1488 waterway unless it has first been rendered innocuous through (cellular core) subjection to an approved form of treatment. Coextruded composite PVC ASTM F 1488 701.5 Damage to drainage system or public sewer.Wastes IPS-DR,PS 140,PS200DWV detrimental to the public sewer system or to the functioning of Copper or copper-alloy pipe ASTM B 42;ASTM B 302 the sewage-treatment plant shall be treated and disposed of in accordance with Section 1003 as directed by the code official. Copper or copper-alloy tubing ASTM B 75;ASTM B 88; (Type K,L,M or DWV) ASTM B 251;ASTM B 306 701.6 Tests. The sanitary drainage system shall be tested in - accordance with Section 312. Galvanized steel pipe ASTM A 53 701.7 Connections. Direct connection of a steam exhaust, Glass pipe ASTM C 1053 blowoff or drip pipe shall not be made with the building drain- Polyolefin pipe . CSA B 181.3 age system. Wastewater when discharged into the building drainage system shall be at a temperature not higher than 140°F Polyvinyl chloride(PVC) ASTM D 2665;ASTM D 2949; (60°C). When higher temperatures exist, approved cooling plastic pipe(Type DWV) ASTM F 1488;CSA B181.2 methods shall be provided. Stainless steel drainage ASME A112.3.1 , 701.8 Engineered systems.Engineered sanitary drainage sys- systems Types 304 and 316E tems shall conform to the provisions of Sections 105.4 and 714. 701.9 Drainage piping in food service areas.Exposed soil or 702.3 Building sewerpipe.Building sewerpipe shall conform waste piping shall not be installed above any working,storage to one of the standards listed in Table 702.3. or eating surfaces in food service establishments. 702.4 Fittings.Pipe fittings shall be approved for installation with the piping material installed and shall conform to the respective pipe standards or one of the standards listed in Table SECTION 702 702.4. MATERIALS 702.1 Above-ground sanitary drainage and vent pipe. 702.5 Chemical waste system.A chemical waste system shall Above-ground soil,waste and vent pipe shall conform to one of be completely separated from the sanitary drainage system. the standards listed in Table 702.1. The chemical waste shall be treated in accordance with Section 803.2 before discharging to the sanitary drainage system.Sep- 702.2 Underground building sanitary drainage and vent arate drainage systems for chemical wastes and ventpipes shall pipe. Underground building sanitary drainage and vent pipe be of an approved material that is resistant to corrosion and shall conform to one of the standards listed in Table 702.2. degradation for the concentrations of chemicals involved. 2006 INTERNATIONAL PLUMBING CODE® 53 `•r DIG TESS �( �3O�0t � Access Bobcat VENTURE p I L F Electrical Service by:Oncor CUSTOM POOLS �(� ��1 � CONTRACTOR SHALL CALL FOR INSPECTIONS: Overhead:NA Underground:Yes (J { Fence Removed by:VCP Replaced by:VCP Venture Custom Pools (817) 410-3010 Stumps Removed by:NA 4568 State Highway 121 Suite 101 -— — Ra,sed Concrete B Removed by:NA AP�I�®�` CONTRACTOR REGISTRATION RaisedBOndBeam: Sales : Joe Cayton FD WILL BE REVOKED UPON Office: 972-377-9002 PERMIT EXPIRATION. 6"NA 12"NA 8"NA Cell: 469-964-8320 0 OR ELECTRIC DELIVERY Front Veneered:NA Back veneered:NA CUSTOMER INFORMATION BY: cl�i'� v Coping:Oklahoma Type:Flagstone Plaster:white Name: Paul Trippett Loveseae:(1)5' DATE: Address: 1308 W Wall St Ext.step:NA SwinwuF.NA Sun Ledge:(I) Bubbler:(1) City:Grapevine Zip:74951— Trippett Residence Skimmers:(1) Returns(3) Phone: 214-489-5036 Bobcat shuttle Fill Line:NA Over Flow:10' Cell: Pump hp.I.SHp 2spd Booster Pump NA e- mail ALLCHANGES REQUIRE Chlorinator:Salt Type:CaMdge �� PERM1� IS (.�N L'� F02 ?HC SL.�It�.1MlnN _ APPROVAL Chlorinator:Salt sys[em CUSTOMER APPROVAL }QUO L- . Pool Cleaner:Navigator I have reviewed and give my approval to REVISED [�y PLANS N C Pool Light:500. Spa Light NA proceed with the construction of this project, sidewalk zero elevation 1—L A S Time Clock:Pa Free Guard:Inc X / IVs -6'—elevation - Existing Patio APPROVED PLANS SHALL BE Deck Type:VCP Back Wash:VCP PT ON JOBSITEATALLTIMES DeckTyp2:NAQmay SQ.FT.350 -12" elevation Deck Type:NA SQ.FT NA POOL SPECS MItJ 1:1 R -(ID Deck Steps:(D Feet:24ft ` ❑ ❑ Volleyball sleeves NA Size 24'8"X 15'8' � Tumdgwns:NA Piers:NA Electric Run by:VCP Perimeter 70' SEPARATE PLUMBING, MECHANICAL, Sprinklers:VCP D ELECTRICAL AND SIGN PERMITS Heater:4000008TU Area 317sgft r SHALL BE REQUIRED Gas Run by:VCP Capacity 8,500 gal 1�1 , FFeet:<boR G Turn Over 2hrs 16' 1" TRAP AND BACKWASH 1S' P I)Sprinkler reroute NOTES OF: LINE REQUIRED AT 2)1 ton waterfall with actuator DEPTH BELLY STEEL INSPECTION CITY QE GRAP- ,. , .. 3R.Bin. FOR 5R.6in. OF: -1T ALITL ALIT ICRTE rr.F•'7:; c=OnyPLIGT WI i H THE 10 CODE OR IC, JRG.r! ,JE. 24ft.Sin. Other structure -= -- • -I-TI ES ne ton wa erfall !: —+<.a L'1 ith actuaG BUILD'-�G INSPScTiGN DVISION I N I RELEASE DOES NOT APPLY TO C NSTRUCTION IN DEC I U E=.3EMENTS OR PUBLIC RIG -0F-WAY. l ALL CHANGES Mt) ST B APPROVE!? I �� S w . Llka\ Scale: 1/8" = 1 ft. 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