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HomeMy WebLinkAboutNSFR2011-3874* DATE OF ISSUANCE: NOV 0 4 2011 LRAREVINEd f 1, E x A s OCT 7 2011 PERMIT #• BUILDING PERMIT APPLICATION PLEASE PRINT JOB ADDRESS: , a-lai in 6CJI,4 Dt i Ve— SUITE # LOT: 3 BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): Vqn - /�Z CURRENT MAILING ADDRESS: CITY /STATE /ZIP: C-p4 ,a P e- 1, 13� 76,051 PH: # PROPERTY OWNER: .f rl CURRENT MAILING ADDRESS: /UX-j (- _ %y��y < f CITY /STATE /ZIP: 61CA „ 1/,A4, c 76QS1 PHONE NUMBER: D -7 - 7,1 3 - 07 3S g PROJECT VALUE: $ _ . i 0&6q 7 FIRE SPRINKLERED? YES NO DESCRIPTION OF WORK TO BE DOr USE OF BUILDING OR STRUCTURE: �� ei1�,•[� �jQ NAME OF BUSINESS: A11A * *Total Square Footage under roof: y4 .2 045 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) ❑ 1 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 ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL /OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPRO 'AL ROM TH APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: JD SIGNATUR jt7 PH #: /% 93 ' /�11� FAX #: �/7� r EMAIL: `��., c r¢ THE FOLLOWING IS TO BE COMP LE BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Vt Permit Valuation: I Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES Front: jam' Electrical Division: Building Depth: Left: Plumbing Zoning: R ., Building Width: Rear: I& Mechanical Occupancy Load: Right: Plan Review Approval: Date: 10 *�67 if Building Permit Fee: Plan Review Fee: Site Plan Approval: Date: Fire Department: Date: Lot Drainage Fee: r Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate Approved for Permit: Date: /j Total Fees: Lot Drainage Submitted: I- Approved: Total Amount Due: if CITY OF GRAPEVINE MECHANICAL ELECTRICAL X PLUMBING FUEL GAS PERMIT APPLICATION (PLEASE PRINT) PERMIT# BLDG.PERMIT# NSF4 -11 -3874 DATE: 11 -21 -2011 JOBADDRESS: 2623 PENINSULA DRIVE SUITE# DESCRIPTION OF WORK: Single family dwelling PROPERTY OWNER: VAN TIL CUSTOM CONTRACTING COMPANY: FOX Electric ADDRESS: ADDRESS: PO BOX 13338 CITY /STATE /ZIP: CITY /STATE /ZIP: Arlington, TX. 76094-0338 PHONE NUMBER: PHONE NUMBER: 817-461-2571 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 2868 3,001 - 3,500 $ 103.08 96.43 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE II. A, E, I, 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 III. 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 VALUATION OF WORK IV. ANY OCCUPANCY GROUP ALTERATIONS, FINISH -OUTS, 0 500 $ 37.00 SHELL COMPLETIONS 501- 1,500 $ 45.00 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+ .009 50,001- 100,000 $ 127.00+ .007 PER 100,001- 500,000 $ 327.00+ .005 DOLLAR IVALUATION $ 500,001+ $ 1,327.00+.003 $ EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ C. ^DOCUME -1 \sbatte \LOCALS -1 \Temp\XPgrpwise \MEP APPLICATION 8- 09.doc 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 APPROVEDPLANS ............................... ........................................................................................ $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 THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: ClI l U '/ / 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 6/21/01 REVISED: 10/01, 5/06, 2/07, 7107, 8/09,11/09 C: \DOCUME- 1 \sbatte \LOCALS- 1 \Temp\XPgrpwise \MEP APPLICATION 8- 09.doc (8171 410 ew .,� CITY OF GRAPEVINE MECHANICAL ELECTRICAL— PLUMBING. FUEL GAS PERMIT APPLICATION PLEASE PRINT) PERMIT # , ,3 BLDG. PERMIT # J / r 1 DATE: 11-219-11 y Y JOB ADDRESS: * ; SUITE DESC UP 1ON OF WORK: )/J _A ryy y y 1n PROPERTY OWNER: �, -✓-' CONTRACTING COMPANY: ADDRES4. ADDRESS: CITYISTATI50P: CITYISTATV/Z'I P: PHONE NUMBER: 1 7 pl,q,5,q 3 C PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA SO FT PERMIT FEES AMOUNT DUE EACH TR DE I. R -3 1 _ 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 $ 63.18 TOWNHOUSE, 1,200- 1,500 1,501 - 1.750 $ 76.48 NEW CONSTRUCTION & 1,751- 2,000 $ 83.13 ADDITIONS (PER UNIT) 2,001 - 2,250 $ 89.78 TOTAL SQ.FOOT UNDER 2,251- 3,000 3,001- 3,500 $ 96.43 $ ROOF ' 3.501- 4,000 $ 149.73 $ 4,001 + $ 120.37 EACH TRADE li. A, E, I, R -1 1 - 500 $ 37.00 HOTELS, APARTMENTS;, 601 - 100,000 $ 17.50+.035 PER I DRINKING/DINING, 100,001 - 500,000 $ 3,500,00+.03 SQUARE $,., --- EDUCATIONAL, ASSEMBLY, 500,0014 $15,000,00+,02 FOOT INSTITUTIONAL EACH TRADE Ill. B, F. H. M,S,U 1 - 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, Sol- 50,000 $ 32.00 +.01 PER 1 GARAGES, FACTORIES, 50,001- 100,000 $ 182.00 +.007 SQUARr-i $ WORKSHOPS, SERVICE 100,001+ $ 582.00+ .003 FOOT STATIONS, WAREHOUSE cCN'rrAeT IV, ANY OCCUPANCY GROUP VALUATION OF WORK FINISH -OUTS, 0- 500 $ 37.00 SHELL COMPLETIONS, 501- 1,500 $ 45.00 ALTERATIONS OR 1,501 3,000 $ 57.00 STAND ALONE PERMITS 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+.009 50,001- 100,000 $ 127.00+.007 PER 100,001-500,000 $ $ 327.00+ .005 DOLLAR IVALUATtON $ 500,001+ $ 1,327.00 +.003 EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY PgLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ WFORMODSAPPUCATION5- FEDbWFP APPLICATION 4- 11.d6G C0i7-A 39"d q37d c 3"1Snoa LL2.SZ6L T8 6E::80 TTO(3/6Z /TT PLAN SUBMITTAL; WHEN PLANS ARE REQUIRED 13Y 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 13Y STATE LAW. OTHER INSPECTIONS AND FEES: + INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM) ....................... ........................$62.00 /HOUR' r REINSPECTION FEES .............................................. ............................... .... ............................... $42.00 r PERMIT$ FOR WHICH NO FEE IS SPECIFICALLY INDICATED ........................... ............................... $37.00 INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (112 HOUR MINIMUM) .. ....................$42.00 /HOUR ADDITIONAL PLAN REVIEW REQUIRED BY CHANGE$, ADDITIONS, OR REVISIONS TO APPROVEDPLANS ..................... .... .......... .............. ......... ......................................... ............ :....... $42.001HOUR + 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 WOPK 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 Or 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 I OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON RE=QUEST. SIGN OR�EbFFCCON`I_RACTUD ' UR THORIZED AGENT (OR HOMEOWNER FOR HOM RS PERMITS) PRINTED NAME PHONE #_ I1 1 D � I LI� 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 (817) 410 -396 6121101 ROIIS20: 1Ml. 528, 2167, 7107, 8=, 11 N9, 4111 0:1FORM&DS APPL1CA11ONo - FEF—SWEP APRJCATION 4 -1 td= 3/ca ilov- d og-ld Q d7anioZ LLLSZcLLT8 8E:810 TT07, /bL /TT T E ECHANI L 0 _CITY OF GRAPEVINE ELECTRICAL PLUMBING PERMIT APPLICATION (PLEASE PRINT) FUEL GAS PERMIT # O(�� ,°e,. BLDG. PERMIT # _ I _3 DATE: l# y JOB ADDRESS: 2 i '�IJJ �� , ns� % SUITE DESCRIPTION OF WORK: ' 5 PROPERTY OWNER:. dONT, ACTING COMPANY: ADDRESS: _)b23 eetilr2501 ADDRESS: I /J ` CITYISTATE /ZIP: �- JC'v� CITY /STATE /ZIP: j �r PHONE NUMBER: . C PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA PERMIT FEES AMOUNT DUE (SQ FT) 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 1 A ): 6 3,501- 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE II. A, E, I, 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 III. B, F, H, M, S, U 1- 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501 - 50,000 $ 32.00+.01 PER f 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 $ 27.00+.009 50,001- 100,000 $ 127.00+ .007 PER $ 100,001- 500,000 500,001+ $ 327.00+ .005 DOLLAR $ 1,327.00+.003 TVALUATION $ EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ O: \FORMS \DS APPLICATIONS - FEES\MEP APPLICATION 4- 11.doo 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). ... .................."2.00IHOUR • 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 THAT V RIFICA K)M OF ENERGY E COMPLIANCE SHALL E SUBMITTED TO THE CITY UPON REQUEST. �a SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: EMAIL- *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. "ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. CITY OF GRAPEVINE, BUILDING INSI 6121101 REVISFD 10101, 5/06, 2/07, 7/07, 5/09, 11109, 4;11 0 \FORMS \DS APPLICATIONS - FEESWEP APPLICATION 4 -11 doc S, P. O, BOX 95104, GRI Irl REScheck Software Version 4.3.0 Compliance Certificate Project Title: New SFR Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Construction Site: 2623 Peninsula Grapevine, TX Permit # TBD Permit Date: 10 -2011 2003 IECC Grapevine, Texas Single Family 9% 2683 Owner /Agent: Designer /Contractor: John Van Til TX . . Compliance: Maximum UA: 1131 Your UA: 827 Maximum SHGC: 0.40 Your SHGC: 0.32 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.31 Door 1: Glass SHGC: 0.55 Door 2: Solid Door 3: Solid Door 4: Solid Floor 1: Slab -On- Grade: Unheated Insulation depth: 0.0' Floor 2: All -Wood Joist/Truss:Over Unconditioned Space Air Conditioner 1: Electric Central Air 15 SEER Furnace 1: Forced Hot Air 80 AFUE 2159 30.0 0.0 76 157 19.0 0.0 8 4472 13.0 0.0 331 371 0.370 137 18 0.550 10 20 0.400 8 18 0.400 7 14 0.460 6 220 0.0 229 309 19.0 0.0 15 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory require nts listed in the REScheck Inspection Checklist. 14 v Name - Title Signature Date Project Notes: Reviewed by: Paul D. Mattson (ph. 214 - 850 -5413) 3716 Murphy Dr. Bedford, TX. 76021 ICC Certified Residential Plans Examiner #0878817 -79 Project Title: New SFR Data filename: C:\ Users \Public \Documents\Peninsula 2623.rck Report date: 10 2/11 Page 1 of 4 Irl REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation Comments: ❑ Ceiling 2: Cathedral Ceiling (no attic), R -19.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.370 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Glass, U- factor: 0.550 Comments: ❑ Door 2: Solid, U- factor: 0.400 Comments: ❑ Door 3: Solid, U- factor: 0.400 Comments: ❑ Door 4: Solid, U- factor: 0.460 Comments: Floors: ❑ Floor 1: Slab -On- Grade: Unheated, R -0 (uninsulated) Comments: ❑ Floor 2: All -Wood Joist/Truss:Over Unconditioned Space, R -19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Air Conditioner 1: Electric Central Air: 15 SEER or higher Make and Model Number: ❑ Furnace 1: Forced Hot Air: 80 AFUE or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area - weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: Project Title: New SFR Report date: 10/12/11 Data filename: C: \Users \Public \Documents \Peninsula 2623.rck Page 2 of 4 Table 9: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Table 2: Minimum Insulation Thickness for HVAC Pipes Non - Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25' 1.5" to 2.0" Over 2" Temperature ( °F) Heating Systems 170 -180 0.5 1.0 1.5 2.0 140 -169 0.5 0.5 1.0 1.5 100 -139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes NOTES TO FIELD: (Building Department Use Only) Project Title: New SFR Report date: 10/12111 Data filename: C:\ Users \Public \Documents \Peninsula 2623.rck Page 4 of 4 Insulation Thickness in Inches by Pipe Sizes Piping System Types Fluid Temp. Range ff) 2" Runouts 1" and Less 1.25' to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 106 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40 -55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: New SFR Report date: 10/12111 Data filename: C:\ Users \Public \Documents \Peninsula 2623.rck Page 4 of 4 OCTOBER 3, 2011 VAN TIL CUSTOM HOMES GENTLEMEN, OCT 17 2011 WHITWORTH D I A M O N D J W I N C THE FOUNDATION PLANS, ACCOMPANIED BY THIS LETTER, AS DESIGNATED BY RUSSELL J. WHITWORTH, P.E., ARE AUTHORIZED FOR USE ONLY UPON THE PROPERTY DESCRIBED BELOW: DESCRIPTION: SINGLE FAMILY RESIDENCE . DESIGN CODE: WHITWORTH ENGINEERING REPORT NO. ST11 -0202 PI: NON - PLASTIC QU: 1250 PSF LOT /BLOCK: 3/9 SUBDIVISION: PLACID PENINSULA ADDITION ADDRESS: 2623 PENINSULA DRIVE GRAPEVINE, TEXAS JOB NO.: WEI1.0598 FOUNDATION DESIGN CRITERIA WAS FORMULATED BASED ON MODIFICATIONS OF RECOMMENDATIONS AS SET FORTH IN CRITERIA FOR SELECTION AND DESIGN OF SLAB -ON- GROUND (BRAB REPORT), PTI RECOMMENDATIONS THIRD EDITION, ACI 318 -99, IBC 2003, IRC 2003, IRC 2006, IRC 2009, AND RECOGNIZED ENGINEERING PRACTICES. NOTE: ACCOMPANYING "OWNER MOISTURE MAINTENANCE LETTER" IS TO BE TRANSMITTED TO OWNER, WITH OWNER'S RECEIPT ACKNOWLEDGED TO BUILDER/CONTRACTOR. SINCERELY, RUSSELL J. WHITWORTH, P.E. T�- 11 � *: . * 1 j RUSSELL J: WHITWORTH rr+.�o.��82117�a �.o i ,: ALV��G� Tlie seal appearing on this document was authorized by Russell J. Whitworth, P.E. 82117 3 �4 df a i _ r +' -:ODE OR 1 e,':817-236-6106 197o:817-236-6184 V:plans@rjwe.com II.3814� WHITWORTH ENGIMEERHgG D I A M O N D J W I N C PROPERTY OWNER: Structures built on ground supported concrete foundations depend not only on proper design and construction, but also on proper foundation environment maintenance performed by the occupant or owner of the property. A properly designed and constructed foundation may still experience distress if the surrounding soils are not being properly cared for. Active soils are any type of soil that, when exposed to certain conditions, will undergo shrinking and swelling. In areas such as Dallas /Fort Worth, where active soils are present, excessive moisture or too little moisture can affect the condition of the foundation. The objective of a proper maintenance program is to maintain as near constant moisture content, as possible, for the soil under the foundation. The following is a list of items to be considered when planning proper foundation maintenance: 1. Drainage: • Never allow water to pond near or against foundation slabs. • Maintain positive drainage away from the foundation. The minimum slope shall be 5% for a distance of 10 feet from the edge of the foundation. (5% equals a 6 inch drop in 10 feet) • Where a horizontal distance of 10 feet is not possible a berm or swale shall be constructed which provides a minimum 2% slope conveying the water to an acceptable outfall. • The installation and maintenance of gutters and downspouts are highly recommended; they should be kept clear and discharge water away from the foundation. 2. Landscaping: • There should be a minimum distance of 6 inches between the top of the slab and the ground. • Landscape beds must also maintain the minimum positive slope of 5% away from the foundation. • Where landscape beds are placed adjacent to the foundation, they should be equipped with a moisture barrier and /or area drains which convey water by means of buried pipe to an acceptable outfall. • Area drains must be checked periodically to ensure that they remain functional. • Trees remove moisture from the ground in order to survive and should therefore be watered regularly. • Trees should be placed at a distance no closer to the foundation than the full height of the mature tree. • If existing tree removal is not an acceptable option, a root guard system should be constructed around the foundation in the area of the tree(s). Replace and compact any loose fill adjacent to the foundation with native soil. Water is conveyed quickly through sand or granular materials; these materials should not be used adjacent to the foundation unless accompanied by an appropriate drain system. 3. Seasonal Changes: • Avoid excessive drying around the perimeter of the foundation - when soil pulls away from foundation, it is too dry. • Excessive moisture is also a problem; therefore, avoid overwatering, even during dry seasons. 4. Swimming pools, pipe systems, and sprinkler lines: • Routinely check for leaks. All property owners should conduct a yearly survey of their foundation and perform any maintenance necessary to improve drainage and prevent the ponding of water adjacent to these structures. This is especially important during the first ten (10) years after construction because this is usually the time when the most severe adjustment between the new foundation and its supporting soil occurs. Si e y, Pte. Rus 11 J. Whitworth, P.E. Owner's Signature �' ; 817- 236 -6106 1 : 817 - 236 -6184 : plans @rjwe.com 'JO - t-'ICL 0C11i� }I X0.32' ----------- - - - - -- LL. I I 25' BL `q1_ - L---------- - - - - -- --- - - - - -- , I ' VI I ' �I II 61 I C 4' 20. 1 o I '� IV I. I !! -E-3 - - - - - - I I �- I ' Ural VE ONG. L- - --------- - - - - -- - - -'. X30.14 2623 FENI NSULA URl VE PLOT PLAN- SCALE: 1"-20 LOT 5 BLOCK 9 PLACID PENINSULA NORTH GRAPEVINE, TEXAS' OQ M 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. 90.32 5JL ... ....... I I� JI I I I viI I I I , O Ln v I IV � I I I I �. - - - - -- L - -�NI - G. DRI L- - - - I V 1^ � .2623 PEN S LA DRIVE PLOT FLAN SCALE: I " =ICJ' LOT 3 BLOC< `:) , PLACID FLN I NGULA (NORTH GRAPEVINE, TEXAS N Ivb%14 V` {! 1 • I Sri : 1 U4 � tu too �. 06 s, . G� m2 i *ra I f- 00 1 �•�X �i� A t 2 � f �+ �, ��E` .Q O rah f CO a 0 lS> • iri 1 f s° 4� t 1 o� c i o° i • 4, i:_ E N t -1 1 y O `e Y iii a v >� z 3 �I 1 o� c i o° i • 4, i:_ E N t -1 CITY OF GRAPEVINE TEMPORARY ELECTRIC RELEASE Temporary electricity has been requested for the purpose of construction, remodeling, addition or improvement to the following described property. It is understood that this release in no way authorizes occupancy of -the buildinc 1. It is further understood that this temporary release is for a thirty (30) day maximum time period and the undersigned releases all claims that may occur through accidents or spoilage of any type resulting from said electric power being turned off at the and of the thirty (30) day maximum time period. ADDRESS LOCATION OF TEMPORARY ELECTRIC RELEASE: ADDRESS: P" Y ; i n - ( A di-'-) V(-)- - -- PERMIT NUMBER: N s F -R - ► [ - --2) E-1�________ MNITRACTOR INFORMATION OF APPLICANT: Toby, VA N) [NAME ADDRESS OF APPLICANT: 70q -' /, D G I CITY STATE, ZIP:�+���Vive TELEPHONE NUMBER: INSPECTIONS FOR TEMPORARY POWER MUST BE REQUESTED AT (897) 410 -3010 t)AL LIZ b) SI NATURE: PRINT NAME: DATE: WING OFFICIAL SIGNATURE: O.-VormlE -temp 10/10/00 Revised: 4190102 CITY OF GRAPEVINE TEMPORARY GAS RELEASE 14 2012 Temporary gas has been requested for the purpose of construction, remodeling, addition or improvement' to the following described property. It is understood that this release in no way authorizes occupancy of the building. It is further understood that this temporary release is fora thirty (30) day maximum time period and the undersigned releases all claims that may occur through accidents or spoilage of any type resulting from said gas power being turned off at the end of the thirty (30) day maximum time period. ADDRESS LOCATION OF TEMPORARY GAS RELEASE: 1�)2 ADDRESS: 0(b PERMIT NUMBER: A),�FtZ - l S j/ CONTRACTOR INFORMATION NAME OF APPLICANT: In,n w ADDRESS OF APPLICANT: C)C;\ E -Te CITY STATE, ZIP: CJ A , i c�-5I TELEPHONE NUMBER: 9 1-1 --7c� 22 S) INSPECTIONS FOR TEMPORARY GAS MUST BE REQUESTED AT (817) 410 -3010 BU1LDi o:lformlG -temp 10/12/00 Revised: 4/10/02 PRINT NAME: DATE: SIGNATURE: DATE: ; IIA --VIN E, T EN A A N "� 44 If PROTECTION AGAINST TERMITES PERMIT NO. ADDRESS: BUILDER: �/O, C 5L-, The above referenced address meets or exceeds the requirements for protection against termites set forth in the 2006 International Residential Code and the treatment was done in compliance with the Regulations of the Structural Pest Control Board of Texas and the EPA Registered Manufacturer's Directions for the Use of Pesticides. Name of Protection Provider (Company): �17 Address: ���� ���f� s���� ✓-� Phone • State License No.: f2 / a> C7:) C STATE OF TEXAS COUNTY OF I, '_, I , being duly sworn both deposed and say that the information contained in the above application is true and correct to the best of my knowledae and bel ignature 6A i Date Subscribed and sworn to before me this 16— ay of h � 20 LZ , A. D. �- Notary Public in and for the State of Texas 0. FORMS \DS CONTRACTOR FORMS \TERMITE PROTECTIONA- 0507 Pue� DEBORAH S. WOOD NOTARY PUBLIC * STATE OF TEXAS �A OfPy MY COMM. EXP 06-01 -2014 ARROW ExrERMiNAroRS m Beyond The Calla To Whom It May concern: We received payment of $431.92 for treatment of termites at 2623 Peninsula Dr. in Grapevine Texas. Treatment will be done on Thursday June 14th, 2012. ie Lasiter Office Manager Arrow Exterminators -FPGL ql'!�De 7456 Dogwood Park • Richland Hills, TX 76118 Office: 817- 284 -3462 • Fax: 817 -589 -2398 ENERGY CONSERVATION INSPECTION CERTIFICATION FORM (SINGLE FAMILY RESIDENTIAL) Project Name: Address of Inspection: �2 6 Q'� -135 Pc Zvi w S .J l or Name of Company Performing Inspection: `Pa V Name of Certified Inspector Performing Inspection: ICC Residential Energy Inspector Certification Number: 0%-? g 9 0— ?91 In accordance with State Law (Senate Bill 5 enacted by the 77th Legislature of the State of Texas), I hereby certify that I have inspected the above referenced structure and that it complies with the Energy Provisions of the Residential Code and any Amendments adopted by the State of Texas and / or the City of Grapevine. Signature of Inspector Development Services Department The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410 -3165 Fax (817) 410 -3012 * www.grapevinetexas.gov OAFORMS \DS ENERGY CODE RELATED \EnergySFRCertForTn- Mar07.doe 3716 Murphy Dr. Bedford. TX 76021 Record of Inspection Date: Address: �,��` :3 �® Type of Inspection: Results: Comments: 817 -545 -3993 214850 -5413 e r Signed �b International Code CounciC CommerciaCEnergy Plans Examiner Certification Number. 0878817 -78 International Code CounciCCommercialEnergy InspectorCertifiwtion Number. 0878817 -77 IntenrationafCode CounciC2jgsidentiaCEnergy Plans Examiner /InspectorCertifcation Number, 0878817 -79 CITY OF GRAPEVINE PWS ID# 2200013 WATER CUSTOMER SERVICE INSPECTION CERTIFICATION DATE: —1 BUILDING SWIMMING POOL ADDRESS: (�/ (,Q IRRIGATION PERMIT #: ') 4a \ 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 the plumbing code adopted by the City of Grapevine. Plumbing code is located in Chapter 7, Article VIII, (Ordinance number 92 -17), and Chapter 7, Article V, (Ordinance number 01 -93). In addition, o y knowledge, no cross connection exists at this address at the time of inspection. SIGNA E OF I R LICENSE NUMBER TITLE DATE INSPECTOR Jf II Start O.C. A it CBk1 Bt l j3 A complete Javelin I framing plan requires, the Framer's Pocket Guide See the Framer's Pocket Guide for Produd Trademark Information Hi 0— 12 121 L21 L - 2 ll123'�2 TS L73' L7�2 STC.1 —L32'—y?5,—1 L 112' L12, Y2 5 112' =Y25 L12' TS_1�3 Y25' ff L12' 1-12' Y, LIZ Y25' 112" Y21 Y25' SIM -- Y25 YE' Y21' Y25' Y25' Y29' Y21' Y25 Fm-=--1 z�,z3 Framing Connector Summary WARNING Q Menu! Product H1 A SST Start O.C. A it CBk1 Bt l j3 A complete Javelin I framing plan requires, the Framer's Pocket Guide See the Framer's Pocket Guide for Produd Trademark Information Hi 0— 12 121 L21 L - 2 ll123'�2 TS L73' L7�2 STC.1 —L32'—y?5,—1 L 112' L12, Y2 5 112' =Y25 L12' TS_1�3 Y25' ff L12' 1-12' Y, LIZ Y25' 112" Y21 Y25' SIM -- Y25 YE' Y21' Y25' Y25' Y29' Y21' Y25 Fm-=--1 z�,z3 Framing Connector Summary Pl,tlUty Q Menu! Product H1 .1 SST HU3514-2 K2 2 SST HU3514 H3 2 SST JUS2.37/14 —H4 7 SST IUS2.37114 A....nes PIOID Length Product Pilo Net Oty 210" M I 112'ply...d Filler Blacks 1 2 Vnet Backer Blocks 1 I9' 718"x 2 5/1TWO, Stiffeners I s w .2 > Produch, PIOID Length Product Pies NO Cly CBkl 100'1015/16" 14'TJ:0110 1 1 L32' 32'D' 14"TJ 0 230. 1 1 L32' -2 32'0" WTJ10230 2 2 L3 '-2 30'D' IrTJ:0230 2 2 L23' 23'0r W TJ 0 230 1 10 123' -2 23'0' I4 'TJIID230 2 2 L2 O' 20T' lrTJ1023O 1 11 L2 '.2 20'0' 14*TJ102 2 4 L12' 12'0' T4"TJ:0230 9 L4' 4:0. 14!'TJ 0 2 1 L2' 2'0" 14" TJ* 2 1 Y25' 25'0' 14"TJ10560 I M1.3 19' (r 1 Wxlii"I. 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