Loading...
HomeMy WebLinkAboutNSFR2011-3774(S1�' RA�P.- E^ DATE OF ISSUANCE: ®i r , J �-` -T F a n s PERMIT #: 1�- �Mri BUILDING PERMIT APPLICATION ° �� PLEASE PRINT v� OJOB ADDRESS: 220 S SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): L roo Ic eyp l o #k e„ L LL C CURRENT MAILING ADDRESS: 2209 C a%m pi-o,,\ /�,� S S i n Q CITY /STATE /ZIP: p,r,ne 'j-x PH: # _Z(+.4S4 79jFax # 472, F31, 19 SO i PROPERTY OWNER: CURRENT MAILING ADDRESS: CITY /STATE /ZIP: PROJECT VALUE: $ DESCRIPTION OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE: S NAME OF BUSINESS: PHONE NUMBER: FIRE SPRINKLERED? YES NO * *Total Square Footage under roof: 2,731 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, Iterations 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) if 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 FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). nn PRINT NAME: �1 ,3 So n LC oS �e- SIGNATURE G--- PH #: _Z(,'. 4 SSE, 70 9 FAX #: 772. S 31-, /R50 EMAIL: / THE POLLOWING IS TO BE COMPLET BY- THE BUILD ING INSPECTION DEPARTMENT Construction Type: 4b Permit Valuation: 2 Setbacks Approval to Issue Occupancy Group: Fire Sprinkler: YES Front: Z.p Electrical Division: Building Depth: S7 Left: Plumbing Zoning: Building Width: Rear: 1S' Mechanical Occupancy Load: Right: p Plan Review Approval: _, Date: 10 % (� Building Permit Fee: Plan Review Fee: Site Plan Approval: Date: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: r,? . Health Department: Date: Water Availability Rate: io Approved for Permit: 0Cj Date: (J Total Fees: -- Total Amount Due: Lot Drainage Submitted: Approved: NOV 0 7 2Qf9 s MECHANICAL CITY OF GRAPEVINE ELECTRICAL PLUMBING FUEL GAS PERMIT APPLICATION (PLEASE PRINT) PERMIT # /I- q l l Q BLDG. PERMIT # JOB ADDRESS: lalp-02� }� „g ljA I ( Loo SUITE # DESCRIPTION OF WORK: PROPERTY OWNER: CONTRACTING COMPANY: Lcc- ADDRESS: ADDRESS: 5�- CITY/STATE/ZIP: CITY /STATE /ZIP: , J 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 p�• 'JS ROOF Q 3,001- 3,500 $ 103.08 ?� ( 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 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 TVAL U ATION $ 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.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 FUR VER;OERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WI7"H.THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. a ply)-% Y-c 1; SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: Lf PRINTED NAME 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, 5/06.2/07,7/07,8/09,11109, 4/11 O:\FORMS \DS APPLICATIONS - FEES\MEP APPLICATION 4- 11.doc (8171410 -3165 11114/2011 13:46 * *FAX APPS TO 817 - 410-3012 ** (FAX) P.0031005 - == ATTACH CC_ INFORMATION - -- -CITY OF GR,APEV]NE -- MECHANICAL ELECTRICAL / PLUMBIN,G x' FUEL GAS PERMIT APPLICATION _ (PLEASE PRINTI PERMIT # , �j BLDG. PERMIT # DATE: /� f JOB ADDRESS: SUITE A 2208 CHURCHILL LOOP DESCRIPTION OF WORK: Plumbing Rough, top out, & Final PROPERTY OWNER: CONTRACTING COMP NY; JR Rose Development Ken Man Plumbing ADDRESS: Mobley Way ADDRESS: 1836 Lone Star Rd CITYISTATEIZIP: CITYISTATEIZIP; Ca elf TX 75015 Mansfield, TX 76063 PHONE NUMBER: PHONE NUMBER: 214 9144251 817- 4538032 TYPE OF OCCUPANCY BUILDING AREA PERMIT FEES AMOUNT DUE S4 FT I. R -3 EACH TRADE 1- 749 $ $3,25 SINGLE FAMILY, DUPLEX 760- 1,199 $ 49.88 TOWNHOUSE, 1.200- 1.500 $ $3.19 NEW CONSTRUCTION $ 1,501 - 1,750 $ 76.48 ADDITION$ (PER UNIT) 1,751- 2,000 $ 83,13 2,001 - 2,250 $ 89.78 TOTAL SQ.FOOT UNDER 2,251- 3,000 $ 86.43 ROOF 3,001- 3,500 $ 103.08 2534 3,501- 4,000 $ 109.73 $ 96,43 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 1 DRINKINGIDINING, 100,001 - 500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001+ $15,000,00 +.02 FOOT $ INSTITUTIONAL III, B, F, H, M,S,U EACH TRADE 1 - 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501- 50,000 $ 32.00t.01 PER I GARAGES, FACTORIES, 50,001- 100,000 $ 182.00+ .007 SQUARE WORKSHOPS, SERVICE 100,001+ $ 582.00+ .003 FOOT $_... .... STATIONS WAREHOUSE CONTRACT VALUATION OF EACH TRADE IV. WORK ANY OCCUPANCY GROUP ALTERATIONS, FINISH -OUTS, 0- 500 $ 37.00 SHELL COMPLETIONS 501- 1,500 $ 45.00 1,801- 3,000 $ 57.00 31001- 51000 $ 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+ $ 1,321.00+.003 $ EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOL$ $ 37,00 SIGN ELECTRIC $ 37.00 $ G; COCUME- 1�tbattblOCALS- 11TempV(Porpwlv,IMEP APPLICATION 9-09.dop 1111412011 13:46 TAX) P.0041065 PLAN SUBMITTAL. WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (J) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEEit SEAL1zo PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REOUIREb BY CODES, ORDINANCES OR WHERE OTHERWI$E REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM) ............. .. ............. .. ................. 542.00 /HOUR• • REINSPECTION FEES. ... .... .. ............... ............................... $42.00 • PERMITS 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 CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS... ........... ............... - ................................................................................. 342-001HOUR • $UILDINO PERMIT FEES FOR THE GRAPEVINE- COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 269 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 KNOWLEP011 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 13 UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY ViQLAT1ON 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 R90ARDING ENLft0V CONSERVATION WILL BE PERFORMED IN ACCORDANCe.WITH THOSE LAWS, AND THAT VERIFICATION OF, KNNRGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF CON OR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE 9: � r ~ � � � EMAIL' _... && *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. GX= uME- l%AM#%OCAL@- ATwWXPVpw44uWR APPLICATION 8-Mot e s MECHANICAL CITY OF GRAPEVINE ELECTRICAL PLUMBING PERMIT APPLICATION (PI FASF PRINT) FUEL GAS PERMIT # E5 —1 ©1- ._A BLDG. PERMIT # 1 — 3't -1 �}-- DATE: _q X1 JOB ADDRESS: -�• SUITE # �AN 10 2011 DESCRIPTION OF WORK: PROPERTY OWNER: CONTRACTING COMPANY: c - e ADDRESS: ADDRESS: CITY /STATE /ZIP: CITY/STATE/ZIP: PHONE NUMBER: PHONE NUMBER: \ TYPE OF OCCUPANCY BUILDING AREA SQ FT PERMIT FEES AMOUNT DUE EACH TRADE 4 1. R -3 -6� aLl 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 ROOFs cvJ�l 3,001- 3,500 3,501- 4,000 $ 1.03.08 $ 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, 601- 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 $ 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 ELECTRIC $ 37.00 $ 0: \FORMS\DS APPLICATIONS . FEESWEP APPLICATION 8- 09.doc Cam �. vd0 `i `�-� Sep 03 09 02:20p Development Services bll- qlU -julG p.c 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: e INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM).. .......................... ....... . ............ ....$42.00 /licUR 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 • ADDIT[ONAL 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, fi ._L SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: �M - Q!:�� 2s .. r a Ste, PRINTED-NAME *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER, "ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. GITY OF GRAPEVINE, BUILDING INSPECTIONS, P. O. BOX 95104, GRAPEVINE, TX f /21101 REVISED: 10101, 5106, 2/07, 7/07. 6109 OAFORMS\DS APPLICATIONS - FEESWEP APPLICATION "9.doc 99 410 -3165 066VP29S 600'5 - 1,M,6-bP92S 600*W ,-�Ca X&7Z s wAU 662066 b P 9 2 S 900 *02 .15'x•'•8: "L:� 15 L � - o � /1 • 11 % III 'fit• I � � M • i : • • w w w• • • r• r « r r i • r • r • � w . • w r • r 6 w r r• . r� • • • r• M i• r � i • MAR 2 7 2012 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 occuQancy of the building. 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 end of the thirty (30) day maximum time period. ADDRESS LOCATION OF TEMPORARY ELECTRIC RELEASE: ADDRESS: V G A u PERMIT NUMBER: // — 3 7 7 `7" CONTRACTOR INFORMATION NAME OF APPLICANT: en ADDRESS OF APPLICANT: CITY, STATE, ZIP: � 75 C TELEPHONE NUMBER; BU INSPECTIONS FOR TEMPORARY POWER MUST BE REQUESTED AT (817) 410 -3010 PRINT NAM—E. DATE: OFFICIAL SIGNATURE: o:lformlE -temp 10/10/00 Revised: 4/10102 DATE: MAR 2 7 2012 CITY OF GRAPEVINE TEMPORARY GAS RELEASE 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 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 gas power being turned off at the end of the thirty (30) day maximum time period. ADDRESS LOCATION OF TEMPORARY GAS RELEASE: ADDRESS: D- -)_ O PERMIT NUMBER: / i - 3 7 -7 CONTRACTOR INFORMATION NAME OF- APPLICANT: ADDRESS OF APPLICANT: --2- -->— U /,/4 je Aj 1e p _r CITY, STATE, ZIP: TELEPHONE NUMBER: INSPECTIONS FOR TEMPORARY GAS MUST BE REQUESTED AT (817) 410 -3010 GNATU : PRINT E: DA : JA—�=n- kA i&4A+CAJ I BfJI L G OFFICIAL SIGNATURE: DATE: oMormlG -temp 10 /12/00 Revised: 4110/02 CNJ( REScheck Software Version 4.3.1 Compliance Certificate Project Title: Townhomes of Westgate Energy Code: 2009 IECC 140 Location: Grapevine, Texas 13 Construction Type: Single Family 872 Glazing Area Percentage: 1% 8 Heating Degree Days: 2683 8 Climate Zone: 3 8 Construction Site: 0.530 Owner /Agent: 2208 Churchill Loop 0.530 Jason Rose Grapevine, TX 76051 0.530 Rockbrook Development LLC 15 0.530 2209 Cameron Crossing 15 0.530 Grapevine, TX 76051 8 0.530 (214) 454 -7895 8 0.530 Designer /Contractor: Jason Rose JR Rose Architects 2209 Cameron Crossing Grapevine, TX 76051 (214) 454 -7895 Compliance: 0.0% Better Than Code Maximum LIN 1997 Your UA: 1997 Maximum SHGC: 0.30 Your SHGC: 0.30 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade -off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Floor 1: Slab -On- Grade: Unheated Insulation depth: 0.0' Floor 2: All -Wood Joist/Truss:Over Unconditioned Space Wall 1: Wood Frame, 16" o.c. Window 1: Metal Frame:Double Pane with Low -E SHGC: 0.30 Window 2: Metal Frame:Double Pane with Low -E SHGC: 0.30 Window 3: Metal Frame:Double Pane with Low -E SHGC: 0.30 Window 4: Metal Frame:Double Pane with Low -E SHGC: 0.30 Window 5: Metal Frame:Double Pane with Low -E SHGC: 0.30 Window 6: Metal Frame with Thermal Break:Double Pane with Low -E SHGC: 0.30 Window 7: Metal Frame with Thermal Break:Double Pane with Low -E SHGC: 0.30 Window 8: Metal Frame:Double Pane with Low -E SHGC: 0.30 Window 9: Metal Frame:Double Pane with Low -E SHGC: 0.30 Window 10: Metal Frame:Double Pane with Low -E SHGC: 0.30 Window 11: Metal Frame:Double Pane with Low -E SHGC: 0.30 Window 12: Metal Frame:Double Pane with Low -E SHGC: 0.30 Door 1: Solid Door 2: Glass Project Title: Townhomes of Westgate Data filename: C:\ Users\ Jason \Documents \REScheck \2318.rck 134 0.0 140 400 30.0 0.0 13 10827 13.0 0.0 872 15 0.530 8 15 0.530 8 15 0.530 8 15 0.530 8 15 0.530 8 15 0.530 8 15 0.530 8 15 0.530 8 8 0.530 4 8 0.530 4 8 0.530 4 8 0.530 4 21 1.000 21 21 0.300 6 Report date: 10/09/11 Page 1 of 7 SHGC: 0.30 Wall 2: Wood Frame, 16" o.c. 9264 13.0 0.0 752 Window 13: Metal Frame:Double Pane with Low -E 15 0.530 8 SHGC: 0.30 Window 14: Metal Frame:Double Pane with Low -E 15 0.530 8 SHGC: 0.30 Window 15: Metal Frame:Double Pane with Low -E 6 0.530 3 SHGC: 0.30 Window 16: Metal Frame:Double Pane with Low -E 17 0.530 9 SHGC: 0.30 Window 17: Metal Frame:Double Pane with Low -E 6 0.530 3 SHGC: 0.30 Window 18: Metal Frame:Double Pane with Low -E 15 0.530 8 SHGC: 0.30 Window 19: Metal Frame:Double Pane with Low -E 15 0.530 8 SHGC: 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 1748 30.0 0.0 61 Ceiling 2: Cathedral Ceiling (no attic) 110 21.0 0.0 5 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 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements li ed in the REScheck Inspection Checklist. -�^ 11 rII 11 VoS� AreN�{!c� 14 1O.Gj,ff Name - Title Signature Date Project Title: Townhomes of Westgate Report date: 10/09/11 Data filename: C:\ Users\ Jason \Documents \REScheck \2318.rck Page 2 of 7 LJ REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation Comments: ❑ Ceiling 2: Cathedral Ceiling (no attic), R -21.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c., R -13.0 cavity insulation Comments: Windows: ❑ Window 1: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6: Metal Frame with Thermal Break:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 7: Metal Frame with Thermal Break:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: Project Title: Townhomes of Westgate Report date: 10/09/11 Data filename: C:\ Users\ Jason \Documents \REScheck \2318.rck Page 3 of 7 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 9: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 11: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 13: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 16: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 17: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 18: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 19: Metal Frame:Double Pane with Low -E, U- factor: 0.530 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U- factor: 1.000 Comments: This door is exempt from the U- factor requirement. Project Title: Townhomes of Westgate Report date: 10109/11 Data filename: C: \Users\ Jason \Documents \REScheck\2318.rck Page 4 of 7 ❑ Door 2: Glass, U- factor: 0.300 Comments: Floors: ❑ Floor 1: Slab -On- Grade: Unheated, R -0 (uninsulated) Comments: ❑ Floor 2: All -Wood Joist/Truss:Over Unconditioned Space, R -30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. 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 (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs /showers, and in openings between window /doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather - stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ❑ Wood - burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air - permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling /attic: Air barrier in any dropped ceiling /soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed /blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower /tub on exterior wall: Insulation exists between showers /tubs and exterior wall. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values and glazing U- factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R -8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R -6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and /or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Project Title: Townhomes of Westgate Report date: 10/09/11 Data filename: C:\ Users\ Jason \Documents \REScheck \2318.rck Page 5 of 7 Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 185.4 cfm (8 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 278.2 cfm (12 cfm per 100 ft2 of conditioned floor area) pressure differential of 0.1 inches w.g. (3) Rough -in total leakage test with air handler installed: Less than or equal to 139.1 cfm (6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4) Rough -in total leakage test without air handler installed: Less than or equal to 92.7 cfm (4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. F1 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and /or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R -2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R -3. Swimming Pools: ❑ Heated swimming pools have an on /off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and /or waste - heat - recovery systems. ❑ Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R -12. Exceptions: Covers are not required when 60% of the heating energy is from site - recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T -8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage — 15 (d) 50 lumens per watt for lamp wattage > 15 and — 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: ❑ Snow- and ice - melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values; window U- factors; type and efficiency of space- conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Townhomes of Westgate Report date: 10/09/11 Data filename: C:\ Users\ Jason \Documents \REScheck \2318.rck Page 6 of 7 2009 IECC Energy Efficiency Certificate Ceiling / Roof 30.00 Wall 13.00 Floor/ Foundation 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.53 0.30 Door 1.00 0.30 Heating System: Cooling System: Water Heater: Name: Comments: Date: D SYSTEMS ENGINEERING INC October 06, 2011 Rockbrook Development, LLC 2209 Cameron Crossing Grapevine, TX 75019 Gentlemen: 6221 Riverside Dr #116 / Irving, TX 75039 Phone 972 - 620 -8204 / www.strandsystems.com FAX Res: 972 - 488 -8932 / FAX Apts: 972 - 243 -5417 The following foundation has been designed to soil conditions based on a soil analysis prepared by : Laboratory : Alpha Testing, Inc Report No.: G070408 Date: 9/7/2007 and in accordance with the 2006 International Residential Code, 2006 International Building Code and standard engineering practice. Effective Soil PI : 35% Qa: 1500 SSE Project No.: 1106944 Legal description of property Subdivision Town /City: Lot : Block Address Plan: Townhomes of Westgate Grapevine 3 1 2208 Churchill Loop 2318 Respectfully, Strand Systems Engineering, Inc. David T Johnson, P.E. Vice President Enc: design calculations �l�ti1it111 OF TFi�I r .. * rr DAVID T. JOHNSON r r....................� �. 94913 rl� �� • .IICENSE�. •''���•✓ llON L Registration No: F -1629 03/06/2006 08:29 8173709514 OFFICEMAX 0695 PAGE 01/02 VA,UGHN INSPECTIONS PLUS, LLC .Jimmy Vaughn, Owner Certiyied Residential and Commercial Energy IMPector 3606 W. Shady Shores Rd. Corinth, TX 76208 214- 336 -2903 Mobile 940- 497 -,3637 Fax IC:BO # 32US32032077 ICC # 5168801 -77 [CC # 5168801-79 nn NnT REMOVE FROM INSPECTION PACKET COMMENTS CITY PERMIT # I INSPECTION DATE .,5/22//2 PASS FAIL OK TO CALL FOR PROCEED REINSrECTION SITE ADDRESS INSPECTION INSPECTION NUMBER TYPE r Q/c- SUBAIVISION / PROJECT MAKE INSP [ N INSPECTION NUMBER TYPE CI'T'Y INSPECTION U%TECTiON NUMBER TYPE V'ro it �-- CLIE N3r INSPECTION INSPECTION NUMBER TYPE COMMENTS CITY PERMIT # I INSPECTION DATE .,5/22//2 New Construction Subterranean Termite Service Record This form is completed by the licensed Pest OMB Approval No. 2502 -0525 (exp. 02129/2012) ruunG ruwrung ouruen ror ruts couecuon or mrorrnarion is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information its required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD insured structures must be free of termite hazards. This information collection requires the builder to certify that an authorized Pest Control company performed all required treatment for termites, and that the builder guarantees the treated area against infestation for one year. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected. The information is not considered confidential, therefore, no assurance of confidentiality is provided. This report is submitted for informational purposes to the builder on proposed (new) construction cases when treatment for prevention of subterranean termite infestation is specified by the builder, architect, or required by the lender, architect, FHA, or VA. All contracts for services are between the Pest Control company and builder, unless stated otherwise. Section 1: General Information (Pest Control Company Information) Company Name: Lwb@rtj/- Poet - C9ptLOj, -jnC Company Address P.Q= Box 979364 City Flower Mound state TX ___Zip 75927 Company Business License No. TPCL 6486 Company Phone No. (972) 365-1937 __ FHA/VA Case No. (if any) Section 2: Builder Information Company Name 3! K "Rtp re- Phone No. Section 3: Property Information Location of Structure (s) Treated (Street Address or Legal Description, City, State and Zip) C I III, r f� Section 4: service Information G jJ / ✓f � � Date(s) of Service(s) . - ` ? — I Type of Construction (More than one box may be checked) W Slab ❑ Basement F1 Crawl [:] other Check all that apply: A. Soil Applied Liquid Termiti " e Brand Name ofTermiticide:_ 0) 0 j F �i A t�- EPA Registration No. d79 -3127 Approx. Dilution ( %): t 0 Approx. Total Gallons Mix Applied: RL-f-U D1 Treatment completed on exterior. N Yes Fj No C B. Wood Applied Liquid Termiticide G�15 i Brand Name of Termiticide: EPA Registration No. Approx. Dilution ( %): i_ Approx. Total Gallons Mix Applied: Ej C. Bait system Installed Name of System__ ______EPA Registration No. __ _ Number of Stations installed­__ 10 D. Physical Barrier System Installed Name of System installation information (required) Service Agreement Available? (Z Yes � No Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List) Subterranean termite pre- construction treatment disclose _ Comments Name ofApplicator(s)� Y1� ,t Certification No. (if required by State law) The applicator has used a product in accordance with the product label and state requirements. All materials and methods used comply with state and federal regulations. Authorized Signature it, _ t Date Waming: HUD will prosecute false claims and statements. Conviction may result in criminal and /or civil penalties. (18 U.S.C. 1001, 1010. 1012; 31 U.S.C. 3729, 3802) form HUD - NPMA -99-B (0812008) SUBTERRANEAN TERMITE PRE - CONSTRUCTION TREATMENT DISCLOSURE Licensed and regulated under the Texas Structural Pest Control Act —PEST CONTROL COMPANY: Name: Liberty Pest Control TPCL No. 6486 Phone #: 972 -355 -1937 Address: PO Box 270364 City_ Flower Mound State: TX Zip Code: 75027 — CUSTOMER INFORMATION: Name: Phone #1: Phone #2: Address: City: i ' State: Zip Code: For all treatments there will be a diagram showing exactly what will be treated. Treatment specifications and warranties for those treatments may vary widely. Review the pesticide label provided to you for minimum treatment specification. Remember that your architects or design engineer=s specifications must also be followed, unless they are in violation of the law. If you have any questions, contact the pest control company or the Texas Department of Agriculture, P.O. Box 12847, Austin, TX 78711 Telephone number (512) 305 -8250 or (866) 918 -4481. Before conducting a termite pre - construction treatment, the company will present a complete diagram of the structure including construction details. When construction prevents performance of a full treatment, in accordance with a bid for full treatment, any change to a partial treatment by the company providing treatment will be permitted If the owner of the structure or the person in charge of the construction and the certified applicator for the pest control company sign a statement attesting to the construction conditions. The agreement must be attached to the contract with an amended diagram showing the exact areas to be treated. Copies must be sent to the owner of the property and to the Structural Pest Control within seven days of the application. 1 Sq. = 3 Ft. notes: Type of treatment proposed: (see other side of this page) ❑ Full OPartial Total square feet to be treated: Total linear feet to be treated: Approximate measurements of structure(s) to be treated: A label of termiticide(s) is attached. The concentration of the termiticide(s) to be applied is %. Estimated amount of termiticide to be applied: gallon(s). THE SUBTERRANEAN TERMITE PRECONSTRUCTION TREATMENT BUILDERS GUIDE IS ATTACHED ON BACK (SPCB/D.2). THE BOARD APPROVED SUBTERRANEAN TERMITE PRECONSTRUCTION TREATMENT BUILDERS GUIDE MUST BE PROVIDED TO, AND SIGNED BY THE CONTRACTOR OR PURCHASER OF THE PRECONSTRUCTION TREATMENT SERVICE. Complete details of warranty (if any) including time period of warranty, renewal options and cost, and obligations of the contracting parties is attached. If the warranty does not indude the entire structure treated, the areas. included in the warranty are: (specify) A consumer Information sheet is also attached. � r Signature of CA or Technician Printed Name 4 Date Signature of Customer Verifying Receipt of This Document Date White Copy - Service Provider Yellow Copy - Customer CITY OF GRAPEVINE PWS i®## 2200013 WATER CUSTOMER SERVICE INSPECTION CERTIFICATION DATE: /��r / BUILDING ADDRESS: �r �;/�c� /fal SWIMMING POOL IRRIGATION PERMIT #: 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, to the b f my knowledge, no cross connection is at this address at the time of inspection. ? vl fi SIGNATURE OF INSPECTOR LI ENSE NUMBER TITLE INSPECTOR DATE O: \forms \waterservinsp, 0501 08/03 �g X� N ; , all w" E' °ate. .fit ` I lt,J (Q A pa (RCi g •l ° ' ia.,�t�" a a �� h � N O lu a 11 a JC~ ho W p� ty t All no 'og d KIM 0 CQ ;S w �w o v a o 3 q m m 10 m _O + , �M a UT" p.� _ z �m �agib'° gg N2 ca 6'95 , T o � � �N.I C1,31 O O tg co lwtu 2 00 N C� O 00 +� co V3 N j O C w N b -.* , 619 Z b • 09 -27,0t 3 „Z0,5d.d0N bA •° 0 -J a 00 O x zao qq 1 C c 11 SON. Poe W. Ewa V cn 00 V no moo, o °i N M �cjo L/f0 00 / V ' e 0 o C N Fl� U) (-Do 00 VMJ rnW ^^W S�rrL Q0 �J CD w Q U URI, I < a.. W 1 . 1 l _ O O M � O w Jw� oC)Q QO w JAL- -' W J o z = z w C) v LL- 00 0 CD >- N O w Q U 0 x 16 It o O c3—z oo QJ O O o WE iT LLJ o c3- 99 � - c FLR. T.P. EL. 8'-1 1/8 I TP 9,-1 1/2 I 01 FRONT ELEVATION SCALE 1/8"=l'-0" & wl - 5�. V 0 7)01 m I "W 4,46 KINRTd7ft SIDE ELEVATION SCALE 1/8"=V-0" Ik) rt rz.A- e,� I % .,OR ZC- CBRII) BMCK) ■ ❑ BMCK) 02 LEFT SIDE ELEVATION SCALE 1/8"=1'-0" + 423 GABLE SCALE 1/8"=1 ILI ly I k a u R' 00 0 co Drawn By. Jusm R. ow on Date: 09 Proo" Jme , f 20 Revislonw. VJ X, Lb NJ 00 SHEET Al col 6 + 6 iu 0 CL O J 3 0 o� U c v eJ o `a 00 3 = O •� Y U v o.o U Cn o U� N v v k5 o c � v 3 0' �.c �s U � v ; o.� H aJ C o� c� M- E '` rn c o V c y v � o g •O C � v � O OCJ Ng H g a� +� G T� d � c N 2 �o v r/J aJ •v y d y a� — - z `o W .� ED Cm Cn C7 J C 01 �a 0 VSG it I N n 1 I ~ h - m 1 r 2' -3 1/2' W. -O. Mw s' SF V�3T3� LA 090£ 1 y 9 FAMILY 10-1' GLG. 14'x152 I 1 I i I I I � I •I I `--------------------- r 19' -1 1/2' MAX SPAN[ •1313 d3a NMAL 090£ zzz SW 20" A.F.F. 12' -C i I I I i I � MASTER 136x15° "- I I I I 9' -11 1/2" i /P I-WE] Imirlifflilm-, io W-0* N 2A R GARAGE dD 182x20' AjN D 'o m O • n 1 N N+ E i fYWr�W� an N � ! 77 • 71 � I --- ----- --- - ----- --------- - ------------- - — — iO* Or- Bak O8' -5' O.F.F. ELEV. -' S' -0' -2 1/2' 2 1r ' -- I 1 N 3' -51 N N r 1 T- 30, -0. 01 FIRST FLOOR PLAN SCALE 1/8' =1' -0' r----------------------------- I I i 64�1 I I dAkw �tl�tZ.c Al"11C ACCESS S 3/16 - 2' -O' 13' -10 13/18' ��� i I 1 1 1 1 1 I n � 1 1 I � � BEDROOM #3 SLOPE 10 81• CLG GAMEROOM 12 x14 SLOPE TO 9' -1- CM 134x184 1 7 -0 1/2' 0 I I I 1 LOFT a -1• aG ROPE TO T-'= - 146x142 -- ,9..;,,7,101 BEDROOM #2 li�Arn to SLOPE TO 9'2 1' CLG 13 x14 200 lb tee{ I 6' -9 1/2- --- -------------------- s 3050 T1N 9/8 7' -1 3 4 REF. ELEV / 305619X6. EB 150 1X5 a EB REF. . -7' 8' -9 1/2' [3'-6 1/2' 01 SECOND FLOOR PLAN SCALE 1/8' =1' -0' FLOORING SCHEDULE UTLITY 2' -31/2' 47 SF W POYgQt � 483 SF Back Covered Porch(a) ENTRY ,A. 483 SF L M 60 SF C IW � UPSTAIRS HALL BATH kc 29 SF Lot KITCHEN BACIRSPLAS H Lot Coverage Gj(^( z - 80 SF m MASTER TUB SURROUND TILE 16 SF n TIE 1K 4 n I a0 ` m L MASTER BEDROOM 0 VSG it I N n 1 I ~ h - m 1 r 2' -3 1/2' W. -O. Mw s' SF V�3T3� LA 090£ 1 y 9 FAMILY 10-1' GLG. 14'x152 I 1 I i I I I � I •I I `--------------------- r 19' -1 1/2' MAX SPAN[ •1313 d3a NMAL 090£ zzz SW 20" A.F.F. 12' -C i I I I i I � MASTER 136x15° "- I I I I 9' -11 1/2" i /P I-WE] Imirlifflilm-, io W-0* N 2A R GARAGE dD 182x20' AjN D 'o m O • n 1 N N+ E i fYWr�W� an N � ! 77 • 71 � I --- ----- --- - ----- --------- - ------------- - — — iO* Or- Bak O8' -5' O.F.F. ELEV. -' S' -0' -2 1/2' 2 1r ' -- I 1 N 3' -51 N N r 1 T- 30, -0. 01 FIRST FLOOR PLAN SCALE 1/8' =1' -0' r----------------------------- I I i 64�1 I I dAkw �tl�tZ.c Al"11C ACCESS S 3/16 - 2' -O' 13' -10 13/18' ��� i I 1 1 1 1 1 I n � 1 1 I � � BEDROOM #3 SLOPE 10 81• CLG GAMEROOM 12 x14 SLOPE TO 9' -1- CM 134x184 1 7 -0 1/2' 0 I I I 1 LOFT a -1• aG ROPE TO T-'= - 146x142 -- ,9..;,,7,101 BEDROOM #2 li�Arn to SLOPE TO 9'2 1' CLG 13 x14 200 lb tee{ I 6' -9 1/2- --- -------------------- s 3050 T1N 9/8 7' -1 3 4 REF. ELEV / 305619X6. EB 150 1X5 a EB REF. . -7' 8' -9 1/2' [3'-6 1/2' 01 SECOND FLOOR PLAN SCALE 1/8' =1' -0' FLOORING SCHEDULE UTLITY 1.348 let Floor Living 47 SF 2nd Floor Living POYgQt Front Covered Porch(s) 483 SF Back Covered Porch(a) ENTRY TILE 483 SF MASTER BATH (NCL'DS COMMODE) r1111LE 60 SF Total Covxed UPSTAIRS HALL BATH 29 SF Lot KITCHEN BACIRSPLAS H Lot Coverage 21.8 SF MASTER SHOVER TIE 80 SF MASTER TUB SURROUND TILE 16 SF HALL TUB SIRROUND TIE 66 SF FAMLY CARPET MASTER BEDROOM CARPET FAMILY, MASTER # MASTER CLOSET CARPET I)IMMSA STAIRS CARPET RTLANIIG UPSTAIRS CARPET rt10G6NG S(i UXU AbAWLJ 1T AIZ I&L A11U /V( 1nwA! is -FOR 16' X18' TIE UPGRADES MULTIPLY SF X 1.05 (59) -.FL00NNG SCIHEDILE ASSUMES 12' ROLL CARPET .mCARPEf WAI671TY YAY Cp.N E F CAAPE'f ROLL SIZE V aaTLE LA1l DIAGONAL AD0 11.50 SF PATTERN LABOR . 20'"N" T.........1 r � I " C SS �fT..Ju 1n�'a•c 7 SF t O N� N SQUARE FOOTAGE CALLS. 1.348 let Floor Living 981 I� 2nd Floor Living 10 Front Covered Porch(s) Back Covered Porch(a) 400 Garage 2,329 Total Living Total Covxed Lot X Lot Coverage Drawn 8y. JDSp1 R Rose PrepuUm Date June 6. 2009 Not= J 1� is Q4� x m R2N '1, O W L I N J C1� N 00 z— N SHEET A2 2' -3 1/2" ' -8" 47 SF 14' -1" PONDER TILE 483 SF ENTRY 3' -3" L 7' -7" r L 3' -3" A 3 'J3H TILE n m UPSTAIRS HALL BATH A313 ' -4321 29 SF KITCHEN BACKSPLASH N I o n I L/ L INU. 090£ i� I QQ To MASTER TUB SURROUND �JSW20' 2' -3 1/2* re N 9 N + F I I v g c! � 3nl_n" 7' -4' ' -8" 47 SF 14' -1" PONDER TILE 483 SF ENTRY 3' -3" L 7' -7" r L 3' -3" A 3 'J3H TILE 60 SF UPSTAIRS HALL BATH A313 ' -4321 29 SF KITCHEN BACKSPLASH TILE N 090£ L/ L INU. 090£ TILE 80 SF MASTER TUB SURROUND �JSW20' 16 SF HALL TUB SURROUND TILE 66 SF A.F.F. --------------------- 2' -0" 1 MASTER BEDROOM • I ------------------- 1 FAMILY, MASTER k MASTER CLOSET I I * 61.8 SY I I I I I I I I 20 MS NA REMARKING UPSTAIRS I I I I I ' FAMILY ' T MASTER I ' 10' -1" CM 149x152 I I 1 I 1 10' -1' CLG. 136x15° 1 I I � •I 1 I I I I 1 � _ 9' -11 1/2- 1 I To I 0� ry 5,_0. 19' -1 1/2' MAX SPANI m 2- " 5 , DINING � _2 '�2' /2• 2, 8, SEAT ' 11 4x1310 T: \X, o 10� 2' -1 1' 3, � N 9' -11 1/2- o � I n I _ uI �IDI ?BSe N 13' -8 1/2- " I 8' -1" Q.G. N _p• N 1 2-1 GARAGE 9' -i' Cm 182x20Y _ M O � r p m � ^ m rn I I 116'-OPV�O!' OVERHEAD DOOR I I 3'_p• ONCRETE ° N--------- ---- -- -- - — — ------------ ------•I t� - - - --- -- — — -BOffOM- BF BEAM- — — 20 2X4 j 08' -5" O.F.F. R ELEV. �N 2' -3" 5' -0' n� 17' -21/2" 17 N M N i I 01 FIRST FLOOR PLAN SCALE 1/8 " =1' -0" m I 0 Tn I N Z I 0 ih r----------------------- - - - - -� I I I I I I I I I I I I I I I I 2'- O"X2' -O" ATTIC ACCESS_ m I 01 SECOND FLOOR PLAN SCALE 1/8 " =1' -0" FLOORING SCHEDULE UTXITY TILE 47 SF PONDER TILE 483 SF ENTRY TILE 483 SF MASTER BATH (INCUDS COMMODE) TILE 60 SF UPSTAIRS HALL BATH 11LE 29 SF KITCHEN BACKSPLASH TILE 21.8 SF MASTER SHOWER TILE 80 SF MASTER TUB SURROUND TILE 16 SF HALL TUB SURROUND TILE 66 SF FAMILY CARPET 240 SF MASTER BEDROOM CARPET SF FAMILY, MASTER k MASTER CLOSET CARPET 61.8 SY STAIRS CARPET 20 MS NA REMARKING UPSTAIRS CARPET 126.1 YD 1FLOWNG SpltWlk ASSUIItS 14AIY I'LL fflu'm IMJI/ I mFOR 16 "X16' TILE UPGRADES MULTIPLY SF X 1.05 (5; . *FLOORING SCHEDULE ASSUMES 12' ROLL CARPET RtODUC 11YLAII DIAKIGONAL AADYD p�500 SF PATTERN ROLL IE V a x v x v O N N S UARE FOOTAGE CALLS. 1,348 0 let Floor Living 981 0 2nd Floor Living 10 Front Covered Porch(s) Back Covered Porch(s) 400 Garage 2,329 0 0 Total Living Total Covered X Lot Lot Coverage Drawn By. J,m R. Rage Prepation Date. Ue 6. 2009 Revieionlx NOLee: x L mm x Lo M O w I 1k(j {yV/ L cV SHEET A2 e L�— Mz AZ l80 II II II I I 3 EA 2X12X16' STAIR STRINGERS 33 EA 4X8X3/4" T&G OSB SUBFLOOR 4 EA 10' 2X12 024" G.G. #2 SPF 12 EA TUBES SUBLOOR GLUE I I I I I 33 I 20' 2X12 FJ #2SYP 016' O.C. 14 24 I 1 I 3 I I 12 N I I I I 32I I I I I I 15 18' -10° SPAN 14' 16' 7 I I I I I 2 I 12' 16' I I I 1 10' I 311 I I I 8 16 34 I 10 20 I I DBL 20' 2x12 17 27 35 8' 20' #2 SYP OR BETTER 016. O.C. DBL 8' 2X12 N ! io 9 18' -1 1/2' SPAN I I I 29 28 �9' --� W�G 7-'04 Y�ArVATERIALS UST XX EA 2X1 2X20' 3 EA 2X12X16' STAIR STRINGERS 33 EA 4X8X3/4" T&G OSB SUBFLOOR 4 EA MUM' STAIR TREADS 12 EA TUBES SUBLOOR GLUE F— — — — — — — — — — — — — — — — — — — — — — — — — — — — , I I I I I I I I I I I I I I I I I I I I � I I i I I I I 4I I I 13 23 I I I I I 33 I 6 14 24 I 1 I 3 I I 12 22 I I I I 32I I I I I I 15 25 I 7 I I I I I 2 I 11 21 I I I 1 I 311 I I I 8 16 34 I 10 20 I I I 30 I ; I 17 27 35 I I I 9 19 I I I 29 28 0 a O O U x v ai i/ N N Drawn By. Jason R. Rose PrWation Data June 6. 2009 Revisions Notes: X CL ro lo-9.11 R� Lb V) V x LE 0 I t` N i3 o J o �F W T iE y S � o a � v v v o•� v O v .v N O U � cn v rn v a`a E 0 3 0+ � •c N L C fA O C C h d 7� 0 a� y � o t s o U o v v c c� v � o t yv+ o � � v � o v -v v ° a X3 v N N N C d � y N � y O LG.1 y F- W F-•`o cl-c W LI)� �Q 01 ROOF PLAN SCALE 1/8 " =1' -0" O W I 'LL 0 (✓7 0 W Z W Z O Z d 16' DOUBLE 2X12 12' 2X6 CJ N 12' 2X6 CJ xNx N N 12' 2X6 CJ /2 SPF OR BETTER 12' 2X6 CJ iv 12' 2X6 CJ I 10' 2X6 CJ Z3 w ' N 10' 2X6 CJ I a :r I I I I -I 2X6 CJ < < < < a < a < < < < w m z < z l X N O N I X N O N X X xtD (D N N N N O C G G N N N N row N C C N N X N G G N N x� N N N G O O N N N N O N N G I I I I � I I I I I I I Z '8 14' 2X6 CJ I I I I To 18' 2X6 RAFTER io 18' 2X6 RAFTER I 14' 2X6 CJ 1 ' 1 I 14' 2X6 CJ 18' 2X6 RAFTER 18' 2X6 RAFTER I 1 I 18' 2X6 RAFTER 18' 2X6 RAFTER 1 I 14' 2X6 CJ I 18' 2X6 RAFTER AFF k 18' 2X6 RAFTER I 18' 2X6 RAFTER 18' 2X6 RAFTER d 18' 2X8 RAFTER 18' 2X6 RAFTER I I I I iL Zl I I I I I (2 ) 16' 2 10 RIC GE 12at I ir 0: cc w 0: N N N N N N N N I N N I L- - - - _ I - - - - - - J 01 ROOF PLAN SCALE 1/8 " =1' -0" O W I 'LL 0 (✓7 0 W Z W Z O Z d 16' DOUBLE 2X12 12' 2X6 CJ N 12' 2X6 CJ xNx N N 12' 2X6 CJ /2 SPF OR BETTER 12' 2X6 CJ iv 12' 2X6 CJ I 10' 2X6 CJ Z3 w ' N 10' 2X6 CJ I a :r 10' 2X6 CJ 2X6 CJ I I^ 10' 2X6 CJ 1 14' 2X6 CJ 1 I I II I 10' 2X6 CJ 16' DOUBLE 2X12 1 1 14' DOUBLE 2X12 2X6 C 2X6 C O 0 02 CEILING JOIST FRAMING PLAN SCALE 1/8 " =1' -0" ROOF VENTILATION CALCULATIONS ROOF VENTING PER IRC SECTION R806 "THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO 1 TO 300, PROVIDED AT LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS NTH THE BALANCE OF THE REWIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS." 1,158 TOTAL ATTIC FLOOR AREA (UPPER ATTIC) 441 TOTAL ATTIC FLOOR AREA (LOWER ATTIC) 98 IN' TYPICAL B "X16" ALUMINUM SOFFIT NET FREE AREA 144 IN' TYPICAL STATIC ROOF VENT NET FREE AREA 556 IN' NET FREE CROSS - VENTILATION REWIRED 212 IN' NET FREE CROSS - VENTILATION REQUIRED ( 4 ¢I MINIMUM / ROOF VENTS REWIRED (UPP ATTIC) 2 t�l MINIMUM # ROOF VENTS REWIRED (LO 4 X MINIMUM j SOFFIT CROSS VENTILATION RE 3 X MINIMUM # SOFFIT CROSS VENTILATION R IRED �6OX TO 40% INTAKE TO EXHAUST RULE OF THUMB P E HOME VENTILATING INSTITUTE (WWW.HVI.ORG) a x v x x U 00 0 c� N Drawn B), Jason R. Rose Prepatlon Date: June 6. 2009 Ro Astons: Notes: C U) 11 X R ATTIC) O R ATTIC) v J t l � lo-q-11 w x L.° o M I.IJ O n I � v c �r- NI.17 SHEET A4 Z3 w 3 w 3 w I a :r 14' 2X6 CJ 1 1 14' 2X6 CJ 1 i 2X6 2X6 C 16' 2X6 CJ I I � I I I 14' 2X6 CJ I I To io io ro I 14' 2X6 CJ 1 ' 1 14' 2X6 CJ 1 I 1 I 14' 2X6 CJ 2X6 C 2X6 C O 0 02 CEILING JOIST FRAMING PLAN SCALE 1/8 " =1' -0" ROOF VENTILATION CALCULATIONS ROOF VENTING PER IRC SECTION R806 "THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO 1 TO 300, PROVIDED AT LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS NTH THE BALANCE OF THE REWIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS." 1,158 TOTAL ATTIC FLOOR AREA (UPPER ATTIC) 441 TOTAL ATTIC FLOOR AREA (LOWER ATTIC) 98 IN' TYPICAL B "X16" ALUMINUM SOFFIT NET FREE AREA 144 IN' TYPICAL STATIC ROOF VENT NET FREE AREA 556 IN' NET FREE CROSS - VENTILATION REWIRED 212 IN' NET FREE CROSS - VENTILATION REQUIRED ( 4 ¢I MINIMUM / ROOF VENTS REWIRED (UPP ATTIC) 2 t�l MINIMUM # ROOF VENTS REWIRED (LO 4 X MINIMUM j SOFFIT CROSS VENTILATION RE 3 X MINIMUM # SOFFIT CROSS VENTILATION R IRED �6OX TO 40% INTAKE TO EXHAUST RULE OF THUMB P E HOME VENTILATING INSTITUTE (WWW.HVI.ORG) a x v x x U 00 0 c� N Drawn B), Jason R. Rose Prepatlon Date: June 6. 2009 Ro Astons: Notes: C U) 11 X R ATTIC) O R ATTIC) v J t l � lo-q-11 w x L.° o M I.IJ O n I � v c �r- NI.17 SHEET A4 Z3 w 3 w 3 w 3 w a :r i I 3 i XB C 2X6 2X6 C 2X6 C 2X6 C O 0 02 CEILING JOIST FRAMING PLAN SCALE 1/8 " =1' -0" ROOF VENTILATION CALCULATIONS ROOF VENTING PER IRC SECTION R806 "THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO 1 TO 300, PROVIDED AT LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS NTH THE BALANCE OF THE REWIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS." 1,158 TOTAL ATTIC FLOOR AREA (UPPER ATTIC) 441 TOTAL ATTIC FLOOR AREA (LOWER ATTIC) 98 IN' TYPICAL B "X16" ALUMINUM SOFFIT NET FREE AREA 144 IN' TYPICAL STATIC ROOF VENT NET FREE AREA 556 IN' NET FREE CROSS - VENTILATION REWIRED 212 IN' NET FREE CROSS - VENTILATION REQUIRED ( 4 ¢I MINIMUM / ROOF VENTS REWIRED (UPP ATTIC) 2 t�l MINIMUM # ROOF VENTS REWIRED (LO 4 X MINIMUM j SOFFIT CROSS VENTILATION RE 3 X MINIMUM # SOFFIT CROSS VENTILATION R IRED �6OX TO 40% INTAKE TO EXHAUST RULE OF THUMB P E HOME VENTILATING INSTITUTE (WWW.HVI.ORG) a x v x x U 00 0 c� N Drawn B), Jason R. Rose Prepatlon Date: June 6. 2009 Ro Astons: Notes: C U) 11 X R ATTIC) O R ATTIC) v J t l � lo-q-11 w x L.° o M I.IJ O n I � v c �r- NI.17 SHEET A4 01 FIRST FLOOR ELECTRICAL PLAN SCALE 1/8"=V-0" r----------------------- - - - - -� I I I I I I I I I I I I I I I I I I I I I I I I I I 02 SECOND FLOOR ELECTRICAL PLAN SCALE 1/8"=V-0" N N Drawn BY Jason R. Rose Prepation Date: June 6. 2009 Revisions: Notes: �-- x is Q t t ^1 v J e w�° L� (2 N (w R N �/ CV n �i t0, �r- SHEET A5 ELECTRICAL SYMBOLS LIGHT FIXTURES CEILING MOUNTED WITH PULL CHAIN 1 u } WALL BRACKET, INTERIOR AND EXTERIOR RECESSED IN CEILING OR SOFFIT RECESSED "WALL WASHER" IN CEILING OR SOFFIT 00 SINGLE UP FLOOD lx SINGLE DOWN FLOOD DOUBLE UP FLOODS LQ DOUBLE DOWN FLOODS A � UNDER CABINET LIGHT FLOURESCENT FIXTURE O CONVENIENCE OUTLETS 110 V. DUPLEX OUTLET; =,@PP WATERPROOF GR ANDFAU 12" ABOVE FLOOR TYP. OUTLET 220V. OUTLET FLOOR OUTLET 110 V. QUADPLEX OUTLET' SOFFIT MOUNTED -�� OUTLET 220 V. QUADPLEX OUTLET SWITCHED OUTLET (TOP OUTLET ONLY) DISTANCE ABOVE FLOOR; SWITCHED OUTLE OTHER THAN 12" (BOTH OUTLETS) =0 CIGROUND FAULT RANGE OUTLET CIRCUIT INTERRUPTER SWITCHES SINGLE POLE SWITCH 4 FOUR WAY SWIT �3 THREE WAY SWITCH $0 DIMMER SWITCH GENERAL ® EXHAUST FAN JH168 DOORBELL 11 �sy EXHAUST FAN W/ UGHT It SMOKE DETECTOR TT'' S0 N TELEPHONE OUTLET CABLE OUTlE7 CHIME THERMOSTAT CEILING FAN ELECTRICAL PANEL EP SECURITY SYSTEM KEYPAD V GARBAGE DISPOSAL D CEILING FAN W/ ELECTRIC METER LIGHT KIT /1/, E W N N Drawn BY Jason R. Rose Prepation Date: June 6. 2009 Revisions: Notes: �-- x is Q t t ^1 v J e w�° L� (2 N (w R N �/ CV n �i t0, �r- SHEET A5 Elongation Chart STRAND LENGTH NUMBER STRANDS ELONGATION S-32 12 2 3/8" BS -33 12 2 112 S -59 7 41/2 SS -60 6 41/2 TOTAL NUMBER OF STRANDS 37 TOTAL LINEAR FEET OF STRANDS 1553 Cubic Yards of Concrete: 49 (Approx. - no waste factor) Lineal Footo a of Grade Beams rox. Interior Beams: 238' Perimeter Beams: 1B1' TOTAL: 419 Slab Area (sgft.): 1711 It•�i Ys E � f -S t � 2 -1 4 � ��. �• RUr { "t 'ifs CCaST•1t CTO , , T, W 1 " ',r,' ED M T4 V Al ON 7S � vU ___ -- Foundation Notes: 1)Drainage shall be maintained around the foundation at all times during and after the construction period. Surface water shall flow rapidly away from the foundation. The builder shall advise the buyer of his responsibilities to maintain drainage and soil moisture so that future soil movements are minimized. 2)Slab shall be 4" thick, U.N.O. 3)Beams shall be IT W' x If D' 4)Concrete shall have a minimum 3000 psi 28 day compressive strength. 5)All strands shall be 1/2- 270K (See Gen. Notes) 6)BS & —^ -- indicate beam strand to be draped down into bottom of beam. See beam strand detail on Detail Sheet. Beam strand required only if shown on foundation plan. 7)See General Notes and Typical Detail Sheet 8)( *) Asterisks indicate dims. to be verified or furnished by builder. See note #3 under concrete construction on Gen. Notes Sheet 9)If uncontrolled fill exists on the site, piers may be required: NOTIFY ENGINEER. 10)Strand length and beam dimensions are identical in all elevations unless noted otherwise on partial drawings. 11)This plan is invalid unless accompanied by a letter from Strand Systems Engineering authorizing its use on a specific Lot, Block, and Address in a given subdivision. 12)This engineering design is based upon geotech information from the following soil report- Lab: Alpha Testing, Inc Report No.: G070408 Date: 9/7/2007 NOTE: Potential soils movements will increase if building pads are allowed to dry out prior to construction. This office recommends procedures be used to maintain at least a "normar or "overage" soil moisture content NOT) Grading plan shall ensure that positive drainage is maintained away from the foundation. This office recommends a 5 percent slope for the first 10 feet from the building pad. Failure to maintain drainage may allow water to pond or collect around the foundation, causing potential heave for in excess of that predicted in the geotechnicai report C OF GRp,rr�'i�,f LEAS =_ CCNSTRUCT10i` �.� ,k� �VTRACTOR S ALL SHEET...... -._. r' r 8t7�Qto �o t O LEASE DOES NOT AUTHOR= M Y WORK IN cC) r4t SPE `� ONSa �.� IWITH THE BUILZINQCMCMZONING atRt� NA i THIS PLAN TO K KEPT 0 c CONTRA R REGISTRATION THE JOB AT ALL TIDIES f WILL HE REVORED UPON PERMIT EXPIRATION 4rr�ele`�'Ki�l REL rONSTRUCtM 04 s -{ I U-51 ° I 71 I ®I I ml I ni 30'-0" Q� 6 Spaces 0 4-6" ( +/) = 27 -0" I i 10' -1 1/7' 9-8 1/7' 16 -7 I I I 2A I I � BS -33 — — — — — — — — — — FS-32 ol CD I I `D m i u-, ly/ll V 1 i in N; N fn N N N to ; m S -32 (2)BS -33 i — j L — — — i S -32 I ' i i1 Ij r: I S-32 'i (2)BS33 - -- i I - - - -- { L - - - -- I S -32 I� 10A I i I I tt" i1 i i I E I S-32 l 1 I l it (2)BS -33 - -- - - - - -- � - - - - -- -- — — — — — — —i r — -- -- — i — — — — — — - I � 4l S-32 I I I I ' I i N 5-32 (2)BS -33 - -- Ji — ' L - - -- l� -- - - -� 741 7Dh /2 x14-51/2 - -- ! S -32 I • I I 4A i S-32 ! NI I { y L- - - --1— 4 - - - -- �� 5-32 I I I I 11 I 11 I i S % S-32 I BS-33 { ! I 1A 1A 3 - #4s, T &B 5 -4 1/7' 5 -0 1'- 2!_1/2 17-21/2' 1' -Z! 1 /2 Foundation Plan C, o r� N � c00 µ N C1,,,,' fiL Cc 71 N N Q: -!0 �' 0 pp �p in P N ' U j � D O O > o :E N ~ to O co O 0 U .� � �M00 C:) p O O ��— C,4 (D E \I \ 1 o O W .c SHEEP NO. -a FD v a S C Q CL_ 1106944 Nc`