Loading...
HomeMy WebLinkAboutNSFR2011-04014nr.a n nux it race r-EKKLv TO HE CONTACTED BY E'-MAIL- THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: Permit Valuation: $',Site,Setbacks AES val to 1 sue" Qcq anc Grou Fxont: p # Electrical Division; Buildiag Width: Left; / Plumbin jar Z2!1n : Building Depth: Ri t: ; / r Mechanic af Rear: • an Review A royal: Date: Water Availability. Rate: (2Aa€U ' Site Plan Approval: Date: Sewer Availability Rate; Fire Department: Date: Building Permit Fee: , Public Works Department: Date: Plan Review Fee: .Health Department: Date: Lot Drainage Fee: Approved for Permit. - Date: Total Fees.- ees:Lot LotDrainage Submitt pproved: ,G/ Total Amount Due: Y-57wxx9T64. GRAPEVINE TX 76AQQ1R171d1fi_l If,; _ _ City of Grapevine, TX P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817)410-3012 Fax CONTRACTOR U Build It 800 Jim Wright Freeway Fort Worth, TX 76108 (817) 937-6804 Phone (817) 263-4130 Fax (817) 948-1432 Mobile OWNER Kasey L Ligon ETVIR William 2217 Los Robles St Grapevine, TX 76051-4303 http://mygov.us/pi/projects/newperm it/printperm it.php?perm iti... BUILDING - SINGLE FAMILY RESIDENCE Issue Date: February 23, 2011 New Single Family Residence PROJECT # NSFR-11-0401 LOCATION 2217 Los Robles Dr. Grapevine, TX 76051 AVAILABLE INSPECTIONS Building Setback (required) Building Tree Inspection (required) Building Foundation/Footing (required) Building Pier (required) Building Drive Approach (required) Sidewalk Inspection (required) Building Bracing/ Sheathing (required) Building Framing (required) Building Wall Tie Inspection (required) Building Energy Code (required) Building Termite Verification (required) Lot Drainage Inspection (required) Building Final (required) INFORMATION (817) 410-3010 inspections vvww. mygov. us permits LEGAL Los Robles Estates Addition Bilk A Lot 5 *APPLICATION STATUS In Review * CONSTRUCTION TYPE VB * OCCUPANCY GROUP R3 *ZONING DISTRICT R-20 **APPLICANT / TENANT'S NAME Kasey Ligon **APPLICANT / TENANT'S PHONE NUMBER 817-948-1432 1) Certified Energy Code Inspected YES 2) Accessibility Review N/A 3) Control Number N/A 4) Asbestos Survey YES APPROVED TO ISSUE ELECTRIC YES APPROVED TO ISSUE MECHANICAL YES APPROVED TO ISSUE PLUMBING YES County Tarrant Fire Sprinkler System? NO Square Footage 4332 VALUATION 316670 FEES TOTAL = $ 2,122.25 Building Permit Fee $ 1,972.25 Residential Lot Drainage Fee $ 150.00 PAYMENTS TOTAL = $ 2,122.25 U Build It (William Ligon) Check on 03/18/2011 Note: Check #2061 ($2,122.25) NOTICES 11) All work must be done in compliance with the 2006 International Building Code 2) A copy of the signed permit and approved plans must be on site at all times. 3) The project address must be clearly posted at the job site. READ AND SIGN I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). 1 of 3 3/18/2011 2:34 PM http://mygov.us/pi/projects/newperm it/printperm it.php?perm iti... Applicants Sig a re Date 2 of 3 3/18/2011 2:34 PM 07/07/2011 C18:04 8174781125 HAGAR AC PACE 021/03 O!TORM$\D$ APPLICATIONS - FEEMMEP APPLICATION 8.09.d8e CITY OF GRAPEVINE MECHANICAL �fiX ELECTRICAL PLUM13ING FUEL GAS PERMIT APPLICATION JUL -72011 (PLEASE PRINT) PERMIT T # # PERMIT* ADDRESS; JOB A 7 SUITE # DESCRIPTION OF WORK; PROPERTY OWNER: CONTRACTING COMPANY' 41c ADDRESS: ADDRESS:5045 CITYISTATE/ZIP: CITYISTATE/ZfP'/- PAONE —NUMBER: PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA (SO FT) PERMIT FEES AMOUNT DUE I R-3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ $ 49.88 63.18 TOWNHOUSE, NEW CONSTRUCTION & 1,200. 1,500 1,501- 1,750 $ 76,48 ADDITION$ (PER UNIT) 1,751- 2,000 2,001- 2,250 $ $ 8313 89.78 6 TOTAL SQ.FOOT UNDER 2,251- 3,000 $ $ 96;43 103-08 .37 ROOF 3,001- 3500 3,501- 4:000 $ 109.73 $ 4,001+ $ 120.37 EACH DE 11. A, E, 1, R-1 1- 500 $ 37.00 HOTELS, APARTMENTS, 601 -100,000 $ 17.50+.035 PER DRINKINGIDINING, 100,301 - 500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 6001001+ $15,000.00+.02 FOOT INSTITUTIONAL EACH TRADE III. B, F, H, M, S, U I- Soo $ 37.oa OFFICE, RETAIL, WHOLESALE, 501- 50,000 $ 32,00+ .01 PER 1 GARAGES, FACTORIES, 50,001- 100,000 $ 182.004 .007 SQUARE WORKSHOPS, SERVICE 1001001+ $ 582,00+.003 FOOT $ STATIONS,. WAREHOUSE rgQNjWT EAQhjRAD VALUATION OF. IV. WORK ANY OCCUPANCY GROUP 0- 500 $ 37.00 ALTERATIONS, FINISH -CUTS, 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+.007P Ep005 100,001. 500,000 $ DOLLAR 327.00+ DOLLAR $ 500,001+ $ 1,327.00+.003 EkkCb 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!TORM$\D$ APPLICATIONS - FEEMMEP APPLICATION 8.09.d8e 07/07/2011 08:04 8174781125 HAGAR AC PAGE 03/03 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 Bk SUI§MlTtEDAS REQUIRED 13Y CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAIM • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM)......... .............__ ................ ......$42,00/1-IOLIA' • REINSPECTION FEES. .......... .......... I .................. .......... ....... ; ........................ $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED ......... __ ..................... ........................ - $37-00 t , • jkECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MIAMUM) ...................... $47_00/HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVED PLANS .... ................. ................ .................. ...................... $42.001HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE-COI-LEYVILLr: INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FESS ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE. CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS,,,* I HEREIN CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATINGCONSTRUCTION. IT 16 UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION, OF ANY CODE OR ORDINANCE or THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION, WILL BE PERFORMED IN ACCORD tNq I R,WITH THOSE -LAWS, AND THAT. VERIFICATIOROF ENERGY CODE COMPLIANCE SHALL ' BE SUBMITTED REQIJEST� e SIGNA":j NTRACTOR OR AUTHORIZED AGENT PRINTED NAME ER (OR N FOR'HOMEOWNER$ PERMITS) PH NE 0 EMAIL.', *OR THE. TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. (817) 410-31 &21tl REVISED; 10101, 5109, 2/07.7M, 8/09 0AFORMMM APPLICAT]W;, PEOWEP APPLICATION 8-09,dce http: //mygov.us/pi/projects/newpemiit/printpermit.php?permitid=102... MECHANICAL PERMIT SFR {SQUARE FEET) (RU NBIR *\T/ Issue Date: July 7, 2011 Mechanical for new SFR PROJECT # (817) 410-3010 www.mygov.us City of Grapevine, TX MESFR-11-2517 inspections permits P.O. Box 95104 LOCATION LEGAL Grapevine, TX 76099 2217 Los Robles Dr. Los Robles Estates Addition Elk A Lot 5 (817) 410-3165 Voice (817) 410-3012 Fax Grapevine, TX 76051 CONTRACTOR INFORMATION Arthur Hagar Corporation County Tarrant State ID # TACLB12063E Square Footage 4332 5020 S.E. Loop 820 Ft. Worth, TX 76140 FEES TOTAL = $ 120.37 (817) 478-9268 Phone Mechanical Permit SFR / SFR ADDITIONS $ 120.37 PAYMENTS TOTAL = $ 120.37 OWNER Kasey L Ligon ETVIR William Arthur Hagar Corporation (Eddy Paul Tate) Other on 07/07/2011 ($120.37) 2217 Los Robles St Note: Visa #1182 Grapevine, TX 76051-4303 NOTICES AVAILABLE INSPECTIONS ALL work must be done in compliance with the 2006 INTERNATIONAL MECHANICAL CODE. MISC. Mechanical Inspection (required) PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS Mechanical Ceiling (required) DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE Mechanical Duct (required) Mechanical Rough (required) SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS Mechanical Final (required) SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. READ AND SIGN 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 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 REQUEST. Applicants Signature I of 2 Date 7/7.,12011 8:33 AM 14011-04-26 11:17 PROSERVE 8172444897» 8174103012 1 - .... - -.1- --- - &I 1� 4w I CITY OF GRAPEVINE MECHANICAL ELECTRICAL PLUMBING FUEL OAS PERMIT APPLICATION (PLEASE PRINT) P 2/2 rHur- U,61 V.4 �Ml Pewl-T I 13LDG. PERMIT 4 DATE: JOB 1k00R08. SUITE 8 DESCRIPTION OF WORK: PROMRT W CONTWW M — -- ADDRESS: ADD/n.'6_1 (wt 1p e, CITYMITAT192-4 f --- K1- / a PHONE NUMBER: PN t+ - O&L TYPE OF OCCUPANCY BUILDAREA— (SQING FT) PERMIT PER19 AMOUNT DUE EACH TIiAL1E L R-3 i - 749 S $ 33.25 49.88 MLX�b JJQLE FUPLEX 7b0- 1,199 1,200. 1,500 $ 63,18 lxoma�l C k1clat 1,501. 1,150 $ 76.48 ADDITION$ (PER UNIT) 1,751. 2,000 111 83.13 2,001- 2,250 $ 89.18 DF TOTAL SQ.FOOT UNDER 2,251- 3.000 $ 96.43 ROOF , 3,001- 3,500 $ 103.08 3,601- 4,000 $ 109.73 4,001+ $ 120.37 11, A, E,1, R-1 1. $00 S 31.00 HOTELS, APARTMENTS, 501-100,000 $ 11.60+1036 PER DIRINKINGIDININ0, 100,001- 500,000 $ 3,600.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001f $15,000.00+.02 FOOT INSTITUTIONAL Ill. 8, F, H, M, S, U $ OFFICE, RETAIL, WHOLESALE, Sol. 50,000 $ 32.00+.01 PER GARAGES, FACTORIES, 50,001- 100,000 $ 182.00+,007 SQUARE WORKSHOPS, SERVICE 1001001+ $ 582.00* .003 FOOT $ STATION§, WAREHOUSE IV. ANY OCCUPANCY GROUP .Q w— VALVMM(ON QE EAQ8 TRADE IS FINISH-OUT5, SHELL COMPLETIONS, $00 $ 37,00 ALTERATIONS OR Sol- 1,500 $ 46.00 STAND ALONE PERMITS 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: $,001- 50,000 $ 27.00+ .009 880,001-100,000 $ 127.00+ .007 PER $ 100'001. 500,000 $ 327,00+,005DOLLAR 1 $ 800,001+ 1 327.00+ .003 VALUATION V. MISCELLANEOUS moa= IRRIGATION SYSTEMS $ 37-00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE S 37.00 SWIMMING POOLS $ 31-00 SIGN ELIECTRC 2011-04-26 14:54 PROSERVE 8172444897 }} 8174103012 P 1/1 .. ��. ,... v..-...vvv•r a.� r. ] a ni, rHur— CILt vL 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 $HALL BE 91.141MITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW, • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM)...............................................$+42.00/HOUR' • REIN$PECTIQN FEES $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INVICATEb.......................................................... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED 1112 HOVIR MINIMUM) ...................... $42.001HOUR • 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 CRAPEVINF. I FURTHI?R CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND t OR LOCAL. LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, ANCI TPAT VERIFICATION OF ENERGY COBE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. DNATURE OF CONTRACTOR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) *OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. 0121M1 RM880:10101. SDA, W, W, &N, 110 City of Grapevine, TX P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817) 410-3012 Fax PLUMBING PERMIT SFR {SQUARE FEET} Issue Date: April 26, 2011 Plumbing for new home. L OX-11j11Ciljl 2217 Los Robles Dr. Grapevine, TX 76051 LEGAL Los Robles Estates Addition Ellk A Lot 5 CONTRACTOR INFORMATION Pro Serve Plumbing County Tarrant State ID # M-39719 Square Footage 4332 11255 Camp Bowie W. Fort Worth, TX 76088 FEES TOTAL = $ 282.74 (817) 244-0614 Phone Plumbing Permit Fee SFR $ 240.74 (817) 244-4897 Fax Reinspection Fee (WORK WITHOUT (817) 565-6570 Mobile PERMIT) $ 42.00 PAYMENTS TOTAL = $ 282.74 OWNER Pro Serve Plumbing (Kenneth Golden) Other on 04/26/2019 ($282.74) Kasey L Ligon ETVIR William Note: CC4621 2217 Los Robles St Grapevine, TX 76051-4303 NOTICES ALL work must be done in compliance with the 2006 INTERNATIONAL AVAILABLE INSPECTIONS PLUMBING CODE. MISC. Plumbing Inspection (required) F Plumbing Gas Service (required) PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, Plumbing Sewer (required) Plumbing Water Service (required) ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, Plumbing Rough In (required) THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY Plumbing Shower Pan (required) FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL F Plumbing Tub Seal (required) BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE Plumbing Top Out (required) F Plumbing Water Heater (required) OTHERWISE REQUIRED BY STATE LAW. Plumbing Temp Gas (required) Plumbing Customer Sevice Inspection READ AND SIGN (required) I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE Plumbing Final (required) 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. MYGOV.US City of Grapevine I PLUMBING PERMIT SFR {SQUARE FEET) I PLSFR-11-1515 I Printed 04/26/11 at 2:50 p.m. Page 1 of 3 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. Applic is Si na ure Date MYGOV.US City of Grapevine I PLUMBING PERMIT SFR {SQUARE FEET} I PLSFR-11-1515 I Printed 04/26/11 at 2:50 p.m. Page 2 of 3 3/25,'2011 G VINE. rz E A sUT City of Grapevine, TX P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817) 410-3012 Fax CONTRACTOR mygov. us/pi/projects/newperm it/printp... ELECTRICAL PERMIT SFR (SQUARE FEET) Issue Date: March 25, 2011 Electrical for new home. PROJECT # ELSFR-11-1034 LOCATION 2217 Los Robles Dr. Grapevine, TX 76051 Titan Electric State ID # 43155 9501 Clifford Fort Worth, TX 76108 (682) 233-3562 Phone (817) 726-3708 Mobile OWNER Kasey L Ligon ETVIR William 2217 Los Robles St Grapevine, TX 76051-4303 INFORMATION (817) 410-3010 inspections www. myg ov. u s pe rmits LEGAL Los Robles Estates Addition Blk A Lot 5 County Tarrant Square Footage 4332 FEES TOTAL = $ 120.37 Electrical Permit SFR/SFR ADDITIONS $ 120.37 PAYMENTS TOTAL = $ 120.37 Titan Electric (Sean Osterman) Other on 0312512091 ($120.37) Note: CC6594 NOTICES ALL work must be done in compliance with the 2005 NATIONAL ELECTRIC CODE. AVAILABLE INSPECTIONS PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS • MISC. Electrical Inspection DETERMINED BYTHE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE (required) SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS Electrical T -Pole (required) • Electrical Underground (required) SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE Electrical Rough (required) REQUIRED BY STATE LAW. Electrical Service (required) READ AND SIGN Electrical Temporary Service (required) I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY • Electrical Final (required) KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BYTHE 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 CERTIFYTHAT ALL WORK THAT IS REQUIRED TO COMPLYWITH ANY FEDERAL, STATE, AND I OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORD E WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIAN E $HALL BE SUBMITTED TO THE CITY UPON REQUEST. Applicant's Signature Daie mygov.us/pi/projects/.../printpermit.ph... 1/2 3/251'2011 mygov.us/pi/projects/newpermit/printp... City of Grapevine, TX ELECTRICAL PERMIT SFR {SQUARE FEET? PROJECT # ELSFR-11-1034 Issue Date: 2011-03-25 24 HOUR INSPECTION NUMBER METRO (817) 410-3010, CUT OFF TIME FOR AM. INSPECTION IS 7:30 AM. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OFA PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. mygov.us/pi/projects/.../printpermit.ph... 2/2 3/25/2011 mygov.us/pi/projects/newpermit/paym... City of Grapevine Development Services 03/25/20111 Receipt ID # 11-00926 Electrical Permit SFR / SFR ADDITIONS $ 120.37 Tota 1 $ 120.37 Note: CC6594 Paid By: Sean Osterman, Titan Electric Method: Other Electrical Permit SFR {SQUARE FEET} ID # ELSFR-11-1034 2217 Los Robles Dr. DEVELOPMENT SERVICES/CODE 200 S MAIN ST GRAPEVINE TX 76051 817/410-3113 Phone Order ID: 002 Merchant ID: 440002145761 Bank ID: 2642 03/25/11 09:07:00 Batchg: 084001 Retrieval Ref q: 63635562 MASTERCARD Entry Method: Manual XXXXXXXXXXXX65N kpr Code: 000007 Inv : 000001 AVS Code: R Total: $ 120,37 Customer Copy mainnas c�c JniJ /r»x/mCnh rn,-a;-4- nhn7ra 4 14 1 VS`5 MECHANICAL CITY OF GRAPEVINE ELECTRICAL PLUMBING FUEL GAS PERMIT #DG. kk- 04-ok PERMIT # k DATE: Q JOB ADDRESS: 2217 Los Robles St. Grapevine, TX 76051 SUITE # DESCRIPTION OF WORK: Installation of solar PV electric system; 30 230 Waft modules; 6.9 KW with 8000 Waft inverter. PROPERTY OWNER: William & Kasey Ligon CONTRACTING COMPANY: c I -1-f 65 C� ej 'j ADDRESS: 2217 Los Robles St. ADDRESS: !2 61:j 6 J. 4. mZAY Z,-) CITY/STATE/ZIP: Grapevine, TX 76051 CITY/STATE/ZIP: PHONE NUMBER: 817-948-1432 PHONE NUMBER: 0 - 6 A -(2333 V_ -2 D4c)"'( h— 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 TOTAL SQ.FOOT UNDER 2,001 - 2,250 2,251- 3,000 $ 89.78 $ 96.43 f7'\ ROOF 3,001 - 3 ,500 3,501- 4,000 $ 103.08 $ 109.73 f �u $ 4,001 + $ 120.37 EACH TRADE 11. A, E, 1, R-1 1- 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50+.035 PER DRINKING/DINING, 100,001 - 500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001+ $15,000.00+.02 FOOT $ INSTITUTIONAL EACH TRADE 111. 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 Ca L000 50,001- 100,000 $ 127.00+ .007 PER 100,001- 500,000 500,001+ $ 327.00+ .005DOLLAR $ 1,327.00+.003 IVALUATION $ — V. MISCELLANEOUS EACH TRADE IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 nr LjUni tvN. - FEES EP AFFLIUA I ]ON 4-11.C10C I\ 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 R GARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND TAT V FICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF , 'ON CTO /OR AUTHORIZED AGENT PRINTED NAME GJ( (OR HOMEOW ER FOR HOMEbWNERS PERMITS) PHONE #: � � �� — C� 3 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) 410-3165 O:IFORMS\DS APPLICATIONS - FEES\MEP APPLICATION 4-11.doc City of Grapevine, TX P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817)410-3012 Fax ELECTRICAL PERMIT SFR (SQUARE FEET) Issue Date: September 21, 2011 PROJECT DESCRIPTION: Install Solar PV Electrical System LOCATION 2217 Los Robles Dr. Grapevine, TX 76051 LEGAL Los Robles Estates Addition BIk A Lot 5 CONTRACTOR INFORMATION Park Cities Construction Services, Inc. County Tarrant State ID # 8475 Square Footage 4332 9696 Jack Gray Road Pilot Point, TX 76258 FEES TOTAL = $ 120.37 (940) 686-0333 Phone Electrical Permit SFR / SFR ADDITIONS $ 120.37 (940)686-0331 Fax (214) 202-8095 Mobile PAYMENTS TOTAL = $ 120.37 Park Cities Construction Services, Inc. (Mark Doucet) Other on 09/21/2011 ($120.37) OWNER Note: CC6871 Kasey L Ligon ETVIR William 2217 Los Robles St NOTICES Grapevine, TX 76051-4303 ALL work must be done in compliance with the 2005 NATIONAL ELECTRIC CODE. AVAILABLE INSPECTIONS ► MISC. Electrical Inspection (required) PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, : Electrical Rough (required) ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, ► Electrical Final (required) 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. READ AND SIGN 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. MYGOV.US City of Grapevine I ELECTRICAL PERMIT SFR (SQUARE FEET) I ELSFR-11-3543 1 Printed 09/21/11 at 9:58 a.m. Page 1 of 3 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 OMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON QU Applicant's Sign at; t'e V Date MYGOV.US City of Grapevine I ELECTRICAL PERMIT SFR {SQUARE FEET} I ELSFR-11-3543 I Printed 09/21/11 at 9:58 a.m. Page 2 of 3 6.3 Agreements and Forms Sheet: 3 Applicable: Entire Certified Service Area Page 1 of 2 Effective Date: September 17, 2009 Revision: One 6.3.3 Application for Interconnection and Parallel Operation of Distributed Generation with the Utility System Return Completed Application to: Oncor Electric Delivery Company LLC Attention: Distributed Resource Specialist 1601 Bryan Street Dallas, TX 75201-3411 Customers Name: Kasey Ligon Mailing address: 2217 Los Robles St. Grapevine, TX 76051 Contact Person: same Telephone Number and email address: 817-948-1432, kasey.ligon yahoo.com Service Point Address: same Information Prepared and Submitted By: Energy Shop, Inc. ATTN: Scott Bourgeois (Name and Address) 3310 Wiley Post Road, Carrollton, TX 75006 Signature The following information shall be supplied by the Customer or Customers designated representative. All applicable items must be accurately completed in order that the Customers generating facilities may be effectively evaluated by Company for interconnection with the utility system. GENERATOR Number of Units: 1 , Manufacturer. SunPower Corporation Type (Synchronous, Induction, or Inverter): Inverter Fuel Source Type (Solar, Natural Gas, Wind, etc.): Solar Kilowatt Rating (95 F at location) 6.900 kW Kilovolt -Ampere Rating (95 F at location): 6.900 kVA Power Factor.. 0.95-1.0 Voltage Rating: Ampere Rating: 211-264 (240V nominal) 32A Number of Phases: single Frequency: 59.3-60.5 (60 hz nominal) v Do you plan to export power: In I_Yes _L _,_No If Yes, maximum amount expected: 6.900 kW Pre -Certification Label or Type Number LIL-1741, IEEE -929, IEEE -1547 Expected Energizing and Start-up Date: Nov. 1, 2011 Normal Operation of Interconnection: (examples:, provide power to meet base load, demand management, standby, back-up, other (please describe)) oarallei. baseload One -line diagram attached: —1/-\J—Yes Has the generator Manufacturer supplied its dynamic modeling values to the Host Utility? _J:�L_ Yes [Note: Requires a Yes for complete application. For Pre -Certified Equipment answer is Yes.] 134 Oncor Supplemental Application Information Model Number of Inverter(s) SPR -8000m (SunPower) Quantity of Panels 30 Model Number of Panels SPR-230E-WHT (SunPower) ESI ID Number - Oncor 1044372000 8 7 6 1 6 6 6 Oncor Meter Number (optional if ESIID not provided) MFG Is the permanent Oncor revenue meter currently installed? Dyes Xao Does the Layout Sketch and One Line drawing have the words written that say — "Visible, Lockable, Disconnect with caution language" 'X Yes F-1 No Is this ap lication for adding to capacity to an existing renewable metered account? MYes XX o ESI -ID This stands for Electric Service Identifier and should be identified on your electric bill. The ESI ID is a 17 digit number where the first 10 digits for customers served from the Oncor service territory will begin with 1044372000 (Oncor company code) followed by 7 more digits called the Premise ID# (total 17 digits). Oncor's territory also includes the former SESCO service territories beginning with 1017699000 as the first 10 digits followed by the 7 digit Premise ID#. It is recommended to include a copy of the customer's electric bill if available with applications to verify the correct address and ESI ID. Oncor Meter Numbers Numbers are usually 8 digits or 9 digits long. Oncor will also need meter manufacturer (for example GE, SA, WE, LG) RSaaua jelos - snoop - smopul uoilana}suo0 nnaN TS09L Xl'auinadea!D odousiplaul 999T9L8 OOOZM7-VOT :41 IS3 'IS salgo)l sol LTZZ S 00" 56'44" E 238.54' O = 0 M � V 0 tiJ O O 0 L (y 0 a m N Q0 c 0 41 c° o sm"i C6 c �Rvlm, o ° ° -a 0 : ro, 0 D o a, E 3:w c -0 o a 0 ca 7^ a c 0b0 < O ! ` (1) dD W c v -0 N t s: s ,, 34 V V u = +=+ to vii a) ° v 3 E , d - w 3 _ t2o ca c Q Zf 00 ++ O N j 1 c •— M C c --- -- - ° - (A ate—+ O L 4' O 3 W a) - v LD o c <L �a CL ooa) c -co 3 c O 0 V a> `n O -a H O u VS "a 00 C N s- i C Y a N 1 t0 tJ7 N i] c cu a) (AO O N N L a) 41 t0 V a 0 O'N I_ d0' N E L O u L to N N ° � 3 a L L0Z `£Z unf :a}ea u01sin98 -' E 4 m M U v U O o N v� v U U as is vov� N N q U 'v v m p m qo a cq U) r; LU V' N p l U)G F'Gq mga1SN 'S z M fn to c0 co CO N N N a0 u c 8 v U U @ I o o(D Z N N O Axa m m (D m n o w N m s-`� E� c S �> > •c U W y S c> rn rn T N N N U N N N C C U Q N 9 > Z? m Z Vl > U (n wLU c "� fA 5 W p�p 7 N 7 C w O O p (n U I=- F Q F- WtL U CJ c O Q O N M O M q �p c0 ti oD W. - N 9009L Xl `uoI!!oJJBO L909L Xl `9U!nadea!D 'NI ISod 91!M 0L£E :ssajppt/ }S Sa!q°d Sol LLZZ :ssaJPPV loaroJd out dogs ABJ9U3 :Auedwoo uoilel1e;su1 U0611 A9SeN :aweN aawoisno co e -i co O 0 O N ® fi7 W� r 8 Pei 0 1:4 LNJ L4 O IIQ 8 H I I <TT-T�--� 6.3 Agreements and Forms Sheet: 3 Applicable: Entire Certified Service Area Mage 2 of 2 Effective Date: September 17, 2009 Revision: One Layout sketch showing lockable, `visible' disconnect device: _, Yes Authorized Reines of Information List By signing this Application in the space provided below, Customer authorizes Oncor to release Customer's proprietary information to the following persons: If Customer does not sign this Application, then Customer must authorize Oncor to release Customer's proprietary information to consultant or contractor. For residential Customers, that authorization may be provided in an e-mail communication or in hard copy. For commercial Customers, that authorization must be made on the Customer's business letterhead. [CUSTOMER NAME] BY: Kasey Ligon TITLE: homeowner DATE: 135 Mame Phone Number E -Mail Address Owner t Customer N/A Project Manager Scott Bourgeois 214-505-7393 scotteshop aol.com Electrical Contractor Energy Shop, Inc. 972-661-0688 energyshop aol.com Consultant NSA If Customer does not sign this Application, then Customer must authorize Oncor to release Customer's proprietary information to consultant or contractor. For residential Customers, that authorization may be provided in an e-mail communication or in hard copy. For commercial Customers, that authorization must be made on the Customer's business letterhead. [CUSTOMER NAME] BY: Kasey Ligon TITLE: homeowner DATE: 135 GLENN TRACY, P.E. N1ail ing—Address: Consulting Engineer Office Address: P.O.Box 15455 1 1400 GV. Irvin- Bled, Suite 404 Firm Registration # F-002575 Irving, TX '15015-4551 Irving, T-1 75061 (972) 254-4873 (office) September 13, 2011 Energy Shop Attn.: Scott Bourgeois 3310 Wiley Post Rd Carrollton, TX 75006 Re: Engineering Structural Review And Analysis: Solar Panel Roof Installation Ligon Residence 2217 Los Robles Grapevine, TX 76051 GT Project 2011034 Dear Scott: An engineering review of completed roof framing has been performed followed by this summary report. The purpose of the analysis was to evaluate framing for load support adequacy under anticipated reasonable service loads including proposed roof -mounted solar panel installations. The analysis was authorized by you and was requested for City building permit approval. Reviewed roof construction was typical of dimensional lumber flamed residential construction except that roof joists were 2x6 members spaced at 24" typical, and roofing consisted of relatively light -weight standing seam metal roofing. Described solar panel locations and weights are essentially offset by these weight reducing framing/roofing characteristics with the net effect that loads with the solar panels closely parallels traditional framing/roofing applications. Proposed roof framing is adequate to perform its intended function with no modifications required for solar panel installations. NO WARRANTY, EXPRESSED OR IMPLIED, IS MADE OR INTENDED AND THE LIMIT OF LIABILITY SHALL BE LIMITED TO THE FEE PAID FOR THIS OPINION. NO FURTHER AGREEMENT SHALL BE MADE, ALTERED, OR VARIED EXCEPT BY WRITTEN INSTRUMENT. THIS REPORT IS INTENDED FOR THE SOLE USE OF THE CLIENT (ADDRESSEE) AND IS NOT TO BE USED BY ANY THIRD PARTY. Thank you for the opportunity to provide my professional engineering services. Please feel free to contact me if you have questions or need further assistance. CITY OF GRAPEVINE Sincerely, ,�`�o.®RELEASED FOR -0 E C r CONSTRUCTION Glenn Tracy, P.E..r..r.........:...a............® ip ♦ GLENN TRACY SH ........ RFL SE DOES NOT AUTHORIZE Y WORK IN CONFLICI � �F6 �5 io WITH THE BUILDING D B ZONING ORDINANCE cF ! s T E C� <P The seal appearingBE KEPT ON UN"L.. September 13, 20authorized y 11 TrRe-510% AT ALL T s_ I _.. INSPECTION DIVISIO i AMPLY TOCONSTRUCTION 'IC RfGHT-OF-WAY, OR ON PUK A.- (.;r -!At GES MUST BE. APPROVED. W AN A$oeua welos - swoop - smopulm 900SL X.L `uoIIloJJLD I S09L XZ `OutnadwD (lousajaul'pw Isod xonm O I ££ '�S sOI9oX sort L IZZ •::satPPV iaa[oid I f9Z `6 dos OuI ous ��zau� uo 1Z �OSL'N 71 uu aleQ uorsznag :6uzdmoD uo!jvj 7sul :amu iamolsnD z {�$ -- -- _z E5 0 j rcL e MUM Y� 0 1.. Z D U Ul . rz loxcJ.! (D Z5 0o $.- No CO 4c P z Cc CC 9c o t co CO co WMN cot Usi --- cfy lu Ul uj uj ( L _ _ -- _ rl O N O ;5 v'CdO ABigue Delos - sjoop - smopulm U01 .13nilsuoD m@N TS09L Xi'@UIA@deiD ,,doqSi;jauj 999T9L8 OOOZLEM70T :Cll IS3 *Is salqolj sol LTZZ I %a Ce. z 76 s q� 0 (IJ 4-J CU 0 lu E O w, C GO< 2 0 = m a) to 00 a u :T m f'� -c L-: .2 +, +j cu o :3 cB cu m Q_5 u E 76 s 4-J O 0 CU cu c 41 > O Ln CL 0 a) Y Q) c m > -0 a) 0 0 E w C E ww E W - u bn to < 0 m to o 4� 4� r c V) 2 No -0 9009L Xi'UOIIIOjjeo t 909L XJ'9U1AedejE) -MISOd GIMMCC :sse,ppv "IS sajqo2j sol L LZZ :ssajppv log (OJd L HOZ 'CZ unr :aje(] UOISIA9 'oul doqS A6J9u3:Auedwoo uoilellelsul U01511 AaSL.>l -.9wBN jawolsno 2 E O �� ca -6 :D E + c, Z) 0 D ? F5 k OD a) I, a) Op c c c c 0 cu -0 0 '0 4) (D D C) c 6 c 7. < 0 C: -0 < 8 U) CU C) 0 V) T IT CN CIO . Ct V -1 c, C, (I U) (5 Nr (5 0 (� 0 g < (D < -"� 9 c < C) 0 0 w V- 0 0 7Ej p= V y. IT IT < z m—�l co CO CN CN C\1 CO =wl) a) DD -0 z 2 0 0 P w a. C) ou N` � 9 z z 9 z 0LU toa 67i . to `m W MEc w CD75 2 2 tq (0) LE F- < w 20 510. 0 45 a O 0 QQ Nm -,zc1'co 0 C) CY) !-3 z � O0 U) 10 � O II Q &i z C) c) z O 0 03 The S -S -T Clamp The S -S -T clamp is specially developed to fit profiles having a "T" shaped seam configuration. It will also work on architectural "single -fold," or "angle -seam" profiles having a horizontal projection of 5/8" or less. Its two- piece design allows it to be easily installed anywhere along the length of the panel seam. he S -5-T is perfect for S-5!TM snow retention products and other heavy-duty applications. Installation is as simple as placing the clamp on the seam, positioning the insert piece, and tightening the patented round -point setscrews to the specified tension. Then, affix ancillary items using the bolt provided. Go to www.S-5.com/tools for information and tools available for properly attaching and tensioning S-5!TM clamps. The S -S -T Mini The S -5-T Mini is a medium -duty, non -penetrating seam JK,clamp. (A bit shorter than the S -5-T and having one setscrew rather than two.) The Mini is the choice for attaching all kinds of rooftop accessories: signs, walkways, satellite dishes, antennas, rooftop lighting, lightning protection systems, solar arrays, exhaust stack bracing, conduit, condensate lines, mechanical equipment—just about anything!* *S-5!TM Mini clamps can be used with RamGardO unitized snow guards, but are not compatible and should not be used with S-5!TM SnoRailTM/SnoFenceTM or ColorGardO snow retention systems. bi • S51TM Unprecedented Innovation Unmatched Quality Unbelievable Price 1.5" (38mm) �.95" (24mm) i M10 hole located 1/2" (13mm) from edge of part 2 (6mm) 75' 2" (19mm) (50mm) actual size 2„ (50mm) he S -5-T and S -5-T Mini clamps are each furnished with the hardware shown above. Each box also includes a bit tip for tightening setscrews using an electric screw gun. A structural aluminum attachment clamp, the S -5-T is compatible with most common metal roofing materials excluding copper. All included hardware is stainless steel. Please visit www.S-S.com for more information including CAD details, metallurgical compatibilities and specifications. The S -5-T clamp has been tested for load -to -failure results on a variety of "T" shaped standing seam roof profiles from leading manufacturers of panels. The independent lab test reports found on our website at www.S-5.Com Drove that S-5!TM holding strength is S-511" Warning! Please use this product responsibly! Products are protected by multiple U.S. and foreign patents. Visit the website at www.S-S.com for complete information on patents and trademarks. For maximum holding strength, setscrews should be tensioned and re-rensioned as the seam material compresses. Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel and between 130 and 150 inch pounds for all other metals and thinner gauges of steel. Consult the S-5!- website at www.S-5.com for published data regarding holding strength. Copyright 2008, Metal Roof Innovations, Ltd. S -5l'" products are patented by Metal Roof Innovations, Ltd version 080808 Distributed by Electrical Data Mechanical Data String Inverters SPR -5000m SPR -6000m SPR -7000m SPR -8000m SPR -5000m, SPR -6000m, AC Nominal Power 5000 W 6000 W 7000 W 7680 W @ 240 V SPR -7000m and SPR -8000m 8000 W @ 277 V AC Max Output Current (@ 208V, 24 A, 21A, 18A 29A, 25A, 22A 34A, 29A, 25A N/A, 32A, 29A Shipping Dimensions 240V, 277V): W x H x D (inches) 23.5" x 31.0" x 16.0" AC Nominal 183 - 229 V @ 208 V 183 - 229 V @ 208 V 183 - 229 V @ 208 V N /A @ 208 V Voltage / Range 211 - 264 V @ 240 V 211 - 264 V @ 240 V 211 - 264 V @ 240 V 211 - 264 V @ 240V 244-305V@277V 244 - 305 V @ 277 V 244-305V@277V 244 - 305 V @ 277 V Unit Dimensions AC Freq /Range 60 Hz / 59.3 Hz - 60 Hz / 59.3 Hz - 60 Hz J 59.3 Hz - 60 Hz / 59.3 Hz - W x H x D (inches) 18.4" x 24.1" x 9.5" 60.5 Hz 60.5 Hz 60.5 Hz 60.5 Hz Power Factor (Nominal) 0.99 0.99 0.99 0.99 141 lbs for SPR -5000m, Inverter Weight -6000m and -7000m / Peak Inverter 148 lbs for SPR -8000m Efficiency 96.8% 97.0% 97.1 % 96.5% CEC Weighted V @@0240 or Om, 148 lbs fand Efficiency 95.5% @ 240 V 95.5% @ 240 V 96.0% @ 240 V 96.0 V ShippingWeight 000m8 7000 95.5% @ 277 V 96.0% @ 277 V 96.0% @ 277 V 96.0% @ 277 V / 15216s for SPR -8000m Recommended Maximum PV Power 6250 W 7500 W 8750 W 10000W Forced Air/ Sealed (Module @STC) Cooling Electronics Enclosure DC Input Voltage Range 250 - 600 V 250 - 600 V 250 - 600 V 300 - 600 V Enclosure NEMA 3R Peak Power Tracking Voltage 250 - 480 V 250 - 480 V 250 - 480 V 300 - 480 V Wall Mount Mounting Bracket Standard DC Max. Input Current 27A 25A 30A 30A Ambient DC Voltage Ripple _ 4'0 4% 4% 4% -13 to +113 °F Temperature Range No. of Fused 4 d 4 4 String Inputs Power Consumption: Operation/Nighttime <7 W / 0.1 W Warranty and Certifications Topology Low frequency transformer Warranty 10 year limited warranty Fused DC Disconnect Standard; Complies with NEC Standards Compliance: IEEE -929, Configurable in the field with integrated grounding kit: Certifications IEEE -1547, UL 1741, Electrical Grounding SunPowerT1 Solar Panels: DC circuit positively grounded UL 1998, FCC SerengetiT, Solar Panels: DC circuit negatively grounded Part 15 A&B SPRtrt EFFICIENCY CUR `FS 18.4" 9.5„ 100 95 250 Ver 310V v 90 .�u 85 i 24. o .,P 80 75 70 i 0% 10% 20% 30% 40% 50% 601/ 701A 80° r 40°!, 1001/ % of rated output power.- ... ._.. About SunPower Founded in 1985, SunPower Corp. (Nasdaq: SPWRA, SPWRB) designs, manufactures and delivers the planet's most powerful solar technology. Residential, business, government and utility customers rely on the company's experience and proven results to maximize return on investment. SUNPOWER and tha SUNPOW- R hgo orn fradrrmorkso g��ter�dn�d�m�rk£�ts -,�,: -,, ,,,�,. sunpowercorp.com duly M SunPnw»r CtirFnraPrn. All fit.., rs<„vel Sp._ E,ati�n. ncl..:9rd (nth d �ashmrr* n ,_lr�r. t'a ch nv w.�hout .nPun, D-umont $ 001-16967 RWB The SunPower��m 230 Solar Panel provides today's highest efficiency and performance. Utilizing 72 all back -contact solar cells, the SunPower 230 delivers a total panel conversion efficiency of 18.5%. The panel's reduced voltage -temperature coefficient and exceptional low -light performance attributes provide outstanding energy delivery per peak power watt. SunPower's High Efficiency Advantage Thin Film Conventional SunPower SunPower E 18 Series E 19 Series c @us 11 —j Grounding Holes MM (IN) Electrical Data IN Curve Measured at Standard Test Conditions (STC): irrodionce of t 006W/m2, AM 1.5, and cell temperature 25° C Peak Power (+5/-3%) Pmax 230 W 7,0 Efficiency n 18.5% 6,0 Rated Voltage Vmpp 40.5 V 5,0 Rated Current Impp 5.68 A Q 4,0 `c ,£ Open Circuit Voltage Voc 48.2 V 3,0 L7W/n,2, Short Circuit Current Isc 6.05 A v 2,0 Maximum System Voltage UL 600 V 1,0 z 0,0; Temperature Coefficients Power (P) -0.38% / K 0 10 20 30 40 50 60 Voltage (Voc) -132.5mV / K � Voltage (V) Current (Isc) 3.5mA / K Current/voltage characteristics with dependence on irradiance and module temperature. NOCT 45' C +/-2a C Series Fuse Rating 20A Tested Operating Conditions Temperature -40a F to +185* F (-40a C to + 85' C) Mechanical Data Max load 113 psf 550kg/m2 (5400 Pa) front — e.g. snow; Solar Cells 72 SunPower all -back contact monocr stalline y 50 sf 245k p g/m2 (2400 Po) front and back — e.g. wind.. Front Glass High transmission tempered glass Impact Resistance Hail 1 in (25 mm) at 52mph (23 m/s) Junction Box IP -65 rated with 3 bypass diodes Warranties and Certifications Dimensions: 32 x 155 x 128 (mm) Output Cables 1000mm length cables / Multi(MC4) connectors Warranties _ 25 year limited power warrantyContact Frame Anodized aluminum alloy type 6063 (black) 10 year limited product warranty Weight 33.1 lbs. (15.0 kg) Certifications Tested to UL 1703. Class C Fire Rating Dimensions —j Grounding Holes MM (IN) SUNPOWER and the SUNPOWER logo are trademarks or registered trademarks of SunPower Corporation. sun powercorp.COm tJ- Fe6ruory 2010 SunPower Corporation. All rights reserved. Specifications included in this dataskeet are su6ject to change without notice. Document #00160680 Rev" / LTR EN � k F y � y SUNPOWER and the SUNPOWER logo are trademarks or registered trademarks of SunPower Corporation. sun powercorp.COm tJ- Fe6ruory 2010 SunPower Corporation. All rights reserved. Specifications included in this dataskeet are su6ject to change without notice. Document #00160680 Rev" / LTR EN Temporary gas has been requested for the purpose of constructior or remodeling, addition or • . -following •`- • • property. It is understood that this release -in no way authorize- occupan2y of the building. It is further understood that this tem release is • 1 •' period s' • •' - •II releases all claims that may occur through•'- or •• •- of type resulting from said gas power being turned off at the end of th- i day maximum time period. U1 • a I • !lVilmi• . DRESS: "-2 t 1 Cu c, F-aP.G;�-: 5 All 11is • �,. • NAME OF ADDRESS APPLICANT: CITY, STATE, ZIP: ism• INSPECTIONS FOR TEMPORARY GAS MUST BE REQUESTED AT •410-3010 C IGNATU : PRINT N E: UILDI OFFICIAL SIGNATURE: oAform\G-temp 10/12/00 Revised: 4/10/02 I N11-11 9 VWA I I W. -I ry, T4 CITY OF GRAPEVINE I• Temporary electricity been - • - • for purpose of • • remodeling, addition or • • to the following described • •s_ It is understood that this release in no way authorizes• •. of building. - understood - r • release is • r a thirty 0) day maximum time period and the undersigned releases all claims thatmay occur through accidents or spoilage of any type resulting from • electric power being turned off at the end of 1 •. y maximum time period. ADDRESS: PERMIT NUMBER: & 0 4 o 6 INSPECTIONS FOR TEMPORARY POWER MUST . REQUESTED 410-3010 IGNATURE: w f NAME OF APPLICANT: ADDRESS OF APPLI CITY, STATE, ZIP: TELEPHONE NUMBE INSPECTIONS FOR TEMPORARY POWER MUST . REQUESTED 410-3010 IGNATURE: w f CITY OF GRAPEVINE1D# 2200013 SERVICEWATER CUSTOMER INSPECTION TI I TE I, DATE: T / Z. BUILDING ADDRESS: 221-7 0 5 ca2,Le S SWIMMING POOL IRRIGATION PERMIT #:.1I ® o4o i PLUMBING 1 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 best of my knowledge, no cross connection exists at this address at the time of inspection. L: -2:S90 SIGNATURE OF INSPECTOR LICENSE NUMBER TITLE j 11� DATE INSPECTOR VAUGHN, INSPECTIONS PLUS, LLC Jimmy Vaughn, Owner Certified Residential and Commercial Energy Inspector 3606 W. Shady Shores Rd. Corinth, TX 76208 214-336-2903 Mobile 940497-3637 Fax 111 M-11,611 Ewir COMMENTS 3�f,, � e CITY PERMIT # INSPECTION DATE INSPCTOR PASS FAIL OK TO CALL FOR PROCEED REINSPECTION SITE ADDRESS INSPECTION INSPECTION NUMBER TYPE SUBDIVISION / PRO.IE TNA 1NSP1K(;Tf0N INSPECTION NUMBER TYPE CITY INSPECTION INSPECTION NUMBER TYPE CLIENY INSPECTION -'INSPECTION NUMBER jj{!TYPE COMMENTS 3�f,, � e CITY PERMIT # INSPECTION DATE INSPCTOR Apr 03 12 03:04p PROTECTION AGAINST TERMITES PERMIT NO. 040/ ADDRESS: P- P 1 -7 1- ItI11141114 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): Address: 0fl 3 -3 2-3 Phone No.: P3 i.1— 4 b [a —c)3oS— --- State License No.: & 'I I fl) STATE OF TEXAS COUNTY OF p.1 1, — 6.0 i 'R Lt-, 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 � knows and belief. , - — Signature bate Subscribed and sworn to before me this 1� d'ayof 0-hij 20_ LI_. A.D. Notary Pub' in and for the State of Texas OAFORMSIDS CONTPACTOR FORM&TERMITE PROTECTION.doc 0907 H&A Engineers, Inc. City of Grapevine P.O. Box 95104 Grapevine, Texas 76099 Attn: Building Inspection Department Re: New residence at 2217 Los Robles Drive Grapevine, Texas Pre -Pour Pier Inspection Foundation Drawing: By H&A Engineers, Inc., dated October 13, 2010. JUI- 1 2011 April 26, 2011 Please be aware, that the rotary drilled concrete piers for the new residence at the above referenced site, were visually inspected by a representative of this office, on April 15, 2011. The elements of the foundation pier system that were inspected included pier sizing; pier depth, pier location, and pier reinforcement. The foundation piers were approved for casting at that time. I trust this information is of assistance to you. MM Jay Hansen, P.E. H & A Engineers, Inc. JLH/dIh cc. Builder R 22�:� MM_ 8713W Bedford -Euless Road - Hurst, Texas 76053 - Metro 817-268-8621 - Fax 817-616-0631 Mailimi Ad& ss: 1-A Box 1;:1;51 Irvin-, TX 75015-4551 September 13, 2011 Kasey Ligon 2217 Los Robles Grapevine, TX 76051 GLENN TRACY, P.E. Consulting Engineer Firm Registration # F-002575 972) 254-4873 Office? & Re: Engineering Structural Review And Analysis: Roof Valley Framing 2217 Los Robles Grapevine, TX 76051 GT Project 2011041 Dear Kasey: Offiec Addrens- 1400 kN . lrcin Blvd, Suit, J04 i, ink;, `rX 75061 An engineering review of completed roof framing has been performed followed by this summary report. The purpose of the analysis was to evaluate framing at a specific roof valley intersection for load support adequacy under anticipated reasonable service loads. The analysis was authorized by you and was requested for City building permit approval. Reviewed roof construction was consistent with typical dimensional lumber framed residential construction except that roof joists were 2x6 members at 24" typical spacing, roofing consisted of relatively light -weight standing seam metal roofing, and two 2x6 dimensional lumber elements were laid flat over the roof joists to directly support the approximate 16' long full length of the valley. These valley supporting framing elements are adequate to span the 24" distance between the approximately five feet spanning supporting roof joists. Proposed roof framing is adequate to perform its intended function with no modifications required at the reviewed valley. Thank you for the opportunity to provide my professional engineering services. Please feel free to contact me if you have questions or need further assistance. Sincerely, Glenn Tracy, P.E. Lf N J T R a C Y ................................. K 6b285 ' c� jo e seal appearing on this document 1 C^•� was authorized by Glenn Tracy, P.E., s I `�C'7�� on September 13, 2011. a®._ UW.L Engineering Structural Review And Analysis: Solar Panel Roof Installation September 13, 2011 (4/ T?011)_ Chuck Sellers - Ligon Residence Pier Pre Pour.pdf Page 1 Attn: Building Inspection Department Re: New residence at 2217 Los Robles Drive Grapevine, Texas Pre -Pour Pier Inspection Foundation Drawing: By H&A Engineers, Inc., dated October 13, 2010. April 26, 2011 Please be aware, that the rotary drilled concrete piers for the new residence at the above referenced site, were visually inspected by a representative of this office, on April 15, 2011. The elements of the foundation pier system that were inspected included pier sizing; pier depth, pier location, and pier reinforcement. The foundation piers were approved for casting at that time. I trust this information is of assistance to you. Regards, Jay Hansen, P. E. H & A Engineers, Inc, 46402 k JLH/dlh 01 cc. Builder 8713 NV. Bedford -Euless Road - Hurst, Texas 76053 - Metro 817-268-8621 - Fax 817-616-0631 FORMS SURVEY LOS ROBLES (50' R.O.W.) 2217 Las Robles Drive 5/S" I.R.F. 0.45' A= 01'4955" 10 81 N 44°04' W OF P P. CDR. R= 450.72'; L= 14.41' Chd.= N 63'58'17" E "-1 A= 32000'00 pavement R= 286.56'- L= 160.04' T.O.P= Ch d. = N 79 °03'20" E — 157.9 104.71 2�„ C.M. S 74°33 �9, 5/8„ I.R.F. 0— C M. - 90d NAIL FND. AT NW COR. LOT 6 30' BLDG. LINE -- — (SCALED PER PLAT) , 29 a PN in %,Z- T.O.F. EL.= 'Co. 100.00 2217 Los Robles Drive M 40.0' ' -1 'k Forms T.O.F. EL.= 00 e-. t 100.00 Lot 6 T.O.F. EL. - 97.70' L=97.70' 1.4' 53.7' 1.4' kg 6 E.5 Lot 5 O 1.4'14' Block 3 O 14.9' 113.0' d 40.2' 0 Z d- �r Q) Forms 10 T.O.F. EL= 93.25' 14.9' 1 40.2' 1 113.1' 26.5' 17.7' L0 N N W O O d SCALE 1" = 30' Lot 4 I.R.S. 1 1 o o I.R.S. S 89`57'00" W 168.08' s 00 11 03'00" E ; 15' ALLEY 15.00' ; 5/8" C.I.R.F. "TED HARP" Lot 1, Block 1 of Memorial Baptist Church Addition Cab. A, S1. 2486 PROPERTY DESCRIPTION: Lot 5, Block A, of Los Robles Estates, Section One, an Addition to the City of Grapevine, Tarrant County, Texas, according to the Plat thereof recorded in Volume 388-38, Page 69, of the Plat Records of Tarrant L unty, Texas. EGEND - C.M.= Controlling Monument; F.I.R.= Found Iron Rod; F.LP= Found Iron Pipe; FLOOD NOTE: It is my opinion that the property described hereon is not within the 100-year.C.P = Fence Corner Post. OHE�verhead Electric. SS.R.= Set Iron Rods 112" diameter with flood zone area according to the Federal Emergency Management Agency Flood Insurance Rate ellow cap stamped "Arthur Surveying Company". All found iron rods are 1/2" diameter unless Map Community -Panel No. 480598 0115 K, present effective date ofmap, September 25, 2009, therwise noted (fence 1 CE fence post) -ori - (overhead power) herein property situated within Zone "X" (Unshaded). Date: 04-06-11 Note: o This survey was prepared without the benefit of a title ASC No. 110424 search, therefore no search of recorded easements was performed on subject property. The purpose of the survey Drawn/Chk SVIDVWTM is to locate forms on shown property, therefore all other improvements may not be shown. t`�© Client William Peek c& Assoc. o The bearings shown hereon are based on the above' referenced recorded map or plat unless otherwise noted.f a0 G.F. No. r Elevations shown are relative to this site,t �. rar l 5 02 hro&sshur Surveying Co., Inc. y t bnal Land Surveycitzss b 105 West Main Street z so Lewisville, Texas 75057 4- P.O.Box 54 - Le�nsville, Texas 75067 Ph. 972-221-1424'' Office: (972) 221-9439 Fax: (972) 221-4671- Fax 21-4675Fax 972-221-0388 Established 1966 Ni =I /low o�Foi 0 YN a 17 /n,5 f.d. SW IR wirry L-5997 S65-39WWS00r L -WW SURVEY PLAT L= 160.05' R=286.56' CB=N 78'09'36" E C= 157.97' n� =3 ' 2*00'00" Robles rive (W ROW) If I A L=14.41' R=450.72' CB=N 63*04'33" E C=14.41' 'L=01 °49'55" J-I�t'-' t C� BLOCKAW lot qf 0.82 Acres Dante G. Venaziale Volume 5551, Page 554 DRTCT 2-5" 8, Aw rn Lot 4 ----------------- Z Uiis survey copy on Zf' 1 0 'F drakwe & utwity easement (y.p.�e 1304. Pp. Mj ORTCY) 0-T, 0 i Stz S 89°03'16" W 168.08' C, Memorial BaChurch Addition Cal l A Slide 2846 f Lot 61 A L=14.41' R=450.72' CB=N 63*04'33" E C=14.41' 'L=01 °49'55" J-I�t'-' t C� BLOCKAW lot qf 0.82 Acres Dante G. Venaziale Volume 5551, Page 554 DRTCT 2-5" uV 8, Aw rn Lot 4 ----------------- Uiis survey copy on Zf' 1 0 'F drakwe & utwity easement (y.p.�e 1304. Pp. Mj ORTCY) 0-T, IL 'z19-5 i S 89°03'16" W 168.08' ;- =1- IR Memorial BaChurch Addition Cal l A Slide 2846 PRTCT uV 8, Aw rn Lot 4 The undersigned reviewed and ac( Uiis survey copy on Zf' 1 0 IL 'z19-5 5693 ;- =1- IR ZI Y- 1,670 I EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS.,)V_ 2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. 3. MAINTAIN CURRENT DRAINAGE PATTERN. 2 4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. All Asa all -It v e -v, 4-e%9fou,»oe fvru_, A ell n Hunt 2217 Los Robles Dr Pe 1 From: Allen Hunt To: Subject: 2217 Los Robles Dr. Kasey, I have a few questions for you on the house plans, do you know what the actual elevation for the finished floor is? The engineer has it at appx. 100'. Although the elevations can and do differ greatly in Grapevine, the typical elevation we are looking for, especially anywhere near a possible flood plain is 572'. Is the garage floor level lower than the rest of the house? It appears by the structural plans to be appx. 28" difference ... I do not see a mechanism for the change such as steps or ramp. Although the single plate, (Advanced framin�modis permissible by code for this plan, it does require metal strapping that is missing from the dra-A.-have noted this on the plan copy for the city at this point and will transfer the note to t py given your contractor it would be best to have this detail added to the plans by your designer. If you have any questions, please call me. Thank you, Allen Hunt Plans Examiner, City of Grapevine. (817) 410-3129 Allen Hunt 2217 Los Robles Dr Paae 1 From: Allen Hunt To: Subject: 2217 Los Robles Dr kasey, I apologize to have not looked ahead, the plans I was reviewing, first set, are not the ones that were to be submitted for permitting. Along with the questions I asked, I need another set of the Architectural plans for review. One added question or task, are the headrs goin o be engineered? Along with the structural beams, the engineered headers would need to be ub ' ted before the farming is done for approval. There are header spans on the plans that are within to rance to the code span charts but we are looking at double to triple 2"x8" through triple 2"x12" header a then engineered headers or beams for the larger spans. Thank you, Allen hunt plans Examiner, City of Grapevine. (817) 410-3129 tr% 4 DEMILEC (USA) LLC. JUN P&Lnmmw Srstrnr ililwUhacy R July 17, 2008 To whom it may concern: One of the principal advantages of the closed or unvented attic assembly is the thermal envelope of the dwelling is moved from the attic floor to the roof deck. By moving the thermal envelope to the roof deck the envelope can be sealed much more securely allowing the ceiling components that normally leak air into an uncontrolled air space to now be within the thermal envelope. Another advantage of the unvented attic assembly is that all mechanical systems and ducts are now placed inside the thermal envelope so any leakage is not wasted to the outside and allowing the Systems to operate in a less hostile temperature. The concept does not require the attic to be heated or cooled directly, but rather by temperature diffusion through the ceiling and by the leakage of air from the mechanical system and ceiling openings; i.e., recessed lights, we attachment 1. The attic temperatures of unvented attics has been monitored for well over a decade and the resultant delta between the living area and the attic is nomWly within 5° to 101 of the conditioned living space. The 2006 international Residential Code, Section 8806.4, paragraph 4 requires sufficient air impermeable insulation to maintain an average temperature of 45° F on the bottom of the insulation, see attachment 1. The Air Conditioning Contractors of America, Manual J, Residential Coad Calculations, Eight Edition, Version Two has recognized the benefits of the unvented attic assembly for energy efficiency and has incorporated a table reflecting design temperatures to be used in designing duct systems in the attic Table 4C on page 351 reflects a design temperature range inside the unvented attic assembly from 57°F to 81°F with the outside temperature ranging from -20°F to 115°F, see attachment 2. The only manner in which sprinkler pipes could freeze would be for the sustained exterior temperature to be well below freezing and all heat is lost inside the dwelling for several days. The sprinkler pipes would not freeze any quicker than the normal plumbing inside the structure. Charles Waggoner Product Engineer 2 Attachments: 1. 2006 IRC, Sec MA with commentary 2. ACCA Manual J, 8* ed, ver 2 40 2925 GAUEFm Dfm # ARLINGTON, Tx. 76011 • PHONE: (817) 640-4900 • FAx: (817) 633-2000 Web site: http://www.demoecuso.com boy/sealmtlon5fflxam • E-mail: ANWANNO LIOZ—SZ—VO 90:Z£:Gl }sal ILL6 The provisions of this section can be applied to any attic area which Is In compliance wlth#hts section. The attic is a traditional attic space, with the exception that It need not be ventilated and it will not get as trot or as cold as an attic that is opsrn to the exterim 1t is very Important that all ole Mlrr* 116ted condi- tions be reviewed and consld9 fo'r'each building that uses the pm*lons of thts.seolon. Item 1, which applies to all pf po zQnse, prohibits the Installation of a vapor retarde 'wlorq it Is typically Installed at the ceiling level (attic oar) of a.traditional ventilated attic. This assures that no barrier Is Installed which would separate the conditioned attic area from the remaining portion of the home. This requirement gives the attic space a limited potentle'I t6 dry Into the space beneath the antic so that small amounts of ex- cess moisture can be removed rojn the aft. A sheet of potyurethane film or any materfal with 0i fol( film fac- ing are examples of vapor b6rderi that are not permit- ted on the attic Boat s Item 21s one of the main provisions of this section .and Is applicable to virtually every climate zone. The requirement for an salr4mpeffindableAftsulation will assure that air and themola e Oug it 6witotntaln will not pass through the Insulatidd 16 reach a Quint where It could condense because df:d* temparhtilre. This Kom specifies that air -Impermeable insulation be in di- rect contact with the Interior side of the roof deck. Mr-Impahneable Insulation pnts th int of moist air that comes in as lnfi on th rpof Into the Interior -of the attic. For this se ,'al meable material could be taken as a matedol that has an air permanence of 0,02 Us -m2 (at 75 Pa pregsure) of teas. Expanding spray foams and Insulated 1hpath- Ing (hard4oam sheathing board) are common types of air -impermeable Insulation. When using t sultited sheathing, attention to the details ofcompletir air sealing is required as the sheathing is ins*WIj81l the roof. Fiberglass and cellulose are common types of &-permeable Insulation. Alr4mpemreabte-tnsulation Is not required In dry southem climates (28 anti SP) because the air Is dryer in these dry climates ; Item $ cpntahs special requirements whichap��y to two types of shingle roofs When the home Is(;eit In a warm humid location. See Table N1101 2A 7orallst of the -counties and territories that are considefed is being wartn and humid. Asphalt shingles require a va-_ por retarder between the shingles *and the roof dock Ing. Wood shakes and shingles require a venteq space under them to allow the woof to dry after It Pas wet from ram. Item 4, which is applicable in the more norihem zones, requires sufildent Insulation to keep molsturb from condenslng on the scondenairg surface' InOde the gado In "average conditions., The Insulation works to prevent condensation by keeping the condensing surface above the temperature where condensation will occur, Email am** of condensation may occa� slonstly .occur at rwre.extreme conditions; however, 2006 JNTERNATIONAL RENDMIAL CODe COMMERrARY. thisas not a concern. The condensing surface Is the In- terlor side of the roof deck for alr-permeable insulation (see Item 2 exception for Climate Zones 28 and 38) and the interior of the insulation for air4mpsrmeable Insulation. The condensing surfaces differ because attic air can circulate through air -permeable insulation to contact the roof dock but can get only to'the Interior of alr4mble Insulation. Mote at the insulation required by Item 4 may be more or less then the insulation required for energy of, ficlency In Chapter 11.1f the amount of insulation re- quked by Item 4 varies from the amount specified iii Chapter 11, the .provisions of Section R102.1 would apply, and the higher Insulation value would be quired. The Insulation provided to comply with Bern 4 may be considered as oontritwting to the Insulation re- quired In Chapter 11 (See Section N1102.1.1). it is Important to realize that this section cannot be viewed as modfying it eliminating recprtrements found elsewhere In the code. Examples of sections which siitl ailed these attic arm Include Sections 8314, 8318, R807, RN8, N1102A d others. Because the Insulation typically used with this pr9* slon Is some type of foam Plastic, the requirements at Section 8314 must be applied. The provisions of Seo- tion R806A do not In any way modify or ellminate'the requirements for a thermal barrier (Section R314.4) or protection from Ignition (Section R314.5.3). See the commentary for Sections R314 and 8316 for a cam piete discussion regarding these requimments and the options available. Duces In this unvented a* qon- strucWn would be considered as being insk6 the building thermal envelope and would not require Insu- lation (Section N1103.2.1). The provisions of this section consider the attic as- sembly as a "conditioned" space; there Is no require- ment for the space to be provided with conditioned alt supply. The attic space is considered indirectly condi- toned because of omission of the air batrler, Insula- tion at the ceiling and leakage around the attic access opening." Although the IRC does contain a definition for conditioned space, the definition Is not directly ap- plIcable to 'Conditioned attic assembilss' prescribed in this section. The definition is applicable only Yon en- ergy purposes' and "for mechanical purposes," An at- dc attic assembly complying with Section R808.4 *01 den-* erally fall within the temperature ranges specified In the definition. I The. key copoapt of this section Is to move the ther- mal envelope (insulation) above the attic, resultltip In the attic ging in a conditioned (or somstirnes gemk3ondttloned).spaoe. Direct air supply to the attic Is not required If the aft floor is not Insulated; the attic temperature would be similar to Interior conditioned spaces. Ducts and/or HVAC equipment In the attic also help moderate the attic conditions. 4 LM tr/ E L LOZ—SZ—VO 6S :Z£:trL xsax L L L L Table 4C Table 4C Approximate Ambient Temperature in Selected Spaces Encapsulated Attic: Attic space roof and gable ends sprayed with R-tg insulating foam. Attic space sealed (no vents, infiltration 0.15 ACH or less). Attic floor is uninsulated plasterboard (ceiling of conditioned space below the attic). Ambient Temperature in Unconditioned Space Encapsulated Attic Winter Table 1A Heating i ng Drybuib {°F) .20 0 20 40 57°F----` 81°F tie°F fib°F Summer Table 1A Cooling Drybutb (°F) 96 105 115 781F791F 80°F 81°F Detall Used for Encapsulated Attic Estimate Attie: Attic floor area: 40 Ft I Partition cellfng wide x 60 Ft long Load area = 2,400 SgFt Ridge height = 8 Ft Gable wall Insulation- R-19 R -value of insulation: No insulation Gage wall finish: Brick, siding or stucco Finish: Plaster board Ceiling type: Below encapsulated attic Attic roof: Dark asphalt shingles Attic roof insulation: R-19 Attic floor: See partition ceiling Winter ACH = 0.15 Summer ACH = 0,15 Dud system regain: None Attic will be slightly warmer (winter) or cooler (summer) if foam Insulation R -value is greater than R-19 Attic will be cooler (winter) or warmer (summer) or if infiltration rate Is greater than 0.15 ACH. 351 171D LLOZ—SZ—tr0 Ltr:££:tri lsal LLLI 9 " N W 1 L=160.05' R=286.56' CB=N 78°09'36" E C=157.97' L.1=32°00'00" \ Los Rodes Drive (50' ROW) asphalt--- CM sphalt_ „..,,. CM set 112" IR water n fnd. 518" IR meter e(cepped'5693") L=59.92' S 65'39'36"W 50.00' L=85.50' Lot 6 L=14.41' R=450.72' CB=N 63°04'33" E C=14.41' A=01'49'55" m � � / l concrete �0 Zp3 drive building itne 'r from Plat) 3� 2217 Los Robles Drive .6- Z two story brick 0 51.2' s" residence .14p"6.25� A online X,6.2.1 a 7. concrete drive prtaopnkane abandoned & vacated alley (Volume 13634, Page 443 DRTCT) BLOCK A Lot 5 0.82 Acres Dante G. Veneziale Volume 5551, Page 554 DRTCT 23.5' 23.6' Jal building 'a foundation — ._.—. _.._.—._.—,—.—.—._.—._.—._ • 15' drainage & utility easement 0.7, (Volume 13634, Page 443 DRTCT) 0.3'- set 5698) - S 89°03'16" W 168.08' ppow r ppeMemorial Baptist Church Addition (`yr -1 Cabinet A, Slide 2846 PRTCT OW - 112" IR 56'5693..) Lot 4 W The unders gne aid ceepted this survey c©py tj z_ 403 Jim Wright Freeway L I S South, Ste. 150 White Settlement, Tx 76108 Phone: 817-246-5900 LIS Survey Technologies Corporation Fax: 817-246-5959 scale: 1"=30' date: 23 January 09 drawn: MC checked: MC client: Stellar Title Services GF No. STS0901021-PR JCN: 50300709 PROPERTY ADDRESS 2217 Los Robles Drive; City of Grapevine, Tarrant County, Texas. Property Description Situated in the State of Texas, the County of Tarrant and the City of Grapevine, being all of Lot 5, Block A of Los Robles Estates, Section One, an addition to the City of Grapevine, Tarrant County, Texas, according to the plat thereof recorded in Volume 388-38, Page 69 of the Plat Records of Tarrant County, Texas, being part of a 15 foot alley abandoned and vacated by the City of Grapevine In Ordinance No. 99-12, dated January 19, 1999, filed January 29, 1999, and recorded in Volume 13634, Page 443 of the Deed Records of Tarrant County, Texas, being all of a tract of land conveyed to Dante G. Veneziale by deed recorded in Volume 5551, Page 554 of the Deed Records of Tarrant County, Texas and these premises being more particularly described as follows: Beginning at a 112 inch iron rod capped "5693" set in the south right-of-way line of Los Robles Drive, marking the northwest corner of Lot 4, Block A of said Los Robles Estates, Section One, the northeast corner of said Lot 5 and the northeast corner of said premises; Thence with the west line of said Lot 4 and the east line of said premises, South 00°56'44" East, 238.54 feet to a 112 inch iron rod capped "5693" set in the north line of Memorial Baptist Church Addition, an addition to the City of Grapevine, Tarrant County, Texas, according to the plat thereof recorded in Cabinet A, Slide 2846 of the Plat Records of Tarrant County, Texas, marking the southeast comer of said premises; Thence with the north line of said Memorial Baptist Church Addition and the south line of said premises, South 89°03'16" West, 168.08 feet to a 112 inch iron rod capped "5693' set marking the southwest corner of said premises; Thence with the east line of Lot 6, Block A of said Los Robles Estates, Section One and the west line of said premises, North 00°5644" West, 202.37 feet to a 112 inch iron rod capped "5693" set in the south right -of --way line of Los Robles Drive, marking the northeast comer of said Lot 6, the northwest corner of said premises and the beginning of a curve to the left; Thence with said south right-of-way line, the north line of said premises and said curve to the left having a radius of 286.56 feet, a central angle of 32°00'00", an arc distance of 160.05 feet and a chord bearing and distance of North 78°09'36" East, 157.97 feet to a 518 inch iron rod found marking the beginning of a curve to the right: Thence with said south right-of-way line, the north line of said premises and said curve to the right having a radius of 450.72 feet, a central angle of 01'49'55", an arc distance of 14.41 feet and a chord bearing and distance of North 63°04'33" East, 14.41 feet to the Point of Beginning and containing 0.82 acres of land, more or less. By NOTES: (1) The basis of bearings for this survey was established from the State Plane Coordinate System of 1983. TNCZ. (2) (CM) = Controlling monument. (3) Surveyor's signature will appear in red ink on original copies. (4) No part of the subject property lies within a Special Flood Hazard Area inundated by 100 flood P-clJl ,F �� • G S T * rl -year per Map Number 4843900215 H of the F.E.M.A. Flood Insurance Rate Maps for j E 4z-� (r�.a Tarrant County, Texas and Incorporated Areas dated August 2, 1995 (Zone X). Flood determination is based on scaling dimensions from aforesaid map and not actual field • measurement. This statement does not imply that flooding cannot or will not occur due to natural or — • — •+•�++••••••••••.••.....d..+. MICHAEL C UZ ZO man-made causes. The foregoing flood statement shall not implyfincur liability on the part of the surveyor signed below. (5) Unless otherwise noted, subject property is affected by any and ... ......................... 69 all notes, details, easements and other matters that are shown on or as part of the recorded plat and/or set .d "5693") IR (capped"5 fy Q� as part of the title commitment provided. l9 �FE S �© SURAE ` SURVEYOR'S CERTIFICATION I hereby certify that a survey was made on the ground within the normal standards of procedure for Registered Professional Land Surveyors practicing within the State of Texas. I find the plat shown hereon is a true, correct and accurate representation of the boundaries for the subject property and the location, type of structures and visible improvements shown hereon. CM set 1!2" IR ' fnd. 5/8" IR (aPPed'5693") L=59.92' S 65°39'36" W 50.00' L=85.50' SURVEY PLAT L=160.05' R=286.56' CB=N 78°09'36" E C=157.97' ,�,=32°00'00" Los Robles Drive (50' ROW) asphalt water n. meter Lot 6 Ila 0.7'. M L=14.41' R=450.72' CB=N 63°04'33" E C=14.41' A=01 °49'55" Gt�¢ h)B tna' a 1Q 283 — (scaled frotat) 10 G m P � � 1? 0 2217 Los Robles Drive two story brick residence R'Lfl D concrete drive propane tank - abandoned & vacated alley (Volume 13634, Page 443 DRTCT) au, 23.5' 23.6' BLOCK A Lot 5 0.82 Acres Dante G. Veneziale Volume 5559, Page 554 DRTCT 2.5', I C C'. tal building foundation _._._.a.�.------ _._._._._ �- 15drainage & utility easement 0,7, (Volume 13634. Page 443 DRTCT) 0.3', set 1/2" IR S 89003'16" W 168.08' power (capped '5693') po e{ty{ .1 Memorial Baptist Church Addition Cabinet A, Slide 2846 PRTCT T Q C) CT �P M N) CA) 00 Ch 1/2" IR ed "5693") Lot 4 The undeiS gnec revie4 ed-ne accepted this survey copy on, V PA, -r— set 1/2" IR [capped "5593') 403 Jim Wright Freeway L I S South, Ste. 150 White Settlement, Tx 76108 Phone: 817-246-5900 LIS Survey Technologies Corporation Fax: 817.246-5959 scale: 1"=30' date: 23 January 09 drawn: MC checked: MC client: Stellar Title Services GF No. STS0901021-PR JCN: 50300709 PROPERTY ADDRESS 2217 Los Robles Drive; City of Grapevine, Tarrant County, Texas. Property Description Situated in the State of Texas, the County of Tarrant and the City of Grapevine, being all of Lot 5, Block A of Los Robles Estates, Section One, an addition to the City of Grapevine, Tarrant County, Texas, according to the plat thereof recorded in Volume 388-38, Page 69 of the Plat Records of Tarrant County, Texas, being part of a 15 foot alley abandoned and vacated by the City of Grapevine In Ordinance No, 99-12, dated January 19, 1999, flied January 29, 1999, and recorded In Volume 13634, Page 443 of the Deed Records of Tarrant County, Texas, being all of a tract of land conveyed to Dante G. Veneziale by deed recorded in Volume 5551, Page 554 of the Deed Records of Tarrant County, Texas and these premises being more particularly described as follows: Beginning at a 1/2 inch iron rod capped "5693" set in the south right-of-way line of Los Robles Drive, marking the northwest corner of Lot 4, Block A of said Los Robles Estates, Section One, the northeast corner of said Lot 5 and the northeast corner of said premises; Thence with the west line of said Lot 4 and the east line of said premises, South 00°5644" East, 238.54 feet to a 1/2 inch iron rod capped "5693" set in the north One of Memorial Baptist Church Addition, an addition to the City of Grapevine, Tarrant County, Texas, according to the plat thereof recorded in Cabinet A, Slide 2846 of the Plat Records of Tarrant County, Texas, marking the southeast comer of said premises; Thence with the north line of said Memorial Baptist Church Addition and the south One of said premises, South 89°03'16" West, 168.08 feet to a 1/2 inch iron rod capped "5693" set marking the southwest corner of said premises; Thence with the east line of Lot 6, Block A of said Los Robles Estates, Section One and the west line of said premises, North 00"56'44" West, 202.37 feet to a 1/2 inch iron rod capped "5693" set in the south right-of-way line of Los Robles Drive, marking the northeast comer of said Lot 6, the northwest corner of said premises and the beginning of a curve to the left; Thence with said south right-of-way line, the north line of said premises and said curve to the left having a radius of 286.56 feet, a central angle of 32°00'00", an arc distance of 160.05 feet and a chord bearing and distance of North 78°09'36" East, 157.97 feet to a 5/8 inch iron rod found marking the beginning of a curve to the right: Thence with said south right-of-way line, the north line of said premises and said curve to the right having a radius of 450.72 feet, a central angle of 01 °49'55", an arc distance of 14.41 feet and a chord bearing and distance of North 63°04'33" East, 14.41 feet to the Point of Beginning and containing 0.82 acres of land, more or less, concrete drive Z ink on original copies. (4) No part of the subject property lies within a Special Flood Hazard Area inundated by 100 flood C) Ca 51.2' 0 for Tarrant County, Texas and Incorporated Areas dated August 2, 1995 (Zone X). Flood determination is based on scaling dimensions 03 from aforesaid map and not actual field measurement, This statement does imply ••�•�..... ••••••.•••....... not that flooding cannot or will not occur due to natural or man-made causes. The foregoing flood statement shall not impiyfincur liability on the of the MICHAEL C UZZO•.o ...56g part surveyor signed below. (5) Unless otherwise noted, subject property is affected by any and all notes, details, easements and other matters that are shown on or as the -P_ part of recorded plat andlor as part of the title commitment provided. •Oy.f S S `�? 4 E X362.5" SUI; was made on the ground within the normal standards of procedure for CD Registered Professional Land Surveyors practicing within the State of Texas. I find the plat shown N r the location, type of structures and visible improvements shown hereon. Lot 6 Ila 0.7'. M L=14.41' R=450.72' CB=N 63°04'33" E C=14.41' A=01 °49'55" Gt�¢ h)B tna' a 1Q 283 — (scaled frotat) 10 G m P � � 1? 0 2217 Los Robles Drive two story brick residence R'Lfl D concrete drive propane tank - abandoned & vacated alley (Volume 13634, Page 443 DRTCT) au, 23.5' 23.6' BLOCK A Lot 5 0.82 Acres Dante G. Veneziale Volume 5559, Page 554 DRTCT 2.5', I C C'. tal building foundation _._._.a.�.------ _._._._._ �- 15drainage & utility easement 0,7, (Volume 13634. Page 443 DRTCT) 0.3', set 1/2" IR S 89003'16" W 168.08' power (capped '5693') po e{ty{ .1 Memorial Baptist Church Addition Cabinet A, Slide 2846 PRTCT T Q C) CT �P M N) CA) 00 Ch 1/2" IR ed "5693") Lot 4 The undeiS gnec revie4 ed-ne accepted this survey copy on, V PA, -r— set 1/2" IR [capped "5593') 403 Jim Wright Freeway L I S South, Ste. 150 White Settlement, Tx 76108 Phone: 817-246-5900 LIS Survey Technologies Corporation Fax: 817.246-5959 scale: 1"=30' date: 23 January 09 drawn: MC checked: MC client: Stellar Title Services GF No. STS0901021-PR JCN: 50300709 PROPERTY ADDRESS 2217 Los Robles Drive; City of Grapevine, Tarrant County, Texas. Property Description Situated in the State of Texas, the County of Tarrant and the City of Grapevine, being all of Lot 5, Block A of Los Robles Estates, Section One, an addition to the City of Grapevine, Tarrant County, Texas, according to the plat thereof recorded in Volume 388-38, Page 69 of the Plat Records of Tarrant County, Texas, being part of a 15 foot alley abandoned and vacated by the City of Grapevine In Ordinance No, 99-12, dated January 19, 1999, flied January 29, 1999, and recorded In Volume 13634, Page 443 of the Deed Records of Tarrant County, Texas, being all of a tract of land conveyed to Dante G. Veneziale by deed recorded in Volume 5551, Page 554 of the Deed Records of Tarrant County, Texas and these premises being more particularly described as follows: Beginning at a 1/2 inch iron rod capped "5693" set in the south right-of-way line of Los Robles Drive, marking the northwest corner of Lot 4, Block A of said Los Robles Estates, Section One, the northeast corner of said Lot 5 and the northeast corner of said premises; Thence with the west line of said Lot 4 and the east line of said premises, South 00°5644" East, 238.54 feet to a 1/2 inch iron rod capped "5693" set in the north One of Memorial Baptist Church Addition, an addition to the City of Grapevine, Tarrant County, Texas, according to the plat thereof recorded in Cabinet A, Slide 2846 of the Plat Records of Tarrant County, Texas, marking the southeast comer of said premises; Thence with the north line of said Memorial Baptist Church Addition and the south One of said premises, South 89°03'16" West, 168.08 feet to a 1/2 inch iron rod capped "5693" set marking the southwest corner of said premises; Thence with the east line of Lot 6, Block A of said Los Robles Estates, Section One and the west line of said premises, North 00"56'44" West, 202.37 feet to a 1/2 inch iron rod capped "5693" set in the south right-of-way line of Los Robles Drive, marking the northeast comer of said Lot 6, the northwest corner of said premises and the beginning of a curve to the left; Thence with said south right-of-way line, the north line of said premises and said curve to the left having a radius of 286.56 feet, a central angle of 32°00'00", an arc distance of 160.05 feet and a chord bearing and distance of North 78°09'36" East, 157.97 feet to a 5/8 inch iron rod found marking the beginning of a curve to the right: Thence with said south right-of-way line, the north line of said premises and said curve to the right having a radius of 450.72 feet, a central angle of 01 °49'55", an arc distance of 14.41 feet and a chord bearing and distance of North 63°04'33" East, 14.41 feet to the Point of Beginning and containing 0.82 acres of land, more or less, NOTES: (1) The basis of bearings for this survey was established from the State Plane Coordinate System of 1983, TNCZ, (2) (CM) = Controlling monument. (3) Surveyors signature will appear in OFred ink on original copies. (4) No part of the subject property lies within a Special Flood Hazard Area inundated by 100 flood -year per Map Number 4843900215 H of the F.E.M.A. Flood Insurance Rate Maps Fes.• for Tarrant County, Texas and Incorporated Areas dated August 2, 1995 (Zone X). Flood determination is based on scaling dimensions • from aforesaid map and not actual field measurement, This statement does imply ••�•�..... ••••••.•••....... not that flooding cannot or will not occur due to natural or man-made causes. The foregoing flood statement shall not impiyfincur liability on the of the MICHAEL C UZZO•.o ...56g part surveyor signed below. (5) Unless otherwise noted, subject property is affected by any and all notes, details, easements and other matters that are shown on or as the v • • ,p 4 + part of recorded plat andlor as part of the title commitment provided. •Oy.f S S `�? 4 E SURVEYOR'S CERTIFICATION I hereby certify that a survey SUI; was made on the ground within the normal standards of procedure for Registered Professional Land Surveyors practicing within the State of Texas. I find the plat shown hereon is a true, correct and accurate representation of the boundaries for the subject property and the location, type of structures and visible improvements shown hereon. 4" THICK COW-,. SLAB YV,1*5 REBAR5@ 16" O.C..E.N. OVER roLLY 6 6USHION ANV =1 I i _I I 1=1 4 r- _:° I -. SOIL. (TYP) I i III E WI i V D- (2) #5 REB R!a TOP 4 BOTTOM FIER ; VrzT/&iIL TI SCALE 3/4" " = 1t—O" 41` THICK CONC. !�,LAB W#5 IRMARS @ 16" O.C.E.N. OVER POLLY 4 CUSHION 5AND 11 1/4tf 4. . . d 121E WQQ 1 ON e /i.a }SLE 5/4" = 1'-0" 4" THICK CION . LAB YV ARS a 16" O.C..E.Y'q. OVER POLLY 4 CU5HONSANV 4R'"ti,ri :r s� `' '•*xt =mar .12114. A d 10PIUMMIZ14VANT0,10 %t')ALE /4t' = 11 -oft 4" THICK CONC,. 5LAD 1/2u Y41#5 REBAR5a 16" O. E)N. OVER FOLL. r 4 CYU!5H1O 5ANP Yq1#3 F EBA1S @ 16" O C.E N. OVER FOLLY I CU HION !SAND BAR 51 E IAMETEM V' ry #3 2 1/4't 4 tt #5 ` all 4 1/2" () #5 REaA N #4 BAS @ 12" r TOP 4 5OT OM 2. TIE 50TH TOP 4 BOTTOM BARS A5 5HOI — of IA. REINS, * BEAM REINF. o BEAM EX,TERIOPZ INTE SECrTION EXTERIOR 00"ERS SETA I ALE /4" = if—oil 4" THICK CONC, SLAB Y V#5 RE15A 16" O.C.E.N. 4" THICK CONC. BLAB OVER, OLL'rr 4 CU5HION 5A N/#E3 DEBARS a 16" O.C,.I",N, OVA'. POLLYU�HION SAND wIf (2) #5 R.EBA (2) #5 REBARS -/ TOP 4 BOTTOM TOP 50TTOM LD-- PIER RE: DETAIL DETAIL 2x NAILED Yq/ (2) 1/2f"x12" J -BOLT a 2f°0.0.MAX. DECD FRAMIN& BY OTHE RESECTION J FOR REINFORCEMENT FIE RE: VETAIL ._.__..4" THICK OC�NG. 5L,�,B -`a I�1,J R-1=5�*+ I6" O.Cr E.N. 6 �5 OVER POLLY 8 r,05HION 5AND 4" THICK CONC. SLAB I/2p 5 1/2" B REBAR5 a 16" O.r,E.Y4. OVER POLLY 4 CUSHION SAS Lu A 12ii' 4.-'* ..* ALE /4" = I f-ot$ NATE: 4" THICK CONC, 5LA5 1. THE MINIMUM F.EINF. BEND Yq1#3 F EBA1S @ 16" O C.E N. OVER FOLLY I CU HION !SAND BAR 51 E IAMETEM V' ry #3 2 1/4't 4 tt #5 ` all 4 1/2" () #5 REaA N #4 BAS @ 12" r TOP 4 5OT OM 2. TIE 50TH TOP 4 BOTTOM BARS A5 5HOI — of (2) #5 REBA EXTEND PIER 0 INF. TO TO OF BEAM �. 4 �. () B A F'IE 'E: DETAIL , LE 5/4" 1 f��yti Lu I n (2) #5 B RB VERTICAL STONE BENCH L.L 1=IE E: :�ETA[L . <� ALE 5/4" = Ix.-0tt BIER, RE: DETAIL I' 1 TCP or -PIER CA — FIF tl '�•ga tl (2) #5 REBAR-5, TOP 4 B770PH MER RE. DETAIL SECTION. SCALE 5/4" = 1,-0,t 11, NATE: 1. THE MINIMUM F.EINF. BEND DIAMETER SHALL BE A BAR 51 E IAMETEM V' #3 2 1/4't 4 tt #5 3 314" 4 1/2" () #5 REaA N #4 BAS @ 12" r TOP 4 5OT OM 2. TIE 50TH TOP 4 BOTTOM BARS A5 5HOI 1=IE E: :�ETA[L . <� ALE 5/4" = Ix.-0tt BIER, RE: DETAIL I' 1 TCP or -PIER CA — FIF tl '�•ga tl (2) #5 REBAR-5, TOP 4 B770PH MER RE. DETAIL SECTION. SCALE 5/4" = 1,-0,t 11, 000PMOIff 2010 H & A Engineers,�- El JAY L SHEET: OF SHEETS r of 0 p�.qg1 000PMOIff 2010 H & A Engineers,�- El JAY L SHEET: OF SHEETS