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HomeMy WebLinkAboutNSFR2011-3862OCT 172011 C0 2011 AE- DATE OF ISSUANCE: a J- =r e • s � s = PERMIT #: �-� Ulf BUILDING PERMIT APPLICATION PLEASE PRINT JOB ADDRESS: J LOT: BLOCK � SUBDIVISION. BUILDING CONTRACTOR (company /name)- CURRENT MAILING ADDRESS: ( Kam^ Y r CITY /STATE/ZIP : / / ,:� 1 PHONE NUMBER: l7�F' PROPERTY OWNER: CURRENT MAILING ADDRESS: L 64 IV e /"/'' CITY /STATE/ZIP: i t-f, -5, 4" PHONE NUMBER: 7 PROJECT VALUE: $ �%� FIRE SPRINKLERED? YES NO DESCRIPTION OF WORK TO BE DONE: �tS<C� // � USE OF BUILDING OR STRUCTURE: 4 5 44'e-k NAME OF BUSINESS: y ** Total Square Footage under roof: ` Square Footage of alteration /addition: ❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ 1 hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 2 family dwellings) * *FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS* ❑ 1 hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. 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 APP OPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: �' 'r SIGNATURE - G -C-e,. YOUR PHONE NUMBER: V / &n4aLc r aea4 S Sc to, y\ THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Ty Permit Valuation $ "COO Setbacks ? Approval to issue Occupancy Group: Front: 7, — Electrical Division: Building Width: Left: 61 Plumbing Zoning: Building Depth: Right Mechanical Rear: Plan Review Approval Date: e> Water Availability Rate: 10. 00 Site Plan Approval Date: Sewer Availability Rate: (.)> Fire Department Approval Date: Building Permit Fee: '1 Public Works Department Date: Plan Review Fee: Health Department Date: Lot Drainage Fee: Approved for Permit Date: if Total Fees: Lot Drainage Submitted Date Total Amount Due: I All r° P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410 -3165 O: Forms\ BUILDING.APP -1 /2/02-- Rev.11/19/04,5/23/06 i A e MECHANICAL CITY OF G PEVINE ELECTRICAL PLUMBING PERMIT APPLICATION (PLFASF PRINT) FUEL GAS PERMIT # a- — `1 BLDG. PERMIT # i t _ (� �— DATE: SAY 2b�, JOB ADDRESS: SUITE # DESCRIPTION OF WORK: - r PROPERTY OWNER: CONTRACTING COMPANY: ADDRESS: ADDRESS: CITY /STATE /ZIP: CITY /STATE /ZIP: PHONE NUMBED' PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA (SO 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 ROOF 2,251- 3,000 3,001- 3,500 $ 96.43 $ 103.08 i -13 1 SS y 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 IVAL 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" REINSPECTIONFEES ................................................................................... ............................... $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 .................................................................... ............................... ....................$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. SIGNAT' RE OF ONT TOR OR AUTHORIZED AGENT PRINTED (OR HOMEOW �/' R H OMEOWWNERS PERMITS) PHONE #:V 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 6/21/01 REVISED: 10/01, 5/06,2/07,7/07, 8/09, 11/09,4/11 O: \FORMS \DS APPLICATIONS - FEES \MEP APPLICATION 4- 11.doc FEB 8 2013 CITY OF GRAPEVINE TEMPORARY ELECTRIC RELEASE Temporary electricity has been requested for the purpose of construction, remodeling, addition or improvement to the following described property. It is understood that this release in no way authorizes occupancy of the 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: 2 37(� PERMIT NUMBER: Z -/ rl/ `% CONTRACTOR INFORMATION NAME OF APPLICANT: r ADDRESS OF APPLICANT: I-F-Z " % - CITY, STATE, ZIP: 7 7�, 2 `7 TELEPHONE NUMBER: 7 - 2' BUI INSPECTIONS FOR TEMPORARY POWER MUST BE REQUESTED AT (817) 410 -3010 PRINT 'NAME: DATE. OFFICIAL SIGNATURE: olormStemp 10/10/00 Revised: 4/10/02 CITY OF GRAPEVINE / A YK MECHANICAL ELECTRICAL PLUMBING i/ FUEL GAS V PERMIT APPLICATION (PI FAAF PRINTI PERMIT # BLDG. PERMIT # DATE: FEB a / 2012 JOB ADDRESS: SUITE # 5 DESCRIPTION OF WOR / 2, / PROPERTY OWNER: CONTRACTING COMPANY: / ADDRESS: ADDRESS: _ Z. CITY /STATE /ZIP: CITY /STATE /ZIP :� u PHONE NUMBER: PHONE NUMBER: fz ` U 3 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 ROOF26�� 3,001- 3,500 $ 103.08 �0 � r,�V 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 J 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, ELL COMPLETIONS, AL ERATIONS OR 0- 500 501- 1,500 $ 37.00 $ 45.00 STA D ALONE P ITS 1,501- 3,000 $ 57.00 ,? r .� 3,001- 5,000 $ 72.00 CONTRACTe LUA ON OF WORK: 5,001- 50,000 $ 27.00+.009 50,001- 100,000 $ 127.00+ .007 PER 100 _ $ 100,001- 500,000 500,001+ $ 327.00+ .005 DOLLAR $ 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 $ O: \FORMS \DS APPLICATIONS - FEES \MEP APPLICATION 4- 11.doc %Q PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM ) ............................ ...................$42.00 /HOUR* • REINSPECTION FEES ................................................................................... ............................... $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED ............................ ............................... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM) .. ....................$42.00 /HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS .................................................................... ............................... ....................$42.00 /HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE- COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS *' I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: 9 do % 2�G S S %Z 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 6/21/01 REVISED: 10/01, 5/06, 2/07, 7/07, 8/09, 11/09, 4/11 0: \FORMS \DS APPLICATIONS - FEES \MEP APPLICATION 4- 11.doc FFB 8 2013 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: Z-5( S'1" 5 PERMIT NUMBER: / 2 -J,7 % CONTRACTOR INFORMATION NAME OF APPLICANT: �: e ADDRESS OF APPLICANT: CITY, STATE, ZIP: ; j X �� 2 7 TELEPHONE NUMBER: �G �� 3�� INSPECTIONS FOR TEMPORARY GAS MUST BE REQUESTED AT (817) 410 -3010 SIGNATURE: PRINT NAME: BUILDING OFFICIAL SIGNATURE: 10/12/00 Revised: 4/10/02 DAT : 9• GENERAL INFORMATION Plastics Technical Manual Major Advantages of ABS, PVC and CPVC Pipe • While ABS, PVC and CPVC are very different materials, they share numerous advantages common to plastic piping systems. Advantages include ease of installation, corrosion resistance, low friction loss, initial cost, and longevity. Easy Installation • ABS, PVC and CPVC systems are light in weight (approximately one -half the weight of aluminum and one -sixth the weight of steel) reducing transportation, handling, and installation cost. They have smooth, seamless interior walls. No special tools are required for cutting. These materials can be installed using the solvent cement joining technique. Strength • ABS, PVC and CPVC products are highly resilient, tough and durable with high tensile and high impact strength. Freedom from Toxicity, Odors, Tastes • PVC will not pass the ASTM E -84 25/50 flame spread / smoke developed test and is not acceptable for use in plenum areas. Consult Charlotte Pipe for additional information on CPVC in plenum applications. For plenum applications, follow prevailing code requirements. Low Friction Loss • The smooth interior surfaces of ABS, PVC and CPVC assure low friction loss and high flow rate. Additionally, since ABS, PVC and CPVC pipe resist rusting, pitting, scaling and corrosion, the high flow rate can be maintained for the life of the piping system. Low Thermal Conductivity • PVC and CPVC pipe have a much lower thermal conductivity factor than metal pipe. Therefore, fluids being piped maintain a more constant temperature. In many cases, pipe insulation is not required. Cost Effective PVC and CPVC piping systems designed for domestic water ABS, PVC and CPVC products are extremely lightweight, applications are listed to conform to NSF International convenient to handle, relatively flexible, and easy to Standard 61. This Health 'Effects standard ensures the install. These features lead to lower installed cost than safety of products coming into contact with drinking other In I systems. water. p p g y Corrosion Free External and Internal With many other pipe materials, slight corrosion may occur. The corroded particles can contaminate the piped fluid, complicating further processing, or causing bad taste, odors, or discoloration. This is particularly undesirable when the piped fluid is for domestic consumption. With PVC and CPVC, there are no corrosive by- products, therefore, no contamination of the piped fluid. Immunity to Galvanic or Electrolytic Attack • ABS, PVC and CPVC are inherently immune to galvanic or electrolytic action. They can be used underground, underwater, in the presence of metals, and can be connected to metals. Fire Resistance • PVC and CPVC piping systems are self extinguishing and will not support combustion. The ASTM E 84 test protocol is used to determine the flame and smoke rating for various materials. Virtually Maintenance Free • Once an ABS, PVC or CPVC system is properly selected, designed, and installed, it is virtually maintenance free. Therefore, years of trouble -free service can be expected when using Charlotte Pipe and Foundry ABS, PVC and CPVC systems. !M WARNINC,A Testing with or use of compressed air or gas in PVC / ABS / CPVC pipe or fittings can result in explosive failures and cause severe injury or death. NEVER test with or transport /store AIR /GAS compressed air or gas in PVC / ABS / CPVC pipe or fittings. 0 NEVER test PVC / ABS / CPVC pipe or fittings with compressed air or gas, or air over water boosters. ONLY use PVC / ABS / CPVC pipe for water or approved chemicals. Refer to warnings in PPFA User Bulletin 4 -80 and ASTM D 1785. To the best of our knowledge the information contained in this publication is accurate. However, Charlotte Pipe and Foundry does not assume any liability whatsoever for the accuracy or completeness of such information. Final determination of the suitability of any information or product for the use to be contemplated is the sole responsibility of the user. The manner of that use and whether there is any infringement of patents is also the sole responsibility of the user. ►2 t o � .�3 air test on pvc > Codes & Standards Forum Forums)) Plumbing, Mechanical and Fuel Gas Codes» airtest on pvc Page 1 of 4 13 post(s) • First • 1 • Last Search rG0 air test on pvc Fair test on pvc. By Randy Maurer Posts: 3 10/31/2011 1:43:34 PM IPC does not aloes air testing on gravity sewers and any plastic pipe. I've checked all pvc and abs manufacturers I know and none of them permit air testing on plastics as well. So why are so many of my colleagues still allowing air tests on gravity sewers and plastics, especially in dwv systems? I'd like to hear from someone who can justly the practice. Thanks, Poppop -0 Reply I Report Abuse II Reply with quote air test on pvc By Mac Posts: 10 10/31/2011 3:18:25 PM The 2010 (ICC) NY State Plumbing Code allows an air test in 312.3. We use only 5 Ibis pressure for 15 minutes. It's a lot easier to do the tests in winter using air! Mac Reply air test on pvc By Uncle Bob Posts: 156 10/3112011 3:48:00 PM 9 fq " Report Abuse ii Reply with quote Wt Posted by Randy Maurer IPC does not alow air testing on gravity sewers and any plastic pipe. I've checked all pvc and abs manufacturers I know and none of them permit air testing on plastics as well. So why are so many of my colleagues still allowing air tests on gravity sewers and plastics, especially in dwv systems? I'd like to hear from someone who can justly the practice. Thanks, Poppop Randy, Welcome to the forum. They have never seen PVC pipe explode; and it will. Sometimes it's just too cold and work has to wail on the weather. In Texas, I've seen PVC shards scattered for over 40 feel, after an explosion; and, have seen demonstrations of exploding PVC pipe. Water pressure and air pressure are very different. That is also why PVC water pipe should not be tested with air. It's one of those; "I've been doing it for years; and haven't had a problem" things. They will keep doing it until they or an employee is injured or killed. It won't do any good, but, here are some warnings; hltp'lN✓ww_osha.govHts /hiblhib datalhib19980520.h1m1 and, httPrnm^w leparmer.co /TechLibraryMrtc!e/740#anchor0 Hope this helps keep someone safe, Uncle Bob Retired Texas Combination Inspector. Location Oklahoma. Report Abuse Edited By Uncle Bob at 10/31/20115:29:38 PM. A Reply f I Reply wdh quote air test on pvc By Randy Maurer Posts: 3 10/31/2011 4:53:59 PM http : / /www.iccsafe.org /iccforums /pages /default.aspx? action= ViewPosts &fid =9 &tid =22174 2/7/2012 air test on pvc Page 2 of 4 -_ -_1] Poppop i J i rt •0 Reply ii Reply vnth quote air test on pvc By Randy Maurer Posts: 3 10131/2011 4:56.05 PM //JJyy Thanks Mac. But doesn't the fact that the manufacturers' instructions prohibit air testing pvc and abs trump the New York code? �i Poppop �► Reply air test on pvc By mtlogcabin Posts: 57 10/31/20115:31:43 PM f 17 ff Reply wtth quote IN Posted by Randy Maurer Thanks Bob. Since I don't have the latest UPC edition, do you know how IAPMO handles this? Poppop UPC 723.0 Plastic DWV piping systems shall not be tested by the air test method ICC does not stand for Intentionally Clear and Concise Report Abuse Report Abuse I Report Abuse ' •► Reply if Reply with quote air test on pvc By Frank Posts: 36 11/1/2011 11:07:25 AM i" Many years ago when I was at Virginia Tech and on the Student Publications Photo Staff we got a report of a bomb going off in front of the library. Got there in 5 minutes and saw a large crater in the sidewalk (about 20 ft dia and 5 ft deep) with 6 inch concrete slabs laying on 2 demolished parked cars. They had been air testing underground PVC chilled water lines going to the library expansion when it failed. Got another set of interesting pictures form that project when the dropped a section of tower crane on a sidewalk later in the project. Fortunately no injuries in either case w Reply air test on pvc ! By Mike Cudahy Posts: 1 11/312011 843:32 PM r PPFA UB on Air Testing: http: www.ppfahome.org /ub4.htmi �i M Re* air test on pvc By Uncle Bob Posts: 156 11/3/2011 9:30:08 PM i f{ Reply with quote It Reply with quote Report Abuse Report Abuse http : / /www.icesafe.org /iccforums /pages /default.aspx? action= ViewPosts &fid =9 &tid =22174 2/7/2012 air test on pvc Edited By Uncle Bob at 11/3/2011 9:33:03 PM. -► Reply fi Reply with quote air test on pvc By Mac Posts: 10 11/4/2011 11:47:14 AM Hey the NY code allows air testing. Just saying........ + Reply Page 3 of 4 Report Abuse Report Abuse f( Reply with quote t air test on pvc By Uncle Bob Posts: 156 11/4/2011 12:22:53 PM Mac, Most municipalities in Oklahoma don't even require the dm and!ar the water lines to be tested. The only pressure tests required here is gas lines; and that's because the gas company won't install a meter without the municipalities test approval. The more I see in the real world; the more I believe the codes are just a high priced facade used to collect fees for the government. Note. this having to scroll down to see the last past is getting old quick. Uncle Bob Retired Texas Combination Inspector. Location Oklahoma. Report Abuse Edited By Uncle Bob at 11/4/2011 12:25:12 PM. + Reply 11 Reply With quote air test on pvc By Oregon Trail CBO Posts: 21 11/17/2011 11:10:25 PM f� The Oregon Plumbing Specialty Code is based on IAPMO's UPC model code. The OPSC does provide a method for air testing pvc systems due to freezing ! weather conditions in most of the state during winter months. However, I strongly encouraged my apprentices when teaching in the program not to air test plastic piping systems. Exploding pvc piping is very dangerous. I also instructed inspectors to always consider the pvc systems to be tested with air until they knew for sure they were tested with water. Safety first and you wont lose your eyes. Report Abuse 'e Reply It Reply wilh quote air test on pvc By Moscow Posts: 3 12/2312011 6:36:25 PM http :// www. iccsafe. org liccforumslpagesldefault.aspx ?action= ViewPosts &fid =9 &tid =22174 2/7/2012 Mike, Welcome to the forum. Great link; Plastic Pipe and Fittings Association (PPFA) p� Q 11 Y9 (click on link) http lAVww ppfahoma.org4ub4.hlml Thanks, Uncle Bob Retired Texas Combination Inspector. Location Oklahoma. Edited By Uncle Bob at 11/3/2011 9:33:03 PM. -► Reply fi Reply with quote air test on pvc By Mac Posts: 10 11/4/2011 11:47:14 AM Hey the NY code allows air testing. Just saying........ + Reply Page 3 of 4 Report Abuse Report Abuse f( Reply with quote t air test on pvc By Uncle Bob Posts: 156 11/4/2011 12:22:53 PM Mac, Most municipalities in Oklahoma don't even require the dm and!ar the water lines to be tested. The only pressure tests required here is gas lines; and that's because the gas company won't install a meter without the municipalities test approval. The more I see in the real world; the more I believe the codes are just a high priced facade used to collect fees for the government. Note. this having to scroll down to see the last past is getting old quick. Uncle Bob Retired Texas Combination Inspector. Location Oklahoma. Report Abuse Edited By Uncle Bob at 11/4/2011 12:25:12 PM. + Reply 11 Reply With quote air test on pvc By Oregon Trail CBO Posts: 21 11/17/2011 11:10:25 PM f� The Oregon Plumbing Specialty Code is based on IAPMO's UPC model code. The OPSC does provide a method for air testing pvc systems due to freezing ! weather conditions in most of the state during winter months. However, I strongly encouraged my apprentices when teaching in the program not to air test plastic piping systems. Exploding pvc piping is very dangerous. I also instructed inspectors to always consider the pvc systems to be tested with air until they knew for sure they were tested with water. Safety first and you wont lose your eyes. Report Abuse 'e Reply It Reply wilh quote air test on pvc By Moscow Posts: 3 12/2312011 6:36:25 PM http :// www. iccsafe. org liccforumslpagesldefault.aspx ?action= ViewPosts &fid =9 &tid =22174 2/7/2012 air test on pvc Page 4 of 4 We don't see much PVC DWV here its all ABS and we test with air all the time, when I was plumbing I tested with air and now that I am an inspector I inspect to air, is it right mybe not but in the winter month's it has to be done. We had a contractor from back east working for a local contrator on a big building he was testing with water called for an inspection on a tuesday afternoon he filled the system with water in the morning the temp was about 17 degrees or colder froze his gauge and busted several 90's and wyes in the DWV. The rest of the job was tested with air. We do make the HVAC contractor test his plastic flue pipe with lot air and it has been a good thing you would be suprised on how many leakes they have on the flue pipe even if they use the purple primer. Good luck to all and have a merry X -mess Justin It could probably be shown by facts and figures that there is no distinctly American criminal class except Congress. Mark Twain You may fool all the people some of the time, you can even fool some of the people all of the time, but you cannot fool all of the people all the time. Abraham Lincoln Report Abuse 1► Reply 99 Reply with quote 13 post(s) • First • 1 • Last http : / /www.iccsafe.org /iccforums /pages /default.aspx? action= ViewPosts &fid =9 &tid =22174 2/7/2012 CITY OF GRAPEVINE s� MECHANICAL ELECTRICAL PLUMBING FUEL GAS PERMIT APPLICATION (PI FASF PRINTI PERMIT # _ oa`_( BLDG. PERMIT # DATE: C_. 13 .- 1 2 JOB ADDRESS: 2-3 � 1 6 JcAYne_S SUITE # JV DESCRIPTION OF WORK: n5 }�1'/4C SS�t�i5 PROPERTY OWNER: i iUCiYx n Z CONTRACTIN COMPANY: / I 'I ?c ' f AN /v1 A64 ADDRESS: ADDRES ' 23(0 A Sa «rKCs �o L'�,f' �s3 CITY /STATE /ZIP: CITY /STATE /ZIP: PHONE NUMBER: 2ILI- q51 - G7 PHONE NUMBER: v'7 yZ�, 3uil� TYPE OF OCCUPANCY BUILDING AREA (SQ FT) PERMIT FEES AMOUNT DUE EACH TRADE I. R -3 1- 749 $ 33.25 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 - 3,000 $ 96.43 3,001 - 3,500 ROOF $ 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 l 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 (�}/ LE O 50,001- 100,000 $ 127.00+ .007 PER TVALUATI ©n $ 100,001- 500,000 500,001+ $ 327.00+ .005 DOLLAR $ 1,327.00+.003 ON $ 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. \FORMSIDS 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' REINSPECTIONFEES ................................................................................... ............................... $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED ............................ ............................... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM) .. ....................$42.00 /HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS .................................................................... ............................... ....................$42.00 /HOUR BUILDING PERMIT FEES FOR THE GRAPEVINE- COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS" I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF CONTRACT (% OR AUTHORIZED AGENT (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PRINTED NAME PHONE #: �C�3 `iZ 5" 30)0 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 6/21/01 REVISED: 10/01, 5/06, 2/07, 7/07, 8/09, 11/09, 4/11 0: \FORMS \DS APPLICATIONS - FEES\MEP APPLICATION 4- 11.doc Mar 22 1211:49a WA Transport, INC Fwd: Hold Harmless From Craig Jezek ( Sent: Thu 3122112 12:33 PM To: Becky Alonzo ( Sent from my iPhone Craig Jezek CJ Custom Homes (940) 367 -2993 Begin forwarded message: From: Craig Jezek < Date: March 22, 201212:25 :08 PM CDT To: Don Ellison <dellisen @gra_pevinetexas.gov> Subject: Hold Harmless Don, 972 -353 -4333 p.1 As owner of the property at 236 N Starnes I do not hold the City of Grapevine liable for build line or set back issues as we proceed forward with construction. A new amended plat has been filed with the City of Grapevine which abandons the old cul -de -sac and squares off the front of the lot for a 25' build line which is per city ordinance of R5 zoning. The formboard survey was submitted with front setback of 25' 6" but still had the radius build line. In conclusion, I am assuming responsibility for proceeding forward without the amended plat being filed with the county but approved by the City of Grapevine and do not hold the City of Grapevine responsible. Juan Alonzo caner 236 N Starnes St Grapevine, TX L,CI ENGINEERING CJ CONSTRUCTION OCTOBER 8, 2011 DEAR SIRS: The following foundation has been designed for soil conditions based on a soil analysis prepared by: SOIL ENGINEERING FIRM: REPORT NUMBER: NO BLDR. SUPPLIED SOIL REPORT -LCIE REFERS TO FILE DATA AND USDA - TARRANT DATE: COUNTY ISSUED JUNE 1981 and meets or exceeds the minimum specifications required by chapters 18 and 19 of the Uniform Building Code and in accordance with current advisory board (BRAB) report number 33 and the 2006 edition IRC or 2003 edition IBC and recognized engineering practice. OFFICE DESIGN CODE: VI PLASTICITY INDEX: SEE SOIL DATA Qu: SEE SOIL DATA This Letter authorizes the use of the Numbered Foundation Plan on the following property: LCIE JOB NUMBER: 5142 LOT /BLOCK: ADDRESS: 236 N. STARNES SUBDIVISION: CITY: ,.,, . ,,,,.1 —T– This Letter will confirm that all our Foundation Designs conform to all special conditions noted in the Geotechnical Report and accepted engineering practices. Thank you, LCI Engineering LEWISVILLE - DENTON - RICHARDSON - DALLAS - 972/644 -0882 Page 1 of 1 John Robertson - Abandonment -- 236 N Starnes From: Carol Marchant To: John Robertson Date: 1/4/2012 1:12 PM Subject: Abandonment -- 236 N Starnes CC: Deborah Wood; Susan Batte Craig Jezek; 940.367.2993 Ref: Abandonment for Starnes cul -de -sac file: / /C:\Documents and Settings \j rob ertson \Local Settings \Temp \GW}000O1.HTM 1/4/2012 Page 1 of 1 Don Ellison - Starnes Street building From: John Robertson To: Don Ellison Date: 2/6/2012 4:23 PM Subject: Starnes Street building Don: We are still waiting on an amended plat for that Starnes property, and I told the builder that today. However, if he is still in early phases of construction and the set backs are okay with the building line that is to be revised... I'm okay with him moving forward at his risk. If we don't get the amended plat prior to the next round of inspection, it's on hold. If this is a CO inspection, it can't be passed. But if it's early in the construction, he knows he needs to get the amended plat in. Thanks, John John D. Robertson, P.E. Manager of Engineering City of Grapevine 817 - 410 -3136 817 - 410 -3003 (fax) i ro be rtso n CcO g ra pev i n etexa s . g ov file: / /C: \Documents and Settings \dellison \Local Settings \Temp \XPgrpwise \4F2FFE87GRP... 2/7/2012 C. -7-) z pL -�L-- -pL -, -at I � � r o Y J F. z° '• � S �N W Q o Q N ' 1 Z OL OL o J Wo � � F -- -- -- -- ,v,7 IN C k OO cm OL _ - -OL- - -- fUiWifIJ. V 0 • �� > oZ p � A . �V ' i C� -(/S�O �� �4y __ - � ls - _S7N21.Y1S a�'• n ,� QOM V £�` __ -___ __ __ ___ Fc•[ni � � � VIP o a fU� t 'r C ti W v ' AZ OL 04 ,0 a vi - o� - , - �►t " f f r� f o o {.>` CCa fcj - m d °o y f' � N sz O L 0Z 4 we j►9 b9 OL L OL _ _ - OL _ _ OL. _ . 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'Lp S o - Q 0 �9 � O -0 O r � ° D oo O z ° -o tj vi 0 a) ortx�'d v M 'd W v�0 4 W O �� W4-,�� v �t .� v, a� a� U o 00 ° U c ° a� U o i (=> �: g ;-4 x ° a� 00 W d W 0 N o o GQ�tia -dQ�� �M Hr° v 3•1�.0 N O 0 �o U r o . o d � N � O O 0 c O N 4P 41 N O O o I" O N � 4-4 CN C (n U W�d• N �z M 0 rn 00 U0 F-� O O U 'L3 N O �A O 0 CA U cd .� bo O to Cd j O O � a� .�i O c o r r H � •vt• 0.7 • �y i CL i y • 9G �i�'i d i m. 0�N iHi d 4l:� • • ` s•Q 1 O �O d• O z 0 I 9 0 N 00 rn 6�n N Nov 01 11 05:17a Craig Jezek ( 940) 437 -9944 P.1 NOV 01 nii REScheck Software Version 4.4.1 Compliance Certificate Project Title: Alonzo Residence Energy Code: 2003 IECC Location: Denton (Denton), Texas Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: 2665 Construction Site: Owner /Agent: 236 N. Starnes Alonzo Grapevine, TX 236 N. Starnes Permit Date: 10 -20 -11 11-396), 6�� -� °�/ � r � )4 gner(Ccl r r Homes oga, TX 940- 367 -2993 Compliance: 16.8% Better Than Code Maximum UA: 749 Your UA: 608 Maximum SHGC: 0.40 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. Flat Ceiling: Flat Ceiling or Scissor Truss Cceiling Under walk board: Cathedral Ceiling (no attic) Cathedral ceiling: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" c.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Door 1: Solid Door 2: Glass SHGC: 0.30 Floor 1: Slab -On- Grade: Unheated Insulation depth: 0.0' Furnace 1: Forced Hot Air 80 AFUE Air Conditioner 1: Electric Central Air 13 SEER 1976 38.0 0.0 59 200 22.0 0.0 9 336 22.0 0.0 15 2512 19.0 0.0 125 348 0.340 118 22 0.300 7 66 0.350 23 242 0.0 252 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calcul 'ons submitted with ttre ermit application. The proposed building has been desi edhto meet the 2003 IECC requirements in R chec Version 4.4.1 a d to omply with the mandatory requirements listed in the RF- chack Inspection Checklist. Name -Title – Signatu Date — Project Notes: Report prepared by Rodney Patterson cert. #5006445.79 for North CentralTexas Inspection and Plan Review, Project Title: Alonzo Residence Report date: 10/26/11 Data filename: C:1Documents and SettingslRDPATTER1My DocumentslRESchecklGrapevine .rck Page 1 of 4 Nov 01 11 05:18a Craig Jezek (940) 437 -9944 p.2 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range{ °F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems 1.5 Insulation Thickness in Inches by Pipe Sizes 201 -250 Low Temperature Non - Circulating Runouts Circulating Mains and Runouts Heated Water Temperature ( °F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170 -180 0.5 1.0 1.5 2.0 140 -169 D.5 0.5 1.0 1.5 100 -139 0.5 0.5 D.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range{ °F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems 1.5 Low PressurelTemperature 201 -250 Low Temperature 106 -200 Steam Condensate (for feed water) Any Cooling Systems 1.0 Chilled Water, Refrigerant and 40 -55 Brine Below 40 NOTES TO FIELD: (Building Department Use Only) 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1,0 1.0 1.5 1.5 Project Title: Alonzo Residence Report date: 10/26/11 Data filename: C:1Documents and SettingslRDPATTER1My Documents lREScheck%Grapevine.rck Page 4 of 4 Nov 01 11 05:18a Craig Jezek (940) 437 -9944 p.3 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Flat Ceiling: Flat Ceiling or Scissor Truss, R -38.0 cavity insulation Comments: • Cceiling Under walk board: Cathedral Ceiling (no attic), R -22.0 cavity insulation Comments: • Cathedral ceiling: Cathedral Ceiling (no attic), R -22.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes — Frame Type Thermal Break? _ Yes — No Comments: Doors: ❑ Door 1: Solid, U- factor: 0.300 Comments: ❑ Door 2: Glass, U- factor: 0.350 Comments: Floors: ❑ Floor 1: Slab- On- Grade:Unheated, R -0 (uninsulated) Comments: Heating and Cooling Equipment: ❑ Furnace 1: Forced Hot Air: 80 AFUE or higher Make and Model Number: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area - weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R -13. Vapor Retarder: ❑ Installed on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. Project Title: Alonzo Residence ~A F^ Report date: 10/26/11 Data filename: C:1Documents and Settings\RDPATTER1My DocumentslRESchecklGrapevine .rck Page 2 of 4 Nov 01 11 05:18a Craig Jezek (940) 437 -9944 p.4 Materials Identification and Installation: F-1 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. F] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. U insulation R- values, glazing U- factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: F-I Supply ducts in unconditioned attics or outside the building are insulated to at least R -8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R -4. F-I Supply ducts in unconditioned spaces are insulated to at least R -6. Cl Return ducts in unconditioned spaces (except basements) are insulated to R -2. Insulation is not required on return ducts in basements. Where exterior walls are used as plenums, the wait is insulated to at least R -8. Duct Construction: 0 Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic- plus - embedded- fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. E=xceptions: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). F-I The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each zone or floor is provided. Service Water Heating: F-1 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2, Swimming Pools: All heated swimming pools have an onloff heater switch and a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps have a time clock. Project Title: Alonzo Residence Report date: 10126/11 Data filename. C:1Documents and Setting slRDPATTER1My DocumentsAREScheck lGrapevine.rck Page 3 of 4 tm2T I 1- 38c0 -2r REScheck Software Version 4.4.1 Compliance Certificate Project Title: Alonzo Residence Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Construction Site: 236 N. Starnes Grapevine, TX Permit Date: 10 -20 -11 2003 IECC Denton (Denton), Texas Single Family 16% 2665 Owner /Agent: Alonzo 236 N. Starnes 4;V�:s6igner/C;%Wrr:. Homes twTX 940 - 367 -2993 Compliance: 18.8% Better Than Code Maximum UA: 749 Your UA: 608 Maximum SHGC: 0.40 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. Flat Ceiling: Flat Ceiling or Scissor Truss Cceiling Under walk board: Cathedral Ceiling (no attic) Cathedral ceiling: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low -E SHGC: 0.30 Door 1: Solid Door 2: Glass SHGC: 0.30 Floor 1: Slab -On- Grade: Unheated Insulation depth: 0.0' Furnace 1: Forced Hot Air 80 AFUE Air Conditioner 1: Electric Central Air 13 SEER 1976 38.0 0.0 59 200 22.0 0.0 9 336 22.0 0.0 15 2512 19.0 0.0 125 348 0.340 118 22 0.300 7 66 0.350 23 242 0.0 252 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other Calculations submitted with th'6 ermit application. The proposed building has been designed, to meet the 2003 IECC requirements in R chec Version 4.4.1 a `d toomply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signatu.e . Date Project Notes: Report prepared by Rodney Patterson cert. #5006445 -79 for North CentralTexas Inspection and Plan Review. J �A Project Title: Alonzo Residence Report date: 10/26/11 Data filename: C: \Documents and Settings \RDPATTER \My Documents \REScheck \Grapevine.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Flat Ceiling: Flat Ceiling or Scissor Truss, R -38.0 cavity insulation Comments: ❑ Cceiling Under walk board: Cathedral Ceiling (no attic), R -22.0 cavity insulation Comments: ❑ Cathedral ceiling: Cathedral Ceiling (no attic), R -22.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U- factor: 0.340 For windows without labeled U- factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U- factor: 0.300 Comments: ❑ Door 2: Glass, U- factor: 0.350 Comments: Floors: ❑ Floor 1: Slab -On- Grade: Unheated, R -0 (uninsulated) Comments: Heating and Cooling Equipment: ❑ Furnace 1: Forced Hot Air: 80 AFUE or higher Make and Model Number: ❑ Air Conditioner 1: Electric Central Air: 13 SEER or higher Make and Model Number: Solar Heat Gain Coefficient: ❑ The area - weighted average Solar Heat Gain Coefficient (SHGC) of all glazing cannot exceed 0.4. SHGC values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R -13. Vapor Retarder: ❑ Installed on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. Project Title: Alonzo Residence Report date: 10/26/11 Data filename: C: \Documents and Settings \RDPATTER \My Documents \REScheck \Grapevine.rck Page 2 of 4 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. Fi Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R- values, glazing U- factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R -8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R -4. F1 Supply ducts in unconditioned spaces are insulated to at least R -6. ❑ Return ducts in unconditioned spaces (except basements) are insulated to R -2. Insulation is not required on return ducts in basements. ❑ Where exterior walls are used as plenums, the wall is insulated to at least R -8. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ❑ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic -plus- embedded - fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each zone or floor is provided. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: n Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on /off heater switch and a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps have a time clock. Project Title: Alonzo Residence Report date: 10/26/11 Data filename: C: \Documents and Settings \RDPATTER \My Documents \REScheck \Grapevine.rck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types R of 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" angel ) Insulation Thickness in Inches by Pipe Sizes Non - Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature ( °F) 201 -250 1.0 1.5 1.5 170 -180 0.5 1.0 1.5 2.0 140 -169 0.5 0.5 1.0 1.5 100 -139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types R of 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" NOTES TO FIELD: (Building Department Use Only) Project Title: Alonzo Residence Report date: 10/26/11 Data filename: C:\Documents and Settings \RDPATTER \My Documents \REScheck \Grapevine.rck Page 4 of 4 angel ) Heating Systems Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 106 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40 -55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Alonzo Residence Report date: 10/26/11 Data filename: C:\Documents and Settings \RDPATTER \My Documents \REScheck \Grapevine.rck Page 4 of 4 North Central Texas Inspection and Plan Review Services 1816 Redwood Place Denton, TX 76209 Ph. (940) 383 -4447/ Mobile (940) 368 -4519 Inspection Report Date: Company Name: ��� (e CA�4A_nn fkLzn2SBilling Address: Inspection Addrs- Inspection �e-,— Ac cept Comments: Inspector: ❑ Correct and Proceed ❑ Not Accepted ❑ Re- Inspection Fee Required North Central Texas and it's i4ee s and employees offer no warranties, either express or implied as to the design or construction of the above referenced structure. This report is simply a statement of the condition of elements visible at the time of inspection. This report does not imply compliance of any elements of construction not readily visible at the time of inspection. This inspection report is for informational purposes only and unless required by the "authority having jurisdiction," should be treated as a recommendation for compliance. In the event that those codes and procedures adopted by the "authority having jurisdiction" required the acceptance of each phase of construction before subsequent work is allowed to proceed, those items listed above must be corrected before any fur- ther work will be allowed. PHOENIX PEST SOLUTIONS P.O. Box 147 Tioga, TX 76271 940-372-9154 T. P. C. L. #13980 Customer Location of proposed treatment: (Street address, city, gate, zip) Customer phone_ -,: ) In accordance with Texas Structural Pest Control Board Laws and Regulations, Sec. 599.4: for all treatments there will be a graph showing exactly what•will be treated. Treatment specifications and warranties for those treatments may vary. Review the pesticide label provided to you for minimum treatment specification you have any questions, contact the service provider of the Texas Structural Pest Control Board, P.O. Box 1927, Austin, TX 78767 -1927 (512) 305 -8250. Diagram of Structure(s) and Proposed SIDING: RO Area(s) To Be Treated Slab ❑ W d • 1 11 . • '' -'' "' •- • ••••• ••-. -. • •- 1111 -. '' - '' Residence ❑ ❑ Pier and Beam Pier Type: _ C Brick ❑ Stone ❑ Wood Shingle ❑Metal ❑ Public Building ❑ Commercial ❑ ❑��i! ` ...✓, >i'fy/ ❑ Basement ❑ Plaster ❑ Tile ❑ Industrial ❑ ❑ Other: iiiiiiiiiiiiiiiiiiiiii ❑ Other: ❑ Other: ❑ iiiiiiiiii■°■ `�i�iiiiii�iiiii�iiiii ■■■■■■■■■■■■■■■■■■■■■■■ A■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Y�r�ll ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■mil Il�li ■•1 ■ ■ ■ ■ ® ■ ■ ■ ■ ■ ■I■ il■iili ■i ■ ■ ■i ■Irlir� ■i7 ■ ■i ■■■■■■■■■■■■■■■■■■■■■■■ er�l■■ �rr�r��l ■ ■ ■ ■ ■ ■ ■ ■ ■I� ■ ■ ■r ■ ■ ■ ■ ■ ■ ■ ■ ■I■r ■■ ■ ■■i�■■li iiiiiiiiiiiiiiiiiii�i��wiL�iiiiii ®iii ®iiiiiiiiiiiiiiiii ■■■■■■■■■■■■■■■■■■■■ IG=. l■ 11■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■NEM ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E!1 ■ ■ ■ ■ ■ ■ ■If imi�iiii■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■IM■ fly!■! �I■■■®■■®■< 1■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I�PIIi ■ ■ ■ ■ ■ ■IAl�lli ■ ■ ■ ■ ■ ■� ■■ dill■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■■ l Y■® ■ ■ ■ ■ ■ ® ■ ■■■ ■6dY © ■ ■ ®N■ ■■■■ ■■�■■■■ MMMMMM■■■■■■■MM ■ ■ ■ ■ ■ ■ ■■ Ali■■■■■■■■■■■■■■■■ ir' i'■ 9®'■■ Il ■I■Ei ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■ ■ ■1'li ■ ■ ■ ■ ■11L►1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■Lw ■@ Ali ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■>ri■ ■ ■ ■ ■ ■ ■■i ■Gi ■ ■ ■ ■ ■E�91■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■[ ILA■ It1t1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I!1■ ■■■■■■■! lY!■■■■■■■■■■■■■■■■ll IY�J■■l t����!■ !�I�111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�l�I ■iilii ■ ■■ �������fi��fi��� ti����������1■I■��I■ ����I■ �I■ I ■�I■�I■�I■��fil■�I■��l■���I■��� TYPE OF CONSTRUCTION: FOU ATION: SIDING: RO PRI USE: INACCESSIBLE; BSTRUCTEDAREAS: Slab ❑ W d Composition Residence ❑ ❑ Pier and Beam Pier Type: _ C Brick ❑ Stone ❑ Wood Shingle ❑Metal ❑ Public Building ❑ Commercial ❑ ❑��i! ` ...✓, >i'fy/ ❑ Basement ❑ Plaster ❑ Tile ❑ Industrial ❑ ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ PROPOSED TREATMENT SPECIFICATIONS: Type of treatm,,,pt,proppsgd: (see definitions below) artial ❑ Spot Approximate measurements of structure(s) to be treated: y?�i? A label of Ti Y —y! ? ;) , _ termiticide(s) is attached. The concentration of the termiticide(s) to be applied is _f� Estimated volume of termiticide to be applied: f_gallon(s) and /or estimated number of bait stations to be applied: DEFINITIONS OF TREATMENT: A subterranean termite treatment may be a partial treatment or a spot treatment, these types of treatments are defined as follows: Partial Treatment: This technique allows a wide variety of treatment strategies but is more involved than a spot treatment (see definition below). Ex.: treatment of some or all of the perimeter, bath traps, expansion joints, stress cracks and bait locations. Pier and Beam - Generally defined as the treatment of the outer perimeter including porches, patios and treatment of the attached garage. In the crawl space, treatment would include any soil to structure contacts as well as removal of any wood debris on the ground. Slab Construction - Generally defined as treatment of the perimeter and all known slab penetrations as well as any known expansion joints or stress cracks. Spot Treatment: Any treatment which concerns a limited, defined area less than ten (10) linear or square feet that is intended to protect a specific location or "spot'. Often there are adjacent areas susceptible to termite infestation which are not treated. ATTACHMENTS: A label for any pesticide recommended or used has been attached as part of this document. Warranty information (if any) including area covered, time period of warranty, renewal options and cost, the obligations of the pest control company to retreat for termite infestations or repair damage caused by termite infestations within the warranty period, and conditions that could develop as a result of the owners action or inaction that would void the warranty has been attached as part of this document. A consumer information_sheet has also been attached as part of this document. or Technician Completing Estimate ' Date Signature of Customer Verifying Receipt of This Document Date White Copy - Service Provider Yellow Copy - Customer ,✓j b i�l!Jc� ,r a, I I%rt i � _'_5 8 PHOErviffv PEST SOLUTIONS RAR 0, X017 046 P,O. Box 147 Tioga, TX 76271 940 - 372 -9154 T, P. C. L. #13980 SUBTERRANEAN TERMITE SERVICE AGREEMENT TPCL 13980 Customer: ' _ �' "; 1 s �- Property Address:�.};� City: County: _fs ' �" Texas Zip: Billing Address: 3 City: County: Texas Zip ` -� l,4- Telephone (Home):,_ (Work): For a period oto -year beginning on a date of treatment, Phoenix Pest Solutions agrees to service the structure against the attack of subterranean termites .for the sum of $ °- plus tax $ for a total of $ Conductive Conditions to be corrected by owner (Failure to do so could void any warranty): e Phoenix Pest Solutions also agrees that if a treatment is needed within one year of the effective date it will be performed at no charge. Due to the nature of the construction of the identified struc- ture, and /or because of current termite activity and /or damage present, this agreement does not guarantee against present or future damage_of contents nor provide for repair of compensation thereof, f For..- an- additiondl- yedrly sum of a �ptus-�tax $ ' - - - -- total payable each year on or before the month and day of service was performed, Phoenix Pest Solutions agrees to extend this agreement annually, for the lifetime of the structure. Phoenix Pest Solutions reserved the right to revise this annual extension charge after the third year from the contract day, This is transferrable to a new owner with an inspection and approval by Phoenix Pest Solutions. Customer agrees to notify Phoenix Pest Solutions and to arrange for additional service and ad- justment to the annual extension charge in the event of additions or alterations to the structure. Any additional provisions attached hereto including the general conditions /limitations and the in- spection graph, are part of this agreement. DO NOT SIGN THIS AGREEMENT BEFORE READING THE GENERAL CONDITIONS /LIMITATIONS. NOTICE: You the customer may cancel this transaction at any time prior to midnight of the third business day after the day of this transaction. If work is performed with your permission during this period your right to cancel is waived. PHOENIX PEST SOLUTIONS uses only registered termiticides, according to label directions, Phoenix Pest Solutions has provided the purchaser with a copy of the termicide label, which will be used, a consumer information sheet and a graph outlining treatment to be performed. INSPECTION AND TR ATMENT NOTICE LOCATION: , AUTHORIZED SIGNATURE DATE J `' CUSTOMER SIGNATURE DATE LICENSED AND REGULATED BY THE TEXAS DEPARTMENT OF AGRICULTURE • STRUCTURAL PEST CONTROL SERVICE P.O. BOX 12847 • AUSTIN TX, 78711 -2847 • 512 - 305 -8250 OR 866- 918 -4481 dFArArArArA1FAff R ®* ■ Puullbsional e ,"11111111111w INSECTICIDE AND FUNGICIDE A preservative for protection and treatment of wood against fungal decay and wood destroying insects including termites. For the prevention and remedial control of wood ** infesting organisms including: Termites, Drywood Termites, Wood Destroying Beetles, Decay Fungi and Carpenter Ants * *Also for Wood Foam Composite Structural Components��� Active Ingredient: LOT NO. 1-00035115 � Disodium Octaborate Tetrahydrate (CAS No. 12280 -03 -4) ..... 98% PA Est. 64405 -TN -1 2 Other Ingredient+ ...................................... ............................... 2% I EPA Reg. No. 64405 -8 i~ Total.................................. ............................... ...........................100% I Out of Reach of Children +Contains 2% H20 - Absorbed Moisture i Keep **�� First Aid � - -- CAUTIOIr PRECAUTIONARY STATEMENTS Hazards to Humans & Domestic Animals JTION: Harmful if swallowed or inhaled. Causes moderate eye irritation. Avoid contact with eyes or clothing. Avoid breathing dust. Thoroughly wash with soap and water r handling. Remove contaminated clothing and wash clothing before reuse. Personal Protective Equipment (PPE) me materials that are chemical- resistant to this product are barrier laminate; butyl, nitrile, neoprene and natural rubbers ? 14 mils; polyethylene; polyvinyl chloride; and in ? 14 mils. If you want more options, follow the instructions for category C on an EPA chemical- resistance category selection chart. )licators, mixers and other handlers must wear long- sleeved shirt, long pants, socks, shoes, chemical- resistant gloves and protective eyewear. When applying this duct in confined spaces, provide ventilation or an exhaust system; or use a NIOSH- approved dust/mist filtering respirator (MSHA/NIOSH approval number prefix TC -21C) i a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC -23C); or use a canister approved for pesticides (MSHA/NIOSH approval prefix TC -14G) or a )SH- approved respirator with any N,R, P or HE prefilter. User Safety Requirements low manufacturer's instructions for cleaning /maintaining PPE. If no such instructions for washables exist, use detergent and hot water. Keep and wash PPE separately n other laundry. 215 10 21:40 14892W R P2 NET WT. 1 -112 LB. NjSUS Sold by: Nisus Corporation • 100 Nisus Drive, Rockford, TN 37853 Lk 11116- C • R P • ' A T 1 • N (800) 264 -0870 "TIM -BOR and the House Design trademark are registered trademarks of U. S. Borax Inc. and are used under license. Nisus is a registered trademark of Nisus Corporation. OF " " " " " " • Immediately call a poison control center or doctor for treatment advice. 'wallowed • Have person sip a glass of water if able to swallow. • Do not induce vomiting unless told to do so by the poison control center or doctor. • Do not give anything by mouth to an unconscious person. • Move person to fresh air. nhaled • If person is not breathing, call 911 or an ambulance, then give artificial respiration, preferably by mouth -to- mouth, if possible. - Call a poison control center or doctor for further treatment advice. • Hold eye open and rinse slowly and gently with water for 15 -20 minutes. n Eyes - Remove contact lenses, if present, after the first 5 minutes, then continue rinsing eye. • Call a poison control center or doctor for further treatment advice, ave the product container or label with you when calling a poison control center or doctor or going for treatment. You may also contact 1- 800 -424 -9300 for emergency edical treatment information. PRECAUTIONARY STATEMENTS Hazards to Humans & Domestic Animals JTION: Harmful if swallowed or inhaled. Causes moderate eye irritation. Avoid contact with eyes or clothing. Avoid breathing dust. Thoroughly wash with soap and water r handling. Remove contaminated clothing and wash clothing before reuse. Personal Protective Equipment (PPE) me materials that are chemical- resistant to this product are barrier laminate; butyl, nitrile, neoprene and natural rubbers ? 14 mils; polyethylene; polyvinyl chloride; and in ? 14 mils. If you want more options, follow the instructions for category C on an EPA chemical- resistance category selection chart. )licators, mixers and other handlers must wear long- sleeved shirt, long pants, socks, shoes, chemical- resistant gloves and protective eyewear. When applying this duct in confined spaces, provide ventilation or an exhaust system; or use a NIOSH- approved dust/mist filtering respirator (MSHA/NIOSH approval number prefix TC -21C) i a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC -23C); or use a canister approved for pesticides (MSHA/NIOSH approval prefix TC -14G) or a )SH- approved respirator with any N,R, P or HE prefilter. User Safety Requirements low manufacturer's instructions for cleaning /maintaining PPE. If no such instructions for washables exist, use detergent and hot water. Keep and wash PPE separately n other laundry. 215 10 21:40 14892W R P2 NET WT. 1 -112 LB. NjSUS Sold by: Nisus Corporation • 100 Nisus Drive, Rockford, TN 37853 Lk 11116- C • R P • ' A T 1 • N (800) 264 -0870 "TIM -BOR and the House Design trademark are registered trademarks of U. S. Borax Inc. and are used under license. Nisus is a registered trademark of Nisus Corporation. OF " " " " " " .y. A .P I O C: ,O Q C N W C:. 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AW. ence SYMBOLS E KEY SWEET GR SECNON KEY NUMBER BBR DETAIL NUMBER OR -I- KEY 51EET NM ER ANGLE CENTERLINE LNG NOISE DOD (FREEZE PROOF) (D- -- GAS LINE STUB d Pew PERPonaw R PLATE 0 ROUND OR DIAMETER EARTH PLYHOOD Square Footages 1st FLOOR AC 2552 S.F. TOTAL AC 2552 S.F. GARAGE 572 S.F. FRONT PORCH 86 S.F. REAR PATIO 154 S.F. DETACHED GARAGE 283 S.F. TOTAL UNCER ROOF 3647 JSF, SYMBOLS E KEY SWEET GR SECNON KEY NUMBER BBR DETAIL NUMBER OR -I- KEY 51EET NM ER ANGLE CENTERLINE LNG NOISE DOD (FREEZE PROOF) (D- -- GAS LINE STUB d Pew PERPonaw R PLATE 0 ROUND OR DIAMETER ABBREVIATIONS Pm lade only ad a DM. Drd a�xeYlatiDnT,.IF the al-xa Harlon is a diFfrxent —rd tDj dSBlf, e.q. ARCH., BIT., I L: -:'I Porlod5 o a u•;'Jally used when Clbbr3elatln� multiple IA. Y(^ unle LY,:;y are very co—m without perlod5, e q. AFT, WAG, WA, aid WWF A AB ANCHOR 8OLi ABV ABOVE Ai AIRCCNDINCNIW .A(4 X.OE55 AG T AG016TY..AL TILE fare) AFF AB E FIN15 FLIXR A.D AREA DRAIN ADD lC"DJM ADH D ENVE AGj ADJISTAB-E NEGATE HAND A.W AIR LING MIT ALT 'LTERNATE ALUM ALUMINUM M • CE55 PANEL APX APPROXIMATE AF..H ARCHITEG('LRAL) AS ASR -LILT AT. A;PNALT TILE AUTO AUTOMATic, A, AVERAGE ANHG AHRRG B BE4r WHIT) BA5EC.A3 CO BOARD PF BIfOI.D (DOOR) DITUMIIOUS ,G M KING &.C5 BVLG1Nii G, BL T•:.K (GAW eLKr. BL(ZKIW B•I BE BM BENCH MARY. BP SS BI -PA TUDOR.) ERG MARINO BRK BRICK. BS. LOTH 90E5 95MT BASEMENT em OR BOi EDITOR BTWN DETNEEN BA- BEVELED BM BOTH MHY5 C GAB CABINET L.B. CATCH BASIN CEM CEMENT CER CERAMIC CF LLBIL FOOT CWW r.HAN'FER LI -ST PYJN GIP COHC . "aST -IN -HALE UJIIL LIR GI RILE CUR:; GIPCUMFERBGE LJ C Mf101, .DINT OR CON5TFICTOR JOINT LK CALK(IN_) LAILY(INW LL SE CLOT OR CENTEL LINE CLG FILING LLR LLEAR(ANCE) GUS CLOSURE OR CLOSER (DOOR) W CENTIMETER51 (MU CONCRETE MASONRY TRY CD. LASED OPEN N5 COL WLU1N COMB GPPIGINATIOR COMIC CONCRETE WND TAG)CORDER5EZ 6,01451- 4ONSTRILTION CON, lgNTINO115 CETER CONTRACTOR GORR. CORRUGATED CPR COPPER C OR LPT CARPET (4R5 CLUR555) C5tTT LA`_EPENT 6.51' CAST 5rONE CJ GBRAMIG TILE CM CENTER (P- COUNTFk CY GANG YARD D 12'D 12' DEEP D DRYER, OR DRAIN On DOUBLE DECO DECORATIVE GEM DENAOLI5H, DETK L TION DEP PEPRE55EP GET DETAIL op. DRINKING FOUNTAIN ON DOUBLE "I DIA OR DIM DIAMETER DIM DIMENSION DL. DEAD LOAD DN DON (STAIRS) OP DAMP - PROOFING OR DO R DRY DRYER MAGHINE US DOIWSPOUr D,5 DRAWER STACK (CABINET) DT. DRAIN TILE On DETAIL DH DISH NA5HE R DWG OPANIN4 D R PRAH' E EA EACH EB EYE&12W(RAT ARCIU EF. EACH FACE El EXPM51QN JOINT EL ELEVATION ELM. ELECTRIGAU EP. ELECTRICAL PANEL ED :1V1 E5T ESTIMATE E:!L. ELECTRIC WATER COOLER Ew EXISTING ":H E.CHAIUST EXT E[IERIOR. F EARTH PLYHOOD SAND GR GRAVEL FILL ® INRILATIW SHEATHI W HOOD STUD PARTITION BATT INSULATION rL� 1-7(4 WOOD P05T OR 7 -25 RIGID Ial-ATIG LM-EI5 OTHER'IISE NOTED FRB FREEZE NOSE 8108 GRIGK HATER CL-T CONCRETE BLOCK G GA 6XXE (+E. GYP9UM 6VALU BOARD GENERAL LTRACTOR GN ,C. D GRAGE OR GRADING CDO A'RkIE DD;/R<RFE?ER COCRETE M;SHOVER STONE 42-H 42' HIGH TYKU ILC�d STEEL O LAYAiORY p @ENWMl, LUMBER ❑ ❑ DOUBLE SINK BOCIVY WJRZ HORIZON TAL NR NOJIR H.R. NALF IMNP (WINDOW) ❑ 5UKLE SUNK FINSM GRAD£ )iOOD B. IRONING BOARD ABBREVIATIONS Pm lade only ad a DM. Drd a�xeYlatiDnT,.IF the al-xa Harlon is a diFfrxent —rd tDj dSBlf, e.q. ARCH., BIT., I L: -:'I Porlod5 o a u•;'Jally used when Clbbr3elatln� multiple IA. Y(^ unle LY,:;y are very co—m without perlod5, e q. AFT, WAG, WA, aid WWF A AB ANCHOR 8OLi ABV ABOVE Ai AIRCCNDINCNIW .A(4 X.OE55 AG T AG016TY..AL TILE fare) AFF AB E FIN15 FLIXR A.D AREA DRAIN ADD lC"DJM ADH D ENVE AGj ADJISTAB-E NEGATE HAND A.W AIR LING MIT ALT 'LTERNATE ALUM ALUMINUM M • CE55 PANEL APX APPROXIMATE AF..H ARCHITEG('LRAL) AS ASR -LILT AT. A;PNALT TILE AUTO AUTOMATic, A, AVERAGE ANHG AHRRG B BE4r WHIT) BA5EC.A3 CO BOARD PF BIfOI.D (DOOR) DITUMIIOUS ,G M KING &.C5 BVLG1Nii G, BL T•:.K (GAW eLKr. BL(ZKIW B•I BE BM BENCH MARY. BP SS BI -PA TUDOR.) ERG MARINO BRK BRICK. BS. LOTH 90E5 95MT BASEMENT em OR BOi EDITOR BTWN DETNEEN BA- BEVELED BM BOTH MHY5 C GAB CABINET L.B. CATCH BASIN CEM CEMENT CER CERAMIC CF LLBIL FOOT CWW r.HAN'FER LI -ST PYJN GIP COHC . "aST -IN -HALE UJIIL LIR GI RILE CUR:; GIPCUMFERBGE LJ C Mf101, .DINT OR CON5TFICTOR JOINT LK CALK(IN_) LAILY(INW LL SE CLOT OR CENTEL LINE CLG FILING LLR LLEAR(ANCE) GUS CLOSURE OR CLOSER (DOOR) W CENTIMETER51 (MU CONCRETE MASONRY TRY CD. LASED OPEN N5 COL WLU1N COMB GPPIGINATIOR COMIC CONCRETE WND TAG)CORDER5EZ 6,01451- 4ONSTRILTION CON, lgNTINO115 CETER CONTRACTOR GORR. CORRUGATED CPR COPPER C OR LPT CARPET (4R5 CLUR555) C5tTT LA`_EPENT 6.51' CAST 5rONE CJ GBRAMIG TILE CM CENTER (P- COUNTFk CY GANG YARD D 12'D 12' DEEP D DRYER, OR DRAIN On DOUBLE DECO DECORATIVE GEM DENAOLI5H, DETK L TION DEP PEPRE55EP GET DETAIL op. DRINKING FOUNTAIN ON DOUBLE "I DIA OR DIM DIAMETER DIM DIMENSION DL. DEAD LOAD DN DON (STAIRS) OP DAMP - PROOFING OR DO R DRY DRYER MAGHINE US DOIWSPOUr D,5 DRAWER STACK (CABINET) DT. DRAIN TILE On DETAIL DH DISH NA5HE R DWG OPANIN4 D R PRAH' E EA EACH EB EYE&12W(RAT ARCIU EF. EACH FACE El EXPM51QN JOINT EL ELEVATION ELM. ELECTRIGAU EP. ELECTRICAL PANEL ED :1V1 E5T ESTIMATE E:!L. ELECTRIC WATER COOLER Ew EXISTING ":H E.CHAIUST EXT E[IERIOR. F FAS Fa'STENERI FB. FUONIHE CA. FPO. FDOOPaD wOTHERS F D FLDDP. DRAM R F.E. FIRE EXN=R FF FI,E FLOOR (LINFJ (LI FG FIXED LA55 FGL FIEERQLAffi FIN FINISH FLG FLASHING FLR FL' JR(NL1 PLUR K=ENT (LIGHT) N F,NCE FNln JNDATION FrRE R FP p FIRE PROOF FRB FREEZE NOSE 8108 FPL FIREPLACE F AIN G) m F5 FULL SIZE 9ZE FTC, RF'RE (l FUR FTPZRECYIW) G GA 6XXE (+E. GYP9UM 6VALU BOARD GENERAL LTRACTOR GN ,C. D GRAGE OR GRADING CDO A'RkIE DD;/R<RFE?ER GFI GROUND FAULT INTERRUPTER GL GLAE— OR GLAZING GLBK. GLAGG BLOCK GI GALVANIZED IRON CT GROUT 42-H 42' HIGH TYKU H HB H96E BIBS HG HOLLRM CORE HD HEAD OR HARD HD HEAT DETECTOR OR HEAVY LVTY HIM HEADER HOW HARDMARE MT HEIGHT MM. HOLI-W METAL WJRZ HORIZON TAL NR NOJIR H.R. NALF IMNP (WINDOW) Nrri HORIZONTAL -HOER HTG HEATING WAG IEATIW/FNnLATINGAAIRCONG- HVD NARD+OOD i'FLOOR'a) B. IRONING BOARD D. INSIDE DIAMETER IL O. IN LIEU OF I M. INSULATED FETAL INS OR IWAR IN9ILATED(TIdU TNT INTERIOR JET 015T (FLOOR OR ROOF) J JT JOINT W KNOCKDONN(CEILING) K IT KITCHEN KO KNOCKOUT KM KILKFLATE (ON DOOR) KVS KNEE SPACE L LAM. LAMINATEV LAV LAVATORY (51144 L BD. LOCATI ON BY OTHERS LIV LIVING L L LIVE LOAD LP LAMINATED PLA5TIC LSL LAMINATE D 51RAND LUMBER LT LIGHT L T. LAUNDRY TUB LTL LINTEL LVL LAMINATED VENEER LUMBER LVR LOWER METEF(5) MM MAX MAXIMUM PAS MASONRY MAIL MATERIAL MC MEDICINE CABINET NECH MECHANICAL MFR. MANUFACTURER MR MANHOLE MIN MINIMUM MR MIPROR KSG MISCELLAIEOU'S MUD MOULDING MM MILLIMETER MMB MEMBRANE M.O. MASONRY OPENING MOD MODULAR PRO MARBLE MTL PETAL W MGNTEDIIW) MALL MILLION OR FULLED NOT AFRICABLE NWA NIA. WT IN CONTRACT NL HAILABLE NOM NOM NAL NTZ NOT TO 'KALE NGVD NAT C£OOETIG VERTICAL DATUM OOA OVERALL 005 OEGGT Er;LASE) OC ON CENTER OC ,AEU OVERHEAD CABINET 00. OJTSVE DIAMETER Ob.D. OVERHEAD GPRA6E DOOR OVERHEAD OH RH 0, OPENING OPT OPTIONAL (358 ORIENTED 5TRANp BOARD "AR PARALLEL PFD. PARTIGLE BOARD M GONC PRECAST I)WREIE PE FORGELAIN ENAMEL FED PEDESTAL (zINl'i PERI PERIMETER PKG PAWMG R PLAYE(IEIL'HT) ,J_ AM, H ASTIC LAMINATE PLA(, FLASTB! PAIL PANEL PNT MINIM) PR PAIR (OF) PREAB PREFABRICATED F'cF PNNDS PER YVWRE FOOT P9 Po RE R SQUARE INCH P5L PARALLEL STRAND LUMBER PIN PAPTITIGN P.T. FRi HIRE TREATED WOD) W PAYTSJ)OR PAWN, PVG POLYAWL. CNLOR:OE (PIPE) FVMT PAVEMENT RND RTHOOD QOT QUARRY TILE R R RISCP ( t • TAMP-„ RVA RION R AiR RB RADIUS ehiE RFD RABBIS R&. RUBBLE FD. ROOF PFAIN REF REEK OUIPB.ATUFt M RES, REQUIRED RES FE9LIENT REV kREV6 REM-ED REINF El0REO(IW,) — JOFING RJ S 0 FR AI ING JIIVLTION OX RLG AILING R[M RANGE WI MCRWIAYE RM ROOM RA. RQXTI AW RAH RIGHT OFF MAY RS AR RdS ROD MD STEWS' S % SOLIp GORE (DOOR) 5GH SGEDLE 5D MoKE DETECTOR EG YLTION 5F 5WARE FEET ,f-L. SAFETY GLA55 S GD. SLIDING GLA% DOCC 5H 51ROLE HUM OR JIT ((C:ANIW) 5HEETSHELFMW) SNTHG 5HEATHIW .NH SIMILAR 5N 'L SKYLIGHT % 510E-1GHT OR SLEEVE 5Nr SEALANT 5PG SWER SPEC SPECIFIC. =.TN S 511,- (AUDIO) 5PEAKB;�S) 55T. 5TAINLE55 STEEL STD STANVARD 5T6 OR 5TO 5TORAGE ST- STEEL SIR STRUCTURAL Yl 9G/ARE 55 �VEv T T TREAD TAT 5TAR5 OR. TILE TB. TONED BAR TED. TO BE DETERMINED TC TERRA 60 TC.J. TROVIELEO CONTROL JOINT TEMP TEMPERED(GLA551 T46 TONGUE 1 GRIXIVE TEL TELEPHONE THK TIAWNES5) TNR RRE51OLD rI)C TOP OF CONCRETE TOP. TOP OF FOUNDATION TO " Top OF MASONRY T OYR, TOP OF NNNpG" TR OR TRN TRANSOM (WINDOW TP TOILET PAPER HOLDER TV TELEVISION CUTLET OR LOCATION TYR TYPICAL U UO LNDERCM(POOR) UNF UNFINISHED UNO UNLESS NOTED OTTEP.WSE V MB VANITY BASE V.B VAPOR BARRIER `,536 W HIVE VANITY EASE VELT VERTICAL NN f94EET)VINY- v5 VEGETABLE 914K T. VINYL TILE W N .W WN X 30 -H HALL LAB M HIDE GR, HASHING MACHINE NC HATER GL05ET NO W OE FLANGE (STEEL BEAM) HN MATER HEATER I HALL HIM HI HRO*HT IRON WIG HAZY- -TN CLOSET MIN WINDOW WNW NTH OR HITHOVT WP HATERRROCFEW) W R. HATER RE515rANT MS. MATER SOFTENER P15GT WAINSCOT WT H NALL TO HALL Z O � m Tm Q U) N O N a O 7 JOB NO: PRQI 141311t CER DRAWN: CER GEC(®: CER Ca. sh"t A1.0 MAIN FLOOR NOTES TYPICAL CONSTRUCTION w>rE_FL�.;R L WING.WGRILLS ARE OPTIONAL ASSEMBLIES: 2 ALL NON - DIMENSIONED PARTITION5 (fi'11 NOTE -T•'] ARE 3 I/2' ROtk5H. A. TYPICI,L FN' GCW-STRI'�TION� 3 ALL Mt5LED PARTI710P6 `RE 45 GOhIF751TION ROdF SHIP ULES ON DEGREE' UNLE_ 5 OTHERWISE NOTED. UNDERLAYMENT ON R,; JF PEATHING ON 4. PRO, IDE MINIMUM 2 -2x123 w.- 1.'2' Rc1'F FRAMING MEM9ER5 AS NOTED ON PLYWGOC FLITCH PLATE AT ALL FLG7R PLANS. GEILIt15: 5�8" GYPSUM EXTERIOR WALL OPENINGS AND INTERILF BOARD. EEARRK WALL OPENINGS UNLESS B TYPICAL WALL CC>,r�TRU6TION: OTHERHL,E NOTED. SIDING OR STONE ON 5;8' INSULATING 5. ALL EXTERIOR DIMENSIONS ARE TO FADE WALL SHEATHING ON 2x50IDS, IL° OF 5TUDS UNLE55 OTHERWISE NOTED. INTERIOR,: 1/2' GYPSUM E ,. -I? 6. ALL TRUr:6E5 TO BEAR ON EXTERIOR 6. TYPICAL FPAME FLOOR C' NTPI I-- TION." N•ALLS ANWOR GIRDER TR55E5 LNLE55 FIN151 FLOORING ON 1 1,2' FLOOR OTHERWI5E NOTED ON ^LAN5. SHEATHING ON 2X H.IEr FLOOR ON I6" -I TRL'_ 5 MFG. TO 51,E MEMBERS, DEEP FLOOR TPUJ E5 rS NOTED ON FAYE'TPS, HANFEF5 H SET WAGING FLOOR PLANS. MAIN FLG'CR CEILING: 5/8" FOR ALL TIP ' '65 GYPSUM BOARD. 8. WINDOW SUPPLIER TO VERIFY AT LEAST D. FOUNDATION FLOOR C,ON5TPVTION ONE WINDOW IN ALL BEDROOMS TO 'WE SLAB ON GRADE (DESIGNED BY OTHERS) A CLEAR EGRESS OPENING OF 5.150. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT 'C b, AND 20" IN WIDTH; 51LL HEIGHT NOT FOUNDATION NOTES GREATER THAN 44" ABOVE FLOOR. 9. ALL HANDRAIL BALUSTERS TO BE WAGED 5UCH THAT A 4" SPHERE CANNOT PA55 I 5TRUGTURAL FOUNDATION PLANS SHALL BETWEEN BALUSTERS. BE BY OTHERS. SEE STRUCTURAL 10, ALL ELECTRICAL AND MECH /•NIG AL FOUNDATICN AND FRAMW, FLANS FOR EQUIPMENT 8 METERS ARE FUFJECT TO STEEL CC'LUMN, STEEL BEAM, WOOD P05T PEL06ATION WE TO FIELD C )NITION9; 51ZE5, AND [ IMEN51ON5. GONTRA6TOR TO VERIFY. 2. DROP TOP OF FOUNDATION AT GARAGE II. FOR ADDITIONAL NOTES SEE GENERAL DOOR, NOTES ON TITLE SHEET 6 DETAILS. 3. .:NOP T-P OF FOUNDATION AT PORCH 12. ALL TYPICAL WINDOWS 6' -0" IN HT AND STOOP. SMALLER THE HEAD HEIGHT SHALL BE 4. PRG.IDE P05T BASE (SIMPSON OR EQUAL) T -10' ABO\ - FINISH FLOOR (UNOJ AS FCLLOWS: 13. ATTIC ACC;Y3 , 5 1 /2`.5 ` ]'.N.OU POST SIZE P05T BASE 14. PLUMBING ACCESS (12 "xl2' ". 4x4 ABB44 15. 5TRUGTDRAL ENS PRC ,ICED BY OTHERS 4x6 ABE46 a / I6. ALL AP: -,HEO OPENINGS ARE AR(;HING 4.6 ABE46 FROM -0" TO 8' -1" N ?Y2 $'2" `2" 2' -0" 5' -O' 68,_3• Z I'-W2"[, . ^T' 4' -5" 2' 18' -4.. 48' - &V2' 2� ❑ IJ� N L ----- J o X01 ,6' Y rA7 O N N N \ \ SLOPE V O I/B'PER FT /cb 'C b, 0 T I I w_ `- ----------- --------' Y ' ❑❑ N � S w / n ♦ I V, Tr O N` N- $'2" `2" 2' -0" 5' -O' 68,_3• Z I'-W2"[, . ^T' 4' -5" 2' 18' -4.. 48' - &V2' 2� N� 5 '_9V2 3'_0" 12' 21'-4' 12' -O' 4/4" e._lya" Foindation Profile SCALE V8' =1' -O' mn, -c T5' -5" 36 4ly -11- V2' N� `-IVY 6' -2" `-�2" II "Y i n N ` Z O ° m a � O w N IA W V C 4) O N O II_I DRAWN: PRDdKW CEO DRAWN: Ell CIECK®: CER F-re ",- P'OHI® A1.1 ❑ _ ❑ L ----- J Y N N N \ \ SLOPE V O I/B'PER FT /cb 'C b, I I w_ `- ----------- --------' Y ' ❑❑ N � S n ♦ I V, Tr rn a a / /• b N T 8r 8r / All w \_ 2 `-TV2 I 42 3 I' .�v � � SLOPE � I T 5 '_9V2 3'_0" 12' 21'-4' 12' -O' 4/4" e._lya" Foindation Profile SCALE V8' =1' -O' mn, -c T5' -5" 36 4ly -11- V2' N� `-IVY 6' -2" `-�2" II "Y i n N ` Z O ° m a � O w N IA W V C 4) O N O II_I DRAWN: PRDdKW CEO DRAWN: Ell CIECK®: CER F-re ",- P'OHI® A1.1 I 0 3 MAIN FLOOR NOTES N7TE_FLDJP. I. WINCI)N GRILL5 ARE OPTIONAL 2 ALL NON- DIMEN'510HED PARTITIONS ARE 31/2" F'OUGH. 3 ALL ANGLED PARTITIONS ARE 45 DEG41EE5 UNLESS OTHERNI5E NOTED. 4 PROVIDE MINIMUM 2- 2x12'5 w/ I12" PLYVY:OD FLITCH PLATE AT ALL EXTERIOR HALL OPENINGS AND INTERIOR BEARING NALL OPENINGS UNLE56 OTHERWISE NOTED 5. ALL EXTERIOR DIMEN51 ^,?r5 ARE TO FAGE OF 5TU05 UNLE55 OTHEFN15E NOTED. 6. ALL TRU56ES TO BEAR. ON EXTERIOR NALL5 AND /OR GIRDER TRU55E5 UNLESS OTHERWI5E NOTED ON PLANS. T TRU55 MFG TO 51ZE MEMBER5, FA5TENERS; HANGER5 8 SET SPADING FOR ALL TRU55E5. D. KNOX SUPPLIER TO VERIFY AT LEAST ONE HINDOH IN ALL BEDROOMS TO HAVE A CLEAR EuPE55 OPENING OF 5.150. FT. HITH MIN DIMEN510N OF 24" IN HEIGHT AND 20" IN WIDTH, SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. q. ALL HANDRAIL BALU5TER5 TO BE SPACED SUCH THAT A 4" SPHERE CANNOT PA55 BETWEEN BALU6TEF.5. 10. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT t METER5 APE 9UB!EGT T7 RELOCATION DUE TO FIELD GoNPITONS- GONTRALTOR TO':'ERIFY, II FOR ADDITIONAL NOTE5 SEE GENERAL NOTES ON TITLE SHEET E DETAILS. 12. ALL TYPICAL WINOON5 6' -0" IN HT AND SMALLER THE HEAD HEIGHT 54ALL BE T-10' ABOVE FIN15H FLOOR N.N.OJ 13 ATTIC ACGE55 (25 1/2'-4" UNOJ 14. PLUMBING AGGE55 62 "x12 "). 15. STP,}�TURAL ENO. PRc VIDEO BY OTHERS 16. ALL ARGHEO OPENIN65 ARE ARGHIN6 FROM 8' -O" TO 8' -q' Main Floor Plan SCALE. V4 " =I'O' —1 TYPICAL CONSTRUCTION ASSEMBLIES: W0rE-TfAI A. TYPICAL ROOF CON5TRUGTIOK GOMP051TION ROOF SHINGLES ON LNDERLAYMENT GN ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS GEILING 516" GYFaH BOARD B. TYPICAL 'NALL GON5TRLYTION- 5101NG OR STONE ON 5/8" INSULATING HALL SHEATHING ON 2x STUDS, 16" 01, INTER, 9R: I/2" GYPSUM BOARD. G TYPICAL FRAME FLOOR ONSTRIr TION FINISH FLOORING ON 1 1/2" FLOOR SHEATHING ON 2X `JJBF FLOOR ON IG' DEEP FLOOR TRUSSES A5 NOTED ON FLOOR PLANS. MAIN FLOOR CEILING. 5/8" GYPSUM BOARD. D. FOUNDATION FLOOR CON5TRUGTI N_ SLAB ON GRADE (OE5I6NEO BY OTHERS) h N O > W � F W a 0 w m W tl2 ■ O N i O E� JOB ND: PROD — cER DRAWN: CER CHECKED: CER FLOOR PLAN A1.2 - Squm F -tegee 1st FLOOR AC 2552 S.F. TOTALAC 2552 S.F. GARAGE FRONTPORCH REARPATIO DETACHED GARAGE 572 86 154 283 S.F. S.F. S.F. S.F. TOTAL UNDER ROOF 3647 S.F. h N O > W � F W a 0 w m W tl2 ■ O N i O E� JOB ND: PROD — cER DRAWN: CER CHECKED: CER FLOOR PLAN A1.2 - Roof Plan I I O 12 10[7, 12 ,;Qlo IQd2 SLOPE Left Elevation SALE:'2' =1' -O' —1 -1 12 10.12 %APE BI21GK 13MCK 69 12 lop, ■ ■v■w■ ■..■v � vauv. :CFLE. 1/8' =1' -O' - -c rrvnt mevduvii .Y,ALE. I(4' =I'l ' 12 �10 l0 12 SLOPE O FINSH FLOOR MAIN FLOOR NOTES NOTE FL`l I WIND:: W GRILL5 ARE OPTIONAL 2. ALL NCO -DltiS ICNED PARTITIGN-- ARE 31,Z `O 11 3. ALL AN5LED PAFTITION5 ARE 45 DEGREES UNLE55 OTHERHI5E NOTEC. 4. PROVIDE MIN 2- 2x12', HI I:'2" PLYVa20C FLIT;;H PLATE 1,T ALL EXTERIOR HALL OPENN,>5 F.ND INTERIOR BEARING WALL GFENIN65 UNLE -1 OTHERWISE NOTLG. 5 ALL EXTERIOF D ONS IMENSI ARE TO FACE ('F STUC5 UNLESS OTHERMI5E NOTED. 6, AL'. TRH, -SE TO FEAR ON EXTERIOR WALLS AN' GR OIRPER TRUSSES UNLESS OTHERWISE NOTED ON FLAN5. 7. TRIK': MF Y. 10 SIZE MEMBERS. FA5TENE5, HA.N&ER5 t SET 5PACIM5 FOR ALL TRL --E5. 5. AINF ?W SUPPLIER TO VERIFY AT LEAST ON` WINDOW IN ALL BEDR X!MS TO HAVE !. CLEAR EGREFr OPENI143 Gr 51 50. FT WITH MW. DIMENSION OF 24' IN HEIGHT AND 20' IN WIDTH, 51LL HEIGHT WT ,Rc, TER THAN 44" A`O -.E FLOOR. Q %ALL HANDFAIL BALU5TER5 TO BE SPACED 9AGH TH-.T A 4" SPHEkc CANNOT PA BETNEEN E. +.LUSTEFS. 10, ALL ELECTRICAL -,NE MECHANIG ,',L EQUIPMENT d METE5 A2 5UE FGT TO REL JGATICR EVE TO FIELD CI NDITICN9 CONTRACTOR TO ERIEI( 11. FOR AD PITICNAL %TE.; 5EE CENERAL NOTE5 ON TITLE SHEET 1 FETA IL5. 12. ALL TYPICAL WINDOWS o' -0' IN HT AND SMALLER THE HEAD HEIGHT SHALL BE l' -10" ,4BOvE FINISH FLOOR NN 0.) 13. ATTIC AGGE55 (25 1/2'x54" UN 0 ) 14 PLUMBING AGGES5 (12 "x12 ") 15. 5TRUGTURAL EWi. PR.:' AIDED BY OTHERS 16 C.LL .ARCHED OPENINGS ARE ARCHING FRJM tl' -0' TO Q' TYPICAL C NSTRUCTION ASSEMBLIES: NOTE_TGAI A. TYPICAL POOF GON5TRLGTION: COMPC:IT: �N ROOF 5HINGLE5 ON UNDERLAYMENT ON ROOF 5HEATHIN'G ON R.00F FRAMING MEMBER5 A5 NOTED ON FLOOR PLANS. CEILI% 5%8" GYP" E30ARD. B TYPIGAL WALL C.ONSTRUGTION: 51DING OR STONE ON 5!5" INSULATINS HALL :iIEATHING ON 2x 5TUD5, 16" O.G. INTERIOR lit" SYPSUM BOARD G. TYPICAL FRAME FLC•9R GON5TRUCTION: FINISH FLC-.?RING CN 1 1/2" FLOOR SHEATHINS ON 2X 5UBF FLOOR ON 16" DEEP FLOGP TRI ,",F5 A5 NOTED ON FLOOR PLANS. MAIN FLOOR CEILIPY 518" GYF'SI,R1 BOARD D FOUNDATION FLOOR CONSTRUCTION: SLAB ON GRADE (GE5I( NEV BY OTHER5) N O Z O w � Q O W N N 0 N O �I d0■NO CHIECK D'. CER OAIIYYN: CER CIECKED: CER Rna Plan Exterior Ele otlo A1.3 ELECTRICAL NOTES: I. FROVIDE AND IN5T:;LL LOCALLY GERTIF;ED ML KE 7 _TEGTOP.5 AS KEWIRED BY 114T IOW ' L FIFE PR7TEGTI ^,I : ,Jf IATION INFRA) AND MEETING THE REWl'EMEENI OF ALL L- C'•.EF41F15 CC OE5 2 PRO`. ICE AND INSTALL (,ROUND FAULT GIr,VIT- INTERRUPTER_• (CFI) AS RE%FZED BY NATIONAL ELE6TPIG GC DE (NEC) AND MEETING THE RE00 IREMENT5 JF . -1L f,GwERNING %.ODES 3 ELECTRIC `L G'. 41 'i.GTDR TO FR7. 0: r'MIRED PIT' T HOOK - LP5UJ -G� -FS 4. 1'. AG C JNTR- ,GTOfl, TO VERIFY THEP. ' hTAT LOC x5'14; ALL ELEGrF!GAL '•NC' MC. HANIGAL 5OUIPMFNT -0.(IE FURNACES, A, UNITS, ELECTRICAL PANELS, WATER HEATERS; A�.= 119, IT 70 PF.LC.tiATI'JI DUE TO FIELD CONDITION -i. ELEGTRIGAL Et, I'. AB-E FINISHED FLOOR. SHITGHE50'.ER COUNTER ... . ...48' TO CL WALL ✓JTLF.TS 6 ER'OIINTEP. ...48• TO GL REMAININ65NIMAE3 ... ...48' TO GL PIALL OUTLETS . ... ... . ...12" TO GL BATH VANITY BTRAC, ET OUTLET U" ABOVE TOP OF MIRROR) . ...67" TO CLI'2 WATER SOFTENER AND SUMP OUTLETS `Id' TO GL TELEP,ONE (VTLET5 12' TO GL TELEV1510N OUTLET: 12" TO GL EXTERIOR 6F1 WTLEi , ... ... I2" TO GL GARAGE ('FI (ABC'. L 6A ..ATE FL )Ci "1 43' 1 J GL BASEMENT WALL )UTLET5 ... . ...48' TO GL FRONT DOOR COA,:H LIGHT .... ...12' T^ GL GARAGE DOOR GOAGH LIGHT, (ABOVE GARAGE FLOOR) 84' TO GL 64' TO BTM DINT% AND BREAKFAST FIXTURE ...OF FI OURE P6" TO BTM FOYER AND 5TAIR 4AY FIXTURE OF FIXTURE THER'105TAT . ... . ... . ...54° TO GL DOORBELL GHIME5 .. . ... . ...64' TO GL LEVEL W DOORBELL BUTTON .. . ... . ... DR HANDLE KITCHEN HOOD FAN 'WIIP" ... . ...66' TO GL k.ITGHEN WALL HUNG MIGROWAVE CEILING MOUNTED INGANDESGEN7 LI HT FIXTURE OUTLET 16' TO GL KITCHEN 12I5H44A94ER PBGEPTAC.LE ...UNDER SINK KITCHEN PANEE . ... . ... . ...24' TO GL KITCHEN REFRIGERATOR 48' TO GL Wa.'_'HEP DRYER OUTLET 48' TO GL C'. = CENTER LINE I = FIELD .'ERIFY 2 = WoTER B / NTH STANDARD 30" HIGH WN11 r 1•" BE RAISED 4' tN ELECTRICAL KEY I$ SINGLE POLE OUTLET p3 DUPLEX CONVENIENCE OUTLET I$ DUPLEX OLRLET A137,E (WNTER pa , '1EATHERPP-IX)F DUPLEX OUTLET #GFI CROUND -FWLT GIRGUIT- INTERRUPTER O4'FLEX C'I.RLET p3 HALF- SWITGhLD DUPLEX OUTLET m 5FEGIAL PURP05E OUTLEVJ.WTION BOX 4� DUPLEX OUTLET IN FLOOR I*Z,)V 220 .'OLT OUTLET . � I CD rn I I I I y I I XQ,Z 1 � - -- - - - -J L - - ---- II D I Q��QbrlQb An (b _ n 6 \ \ n N Z o O W m F > Q D W W W Q W W 4) cc O N a O " ft PRQI WOR 0 DRAWN: CER CHEd®: CER ELEGTRK.AL PLAN A1.6 NALL SMITGH �-j THREE -MAY SWITCH i_4 FOUR-WAr SWITCH PHECSTAT 5WITGH -e- DIMMER SWITCH C?J REINFOPi.ED JUNGTIM BOX CEILING MOUNTED INGANDESGEN7 LI HT FIXTURE I.� rY WALL MOUNTED INCANDE5GENT _16HT FIXTURE -¢- RECE55ED INCANDE56ENT LIGHT FIXTURE A INNGANDE5G� LIGHTTFFIXURE EYEBALL �l- N INGANDESGENT LIGHT FIXTL`RE�" WITH PULL CHAIN - " I--X? EXIT LIGHT I - - - - - - - - ELEGPANEL G: EMER6EWr LIGHT ":1 = =: j FLUORESC ENT 1-16141 FIXTURE Y FLUORESCENT LIGHT FIXTURE WITH UAL CHAIN 0 TRACK: LIGHT EXHAUST FAN KENT TO - EXHAUST EXTER FAWL16HT COMBINATION BINATIION (VENT TO EXTERIOR) '\ EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) c _ _ - _ _ = \ •\ i' j-O,, PL AHBJTTGN 94ITGH ® 5MOYE DETECTOR c - CD HEAT DETECTOR _ _ I I _ _ II EA CO2 DETECTOR QT THERM05TAT / \ \ ® O I QQ Q SPEAKER TELEPHONE \�. N C OMPUTER U - b ELEGTRIG METER - - - - I \ ` ELEGTRIG PANEL . GEILING FAN (RW IDE ADEOUATE SUPPORT) •/' •� / - ° 9 = _ - I�O _ _ _ - - - - -- ----- - \ - -- --- -- / J I- GEILIW, FAN WTH INGANOE5GENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) Ll - I\ \ I---- - - - -�I r - - - - -� F----- - - - - -- -- I I----- - - - - -- — \ L L--------- - - - - -J pp xr � r - -7­ d� CID . / y _ - _ _ - /I _ I n I I I b � I �• _ FIN QA 13TH r�i r---- ------ ----� 11 O ®-II Electrical Plan 5( .LE I M1' -T ­1 c . � I CD rn I I I I y I I XQ,Z 1 � - -- - - - -J L - - ---- II D I Q��QbrlQb An (b _ n 6 \ \ n N Z o O W m F > Q D W W W Q W W 4) cc O N a O " ft PRQI WOR 0 DRAWN: CER CHEd®: CER ELEGTRK.AL PLAN A1.6 10:12 - SLOPE 12 lo 10:12 SLOPE 12 �10 MTL. GATE MTL.- ORATE 12 10 12 10 10:12 SLOPE GHI MNEY GAP Is COURTYARD FP 10:12 SLOPE 11 ■I■ = ■I ■I ■�E�U = -e.Ue- Right • • Wall SCALE I MAIN FLOOR NOTES FLOOR; I WINDOW GRILLS APE OPTIONAL 2. ALL WA- DIMEN510'!ED PARTITIONS (f-4 ARE 3 1/2" F0U6H, 3. ALL ANGLED PAR71TICrK ARE 45 CEr'7 014LE35 - fHEzZN15E NOTED. 4. PFC, IDE MINIMUM 2- 2x12's n/ 112" CLY1,110D FLITCH PLATE `T ALL EXTERIOR N%,LL OPENIN55 AND INTERIOR BEARIN=5 NALL G'ENINCS UNI.E °.5 OTHERW15E NOTEF. 5 ALL EXIEN!.',t DIMEN51045 '.RE To FACE CF STUDS UNLES; OTHEFI'115E NOTEL. 6. ALL 1R1155Eo TO EtAR )N F,TERIOR MI_1_5 SNP 9R',IF'.DcR TRJ`;ES UNLE5fi O(HE+<1115E NCTED ON PLAN5. T. TRUr, ".=G. TO SIZE MEMEERG, FAETENE', HANi5ER5 E •ET 57ACING FOR ALL TPI DES. O. IiINU?W yOPPLIER TO'. ERIFY AT LEAST ONE NINDON IN ALL BECP.00hY TO HAVE A CLEAR E6P.E55 OPENIN5 OF E•l 50. FT IN, MIN. DIMEN510H Or= 21- IN HEIGHT AND 20' I.`! WIDTH, •iLL HE16HT N,iT GREATER THAN 44" .A50 E FLC�R 9 ALL HANDRAIL BAL16TER5 TG BE 5PAGED 5L +:H THAT A 4" SPHERE CANNOT FA:fi BETHEEN BALNiTERS. 10. ALL ELECTRICAL AND MECHANICAL EJUIPMENT I METEP5 ARE SUBJECT TO RI ATI-N DUE TO FIELD CONDITIONS, GONTF.�.GTOR TO VERIFY 12 IL FOR ACDITIONAL NOTES SEE GENERAL NOTED ON TITLE SHEET d DETAILS. 10 12. ALL TYPIC' L WINDOWS 6' IN HT AND SMALLER THE HEAD HEIGHT 5HALL BE 1' -10" .•.ry. FINISH FLOOR N.N 0.1 13. ATTIC AGC ESS (25 Il2k54" U.NO) 14 PLUMBING A!.GE55 (12 "x11 ") 15. 5TRUGTURAL ENS. PROVIDED BY OTHER I6 ALL APGHED OPENINGS ARE ARCHING FF OM V -O" TO 8' -Q' TYPICAL CONSTRUCTION ASSEMBLIES: �OTE_ A. TYPICAL ROOF CONSTRUCTION: COW051TION ROOF 5HINGLE5 ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. CEILING W8" 6YP91M E %)ARD E3 TYPICAL WALL CONSTRUCTION: SIDING OR STONE ON 5/5" INDILATIN5 WALL SHEATHING ON 2x 5TUD5, I6" O.G. INTERIOR 1/2" 6Yf .SUM WARD G. TYPICAL FRAME FLOOR GON5TRLGTION: FIN15H FLOORING ON 1 1,2" FLOOR 5HEATHING ON 2X, SUBF FLOOR ON I6" DEEP FLOOR TRU55E5 A5 NOTED ON 12 FLOOR PLANE-. MIN FLCJR GEILIN6 518" GYPEOM WAP, 10 D. FOUNDATION FLOOR C015TRUCTION: SLAA ON GRADE (DESIGNED BY OTHERS) n N Z � O N w Q O W 7 rn O N O JOB NO: PNOJMeYt: CER DRAW CER WEI CER Exterior Elevottom AlA scrt, ;zevsrop . VOL. fl.� sto - 0 ^ LOT _2 R� 1 A. : F. A : T ! F ,_AND A -, ­ACT C)F LAND NORTH SIDE ADD'T..),N1 j DESCRIBED it: A DEED TO DESCRIBED IN A DEED TO ' CAB A SLIDE HERMAN _'h!'vFRS ET UX L C TARRANT c P T r T VC)L ,384E PG 53 VOt 2324 PG 378 D R T C-I Pis D.R ?:;T �i CENTRAL BUSINESS PARK (S 89 °36'24" E 200.00') P08 l I I S 89 040'48" E 199.87' ; 1/21RF _ 1 /2 "IRF 3/� 8"IRF BEARS S 53. 44'13" E 0.34' a r— { 0.29 ACRES I- o S= !Z0 o D7C1 ICI) cr o z � M �vW X� A M M A y CM 112 "IRF 3/13 "IRF BEARS S 07 °02'30" W 0.42' ,—r_ 13`______ A PART OF LOT H OF J.J. HALL'S REVISION OF LOTS 11 TO 22, FORM ° STARNES ADDITION BOARDS BOOK 1997, PAGE 446, P.R.T.C.T. 7.0' n FORM ' i r BOARDS �j N 21.8' 3 to o I o 53.5' Y (N 89 °32'46" W) 199.89' (200.00') X40 Pct TY �V(PIS # 946 LOT OF J J HALL'S REVISION OF LOTS 11 TO 22 STARNES ADDITION BOOK 1997 PAGE_ 446 PRTC.T N 82 °39'57" W 0.38, 11'2 "IRF CM cn U) 0 0 O _ rn Pis LOT 5 BLOCK I �i CENTRAL BUSINESS PARK VOL 388 -180 PG 79 l I I PR FC.T Z FORM BOARD SURVEY 0.29 Acres � r Texas and being a part A Lot H, J.J.Hall's reLts 11 to 22, Starnes Addition to the City of Grapevine. FIELD NOTES to all that certain tract of land situated in the Archibald F. Leonard 640 Acre Survey, Abstract Number 946, Tarrant County, 9 Tarrant County, Texas, according to the plat thereof recorded in Book 1997, Page 446 of the Plat Records, Tarrant County, Texas and being all of that tract of land described in a deed of trust to Juan Alonzo and wife, Becky Lynn Alonzo as recorded in Instrument Number D211218521, Deed Records, Tarrant County, Texas and being more particularly described as follows; BEGINNING at a' /2' iron rod found for the the tine of Northeast of land said Alonzo bed is deed Northeast L C Tarrant as rd Lot H, in North est Page of Lot 5, oft Block 1, Central Tarrant County Texas according to the plat thereof recorded in Volume 388 -180, Page 79 of the Plat Records, Tarrant County, Texas, the South THENCE South 00 degrees 01 minutes 24 seconds East with the East line of said Alonzo tract and said Lot H, the West line of said Lot 5, a distance of 64.31 feet to a ' /s" iron rod found for the Southeast corner of said Lot H, the Northeast corner of Lot I, of said J.J. Hall's Revision of Lots 11 to 22, Starnes Addition, from which a 3/8" iron rod bears North 82 degrees 39 minutes 57 seconds West a distance of 0.38 feet; THENCE North 89 degrees 32 minutes 46 seconds West with the South line of said Lot H, the North line of said Lot I, a distance of 199.98 feet to a' /z" iron rod found forthe Southwest corner of said Alonzo tract and being in the East right of way line of North Starnes Street, from which a 3/8" iron rod found bears South 07 degrees 02 minutes 30 seconds West a distance of 0.42 feet; THENCE North 00 degrees 00 minutes 35 seconds West with said East right of way line, a distance of 63.84 feet to a' /2' iron rod found for the Northwest corner of said Alonzo tract and being the Southwest corner of Lot 22 -R -1, of North Side Addition, and addition to the City of Grapevine, Tarrant County, Texas, according to the plat thereof recorded in Cabinet A, Slide 2324, of the Plat Records, Tarrant County, Texas; THENCE South 89 degrees 40 minutes 48 seconds East with the North line of said Alonzo tract and the North line of said Lot H, the South line of said Lot 22 -R -1, The South line of a tract of land described in deed to Herman Chivers ET UX, as recorded in Volume 3846, Page 53, of the Deed Records, Tarrant County, Texas and the South line of said L.C. Tarrant tract, a distance of 199.87 feet to the PLACE OF BEGINNING and enclosing 0.29 Acres of land, more or less. FLOOD STATEMENT: I have reviewed the F.E.M.A. Flood Insurance Rate Map for the City of Grapevine, Community Number 480598 effective date 9 -25 -2009 and that map indicates as scaled, that this property is within "Non- Shaded Zone X" defined as "Areas determined to be outside the 500 year flood" as shown on Panel 105 K of said map. This survey is certified to Northstar Bank, Juan Alonzo and Becky Alonzo. This survey correctly represents the results of an on- the - ground survey made under my direction and supervision on 12 -30 -2011. There are no visible or apparent intrusions or protrusions except as shown hereon. e = BENCHMARK g? = GAS METER 0' BURIED ELECTRIC BOX D U.E = DRAINAGE' UTILITY EASEMENT GPLS - BURIED ELBE SIG IC SIGN = BURIED VERIZQN BOX P'` = LIGHT POLE 0 * TELEPHONE RISER F.F • FINISHED FLOOR (D = CABLE RISER J��( POWER POLE 0 :WATER METER P.0 E - PUBLIC UTI,.ITY EASEMENT { ) = PLAT OR DEED CALL NOTE: This survey was performed without the benefit of a title commitment. c; = ELECTRIC RISER T: %PROPANF TANK N ='WATER VALVE LIE = UTILITY EASEMENT CM CONTROLLING MONUMENT �a = ELECTRIC TRANSFORMER 0 ° SEWER MANHOLE 6 L. =BUILDING LINE MFCP = METAL FENCE CORNER POST IRF = IRON ROD FOUND • - clwc HYnPANT ❑ = TELEPHONE RISER D E -DRAINAGE EASEMENT WPCP x VMD FENCE CORNER POST CAP,IRS = CAPPED IRON ROD SET 12./Z 111 ")01 0 10 20 �P• �GISTER� ........... ,.:.. 5312 P; •� F &ssro` •y0 suR�� JOB # 110704 DRAWN BY: JLD DATE: 12/29/2011 R.P.L.S. KENNETH A. ZOLLINGER NOTES: CAPflRF CAPPED IRON ROD FOUND = PIPE FENCE - -X -- = WIRE FENCE - - -r "— = WOOD FENCE - -Ci— = CHAIN LINK FENCE —{; = WROUGHT IRON OR VINYL FENCF K Z SURVEYING 20 VVES, fw'I! 6 I L l < DENTON, TX 7620 (940)382 -3446 oHU- OVER HEAD UTILITI CONCRETE ET =WOOD Pi - ROCK • BRICK .o I F A�4 E 11 "JUMP 1 Y g MEN � I I 1 HE CITY OF GRAPEVINE Vol. 4554, Pg. .453 n JS2" S.R.F. � .R.S. 2 y oto GRAVEL Q) y NORTH SIDE ADDITION NOVO 1 2011 S 89 55' E WILLIE O'GUINN Vol. 8350, Pg. 181 Vol. 388 -92, Pg. 54 200.1' S' STORM WATER EASEMENT Per Phig — — — — — — _ — — I A PORTION OF I "t LOT H � GRAVEL , loll I 1. 0 r Q m �r r �3I8. SRF O V ® I � I S.R.S. R 40.4' Lis 1 'S.R.F. LEGEND 18.4 N 6.2' 0 m 0 m � 24.5' S.R.F. ° STEEL ROD FOUND STEEL ROD SET PROPERTY LINE [S. WOOD FENCE CHAIN LINK FENCE POWER POLE E OVER HEAD ELEC. LINE PRA GVJHOOOH C) FRAME 1 /� BLDG M NO FOu;';.:',TION 4 1 r FRAME BLDG NO FOUNDATION LOT I Iq y to PO 1 'PIPEFQUND 0.7' WEST LAND ?` 0.7' SOUTH OF PLATTED CO NER. I 200.0' S _0° 00' W 10 T J DATE: 08 -28 -2001 SURVEY NO.: 01 -14832 G.F.: 303287 SCALE: 1 inch = 20 feet SELLER: Giles 112" S.R.F. 0.3' EAST AND O 6.3' SOUTH OF PLATTED CORNER SURVEY PLAT ADDRESS: 232 N Starnes Street, GRAPEVINE, Texx LEGAL: Lots H and I, J. J. Hall Addition, a Revision oflots 11 through 22 inclusive of Starnes Addition to the City of Grapevine, Tarrant County, Texas, according to Revised Plat in Book 1997, Page 446, Deed Records, Tarrant County, Texas; SAVE AND EXCEPT that portion of Lot H sold to the City of Grapevine by Deed dated December 19, 1967, recorded in Book 4554, Page 453, beginning at Northwest corner of Lot H; THENCE East along and North in line of Lot h,,24 feet for comer; THENCE South 17.6 feet to R. O. W line Starnes Street; THENCE along curve of Starnes Street and West line of Lot H to most Northerly Southwest corner Lot H; 111ENCE North along and with' i:e 'XEst line ofLot H 11.0 feet to Place ofBeginning. NOTE: According to Flood Insurance Rate Map, dated August 2, 1995, GRAPEVINE, Texas, Community No. 480598H, this residence IS NOT in a Flood Hazard Area. (Residence is in Zone X) , Tho undersigned does hereby certify that this survey was this day made on the ground of the property legally described hereon and is correct and that there are no dis 7repancies, conflicts, encroachments, overlapping of improvements, visible ea •ements or rights of way, except as shown hereon and that said property has access to and from a dedicated roadway. Any reference to the 100 year flood plain or 'Ia.zard zones are, an estimate based on data shown on the Flood Insurance Rate provided by FEMA and should not be interpreted as a study or determination of the flooding propensities of this property. This survey is non - transferable and is int ?nded for the use of the parties and transaction herein referenced. 0 F Af; 1928 pOFECS, 1. BEARINGS ASSUMED FROM PLAT CALLS. 2. PROPERTY CORNERS ALONG STREET R.O.W. HELD AS CONTROL. 3. STREET R.O.W. DEDICATED WITH PLAT AND VOLUME 4554, PAGE 453 D. R. T. C. T. THOMAS W. VOGT REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1928 LICENSED PROFESSIONAL ENGINEER NO. 45622 1701 OAK`YOOD STREET HALTOM CITY, 'TEXAS 76117 PHONE (817) 834 -5880 FAX (817) 834 -5923 COPYRIGHT 2001 - THOMAS R. VOGT � , 1�0 00 00 N O r C/1 0 0 .p a\ 0 a O W z ° n °� O r• CD 0• ~ to tTj ;.�a : : RF ; ►� o (4: A: I: N: rn O ^^ -1: o� <•: :•Sdi p O+ tDD o D' CD co On P CD oa � C -a o CD �n p +Q O P. CD 0 O O CD rNr CD C 0 O � o K _ O o � � Ln o � �o o 0 0°° � C=i ° d ° a' C oz a. Z CD 9 MCD 0 CD N CD ° h7 rA G° x tai c�,i 00 o z o pcD p CD p �• c o CD '* o0 0 � -I (D O L 0 0 r Q. ¢'moo ° p 0 0. � LA " w ED i .� CD aP o p r* � � C O w r n. R � Q r UQ' O N v' P Q UQ 34 O J Cn n p° CD CD CD w cs. = ° o c�D bd t i O H ,-. O ¢' Q' w C°�• v' ri Vi rA 0 b 'ATr N C R CD 00 CD 0 CD 7d CD O - Cl, O 0 Q a> ca H o CD 0 CD A p p o --j � D R �s o `O CD ce . p o 10 � O RD � 0 ' Ovn h O CD . + , rY z O p 0 � � 0 p b 'p O - � . g' p Ia,X fi h O N ° W (D O , Q 0' r CD p_ P p, N o y ° 0 O 0 n n °o p CD W. CD 0 o �, cu o o¢ z t� a CD rn cn �•CDp � a r- x o O 0 0 0 o + M rA p 0° d �o h CD N x � No CD y Op O w N , n CAD x mo ° � �p xO ° ao v O � b CD � o v o o CD N 0 k or 4 N 01 co mL V A E V W C N X c+ �cm K O co acv 00 w 0 Wes+ tv: t0 �V Z �Z• N& �J b U�Q CD N O N I6 m m „ as ILL t� J>• Ny. Y �o U ti m iva -zz•TI m s b s 3 Qo ®o4p PLAT RECORD VOLUME 888 92 1 — 0 1A0 W 15 I rb TURNER RD. .. 3 O e u r22--R11' �I N 179E I jbI -aTwr I ° "� > 124 -R t f � ITY OF ORIIlcV /NE lef -�JW �J � \ AMCn •¢ A'emwN i H PLAT SHOWING STATE OF TEXAS COUNTY OF TARRANT WHEREAS we the undersigned, being all the owners of the following described property, to Witt, Sarr BEING lots 22, 23 and 24, NORTH SIDE ADDITION to the an City of Grapevine, t County. Texas, as recorded in Volume 3aa -18, Page 26, Plat Records of Tarrant County, Texas; AND a tract of land conveyed by the City of Grapevine e to H. L. Higgins by Quit Claim Deed as recorded in Volume 5699. 5699, Page S5O, Oeetl Records of Tarrant County, Texasl eaid tract of land being that portion of Brewer street abandoned by the city of Grapevine by Ordinance No. 74 -7. THEREFORE KNOW ALL HEN BY THESE PRESMTS I THAT WE, THE UNDERSIGNED OWNERS, do hereby adopt the attached map as correctly representing our plan of re- subdivision of sane and do hereby dedicate t° the use of the public the easefenta as shown thereon. WITNESS OUR HAND THIS S DAY OF , 1974 �L la -Higgi STATE OF TEXAS CO NTY OF TARRANT BEFORE ME, ME, the ndersigned a NOTA PU LIC d for said COUNTY AND STATE, thlyd � .ad lIy appeared ( r�fu Rl_�1 _C••J known tYU me ato be the pe rsOnS whose s ire subs d to the oregoing Instrument and knowledgetl to that they executed the same for the purpose and cons iderst ion therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this,the �i day of 1974. A REVISION OF LOTS PLANNING AND WING COMMISSION 22, 23, AND , RY 24, Approve 1974 � NORTH SIDE ADDITION TO THE Chairman CITY OF GRAPEVINE, TARRANT CO. TEXAS nnnroAe- �Im1ATMPAR4 y,�AmY M ea Mmvaet ew M _ J r w1 i tlm, MwG M:�on - - nlgloEO In n, YNYm, w 1 w♦ CanOl 1„w, n ,bmpE Mr 4 A }! „1� , SURVEYED ILGUST 3, I97° � 2r I9l4 SCALE 1 F INCH • 50 FT. L'� r, weiliye'• ° • 0]IIXIT e ' IMANT CWn'A Brq ' w GRAPEVINE CITY COUNCIL Grapevine, T.—t County, Texas Approved 1974 By �j���- Msyor At [es t: ��. Ci[ Secretary �Nw M4[RRI• Uover.ye //O%' 7` 11 neY rAU, erect O 1L� W 4 W 4 Df S ¢ 0 I .0 C /TYO'STv /NF ;z_T�. �1- _ FA C /TY al e.{ KV /NF \ y r22--R11' �I N 179E I jbI -aTwr I ° "� > 124 -R t f � ITY OF ORIIlcV /NE lef -�JW �J � \ AMCn •¢ A'emwN i H PLAT SHOWING STATE OF TEXAS COUNTY OF TARRANT WHEREAS we the undersigned, being all the owners of the following described property, to Witt, Sarr BEING lots 22, 23 and 24, NORTH SIDE ADDITION to the an City of Grapevine, t County. Texas, as recorded in Volume 3aa -18, Page 26, Plat Records of Tarrant County, Texas; AND a tract of land conveyed by the City of Grapevine e to H. L. Higgins by Quit Claim Deed as recorded in Volume 5699. 5699, Page S5O, Oeetl Records of Tarrant County, Texasl eaid tract of land being that portion of Brewer street abandoned by the city of Grapevine by Ordinance No. 74 -7. THEREFORE KNOW ALL HEN BY THESE PRESMTS I THAT WE, THE UNDERSIGNED OWNERS, do hereby adopt the attached map as correctly representing our plan of re- subdivision of sane and do hereby dedicate t° the use of the public the easefenta as shown thereon. WITNESS OUR HAND THIS S DAY OF , 1974 �L la -Higgi STATE OF TEXAS CO NTY OF TARRANT BEFORE ME, ME, the ndersigned a NOTA PU LIC d for said COUNTY AND STATE, thlyd � .ad lIy appeared ( r�fu Rl_�1 _C••J known tYU me ato be the pe rsOnS whose s ire subs d to the oregoing Instrument and knowledgetl to that they executed the same for the purpose and cons iderst ion therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this,the �i day of 1974. A REVISION OF LOTS PLANNING AND WING COMMISSION 22, 23, AND , RY 24, Approve 1974 � NORTH SIDE ADDITION TO THE Chairman CITY OF GRAPEVINE, TARRANT CO. TEXAS nnnroAe- �Im1ATMPAR4 y,�AmY M ea Mmvaet ew M _ J r w1 i tlm, MwG M:�on - - nlgloEO In n, YNYm, w 1 w♦ CanOl 1„w, n ,bmpE Mr 4 A }! „1� , SURVEYED ILGUST 3, I97° � 2r I9l4 SCALE 1 F INCH • 50 FT. L'� r, weiliye'• ° • 0]IIXIT e ' IMANT CWn'A Brq ' w GRAPEVINE CITY COUNCIL Grapevine, T.—t County, Texas Approved 1974 By �j���- Msyor At [es t: ��. Ci[ Secretary �Nw M4[RRI• Uover.ye //O%' 7` 11 neY rAU, erect O 1L� rvx k ""n`wsv H�L �aaou � B .bal e F 4i w,ey M � fE1tM1e >r� lBN1 S,ArA, ss Y' Yi71TY MAP MOTTOSCALE 4WAV LL MOTES 2z z G.7 I� «A N d•''I'NP ra:'eyanpOl 0.00 Square F.eS �- 258t.85quare Feet PISas.l.e .< 54q F 4 TaW pitlLRd eaaa Q.J07 S*_ F.W 4 A2 yarr.te maws *41 DRpped 1'r yon eRdc.Lrnped ^KAZ` earey edteagia mm. 0. FiA00>ATATEyByF: {irtrlRlR�d Td F�.kLA. FSa.A NmµNnw RaK - itFAOevt Td�. iw,OewamAMl.M1Pbn'd.OEM "aR.Uele Mte 9- SS•iMMW Wt.wP i1fiDMel R aLtyDQ IfaLYyt P4ety h Wy1N •MalikyRd Z�I� K" iNTrys'Aw aeSaNbnad i4 r aubM. ff. Wo y.0 wr�+HD.m on Pr.e1 TOCKAdxap. acAryD05Cµ{ R S b PLANNING G ZOMNG CORMMSSIOH: DWb APptov+d: 1 ZfA? ChyimlDn: Y'i- ^� SedeMry GRAPEMNE CITY COUNCIL Deb APpDVed' • 2Y7 Cyy JUMI Kdi ���� 2M kd1'ner.rn,{e�T taal.e.w DwveNEmew., MAR 0 1 2013 1 P3 a yT y S.V 22.0— - �T l LQI P2fl-1 HonSLWE2 Da .T rM A SLIDE 23N. P.R.TGT. ATRACT DF LANU DF.sCflNSFD MAOlEpTO eERfSSN OtgKRS ETUX WL -GBH Pti 11. O.RT.Gi. 0212169962 _ Tirwti,asd�. zaLr�a�a .nuwdL.w,y.wwyP..awdLUH.wn.ww ed UTY RT,WDDMRiAGE E1.SF3AENt T/�PEn —T _..._ � _- e•t - _ - _ k�nedWd(d��p�LAMd�yyea%'San raakV wtlp S«At+'.RanrrdTaaAita '. SD YTOn7�9daRryRN2 if�', hryM. me .7r.Kkomwtµdtel4'nenande,rda.a,. dk4rq ae,Rxf»L OWE"CERTVWATE - - -- rm 110704M STATEOFTE%ASf - VbL1NTYtJFTAMANTj - A gTeEREAO, JOan AbbitMed a.w«rw,I.OSY ave k.aar,a WaxNgRa A liWe i. 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SRkmea Alpadn, kamTw�Nl,e Sli'ksRRSSpn. 70 1*.,- Np�e�4!1°' `gwnoed0x lees 57.eedrde SMae _ Tirwti,asd�. zaLr�a�a .nuwdL.w,y.wwyP..awdLUH.wn.ww ed UTY RT,WDDMRiAGE E1.SF3AENt T/�PEn —T _..._ � _- e•t - _ - _ k�nedWd(d��p�LAMd�yyea%'San raakV wtlp S«At+'.RanrrdTaaAita '. SD YTOn7�9daRryRN2 if�', hryM. me .7r.Kkomwtµdtel4'nenande,rda.a,. dk4rq ae,Rxf»L ODD d?{, s_a'• , �J 1 ' •lOTIQT I♦ �•�F�NiOH tFLUTi I1TDPPy •- - OOtµtT/Et. PADS Imp, PA T.4.T. STATE CF TEXAS " t— "- T'�r -- —_ COUNTY OF b0fr7Ni -!a - CERTTF TE pi SLIHVETrOR I, w+*& -TH A Z - TJNGER. RE(PIS D PROFESSILWRL 4A1'1PiUR4+EYOM. DO t1EREST CytTtFY 7HATTMS PUTtYQMItt1S�/EREPARTDiitOM JWD ACjUAL SUItSfEy lfipE ON TIE W10[QA AND RNT Tfc 1.Dt**$e <iH SH MN suPEYE}M &ON (+.Fys �Rt.Y+NCE vRrT++ 1,r RHItIkMS� == DER MY DW CTXM MD I - - _ Tt1F, OROMWICER OF THE CITY OF DEMT K DwTON Cowry'. TExAS ' 1 __ - - - -• • _ qT? OF vr...... piiwet ;' = REM fA RRP2.B.Y5112 &ATE 7!e„�e �•¢ + •O STATE OF TEXAS - 000WrY OF DENTOW -• .. _ ti. 9EFORE ME THE IMTERSpNEDAUTHt7ftiTY, ON TT" DAY PERSONALLY APPEARED KB44ETH A M t MOER. • + ACK#0 I TO ME TO EE TTiE P E R S O N HE Dm NM1E tS WASCRWb 70 THE FORE( Oow o m f 4 MENT• Ay o ACKNOIN.EODED Tm AW tAT t1HSHE EJtEC.t71E0 IM SAME FOR THE PURPOSES ANDCOMSOBtATTDNS . 7HETTENI EJwRE,RgEn AND He 771E CAPAGrr IM STATED, UNDER MY }yMD ANO SBA. OF THE ofine TFRS -� f Q/Lf/ ,.��DAYOF C lUL 2012. r LIC, DeffIDNtOUNTY , TEXA& MY COMMi"WN EXPIRES _,1' '� f 07U�� DANILLMrX ARnRav zs, zoI � he Sawn W r a"eLa .ddb OF Ri NOW. THflt Aeon AWra R. aue dL d— h.Wv w.w W le R►w M• sore. ARV CA f—. k.Y. eP.a M11d+ fSns.ai..�1 ■rrirdd trkq y,. 0.0~ M n..W.TTariy�t b,M rqy N #I e S-d M a-st. 60"WW PME,Pp.S,T,a O.ad Rk.adr • helb,De d NyJ7� r KAC Nird, n«e d rea LT tM µeelhWa dJJ. He/r T.eNa Taw. arW 7ir Mw dV � antlii 1 word T t?N e1�MpLFFrMwnc«.�sM, r�..M.a.awY a.tyi.MMa LMbnac mYlMAd the yrt L1M7M,�L[ Ryl.t T a��wER ATNMATTOM PELF as STFM++ret atS;.elavy.gyar�Sd�Alxvn kmNSlbt�_5L�rq��� S+ THE STATE OF TEXAS S la+aPe.Su1M ARS MsiMytiFY/�yrq NWaµaK.rl/ ^`� tbltN -1'T OP TAbWR S Me t«we 1ReY MkPdan arr erondeLnrWel.apLT rpnaaaa N1%11EAS. JUn Nana wwWrM W W'OSM (MrRrr awa.esL 41Naetalar ewaN W'da an' 'RI{,',.WC �,(M /W dMVV Ni vb 4( w. AD. ale µrgN aMkM WYrblq yr dA' aOrWa ,Tdnnt Cn+dY.Tau.bar♦sYymPnMKavMew +M1rM+mU�NNtHt .ATWTNEREPORE.bewMnaw dtlr aRm dONL .WDtatep/SI.DRJ DOIUallyr - DARHLFM:F eoed and wl»W.m'- NarLer,rreR(ce Rrr »Rld«�gdrAgtk Mnb /keYi HMy Cenen st�Cw GJ� ead.w.A bwrerdaae Me.lwM ». rnrr.wmr M4TMLMlµ�MnClYaaaaal4.♦µMa Y JeeuarY Ji. tOta Coady, iiwe, M AaAaaJO�1 WwN kMNrr«ia AFTat YRad. Tr CMr dcakµ. TY,WTarR.q NRleafa my Iwdyia 0. 1m dpaJw.2012- Neddt T.rr. rlrawiwan .na rµiy ,r Mrkwbr uid'Cn..•. wYwrr..,ak�..��er...�.eaaYR..a..1..e�*�*wrr-- y,e.R ��'.,��("\T «10 fYlyantlea.aq'W MdWrleriY++war,yWrw..a,ea carµ -N wa.iRSr - - 1..C'�:� ±� a/rrond wkM/ef♦ew AW{AdNaw.k Nyr aµspew abRwBadrtryeTw♦. -LC �T ,»Ylmen wpr.aby krr4ead M( Xa +nweeR. T}1D brM Dh"dunf'mrn AfrSe k Pm i= 'N"k1a�1t . T«ra Dakwraa D.r.rnwdn kimalNtW AYprL n n new IreW aW+r,.l.drr wch +any. WrN afpMw kem wr,varrrL kaaW-- Q t ft «n 4atcve µaRe4 +aW Wl.s,.r Rntmyk. asurayvsaryr. nyndMraWLbnerm atawikytkwn,rY- .a+oadm Rp Deba -fa[ NOIN MMnrW W �NnM1 T* 1.k « dar «xwwm. wrwRd Yuan dam sq+n.eary brdnyeb neaaabeReFa.kr.e. urtr..+�.,da Mbiewµ� ,.Wdtwn 4vrA mptrruwr N Trr Slh dTaas Canlytl Tarbd _ KY.Rrae Yrt eMa eTnaaRa aru to bMYA tpm esb eAn«..d tee krkr w rsgr, w rLe- rM an Yi. wxawor N. glHwtb..kl PAWry. sea e. i.ew aaaedyW RdeNivweaLbamvn.W M'�011M� YwrKae �r..� dRMbw mn� wd�d.. IaW. na» wweNe e//D��. 1�dR ..�.^+rd.�.,�M,y «r,nw;,,n,a.r ...reewr.A.wR.M���r +}•rr4aq�.«bry+yM��r+Rr tXECUTFIIa f'3d t� Ar Tru., nk( r.dyd f /4n.Q mn 'y w•w.�.RMRi. �1 0 y—• _ 7r— RWIFi RICR TfR.E Q�N �,/i �- Lp+tlY a / r �/ Yrf' -� MY Lomn�Nainn 6M a. r AMENDING FINAL PLAT OF LOT H -A OF J. J- HA -LL" S • t K be..nb wa.r wrd+w a,Paaed �.y{{ paroibr »gerwa ►vR.war,�f. -.�: // /e 1? _twd'Wd�dwu> wa NwbnrNObaN..wANy+.An*s••a «n.ebwb a,a REVISION OF LOTS J 1 -22, tkai»«.dw.dwee«.awwmee »ra m,.w.Dn M.N �)' '-- -rdr r7kndaa.rdaad+. dyd_Tc a ADmu, STARNES ADDITION AND A ,I 2 PORTION OF ABANDONED NORTH SEAL r�- "- °"""'"`x STARNES STREET RIGHT OF WAY wwny troroR,.swsaTw, � � MY Ca»wdae Fmk» Harr 6b+L+. j - ` l;d- y2E•POte BEING 0.29 ACRES OUT OF THk ARCHIBAID ♦- Kf A SURVEYING 1720 WESTM04STER DENTON, TX 0)382- 446 rm 110704M LID CHECKEDDY.'KAZ: A PMT DP LOT N DP Al - A � �e- KA ArAnmnwt tDtslTOa,s7n •. _ _ 1RS t i/1R1N ODD d?{, s_a'• , �J 1 ' •lOTIQT I♦ �•�F�NiOH tFLUTi I1TDPPy •- - OOtµtT/Et. PADS Imp, PA T.4.T. STATE CF TEXAS " t— "- T'�r -- —_ COUNTY OF b0fr7Ni -!a - CERTTF TE pi SLIHVETrOR I, w+*& -TH A Z - TJNGER. RE(PIS D PROFESSILWRL 4A1'1PiUR4+EYOM. DO t1EREST CytTtFY 7HATTMS PUTtYQMItt1S�/EREPARTDiitOM JWD ACjUAL SUItSfEy lfipE ON TIE W10[QA AND RNT Tfc 1.Dt**$e <iH SH MN suPEYE}M &ON (+.Fys �Rt.Y+NCE vRrT++ 1,r RHItIkMS� == DER MY DW CTXM MD I - - _ Tt1F, OROMWICER OF THE CITY OF DEMT K DwTON Cowry'. TExAS ' 1 __ - - - -• • _ qT? OF vr...... piiwet ;' = REM fA RRP2.B.Y5112 &ATE 7!e„�e �•¢ + •O STATE OF TEXAS - 000WrY OF DENTOW -• .. _ ti. 9EFORE ME THE IMTERSpNEDAUTHt7ftiTY, ON TT" DAY PERSONALLY APPEARED KB44ETH A M t MOER. • + ACK#0 I TO ME TO EE TTiE P E R S O N HE Dm NM1E tS WASCRWb 70 THE FORE( Oow o m f 4 MENT• Ay o ACKNOIN.EODED Tm AW tAT t1HSHE EJtEC.t71E0 IM SAME FOR THE PURPOSES ANDCOMSOBtATTDNS . 7HETTENI EJwRE,RgEn AND He 771E CAPAGrr IM STATED, UNDER MY }yMD ANO SBA. OF THE ofine TFRS -� f Q/Lf/ ,.��DAYOF C lUL 2012. r LIC, DeffIDNtOUNTY , TEXA& MY COMMi"WN EXPIRES _,1' '� f 07U�� DANILLMrX ARnRav zs, zoI � he Sawn W r a"eLa .ddb OF Ri NOW. THflt Aeon AWra R. aue dL d— h.Wv w.w W le R►w M• sore. ARV CA f—. k.Y. eP.a M11d+ fSns.ai..�1 ■rrirdd trkq y,. 0.0~ M n..W.TTariy�t b,M rqy N #I e S-d M a-st. 60"WW PME,Pp.S,T,a O.ad Rk.adr • helb,De d NyJ7� r KAC Nird, n«e d rea LT tM µeelhWa dJJ. He/r T.eNa Taw. arW 7ir Mw dV � antlii 1 word T t?N e1�MpLFFrMwnc«.�sM, r�..M.a.awY a.tyi.MMa LMbnac mYlMAd the yrt L1M7M,�L[ Ryl.t T a��wER ATNMATTOM PELF as STFM++ret atS;.elavy.gyar�Sd�Alxvn kmNSlbt�_5L�rq��� S+ THE STATE OF TEXAS S la+aPe.Su1M ARS MsiMytiFY/�yrq NWaµaK.rl/ ^`� tbltN -1'T OP TAbWR S Me t«we 1ReY MkPdan arr erondeLnrWel.apLT rpnaaaa N1%11EAS. JUn Nana wwWrM W W'OSM (MrRrr awa.esL 41Naetalar ewaN W'da an' 'RI{,',.WC �,(M /W dMVV Ni vb 4( w. AD. ale µrgN aMkM WYrblq yr dA' aOrWa ,Tdnnt Cn+dY.Tau.bar♦sYymPnMKavMew +M1rM+mU�NNtHt .ATWTNEREPORE.bewMnaw dtlr aRm dONL .WDtatep/SI.DRJ DOIUallyr - DARHLFM:F eoed and wl»W.m'- NarLer,rreR(ce Rrr »Rld«�gdrAgtk Mnb /keYi HMy Cenen st�Cw GJ� ead.w.A bwrerdaae Me.lwM ». rnrr.wmr M4TMLMlµ�MnClYaaaaal4.♦µMa Y JeeuarY Ji. tOta Coady, iiwe, M AaAaaJO�1 WwN kMNrr«ia AFTat YRad. Tr CMr dcakµ. TY,WTarR.q NRleafa my Iwdyia 0. 1m dpaJw.2012- Neddt T.rr. rlrawiwan .na rµiy ,r Mrkwbr uid'Cn..•. wYwrr..,ak�..��er...�.eaaYR..a..1..e�*�*wrr-- y,e.R ��'.,��("\T «10 fYlyantlea.aq'W MdWrleriY++war,yWrw..a,ea carµ -N wa.iRSr - - 1..C'�:� ±� a/rrond wkM/ef♦ew AW{AdNaw.k Nyr aµspew abRwBadrtryeTw♦. -LC �T ,»Ylmen wpr.aby krr4ead M( Xa +nweeR. T}1D brM Dh"dunf'mrn AfrSe k Pm i= 'N"k1a�1t . T«ra Dakwraa D.r.rnwdn kimalNtW AYprL n n new IreW aW+r,.l.drr wch +any. WrN afpMw kem wr,varrrL kaaW-- Q t ft «n 4atcve µaRe4 +aW Wl.s,.r Rntmyk. asurayvsaryr. nyndMraWLbnerm atawikytkwn,rY- .a+oadm Rp Deba -fa[ NOIN MMnrW W �NnM1 T* 1.k « dar «xwwm. wrwRd Yuan dam sq+n.eary brdnyeb neaaabeReFa.kr.e. urtr..+�.,da Mbiewµ� ,.Wdtwn 4vrA mptrruwr N Trr Slh dTaas Canlytl Tarbd _ KY.Rrae Yrt eMa eTnaaRa aru to bMYA tpm esb eAn«..d tee krkr w rsgr, w rLe- rM an Yi. wxawor N. glHwtb..kl PAWry. sea e. i.ew aaaedyW RdeNivweaLbamvn.W M'�011M� YwrKae �r..� dRMbw mn� wd�d.. IaW. na» wweNe e//D��. 1�dR ..�.^+rd.�.,�M,y «r,nw;,,n,a.r ...reewr.A.wR.M���r +}•rr4aq�.«bry+yM��r+Rr tXECUTFIIa f'3d t� Ar Tru., nk( r.dyd f /4n.Q mn 'y w•w.�.RMRi. �1 0 y—• _ 7r— RWIFi RICR TfR.E Q�N �,/i �- Lp+tlY a / r �/ Yrf' -� MY Lomn�Nainn 6M a. r AMENDING FINAL PLAT OF LOT H -A OF J. J- HA -LL" S • t K be..nb wa.r wrd+w a,Paaed �.y{{ paroibr »gerwa ►vR.war,�f. -.�: // /e 1? _twd'Wd�dwu> wa NwbnrNObaN..wANy+.An*s••a «n.ebwb a,a REVISION OF LOTS J 1 -22, tkai»«.dw.dwee«.awwmee »ra m,.w.Dn M.N �)' '-- -rdr r7kndaa.rdaad+. dyd_Tc a ADmu, STARNES ADDITION AND A ,I 2 PORTION OF ABANDONED NORTH SEAL r�- "- °"""'"`x STARNES STREET RIGHT OF WAY wwny troroR,.swsaTw, � � MY Ca»wdae Fmk» Harr 6b+L+. j - ` l;d- y2E•POte BEING 0.29 ACRES OUT OF THk ARCHIBAID ♦- Kf A SURVEYING 1720 WESTM04STER DENTON, TX 0)382- 446 rm 110704M LID CHECKEDDY.'KAZ: A PMT DP LOT N DP Al - A � �e- KA ArAnmnwt tDtslTOa,s7n •. _ _ 1RS t ODD d?{, s_a'• , �J 1 ' •lOTIQT I♦ �•�F�NiOH tFLUTi I1TDPPy •- - OOtµtT/Et. PADS Imp, PA T.4.T. STATE CF TEXAS " t— "- T'�r -- —_ COUNTY OF b0fr7Ni -!a - CERTTF TE pi SLIHVETrOR I, w+*& -TH A Z - TJNGER. RE(PIS D PROFESSILWRL 4A1'1PiUR4+EYOM. DO t1EREST CytTtFY 7HATTMS PUTtYQMItt1S�/EREPARTDiitOM JWD ACjUAL SUItSfEy lfipE ON TIE W10[QA AND RNT Tfc 1.Dt**$e <iH SH MN suPEYE}M &ON (+.Fys �Rt.Y+NCE vRrT++ 1,r RHItIkMS� == DER MY DW CTXM MD I - - _ Tt1F, OROMWICER OF THE CITY OF DEMT K DwTON Cowry'. TExAS ' 1 __ - - - -• • _ qT? OF vr...... piiwet ;' = REM fA RRP2.B.Y5112 &ATE 7!e„�e �•¢ + •O STATE OF TEXAS - 000WrY OF DENTOW -• .. _ ti. 9EFORE ME THE IMTERSpNEDAUTHt7ftiTY, ON TT" DAY PERSONALLY APPEARED KB44ETH A M t MOER. • + ACK#0 I TO ME TO EE TTiE P E R S O N HE Dm NM1E tS WASCRWb 70 THE FORE( Oow o m f 4 MENT• Ay o ACKNOIN.EODED Tm AW tAT t1HSHE EJtEC.t71E0 IM SAME FOR THE PURPOSES ANDCOMSOBtATTDNS . 7HETTENI EJwRE,RgEn AND He 771E CAPAGrr IM STATED, UNDER MY }yMD ANO SBA. OF THE ofine TFRS -� f Q/Lf/ ,.��DAYOF C lUL 2012. r LIC, DeffIDNtOUNTY , TEXA& MY COMMi"WN EXPIRES _,1' '� f 07U�� DANILLMrX ARnRav zs, zoI � he Sawn W r a"eLa .ddb OF Ri NOW. THflt Aeon AWra R. aue dL d— h.Wv w.w W le R►w M• sore. ARV CA f—. k.Y. eP.a M11d+ fSns.ai..�1 ■rrirdd trkq y,. 0.0~ M n..W.TTariy�t b,M rqy N #I e S-d M a-st. 60"WW PME,Pp.S,T,a O.ad Rk.adr • helb,De d NyJ7� r KAC Nird, n«e d rea LT tM µeelhWa dJJ. He/r T.eNa Taw. arW 7ir Mw dV � antlii 1 word T t?N e1�MpLFFrMwnc«.�sM, r�..M.a.awY a.tyi.MMa LMbnac mYlMAd the yrt L1M7M,�L[ Ryl.t T a��wER ATNMATTOM PELF as STFM++ret atS;.elavy.gyar�Sd�Alxvn kmNSlbt�_5L�rq��� S+ THE STATE OF TEXAS S la+aPe.Su1M ARS MsiMytiFY/�yrq NWaµaK.rl/ ^`� tbltN -1'T OP TAbWR S Me t«we 1ReY MkPdan arr erondeLnrWel.apLT rpnaaaa N1%11EAS. JUn Nana wwWrM W W'OSM (MrRrr awa.esL 41Naetalar ewaN W'da an' 'RI{,',.WC �,(M /W dMVV Ni vb 4( w. AD. ale µrgN aMkM WYrblq yr dA' aOrWa ,Tdnnt Cn+dY.Tau.bar♦sYymPnMKavMew +M1rM+mU�NNtHt .ATWTNEREPORE.bewMnaw dtlr aRm dONL .WDtatep/SI.DRJ DOIUallyr - DARHLFM:F eoed and wl»W.m'- NarLer,rreR(ce Rrr »Rld«�gdrAgtk Mnb /keYi HMy Cenen st�Cw GJ� ead.w.A bwrerdaae Me.lwM ». rnrr.wmr M4TMLMlµ�MnClYaaaaal4.♦µMa Y JeeuarY Ji. tOta Coady, iiwe, M AaAaaJO�1 WwN kMNrr«ia AFTat YRad. Tr CMr dcakµ. TY,WTarR.q NRleafa my Iwdyia 0. 1m dpaJw.2012- Neddt T.rr. rlrawiwan .na rµiy ,r Mrkwbr uid'Cn..•. wYwrr..,ak�..��er...�.eaaYR..a..1..e�*�*wrr-- y,e.R ��'.,��("\T «10 fYlyantlea.aq'W MdWrleriY++war,yWrw..a,ea carµ -N wa.iRSr - - 1..C'�:� ±� a/rrond wkM/ef♦ew AW{AdNaw.k Nyr aµspew abRwBadrtryeTw♦. -LC �T ,»Ylmen wpr.aby krr4ead M( Xa +nweeR. T}1D brM Dh"dunf'mrn AfrSe k Pm i= 'N"k1a�1t . T«ra Dakwraa D.r.rnwdn kimalNtW AYprL n n new IreW aW+r,.l.drr wch +any. 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J- HA -LL" S • t K be..nb wa.r wrd+w a,Paaed �.y{{ paroibr »gerwa ►vR.war,�f. -.�: // /e 1? _twd'Wd�dwu> wa NwbnrNObaN..wANy+.An*s••a «n.ebwb a,a REVISION OF LOTS J 1 -22, tkai»«.dw.dwee«.awwmee »ra m,.w.Dn M.N �)' '-- -rdr r7kndaa.rdaad+. dyd_Tc a ADmu, STARNES ADDITION AND A ,I 2 PORTION OF ABANDONED NORTH SEAL r�- "- °"""'"`x STARNES STREET RIGHT OF WAY wwny troroR,.swsaTw, � � MY Ca»wdae Fmk» Harr 6b+L+. j - ` l;d- y2E•POte BEING 0.29 ACRES OUT OF THk ARCHIBAID ♦- Kf A SURVEYING 1720 WESTM04STER DENTON, TX 0)382- 446 rm 110704M LID CHECKEDDY.'KAZ: RP -Ln�1R F. LEONARD 640 ARCS SURVEY, OPSTRACT NUMBER 946, CiTY OF CRA MINE; TARRANT COUNTY TEXAS, AND AMINC AN AMENDED FINAL PLAT OF LOT H -A OF d J. HALL'S REVISION OF LOTS 1I TO 22, STARNES ADDITION AND A PORTION OF ABANDONED NORTII STARNES SPREET RIGHT OF WAY RECORDED IN ROOK 1997, PACE 446, PLAT RECORDS, TARRANT COUNTY, TEXAS .ZONED : R -5.0 APRIL 2012 rnrs Pw �a..t, w,.rAU1RMtT1ro V @ IT V w � P U m H N N a w U O E Z S —y 0 n^ F O" as m F U O o F' o ge 1 z a ti's$ LY" i d G W •.ABBY, a 0 U DI a a U UO w a o° m �w m E Q N a � � a E w r o z n W IJ Q H z m z m w o H E S > a a a r 9 m � u O U W w O C a, U @ .-I U N w a a H W > H w w O PR4G U I z O 9 > a E U U H W X @ E rn C J U Ol H U N 0 0 o 0 H m S El > V W O m c a W m O 7 r M w 3 0 T a W a °a a h 0 N O Q N b a I r w Q F A a a � 3 � w a 0 j W O v�yo o.• o W CU d - a ° a °13 nmo m °c° pogo z mn`o i�>•�'O O m Op r~iJ by EU�yc Lu W m 2 H W Z o f V o o E m< >0O' w ino .� m - mma��J m KO o:- m Hw0 Y °m p0 =- ym 0, 3r.2 E o9$ ` T m •o m m.m 2'.0'' m° °o Ea�c��Y w y w @ @ z m , y 0 0 o D L)-,- °� m ay`m @ c@ ¢ tp0 0 r @��Lo OU @ @N 0 t`} fD 10 L @FU 52m aomz ^ Co m @ @m3°v WO.. 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U � v a U0 .06 E•� tO r W N L', O D- O N C 1— £ 3 o vi 4 C7 3: a Z O b 07 m Z `1 N N U a @ z� m � m a ca —J ) CO, '^�F 1 _ � Q 12110' cf; qm C " , VEASED FOR 0 U Co'-T-1 ON SHE T OF RELEASE DOES NOT AU Y WORK IN COI WITH THE BUI _DING CM OR WNING ORDINAI THIS )LAN TO BE KEPT ON T HE J DB AT All TIMES ,,Ti. A_�Wvf'-,G L-B), INSPECTION DIVISION RELkM:: ' ?7 A I r0 CONSTRUCTION t O � iLIC RIGHT- Or -�VAY. ALL GrJiULS SINUS'; . .3E PPROVEC _� 0 A .f {Ny �A C", I I o b I � � 1 00 oo�'w b� CD • W Tam EON - y • �" �� — - Noma �� ICI ICI I�■1 low oil .............. I / I�lI ICI --M 11m 1 I, M" 1XIIN 0 *iL 3-105/6 3' -25 /g 93/4 1'-4%2" 2' -0" II' 4 14' -b' e' -IV4 I:_3:: 2 11,_T 12'_11• _. 2552 X MAIN FLOOR NOTES 5. ALL EXTERIOR DIMENSIONS ARE TO FADE 9. ALL HANDRAIL BALUSTERS TO BE SPACED 5" THAT A 4' SPHERE CANNOT PA55 13. ATTIC ACCESS (25 1/2'x54' U.NAJ 14. PLIIMIDIN6 ACCESS (II TYPICAL CONSTRUCTION OF 5EXDE X55 OTHERWISE NOTED- BETV�N BALU5TER5. 15. STRUCTURAL ENS. PROVIDED BY OTHERS WAIL INS ON 2x STUDS, I6' OA. BOARD. 6. ALL 7Rll5`IM TO BEAR ON EXTERIOR 10. ALL ELECTRICAL AND MECHANICAL 16- ALL ARCHED OPENINGS ARE ARGHINS I. WINDOW GRILLS ARE OPTIONAL WALLS AND /OR GIRDER TR)55E5 UNLESS OTFERW15E NOTED ON PLANS. EQUIPMENT t METERS ARE SIIB.IECT TO FROM 0' -0' TO 8' i' 2. ALL NON- DIMEN510EED PARTITIONS ('i-'G 1. MFG. TO SIZES RELOCATION DUE TO FIELD CONIDITION5; ROOF FRAMMG MEM®ER5 A5 NOTED ON FLOOR PLANS. CEILING: 5/8" GYPSUM ARE 3 1/2" ROUGH. 3. ALL ANGLED PARTITIONS ARE 45 4 SETS, FASTENERS, HANGERS t SET SPACING FAST CONTRACTOR TO VERIFY. 11. FOR ADDITIONAL NOTES SEE GENERAL D. Fr�aJATION FLOOR CONSTRI.GTION• 5LAD ON GRADE MIGNED BY OTHERS) DEGREES UNLESS OT NOTED. 4. PROVIDE MINIMIM 2- 2x12's w/ 1/2' FOR �" 8. WINDOW SIIPPI_IER TO VERIFY LEAST NOTES ON TITLE SHEET t DETAILS. 12 ALL TYPICAL WINDOWS 6'-0" IN HT AND PLYWOOD FLITCH RATE AT ALL ST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR ESRES5 OPENING OF 5.T 50. FT. SMALLER THE HEAD HEIGHT SHALL BE EXTERIOR WA _L OPENING5 AND INTERIOR WITH WIN. 24" IN HEIGHT T' -10' ABOVE FINISH FLOOR NNAJ BEARINS HALL OPENINGS UNLESS IN WIDTH; SILL HEIGHT NOT AND IN HIDT10N IL OTiERN15E NOTED. GREATER THAN 44" ABOVE FLOOR. TE 3-105/6 3' -25 /g 93/4 1'-4%2" 2' -0" II' 4 14' -b' e' -IV4 Square Footages 2 2552 S.F. N � O 2552 Main Floor Plan GARAGE FRONT PORCH REAR PATIO DETACHED GARAGE rwr "' W "" c usTRUCT ON: S.F. S.F. S.F. S.F. TYPICAL CONSTRUCTION B, SIDING OR STO1E ON 5/8" INSULATING SCALE: I ..w+ -� ASSEMBLIES: WAIL INS ON 2x STUDS, I6' OA. BOARD. TE_TCA1 INTERIOROR: t 12' GYPSUM C. TYPICAI FRAFE FLOOR CONSTRUCTION: A TYPICAL ROOF CONSTRUCTION. FINISH FLOORING ON 1 I/2' FLOOR SHEATHING ON 2X 5U6F FLOOR ON I6" COMP051TION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON DEEP FLOOR TR1r6E5 AS NOTED ON FLOOR MAIN FLOOR CEILING: 5/8' ROOF FRAMMG MEM®ER5 A5 NOTED ON FLOOR PLANS. CEILING: 5/8" GYPSUM D. Fr�aJATION FLOOR CONSTRI.GTION• 5LAD ON GRADE MIGNED BY OTHERS) 7'-I_ 8' -0' N Square Footages 1 st FLOOR AC 2552 S.F. N � O 2552 S.F. GARAGE FRONT PORCH REAR PATIO DETACHED GARAGE 572 86 154 283 S.F. S.F. S.F. S.F. TOTAL UNDER ROOF 1 3647 S.F. �w V r It 0 N a 0 2 JOB N0: PROJ MGR: CER DRAWN: GER CHECKED: CER FLOOR PLAN A1.2 Square Footages 1 st FLOOR AC 2552 S.F. TOTAL AC 2552 S.F. GARAGE FRONT PORCH REAR PATIO DETACHED GARAGE 572 86 154 283 S.F. S.F. S.F. S.F. TOTAL UNDER ROOF 1 3647 S.F. JOB N0: PROJ MGR: CER DRAWN: GER CHECKED: CER FLOOR PLAN A1.2 I I i I i I I I I I I I I I I I I I I I I I I lY 1 1 j l ----- - - - - --------- - - - - -- I I I - - I ---——---- — — — — — — — — ----------------—- - - - - - - - - - - - - - - - — I I $ 10:12 I L- - - - - --- - - - - - - — — - - - - - - - - - - - - - - - J I 1 - - - - - - - - - - - - - — - - - - - - - - - I - - - - -- - - - - - - - - - - - - -a - - - - - - - - - - - J ---------- - - -2xe I I I L- — - - - - - I arb I I Li -- - - - -,-1 I� 1� I I I I I I I i I I I 1 1 1 j l I _I I I I I I I _I I l l j l _I. _ - - - - - - - - I I I I I - - - - - - - - - - - - I I I- - - - - - - - - - - - -� — — — — — — — — — -- - - — - - - - - - - - - -. -I. 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IE"i 1 1 1 1 1 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I II 1 1 1 1 1 1 I I I I I I I I I I I I I "II D27 2Xb f _arr IIY — —2 IIr— - 2x0 * 6 �, zxe— 1xe — �I—i 2%b Xb , A.4 ]y 2x6 2 * --- 2xs - - -- zx6 4 — — TX6— — Zc6 4 p 11 ii,8 11% 11A ii iii ii 11% 1 9 Q Q 111 R s i i IIR II`4 III Il� IIR III IIR IIx IIR II - L II4 --111!- III - IIII I - 1I1 - 11L I� ,r r -o -i— r -u —i CEDAR -u —u— 7- -9 —u— t- -u —u Joist and Beam Plan xALE 0"'0' - -c 20 _ - -2xs 2x 3x6 _ -- — - z %6 v —2� —2.6 IL z m 2)9 - - - � �x� 1X6 TT T T 2X I I I I I I I I I I I I F-1" jL2�l rbwI I I I :•1x 14 I Iry I I I I I I I I I P I I to Iq I% 18 l8 IAA 1,2', I I I I I I I I I 11 1- 2' MAIN FLOOR NOTES [NOTE-= LOORJ I WINDOW GRILLS ARE OPTIONAL 2. ALL NON- 01 MEN510NED PARTITIONS ARE 31/2" ROUGH. 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLE55 OTH EPN15E NOTED. 4. PROVIDE MINIMUM 2 -2xQ's W 112" PLYWOOO FLITCH PLATE .AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BE ARIN6 WALL OPENINGS U14LE55 OTHERWISE NOTED. 5 ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. 6. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS OTHERWI5E NOTED ON PLANS. T. TP.U55 MFG. TO SIZE MEMBERS, FA5TENER5, HANGERS t SET SPACING FOR ALL TRUSSES, B. WINDOW SUPPLIER TO VERIFY AT LEAST ON= WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EORE55 OPENING OF 5150. FT WITH MIN. DIMENSION OF 24' IN HEIGHT AND 20' IN WIDTH, SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR q ALL HANDRAIL BALUSTERS TO BE 5PACEO 9XLH1 THAT A 4" SPHERE CANNOT PA55 BETWEEN BALUSTERS. 10. ALL ELECTRICAL AND MECHANICAL EQUIPMENT t METERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS, CONTRACTOR TO VERIFY 11. FOR ADDITIONAL NOTES SEE GENERAL NOTE5 ON TITLE SHEET t DETAILS. 12 ALL TYPICAL WINDOWS 6' -0" IN HT AND SMALLER THE HEAD HEIGHT SHALL BE T' -10" ABOVE FINISH FLOOR (UM.OJ 13. ATTIC, AGGE55 (25 1/2'x54" U.N.0) 14 PLUMBING ACCESS (12 "x12 "). 15. STRUCTURAL ENS. PROVIDED BY OTHERS 16 ALL ARCHED OPENINGS ARE ARCHING FROM 51-01,66i, TYPICAL STRUCTION ASSEMBLIES: NOTE_TCAI A. iY Mi ROOF GON5TRUCTION: COMPOSITION ROOF 5HINGLE5 ON UNDERLATMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS AS NOTED ON FLOOR PLANS. CEILING 518" GYP51M BoARV. 8 TYPICAL WALL CONSTRUCTION: SIDING OR STONE ON 5/8" IWUl ATIN6 WALL SHEATHING ON 2. STUDS, 16" O.G. INTERIOR. 112" GYPSUM BOARD C. TYPICAL FRAME FLOOR tl TR TION FINISH FLOORING ON 11/2" FLOOR SHEATHING ON 2X %13F FLOOR ON 16" DEEP FLOOR TPU'IES AS NOTED ON FLOOR PLANS MAIN FLOOR CEILING 5/e" GYPSUM BOARD D FIXRIDATION FLOOR CONSTRUCTION; SLAB ON GRADE (DE516NED BY OTHERS) m W V Q 0 N r 0 ED JOB NC: PROJAGR: CER CMWN: CER CHECK®: CER P—r Plan ExteriOr Elevatip5 A1.5 ..t I ' � I 7- I I I � R 0Ea9 C .4;c A is I I I I I I I I I I ---------------- I-- - - - - -- Lot Plan 5LALE 1/3' =1' -0' vwi< i al 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 I I I I I I -------------------------- I I I I I I --------- I----------- - - - - -� W W a Q 0 w y rn ■ O N a O E� JCB NO: PAN MGK' C O WN: CER CHECKED: CER FLOOF PLAN A1.7 Square Footages 1stFLOORAC 2552 S.F. TOTALAC 2552 S.F. GARAGE FRONT PORCH REARPATIO DETACHEDGARAGE 572 86 154 283 S.F. S.F. S.F. S.F. TOTALUNDERROOF 1 3647 S.F. W W a Q 0 w y rn ■ O N a O E� JCB NO: PAN MGK' C O WN: CER CHECKED: CER FLOOF PLAN A1.7 CITY OF GRAPEVINE PWS ID# 2200013 WATER CUSTOMER SERVICE INSPECTION CERTIFICATION DATE: S /q /I_.3 -F-" BUILDING ✓ 5 F _ SWIMMING POOL ADDRESS: 2 3C, � � S �+(L.N�S �"� IRRIGATION PERMIT #: // - ?R1 Z 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 best of my knowledge, no cross connection exists at this address at the time of inspection. 2 Zs ? O SIGNATURE OF rNSPECTOR LICENSE NUMBER TITLE INSPECTOR 5/4 DATE M 2f Ly-' LLJ L-4 �> LLJ t—) U-4 CD W Lij L/) u) LU lnt� CL I'll r I 'NIW A- ,U IW A' CD LU LU cr CD CD� CD f-- m LD LLJ UJ EL F— z C) U- Ln C) CL or: ■ IIHL ' �>JRJVA IBMIII IMM= FIM RW LAJ z C) C) ca M LIJ Ln -C ) cr- ct� U- CD 0 C) <D - x tie V) X LD LLJ UJ EL F— z C) U- Ln C) CL or: ■ IIHL ' �>JRJVA IBMIII IMM= FIM RW Cl-" OF SFIEETS C) m x X z V) ED F- -- 0 z 0 o Ck z LAJ 0 X Z Cl-" OF SFIEETS