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HomeMy WebLinkAboutRMISC2014-4492 -L— 2 6 2014 GR ~r, �.�y NO V Md � DATE OF ISSUANCE: IL It s w PERMIT#: BUILDING PERMIT APPLICATION PLEASE PRINT JOB ADDRESS: 35�� ����-�^�C� ��il-t-5 LA�v� SUITE # LOT: BLOCK: SUBDIVISION: BUILDING CONTRACTOR(company name): k'% r �C`� CURRENT MAILING ADDRESS: 32o-\ RuST%L-M J'rcy:,L—S ba, CITY/STATE/ZIP: Bec>F-mr> -rx 7C rxx 1 Fax# PROPERTY OWNER: nAe.+ n Conk Dcnrse, &J CURRENT MAILING�ADDRESS: _�50h �o��i nc, IVIS l IS / -�G, CITY/STATE/ZIP: C7f nevi n t_ ��ji OSS PHONE NUMBER: ` 1-7- ro�J- ,ro/-1 PROJECT VALUE: $ 75 oco FIRE SPRINKLERED? YES NO DESCRIPTION OF WORK TO BE DONE: NeW Cs-3r\`_hf U ct;0,1 Ir USE OF BUILDING OR STRUCTURE: SHOP/GAI A&E S eCoNr,frlAo� C-A)� Rte, x �a DE-59 tifD �ric�6� USf FOR C.LA551C,CAR'-5-ro�i� NAME OF BUSINESS: **Total Square Footage under roof: 1,7C1_ Square Footage of alteration/addition: �Cmy C 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) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1&2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS,ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and incompliance 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 aj'PROVnL' FROHE APPROPRIATE STATE AND OR FEDERAL AGENCY(S).{� L /' PRINT NAME: �ON I�O4CA SIGNATUREL '�� FAX#: EMAIL: Construction Type: y Permit Valuation: $17.5,Ooc7.00 Setbacks Approval to Issue Occupancy Group: R• 3 V Fire Sprinkler: YES — NO — Front: Electrical !— Division: Building Depth: Left: Plumbing L.— Zoning: •RO Building Width: Rear: Mechanical v Occupancy Load: Right: Plan Review Approval: Date: I),)'1.2g14 Building Permit Fee: I , Site Plan Approval: Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department: Date: Water Availability Rate: Approved for Permit: Date: 1 Total Fees: L..J/K- of Drainage Submitted: 7(Z Approved: 11.20•1v1L4Total Amount Due: SOX 95104,GRAPEVINE,TX 76099(617)410-3165 0:1FORMSIOSPERMITAPPLICATION51102-Rev.11104,5lOfi,2107,11Po9,4l11 J BUILDING RESIDENTIAL ACC STRUCTURES L[Lt1 VINE Issue Date: November 26,2014 q F PROJECT DESCRIPTION:Construction of(2)Story,Detached Garage 26'X 40'Second story Guest Quarter. PROJECT# (817)410-3010 WWW.mygov.us RMISC-14-4492 Inspections Permits City of Grapevine, TX LOCATION LEGAL P.O.Box 95104 3509 Rolling Hills Ln. Rolling Hills Addition Blk 1 Lot 1C Grapevine,TX 76099 Grapevine,TX 76051 *04852737* (817)410-3165 Voice (817)410-3012 Fax CONTRACTOR INFORMATION Jon Dostert *CONSTRUCTION TYPE VB 3209 Rustic Meadows Drive *OCCUPANCY GROUP R-3 U Bedford,TX 76021 *ZONING DISTRICT R-20 (817)296-9412 Phone **APPLICANT NAME Jon Dostert (817)296-9412 Mobile APPROVED TO ISSUE MECHANICAL YES Kenneth L Gile ETUX C Dianne APPROVED TO ISSUE PLUMBING YES 3509 Rolling Hills Ln County Tarrant Grapevine,TX 76051-6855 Fire Sprinkler System? NIA ph.(214)912-1293 Square Footage 800 AVAILABLE INSPECTIONS VALUATION 75000 r Building Foundation/Footing(required) FEES TOTAL=$731.00 ► Building Pier(required) ► Building Setback(required) Building Permit Fee $731.00 ► Building Framing(required) Building Wall Tie Inspection(required) PAYMENTS TOTAL=$731.00 ► Lot Drainage Inspection(required) CONTRACTOR MUST REGISTER OR RENEW ► Building Final (required) (City of Grapevine Contractor) Other on 11/26/2014 ($731.00) Note:CC7201 NOTICES 1)ALL work must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2)A copy of the signed permit and approved plans must be on site at all times. 3)The project address must be clearly posted at the job site. READ AND SIGN I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City of Grapevine Ordinance regulating MYGOV.US City of Grapevine I BUILDING RESIDENTIAL ACC STRUCTURES I RMISC-14-4492 I Printed 11/26/14 at 11:36 a.m. Page 1 of 3 construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY,AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S).� Signature Date MYGOV.US City of Grapevine I BUILDING RESIDENTIAL ACC STRUCTURES I RMISC-14-4492 Printed 11/26/14 at 11:34 a.m. Page 2 of 3 CITY OF GRAPEVINE MECHANICAL ELECTRICAL PLUMBING FUEL GAS EC 1 2014 PERMIT APPLICATION qqMM�� PLEASE PRINT) UEC 16 LIII'!f'• PERMIT# /. BLDG.PERMIT#/�r ^ DATE: JOB ADDRESS: � `jam >/�/ `7 SUITE# G� DESCRIPTION OF WORK: PROPERTY OWNER: CONTRACTING COMPANY: ADDRESS: ADDRESS: e 'ieao3 � CITY/STATE/ZIP: CITY/STATE/ZIP: PHONE NUMBER: e/.7 . �6 C���� PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA PERMIT FEES AMOUNT DUE (SQ FT EACH TRADE I. R-3 1 - 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION& 1,501 - 1,750 $ 76.48 ADDITIONS(PER UNIT) 1,751 - 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ.FOOT UNDER 2,251 - 3,000 $ 96.43 ROOF 3,001 - 3,500 $ 103.08 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 1 FOOT $ INSTITUTIONAL EACH TRADE 1 - 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501 - 50,000 $ 32.00+ .01 PER 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 $ 327.00+.005DOLLAR $ 500,001+ $ 1,327.00+.003 IVALUATION 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 $ OAFORWDS APPLICATIONS-FEESIMEP APPLICATION 4-11.doc I PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL,THREE(3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS(2HR MINIMUM)...............................................$42.00/HOUR* • REINSPECTION FEES..................................................................................................................$42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED........................................................... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED(1/2 HOUR MINIMUM)......................$42.00/HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES,ADDITIONS,OR REVISIONS TO APPROVEDPLANS.......................................................................................................................$42.00/HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25%OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH.........ACTUAL COSTS"* I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW 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) 6I`7 ')'o / - � p JJ �,,,// *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 6121/01 REVISED:10/01,5/06,2107,7/07,8/09,11109,4/11 0:1FORMSM APPLICATIONS-FEESWEP APPLICATION 4.11.doc • ELECTRICAL PERMIT SFR (SQUARE FEET) -,GRAD }'I.;f Li Issue Date: December 16,2014 PROJECT DESCRIPTION:Electrical For Detached Garage With Living Space On 2nd Level. PROJECT# (817)410-3010 www.mygov.us ELSFR-14-4847 Inspections Permits City of Grapevine, TX LOCATION LEGAL 3509 Rolling Hills Ln. Rolling Hills Addition Bilk Lot 1C Grapevine,,TTX 76099 P.O.Box Grapevine,TX 76051 *04852737* X (817)410-3165 Voice (817)410-3012 Fax CONTRACTOR INFORMATION Dub Electric County Tarrant State ID#2810 Square Footage 800 4203 Meadow Drive Grapevine,TX 76051 FEES TOTAL=$49.88 (817)201-5033 Phone Electrical Permit SFR SFR ADDITIONS $49.88 (817)354-1499 Fax (817)201-5033 Mobile PAYMENTS TOTAL=$49.88 Dub Electric(Robert E. Moore) Other on 12/16/2014 ($49,88) Note:CCO893 OWNER — Kenneth L Gile ETUX C Dianne NOTICES 3509 Rolling Hills Ln ALL work must be done in compliance with the 2005 NATIONAL ELECTRIC Grapevine,TX 76051-6855 CODE. ph. (214)912-1293 PLAN SUBMITTAL:WHEN PLANS ARE REQUIRED BY CODES, AVAILABLE INSPECTIONS ORDINANCES,OR AS DETERMINED BY THE BUILDING OFFICIAL,THREE ► MISC.Electrical Inspection(required) (3)SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ► Electrical T-Pole(required) ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED ► Electrical Rough(required) ► Electrical Service(required) AS REQUIRED BY CODES,ORDINANCES OR WHERE OTHERWISE ► Electrical Temporary Service(required) REQUIRED BY STATE LAW. Electrical Final(required) READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL,STATE,AND/OR LOCAL LAW REGARDING ENERGY MYGOV.US City of Grapevine I ELECTRICAL PERMIT SFR(SQUARE FEET)I ELSFR-144847 I Printed 12/16/14 at 2:43 p.m. Page 1 of 3 CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST A Signature Date MYGOV.US City of Grapevine I ELECTRICAL PERMIT SFR{SQUARE FEET}I ELSFR-14-4847 1 Printed 12/16/14 at 2:43 p.m. Page 2 of 3 CITY OF GRAPEVINE MECHANICAL ELECTRICAL PLUMBING FUEL GAS PERMIT APPLICATION PLEASE PRINT PERMIT# ), G BLDG.PERMIT# DATE: JOB ADDRESS: Q SUITE# DESCRIPTION OF WORK: P QPERTY OWNER: CONTRACTING COMPANY: Z. ADDRESS: ADDRESS: CITY/STATEIZIP: CITY/STATEI IP:t PHON NUMBER:471,2- PHONE NUMBER: 14- Z1947. .. 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 �/ Q ROOF Q 3,001 - 3,500 $ 103.08 0 o o 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 $ INST'ITU�IONAL•. . ` �� i j EACH TRADE 1 - 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501 - 50,000 $ 32.00+.01 PER 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 $ 327.00+ .005 DOLLAR $ 500,001+ $ 1,327.00+.003 VALUATION EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 - $ OAFORMSMS APPLICATIONS-FEESWEP APPLICATION 4-11.doo PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL,THREE(3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED.BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. ", • } , ,OTHER INSPECTIONS AND FEES: I MSPECTIPNS OVTSIDE NORMAL'SUSINESS HOURS(2HR MINIMUM)...............................................$4,2,OOiHOUR- • REINSPECTION FEES..................................................................................................................$42.00 • PERAAIT� FOR WHICH NO FEE IS SPECIFICA4jLY,INiDICATED...........................................................1$37,0,0.,7 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED(1/2 HOUR MINIMUM)......................$42.00/HOUR 0. tADDITIONAL°PLAN REVIEW REQUIRED BY.QHANGES,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" 1 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 1 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. I _ SIGNATURE OF CCTNTRACTOIT OR AUTHORIZED AGENT PRI�NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE#:_ f ?` 7& _ 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:10/01,6106,2/07,7/07,8109,11/09,4111 OAFORMS\DS APPLICATIONS-FEESWEP APPLICATION 4-11.doc PLUMBING PERMIT SFR (SQUARE FEET) VE Issue Date:December 19,2014 s r. R A x PROJECT DESCRIPTION:Plumbing for Garage/Guest Suite PROJECT# (817)410-3010 WWW.mygov.us PLSFR-14-4899 Inspections Permits City of Grapevine, - TX LOCATION LEGAL 3509 Rolling Hills Ln. Rolling Hills Addition Blk 1 Lot 1C Grapevine,,TTX 76099 P.O.Box Grapevine,TX 76051 *04852737* X (817)410-3165 Voice (817)410-3012 Fax CONTRACTOR INFORMATION Tim Long Plumbing Inc County Tarrant State ID#M14187 Square Footage 800 2617 Blue Mound Rd.IN -- Haslet,TX 76052 FEES TOTAL=$49.88 (817)439-3629 Phone Plumbing Permit Fee SFR $49.88 (817)439-3480 Fax -- (817)999-9870 Mobile PAYMENTS TOTAL=$49.88 Tim Long Plumbing Inc(Tim Long) Check on 12/19/2014 ($49.88) Note:CK8323 OWNER – — -- -- Kenneth L Gile ETUX C Dianne NOTICES 3509 Rolling Hills Ln ALL work must be done in compliance with the 2006 INTERNATIONAL Grapevine,TX 76051-6855 PLUMBING CODE. ph.(214)912-1293 PLAN SUBMITTAL:WHEN PLANS ARE REQUIRED BY CODES, AVAILABLE INSPECTIONS ORDINANCES,OR AS DETERMINED BY THE BUILDING OFFICIAL,THREE ► Plumbing Rough In (required) (3)SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ► Plumbing Top Out(required) ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED ► Plumbing Customer Sevice Inspection (required) AS REQUIRED BY CODES,ORDINANCES OR WHERE OTHERWISE ► Plumbing Final(required) REQUIRED BY STATE LAW. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL,STATE,AND/OR LOCAL LAW REGARDING ENERGY MYGOV.US City of Grapevine I PLUMBING PERMIT SFR(SQUARE FEET)I PLSFR-14-4899 I Printed 12/19/14 at 2:33 p.m. Page 1 of 3 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 Date MYGOV.US City of Grapevine I PLUMBING PERMIT SFR(SQUARE FEET)I PLSFR-14-4899 I Printed 12/19/14 at 2:33 p.m. Page 2 of 3 CITY OF GRAPEVINE MECHANICAL ELECTRICAL PLUMBING_ FUEL GAS _ PERMIT APPLICATION PLEASE PRINT PERMIT# of Q�� BLDG.PERMIT# JOB ADDRESS: `, SUITE# DESCRIPTION OF WORK PROPERTY OWNER: r — CONTRACTING COMPAN , V I� t �J xs=� r CS3 ADDRESS: s-0 g ADDRESS: CITY/STATE2IP: � hl i/j �. �� CITY/STATE/ZIP: L r A� PHONE NUMBER: „� ��C PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA PERMIT FEES AMOUNT DUE Eu EACH TRADE I. R-3 $ 33.25 SINGLE FAMILY,DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, - 0 $ 63.18 NEW CONSTRUCTION& 1,501 - 1,750 $ 76.48 ADDITIONS(PER UNIT) 1,751 - 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ.FOOT UNDER 2,251 - 3,000 $ 96.43 ROOF r 3,001 - 3,500 $ 103.08 C' 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE II. A, E, I, R-1 1 - 500 $ 37.00 � lJ 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 GARAGES, FACTORIES, 50,001- 100,000 $ 182.00+ .007 SQUARE WORKSHOPS,SERVICE 100,001+ $ 582.00+ .003 f FOOT $ STATIONS, WAREHOUSE CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH-OUTS, 0- 500 $ 37.00 SHELL COMPLETIONS, 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 $ 327.00+ .005DOLLAR $ 500,001+ $ 1,327.00+ .003 TVALUATION V. MISCELLANEOUS EACH TRADE IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ 0:1FORMSIDS APPLICATIONS-FEESIMEP APPLICATION 4-11.doc PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL,THREE(3)SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS(2HR MINIMUM)...............................................$42.00/HOUR- REINSPECTION 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 APPROVED PLANS.......................................................................................................................$42.00/HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25%OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS,OR BOTH.........ACTUAL COSTS" I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALCLWORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDIN N GY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATI O NERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATUWOF.,CCrNTRACTOR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) p'� *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 6121/01 REVISED:10101,5/06,2107,7107,8109,11/09.4/11 O:WORMSIDS APPLICATIONS-FEESIMEP APPLICATION 4-11.doc MECHANICAL PERMIT SFR (SQUARE FEET) vjwIssue Date:February 4,2015 PROJECT DESCRIPTION:Mechanical for Detached Garage � PROJECT# (817)410-3010 WWW.mygov.us MESFR-15-0407 Inspections Permits City of Grapevine, TX LOCATION LEGAL 3509 Rolling Hills Ln. Rolling Hills Addition Blk 1 Lot 1C Grapevine,,TTX 76099 P.O.Box Grapevine,TX 76051 *04852737* X (817)410-3165 Voice (817)410-3012 Fax CONTRACTOR INFORMATION Lee Air Services County Tarrant State ID#TACLA295C Square Footage 800 2390 Michael Drive Southlake,TX 76092 FEES TOTAL=$49.88 (817)337-1975 Phone Mechanical Permit SFR/SFR ADDITIONS $49.88 (817)379-2269 Fax (817)296-4710 Mobile PAYMENTS TOTAL=$49.88 Lee Air Services(George Johnson) Other on 02/04/2015 ($49,88) Note:CC8625 OWNER - Kenneth L Gile ETUX C Dianne NOTICES 3509 Rolling Hills Ln ALL work must be done in compliance with the 2006 INTERNATIONAL Grapevine,TX 76051-6855 MECHANICAL CODE. ph.(214)912-1293 PLAN SUBMITTAL:WHEN PLANS ARE REQUIRED BY CODES, AVAILABLE INSPECTIONS ORDINANCES,OR AS DETERMINED BY THE BUILDING OFFICIAL,THREE ► MISC. Mechanical Inspection(required) (3)SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ► Mechanical Ceiling(required) ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED ► Mechanical Duct(required) ► Mechanical Rough(required) AS REQUIRED BY CODES,ORDINANCES OR WHERE OTHERWISE ► Mechanical Final(required) REQUIRED BY STATE LAW. READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL,STATE,AND/OR LOCAL LAW REGARDING ENERGY MYGOV.US City of Grapevine I MECHANICAL PERMIT SFR{SQUARE FEET}I MESFR-15-0407 1 Printed 02104/15 at 9:23 a.m. Page 1 of 3 CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,AND THAT VERIFIC N OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO TH Y UPON REQUEST. Signature Date MYGOV.US City of Grapevine I MECHANICAL PERMIT SFR{SQUARE FEET}I MESFR-15-0407 I Printed 02/04/15 at 9:23 a.m. Page 2 of 3 • R ............... eTn ' .... N 8p•20'00"E 5 89'59'35"E _........................_._......................n. ........................................... 1 i STOPC N REfAWKa Q WALL LOT u 1-B-A W=FORCH $ ..625 ..._.............. TWO STORY ww Now REtAFRAME WALL qfi WALL } .... ..x N �•,� :BRICK:"..::" C\ NEW 5UILDMG j J @ W I i0[ i0 — — — — — — 15'UTILITY EASEMENT — N 89'2840"E N 89'334.9' 1. EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS. 2. NO CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN EASEMENT WITHOUT PRIOR APPROVAL. 3. MAINTAIN CURRENT DRAINAGE PATTERN. 4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. 3a hv, Rob eY4S i s !��. �p,,r�v�e,S - i•1 v zo I Lf I lo-wqqq�. 1,109 ROUIA)& PILLS L AJ a 04#4A AF. w O C, H d � to 14 o Lo 0 0000 N LOT 2-A-R, BLOCK 1 z0 0) ° w ao W W ROLLING HILLS ADDITION '_ ` ` F d c VOL. 388-160, PG. 73Cj vx 0 OD C� ^� �� F- �H z� � IE N ° ;fly OJ W_� � N � f n ^ U 501'35'00"E 364.90' o a� r. t € ate WQ U. a� °� BZW M i 0Q0 0 CJ ca a.. V GG ° \ OCL c i M II tjv 6o - � rn 3 0) Ar N O p `o O p N 1 O 2q.L N >� tN'� r to rn r- M l`Z 0� ' j p m € 6 1�-NRVii N L ° 5 r Z a y Z E tri 0 QW ?u Y~ w ' o � �i ;V m 0 v Z I ' m r '3 Z L m �¢ 11J< i <cLo 0 :v Fto to d- -' Q Lco �Cn � 00 3�� ' 0p � fY °° a002 0 fI v �v ( I. Iaa._-6,p 3 mvEa, m I 0 Lo 0-, [( L (Y I M �• SUS•`'mC�m O :2m 'Cb .4�DZ .,().'§Z. .4'06 OrJ c o o s €o p N w m x x CV °Esq gw c wl \ \ I� w e UO L I v mnEt `d i� vi o0 v N LL m v o•-y pp yJ m.,., a W N I ce Z o lod• cEc6 0 N N U N Q++ x .r ! E'w Omo 0 � m La Li £'M 3p5£,90.00N oy i 41 Q o LOT 1-A, BLOCK 1 I x SE40m vi m 0 0 w o q� Q ®ZIROLLING HILLS ADDITION 06 Q wE VOL.388-155, PG. 85 z ci Co Q N Q i # o C) ■ r � 07 ' � � � k � 2 — � � k o « 7 ch0 E E . t E E f 8 ƒ w Rcm f Q # 0 c § c e � c % E / = 8 cl u 2 / o fo 0 7 Ln f ¢ q M � � E f % N ' o § 0 E % « 5 \ ° t § - - 7 /cu : ƒ k �k0m � o ° � � u ■ ■ � � R ƒ 2 / I / o k k § 2 7 § § g B L6 R a U a- LLe I3 = U / cli o � o o 7 � k u u : ® 0 ® bD � e a � \ / ECL « § E / k 4w G 2 E § O 7 m Qj i \ k N @ U a- t 7 ( d - H Z Zr aE n m 2 E7 A E 2 bo / E ' @ u . f / - m 2 k / aj 4— % ¢ k / CL q M 5 2 § q Ln § § / Eq : k QJ © o E = E M / § � _ o M r- = a to m § aEnq cue m Eo _ .- 0 « v k k \ k k E � � 41 I 2 / k S ƒ � CL 2 � � 2 \ \ � � 2 E § R \ G Aco $ � 7E $ \ E o @ ■ , n 2 c M CL � # I ° � � c + ' m Q CD o f / gy m £ / 2 ° 0 ai° = E 2 2 LU U E 2 ( 2H / (U E . m § § = k 2 § 2 m E / § � K k k § d LL � in 2 R / f 6 2 / n k ° LL V) CL d a- U- L- ƒ a 3 REVISION A 141106 E3 141113 WATER HEATERS ARE NOT ALLOWED IN ATTICS. TEMPERATURE & PRESSURE RELIEF VALVE LINES ARE NOT ALLOWED 1N THF: 9648. WATSR UPX-S' � MiF.................. 9 ARE NOT ALLOWED IN ATTICS OR FLOOR CEILING ASSEMBLIES W/O PRIOR APPROVAL OFFU'o4c) Pak 91 domma-ft Imm attached .............. ...... -of ZI !62' us. Llar'= 51TE ead rerain On prop"of THE SUIL-DING OFFICIAL.. ... 1 36 d--.t.g=th. Designer sh used b by the 0--(cli.*)or JA _M -m =d p or w pre g eas ar ra...:... or joym SEPARATE PLA)MBING,MECHANICAL, tA bo DA others m a other pmjwL I NGHROGE WWDLNV HLLS In6wag mons- rnedIffaffons to th].prejeat ELECTRICAL AND SIGN P 9IS ROLLM HLU5 5 89*59'35"E MEADONS HISFICUFF Parkrr Z"=-141.1 pirmilmian in eflE.;fire. SHALL BE REQUIRED Mrrinoriall =g-r-No port I . .Of t1l. ry �ER HU red melft may be reproduced without Hr LAIV 121 the =rnassion frerrr u. RE -N F Th., assinnes no ff IS 13-E RESmNSfBLITY`OF THE WESTUAR r any sbuctum an Th. 5WTT P& thee 1. AALL- ON - D im or mall. OWNER/DESIGN PROFESSIONAL/CO: allin !.,.by NW�"PV -Y 2 Wall be at such p"'.cen TO HAVE PLANS REVIEWED AND THE 13U Imm ..k. wrome com"'u"t'"g. tr g..1.6W4tler.or must vett cm INSPECTED BY A CERTIFIED ENEREG-Y di—miove,rally compflosegl -ft N bulidmg codes:and INSPECTOR IN ACCORDANCE WITH S LAW. incorporcluil she mndffion& PLAN REVIEW AND INSPECTION DOCUMEN TATION VICINITY MAP SHOWING COMPLIANCE WITH THE ENERG(CODE ADOPTED BY THE STATE SHALL BE SUBMI'7ED TO THE BUILDING DEPARTMENT.' FRBMON--�.- CITY OF GRAPEVINE kcTOR ,113LDING U LE Y ODE C STA TA I L LOT (5 PELI=ASED FOR I w= 'TRUCTION CONS THESE PLANS ARE NOT REVIEWED ............... ............. SHEET. OF: FOR HANDICAPPED ACCESSIBILITY RELEASE DOES NOT AUTHORIZE ANY WORK IN'CONFI IWO 5TOKY WOOD __,5 rONE REM NG -ICT FI�AW-HOUSE WALL,4 WITH THE BUILDING CODE OR ZONING ORF.,, IT IS THE RESPONSIBILITY OF THE DESIGN p THIS PLAN TO BF-- KEPT Lz THE JOB AT ALL TIPV- TO OBTAIN THE NECESSARY APPROVALS z 22' BY: < FROM THE PROPER STATE AND/OR BUILDING INSPECTION DIVIS:'-�,' cl PROFESSIONAL/BUILDING OWNER ui FEDERAL AGENCY RELEASE < DOES NOT APPLY TO CONSTRUC 1";ON IN EASEMENTS OR ON PUBLIC-RIGHT-OF-WAY. 40 ALL CHANGES MUST BE APPROVED NEW 5ULPINn' Lu Z: < �3 ............... . ....... ::3 CONTRACTOR SHALL CALL FOR o INSPECTIONS: UIR -3010 F' ALL CHANOW RECkZ (817) 410 ILo CONTRACTOR REGISTRATION WILL BE REVOKED UPON OF PERMIT EXPIRATION. 15' UTTLI-FY EASEMENT ISSUE VAIT THESE PLANS ARE NOT REVIEWED APPROVER PLANSSHALLS N 89*28'40'E N 89'33'45't FOR HANDICAPPED ACCESSIBILITY 10.2 13/11/14 KEPT ON JOBSITE AT ALL TIMES ............ ..........764.01- — ---- DRAWN BY IT IS THE RESPONSIBILITY OF THE DESIGN PC) PROFESSIONAL/BUILDING OWNER PROJECT NO- TO OBTAIN THE NECESSARY APPROVALS FROM THE PROPER STATE AND/OR PLAN NUWER PLOT PLAN FEDERAL AGENCY 0� PLAN 11717"SHEET 51M SCALE--1/2'=?7* 0000 OFFICE COPY SHEET NUMBER NOV 14 Z014 A 1.j1; Null, , A 1� -4%4-9� -�Scpl (9 0 1�L'C,5 � k Vs UN, ;N- cAxe-8 aLczxc�, - SAD f-y ------------------------ ----------------------- ----------- 2. REVISIONS ELECTRICAL LEGEND fell. > lfVAC Cal S W 1 C.H LEGEND S WITCH tD DIMMER T-rH 120 V. PECIFPT4CLE CUTLET i'-r-ma cafp.)�,,opirzv 220 V. RECEPTACLE -.11TLET &14 CIARACrE c-C-1 LIN Or ARk Cj GFll 'Fo V. "ECEFTACLr,,jROIJNI 'AULT _F 0 L10H -;�;TEIRI T WEATHE PROOF DUTLET Ou7LET FLLIOR REC L T-I CL�r HT -1 CLG.T NTED swop 2 CAR GARAGE C E I L I N C, moij li TACI C 0:M P ccl4c cow- CEP d IpI E I L IN G clF a DFI= FIX7UPE S D CAN 7. r FLOORuFC GARAGE FIxTURE FLIUC, WAL- NOLINTEE 9. % r--------------- ------- DIRECTIT"All RECTSSED AN FIXTUIPE LUORESCENT F I X T UP F ==M=Z To CEILING FA'N J (5 EXHAUST FAI, ozTWENTY7;I i F1_00D LIGHT DESIGN STUDIO 11C 7E! EPHn_.N--' CUTLET - M5 METSTM DR MCIaNNEY,TX7500 PH 21+405-1947 DATAPORT LILTI-ET SMOKE DETEUT F[fR5T FLOOR ELECTRICAL PLAN SNOkE DETECTER 5T FLOOR FLAN e ILE:1113'=,.-0" _01,)?ltJAT D..,, 1,ml-ill- DETEC70�, 1_ SHALL BE LINK ECALF:Wa. L : , Etr '_ARKN t`�MITDC DETECTD;.' t fN L L G L G c- c A L %A 0(Z 14 5 li A L L C V rA I'J L-1 k)1-1 Vi E 5r- ZoeC, cIM WHERE RE--'RED BY MDE SO THAT WHEN ONE ADDOV-rLC-15, To MCC-,t F,,JAxIMt)t.,i SEpp,0.A1C_o 0%,51ANC-6. Ad Paa r4&C--l0,0,9. -z h1nR A oij L L S 0 ---------- Nt- ---------- --------- ------------- CITY OF GRAPEVINE 0 7 P Zo\)I i�or-_ - -------------------------------------------------------- ------ 'L 01)'TLV1s A-t Cor4DC-NSGlX LOCA-11-ONS . ----------- RELEASED FOR -------- -- 7— COIN OTRU r,-%,,Tl ON SHEET:- OF. 2 v RELEASE DOES NOT AUTHORIZEANIY WORK IN COt, ------------------------------------------------------- l-NUL WITH THE BUILDING CODE Oil ZONING ORC y------------ --------- THIS PLAN TO 3E KEPT (;N _1------- --- -- - - ----------------- THE JOB AT ALL TIMCES DATE. B'f 5LGFE TO 10*-i G:G-HT BUILDING INSPECTION DIVISION = OECAOND FLOOR LIVIMH RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR ON PUBLIC RIGHT-OF-WAY. ALL CHANGES MUST BE APPROVFrl u ------------------------------------------------- V-I CL6 HT pw T Ii 55UE OATt - --- - - - -- - - - ;-;RST FLOOR 10-0 6.FJ H-1 -.'AL� ---------------------- —OND 7S TOTLs UNnF_R ROOF ]-is ITFr=Af),s I. S'-!CEG Hr ----------- DQ?.MhTJt wo ------------ 0VZR.'-l_L DEF7H s, -I— mio.-m -t3ti4if SECONZ) FLOLafR ELECTfRICAL PLAN M5 R)IcH P_AtL%N4v) bo A4r I-Low PftsII406 5CALE OF 5%wrme Lt" t)%rAtAaLxr__a_ na. rAvae. 6ECONZ' FLOOR FLAN A2.1 V-0' REVISIONS vENT �- 12 5:12 8'•,�� B'-Iii E——.—,— _.—.-12 J2—— R:12 12 1D — _ 12 SIDING F n. 12 _ es. SIDING 12-4°f5 I_' FIE 2ND FLR FF._.—.— --------- ——————————--- —._._2ND 15T FLR GLG.m 9'-I" —_ _ IST FLR GLG.m 9'-I" _ . _._._._._. .—._. _ — .. SIDING v.•eo..P� .e,o, 1 — -_ FEE]] SIDING -— + .. ... m','.. SIDING —_ SIDING —-. k _ _ _ LLJ — _ ltt'`li ll' itill TWENTY7 DESIGN MDIO LLC ........... —_ .—.—.—.—.—._.—.—.—FF. FF.__ FF. _____————— - —————— ———— ———_————_.—-— —_- — _— .—__——._—— 6305 WH-1 DR MCIDNNEY,7X 75M CITY OF GRAISVINE PH314-905-1%7 RELEASED FOR fi� C��IT ELEVATION FRONT ELEVATION SALE: 1/8 = CONSTRUCTION SCALE, Ila" - SHEET: OF: \h1 11.1 DDL4 -SILL HL ilrH-f 5)ih i-t- ZE M1t.11NI l M RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT n WITH THE BUILDING CODE OR BONING ORDINANCE -aL4 A 130 V C 1 11 S N �1-�70 12 A'f SL^CO til D LC C^1. THIS PLAN TO BE KEPT ON' � ° - ~ r THE JOB AT lAU-TINT S $ F 3 o N - -�)AT'E;-- I 1 *-r17 _ B1!LDI I G INSPECTION DIVISION } F -IFIL E DOES OT APPLY TO CONSTRUCTION IN IT � o z EASEMEIN_TIS f.R ON PUBLIC RIGHT-OF-WAY. AL L CH, Ital S MUST BE APPROVED 5� -- — — --_ ---------— _12 ® ® 12 SIDING ` 12 — �12 SIDING 12'-1"ie 12'-I'IE 12. .. 12'-1"IE _.—.-2ND FLR FF. 15T FLRGL13.m9'4- 155UE DATE 04/O-1/14 SIDING DRAWN BY SIDING SIDING SIDINGim MJ FROJEOT NO. PLAN NUMBER FF. ._._. ._._._._._. _. FF. F.F O®OO -- SHEET NUMBE=R FREAK ELEVATION LEFT ELEVATION A5.I SCALE: I/8" = 1'-0" SCALE: 1/6" = I7 12'-III fE 12'-I {E REVISIONS LLI Lu )z LL SLOPE CHANGE IYL ---- ---_u`�. u/, TWENM DESIGN STUDIO LLC 6305 WHETSTONE DR MCXINNET,TX 75170 PH 214A 5454T CITY OF GRAPEVINE 12'-1" fiE 12'-1" fE RELEASED FOR 1 oC �� N SCALE: 1/8" CONSTRUCTION I'-m" WZ SHEET: ` �r. O RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT Q WITH THE BUILDING CODE OR ZONING ORD'i';,NCE THIS PLAN TO BEE KEPT r;T,; Z m J THE JOB AT ALLL TIMIIFS Q o Z DATE: 11' 1`r• 2m 1 �..•1' J o E3Y:. BUILDING INSPECTION DIVISION m RELEASE DOES NOT APPLY T 0 CONSTRUCTION IN EASEMENTS OR ON PUBUC RIGHT-OF-WAY, ALL CHANGES !;i/IUS BE APPROVED ISSUE DATE 0-0-.i- DRAM BY PROJECT NO. PLAN NUM6ER SHEET NUMBER A4.I wsx4�m , ML THENCE South Ot deg. 35 min. 00 sec. East, along the common line of sold Lots 1-C and 2-A-R, a f distance of 364.90 feet to a fence comer post found for the Southeast comer of sold Lot 1-C, same being the Southwest comer of said Lot 2-A-R, some being In the North line of Lot 4, Block 1, F Woodcrest Estates,.an addition to the City of Grapevinb according to the plat thereof recorded in Volume t 388-77, Page 38, said Plat.Records; c WAre,/eavr.earas3n� enrde c t _ and passingbeing t 82 a distance of 3536 feto1/2 Inch iron found forthe Northwestcomer ofsold Lot 4. somei v>„ 3), the Northeast comer of Lot 3, Block 1, said Woodcrest Estates, and continuing along the common line of.' e t 3ee-t�^ 7 X10) said Lots 1-C and 3, passing the Southwest comer of said Lot 1-C, same being the Southeast carrier of Nlow����E�87.77�' ' ggoyt,� aforesaid Lot 1-B,and continuing along the common line of acid Lots 1-8 and 3, passing the Northwest 1Z4a comer of said lot 3, same being the Northeast comer of said Lot 2, Block 1, sold Woodcrest Estates, s and continuing along the`common line of said Lots 1=B and 2, a total distance.of 164.01 feet to 0 1/2 ' c S69'.S9'35'E 110.75 1eAo' war�eea SAS +/a'nr•� inch Iron rod set with Peiser & Mankin SURV",red plastic cap (hereinafter referred to as 1/2 inch iron < 11r Ms ow /tv f17.�3 rod set) for angle point; E "0M1 I" POINT THENCE North 89 deg. 28 min. 40 sec. West, along' the common line of.sold Lots 1-B and 2, once BEGINNING of 118.65 feet to a 1/2 Inch Iron rod found for the Southwest comer of sold Lot 1-B, so sing Northwest comer of said Lot 2, same being the,Northeast comer of Lot 1, Block 1, said crest F Estates, same being the Southeast comer of Lot 1-A, Block 1, aforesaid Rolling Hills ddition Volume 1 388-155, Page 85); ;,y suecenuxr THENCE North 00 deg, 06 min. 35-sec. East, along the common line of said L s 1-9 on 1-A, M xe-+ea ra 80 distance of 337.39 feet to a 1/2 inch iron rod set for the Northwest comdr ief Id Lot.1- some sing c the Northeast corner of said Lot 1-A, some-being in the South rl - -way line f of sci Rolling LOT LB—A Hill Lane; . 96,213 ISO. FT THENCE along the common line of sold Lot 1-8 and said Ring Hills Lane as Ilawsc OR.2.27 ACRES LOT 1-A, BLOCK 1 South 89 deg. 59 min. 35 sec. East a distance of 110.7 feet to a t Iron rod rid for angle LOT 2-A-RBLOCK'1, point; / ROLLING HILLS ADDITION ROLLING HILLS ADDITION North.80 deg. 20 min. 00 sec. East, passing at a"distan of 18, feet a 1/2 Inch ro found for h VOL.388-155, PG. 85 I VOL 388-160, PG. 73 the Northeast comer of said Lot 1-B, some being the N hwest ner of afore 0 1-C, d continuing along the common line'oI s and s Rolling ills Lane, otal dis nce o 6 LOT 1-0, BLOCK 1 LOT 1-C, BLOCK 1 feet to a 1/2 inch iron rod found w fi bears Nor Z d 42 min. 7 sec., . 72 feet or angle point; ROLLING HILLS ADDITION I ROLLING HILLS ADDITION VOL 388-135, PG. 85,, I VOL 388-155. PG. 85 THENCE 75 deg, 40 min. sec: East, along the n line of 1-C an said Rolling E HElls e; a ce of 5.82 fe t to the OF BE GNi G d containing 96,213 s are feet or 9 acres of com ed land, ore or I as. - NOW, THEREFORE KNOW A MEN Y THE PRESENT 'THAT �t L 01.E Q 01 do here ado this this plc of ROLLING HILLS ADDITION, an addition to the ty of Gra •ns, Taman Co ty, Texas, ereby de orate to the public use forever that E right-of ay and so ents she h on. The easements a wn hereon are hereby reserved for the C rd purposes indicated, e"utility same shale be open dll City or franchised public utilities foto' m !+ ach particu r use. Theaintenan of po on the ements are the responsibility of the property c er. No bu Ings or b Mary stru ures shall I strutted, reconstructed,;or placed upon, over, or a the sea ents as hewn."Sal easements being hereby reserved for the mutual use and acc modation oil pu is utilities sing, or desiring to use some. Any City or franchised.utility shall, z ry have a full right r ove and ke removed all or parts of any fences, trees, shrubs, or other z I - 4j conatru on, maint nce, or effici cy of It's respective system'on the easements and all City or. franchise utilities shall at all Urn have the full right of ingress and agrees to and from'and upon sold , easements the purpose of strutting, reconstruction, inspecting, patrolling, maintaining, and adding ti to or remov all or parts is respective,system without the necessity at anytime of procuring the o periniselon of ne. I reviewed the Citys findings conceming dedications and.I do agree that the ,S statements,are a correct. " I.. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City,of iGrapevine, Texas. Witness,my hand this 17th day,of October, 2014.. I i� __7 K NETH L. GILE, OWNER I STATE OF TEXAS COUNTY OF TARRANT Before me, undersigned Notary Publ;c in and for said county and state, on this day personally appeared" Kenneth L Gile, known to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purposes and considerations therein expressed. Given under my hand and seal of office this 17th day of October, 2014. E i Urian , ry ubli , 546te of Texas, " IN My Commission Expires 8/15/2016 -- — I W sax as at N8972Witness my hand this 17 day of October, 2014. LOT 1, BLOCK 1, T 2, BLOCK L 3, BL 1, LOT 4, BLOCK 1 C. DI N�_NE GILE, OWNER WOODCREST ESTATES CREST ESTA W E ATES WOODCREST ESTATES VOL 388-77. PG. 38. VOL ' .7, PG. VOL -77, PG. 38 VOL 388.77. PG. 38 STATE OF TEXAS COUNTY OF TARRANT Before me. undersigned Notary Public in and for said county and state. on this day Dersonally aooeored S D �SZlYIS 6221 Riverside Dr#1161 Irving,TX 75039 Phone 972-620-82041 May 23, 2012 Ken Gile 3509 Rolling Hills Lane Grapevine, TX 76051 Gentlemen: The following foundation has been designed to soil conditions based on a soil analysis prepared by : Laboratory : Rone Engineers Report No. : 4-0002-01 Date: 1/26/1984 and in accordance with the 2006 International Residential Code, 2006 International Building Code and standard engineering practice. Effective Soil PI : 40% Qa: 1500 SSE Project No. : 1205228 Legal description of property Subdivision : Private Residence Town/City: Grapevine Lot : 1 C Block : 1 Address : 3509 Rolling Hills Lane Plan: Respectfully, Strand Systems Engineering, Inc. OF I TAMARA L. SPICE_R Tamara L Spicer, P.E. a'- 92474 r President } \Zt��?�~ Enc: design calculations Registration No:F-1629 wo�sir�OroM ! � Y J� s APA Forth No.TT-077A Page 1 of 2 NARROW GARAGE WALL BRACING FOR Off-AND TWO_$fiORY HOMES New portal frame designs, developed by APA, have been tested to show bracing .New that Is comparable to existing code-permitied bracing for residential structures (APA Technical Topic TT-073).There is a frequent desire to use narrow wap designs without hold-downs at garage door openings.According to the code, in the lower' the U.S.,244n. narrow wall designs can currently be applied with no hold-down Torts of wheh the home-MI fully sheathed with wood structural panels(see Section Rpt devices 5 of the 200616temational Residential Code). One drawback, however, is the one-story limitation for this application (see IRC Table R602.10.5 footnote b).The limitation represents a significant restriction since many dwellings have a second story over the garage. APA conducted a series of tests to Justify expanding no-hold-down portal fame application' o-story recommendations to twdwellings,where the portal frame is applied to the first story In a fully sheathed structure in areas with low seismic risk(AP.A, 2003). Results of this test program show that 16-in=wide portal frame designs,with a 6:1 het ht measured at the vertical wall segment,performed Comparably to all b ntlsys, as , currently accepted in the IRC for use In any of three stories of a fully sheathed structure. APA tests show that the portal fame segment depicted in Figure 1 provides bracing=leve( perfonnance that is comparable to IRC bracing permitted under multiple stories. Use of the detail shown in Figure 1, however, should be limited as follows: • Use next-to garage door openings only. • Apply to the first,story in residences of up to two stories. • Completely sheath the structure with wood structural panels and use wall comer detailing as shown in Figure 1, per IRC Section R602.1o.5. • Use only in Seismic Design Categories A-C, and limit to wind.speed regions in accordance with the general conventional construction limitations stated in the IRC, References APA, 2003.Testing a Portaf Frame Design For Use as Bracing in Fully Sheathed Structures. APA Report T2003-48.APA—The Engineered Wood Association.Tacoma,WA. Technical Services Division' November 2003 0 2003-APA-The Engineered Wood Association Because APA has no control over quality of workmanship or the conditions under which engineered woodrod cannot accept responsibility of product performance or designs as actually constructed. Consult your bpi jurWcoon or design professional to assure compliance with code,construction,and performance requirements, 1 7011 South 19th Street*Tacoma,WA 98411-0700 Telephone: (253)565-6600.Fax Number. (253)565-7265 UO. 3 Old S.- i N o z 3 N Q •„�� V oA O is 0 0 x 9 6 g 5 Y y t Y'� Iff S .tir`Fi.C1 (,�V •' � mOw CL. mg pp H Q $ G y N Q p• C IL WW7.JWZ aY0D9 o Z J O ` N 3 N tl) � ° Z �•� Z 3W � - � tv D s m 21 wxC; � < = C Wz N H to O m ow wort Z5 �t- uxu N m m s w z ►°- � z .� z p a T � Odd eon room r- X " z � 0: 8 06 2 IL Cr LL a K IrcUO ul y>>�ti\ZLi r Pe'x E O 4fy m +tilt .4— ZZ-5 .27-5 1/2" tlttttiii�~~~ W-2 1/7' 9'-9 1/7' 9-9 1/2" 10'-2 1/2" U o� 00c!0 Perimeter beams shall be deepened to 3D- minimum �j_ o 2 below final grade to serve as a moisture barrier. 1 5 L l I "00 CN CN rn av 4 O Qi d 1 Drainage shall be maintained around the foundationI I I I I I I I Fi L at all tones during and after the construction period, �+ I I I ! I I I I (1 (� NN z o Surface water shat flow raidly away from the �I i`�� W a foundation.The builder shall advise the buyer of his { o, I I I I I I ! I V� '� o responsibilities to maintain drainage and soil moisture 'o ? (1 so that future sot movemants are minimaed. 2)Slab shall be d' thick,U.N.O. 10 reinforced with# 4 's 0 14D.C. E.W. I ——J I I I ! h 3)Beamsshall be �1 "W x 31"Orreinf,w/ L---- L -- -----J L----- -J I Fi N 1 #5's Top&3#LisBott r -------I r - - -- — 1 r -------� 4 Concrete shall be 3,000 PSI. T4s 0—ii..c.e.w. N [�J o 6 5 See General Nates and Typical Detail Sheet. I Downdraft in slab. I I _ Fir cy._ 8 (*)Asterisks indicate dims. to be verified or N Feld verify. I I I I 1 5, cNn 'E z {umished by builder. See note 11 under concrete �, 3 5s, Bottom construction on Gen. Notes Sheet xo ! I I I III All beams, interior I y w If uncontrolled till exists on the site, piers may be "' m and perimeter z rqused: NOTIFY ENGINEER. m I Pe i 8)This plan is invalid unless accompanied.by a letter o I I „ z (\ from Strood S ms Engineen authGft 9 its use I h � L—— h N w YJ �-------J L— ----J -- --J L ------ - N on a s on. t, Block, and Address in a given subdivision. r------, r— -----I i---- —,IL----- —� Lab: Rone Engineers _ Report No.: 4 01 I Floor outlet I I I I ! N Date: 26 1984 I Feld verify. I I 11 I I�I w o I II it ii oC= NOTE I I I I I I I o c Potential sots movements will increase if building ' pads are allowed to dry out prior to construction. I IL-— I I I I I I This office recommends procedures be used to L ———— J L————— a maintain at least o"normar' or"average" soilv moisture content. --J J T N 1 2 14 tamer bar, TEcB 4 vV gQg See sheet FD-2, Comer N =plan shall ensure that positive drainage is Bar Detail _ o o maintained away from the foundation.This office U Co recommends a 5 percent slope for the first 10 feet 17-6 1/Z' g-g' 10_g 6-1 1/7' p� _ t"� from the building pad. Failure to maintain drainage may allow water to pond or collect around the q�_p "p foundation, causing potential heave for in excess of ~ 3Vc that predicted in the geotechnical report •Cn C Foundation Plan ° _ J •> a �oUNDA-t►o� �aS�Gcrt�oa �s R�QVi2Efl t3y ct�`I . v a _� CITY OF GRAPEVINEa c t/1 AQfl 12V6y t`ilfly j,3E 12EQUtif2E� AR10rL 'tp N 'i � a o Q RELEASED FOR 6 - \r Uj oONSTRUCTIOV WCL) y c H ecn( OR t ' b OREWDOESNOTAUTHORIZE ANY WORK IN CONFLICT j PLU M f3'I sJ Lc M�~� Nc�t RV� PARA L�-E>` "�o l3 EA MS • L � N o pr N Wi'iF1TNE BUILDING CODE OR ZONING ORDINANCEUj z a v THIS PLAN TO BE KEPT ON PRdTEct INLL 0IrNC"'LiZA-t1vr1S - OU"- U" coQC-V-G-'3E• 4 t THE+IUB AT ALL TIMES y SHEET N0. IWWu�t�crloN nmsioN C U-f PL A S-f< i c p 0 T ®F %3 ASE CC 13GA M S . FID DOES NOT APPLY TO CONSTRUCTION IN PSEMENTS OR ON PUBLIC RIGWT-OF-WAY. o .� &L CHMGES MUST 8E APPROVED a N 1 a o as y No 1205228 z General NotesnU dergroand Oraingge�vstem Notes: Sod layer Varies 4 See"Foundation Notes" and details ti����i 1� ,_ =Refern jTo pprovide afunctional drainage system, good y I�y Brick ledgeI plan sheet for reinforcement �, « r. : 'Y3 11 - woriananship, attention to detail and professional s: '' '' oPe See"Concrete S ••..W. y ;! -tea 17F�ION. if wired 5 Ahn.sl �••. ,� Z The design of this foundation las been based upon: inspection are all essential. 1p \ See foundation nous 2 The hiph rct of the drat a shall be , distantx� etruction" �r�iP' c�: � 1 Prevailing and local coal standard ce ) Po nag system Sand g ss�lakbitnrebar sae � /�: a: N' „�/ 2) International Building Code. most crurent water urces.the levet of soft sol, sand or other f %W 3} American Concrete Institute (ACI) 318, most current 3)The bottom of the drainage channel shall be Gravel fill 4s- ., f 'N 4)Wiire Reinforcement Institute{NRI)- Design of Slab-on-Ground Foundations. compacted sol (not sand),and shag be curved in q . ti v� ? $ • ~ 2 cross-section(not flat). with the bottom of the Vertical b Choi,typical. �1 5: •.��� y MATERW, curve sloped to drain, with a minimum slope of Line edge of drain .I_ ttt t_Q, �r o rro with Geotech fabric. Sand leveling coarse <..• OF 1) Rebar shall be sized as noted on plans. All rebar shall conform to ASTM k615 Grade 2S. The slope gradient shall be checked with an Z R4 N 60 and shag be sized as noted on plans.Alternate bar diameters may be used as long instrument of some type This bottom shall be m (No specific thickness) .3-13 or#4 Ties as the grade and steel eross•sectional area of the substituted bars is not less than the scraped smooth with o shovel or trowel, and ifs o Perforated PVC 6 Column Footle b � original specification. flatness shall be checked with a straightedge or pipe 3" Mn. diam. "Foundation Notes" „ 3)See"Foundation Notes on plan sheet for 28 day compressive strength requirements. rigid PVC pipe. Any waves, lumps, or ripples will r� Beams to bear and details on plan sheet (� Water content shall be controlled and minimized. Otherwise,cracking due to shrinkage will impede water flow. Carefully scrape bottom of 2-146 Top U.N.O, r 3 0! 1g' min into g� 0 d N d 4 The bottom, sides, and to of the drainage trench to smooth graded See plans natural grade or be excessive. Plasticizing additives are recommended. ) P 9 �\` 9 I pro a "� #3 or rebar oN rn PAD PREPARATION: channel shall be lined with geotech fabrie. Mot surface,concave in shape, P` su orfs 0 4-0" °�°p 2 5 After the fabric is laced,the perforated pipe shag Careful slope bottom of compacted fill. PP 6 Do 1) Contractor shall advise the engineer of steep slopes adjacent to the buildings, or any ) P PB P P Pe with low point of center. Irrw�r O O.C. c oo 0 other site conditions which m not be described on the plans or in the sal report. be Placed in the very bottom of the curve of the trench to drain. Remove ' di u I r..:- w 1 'D� v Where highly active soil 's extremely dry,future sol movements will be increased. channel. A rigid perforated pipe is preferable, but loose sol. 17 MIm' graded pipe 1 O n r, N a Contractor shall advise engineer of this condition. flexible pipe may be used if installed carefully. Brick ledge (� rn rn m 2) Preparation of the building pad is important Slab shag not be placed on 6)Clean gravel may then be placed above and 6�)Under round Drainage System x y er Min. 0 4 t around the perforated pipe. When the gravel bed $ y unconsolidated sal fills of any size unless the fill has been considered in the design, or pp Face of beam is in place,the geotech fabric shall be folded hake sure flat tronsiiion to sold pipe is mode inside trench ++rr ° a the el�is supported on pieta. Unless specified otherwise in the sag report,all fills shall beyond V Z around it, completely enclosing it so that weeds and roots do not have access to perforations Iv(I w T be compacted to 95%Proctor density according to FHA data sheet 79•G. Deep fills must See"Foundation Notes r c 7)Additional gravel or fill sol may then be placed be layered B' maximum thickness with consolidation of each toyer. Water shall be added above the covered ravel bed. and is on plan g g hoot for enforcement b See"Foundation o e; according to the sols engineers specifications,and shall be maintained until the slab is 8)The perforated pipe shag extend only in areas to TL-14 omer bait O ee detailWfor - o constructed. If any a portion of the structure is on deep fig,the engineer shall be be drained. After ssin out of those areas, 7 See Plans 1U' Notes and details W to noted or to construction. sold no rforated� 9 �1"6 Inforruation not shown `o d o prior ripe pipe shall be used. No ., on an sheet for o r 3 Trenches for buried plumbing shall not run aloe or under beams ex to cross at perforated I shall be used in areas occessible t-6 rein orcement SeePI 9 9 P Ps detail Q forangles between 45 and 90 degrees. Trench backfills shall be thoroughly compacted.If roots from gross, shrubbery, bushes, or trees. C Batt b information not sand is used for backfill, use a clay moisture plug in utility trenches at the edge of the 9) All phases of the installation shall be checked by a �' t"' shown. NN U foundation. professional inspector and notes shall be kept g W�! cv z 4) Piers may be used only if they are specifically shown in the design. Digital photos are recommended. ?� 10" 5) Beam trenches shall be clean and per plan in size. Loose soil,clods and trash shall be `N° E Z removed from trenches before concrete placement Only surface saturation shall be See"Foundation y w permitted ct bottom of trenches. If there is dee mud, it shall be removed prior to Typical beam rebar h W i z pe P P Notes and details Curb only where concrete placement and replaced with firm soil, ti- b on tan sheet for shown on Ian `< 6)If firm rock is encountered during trenching for beams, team depth may be reduced. j�4s 0 16O.C. I teal Beam Comer Reinforein Detail f p rein reinforcement See w at ste downs greater tet g()for 7� Beams need to penetrate rock only enough to achieve minimum depth of It. than 0 0 8" information etai1( fa not N Weathered shale is not rock. (Perimeter beam) 7 0" shown. 7} Beams more than 3d deep not detailed in the design shall be brought to the engineers Hook ends 1-0 Typ. Beam 10 rb attention before concrete placement intoslab. dlb if24 W/ 1" to 4 drop8)There shall be a layer of sond or gravel under all slabs. If depth is not specthed in35' W/5tog drop c z the soil report depth is only required to fill voids in subgrade and provide a level a 48" W/9" to 17 drop „surface. o REBAR INSTALLATION: 1$ Min. 1=ti fin. tv V' o 1) Installer shall identify the"longer" dimension of the foundation. All bottom rebar shall S ^& _ �� 1'0" irbe laid first in that direction, then all bottom rebar in the other direction shall be —r �. „ io- „ -1:7 10 C.E.W. a E installed an top of the rebar in the"long" direction.If the slab is nearly square, theQ direction does not matter. -f r�- 2 Rebar shall be ad su rted and tied in lace even if su are not detaled T bear in aa See Foundation Notes" J adequately PPO P supports \ YP• (Beam only where .2-9 o o I in and details on plan a on priors. Reasonable care shall be used during placement of concrete so that positioning SHEET: s#4's- x 13 4" drops rel f shown on plans) ` r sheet for rWOnforeeme _ PPO neater than 1 1! 3 p ns E _ O See detail for N of rebar do supports is maintained v o 3) If top rebar is shown at an Inside comer, it shag extend at least 7.17' past the comer RELEASE DOES NOT AUTH IZE D . See"Foundation d E o " b information not shown. U r = S into the slab. VL°ITH THE BUILDING CC �`i' - 11 Notes" and details 00 4) #3 Bars when used alone shall be lapped 24 at splices, or 30" when bundled. ,; , on Ion sheet for Optional beam N m = a o THIS PLAN TO BE KEPT(., , 16"Typ. 4s- t reirroro.cernerrt See nfiguration #3 or#4 rebar supports � 5) J4 Bars when used alone shag be lapped 3d' at splices, or 3G' when bundled. 2 t)' 118 detail tO for g' 0 4 0' O.C. Ori N 6) #5 Bars when used alone shall be lapped 3C' at splices,or 44' when bundled. T �C�I b 'g�7am Transition at Drop_ 11 11 sl; ation not 3 "� 'U) a �0 7) All sprites shall be offset to ensure that no splice lengths overiap. _ N CONCRETE coNs?RUL?IDN DATE: 1 • Z.�- BY: 1 Contractor shall field all dimensions. Engineer does not take nslrg' for BUILDING INSPECTION DIVISION !T 16 0 tri) O g ° 1 4 x S•0!' each side T pial slab rebar +Ir dimensions or for architectural features. Engineers basic responsibility is for member RELEASE DOES NOT Aook V To CONSTRUCT I� � � See Foundation Notes 14 x 0 16 O.C. +., Brick � U '> � a size and strength. Contractor is responsible for fel&finish. Where there is a EASEMENTS OP YLT RIGHT-OF-WA 1-g �' U C o m centoreon pipe Ledge discrepancy between dimensions shown hereon and on the architectural plans,the s I !..t, .,. r----� :r n �� io x q > t� v archkecturd plans shall control.See mechanical drawings for openings. Notify architect f` ---- - _,•;y,?.: , ,.^, 4s- Cont O leroc. s 'sem"rte 0 0 N of any,discrepancies that cannot be resolved In the fold. r" 5' r: _ v oriz a N �� �O L _o 2) The slob shag be undeitain by a vapor barrier/retarder in the frying area(typically polyethylene, Brick led -° _I n o FL N unless more stringent protection required by the architect engineer,floor covering manufacturer, where . ` Large ipe Pipes shall cross See"Foundation Notes" Synchotlex '� la i� m or accepted proctice).Unless otherwise required,lamer may be omitted at garages,porches required 3 1�2g die. beams at an angle and details on plans waterpraofin m ;, v y and os without boor It da beyond the scope of tirose I yp'of slab or angor betr g 9p for top beam rebar o o _ Pati covmegs. pe plans to determine the T bloc I required logy See"Foundation N o site conditions. > Notes and details appliicaft of these more stringent requirements-builder shag verify,prior to construction. 1 re r Construction joint on n sheet for i o a Typical Large Pipe Elevation (3-1/2* or Larger) optional \ C o W 3) The vapor barrier shall extend into the beams, but may be cut back to expose the tb y b reinforcement. See 00m bottom of the trench unless otherwise required.If the bander extends in the bottom of 8 #4s 0 te° O.C. ry Note: This typical detail shall be used where required and Verify waterproofs �v nmlo�bonrmot H the beam,it may not be continuous.Instead, it shall be cut and lapped,to facirdats Vertical k Horizontal should also be used when a number of moderately sized requirementn!f m I are row close ether. T kpl slab rebar IT shown. o 00 inspection of the deanrnuss and dryness of the beam trench and to ensure that epee grouped tog yp� \ _ o = concrete completely figs the trench without excessive vola. Prior to placement of See Foundation Notes" 4 "W ^ a concrete,the barrier shag be fastened to the bottom and sides of the trench to prevent .� Typkipl slab rebar 12 1-0f' 1-0' See"Foundation Notes -- N L o dispkoement. At any pier locations, the poly shall be completely cut away to ensure I sea foundation Notes and de{airis on plan sheet w Z P coo o = o See"Foundation Notes" for bottom beam rebar. `� dean, concrete to concrete contact at the top of the pier. See Plan o o v len c and details on plan —s——r- r ' 0 4)Construction joints are not permitted unless detailed or specified by the engineer. sheet for reinforcement1/21/2 "' and excavate as ' 5) The use of a curing compound is recommended,especially in the case of hot or wnndy See detail for red to maintain ' 1' ���� SHEET NO. wether. information not shown. fubeam depth. _ L POST•CONSMUCRON: m If constructed an active sats,the long term performance of the foundation will depend an beam 1d wide , o a 'o maintenance the owner. Thus the builder shall advise the owner of the following: o 1#4 Continuous Top g Bott H FD m by 9� d Typ�cal slab bottom rebar See"Foundation � "+ 1)After slab is poured, water shag not be allowed to pond adjacent to dl. Proper drainage See Foundation Notes g' Notes and details a i la permarroritly necessary for sib to maintain its integrity. Bolder shall advise owner of }'' {� See"Foundation Notts" I on plan sheet for this requirement. This office recommends a minimum grade fall of r in the first 10.0 .w. and details on plan sheet Rebar as called a.N b ramforcement See a feet from the foundation perimeter. (Required by 2004 supplement to IRC) for reinforcement out on plan. detail2for 2 c i 2)The sol around the foundation shall be maintained in a relatively damp condition, such 7.Cr ( U.N.O.) . corm on not a `o m as that required to keep a lawn green. If it is too dry, R will shrink. If fl is too wet, Reams to bear 18 min. w into natural grade or Z 3 or 4 stakes at c R will heave upward. properly compacted fill. 13 1� 4 on center, typical. SZE 19 Alternate Perimeter Grade Beam Detail 15 T ical Strut Beam Elevation „ 3 4_ __._ NO. 1205228 a� CL Window Quantity Label Width Height Header Material 1 R010 3-00-00 5-00-00 2.6 SVP No.2 1 ROIL 300-00 5-00-00 2.6 SYP No.2 1 R012 34)0-00 4-00-00 2x6 SYP No.2 ;; o 1 R013 3-00-00 4400-00 2x6 SYP No.2 0 Door1 R014 3-00-00 4-00-00 2x6 SYP No.2 Quwti Label Width Height Header Material 1 R015 3-00-00 4-00-00 2x6 SYP No.2 o c d "- a V OC C Hd2 Hd2 R016 2-00-00 7-00-01 1 W17 3-00-00 5-OD-00 2x6 5YP No.2 ® 99z z z z z 1 z Door d Quantity Heiea Label Width Hder Material �J 11 R08 2-04-00 7-00-00 2.12 5YP N°.2 © 1 R07 2-08-00 7-00-00 2x12 SYP No.2 I R018 3-00-00 7-00-00 2x12 SYP No.2 am _w.z-8__ a a ti a a a q I R09 6-00-00 8-00-00 2x12 5YP Not neae ± z z Window Quanti Label Width Height Header Mat-idz,e rimae 1 R0 -00 2-00-00 4 -00 2x12 SYP No.2 1 R02020 No 2-00-00 4-00-00 2x12 5YP .2 1 R021 2-00-00 4-00-00 2x12 SYP N8.2 z� •ne.z-8 ti N ry 1R022 2-00-00 4-00-00 2x12 SYP No.2 = z d d z g x z z z z 1 R023 2-00-00 4-00-00 2x12 5YP No.2 I It A ,y A A A A A .4 4A A A 2e6 E No.d9 } I� r' a •a a a a a A-13fYx�f'l9F AUgeYalg6l ,k_,e .h z z z z i z` z' z Y 2• ~p ZI—� 2 z Zi ; .fin h ufii h hi h h h n LL i m F-1 + Hdl dam-1 Hd2 Hd2 ND FLOOR EQT*�G LAYOUT AFTER LAYOUT 1ST FLOOR E =G LAYOUT � x o Co �!NCG"T10 A.S To r6\& "f! M13 GR RrcC�V 1i2.�cL7 -�o CITY OF GRAPEVINE ° �� gds-��� ��a ���p<<� � RELEASED FOR � o CONSTRUCTION W Q U h N EI c.rNc 10`161s shr4>rL h1oT JBF ;Up p--TEDSHEET. OF: 2 '(3`I RI4FT '25 ; CC)N SU L r G RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORr-;',—. C;E THIS PLAN TO BE KEPT THE JOB AT ALL TiM . DATE: 2S 1 2.014 BY: o(a € NOTE: BUILDING INSPECTION DIVIo,.S!(: � -: he layout provided is NOT engineered nor was it prepared by RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR ON PUBLIC RIGHT-OF-WXT. o a Professional Engineer. ALL CHANGES MUST BE APPROVED _ It is provided to show the framer/builder how the esy:,—,,ator calculated the takeoff and where the material provided was ° ma calculated to go. If needed, a Professional Engineer should ° Z FILING TO BE 16" ti a review this layout and approve it prior to construction. C.S. UNLESS NOTED RAFTERS TO BE BMC is not responsible for any chances or substitutions. THERWISE -4" O.C.S. iu s a er Products PlotID Length Product Plies Net Qty ° . o 0 BM3 24-00-00 1 3/4"x 18"2.0E Microllam®LVL 3 3 } Y s BMi 12-00-00 1 3/4"x 117/8"2.0E Microllam®LVL 2 2 a BM2 12-00-00 1 3/4!'x 117/8"2.0E MicrollarnQD LVL 2 2 BM5 8-00-00 1 3/4"x 117/8"2.OE Microllarn(11 LVL 2 2 LAVAg CITY OF GRAPEVINE ELL RELEASED FOR Fff- - CONSTRUCTION FO9 SHEET OF: F08 — RELEASE DOES NOT ALIT WORK IN CGNFLICT P WITH THE BUILDING CODE OR ZONING OR^;^i,i�"c R7Fla PLAN TO BE KEPT f'::i',J m THE JOB AT ALL TIPS. I BY: FLZ 01 BUILDING INSPECTION DMS!:'.1 F04 mUWA FUM RELEASE DOES NOT APPLY TO CONSTRUC T iJN IN M3 EASEMENTS OR ON PUBLIC RIGHT-OF-WRY. o ALL CHANGES MUST BE APPROXI H-) - � BAIL BMZ .o � � o, 'A s o PROVIDE CU? Sti4i ET s � TRUSS PLANS For, P-evvew j>fk o . -T0 1;iQAmc- o ul. Q ct h Vl m o A 0 h m � o PLAN LEGEND 18" FLOOR TRUSSES AT 24" O.C. A UNDER WALL ABOVE E A UNDER LOAD ABOVE � DOUBLE JOIST V UNLESS NOTED OTHERWISE. TRIPLE JOIST Bao BEAM BY OTHERS •03UST ADJUST FLOOR MEMBER PER PLAN WATER HEATERS ARE NOT ALLOWED IN ATTICS. TEMPERATURE & PRESSURE RELIEF VALVE LINES ARE NOT ALLOWED IN THE SLAB. WATER LINES REVISION ARE NOT ALLOWED IN ATTICS OR FLOOR A 1411 B141,13 CEILING ASSEMBLIES W/O PRIOR APPROVAL OF c 141209 THE BUILDING OFFICIAL. ANS rf�� x LffF 5 ROa. s ,o i ��NG _� Park 8� ��PF� � w d--ft1,—atloe,ra Lu 120E dSITE RIS RESPONSIBILITY OF THE — _157.77 5!UESEP.RY ,�-J~ 1 o���i' OWQMr N101�"�"IIOI h.rMIME OWNER/DESI PROFESSIONAL/CONTRACTOR 184, „� 5 ERFY TO HAVE P REVIEWED AND THE BUILDING N 5c20'00 „,rear WOODLNO 115 a.* arormu"°u INSPECTED BY A CERTIFIED ENEREGY CO 5 89'59'35"E nEn°a 5 R°" "`5 -..wsHc!Fr ?, Parksr for M ti�fio,n INSPECTOR IN ACCORDANCE WITH STAVE L�IW. _ �E5�.;� Mrmoral ., TI R KU G m�v rY mq.6o ravo&mw wm"u! 110.75-_.— PLAN REVIEW AND INSPECTION DOCUMENT ON ,� w SM, szzf— SHOWING COMPLIANCE WITH THE ENERGY GODE Lite "�" _ - - - - r0"S1 TM1ADOPTED BY THE STATE SHALL BE SUBMITT TS DU19ltA = x ,I-theft PkM or,LNW THE BUILDING DEPARTMENT. -11. 8 cAR SrR 8 ` ti' vnL!r r,�!o a-,h Ppb'.ea, • 8 0. 3 TREc tf- BAOI�.buN1C.w 2S IM pIKL'LgM! b,1�I W „w.,vw,rry a ineerpe,ar.rr.�.„maa,s. THESE PLANS ARE NOT REVIEWED VICINITY MAP FOR HANDICAPPED ACCESSIBILITY SEPARATE I1I111MO ,Iq MH>WdCsJ N.T5. IT IS THE RESPONSIBILITY OF THE DESIG EZECTRIMAMSIGN PERM= iPR i �' 6HAIL K fW0JFtW DEEM { STOW L� o PROFESSIONAL/BUILDING OWNER WALL TO OBTAIN THE NECESSARY APPROVALS LOT o FROM THE PROPER STATE AND/OR FEDERAL AGENCY �-g-A � ° CITY OF GRAPEVINE 625 R TON ASED FOR TWO STORY WOOD.' —�RETMWi FRAME HOUSE WALL CONSTRUCTION p FLAT jAjoR11• r rr r /� /�'; ',r` WIL CHANGES REQ1JiR► o ° "' 63.3 OF: Z o za' !• RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT z �' WITH THE BUILDING CODE OR ZONING ORDINANCE o APPROVAL v1riR,cK max. THI S PLAN TO BE KEPT�:�•1 N . X THE JOB AT ALL TIM_-- OF REVISED PLA DATM 4a J O = BY: oUJ NEW BUILDING z BUILDING INSPECTION DIVISIOPJ nc < Z APPROVED PLANS SHALL BE RELEASE DOES OR O PPLY TOUBLIC RIGHCONSTRUCTION IN (D � EASEMENTS OR ON PUBLIC RIGHT-OF-WAY. C) (D � KEPT ON ,lOBSlTE AT ALL TIME Ci-%51 'CA", N ALL CHANGES MUST BE APPROVED s� Z o CONTRACTOR SHALL CALL FOR INSPECTIONS: (8 17) 410-3010 — — — — i 15'UTILITY EASEMENT N 89`640"E N 89`3345° CONTRACTOR REGISTRATION 155/12/14 WILL BE REVOKED UPON 0PRAWN VY 9/12/1409/12/148.65 ,024 164.01- PERMIT EXPIRATION. l) 1 �- ti 4a 2 3 5 aq fZo\k i �^ ►-t;��s >_� �,��tined PR�JECf No- PLOT De 3CAV"e L;V��9 QUG�e� - se-, b�Ck-s �r��Ns%or PLAN NJMBER PLOT PLAN „'%17"51i11151ZE 5LAL1:1,2=ri7 0000 DEC 0 9 2014 SHEET'NUMBER OFFICE COPY A 1.1