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HomeMy WebLinkAboutCA2019-126A Future With A Past 22 January 2020 City of Grapevine c/o David Klempin 636 South Main Street Grapevine, TX 76051 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA19-126 COLLEGE STREET RESIDENTIAL HISTORIC DISTRICT, #HL93-58, ORDINANCE #93-01 GTRP, INC. VACANT LOT 608 SOUTH DOOLEY STREET GRAPEVINE, TEXAS 76051 This letter confirms on January 22, 2020 the Historic Preservation Commission approved with conditions #CA19-126 for the property addressed 608 South Dooley Street, legally described as Block 23, Lot 2R2, City of Grapevine Texas. The following was approved on this Certificate of Appropriateness: To relocate the 1906 Historic R. J. Roberson House from 117 Long Prairie Road, Flower Mound, Texas to 608 South Dooley Street, legally described as Block 23, Lot 2R2, City of Grapevine, Texas; with the conditions a permit be obtained from the Building Department and all exterior materials, windows, doors and door hardware, light fixtures and paint colors be approved under a separate Certificate(s) of Appropriateness. An approved Certificate of Appropriateness is not an approved building permit; a building permit is / is not required. Contact the City of Grapevine's Building Department at 817.410.3165 for fees and information regarding permits. Thank you, David Klempin Historic Preservation Officer THE CITY OF GRAPEVINE cc. Property Owner CA File HISTORIC PRESERVATION - 636 South Main Street - Grapevine, Texas 76051 Phone 817/410-3556 - Fax 817/410-3038 MEMO TO: HISTORIC PRESERVATION COMMISSION FROM: DAVID KLEMPIN, HISTORIC PRESERVATION OFFICER ` SCOTT WILLIAMS, BUILDING OFFICIAL RON STOMBAUGH, PLANNER MEETING DATE: WEDNESDAY, JANUARY 22, 2020 SUBJECT: CERTIFICATE OF APPROPRIATENESS #CA19-126 GTRP, INC. VACANT LOT 608 SOUTH DOOLEY STREET CITY OF GRAPEVINE, OWNER DAVID KLEMPIN, APPLICANT RECOMMENDATION: Staff recommends the Historic Preservation Commission approve with conditions Certificate of Appropriateness #CA19-126 for the property located at 608 South Dooley Street, legally described as Block 23, Lot 2132, City of Grapevine to the Grapevine Historic Preservation Ordinance 91-73 (Appendix G — Grapevine Code of Ordinances), as amended for the following items: To relocate the 1906 Historic R. J. Roberson House from 117 Long Prairie Road, Flower Mound, Texas to 608 South Dooley Street, legally described as Block 23, Lot 2R2, City of Grapevine, Texas; with the conditions a permit be obtained from the Building Department and all exterior materials, windows, doors and door hardware, light fixtures and paint colors be approved under a separate Certificate(s) of Appropriateness. BACKGROUND: Certificate of Appropriateness application #CA19-126 was submitted by Historic Preservation Officer David Klempin on December 26, 2020 to relocate the historic 1906 R. J. Roberson House, from 117 Long Prairie Road, Flower Mound Texas to 608 South Dooley Street, Grapevine, Texas. The Roberson House was built on land previously known as part of the "Grape Vine Prairie". The house was the home of for R. J. Roberson on 400 acres of land much of which is now under Lake Grapevine. The two-story house with two-story rear wing is in the form a T- shape. A wide porch stretches across the front of the house and a center gable crowns the front fapade. The land the house occupies had been sold for commercial development. The current owners the Stewart Family of Dallas, donated the house to the City of Grapevine's Grapevine Township Revitalization Program to be saved and moved to the Grapevine Historic Township and restored as a single family home. O:\Historic Preservation Commission\CAs\2020 CA\CA19-126.4.doc 608 South Dooley Street Move -in House.doc January 17, 2020 (2:25PM) Staff review of the plans with regard to the Secretary of Interior's Standards finds them to be in compliance with the Standards. City Council, at the January 7, 2020 Council meeting, approved the donation of the house, its relocation and placement of the house on the City owned lot at 608 South Dooley Street, legally described as Block 23, Lot 2R2, City of Grapevine. The lot is approximately 9,163 square feet in size. The existing house living area is 2,250 square feet which is within the maximum 3,400 square feet allowed by the Preservation Ordinance. The building height is 29 feet; the house placement would be centered with the width of the lot, within the boundary of the side yard setback plane established by Ordinance. The building coverage of the lot is 13% of the allowable 40%. Staff recommends approval of #CA19-126 to relocate the 1906 Historic Roberson House to 608 South Dooley Street, Grapevine, Texas with the condition a building permit be obtained from the Building Department and all exterior materials, windows, doors and door hardware, light fixtures and paint colors be staff approved under a separate Certificate(s) of Appropriateness. O:\Historic Preservation Comm ission\CAs\2020 CA\CA19-126.4.doc 608 South Dooley Street Move -in House.doc January 15, 2020 (3:50PM) REHABILITATION IS DEFINED as the act orprocess of making possible a compatible use for a property through repair, alterations and additions while preserving those portions or features which convey its historical, cultural or architectural values. 1. A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces and spatial relationships. 2. The historic character of a property will be retained and preserved. The'removal of distinctive materials or alteration of features, spaces and spatial relationships that characterize a property will be avoided. 3. Each property will be recognized as a physical record of its time, place and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. 4. Changes to a property that have acquired historic significance in their own right will be retained and preserved. 5. Distinctive materials, features, finishes and construction techniques or examples of craftsmanship that characterize a property will be preserved. 6. Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture and where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. 7. Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. 8. Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. 9. New additions, exterior alterations or related new construction will not destroy historic materials, features and spatial relationships that characterize the property. The new work will be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion and massing to protect the integrity of the property and its environment. 10. New additions and adjacent or related new construction will be undertaken in such manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. October 2019 RECEIVL CERTIFICATE OF APPROPRIATENESS APPLICATION DEC 2 6 2019 Date �K . ZCo , �oi9 NU ber 7��a 19 - 12(0 , .11W400 .. Block 73 Lot a Subdivision c.14Y 04 TenantNamelOccupancy/Use �%oJ Z0VWIr7) w Request/Description of Work to Be Done Z Drawings/Sketches Attached o Yes o No Material Sample(s) Attached lease list c- ic�obe�-sari Hwa- 117 Lo Photo ra hs Attached Current o Historic l hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance with all submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances and Building Codes. APPROVAL OF A CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF OTHER REQUIR UILDINV MITS. Signed x Gam. D��f _ _ Print Name ��Vj��rn PjV __ Owner or Contractor Office Use Approved- Approved with Conditions: Staff r2C413 o I Denied Date cv7� . L 2c-' Building OfficialG✓ THIS IS NOT A BUILDING PERMIT., A SEPARATE BUILDING PERMIT MUST BE FILED A D APPROVED BY THE BUILDING DEPARTMENT BEFORE STARTING WORK. DELIVER TO: HISTORIC PRESERVATION DEPARTMENT OFFICE 817-410-3556 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS This form must be completed by the applicant for CASE NO. #CA L q' a(.0 NEW CONSTRUCTION, ADDITIONS AND RENOVATIONS DATE 20 I SITE & BUILDING PLAN REQUIREMENTS Reference: Ordinance No. 2013-23 www.grapevinetexas.-gov/documentcenter/viewj881 The following information is required for properties with Historic Landmark Subdistrict Overlays and/or properties located within the boundary of the Historic Grapevine Township District to make application for new construction, additions and renovations. 111 119 Historic Preservation Officer Consultation Date: :a 6 (m Time: 3'oc Contact: (817.41a3197 817.41a3185) 1. Survey Plan 1 2. Site Plan 0 3. Floor Plans 0 4. Elevations D S. Roof Plan ILir(1- . 6. Street Facing Elevations B-0-i ro pposed structure with building elevations of structures on adjacent properties. 7. Photographs 5 of any elevation for any building or structure to be altered or demolished. Property Lot Size 1 G3 Square Feet Building Size (not less than 1,200 sq. ft. or greater than 3,400 sq. ft.) r o� Sti Building Coverage (40% max) 13 -10 Building Height (35 ft. max) 2-1 r-r Garage {Detached 500 sq, ft. max) NOT included in 3,400 sq, ft Storage Stied (200 sq. ft. max) For Commercial Uses: Impervious Area % of Lot Open/Green Space Area % of Lot Parking Spaces ADA Parking Spaces Easements (Attached is included within the 3,400 sq. ft. max) PLEASE NOTE this page is for ALL NEW CONSTRUCTION & ADDITION APPLICATIONS for PUBLIC HEARING: 1. THE ABOVE INFORMATION MUST BE COMPLETE; WITH 2. ALL REQUIRED ATTACHMENTS COMPLETED; AND 3. A SCHEDULED CONSULTATION WITH THE HISTORIC PRESERVATION OFFICER IS RECOMMENDED SIX WEEKS PRIOR TO REVIEW BEFORE THE HISTORIC PRESERVATION COMMISSION. FORM: O: H PC/CA'S/APPLICATION/CHECKLIST/2017 _ACA /q -Iz(p 11*0 TARRANT APPRAISAL DISTRICT 12/27/2019 Account #:04519787 Georeference: A1524-5C Property Location: 117 LONG PRAIRIE RD Jurisdictions: 042 CITY OF FLOWER MOUND 220 TARRANT COUNTY 906 GRAPEVINE-COLLEYVILLE ISD 224 TARRANT COUNTY HOSPITAL 225 TARRANT COUNTY COLLEGE 5-Year Value History Owner Information SUNSET LEGACY LP 10737 BUSHIRE DR DALLAS, TX 75229-5330 This information is intended for reference only and is subject to change. It may not accurately reflect the complete status of the account as actually rarrlarl in Tenl< rl.t.k­ Year Improvement Market Wu Land Market V� Total Market Total Appraised 2019 $101,076 $445,253 $546,329 $546,329 2018 $97,074 $445,253 $542,327 $542,327 2017 $32,188 $606,662 $638,850 $638,850 2016 $100 $638,750 $638,850 $638,850 2015 $108,288 $145,104 $253,392 $253,392 A zero value indicates that the property record has not yet been completed for the indicated tax year t Appraised value may be less than market value due to state -mandated limitations on value increases Property Data Legal Description: TANNEHILL, DAVID K SURVEY Abstract 1524 Tract 5C Deed Date: 12-24-2014 Instrument: D214278150 State Code: AC Single Family Interim Use Agent: RESOLUTE PROPERTY TAX SOLUTION Notice Sent: 05-03-2019 Protest Deadline: 06-03-2019 Site Number: 04519787 Site Name: TANNEHILL, DAVID K SURVEY-5C Site Class: InterimUseRes - Interim Use # of Parcels: 1 Primary Building: Building Name: INTERIM USE / 04519787 Building Type: Commercial Year Built. 1909 Gross Building Area : 4,152 Net Leasable Area : 4,152 Land Sqft : 185,522 Land Acres : 4.2590 ttf Rounded • This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated Exemptions Tarrant Appraisal District 12500 Handley-Ederville Road, Fort Worth, TX 76118-6982 1 817-284-0024 C-.-4---/ 1-12ep TARRANT APPRAISAL DISTRICT 12/26/2019 Account #: 01091034 Georeference: 16060-23-3 Property Location: 624 S DOOLEY ST (a In d !off $ $, Dw1ey S♦) Jurisdictions: 011 CITY OF GRAPEVINE 220 TARRANT COUNTY 906 GRAPEVINE-COLLEYVILLE ISD 224 TARRANT COUNTY HOSPITAL 225 TARRANT COUNTY COLLEGE Owner Information GRAPEVINE CITY OF PO BOX 95104 GRAPEVINE, TX 76099-9704 5-Year Value History This information is intended for reference only and is subject to change It may not accurately —flect the COmOlete 5tatuc of tho a rnnnl — Year - -- - - -,,y Improvement Market Ca„Ieu 101 inu s database. Land Market Total Market Total Appraised 2019 $132,951 $141,730 $274,681 $274,681 2018 $126,058 $226,768 $352,826 $352,826 2017 $126,058 $226,768 $352,826 $352,826 2016 $74,846 $141,730 $21 6,576 $216,576 2015 $74,846 $141,730 $216,576 $216,576 A zero value indicates that the property record has not yet been completed for the maicatea tax year t Appraised value may be less than market value due to state -mandated limitations on value increases Property Data Legal Description: GRAPEVINE, CITY OF Block 23 Lot 3 & 4B Deed Date: 09-27-2005 Deed Page: 0000000 Deed Volume: 0000000 Instrument: D205304180 State Code: F1 Commercial Agent: None Notice Sent: Protest Deadline: Site Number: 80878285 Site Name: GRAPEVINE, CITY OF Site Class: ExGovt - Exempt -Government # of Parcels: 1 Primary Building; Building Name: GRAPEVINE, CITY OF / 01091034 Building Type: Commercial Year Built: 1965 Gross Building Area : 2,313 Net Leasable Area : 2,313 Land Sqft : 28,346 Land Acres : 0.6507 ttt Rounded ♦ This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated Exemptions • PUBLIC PROPERTY 11.11 Tarrant Appraisal District 12500 Handley-Ederville Road, Fort Worth, TX 76118-6982 1 817-284-0024 i %I lk W1W Interior Stair Hall Family Gathering in 1940s * ERTIFICATEOFAPPROPRIATENESS CITY OF GRAPEVINE RELEAS D PURSUWEPA A, DATE7 BY �Di.. MENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION 1/Y FM ROD FOUND ENI PROPERTIES, LLC DOC NO 0213105757, D.R.T.C.T. 1/2' Srm ROD FoumD 9LLEGE " STREET LOT 1, BLOCK 1, WEAVER ADDITION VOL 388-195, SLIDE 29, P.R.T.C.T. KEITH & ELIZABETH DUPLESSIE DOC NO D21328975Z D.R.T.C.T. 5 8905826 E 104.62' )r Cur S7 qC t 9.2 29.4 �i 'X' CUr SET l6':16' P.OB.L Tm&qU1: sa.oee u 8 Tl�T LOT 1 30' RUUD= UM I i „ 2R1 (0.2606 AC OR 11,351 SF) y W Z °d fj-✓ P t ZSSpg•SIM ROD 0 FOLM 44 Jr, 7 ., O 1. ^1 6W ti %�� V a 5 BF'SB76"F ]a.ez' o O N Z O O 'it')IO Y uJ mm< W ® m LOT 2 LOT 3 N m0 N o 2R2 (0.2103 AC OR 9,163 SF) 4608 South Dooley Street J 18.6 30. N 89058 26"W 104.62' 5 SrEEL ROD FOUND C NO 83 - ?KW COOED 973rAr N- 7.026.041.199 tia J _- SA08.094.97f UA nrr DOOLEY COURT CITY OF GRAPEVINE RELEA PURSUTO A K DATE BY EPAR ENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION LOT 13 Roberson House Relocation to 608 South Dooley Proposed Garage Entry Pad ............... : Proposed Garage Proposed Driveway Parcels Setbacks Offsets 0 10 20 Date: 1/8/20 1 Measurements are approximate. This data has been compiled by the City of Grapevine Feet GIs department. Various official and unofficial sources were used to gather this information. Every 40 60 80 effort was made to ensure the ccuracy of this data, however, no guarantee is given or implied as to the accuracy of said data. CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEAS PURSU T T A DATELf 2 BY EPA ENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION :df 22.36 ft .. ............. :M :N •N ,Future Detached :Two Car Garage 500 Sq Ft C 25 ft Y'- ,�► House Massing: 624 S Main Block of House 17' x 45' DOOLEY ST Rear Wing 18' x 25' Front Porch 8' x 45' Roberson House Relocation to 608 South Dooley (Rev. A) Property Line Dimensions A--- - House Dimensions Proposed Garage Setbacks ......... Other Dimensions Proposed Driveway Offsets Proposed Garage Entry Pad Parcels Centered House Dimensions Date: 1/15/20 1 Measurements are approximate. This data has been compiled by the City of Feet Grapevine GIS department. Various official and unofficial sources were used to gather this information. 0 5 10 20 30 40 Every effort was made to ensure the ccuracy of this data, however, no guarantee is given or implied as to the accuracy of said data. 4- C) O N O U (6 W O N N N m L CO O O CO 00 O CD CO w J a z oz LJ N V U ? r >- m C y i LL! CL w z *��¢ � z 0 1, z� ur Wo�0Ni 10 b w w muj Ua LL aitw- p �O 0 LU ao v ■ i W L C+ GENERAL NOTES: 1. THE CONSTRUCTION OF THE FOUNDATION SHALL COW -ON TO THE FOLLOWING STAlDARDS AS APPLICABLE A) INTERNATIONAL RESIDENTIAL CODE, IRC 2009. IRC 2D12 RC 2015(OR OTHER PREVAILING REFERENCE CODE} 8) LOCAL 2 THE DESIGN S ISBASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 1,740 PSF. (PER WHITWORTH SOIL REPORT AST174078) 3. THE OLDER SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE FOR WATER AWAY FROM THE FOUNDATION DURING AND AFTER R 4. THE CONTRACTOR SHALLVERPY ALL EDGE FORM SETTING DIMENSIONS AS 'Al AS THE LOCATION OF ELEVATION CHANGES OFFSETS, BRICK LEDGES, AND BLOCK -OUTS WITH THE ARCHITECTURAL. DRAWINGS AND NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THE FOUNDATION DESIGN DRAWINGS PRIOR TO COMMENCING CONSTRUCTION. 5 THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ANCHOR BOLTS, FOLD DOWN DEVICES, MECHANICAL AND PLUMBING SLEEVES, AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION AND NOTIFY THE DESIGN ENGINEER SHOULD CONFLICTS EXIST WITH THE INFORMATION CONTAINED IN THE FOUNDATION DESIGN DRAWINGS. I. PLASTICITY INDEX =37 k M4TS44S 1. CONVENTIONAL REINFORCEMENT SHALL BE GRADE 60 2. CEMENT SHALL BE TYPE I OR TYPE I UI.ESS OTHERWISE SPECIFIED IN A GEOTECHNICAL INVESTIGATION REPORT. USE NORMAL WEIGHT AGGREGATES HAVING A MAXIMUM AGGREGATE SIZE OF 1-12IN. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS. THE WATER/ CEME NRROIS MATERIAL RATIO SHALL NOT EXCEED OSO AND THE SLUMP SFWl NOT EXCEED 6 N UNLESS SPECIFIC HIGH RANGE WATER REDUCERS AND OTHER ADDITIVES ARE USED. ADDITIVES CONTAINING CALCIUM CH ORDE$ ARE PROHIBITED. FLY ASH MAY BE USED PROVIDED NO MORE THAN 15%OF THE CEMENT IS REPLAN. AIL ENTRAINMENT MAY BE REQUIRED FOR COLD WEATHER CONCRETE SPECIAL CONCRETE MAY BE REQUIRED FOR FCUNDATONS CAST ON SOILS WITH HIGH LEVELS OF WATER-SOLUBLE SULFATES. IL CONSTRUCTION 1. REBAR SHALL BE ADEQUATELY SUPPORTED TO PREVENT BOTH VERTICAL AND HOWONTAL MOVEMENT DURING CONCRETE PLAMEMENT. 2. CONCRETE PLACEMENT OPERATION SHALL BE COMPLETED IN ONE CONT I UIDUS OPERATION. 3. CONCRETE SHALL BE PROPERLY CONSOLIDATED. VAR-- *l INSPECTIONS SHALL BE CARRIED OUT BY AN NDEPENDEHT INSPECTION AGENCY OR A REPRESENTATIVE OF THE DESIGN ENGINEER. THE INSPECTIONS SHALL CONSIST OF: I. PRIOR TO CONCRETE PLACEMENT: A) REBAR Ste, GRADE NUMBER OF BAILS, AND SPACING 8) ADEQUATE ROVER OVER REINFOIMENT 2 DURING CONCRETE PLACEMENT: BA) THE THE REINFORCEMENT IS NOTUIi��D THAT EXCESS WATER IS NOT ADDED AT THE SITE C) CORRECT CONSOLIDATION PROCEDURES ARE FOLLOWED TOP OF FOOTING ELEVATION ( TO BE FIELD VERIFIED 2 X 8 FRAMING, EXISTING PRESSURE TREATED 2X6 BASE PLATE S roll M' _ ANCHOR BOLTS s^.�. @ 6'-W O.C. MIN. SPACING S. - Y.#��BARS VERT. -�48'D.C. }, IBAT7DM z * 12- AND MID -HEIGHT h I� SECTION n r— I 21 I 1 { I REINF. Q BEAM EXTERIOR INTERSECTIONS DETAIL I 2a ---- I I II I I I REINF. 0 BEAM EXTERIOR CORNERS 30'XGO'X18'D. FIREPLACE PAD W/95 REBAR O.C.EW. IN TOP 8 BOTTOM OF PAD I. TILE MN" IEIF. BEND Dull SFINL BE AS FOLLOWS Ill WE Owl T, +0 03 04 7 a >r N 4'4 z TE BOTH TOPA BOTTOM BARS AS SHOWN. PLAN NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK ALL DIMENSIONS AND ELEVATIONS BEFORE BEGINNING CONSTRUCTION. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCY IN DIMENSIONS OR ELEVATIONS OCCURS. 2. THIS DESIGN iS APPLICABLE TO THE SPECIFIC PROJECT AND LOCATION LISTED ON THIS SHEET. -21'4r —�F USE OF THIS DRAWING FOR OTHER PROJECTS AND/OR Ia-9' 10� SEE INTERIOR PIER DETAIL TINS SHEET. DUE R STRINGER LOCATIONS ISPROHI PLAN 3 USE THE ARCHITECT'S PUNS TO LAY OUT FORMS. 4. CHECK E ARCHITECT'S PLAN F R CT LOCATIONS AND DIMENSIONS OF SHOWERS. fig') �� I 3'-0' LOCATIONS, ADDITIONAL INTERIOR PIERS MAY BE REQUIRED, VERIFY S. MODIFICATION OF THESE PLANS WITHOUT WRITTEN APPROVAL E(MI I I CORN R IN FIELD. FROM THE ENGINEER WILL VOID THIS DESIGN. PERIMETER)VENT OPENING DIMENSIONS MAY ALTERED BUT MUST COMPLY WITH 2O181RC SECTION R408 S WHICH REQUIRES 1 SQUARE FOOT OF VENTILATION PER 150 SQUARE FEET OF UNDERFLOOR AREA. 2) EXTERNAL ACCESS IS UNNECESSARY IF ACCESS IS PKOVIOED THROUGH INTERIOR FLOOR. T-6• LANDMARKE 30'X60'XITD FIREPLACE PAD Q W1 /IS REBAR O.C.E.W. IN TOP 8 BOTTOM OF PAD j 11%2' — r — 10'-2' - 10--Y 11'-2' - a o o ao — to EXISTING CONCRETE j FRONTPORCH 4T-8' FOUNDATION PLAN ALL RESIDENCE awe t•ra Y MOVING COMPANY. CONTRACTOR SHALL VERIFY DIMENSIONS ON SITE BEFORE VERIFY ALL DIMENSIONS WITH SETTING OF PERIMETER BEAM AND INTERIOR RESIDENCE @ SITE, TYP. FOOTINGSPIERS. COORDINATE WITH ENGINEER FOR REQUIRED REVISIONS PRIOR TO SETTING RESIDENCE ON FOUNDATION. GAUGE GA N A PI T PIER STRAP ATTACHED TOP OF PIER ELEVATION TO 50.1 Wy (5) i6d NAILS TO BE 16' MIN. ABOVE GRADE EMBEDDED 10' NTO PIER iT DNA. SONOTUSE OR EQUIVALENT (4) 2--0' LONG #4 DOWELS 11.E "if TOP OF FOOTING ELEVATN WITH 6' HOOK TO BE (' BELOW GRADE Z-1 X74TX iT flit 3)#4 BARS O.C.E.W. CONC. FOOTING it - It a INTERIOR FOOTING AND PIER DETAIL �: ERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEA$ D PURSUA TO A 6 124 DATE 2 2a BY IA/0 ENT OF DEVELOPMENT SERVICES --:10NTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION Note: Copyright Whitworth Engineering, Inc. AB rights reserved. No Part of this drawing may be reproduced by Photocopying, recording or by any other means, or stored, processed or transmitted in or by any computer w other systems without the prior written permission of Whitworth Engineering, Inc. Copies of this Plan without an original signature and seal ere nal valid. . RUSSELL d. WHITµORTH i .............................. AIN'Op:.P 82117 `--"' Ll4FS' ..... BIER.G=� S The seal appearing on this document was authorized by RUSSELL J. WHITWORTH, P.E. 82117 JANUARY 20, 2020 Whitworth E9nggi F-373 neering FOUNDAT/ONPLAN SCALE: 118"= 1'-0* GR: # VINE City of Grapevine P.O. Box 95104 Grapevine, TX 76099 (817) 410-3165 Voice (817) 410-3012 Fax BUILDING --- RESIDENTIAL ALTERATION Issue Date: February 20, 2020 PROJECT DESCRIPTION: New Concrete Foundation for Placement of Historic Roberson Farm House "City of Grapevine" (CA19-126) THIS PERMIT IS FOR FOUNDATION AND RELOCATION ONLY. NO ALTERATIONS ARE APPROVED AND NO OCCUPANCY PERMITTED. ***ELECTRIC PERMIT FOR T-POLE ONLY* PROJECT # (817) 410-3010 WWW.mygov.us SFRA-20-0365 Inspections Permits LOCATION 608 S Dooley St. Grapevine, TX 76051 LEGAL City Of Grapevine Blk 23 Lot 2r2 CONTRACTOR INFORMATION H.D. Snow & Son House Moving * CONSTRUCTION TYPE VB 12155 Business Hwy 287N * OCCUPANCY GROUP R-3 Ft. Worth, TX 76179 (817) 439-1999 Phone (817) 439-1511 Fax * ZONING DISTRICT R-7.5 **APPLICANT NAME W. David Klempin **APPLICANT PHONE NUMBER 817-454-4422 (817) 994-4492 Mobile APPROVED TO ISSUE ELECTRIC YES hdsnow@aol.com County Tarrant OWNER City Of Grapevine PO Box 95104 Fire Sprinkler System? NO SETBACK: FRONT 30' SETBACK: LEFT 6' Grapevine, TX 76099-9704 SETBACK: REAR 25' AVAILABLE INSPECTIONS SETBACK: RIGHT 6' ► MISC. Building Inspection (required) ► Building Setback (required) Square Footage 2200 VALUATION 150000 ► Building Foundation/Footing (required) ► Building Pier (required) ► Building Framing (required) NOTICES ► Building Bracing / Sheathing (required) 1) ALL work must be done in compliance with the 2006 INTERNATIONAL ► Building Wall Tie Inspection (required) ► Building Energy Code (required) ► Building Termite Verification (required) BUILDING CODE. 2) A copy of the signed permit and approved plans must be on site at all times. ► Lot Drainage Inspection (required) 3) The project address must be clearly posted at the job site. ► Building 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 Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). Signature Date MYGOV.US City of Grapevine I BUILDING --- RESIDENTIAL ALTERATION I SFRA-20-0365 I Printed 02/20/20 at 8:51 a.m. Page 1 of 3 MYGOV.US City of Grapevine I BUILDING --- RESIDENTIAL ALTERATION I SFRA-20-0365 I Printed 02/20/20 at 8:51 a.m. Page 2 of 3 City of Grapevine, TX PROJECT # SFRA-20-0365 BUILDING --- RESIDENTIAL ALTERATION Issue Date: 2020-02-20 NOTES o 24 HOUR INSPECTION NUMBER,PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE. METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M.,THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING CORRECTIONS OF THE CONSTRUCTION ITSELF. MYGOV.US City of Grapevine I BUILDING --- RESIDENTIAL ALTERATION I SFRA-20-0365 I Printed 02/20/20 at 8:51 a.m. Page 3 of 3 �1N E A d �" E 3S Ong g2aaP $'gu ? 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WHITWORTH, P.E., ARE AUTHORIZED FOR USE ONLY UPON THE PROPERTY DESCRIBED BELOW: DESCRIPTION: SINGLE FAMILY RESIDENCE DESIGN CODE: WHITWORTH ENGINEERING, REPORT NO. ST17-0079, 02/22/2017 PI: 37 QU:1740 PSF LOT/BLOCK: 2112/23 ADDRESS: 608 SOUTH DOOLEY STREET GRAPEVINE, TEXAS JOB NO.: WE20-0070 FOUNDATION DESIGN CRITERIA WAS FORMULATED BASED ON MODIFICATIONS OF RECOMMENDATIONS AS SET FORTH IN CRITERIA FOR SELECTION AND DESIGN OF PIER AND BEAM FOUNDATIONS, ACI 318-99, UBC 97, IRC 2015, IRC 2018, AND RECOGNIZED ENGINEERING PRACTICES. NOTE: ACCOMPANYING "OWNER MOISTURE MAINTENANCE LETTER" IS TO BE TRANSMITTED TO OWNER, WITH OWNER'S RECEIPT ACKNOWLEDGED TO BUILDER/CONTRACTOR. SINCERELY, RUSSELL J. WHITWORTH, P.E. t, ......................... . RUSSELL J. WHITWORTH t ...? +° • 82117 O . -4zS t� IS T 1111j '0 N At. CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION The seal appearing on this SHEET: C?l OF: S� document was authorized b RELEASE DOES NOT AUTHORIZE ANY WORK IN Russell J. Whitworth, PT WITH THE BUILDING CODE OR ZONING ORDINANCE. 82117 Whitworth Engineering CITY APPROVED PLANS TO BE KEPT ON F-3973 THE JOB SITE AT ALL T1.. ES e' : 817-236-6106 DATE: al��l�o BY: -- 11 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT-OF-WAY. 115 : 817-236-61atW*MUST BE APPROVED " o p � 2 Ww" zo o try N d Rio Hp Lau o qws owo $ yioLL?H- S•Y �'N �m o� � OW yoo WSy'=oi� +P' ^..(I g o ? ° 9= Sum oo� U�Fimm zy i3$W 0 h4 WsI �T10yO <3<�U-OLLr WGomTmO =�yo y 3» p (irr �E y�<iw�y?z ms w.p$ t����:�i'Pg°= g =~wm�Wyawa� soa a=.���a ^tsiWiorya�o� °i� - m3awN � my n 1� n V w$'dm CoEa fi m sse w1 - on 3- a_ !3o' z 1 m��ffi I � a z L s a I W K o a8 - --- o � @ 6 CITY OF GRAPEVINE m.EASED FOR CONSTRA N. [� < Rig " p nS'"i'F F1 . p QI p (N.)J 'J 3 �r EST �= OF: E s UT ORIZE AN� I RK IN s T r DE OR ZON► � I RDINA 1, 06° .. L u----- ®o eN_s 3 All ALANS TO BE iR j� fly Vol J `�B SITE T ALL TIMES �� �g DATE: n Y: a BULDINd INSPECTION DIVISI ci_____ �� � ®� m � RELEASE DOES NOT APPLY TO CONSr - M.-u! j £ g '2 15 I EASEMENTS OR PUBLIC RIGHT-Of.19 am o X299 1 3 8 89 19 �r amp �� _U N ALL CHANGES MUST BE A j VED 104.62' AJa A C,rF 10,V S .y R .9-PP V.F�J Roberson HouseCNANG S REQUIRE APP O VAL 6' Side Yard Setback �. 608 South Dooley VI D FLANS LANDMAR `N I Block 239 Lot 2RFROVED P ANS SHALL BE KEPT ON JOBS TE ATALL TIMES P R 0 E R TCity of Grapevine ri I CONTRACTOF SHALL CALL FOR IINSP CTIONS: 38'-7" 317 10-3010 �jk,t70 7-9, E7,r_ 91: t k/,4-4__ CONTRACTO 3 REGISTRATION PEAA-kiWILL BE R VOKED UPON ple'1ok PERMIT XPIRATION. 31' - 4" ? z W _1 i -- F- ®§ CO)M >-- i a = a. w Z as p 00 i ALL ON -SITE ELECTRICAL d? N n1- CO O0 CONDUCTORS ASSOCIATED +&_+ zz WITH NEW CONSTRUCTION br) O I0 U.SHALL BE LOCATED WNPFR9R©UND --00 - O U N R-- 0 Q CERTIFICATE OF APPROPRIATENESS +��+ Z CITY OF GRAPEVINE O RELEA$ED 0 PURS TO A 1 9- l Z(o I DATE 30 BY eJ1� 1I D P ENT OF DEVELOPMtjrVFjWQp d I Cwm0,jM4WNSTRU=N JrUK FhKMrr INFORNIAT N •� - SHEET: OF: 5 'a RELEASE DOES NOT AUTHORIZE MY WORK N m 18' 179" 69-799 CONRJCT WITH THE BUILDING CODE OR ZONING ORDNANCE. � I — __ - m c JMY APPROVED PLANS TIC BE KEPT ON - = THE JOB SITE AT AU, TIMES N -- N S I T0� BY: BU NSPECTION ISION: I m SOT APPLY TO STRUCTION IN SCAL�3.E-SSA OR PUBLIC RIG -0F WAY. ' Side Yard Setback y,_I f- - - --- AL OmIA IQES MUST BE PPROVED 104.62' _ GENERAL NOTES: 1. THE CONSTRUCTION OF THE FOUNDATION SHALL CONFORM TO THE FOILOWIFIGSTANDARDS AS APPLICABLE: 8 INTERN TIONAL SRESIDENTIALoARCOOS, IRC 2009. IRC 2012, IRC 2015 (OR OTHER PREVAILING REFERENCE CGD4 Lock2 THE DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 1,740 PSF. (PER WHRWORTHSOIL REPORT I ST17-W79) 3. THE BUILDER SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE FOR WATER AWAY FROM THE FOUFDATKX•L DURING ANDAFTERA NZ iR 4. THE C VERIFY ALL EDGE FORM SETTING DIMENSIONS AS WELL AS THE LOCATION OF ELEVATION CHANGES, OFFSETS, BRICK LEDGES, AND BLOCK•OUTS WITH THE ARCHHEMIRAL DRAWINGS AND NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST ON THE FOUNDATION DESIGN DRAWINGS PRIOR TO COM MENCING OONSTRUCTION. 5 THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ANCHOR BOLTS, HOLD DOWN DEVICES, MECHANICAL AND PLUMBING SLEEVES. AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION AND NOTIFY THE DESIGN ENGINEER SHOULD CONFLICTS EXIST WITH THE INFORMATION CONTAINED IN THE FOUNDATION DESIGN DRAWINGS. 8. PLASTICITY INDEX = 37 L MATERIALS 1. CONVENTIONAL REINFORCEMENT SHALL BE GRADE 80 2. CEMENT SHALL BE TYPE I OR TYPE I UNLESS OTHERWISE SPECIFIED N A GEOTECHNICAL. INVESTIGATION REPORT. USE NORMAL WEIGHT AGGREGATES HAVING A MAXIMUM AGGREGATE SIZE OF 1-12 N. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, THE WATER/ CEME1TRi0US MATERIAL RATIO SHALL NOT EXCEED 0.50 AND THE SLUMP SHALL NOT EXCEED 8 N UI•LESS SPECIFIC HIGH RANGE WATER REDUCERS AND OTHER ADDITIVES ARE USED, ADDITIVES CONTNNNG CALCIUM CHLORIDES ARE PROHIBITED. FLY ASH MAY RE USED PROVIDED NO MORE THAN 15%OF THE CEMENT 0 REPLACED. AIR ENTRAIMMENT MAY BE REQUIRED FOR COLD WEATHER CONCRETE SPECIAL CONCRETE MAY BE REQUIRED FOR FOUNDATIONS CAST ON SOILS WITH HIGH LEVELS OF WATERSOUIBLE SAFATE& IL CONSTRUCTION 1. REBAR SHALL BE ADEQUATELY SUPPORTED TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT DARING CONCRETE PLACEMENT. 2. CONCRETE PLACEMENT OPERATION SHALL BE COMPLETED N ONE CONTMAIOUS OPERATION. 3. CONCRETE SHALL BE PROPERLY CONSOLIDATE). INSPECTIONS SHALL BE CAMEO OUT BY AN INDEPENDENT INSPECTION AGENCY OR A REPRESENTATIVE OF THE DESIGN ENGINEER. THE INSPECTIONS SHALL CONSIST OF; 1. PRIOR TO CONCRETE PLACEMENT' 8)ADEQUA CW�OVEERMREI OF BARS, SPACING 2 DURING CONCRETE PLACEMENT: A) THE PROPER MIX DESIGN IS SUPPLIED AND THAT EXCESS WATER IS NOT ADDED AT THE SITE B) THE REINFORCEMENT IB NOT DISPLACED C) CORRECT CONSOLIDATION PROCEDURES ARE FOLLOWED 1 1 I I I I I I .*&Io r-o0/ l0 4TI0-tJ 4PFA0v*L �Vlu- 8E- OS4JiE-0 w? rl-Fov-s 4AJ t�P?A3vE'0 Fodc-"'c s v2vE'y' 1aVENT p>T•TO 1a-B' COCORNE zp Al/j 4A 0 b SEE INTERIOR PIER DETAIL THIS SHEET. DUE TO STRINGER LOCATIONS, ADDITIONAL INTERIOR PIERS MAY BE REQUIRED, VERIFY IN FIELD. PLAN NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK ALL DIMENSIONS AND ELEVATIONS BEFORE BEGINNING CONSTRUCTION. NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCY IN DIMENSIONS OR ELEVATIONS OCCURS. 2. THIS DESIGN IS APPLICABLE TO THE SPECIFIC PROJECT AND LOCATION LISTED ON THIS SHEET. USE OF THIS DRAWING FOR OTHER PROJECTS AND/OR LOCATIONS IS PROHIBITED. 3 USE THE ARCHITECTS PLANS TO LAY OUT FORMS. 4. CHECK THE ARCHITECTS PLANS LOCATIONS AND DIMENSIONS OF SHOWERS. 5. MODIFICATION OF THESE PLANS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER WILL VOID THIS DESIGN. / PERIMETER BEAM VENT NOTES: --- - -- 1) VENT OPENING DIMENSIONS MAY BE ALTERED BUT MUST COMPLY WITH 2O18 IRC SECTION R408 WHICH REQUIRES i SQUARE FOOT OF VENTILATION PER 150 SQUARE FEET OF UNDERFLOOR AREA. 2) EXTERNAL ACCESS IS UNNECESSARY IF ACCESS 15 PROVIDED THROUGH INTERIOR FLOOR. 10'-2' a o a ao 2'-B' 30P X 60- X 18' D FIREPLACE PAD Wl I5 REBAA W1#5 1 O.C.EW. IN TOP & BOTTOM OF PAD i � I ITCH TOP OF FOOTING ELEVATION i TO BE FIELD VERIFIED 42-0' ij 2 X B FRAMING, E.)OSW PRESSURE TREATED 2X6 BASE PLATE FOUNDATION PLAN ALL RESIDENCE DIMENSIONS PROVIDED BY MOVING COMPANY. CONTRACTOR SWy VERIFY DIMENSIONS ON SITE BEFORE - VERIFY ALL DIMENSIONS WITH SETTING OF PERIMETER BEAM AND INTERIOR to PNCHOR BOLTS b RESDENCE Q SITE TYP. FOOTINGSCOORDINATE WITHENGINEER ' S O.C. MIN. FOR REQURERS. D REVISIONS PRIOR SPACING RESIDENCE ON FOUNDATION. - J 7-1 -� 3 BARS VERT. �; 04r O.C. �(2) a15 BARS I TOP, BOTTOM i 14 GAUGE GALVAN P F PIER ELEVATION PIER STRAP ATTACHED TtOR 1r AND M1[)40GHT TO SILL W/ (5)18d NAILS 16 MIN. ABOVE GRADE H EMBEDDED to INTO PERDNA. SONOTURE EQUIVALENT (4) Z4r LONG fA4 DOWELS '` IIP OF FOOTING ELEVATION WTT}16' HOOK 1BE 8"BELOW GRADE 7J)'X74TX1r n3)#4BARSO.C.E.W. CONIC. FOOTING REINF. @ BEAM EXTERIOR INTERSECTIONS DETAIL 1 r-24--{ II 1. THE MI/"RENT. BEND DW&TEL SNALL BE AS sa DIMEM TP A L Iti i 85 85 'I I : 4W 2 TIE BOTH TOP S BOTTDII REINF. ® BEAM BARS AS SHOW EXTERIOR CORNERS INTERIOR FOOTING AND PIER DETAIL LA 3aX60'X18'D NDM-A-RKFD FIREPLACE PAD BOTTOM M OF PROPERTY O.C.EW. IN TOP 8BOTTOM OF PAD CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED PURSU TO - DATETE - 2-Z BY PENT OF `D DEVELOPMENT SERVICES CONTACT BUILDING INSPECTION FOR PERMIT INFORMATION �0 `A ' +1N.. RUSSELL J WrIiT1Y0RTH Y..............................� YiNP,�-p 82117�o'�i� !STE.: The seal appearing on this document was authorized by CITY Of GRAPEVINE RUSSELL J. 82117 RTH, P.E. JANUARY 20, 2020 RELEASED FOR CONSTRUCTION W"'° 97gineering r FOUNDAT101V PLAN SHEET: i OF: KALE: 118"= V-0" RELEASE DOES NOT AUTHORIZE ANY WORK IN CONRJCT WITH THE BUILDING CODE OR ZONING ORDINANCE DATE:.��af BY: ��t� BUILDING INSPECTION Note: C°OvriOM iiuraA ODES NOT APPLY TO, are E Office: 817-439-1999 Fax: 817-439-1511 H.D.SNOW HOUSE MOVING, INC. CONTRACTORS 12155 BUSINESS HWY.287 NORTH FORT WORTH, TEXAS 76179 www.snowhousemoving.com February 26, 2020 City of Grapevine, Texas 200 South Main Street Grapevine, TX 76051 Attn: David Klempin Dear Mr. Klempin; WINCH TRUCKS BONDED -INSURED It is a pleasure to submit the following proposal to you concerning the Roberson Farm House. H. D. Snow House Moving Inc. will install the pier-n-beam foundation, per the engineered drawing provided by Whitworth Engineering, for the cost of $19,875.00. Once both loads of the house are lifted and we are able to look underneath the entire house, there will be an additional cost for adding more piers to the foundation. There will also be additional charges for materials and labor to replace any deteriorated wood under the bottom of the house. The cost to nail the house back together at the cut lines and replace shingles at the cut line in the roof, as well as nailing the middle floor and bottom floor back to the main house will be $ 4,350.00. This proposal does not include any type of finishing work including painting, tape & bedding, replacing sheetrock, plumbing, electrical and any remodeling. Attached please find the drawing for the pier-n-beam foundation. Sincerely, H. D. Snow, President H. D. Snow House Moving Inc. 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