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HomeMy WebLinkAboutCA2021-11GRAPV71NET � I 12 March 2021 Blane K. Bartley Olshan Foundation Solutions 1614 Bluebank Road Dallas, Texas 75229 972 238-1600 A Future With A Past RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA21-11 MAIN STREET HISTORIC DISTRICT, ORDINANCE #92-39, #HL92-01 319 SOUTH MAIN STREET GRAPEVINE, TEXAS 76051 BILLY C. LANNOM TRUST, OWNER OLSHAN FOUNDATION SOLUTIONS, CONTRACTOR This letter confirms on March 12, 2021 the Historic Preservation staff approved with conditions #CA21-11 for the property addressed 319 South Main Street, legally described as Block 19, Lot 10-11-N3'-9, City of Grapevine Texas. The following was approved on this Certificate of Appropriateness: 1. Foundation repairs beneath and to the existing south wall of the building; as per the attached plans and specifications, with the conditions construction access to the building through the Gazebo property is approved by the Grapevine Park and Recreation Department staff; and a building permit is obtained from the Building Department, An approved Certificate of Appropriateness is not an approved building permit; a building permit i is / is not required. Contact the City of Grapevine's Building Department at 817.410.3165 for fees and information regarding permits. Thank you, 1 6", laen-� David Klempin cc. Property Owner Historic Preservation Officer CA File wdk THE CITY OF GRAPEVINE HISTORIC PRESERVATION - 636 South Main Street - Grapevine, Texas 76051 Phone 817/410-3556 - Fax 817/410-3038 CERTIFICATE OF APPROPRIATENESS APPLICATION Date 30c-R INumbe,7 2� Name, Address & Phone Number Applicant Name, Address & Phone Number Property Address include any suite number) rn f (1.J 5 1 1 S ov-rl� Inn A i J 5' -aa I/ i� APK.l'.n� f 1- 6 Phone: Mobile Email: Legal Description j ] Block �c�..._„� Lot 10 - 1 ( Subdivision unift GiF r&A&JA i P Ten nt Name/Occupancy/Use Nwr Request/Description of Work to a Done j - - . . , , R- FA Drawings/Sketches Attached Photographs Attached ram Yes o No o Current o Historic / hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance with al/ 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 REQUIRED BU/ ERMITS. Signed x ti Print Name Jr �/�- 4 Owner or Contractor Office Use Approved- Approved with Conditions: Staff H PC o ftr — Historic Pr se,vation Commission - iisto Pr servatior>•Officer x y Date M413 - l Z r Building Official THIS IS NOT A BUILDING PERMIT. A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE STARTING WORK. DELIVER TO: HISTORIC PRESERVATION DEPARTMENT 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS MAR 21 2021 Tarrant A—.;—] ni�*ri,* Zl I 1 Account #: 01090852 A Location Property Address: 317 S MAIN ST Interactive Map City: GRAPEVINE Zipcode: 76051 Georeference: 16060-19-10-30 Neighborhood Code: RET-Northeast Tarrant County General Latitude: 32.9384508481 Longitude:-97.0781210899 TAD Map: 2126-460 MAPSCO: TAR-028J Q Property Data Legal Description: GRAPEVINE, CITY OF Block 19 Lot 10-11-N3'9 Jurisdictions: 011 CITY OF GRAPEVINE 220 TARRANT COUNTY 906 GRAPEVINE-COLLEYVILLE ISD 224 TARRANT COUNTY HOSPITAL 225 TARRANT COUNTY COLLEGE State Code: F1 Commercial Personal Property Account: 14229931 Agent: TARRANT PROPERTY TAX SERVICE (00065) Site Number: 80092500 Site Name: ONE POSH PLACE/ THE SPICE & TEA EXCHANGE Site Class: RETGen - Retail-General/Specialty # of Parcels: 1 Primary. Building_ Building Name: ONE POSH PLACE/ THE SPICE & TEA EXCHANGE / 01090852 Building Type: Commercial Year Built: 1946 Gross Building Area ttt: 5,170 Net Leasable Area ttt: 5,170 Land Sqft o: 5,170 Land Acres ♦: 0.1186 Pool: N ttt Rounded o This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated A Owner Information Current Owner: BILLY C LANNOM TRUST PO BOX 515 CHICO, TX 76431-0515 Deed Date: 12-31-1900 Deed Page: 0000000 Deed Volume: 0000000 Instrument: 00000000000000 1 of 2 317 and 319 South Main Street Main Street Historic District CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED ry PURSU TO 11 DATE 1 2 BY EP NT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION FOUNDATION CONSULTANT: HOMEOWNER'S NAME/ADDRESS: THE SPICE & TEA EXCHANGE WRepair Since 1933 PHONE: 972-238-1600 OFoundation 319 SOUTH MAIN STREET Co. DATE: MARCH 2O21 GRAPEVINE, TEXAS 76051 2 3 4 LANDMAR r PROPER _ 8 9 D 11 CERTIFICATE OFAPPFtUPK,. CITY OF GRAPEVINE 02 RELEASED PURSUA 13 DATE BY 4RATE NT OF DEVELOPMENT SERVIC 14 CONTACT BUILDING INSPEC FOR PERMIT INFORMATI is � OFT I �KARL Jc7HhJ BRECKON� 73425 '�i REVIEW OF PILE ;? ,'/fe�<°i�:�� LAYOUT ONLY NOTES UNLESS OTHERWISE SPECIFIED 1Q PILES SHOULD BE INSTALLED TO REFUSAL WHICH, IS DEFINED AS WHEN THE EXISTING CEINGINEERS AND BEON FOUNDATION START TO HAVE UPLIFT FROM THE DRIVING FORCE EXERTED ON THE PILE. ONSULTANTS= © EXTERIOR PILINGS SHOULD BE AT A SPACING NOT GREATER THAN 8 FEET CENTER TO CENTER ONE STORY HOMES AND NOT GREATER THAN 6 FEET ON TWO STORY H © ELEVATION READINGS SHALL BE TAKEN BEFORE AND AFTER THE FOUNDATpi (E 3200 WILCREST DRIVE, SUITE 440 HOUSTON, TEXAS 77042 ® ®INDICATES AREA AFFECTED BY NEW PILINGS. PH: 832-240-3771 FAX : 8 IS. a GIS. #0-2724 rB FA : P-t 8890 OO ELEVATIONS HAVE BEEN ADJUSTED FOR VARIATIONS IN FLOOR COVERING MAR 2 © ADJUST EXISTING PILINGS AS REQUIRED, IF ANY. STRUCTURE DESCRIPTION LEGEND I BY SIDING: 0 EXTERIOR PIER POOL EQUIPMENT ® A/C UNIT STORIES: 0 INTERIOR PIER GAS LINE — SLOPE FOUNDATION: Q BUILDERS PIER — — o— FENCE X PREVIOUS WORK rM" WALL CRACKS L8L17 NESS 'IONS IN ECC NGINEERS AND ONSULTANTS«C March 1, 2021 Olshan Foundation Solutions 1614 Bluebank Road Dallas, Texas 75229 Subject: Review for Permit Letter Re: 319 South Main Street, Grapevine, Texas 76051 3200 Wilcrest Drive, Suite 440 Houston, Texas 77042 P:832-240-3771 F:832-240-2724 TBPE #F-18690 www.becengineer.com BEC Engineers and Consultants, LLC (BEC) has reviewed the sketch and the foundation repair system proposed for the subject location. In BEC's opinion, the proposed foundation repair should minimize the foundation settlement at the subject location provided proper installation techniques are used which includes the manufacturer's recommendations, specifications for pre -cast concrete segmental pilings FPA-SC-08 latest edition which can be found at www.foundationperformance.org, industry standards, and proper foundation maintenance is performed. A foundation maintenance program can be obtained at the Foundation Performance Association website. The method of urethane injection is an acceptable repair method if installed per industry standards. The areas that are represented by cross -hatching on the attached sketch are the areas, in BEC's opinion that will be affected by the proposed foundation repair system, provided the foundation system is of acceptable strength. If the actual strength of the foundation system is found to be inadequate to support the spacing of the piles as shown on the attached sketch then additional piles may be required to support the foundation. BEC appreciates being of service. If you have any questions or require additional information please contact the undersigned. Regards, Karl Breckon, PE BEC Engineers and Consultants, LLC MAR 21 2021 3200 Wilcrest Drive, Suite 440 Texas 77042 ENGINEERS AND HoustPng32-240 37771 CONSULTANTSLLc F: 832-240-2724 _ TBPE #F-13690 BEwww.becengineer.com 319 South Main Street, Grapevine, Texas 76051 Shines 0 Pie Cap s r,... _.� Pik Cap -LANDMARK ET ConcreteCytirxler Transition Plane Heavy Duty Interlocking Steel SegmentsThrough Tough Solis for Greater Depth Concrete Piling Secldons CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEAS ! PURSUIT T CA DATE Z BY w 0 I-- EP RT ENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION + OE / • :vt i .!: • • •+ !KARL••JOHN BRECKON! ....... ........................ ro 73425 Interlocking ...... '� . Iny MAR 21 2021 D CITY OF GRAPEVINE BUILDING DEPARTMENT PRE -CONSTRUCTION CHECKLIST PROJECT ADDRESS: S/ l 5, 'X),k / /J ***This is not intended to be a comprehensive list of all city requirements, but is meant to be a guide to aid in the construction process. • Provide clear and fully legible project site address sign, readable from the curb. • Working hours in the city are from 7AM to 7PM Monday through Saturday. No work is allowed on Sunday. • No work may be covered prior to receiving written approval from the inspector. All inspection approvals should be kept on site with the approved drawing packet by the project manager. • Inspections requested prior to 7:30 am will usually be performed the same morning. Inspections requested by 12:30 pm will usually be performed that afternoon. Inspection request phone number is 817-410-3010. After hour inspections or Saturday inspections require 48-hour advance approval and fee payment. Minimum $84.00. • Provide a copy of the Setback Survey for city of Grapevine approval. Your surveyor may fax this to the building department at 817-410-3012. (for additions/alterations affecting the building footprint). • No inspections on the foundation will be made prior to city approval of a Setback Survey. • No changes from the city approved plans may be made to the site or building without first submitting revised plans and receiving written approval from the historic and building departments. This includes signs, landscaping, lighting, etc. • Note: Projects that went through the Historic Commission approval process must go back through Historic Commission for most exterior changes. Allow 30-45 days for this process. Contact David Klempin to determine applicability. • A building permit final approval will not be issued prior to written approval from historic, and public works departments. CITY OF GRAPEVINE HISTORIC TOWNSHIP STRUCTURES PRE -CONSTRUCTION MEETING PROJECT NAME: 3 6. rY1 A/ J S 1 DATE: 3 )z PROJECT ADDRESS: #CA I - f I #HL Upon the Approval of a Certificate of Appropriateness WCA) NO work is to begin until: The 1) Property Owner, 2) Contractor, 3) Historic Preservation Officer and 4) Building Department Inspector have met with a mutual understanding of the Historic Preservation Ordinance as applied to this property. (Ord. No. 2013-23, § 2, 6-4-13). Sec. 12. - Penalties. any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed $2,000.00 and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Please note: This documented meeting is to aid in Grapevine's historic properties construction process to preclude any construction errors or misinterpretations and is not intended to be a comprehensive list of all Historic Preservation Ordinance requirements 1. A pre -construction meeting shall be held with the 1) Property Owner, 2) Contractor, 3) Historic Preservation Officer and 4) Building Department Inspector to review the Historic Preservation Ordinance and the requirements of the Approved Certificate of Appropriateness. A copy of the signed Historic Preservation Officer's notes from the meeting are a part of this document and must be attached*. Signatures certifying this meeting are required below. 2. Additional Certificates of Appropriateness may be required for a Landmarked Property for exterior work as established in the initial Certificate of Appropriateness. This includes all exterior finishes, paint color selection, exterior lighting fixtures, doors and door hardware, windows, porch posts and railings, etc. In most cases, additional #CA's are required beyond the first approved #CA for the structure itself. 3. After the meeting, no changes from the approved #CA are to be made to the building or site without submitting revised plans for approval by requesting an additional Certificate(s) of Appropriateness. Such changes would include siding removal, alterations to exterior walls, door and window framing, replacing entry and garage doors and hardware, windows or changing any building detail not specified on Historic Preservation Approved plans. Historic Preservation Office: 817.410.3197; 817.410.3185 A Future With A Past 12 March 2021 Blane K. Bartley Olshan Foundation Solutions 1614 Bluebank Road Dallas, Texas 75229 972 238-1600 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA21-11 MAIN STREET HISTORIC DISTRICT, ORDINANCE #92-39, #HL92-01 319 SOUTH MAIN STREET GRAPEVINE, TEXAS 76051 BILLY C. LANNOM TRUST, OWNER OLSHAN FOUNDATION SOLUTIONS, CONTRACTOR This letter confirms on March 12, 2021 the Historic Preservation staff approved with conditions #CA21-11 for the property addressed 319 South Main Street, legally described as Block 19, Lot 10-11-N3'-9, City of Grapevine Texas. The following was approved on this Certificate of Appropriateness: 1. Foundation repairs beneath and to the existing south wall of the building; as per the attached plans and specifications, with the conditions construction access to the building through the Gazebo property is approved by the Grapevine Park and Recreation Department staff; and a building permit is obtained from the Building Department, An approved Certificate of Appropriateness is not an approved building permit; a building permit, is)i is not required. Contact the City of Grapevine's Building Department at 817.410.3165 for fees and information regarding permits. Thank you, 6 � jjt'r� David Klempin Historic Preservation Officer wdk cc. Property Owner CA File THE CITY OF GRAPEVINE HISTORIC PRESERVATION - 636 South Main Street • Grapevine, Texas 76051 Phone 817/410-3556 - Fax 817/410-3038 Tarrant Ann—i—1 nic rite+ Account #: 01090852 g Location Property Address: 317 S MAIN ST Interactive Map City: GRAPEVINE Zipcode: 76051 Georeference: 16060-19-10-30 Neighborhood Code: RET-Northeast Tarrant County General Latitude: 32.9384508481 Longitude:-97.0781210899 TAD Map: 2126-460 MAPSCO: TAR-028J Q Property Data Legal Description: GRAPEVINE, CITY OF Block 19 Lot 10-11-N3'9 Jurisdictions: 011 CITY OF GRAPEVINE 220 TARRANT COUNTY 906 GRAPEVINE-COLLEYVILLE ISD 224 TARRANT COUNTY HOSPITAL 225 TARRANT COUNTY COLLEGE State Code: F1 Commercial Personal Property Account: 14229931 Agent: TARRANT PROPERTY TAX SERVICE (00065) Site Number: 80092500 Site Name: ONE POSH PLACE/ THE SPICE & TEA EXCHANGE Site Class: RETGen - Retail-General/Specialty # of Parcels: 1 PrimaryBuilding: Building Name: ONE POSH PLACE/ THE SPICE & TEA EXCHANGE / 01090852 Building Type: Commercial Year Built: 1946 Gross Building Area ttt: 5170 Net Leasable Area ttt: 5170 Land Sqft ♦: 5,170 Land Acres ♦: 0.1186 Pool: N ttt Rounded ♦ This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated 8 owner Information Current Owner: BILLY C LANNOM TRUST PO BOX 515 CHICO, TX 76431-0515 Deed Date: 12-31-1900 Deed Page: 0000000 Deed Volume: 0000000 Instrument: 00000000000000 1 of 2 BEENGINEERS AND CONSULTANTSLL� March 1, 2021 Olshan Foundation Solutions 1614 Bluebank Road Dallas, Texas 75229 Subject: Review for Permit Letter Re: 319 South Main Street, Grapevine, Texas 76051 3200 Wilcrest Drive, Suite 440 Houston, Texas 77042 P:832-240-3771 F:832-240-2724 TBPE #F-18690 www.becengineer.com BEC Engineers and Consultants, LLC (BEC) has reviewed the sketch and the foundation repair system proposed for the subject location. In BEC's opinion, the proposed foundation repair should minimize the foundation settlement at the subject location provided proper installation techniques are used which includes the manufacturer's recommendations, specifications for pre -cast concrete segmental pilings FPA-SC-08 latest edition which can be found at www.foundationperformance.or;, industry standards, and proper foundation maintenance is performed. A foundation maintenance program can be obtained at the Foundation Performance Association website. The method of urethane injection is an acceptable repair method if installed per industry standards. The areas that are represented by cross -hatching on the attached sketch are the areas, in BEC's opinion that will be affected by the proposed foundation repair system, provided the foundation system is of acceptable strength. If the actual strength of the foundation system is found to be inadequate to support the spacing of the piles as shown on the attached sketch then additional piles may be required to support the foundation. BEC appreciates being of service. If you have any questions or require additional information please contact the undersigned. Regards, Karl Breckon, PE BEC Engineers and Consultants, LLC ECEIIlE MAR 21 2021 3200 Wilcrest Drive, Suite 440 BE, Texas 77042 ENGINEERS AND Houston P: 832- 40 37771 CONSULTANTS«C F: 832-240 2724 TBPE #F-18690 www,becengineer.com 319 South Main Street, Grapevine, Texas 76051 Shinn' Poe Cap a_� _ �. Pile Cap -LANDMARKED ConcreteCylinder Transition Ptate Heavy Duty IntertoclLft Steel Sgments 8rtak - -u Through T0411 Says for Greater Depth Concrete PWW Sections PROPERTY (;ER7IFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELI A �,1 I Pl!RSUt� W-R26NT DA7EBY _w o l— OF UEVELOPMENTSERVICES CON TACT BUILDING INSPECTIONS FOR PERMIT INFORMA'nON 0 F 1 •'9Jj �o ;* 00 IK RL..JOHIV••6RECKON! ..« .. .... o; 73425 0.:�= + Interlocking �f f4s/ONAL �E0. tV1 V" MAR 21 2021