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HomeMy WebLinkAboutCA2017-129CERTIFICATE OF APPROPRIATENESS APPLICATION -20- % Z Number Cil i-7 - 12- `f Property Owner Name, Address & Phone Number I Applicant Name, Address & Phone Number I a (e) Phone: - -0 Fhone7: -7 Mobile: Mobile - Email: Email: — Property Address include an suite number Legal Descri tion Block Lot / %Z — Subdivision () yyl '�„ � —1 1 v' f4,TV- v Tenant Name/Occupancy/Use 'T oor P', 4 �F- Request/Description of Work to Be Done %ours �� `/7C ,eFr r- �' f-tti J I i 1.24 L5 ✓ ! L P YL W V.4 LL— Drawin s/Sketches Attached Photo raphs Attached p/Yes o No o Current o Historic Material Sam les Attached please list C"0"-7Crei(L- iPr�s5�'d IateYf 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 REQUIRED BUILDING PEIRMITS. Signed x - Print Name _ lit <' o Approve Staff HPC o I Denied X x or Contractor Office Use Approved with Conditions: --= -f24o-_ Chair- Historic Preservation Commission Date Building Oficial V - Preservation fcer -, -L , . -w 47 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 OFFICE 817-410-3556 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS �- . c a, - A Future With A Past 21 November 2017 Luis E Lago SOS Foundation Repair 3010 LBJ Freeway, Suite 1200 Dallas, TX 75234 817.681.9074 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA17-129 FORBES HOUSE 300 WEST COLLEGE STREET GRAPEVINE, TEXAS 76051 This letter confirms on November 21, 2017 the Historic Preservation staff approved with conditions #CA17-129 for the property addressed 300 West College Street, legally described as Block: 1, Lot: 1R3, First United Methodist Church GNine, Grapevine, Texas. The following was approved on this Certificate of Appropriateness: Foundation repairs to 1) install 24 new exterior piers; 2) Reset and re -shim understructure; 3) Install two (2) new interior concrete pad and block supports; 4) Install six (6) linear feet of new beam; and 5) Use steel shims for all final vertical adjustments as shown on the attached drawings and report as per the attached specifications, drawings and report with the condition a permit is obtained from the Building Department. An approved Certificate of Appropriateness is not an approved Building Permit and a permit is / is not required. Contact the City of Grapevine's Building ®apartment at 817-410-3165 for fees and information regarding permits. Thank you, e4,.J-� David Klempin Historic Preservation Officer mmb 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 11/21/2017 Tarrant Appraisal District N+ ' ljZI Account #: 42220091 "V Location Property Address: 300 W COLLEGE ST Interactive Map City: GRAPEVINE Georeference: 13877G-1-1 R3 Neighborhood: Worship Center General Latitude: Unavailable Longtitude: Unavailable TAD Map: 2120-460 MAPSCO: TAR -027M Property Data Legal Description: FIRST UNITED METH CHURCH/GVINE Block 1 Lot 1R3 Jurisdictions: 011 CITY OF GRAPEVINE 220 TARRANT COUNTY 906 GRAPEVINE-COLLEYVILLE ISD 224 TARRANT COUNTY HOSPITAL 225 TARRANT COUNTY COLLEGE Notice Sent: Protest Deadline: 05-31-2017 A Cerner information Current Owner: FIRST UNITED METH CH GRAPEVINE 422 CHURCH ST GRAPEVINE, TX 76051-5239 Site Number: 800020805 Site Name: FIRST UNITED METHODIST CHURCH Class: ExChurch - Exempt -Church # of Parcels: 3 Primary Building: Building Name: FIRST UNITED METHODIST CHURCH Building Type: Commercial Year Built: 1980 Gross Building Area ttt: 1,652 Net Leasable Area ff f: 1,652 Land Sgft ♦: 11,544 Land Acres ®: 0.0000 Pool: N Q Values 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 carried in TAD's datahasP Year Improvement Market Land MarketTotal Market Total Appraised t e me k Entek Engineering, LLC 3604 Golden Triangle Blvd., Suite 416 Keller, TX 76244 817-915-5202 TBPE Firm No. 16613 November 8, 2017 SOS Foundation Repair 3010 Lyndon B Johnson Fwy. Suite 1200 Dallas, TX 75234 Attn: Luis Lago Subject: Foundation Repairs Plan 300 W College St. Grand Prairie, TX 76051 Per your request, our firm has reviewed the Elevations and Foundation Recommended Repair Plan at the above referenced address. This review is a level "B" report as per the American Society of Civil Engineers (ASCE). This report is in compliance with the 2015 IRC Code. The purpose of this report is to ascertain the structural adequacy of the repair plan to secure the structure as shown attached. The proposed foundation repair plans meet the general accepted standards for foundation repair. This structure requires: 1. Install (24) new exterior pressed piers, 2. Reset and Re -shim understructure, 3. Install (2) new interior concrete pad and block supports, 4. Install (6) linear -feet of new beam and 5. Use steel shims for all final vertical adjustments; as shown on the attached drawings and notes. I hereby certify that the recommended repair plan and installed foundation repair system is adequate as per 2015 IRC Code. A final plumbing test is recommended after repairs to ensure no plumbing leaks after foundation repairs. I further certify that the findings and conclusions contained in this report have been, to the best of my knowledge, correctly and completely stated with no bias, and is based upon my observations and experience. No responsibility is assumed for the events that occur after the final inspection and submission of this report and no warranty is either expressed or implied. Respectfully, OF TFFtI Carlos Encarnacion, P.E. 00. A.•—•. ::•.�..:� CARLOS ENCARNACION Entek Engineering, LLCi... ..••••••.o... ..... •� t��`3 � CENS�•G� �� 11-08-2017 M9L Xl `3NIA3dVNE) '1S 3031103 M 00£ N 3snOH IVI1N30IS3N LLOZ-9o- LL lViiMOn980d03nm on3a blVd3N N011vdNno=i RON Q 0 w -a a) (°n' m U) O a Q�7D U Q) C U) Q) — O Cn � C) U U U) C2 C J a U Q) C Cf) X U X W Q W .� _� Q) cn U)Q) o� E L99 L 'oN w -0j 3d9y Z9ZS-SL6-C LB 44Z9L V C 9L4 aY.n9 "pnjg ajfiuepua y Plo'l-D J 4099£ 0Il '9WJ33NI�JN3 N31N3 �ejue ui ui W Z�~ � w Z o z LL O �o (QF- m O� ui Y 0 O0= W D J W U) w w aUJ -MXw IWi 2 Q � a W W W W wow QQ W O� LLD U CL J Cly Q C) n ZZ� Q Q Z Q d' (n Q J 0 O a W I—LU0 W F- �� vQ W Oaa co W 2 Q �U F moo z�w� W Q W D O J U) U � Q' 0 J W 0 J F— z J > m J Q LL W Of (n W Z 0- � 0 Z) W W W (n Z 0O z Z 0Q W D ?U(n0 ? 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Pte'. : U' •� • �� 1) •o:�ti1 uj Z z w 'V ca O Z �h}� im. gW U v® :¢:m ol. /O 'z:,, wja% o 0:> 04 R. m�WWO .+ oA�% c6 aura mW zz r cc J m w Q} 0 w _ CL U C D Lu - z0 O C w0 EL CJ) U W r) w o Q w O U X� -I—QS 1 1 W (/� I LJm cn J I IIIW J � Q W W (n Q w W w L m UOQ m z z —j� Oo0 �/ ,♦ z W Q � V � W w w o O W L'i CD J O o Qz UL,J0 J Q0 z C�f O O w O a_ X U (n Li nlr N O Uo O II m W 20 Cl) U OW J M Q U �i Entek Engineering, LLC 3604 Golden Triangle Blvd., Suite 416 Keller, TX 76244 617-015-5202 TBPE Firm No. 16613 December 5, 2017 SOS Foundation Repair 3010 Lyndon B Johnson Fwy. Suite 1200 Dallas, TX 75234 Attn: Luis Lago Subject; Foundation Repairs Flan 300 W college St. Grapevine, TX 76051 Per your request, our firm has reviewed the Elevations and Foundation Recommended Repair Plan at the above referenced address. This review is a level "B" report as per the American Society of Civil Engineers (ASCE). This report is in compliance with the 2015 IRC Code. The purpose of this report is to ascertain the structural adequacy of the repair plan to secure the structure as shown attached. The proposed foundation repair plans meet the general accepted standards for foundation repair. This structure requires: 1. Install (24) new exterior pressed piers, 2. Reset and Re -shim understructure, 3. Install (2) new interior concrete pad and block supports and 4. Use steel shims for all final vertical adjustments; as shown on the attached drawings and notes. I hereby certify that the recommended repair plan and installed foundation repair system is adequate as per 2015 IRC Code. A final plumbing test is recommended after repairs to ensure no plumbing leaks after foundation repairs. I further certify that the findings and conclusions contained in this report have been, to the best of my knowledge, correctly and completely stated with no bias, and is based upon my observations and experience. No responsibility is assumed for the events that occur after the final inspection and submission of this report and no warranty is either expressed or implied. Respectfully, Carlos E nca rnacion, P.E. Entek Engineering, LLC �"�BD'r °. .;•'�;'�; k"u ti rt -a .� "^4^N k�I �''.r �"'�� N< ,wav--+h �Y �:".vpu of OF rr��." 10 �r/iSR Rwi i� i�F ilrr/s r�lt�llra � f ° CARLOS ENCARNACION '►r•*« rr rrrsarr .............. � 1 O5594 0 ENS 00, 12-05-2017 entek Entek Engineering, LLC Agreements and Limitations This review is a level "B" Report as per the American Society of civil Engineers and is limited to an assessment of the elevation survey conducted by the client. The report is in compliance with the 2015 IRC code. The purpose of this visual investigation is to determine the physical characteristics of the foundation and to note conditions that could affect the behavior and performance of the foundation. The scope of this investigation is limited solely to observations made of conditions of the exterior and interior of the structure which are readily visible. It is assumed that accepted construction specifications have been followed during the construction of the structure, including the proper design of the foundation. It is beyond the scope of this investigation to inspect concealed framing or the foundation structure below grade. The comments made in this report are based on the observation of apparent performance of the structure and the experience and knowledge of the firm. Compliance any specifications, legal or code requirements is excluded from this report. The conclusions reached in the report are based on the conditions observed at the time of the investigation and no guarantee or warranty as to future life, performance, or need for repair of any item inspected is intended or implied. Because of slab movements associated with expansive soils in Texas, some interior cracks may appear on walls and ceilings in the future. Some cracks in the walls and ceilings are normal for a structure in this area and with this type of foundation. Periodic repair of this type of cracking should be considered a normal item and not a structural failure. It is possible that soil movement, site drainage, plumbing leaks, or other items may cause foundation movements, thus affecting the performance of the foundation. Entek Engineering shall not be liable nor held accountable for the future performance of the foundation. All comments or evaluations concerning the condition of the foundation are professional opinions based solely on a visual inspection of the foundation. No warranty, expressed or implied, is made regarding the future performance of this foundation. entek Entek Engineering, LLC Foundation Maintenance It is recommended that the soil around the foundation be watered regularly. Foundation movements associated with expansive clay soils are usually caused by moisture changes in the soil which result in foundation movements or deflections. When the moisture content around the perimeter of the foundation is maintained uniformly, foundation failure and movements are reduced. Proper drainage must be maintained around the entire perimeter of the foundation. It is important that water is not allowed to stand around the foundation. Positive drainage should be provided around the foundation perimeter in a manner that water runs away from the foundation. A gutter and downspout system should discharge at least 18 inches to 24 inches away from the foundation perimeter. Keep ground cover around the perimeter of the foundation. It is suggested that shrubs be planted at least 2 feet away from the foundation. Water should be allowed to soak into the soil around the foundation. A soaker hose may be placed about 18 inches to 24 inches away from the foundation. 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