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HomeMy WebLinkAboutCA2024-29A Future With A Past 10 May 2024 Paul W. McCallum Grapevine Convention & Visitors Bureau 636 South Main Street Grapevine, TX 76051 817.454-4422 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA24-29 RELOCATION OF HISTORIC BUSHONG LOG CABIN 201 SOUTH MAIN STREET GRAPEVINE, TEXAS 76051 This letter confirms on May 10, 2024 the Historic Preservation Staff approved with conditions #CA24-29 for the property addressed 201 South Main Street, legally described as Block 20, Lot 4-5-N1/2 3, to the Grapevine Historic Preservation Ordinance 91-73 (Appendix G — Grapevine Code of Ordinances), as amended, for the following: 1. Relocate the historic Bushong Log Cabin currently located at 1610 Silverside Drive to a new site at Liberty Park Plaza at 201 South Main Street; as per the attached drawings with the condition a permit be obtained from the Building Department. An approved Certificate of Appropriateness is not an approved building permit; a building permif is % is not required. Contact the City of Grapevine's Building Department at 8i7.410.3165 for fees and information regarding permits. Thank you, I ) ar..".k David Klempin Historic Preservation Officer 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 Gt.v� l o , oZ,r Z 4 Number ��,A Z 4 " 2— Property Owner Name, ddress & Phone Number ►TY 'J, d0 r -1 P6J1vf-- -'I Phn SI Ie]-�2,1C�-7 Mobile: 1I 46-cf -- 2-7-- Email: Property Address include any suite number 1-. I d C a- Y '?A 2 )C_ r,n fl ✓i J r-- —T-�, -7 6 OLS, A licant Name, Address & Phone Number u nnd c r -Lu) p, Jd F Co 3b d QTl Phone: Mobile Email: Legal Description Block Zy Lot Subdivision Ten nt Name/Occupancy/Use Request/Description of Work to Be Done '13 o e-r4 T 15- 4 1 STo n.l '- U 5_ 0 P 5 C' , J FYI dMA 10 ► L 1)X,1 .5� , n s 7),1 , z,s o Zo I bC)vT-I-A ►Y\P�Ia Drawings/Sketches Attached Photo ra hs Attached Yes o No Current o Historic Material Sample(s) Attached lease list 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 REQUI D BUILDING PER ITS. Signed x _ Print Name r� 2 �0`wner Contract r o i1, Pry t.J . ✓Y1 U.� L,►/NY1 c+ Z , L' t-, J Office Use Approved- Approved with Conditions: Staff HPC o I Denied Chair — Historic Bu, uv w 1w � uvlLldllV V r'"MV11 1 . 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 Irm Account: 01090895 Address: 201 S MAIN ST 09wO Location ar�firrary Buy a 32 56 20.5 N 97 04 41.2 W a 215 S Main St, Grapevine, TX 76051 Directions View larger map 19 E Wall St E Wall St W Wall St 144- V) 0 Grapevine's First Baptist Church s W Texas St 9 E Texa: Main Street Bre.v & But!�J Bistro & Bakery IF Dinds Steak and Claw Rouse Painting with A Twist Steak • $SS 19 E Worth St E Wortt �h St w \North St Go gle tPJ Map data ©2024 Google Report a map error This map, content, and location of property is provided by Google Services. Address: 201 S MAIN ST City: GRAPEVINE Georeference: 16060-20-4-30 Subdivision: GRAPEVINE, CITY OF Neighborhood Code: Community Facility General Latitude: 32.9390139044 Longitude:-97.078115803 TAD Map: 2126-460 MAPSCO: TAR-028J 147�Pf 24, z(3 Legal Description: GRAPEVINE, CITY OF Block 20 Lot 4-5-N1/2 3 Jurisdictions: CITY OF GRAPEVINE (011) TARRANT COUNTY (220) TARRANT COUNTY HOSPITAL (224) TARRANT COUNTY COLLEGE (225) GRAPEVINE-COLLEYVILLE ISD (906) State Code: F1 Year Built: 1900 Personal Property Account: Agent: None Site Number: 80092543 Site Name: GRAPEVINE, CITY OF Site Class: ExGovt - Exempt -Government Parcels: 1 Primary Building Name: GRAPEVINE, CITY OF / 01090895 Primary Building Type: Commercial Gross Building Area : 0 Net Leasable Area : 0 Percent Complete: 100% Land Sgft*: 5,875 Land Acres*: 0.1348 Pool: N Protest Deadline Date: 5/31/2024 +++ Rounded. * This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated. ► 2 � � ` Property Documents �tipr 2►k Documents 2024 Documents No documents to display. 2023 Documents if Owner Information Current Owner: GRAPEVINE CITY OF Primary Owner Address: PO BOX 95104 GRAPEVINE, TX 76099-9704 Deed Date: 12/31/1900 Deed Volume: Deed Page: Instrument: $ 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 database. Tarrant County Tax Office Account Information. Year 2024 Improvement Market $0 Land Market $0 Total Market $0 Total Appraised+ $0 Year 2023 Improvement Market $0 Land Market $70,500 Total Market $70,500 Total Appraised+ $70,500 Year 2022 Improvement Market $0 Land Market $70,500 Total Market $70,500 Total Appraised+ $70,500 Year 2021 Improvement Market $0 Land Market $70,500 Total Market $70,500 �c-,k24-2-9 Total Appraised+ $70,500 Year 2020 Improvement Market $0 Land Market $70,500 Total Market $70,500 Total Appraised+ $70,500 Year 2019 Improvement Market $0 Land Market $70,500 Total Market $70,500 Total Appraised+ $70,500 Pending indicates that the property record has not yet been completed for the indicated tax year. + Appraised value may be less than market value due to state - mandated limitations of value increases. Q Exemptions /Special Appraisal PUBLIC PROPERTY 11.11 4 c-Ps 2q -25 1 fit � C '� anfo 0 tz--i Vro! N O x o <�_ i V d N L� m ,� OO o 1 fv 4 RA LLJ O�fl tw- gw w BOO a> ain v C�`m0� wwa z� o CL 2 z ? 0 w 0 w OO O F- w a o F- 0 d 5 ~Fri ~ Ow F a U U F W Q 0 LL U) F p cc F Z 0 w a� 0 -ti-(24-19 t < rt + y F� 77' c-� 2-,4 :ram :-. i _ •.. s . �.- 'ice '•� y�.y...�... ,.R- a 'D .0 N Z Y ` U Jcri -Wi r Z W C W Q Z �.... O �? O W LL> W aQ Z 0 w m� n gz J Qi `Q p0LJtlij ij �� QpML QZ Jg / UJ >- ~ a p = W _...... o QLU UV �W W o Q� O Z LL O w Lo �r j ry• 'rip = 31 •�� � •• , t , SST i Sl i.. 's •l. - �+�s :�, � i� f � '�' � � •.,yam _ a7` • _ _ r r E —��7r rW7u - GENERAL NOTES 1. THE CONSTRUCTION OF THE FOUNDATION SHALL CONFORM TO THE FOLLOWING STANDARDS AS APPLICABLE: A) INTERNATIONAL BUILDING CODE IBC 2015, 2018 AND 2021(OR OTHER PREVAILING REFERENCE CODED B) LOCAL BUILDING STANDARDS, 2 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE FOR WATER AWAY FROM THE FOUNDATION, DURINND G AAFTER CONSTRUCTION. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL EDGE FORM SETTING DIMENSIONS AS WELL AS THE LOCATION OF ELEVATION CHANGES, OFFSETS, BRIG( 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. 4. THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATION OF ANCHOR BOLTS, HOLD DOWN DEVICES, MECHANICAL AND PLUMBING SLEEVES, AND OTHER RELATED ITEMS REQURED TO COMPLETE THE FOUNDATION AND NOTIFY THE DESIGN ENGINEER SHOULD CONFLICTS EXIST WITH THE INFORMATION CONTAINED IN THE FOUNDATION DESIGN DRAWINGS. IL MATERIALS 1. FILL MATERIAL USED SHALL CONFORM TO THE REODMI ENDATI NS OF THE GEOTECHNICAL INVESTIGATION CONCERNING TYPE, COMPACTION. LIFT THICKNESS, AND PLACEMENT REQUREMENTS (MOISTURE CONTENT, ETC.). 2. CONVENTIONAL REINFORCEMENT SHALL BE GRADE 60. 3. CEMENT SHALL BE TYPE I OR TYPE I UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAI INVESTIGATION REPORT. USE NORMAL WEIGHT AGGREGATES HAVING A MAXIM M SIZE SOF 1-1,2 N. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 30RIOI 00 PSI AT 28 DAYS. THE WATER/ CEMENTS MATERIAL RATIO SWILL NOT EXCEED OM AND THE SLUMP SHALL NOT EXCEED 6IL UNLESS SPECIFIC HIGH RANGE WATER REDUCERS AND OTHER ADDITIVES ARE USED. ADDITIVES CONTAINING CALCIUM CHLORIDES ARE PROHIBITED. FLY ASH MAY BE USED PROVIDED NO MORE THAN 20% OF THE CEMENT IS REPLACED. AR ENTRAINMENT MAY BE REQUIRED FOR COD WEATHER CONCRETE. SPECIAL CONCRETE MAY BE REQUIRED FOR FOUNDATIONS CAST ON SOILS WITH HIGH LEVELS OF WATER-SOLUBLE SULFATES. 19. CONSTRUCTION 1. A LEVELING SAND BASE IS TO BE PLACED ON TOP OF THE PREPARED SUBGRADE. 2. CONCRETE COVER REQUIREMENTS: RIBS: TOP 2 N. SLABS: BOTTOM 31N TOP 2N. SIDES 3IN. BOTTOM 1112 IN.3. REBAR SHALL BE ADEQUATELY SUPPORTED TO PREVENT BOTH VERTICAL AND MORIZONTAI MOVEMENT DIVING CONCRETE PUCEMENT. 4. CONCRETE PLACEMENT OPERATION SHALL BE COMPLETED IN ONE COIITIFIIUOUS OPERATION UNLESS OIHERNASE SPECKED ON THE FOIINDATI N DESIGN DRAWINGS. 5. CONCRETE SHALL BE PROPERLY CONSOLIDATED. N. INSPECTION INSPECTIONS SHALL BE CARRIED OUT BY AN INDEPENDENT INSPECTION AGENCY OR A REPRESENTATIVE OF THE DESIGN ENGINEER THE INSPECTIONS SHALL CONSISTOR 1. PRIOR TO CONCRETE PLACEMENT: A) RIB SIZE AND SPACING B) SLAB THICKNESS C) REBAR SIZE, GRADE, NUMBER OF BARS, AND SPACING D) ADEQUATE COVER OVER REINFORCEMENT 2. DURING CONCRETE PLACEMENT: A) THE PROPER MIXDESIGN IS SUPPLIED AND THAT EXCESS WATER IS NOT ADDED AT THE SITE B) THE REINFORCEMENT IS NOT DISPLACED C) CORRECT CONSOLIDATION PROCEDURES ARE FOLLOWED � 1 V. SPECIAL CONSIDERATIONS FOR SLAB4N-GROUND CONSTRUCTION 1. TREES DR OTHER VEGETATION TALLER THAN 6 FT. OR OF THE TYPE THAT REQUIRES EXCESSIVE AMOUNTS OF WATER SHOULD NOT BE PLANTED WITHIN 2D FT. OF THE FOUNDATION. 2. WHEN EXCAVATIONS FOR SWIMMING POOLS ARE CLOSER THAN 10 FEET TO THE FOUNDATION, SPECIAL DRAINAGE FEATURES SHALL BE PUT N PLACE (SEE POOL PERIMETER DETAIL), ALL LANDSCAPING ADJACENT TO THE FOUNDATION, INCLUDING PLANTERS, SHALL BE DESIGNED IN SUCH AWAY THAT EXCESS IRRIGATION, BEYOND WHAT IS REQUIRED TO MAINTAIN PLANT LIFE AND CONSISTENT MOISTURE ADJACENT TO THE FOUNDATION, WILL DRAIN AWAY FROM AROUND THE FOUNDATION. 3. IT S IMPORTANT TO UNDERSTANDTHAT THE PERFORM VICE OF THE FOUNDATION IS LINKED DIRECTLY TO THE CONSISTENCY OF THE MOISTURE CONTENT IN THE SOIL AND THAT POSITIVE DRAINAGE SHOULD BE MAINTAINED DURING AND AFTER CONSTRUCTION. �24s--t >`24 I �24� IF REINF. BEAM REINF. @ BEAM INTERSECTIONS DETAIL I CORNERS NOTE: DO NOT TIE REINFORCING BARS TO POST TENSIONED CABLES 1. THE MINIMUM REINF. BEND DIAMETER SHALL BE AS FOLLOWS: BAR SIZE BAR DIAMETER 93 3l8' 21M' $4 17 3 I5 6B' 3 LP 06 314' 412' ICKLEOGE AS REDD. SLAB REINFORCEMENT AS SPECIFIED ON PLANS 1•-24' -I \EWAL SPACES A = LEVELING COURSE MI SPECIFIC THICKNESS) 6 MIL VAPOR BARRIER k3 STIRRUPS OR VERT. —B—I BARS 0 AR O.C. (2)1S BARS CONT. TOP 8, BOTTOM 1 SECTION F--�T-3* I I� I I I II I I' II I II I II — — — J L — — J — I II I I I I II 2 I I� I II I I� I I ----J II I I I I I I I LL SLAB REINFORCEMENT CHAIR ( AS SHOWN ON PLANS TYP.) Isµ - I`EQUAL l SPACES S I (2)1S BARS CONT. ) LEVELING COURSE TOP A BOTTOM (NO SPECIFIC THICKNESS) . 6 MIL. VAPOR BARRIER I3 STIRRUPS OR VERT. BARS 048'D.C. 2 SECTION CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED 2� PURSUA T O DATE 3 BY _ IL DEPARIIMENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION REOD. LEGEND DIMENSION TO BE VERIFIED ■ai FINISH FLOOR ELEVATION CHANGE PLAN NOTES: 1. IT IS THE GENERAL 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. FOR FIREPLACES, A PAD SHOULD BE BUILT BENEATH HEARTH TO A MIN. DEPTH OF 12' WITH MS REBAR @ 12 INCHES O.C.E.W. ON BOTTOM. 3. 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. 4. USE THE ARCHITECT'S PLANS TO LAY OUT FORMS. 5. CHECK THE ARCHITECT'S PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SHOWERS. 6. MODIFICATION OF THESE PLANS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER WILL VOID THIS DESIGN. 7. VAPOR BARRIER: (SLAB, PADS) VAPOR BARRIER IS NOT REQUIRED BELOW GARAGES AND PORCHES PER IRC 506.2.3 NOTE: WHITWORTH ENGINEERING SUGGESTS CUTTING THE VAPOR BARRIER IN BEAM BOTTOMS TO AVOID POCKETS OR VOIDS BELOW THE BARRIER. 8. FOUNDATION FILL NOTES: (WHERE FILL IS REQUIRED) SELECT FILL SHALL HAVE A PLASTICITY INDEX BETWEEN 5 AND 20. MINIMUM COMPACTION TO BE 95% STANDARD PROCTOR, (ASTM D698): AT A MOISTURE CONTENT BETWEEN -2% AND •4% OF OPTIMUM MOISTURE, 4' THICK CONCRETE SLAB W/I3 REBAR 16' O.C.E.W. GRADE BEAM DEPTH H.24' WIDTH B 17 ALL BEAMS NOT SUPPORTED BY PIERS MUST BE FOUNDED IN 12' MINIMUM OF UNDISTURBED SOIL VERIFY ALL DIMENSIONS WITH ARCHITECT'S PLANS PRIOR TO CONSTRUCTION. WHITWORTH ENGINEERING IS NOT RESPONSIBLE FOR PROVIDING DIMENSIONS FOR CONSTRUCTION NOTES: ADD OR SUBTRACT PROGRESSIVE LAYERS OF REINFORCING STEEL AS REWIRED PER DEPTH OF BEAM. ' SEE DEEP BEAM DETAIL FOR PROPER STEEL RENFORCMENT REWIRED IN ALL EXTERIOR AND INTERIOR BEAMS LOCATED IN AREAS OF FILL MATERIAL AND OR TREE I ROOT REMOVAL ALL BEAMS ARE TO BE A MINIM OF 171NT0 UNDISTURBED SOIL. The seal appearing on this document was authorized by RUSSELL J. WHITWORTH, P.E. 82117 on June 3, 2024 Whitworth Enggineering F-3973 SLAXON-GRADE FOUNDATION PLAN SCALE: 1/8'= 1'-0' rote: C<erdpM YINn«in En91—".Inc. N npns reserved. 110 eN II tlds dr,Wrp maY ne repW Iced nr initoclPYiM. rewrdkp eny oR,er me tWlt, «stored, «otas,ed ofnwmted In or er mr c<mnm<. «otMr g.mem, .nnoin me r <,inan wrmNrlon wNnonn e,otn«Ind. tec. c<etes dI tnN q.n Wmwt m orgl,w ,anew, nw,eat are not md. LEVELING COURSE (NO SPECIFIC THICKNESS) Q- ADDED PIERS - 4118124 j r 6 MIL. VAPOR BARRIER Q2 - REMOVED PIERS AND INCREASED SIZE - 613124 .H—✓�1 '�►L� `#3 VERT. BARS 1124'O.C. DEEP BEAM DETAIL 4'-0' MAX. DEPTH -t-�c 24-2� GENERAL NOTES: 1. THE CONSTRUCTION OF THE FOUNDATION SHALL CONFORM TO THE FOLLOWING STANDARDS AS APPLICABLE: A) INTERNATIONAL BUILDING CODE SC 2015, 201E AND 2021(OR OTHER PREVAILING REFERENCE CODE} B) LOCAL BUILDING STANDARDS. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE FOR WATER AWAY FROM THE FOUNDATION, WRING AND AFTER CONSTRUCTION. 3. THE GENERAL CONTRACTOR SFl4LL VERIFY ALL EDGE FORM SETTING DIMENSIONS AS WELL 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. 4. THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATION OF ANCHOR BOLTS, HOLD DOWN DEVICES, MECHANICAL AND-LUMBNG SLEEVES. AND OTHER RELATED ITEMS REQUIRED TO COMPLETE THE FOUNDATION AND NOTIFY THE DESIGN ENGINEER SHOULD CONFLICTS EXIST WITH THE INFORMATION CONTAINED N THE FOUNDATION DESIGN DRAWINGS. IL MATERIALS 1. FILL MATERIAL USED SHALL CONFORM TO THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION CONCERNING TYPE. COMPACTION, UFT THICKNESS, AND PLACEMENT REOUREMENTS (MOISTURE CONTENT, ETC.). 2. CONVENTOLAL REINFORCEMENT SHALL BE GRADE 60. 3. CEMENT SHALL BE TYPE I OR TYPE II UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION REPORT. USE NORMAL WEIGHT AGGREGATES HAVING A MAXIMUM AGGREGATE SIZE OF 1-1I2 N. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 3D00 PSI AT 28 DAYS THE WATERI CEMENTITKOUS MATERIAL RATIO SHALL NOT EXCEED 0.50 AND THE SLUMP SHALL NOT EXCEED 6 N. UNLESS SPECIFIC HIGH RANGE WATER REDUCERS AND OTHER ADDITIVES ARE USED. ADDITIVES CONTAINING CALCIUM CHLORIDES ARE PROHIBITED. FLY ASH MAY BE USED PROVIDED NO MORE THAN 20%OF THE CEMENT IS REPLACED. AR ENTRAINMENT MAY BE REQUIRED FOR COLD WEATHER CONCRETE. SPECIAL CONCRETE MAY BE REWIRED FOR FOUNDATIONS CAST ON SOILS WITH HIGH LEVELS OF WATER-SO(.UBLE SULFATES. M. CONSTRUCTION 1. A LEVELING SAND BASE IS TO BE PLACED ON TOP OF THE PREPARED SUBGRADE 2. CONCRETE COVER REQUIREMENTS: RIBS: TOP 2 N. SLABS: BOTTOM 3 N. TOP 2IL SIDES 31N. BOTTOM 11121N 3. REBAR SHALL BE ADEQUATELY SUPPORTED TO PREVENT BOTH VERTICAL AND HORIZONTAL MOVEMENT DURING CONCRETE PLACEMENT, 4. CONCRETE PLACEMENT OPERATION SHALL BE COMPLETED IN ONE CONTINUOUS OPERATION UNLESS OTHERWISE SPECIFIED ON THE FOUNDATION 1T-3' -# DESIGN DRAWINGS. 5.CONCRETE SHALL BE PROPERLY CONSOLIDATED. 1 W. INSPECTION INSPECTIONS SHALL BE CARRIED OUT BY AN INDEPENDENT INSPECTION AGENCY CR A REPRESENTATIVE OF THE DESIGN ENGINEER THE INSPECTIONS SHALL 8'-7y� -,.j•� 8'-7Y� CONSIST OF: 1. PRIOR TO CONCRETE PLACEMENT: I A) RIBS AND SPACING , I 61 SLAB THICKNESS I I C) REBAR SIZE, GRADE, NUMBER OF BARS. AND SPACING D)ADEQUATE COVER OVER REINFORCEMENT 2. DURING CONCRETE PLACEMENT: I I I I A)THEPROPER MIX DESIGN ISSUPPLE6 D AND THAT EXCESS WATER NOT ADDED AT THE SITE I B) THE REINFORCEMENT IS NOT DISPLACED - - - J L _ - J C) CORRECT CONSOLIDATION PROCEDURES ARE FOLLOWED - 1 IND V. SPECIAL CONSIDERATIONS FOR SLAB-0N{ORWCONSTRUCTION 1. TREES DR OTHER VEGETATION TALLER THAN FT. OR OF THE TYPE THAT REQUIRES EXCESSIVE AMOUNTS OF WATER SHOULD NOT BE PLANTED WITHIN I I I I 2 20 FT. OF THE FOUNDATION. 2. WHEN EXCAVATIONS FOR SWIMMING POOLS ARE CLOSER THAN 10 FEET TO THE FOUNDATION, SPECIAL DRAINAGE FEATURES SHALL BE PUT N PLACE (SEE POOL I I PERIMETER DETAIL), ALL LANDSCAPING ADJACENT TO THE FOUNDATION, INCLUDING PLANTERS, SHALL BE DESIGNED N SUCH A WAY THAT EXCESS IRRIGATION, I BEYOND WHAT IS REQUIRED TO MAINTAIN PLANT LIFE AND CONSISTENT MOISTURE ADJACENrTO THE FOUNDATION, WILL DRAIN AWAY FROM AROUND THE I FOUNDATION I I 3. R IS IMPORTANT TO UNDERSTAND THAT THE PERFORMANCE OF THE FOUNDATION IS LINKED DIRECTLY TO THE CONSISTENCY OF THE MOISTURE L CONTENT IN THE SOL AND THAT POSITIVE DRAINAGE SHOULD BE MAINTAINED DURING AND AFTER CONSTRUCTION. _ - - - - RrL/1660 P�_AJ w z. DEdP 16EAtyl 4 !If 4 a A25 . SLAB REINFORCEMENT j; AS SPECIFIED ON PLANS SLAB REINFORCEMENT �2d �24'� -24--I 5Y rcFOUR (TYP.) AS SHOWN ON PLANS CHAR (TYP.) 1 1. THE MINIMUM REINF. BEND �pq• EQUAL DIAMETER SHALL BE AS Z SPACES I _ EQUAL FOLLOWS: = LEVELING COURSE _ ) / SPACES (NO SPECIFIC THICKNESS) (2)#4 BARS CONT. \ • ., LEVELING COURSE BAR SIZE BAR DIAMETER 'D' I 6 MIL. VAPOR BARRIER TOP 6 BOTTOM (NO SPECIFIC THICKNESS) #3 STIRRUPS OR VERT. 6 MIL. VAPOR BARRIER q3 3B' 21M' �6� BARS ® 48' O.C. #3 STIRRUPS OR VERT. REINF.�BEAM REINF.@BEAM #/ 1? 3' I (2)#4 BARS CONT. -8 BARS @48'D.C. DETAIL 1 INTERSECTIONS CORNERS #5 518' 33N' I TOP ABOTTOM SECTION -tt4 n CC2 314' 41? / � ci NOTE: DO NOT TIE REINFORCING BARS #fi 1 TO POST TENSIONED CABLES CERTIFICATE OF APPROPRIATENESS LILY Of GRAPEVINE REI_E Pi P..SUUjl�_Z9 DArF T OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION -BRICKLEDGE AS REDD. LEGEND DIMENSION TO BE VERIFIED xx+ FINISH FLOOR ELEVATION CHANGE PLAN NOTES: 1. R IS THE GENERAL 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. FOR FIREPLACES, A PAD SHOULD BE BUILT BENEATH HEARTH TO A MIN. DEPTH OF 12' WITH #5 REBAR @ 12 INCHES O.C.E.W. ON BOTTOM. 3. 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. 4. USE THE ARCHITECTS PLANS TO LAY OUT FORMS. 5. CHECK THE ARCHITECTS PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF SHOWERS. 6. MODIFICATION OF THESE PLANS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER WILL VOID THIS DESIGN. 7. VAPOR BARRIER: (SLAB, PADS) VAPOR BARRIER IS NOT REQUIRED BELOW GARAGES AND PORCHES PER INC 506.2.3 NOTE: WHITWORTH ENGINEERING SUGGESTS CUTTING THE VAPOR BARRIER IN BEAM BOTTOMS TO AVOID POCKETS OR VOIDS BELOW THE BARRIER. 8. FOUNDATION FILL NOTES: (WHERE FILL IS REQUIRED) SELECT FILL SHALL HAVE A PLASTICITY INDEX BETWEEN 5 AND 20. MINIMUM COMPACTION TO BE 96% STANDARD PROCTOR, (ASTM D698); AT A MOISTURE CONTENT BETWEEN -2% AND .4% OF OPTIMUM MOISTURE. 4' THICK CONCRETE SLAB WNO3 REBAR i6' 0.C.E.W. GRADE BEAM DEPTH H = 24' WIDTH B • 12' ALL BEAMS NOT SUPPORTED BY PIERS MUST BE FOUNDED IN 12' MINIMUM OF UNDISTURBED SOIL VERIFY ALL DIMENSIONS WITH ARCHITECTS PLANS PRIOR TO CONSTRUCTION. WHITWORTH ENGINEERING IS NOT RESPONSIBLE FOR PROVIDING DIMENSIONS FOR CONSTRUCTION NOTES: ADD OR SUBTRACT PROGRESSIVE LAYERS OF REINFORCING STEEL AS REWIRED PER DEPTH OF BEAM. SEE DEEP BEAM DETAIL FOR PROPER STEEL RENFORCMENT REWIRED N ALL EXTERIOR AND WITRIOR BEAMS LOCATED INAREAS OF FILL MATERIAL AND OR TREE I ROOT REMOVAL ALL BEAMS ARE TO BE A MINIMUM OF IT INTO UNDISTURBED SOIL. tf- OF TF�\ •: RUS�E11 a N►g.wORTH /itpo mF 82117�0:,���r STV. The seal appearing on this document was authorized by RUSSELL J. WHITWORTH, P.E. 82117 on June 13, 2024 Whitworth Enggi F-3g73neering SLAB -ON -GRADE FOUNDATION PLAN SCALE: 1/8'= 1'-0' NoN: CopyNpa hi- El*M ,y. Inc. M rlya. r.un'.g. N. pen of Ma Er 9 mry b. rePOAuxeE by pNaocapyinp. remMrp or by any olber mean., or atorad. procau ofrenwillsg k or by any coepubr or an= ryp.m. m6hout the pri r dn.. wmM..lon WNeaorM Engkeering. Mc. Copk. &"pw "N .ul... &w mgnamre aM aeaI ne nor v.w. `cuv u SPACES Ql -ADDED PIERS - 4118124 LEELILEVELING COURSE (NO SPECIFIC THICKNESS) 0 - REMOVED PIERS AND INCREASED SIZE - 613124 -6 MIL. VAPOR BARRIER 30 MUL TIPLE REVISIONS - 6113124 (2) #4 BARS CONT. @ IT VERT. SPACING CITY OF GRAPEVINE CONVENTION & VISITORS BUREAU #3 VERT. BARS B 24' O.C, 201 SOUTH MAIN S MCP DEEP BEAM DETAIL 4'-0' MAX. DEPTH