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HomeMy WebLinkAboutCA2020-45A Future With A Past 5 June 2020 James Gravatt 840 East Texas STreet Grapevine, Texas 76051 817 938-2400 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA20-45 COSNAHAN HOUSE, D. E. BOX ADDITION HISTORIC DISTRICT #HL10-09 840 EAST TEXAS STREET GRAPEVINE, TEXAS 76051 This letter confirms on June 5, 2020 the Historic Preservation Commission staff approved with conditions #CA20-45 for the property addressed 840 East Texas Street, legally described as Block 5, Lot 6, D. E. Box Addition, City of Grapevine Texas. The following was approved on this Certificate of Appropriateness: 1. Revised and updated set of plans for construction, including a new covered patio at the rear of the addition; 2. "Don Young" brand aluminum windows in Bronze color, for installation in the new addition; 3. Remove existing asphalt shingles and replace with Owens Corning composition roof shingles in "Estate Grey" color; as per the attached plans, specifications and photos with the condition a permit be obtained from the Building Department. An approved Certificate of Appropriateness is not an approved building permit; a building permit t1s.,/ is not required. Contact the City of Grapevine's Building Department at 817.410.3165 for fees and information regarding permits. Thank you, C �, 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 CERTIFICATE OF APPROPRIATENESS APPLICATION Property Owner Name, Address & Phone Number Phone: Mobile: 7- - t p G Email - Pro ces Address include any suite number Tenant Name/Occupancy/Use licant Name, Address & Phone Number — _ 5 n--x— Phone: - Mobile Email Le ai Descri tion Block --__ Lot Subdivision ��.f3-Q--'4- AI?P - O— 1 A-o Request/Description of Work to Be Done all lip]�!, n` O ?OHO I �--S.h1.:y.slc__£�r��-.c:.r�_.��ti�t���rr�•�'a_[a__>_ c^�N Drawin s/Sketches Attached Photographs Attached �( Yes o No current o Historic Material Sam le s Attached lease list !ce hereby certify that this information is correct to the best of my knowledge and that the Fid�}r d--COn with all submissions herein set forth and in compliance with the City of Grapevine's Historic QmW4"is= Qrdmances and Building Codes. APPROVAL OF A CERTIFICATE OF APPROPRIATENESS DOES NOT R�LO OTHER REQUIRED BU/L P M/TS. yy f: ` Si ned - - ✓ - - - Print Name -JGII� PS ' Owner or Contractor Office Use & Approved- <' Approved with Conditions: Staff H �, Denied - ----------------- Cha --- — _ -- — - Yi51Gr,G Preser r9on CGm vice,^n 5tGYti S r:afion O 5cer Date Jo ZC3 Buldmg oYciar ----- — —� __ .— THIS IS NOT A BUILDING PERMIT. � A SEPARATE BUILDING PERMIT MUST BE FILED A APPROVED BY THE BUILDING DEPARTMENT BEFORE STARTING WORK. DELIVER TO. HISTORIC PRESERVATION DEPARTMENT OFFICE 817-410-3556 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS qs M Account #: 00252085 Georeference: 3150-5-6 Property Location: 840 E TEXAS ST Jurisdictions: 011 CITY OF GRAPEVINE 220 TARRANT COUNTY 906 GRAPEVINE-COLLEYVILLE ISD 224 TARRANT COUNTY HOSPITAL 225 TARRANT COUNTY COLLEGE TARRANT APPRAISAL DISTRICT 06/05/2020 Owner Information GRAVATT JAMES THOMAS 1300 BEAR CREEK PKWY #2522 EULESS, TX 76039 5-Year Value History 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. Year Improvement Market Land Market Total Market Total Appraised t 2020 $192,240 $180,000 $372,240 $372,240 2019 $182,112 $180,000 $362,112 $245,540 2018 $116,014 $180,000 $296,014 $223,218 2017 $117,848 $180,000 $297,848 $202,925 2016 $218,677 $70,160 $288,837 $184,477 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: BOX, D E ADDITION Block 5 Lot 6 Deed Date: 02-07-2020 Instrument: D220033495 Year Built: 1952 Agent: None State Code: A Residential SingleFamily Approximate Size ttt: 1,873 Land Acres ♦: 0.3508 Land Sqft 4: 15,282 Notice Sent: 05-01-2020 Notice Value: $372,240 Protest Deadline: 06-01-2020 ttt Rounded ♦ This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated Exemptions Tarrant Appraisal District 12500 Handley-Ederville Road, Fort Worth, TX 76118-6982 1 817-284-0024 Don Young Co. HIGH EFFICIENCY SERIES Don Young Co. Single Hunk Style VWALAM Win�ws&Doors Thermally improved Aluminum Window Windows$Dows R.VFED "BEST" IN OVERALL QUALITY BY PROFESSIONAL INSTALLERS a` sf .fr � N, .r • A •�, Y. •� � M:n ' � � • ,fit ' . � � ' ' �. � .�f, 14. .t f t v HIGH EFFICIENCY SERIES Single Hung Style Thermally Improved Aluminum window w i-fa N' d h1o ut✓0,11,5 ©(L. (:�,it►LL'S Our high efl cicney series represents the best in energy efficiency and low maintenance for your home. L-1 Since more than 30% of your energy bill can literally go right out the window, a tremendous amount of time and effort has gone into designing this window for maximum energy efficiency and low maintenance - resulting in a quality window that exceeds the performance of other typical aluminum windows on the — market today. Strong, rigid and durable, our thermally improved aluminum windows will give you long term trouble free performance. 0c, DESIGN BENEFITS ENERGY BENEFITS & I SI -Zv • 1 leatiy Gauge Aluminum 20% more than most builder grade windows - this ensures structural integrity even on the largest of windows. • Interior Aluminum Glazing Bead makes it impossible to remove the glass from the outside to gain entry. A good security feature. • Child safe tilt latches prevent children from accidentally tilting in operating sashes - also allows for easy cleaning. • Adjustable self lubricating spiral balances with color coordinated cover ensures years of trouble free operation. • Electrostatically applied paint - a superior paint finish that bonds to the aluminum for a hard smooth finish - available in white, bronze, almond. • One hundred percent thermally improved sash & frames separated by high density polyurethane - greatly reduces heat and cold transfer through the aluminum, significantly more thermally efficient than non thermally improved aluminum. • "F..nergy Seal" weather-stripping allows us to have one of the lowest air filtration ratings in the industry - over 70% more air tight than industry standards. This means no drafts, less dust, and less energy loss for your home. • Swiggle Seal technology used in manufacturing insulated glass is a reinforced polymer with a very low thermal conductivity. This means reduced heat and cold transfer through the edge of the glass unit. All these features make our window energy, efficient and an excellent sound barrier. We promise you'll enjoy, less noise pollution as well as less energy consumption. Don Young Company Locations Dallas (214) 630-0934 Houston (713) 868-1398 Lubbock (806) 747-2181 San Antonio (210) 225-0352 Oklahoma City (405) 947-2000 Don Young Company, Inc. Dallas SOLD TO: 009000 ROCKING J CONSTRUCTION 8181 AMBASSADOR ROW DALLAS, TX 75247 SHIP TO OR JOB NAME: 801 E TEXAS STREET WORK ORDER DYC-DAL DYC Log No: 164500 Gust P.O. No: Date Entered: 04/16/2020 Ship Via: CPU Operator: Chris Ellison Item Stock Quantity No Number Ordered Width Hei ht CMR Unit Price Amount 1 8226 2 36 72 42 291.60 583.20 r > DescriptioNFs Z. ALUM, S.H., DSB- Top: SC Low-E/Clear - Bottom: SC Low-E/Clear, Charcoal 1/2 Fiber, F/S, Argon, Nail r Item Note. MK: 9&10 U-FACTOR .42 SHGC .22 _-- NOTE: PLEASE INDICATE IF WINDOWS ARE TO HAVE MUNTIN BARS, OR NOT. QUOTED WITH NO BARS. ALSO PLEASE INDICATE IF ORIAL SASHES ARE WANTED OR EQUAL SASH, ORIAL IS QUOTED. 2 8126 \ — �1�� 36---' Description: BRZ. ALUM. SING. SLIDER, DSB - Left: SC Low-E/Clear - Right: SC Low-E/Clear, Charcoal 1/2 Fibe X-0, /S, Argon, Nall Fins Item Notes: MK: 11 3 U-FACTOR ..41 SHGC .23 - l NOTE: PLEASE INDICATE FROM OUTSIDE LOOKING IN WHICH WAY THE MOVING VENT SLIDES. RIGHT - LEFT (OX) OR LEFT -RIGHT XO). 0 146.40 146.40 Description: BRZ, ALUM. P.W., DSB - SC Low-E/Clear, F/S, Argon, Nail Fins, Special Size Item Notes: CERTIFICATE OF APPROPRIATENESS MK: 11 CITY OF GRAPEVINE RELEASMD U-FACTOE .38 Pi1RSU �q �A r �� SHGC .25 DATE P RTMZVENT p *OM DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION Don Young Company, Inc. Dallas SOLD TO: 009000 ROCKING J CONSTRUCTION 8181 AMBASSADOR ROW DALLAS, TX 75247 SHIP TO OR JOB NAME: 801 E TEXAS STREET WORK ORDER DYC-DAL DYC Log No: 164500 Cust P.O. No: Date Entered: 04/16/2020 Ship Via: CPU Operator: Chris Ellison Item Stock Quantity No Number Ordered Width Heiaht CMR Unit Price Amount 4 8316 1 36 60 0 234.24 234.24 Description: BRZ. ALUM. P.W,, DSB - SC Low-E/Clear, F/S, Argon, Nail Fins Item Notes: MK: KITCHEN U-FACTOR .38 SHGC .25 NEED NAIL FINS ON TOP, LEFT, AND BOTTOM, THIS IS PART OF A TRIPLE UNIT. 5 8316 1 48 60 0 263.52 263.52 Description: BRZ. ALUM. P.W., DSB - SC Low-E/Clear, F/S, Argon, Nail Fins Item Notes: MK: KITCHEN U-FACTOR .38 SHGC .25 NEED NAIL FINS ON TOP AND BOTTOM, THIS IS PART OF A TRIPLE UNIT, 6 8316 1 36 60 0 234.24 234.24 Description: BRZ. ALUM. P.W., DSB - SC Low-E/Clear, F/S, Argon, Nail Fins Item Notes: MK: KITCHEN U-FACTOR .38 SHGC .25 NEED NAIL FINS ON TOP, RIGHT, AND BOTTOM, THIS IS PART OF A TRIPLE UNIT. 7 OP-MULL1 2 0 60 0 9.45 18.90 Description: STD. 2-PIECE MULLION - ALUM,, Bronze CERTIFICATE OFAPPROPRIATENESS CITY OF GRAPEVINE Item Notes: RELEASE NOTE: THIS IS A 2 PCS MULL SYSTEM, PREMULLING IS NOT AVAILRBREU%DP CA _ DATE_____ O TMENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION Don Young Company, Inc. Dallas SOLD TO: 009000 ROCKING J CONSTRUCTION 8181 AMBASSADOR ROW DALLAS, TX 75247 SHIP TO OR JOB NAME: 801 E TEXAS STREET WORK ORDER DYC-DAL DYC Log No: 164500 Cust P.O. No: Date Entered: 04/16/2020 Ship Via: CPU Operator: Chris Ellison Item Stock Quantity No Number Ordered Width Height CMR Unit Price Amount Taxable: 1,674.90 Customer Discount (0.000%) 0.00 Other Discount (0.000%) 0.00 Tax (8.250%) 138.18 Non Taxable: 0.00 Order Total: $1,813.08 CERTIFICATE OFAPPROPRLATENESS CITY OF GRAPEVINE RELEASED PURSU TA A 5 DATE b 8Y q� D P TMENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION ET.I.I'Addition QUARE FOOTAGES oor 1887 SO. FT. rch 32 SO. FT. 1919 SO, FT. EXISTING FLOOR PLAN SCALE: 1/8" = 1'-0" RECEIVED CERTIFICATE OFAPPROPRlATENESS CITY OF GRAPEVINE RELEASED PDATEZ T TL ENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION LANDMARKED PROPERTY FLOOR PLAN LA NDMARKIED SCALE: 1/8" = 1'-0" NOTES: 1. ALL PLANS ARE TO BE COMPLIANT WITH THE 2019 IRC, IPC, & IMC PROPEDTy 2. WIND BRACING REQUIREMENTS ARE TO BE COMPLIANT TO THE 2019 ENERGY CODE. SQUARE FOOTAGES Upper Floor 2062 SO. FT. Garage 549 SO. FT. Front Porch 32 SQ. FT. Total Addition 2643 S FT. RECEIVED JUN - 5 1020 :ERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE FURS RELEASED� DATE) BY ENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION WINDOW SCHEDULE 1. 3030 SH EXISTING TO REMAIN 2. 3040 SHMULL EXISTING TO REMAIN 3. 4040 SHMULL EXISTING TO REMAIN 4. 3040 SHMULL EXISTING TO REMAIN 5. 3030 SHDL EXISTING TO REMAIN 6. 3860 SH EXISTING TO REMAIN 7. 060 SH EXISTING TO REMAIN 8. 060 SH EXISTING TO REMAIN 9. 060 SH 10. 060 SH 11. 030 SH VERT SLIDER 12. 4010 FIX DOOR SCHEDULE 1. 3068 2. 2068 3. 2068 4. 2468 52-2068 DBL DOOR 2668 L8.7.* 2668 2-2068 DBL DOOR . 2458 10. 2868 11. 2868 12. 2868 1—HOUR RATED 13. 2-2068 DBL DOOR GLASS 14. 2-2068 DBL DOOR GLASS 15. 2-2068 DBL DOOR 16. 2468 POCKET DOOR 17. 2468 18. 4068 BARN DOOR 19. 16070 GARAGE DOOR i 12 L 121 E _ _ 3 x2� E� O �o W F W W Q"' N O Ld 00 C7 0 Q 1J EDWARD & ISAAC DESIGNS LLC. 5017 NASH LANE FORT WORTH, TX 76244 OFFICE: (214-3954688 ISSUE DATE 06.03.2020 DRAFTSPERSON MEM PROJECT NO. PLAN NUMBER 1384 SHEET NUMBER A-2 REAR ELEVATION SCALE: 1/8" = 1'-O" 8, PL. 5:12 PITCH COMPOSITION SHINGLES 5:12 PITCH COMPOSITION SHINGLES 8' PL. _ ------_------ =�_-_- - __=�__== _ __-__-_- =___= = = n� _ _-___-_' _ _ __===_- =___�-_--- =__=_=� ----_-_=_=-_ --_- ----------- _'_ _ _== __ _ __ ______ _ ___--_-- FRONT ELEVATION 4:12 PITCH COMPOSITION SHINGLES LEFT ELEVATION SCALE: 1/8" = 1'-0' 4:12 PITCH CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEAS�ED� ������ PURS T �C3,_-�_ DATE BY Wp �, ENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION 71179 c E'a AU= 1 ��w �'Q99=mac 0 d zW I--i H W W N oo U~ O Q 1.� EDWARD & ISAAC DESIGNS LLC. 5017 NASH LANE FORT WORTH, TX 76244 OFFICE:(214-395-4688 ISSUE DATE 06.03.2020 DRAFTSPERSON MEM PROJECT NO. PLAN NUMBER 1384 SHEET NUMBER A-3 RIGHT ELEVATION SCALE: 1/8" = 1'-O" RECEIVED JIUN - 5 IESS WIT Lw utvwEVINE ROOF PLAN RELEASID r J� SCALE: 1/8" = l'-0" rURS 1 CA BY DATE � ��- ENT OF DEVELOPMENT SERVICES ag og BE a�dNo 10 �3y� aiH0- 0 �H d W w W N W 00 C7 0 0 a 1� EDWARD & ISAAC DESIGNS LLC. 5017 NASH LANE FORT WORTH, TX 76244 OFFICE: (214-3954688 ISSUE DATE 06.03.2020 DRAFTSPERSON MEM PROJECT NO. PLAN NUMBER 1384 SHEET NUMBER A-4 CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION RECEIVED 848 E TEXAS 840 E TEXAS EXISTING ELEVATION 834 E TEXAS SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-0" FRONT ELEVATION SCALE: 1/8" = 1'-0" LANDMARKED PROPERTY CERTIFICATE OFAPPROPRLATENESS CITY OF GRAPEVINE RELEAS PURsu r CA o - �� DIATEtt77EE ENBY _ C T OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION JUN - 5 7M, o. T kn O rn H v� W d H W W vi O W of 000 0 Q 1J EDWARD & ISAAC DESIGNS LLC. 5017 NASH LANE FORT WORTH, TX 76244 OFFICE:(214-395-4688 ISSUE DATE 06.03.2020 DRAFTSPERSON MEM PROJECT NO. PLAN NUMBER 1384 SHEET NUMBER A-5 840 E TEXAS DRIVEWAY AREA 1540 SIDEWALK AREA 264 PATIO AREA 192 TOTAL FLATWORK AREA 1,996 TOTAL IMPERVIOUS AREA 5057 IMPERVIOUS PERCENTAGE 34.18% 840 E TEXAS ST. i SINGLE STORY RESIDENTIAL TOTAL HVAC AREA 2065 GARAGE AREA 511 FRONT PORCH AREA 32 TOTAL COVERED AREA 2608 STORAGE BUILDING 453 TOTAL PAD AREA 3061 LOT WIDTH 79.97' LOT DEPTH 185.01' LOT AREA 14,795' LOT COVEREAGE% 20.69% z._ 78.8T NORTH CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED PURSUANTT9 ! ATE BYPh I— - ENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION RECEIVED JUN - 5 l??o A `22 c 0 QW w> ui mQ ui o � oo C7 O O 1� EDWARD & ISAAC DESIGNS LLC. 5017 NASH LANE FORT WORTH, TX 76244 OFFICE:(214-395-4688 ISSUE DATE 02.26.2020 DRAFTSPERSON MEM PROJECT NO. PLAN NUMBER 1384 SHEET NUMBER A-6 NEW SITE PLAN SCALE: 1" = 20'-0- TO BE 2 6's w z4'— UNLESS OTHERWISE NOTED RAFTER LAYOUT • SCALE: 1 /8" = 1'-0" �.. a VALLEY IIEI�ERS TO BE DID SIZE LARGER THAN RAFTERS F2:E t BRACE TO MEET LOCAL CODES Di6'a W/ nJRR STRIPS RECEDE EXISTING TO REMAIN 'ATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED PURSUANTjf0RT d By W DATE o aY Wig 1� D r ENT OF DEVELOPMENT SERVICES 0 �H �w w N O w Ir 00 0 0 a 1� EDWARD & ISAAC DESIGNS LLC. 5017 NASH LANE FORT WORTH, TX 76244 OFFICE: (214-3954688 ISSUE DATE 06.03.2020 DRAFTSPERSON MEM PROJECT NO. PLAN NUMBER 1384 SHEET NUMBER A-7 CONTACT (BUILDING INSPECTIONS FnPP t'c',?kVT INF'ORMATu?N WLW"A AT, PPEY)TY l� RO CEILING JOIST LAYOUT FRA AM BRCS TO TLCALU. �e un � ro utEr iauL caEs SCALE: 1 /8" = 1'-0" ALL BEMIS ro BE .2 Sm rn Uaa RECEIVED APPROPRIATENESS tin Y OF GRAPEVINE RELEASED Pi1RS�T(ADNTEBY biT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION J U N - 5 T17�1 d3 05 c=�r5� 7 N O t` � H dzW F-+ W W N o 0 00 C7 0 a 1� EDWARD & ISAAC DESIGNS LI.C. 5017 NASH LANE FORT WORTH, TX 76244 OFFICE: (214-395-4688 ISSUE DATE 06.03.2020 DRAFTSPERSON MEM PROJECT NO. PLAN NUMBER 1384 SHEET NUMBER A- 8 FLOOD LIGHT T ELECTRICAL PLAN �.. SCALE: 7/8" = 1'-0" PROPER CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEAS,�D PURSU;Tkl q o',<DATEBY/DIC ENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION RECEIVED HEADERS S BUILDING WIDTH C (MEASURED PERPENDICULAR FOR EXTERIOR LOAC ROOF AND ROOF, CEILING AND I CEILING ONE CENTER BEARING FLOOR 4 3'-6" 6 5'-5" 4'-6" 8 6'-10" 5'-9" - 0 [OPENINGS 8'-5" • 7'-0" • 2 9'-9" • FOR INTERIOR LOAD ONE FLOOR ONLY 4 5'-1" 6 4'-6" 8 5'-9" 0 7'-0" » 2 8'-1" OR NON-LOADBEARING WALLS A SING NOT EXCEEDING 8' IN WIDTH TO THE PARALLEL NAILING SURF • DENOTES 2 JACK STUDS REOUII '• DENOTES 3 JACK STUDS REQUI MINIMUM 2X6 HEADER ON FIRST FLOOR MINIMUM 2X8 HEADER ON FIRST FLOOF MINIMUM 2X6 HEADER ON SECOND FLOC FLOOR PLAN SCALE: 1/8" = 1'-O" )PRIATENESS CITY OF GRAPEVINE RELEASED DATE MPENT BY A PURSU!OF DEVELOPMENT SERVICES CONTACT ISUILDING INSPECTIONS FOR PERMIT INFORMATION RECEIVE`V JUN - 5 ift,711, 37-T 1 15'-16' l 16-11, 1 �—---------- ---� ---- ---------- I I I I I I I I VARIES I I I w I I I y I I I I I I I I I I I I I e 1 I 1 S7 I I — — — — — — — — - ------------- I I I I I I I I I I I I I I CONCRETE SLAB SHALL BE STHICK I I I I RENFORCEowR11rJ�1socEacxwAr I I I I I I I I I 4 ST t eat I I I r-----------------� -------------- LANDMARKIED A ? PROPERTY ( �. FOUNDATION PLAN V4„ = 11_01. ,- $4 (2-0,2-0) TO MATCH BEAM LONG DINAL BAR LOCA nONS (TYPICAL) GRADE BEAM REINF i (REF SECTIONS) TYP GRADE BEAM CORNER BAR DETAIL NTS DRILL AND CLEAN HOLE. GROUT DOWEL w1 HIGH -MODULUS, HIGH -STRENGTH, EPDXY BONDING ADHESIVE MEETING ASTM G881-90 TYPE 1 11 IV OR V, GRADE 2 OR 3 EPDXY BONDINGADHESWE. FOLLOWALL MANUFACTURER'S RECOMMENDATIONS. jDRILL HOLE 114'LARGER I� THAN DOWEL - DIAMETER 3, TYPICAL EPDXY GROUT DETAIL NTS A, NEW SLAB AT GARAGE 5" THICK REINF W R3glE OC EACH'WAY I ANCHORS @48- OC t — SLOPE SOIL AWAY_ FROMHOUSE •ter -s - REINF OR BM wI _ (2)#5 TOP 8 BOT8 43 STIRR ®24 � o I VAPOR BARRIER j y (REF GENERAL NOTES) 4 SECTION i _ �,-0" r f3 HAIRPINS@17 OC 1� w1 (2) f4 TOP S SOT. (HOCK. BARS EACH END) L. i- •.I REFADJ ;, J •- 1 SECTIONS FOR GR r i BM REINF INFO <; NOT REPEATED -4 � �___��"•_-ram'. i1 WIDENED GR BM AT FIREPLACE 1 T ) ,SECTION I f— SLOPE 1y !3(7YP) • /p'_ REINF GR BM w/ � ; �,• .� $3STPOPSBOTd - f35TWR®2a ) Y� { I �J •.-- VAPOR BARRIER • ii I 'j' (REF GENERAL NOTES) �r �� , R� r•y •'I IL M@12 EA WAY a 8 SECTION 1„ = 1,-0„ A sacs mPod was natavaaWebrthistlsiyk. Hal Engnears kl v based ar4sgn m gereml biwrkdge dsala n the area. This dsgn assumesthw owrw is aaetleta rg adds Thedapon iswhjeeee differential mbremem tlue b the adenMn9 Sails. The tau tatian nos been � dea ged at have pe Strength b SWPm the desgi bads ham the atnrdae, and ro* to Iderae aftidpeed.1 movennent h—a, Kd kbe mcstood that—euc cracks may mar r Una rpaior find. er Scoria, —due b the erpasive nature d the scb b the area. CARE SHOULD BE TAKEN TO FIRMLY COMPACT THE SUBGRADE PRIOR TO PLACING CONCRETE TO MINIMIZE POST CONSTRUCTION SETTLEMENT. U. consnldim is—Pleapo , d e mpabm b vice PW draffKW away ham the bldg. and mamain Assam aebtae beM—Wet ad dry— sinter tondwnae salt nrnarenls VAPOR BARBER --y (REF GEN NOTES) - T.6 5 SECTION GENERAL NOTES n BUILDING CODE: jUN _ - 1 Tina Preiect has been dsgred b meet the requremm6s dt Mbwn; 20DB InaTebutal Rsdartral Code 20121nlernatiaW ResiAxroal Cade 20151nhnaDaW Residential Code 20181nbn1NPnS0 Reacemial Cade GENERAL The bwgation plans are sdRmatcand i end t for the Mnary Mp Sa of gen Wit the laudation alb N IoMb-, Nre, and h nfaarnerd The General Cmbadashan verify aA edge lam wt rg dimensions s wed as pe MAW d eleation awges, off-SNS, brick ledBaS. arid "c'-tea with hearditwhal plans Pna to carmen rig cerstrucDon Notify our Potential CMbcts win methaic. NBC". a ardateM al ibms aid structural BUILDING PAD SUBGRADE PREPARATION: bKhs. P�� v�Sgabbm mots, did mnstrucom debrs and orga- bpad b a degh d 6 slbgade kan9 a heavy peunatic tire0 mtlen.baled oump truc, . a ipr pace dequipnend wegHng appometey 25 bs. Rework any soff spots ware &-Led to p-ce a fine and.themns2 stlable heedabm. After the suhgrade has been=Mded and broghs to pe final pad elevation, i e the entire budding pad with a 10 it Khanylme slue[ Pce6ve drainage mud be povded—' fmm the ShLCtM be prevenn PDrdn9 of wale, m the Select M, dung and fielmng-InKam. CONCRETE: Unless ndad orenwise, all atnaele shall be=Mal Wegh(, with a maumum aggregab sae of 1', a madman slump of 5•a 28 day m presive strangm equal to 30M psi. AI cast walk Ns7 omlam to tle reglmenrems dire hest a5tian daC1307 Spedfiration IorSrnAnal Cmvele ard gCI378 Building Cade RaWmnen6 fa Strudurdl Carjea alas road otherwise to pe Catrad Daarnenlls. Cmaefe ma desgs shall be prepared by a gjgW feeling agency a matwW supplier n —darcewrh ACI 318. Contractor to Submit mc, designs far Path xnaetee stenigr and ima'dal we far nevi ex by the Eq— pule Placemem UrdesS I&SIed m d2vu19s,—SKS beam wa1 SW- ale not desgnea br mrt h bon an ascl lateral earth passures. Pnwide temporary baceg as r 7uirad IP ,as damage from herd pressures from Senn MI Mambos a aWne l Skrdege bads. Plvmend Of Sleeves aopenhgs Vcagh beans la not pmndad UMESS udicaed on the stnbhml dr^ gs a approved m wrilmg Imrn the Am)W REINFORCING STEEL RN bmng steel Sfee be newdelon neJ t W Neel mnbnning 10ASTM A615, Grade 60. Delading of redatrtg Ned arid SPP—nes Shay aXdorm to ACI 315. Requced minirman head ng— Ear Formal Grade Beans 1117 top, 6 Sias. Y bnbm Slabs m Grade 3'botdern Lap a0 renfe—g barspks 30 ben dametns m Z-T whd a b greater umes naed othwwiSe Rerpadng elan legend a'4(2401-0)@12 (2-02-0).._._Lag, d berfmn bard to bad @12—...SpS.N (bars alength d ben ban bad toed WALL BRACING: Wyss Shear wals are shown on plan. "cat wall baring "I be a¢anpished Per the Cart—Shashag Merin se Spa led th Ite Iman ibnnal ResdardN Cade. Section R602104. Was shash g shalt be PYNODJ a One's Strand Bead APA-RATED EXTI ahath irxla0ad b—dace win to bast APA—rre-&aPtt for wall m hucpon. Provides mmmm 7116'rbk well shearing. Pr —le a mammon 1/9'space DNWeen panels along a0 edgs unless noted dherwtse by panel manulveer. Unless indeed onenwise, nai sheaaN wl Bd aYnmm mils @ 6' o.c along panel edges and @ 17- along inennedete ft-N mmbm Apmealy, nad Shearing with 16ga X 1 Y4 Naples at 3" spmng along pens' edges ard 6- spapng ak'g imemKdlate suppafs. CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED PURS T ��o ��qp -4- T BY ENOF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION REINF GR BM w/ (2)a6 TOP 880T5 DRILL BEPDXY 03 S IBR @24 GROUT#3.3-0@24 EXISTING --► PIER M BEAM FOUNDATION 11 SECTION 10- 7 �n•�jLL+LA �— (2)M5CONT L .11 EVGI,4EEB11G. IVC, 1055prdes Dnve Fm Worth Texas 76126 TBPE Tam No. FI3825 1817) 7134977 II REVISIONS II I- W U) 0 Z A A a z O a 0 Z 0 O LY. h 0 W W� Uw w Z_ Hw W wen ox 05 (D R pi NFABERT �•% ,._..�._..._._. Y 2� 5. 24.20 DATE: FEBRUARY 26, 2020 JOB No. 2020.058 SHEET NAME: FOUNDATION PLAN, NOTES & DETAILS SHEET: S1