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Home My WebLink AboutRMISC2025-003069RECEIVED: 8/5/2025 25-003069 DATE OF ISSUANCE: — P 17 2025 3017 SWEET BRIAR DETACHED GARAGE PERMIT #: 25-003069 BUILDING PERMIT APPLICATION ELECTRONIC REVIEW ME WAVL• OUINI' t L"r_1111 V tYtlNpt Vlf tr t'N't,luv L'IluW, 3017 SWEET BRIAR JOB ADDRESS: LOT: IU BLOCK: —3) SUBDIVISION: BUILDING CONTRACTOR (company name): cvs6rn 4 mn&s CURRENT MAILING ADDRESS: Mk W . IV/`4_ ,, N+ Vkw CM7STATE/ZlP:�n0,V1ACTX 7hQ5t PROPERTY OWNER: MACfkAl hh ' IaS CURRENT MAILING ADDRESS: —MIJ 5we l \�. r•�af 5�.. CITY/STATE/ZIP: I J( -7 h061 SUITE ## PH: #817-520• 453b Fax #-W/tA PHONE NUMBER:CI&IO-1(01-.:791 PROJECT VALUE: $46, 000.00 FIRE SPRINKLERED? YES WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC K PLUMBING DESCRIPTION OF WORK TO BE DONE: bjw bvlx� 6AQ-6chQb gom- ►Ar USE OF BUILDING OR STRUCTURE: P-kkiN NAME OF BUSINESS: Total Square Footage under roof: t NO >< MECHANICAL Square Footage of alteration/addition:'t-''- Qt I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number. (Not required for 1 & 2 family dwellings) ❑ I hereby certify that an asbestos survey has been conducted for this structure In accordance with the regulatory requirements of the Texas Department of Health. (REQU(RED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the beat 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 PROFESSIONAUOWNER IS RESPONSIBLE FOR OBTAINING SUCH APP O AL M THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: n SIGNATUR PHONE #. —leiO Zia- 57� 5 EMAIL: int. ❑ BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO HE COMPLETED BY THE BUILDING INSPECTION 11EPARTMENT Construction Type: \/O ] Permit Valuation: $ Setbacks Approval to Issue Occupancy Group: _ 3 Fire Sprinkler: YES NO J Front: Electrical I/ Division: ] Building, Depth: _ f Left: Plumbing X _Zoning: Building Width: Rear: Mechanical Occupancy Load: Grease Trap Right: Hood K Plan Review Approval. ate: Gy//O/ZS-tBuilding Permit Fee: Site Plan Approval: �' Date: Plan Review Fee: Fire Department: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availability Rate: Health Department_ _ _ Date: Water Availability Rate: Approved for Permit; Date: Total Fees: Lot Drainage Submitted: Approved: ] Total Amount Due: 956.25 P.a sox x,,a, c4wacvna:. nc moae ro17) 410-3166 o, a AP., City of Grapevine Building - Residential PO Box95104 Accessary Structures Grapevine, Texas 76099 817) 410-3166 Project # 25-003069 Project Description: Construct 811 sq it Detached Garage [ELECTRONIC REVIEW) Issued on: 09/1712025 at 3:25 PM ADDRESS 3017 Sweet Briar, Grapevine, TX 76051 LEGAL Trail Lake Blk 3 Lot 10 S PERMIT HOLDER Coby Minton Eclipse Construction (469) 450-1031 COLLABORATORS • Coby Minton Eclipse Construction (469) 450-1031 • Coby Minton Eclipse Construction (469) 450-1031 OWNERS • Marshall Stiles INSPECTIONS 1. Building Setback 2. Building Foundation/Footing 3. Building Framing 4. Building Bracing / Sheathing 5. Building Wall Tie Inspection INFORMATION FIELDS **APPLICANT NAME (Individual) **APPLICANT PHONE NUMBER. VALUATION Square Footage * CONSTRUCTION TYPE * OCCUPANCY GROUP DOCUMENT - LOT DRAINAGE PLOT PLAN (CITY STAFF USE ONLY) DOCUMENTS MISC 01 DOCUMENTS MISC 02 DOCUMENTS MISC 03 ZONING DISTRICT APPROVED TO ISSUE ELECTRIC APPROVED TO ISSUE MECHANICAL APPROVED TO ISSUE PLUMBING 9 6. Building Energy Code 7. Building Termite Verification 8. Lot Drainage inspection 9. Building Final Coby Minton 940-299-5775 75000 811 VB R-3 25-003069 - Approved Lot Drainage.pdf 3017 Sweet Briar - Permit Application.pdf CONSTRUCTION PLANS.pdf 3017 Sweet Briar - Drainage.pdf R-7.5 YES YES NO FEE TOTAL PAID DUE *Building Permit Fee (Value) $ 956.25 $ 956.25 $ 956.25 TOTALS $ 956.25 $ 956.25 $ 0.00 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 Page 1/2 MYGOV.us 25-003069, 091I 2025 at 3:25 PM Issued by: Courtney Cogburn Corlsolidated RKINVOaCImsNT September 29, 2025 ALL CHANGES REQUIRE APPROVED PLANS SHALL BE APPROVAL OF REVISED KEPT ON JOBSITE AT ALL TIMES Eclipse Custom Homes PLANS John Chavez SEPERATE PLU MBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. Re: 3017 Sweet Briar Street Grapevine, TX To Whom it May Concern: The foundation for the above referenced project was designed using current engineering practices and site -specific geotechnical data. The design complies with recommendations set forth by the Post -Tensioning Institute (PTn 3i° Edition and/or specifications stated in the 2021 International Residential Code. Please contact us if you have any questions. Sincerely, ALAN GOLIGHTLI Bt471 - Alan Golightly, PE F-4031 CJ:tl� A.tf -i:ild~P.MRS MONDAY-SATURDAY ONLY NO WORK PERMITTED ON SUNDAY AUSTIN BELTON/FEMPLE 13MI Avenue K 2016 S. Highway Blvd Anon= TX 78728 Belton, TX 76513 p (512) 251-t044 p. (254) 9394888 f. (512) 251-0681 f (254) 939-0823 CONTRACTOR SHALL CALL FOR INSPECTIONS (817) 410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. f� Cm OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CT' APMOVRI PI AN S HI K FPT ON THE IOH SITU AT ALL MES. 1010912025 BY: ARNOLDO RAMIREZ TSBPE: I48H BUILDING INSPECTION DIVISION_ RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. SAN ANTONIO DALLAS/FT. WORTH 464 Rodeo Drive 4329 Clay Ave Spring Bunch, TX 78070 Haltom Oty, TX 76117 p. (210) 657-2741 p.(917)577-9444 f (210) 657-0764 IF (817) 577-9949 Foundation Maintenance and Care for Homeowners Yom new name aas beta constructed using a concrete slab -on -grade foundation. This is the most used type of foundation system in Texas. This type of foundation can be reinforced with conventional mild steel reinforcing, post- tensioned tendons, or a combination of the two. Most builders in the area use post- tensioning, along with some conventional reinforcing. All slab -on -grade foundations are designed to sit on top of the ground and float or flex with movement in the bearing soils. The foundations are built with a certain amount of rigidity; however, they are allowed by normal design parameters to deflect and bend a certain amount- Typically, foundation movements are caused by some change in the bearing soils beneath and directly surrounding the boom. the most critical "changeable" factor in the sub -grade soils is the moisture content. This is important because most of the clay soils in the Central Texas area are "active", that is, they have an electromagnetic attraction for water and swell or heave upward when they can absorb water. On the other hand, these clays shrink and subside when they become dry. Thus, it is said that to stabilize and control the movement of clay soils, it is necessary to control their access to water. If the moisture content under the foundation is maintained in a stable condition, the foundation itself will tend to be more stable, and deflection in cracking in the walls of the home should be mimmized. When a home is constructed, the moisture content of the snit beneath the foundation is fairly uniform and evenly distributed. The slab foundation acts as a lid or covering, and protects and stabilizes it, except at the edges. Around the edges, swelling or subsidence can take place, depending upon environmental influences. If the soil outside the forandatron along the perimeter is not well - drained, rainwater, sprinkler water or other irrigation water may puddle and slowly saturate the adjacent soil under the foundation. The saturated soil will swell and heave upward, causing "edge lift. On the other hand, if watering is neglected, and the soil is exposed to summer sun and hot breezes, the soil will dry out, shrink, crack visibly, and subside, causing "edge drop" or "center lift". Either of these conditions may progress to the point where the foundation of the home is deflected, and the frame structure above is distored and develops severe cracking. It is important that as a homeowner you realize that your foundation is more than just inert, passive concrete and steel. It is an element that will respond to changing conditions, and it needs understanding and maintenance if it is going to give satisfactory service. The following are several recommended procedures, which will he helpful in this regard: 1) Be certain that the yard around the house slopes away from the foundation. Any standing or pending water next to the foundation can cause undue unnecessary soil and foundation movement. Be sure the builder has sloped the yard for good drainage and that all drainage swales are working. A 5 % slope is now recommended by the International Residential Code. (5 % equals a 6-inch drop in 10 feet) 2) Even and consistent watering should be performed regularly and increased during dry or "drought' periods. Watering should be done around all sides of the home. If a sprinkler system is installed, it should water the entire perimeter. Zoning the system is recommended where over -saturation might otherwise occur along various portions of the home. During dry periods and if it is intended to water only the foundation, a soaker hose laid approximately IS" from the foundation can be allowed to drip moisture slowly into the soils several hours a week This procedure has been used successfully. (How much water is enough? The answer is that soil should be damp to the touch and should be able to be squeezed into a ball, which will retain its shape. If the soil is hard or dusty or cracked, it is too dry. Bit is saturated or "squishy", it is too wet.) 3) Trees and shrubs can absorb large quantities of water and their root systems can undermine your foundation. It is typically recommended that new trees be planted more than 1/2 the canopy width of the mature tree away from the foundation, but no closer than 20 feet. Existing trees adjacent to the foundation should be removed. The larger the tree, the greater the threat. Deep planter beds filled with absorbent planter mix soils should not be placed adjacent to the foundation. 4) It. is recommended that you check for leaky hose bibs and air conditioner condensation drainpipes which could induce localized water into the sub -grade. 5) Gutters can typically be used to help prevent roof -rim -off from dumping concentrated quantities of water into the ground at re- entrant areas and roof valley locations. Homes with gutters should have downspout extensions and splash blocks and the systems should be cleaned regularly. The splash blocks should not direct the flow into planter beds. 6) Be aware that alterations and _.,,.-,..W.,..., .,_..i as new landscaping, addition, pools, decks, sidewalks, etc., can change the drainage patterns of your home and could reduce problems if area drainage is not property addressed. Note changes in surrounding of adjacent lots since additional water could be directed at your residence. 31 2 8. 8 SP @ 3'-9 q"= 30'-2" 8.. se o a * O O 33' L I 00 _ _ _ _ _ r _ _ _ —� 00 � t2B/51.0 A, IM. 12B/81.0 — — — — — — 00 e srez.o III II I RETAINING WALL7 5182.0 RETAINING W a c c • O a O O c O • q• NOTE: THE CONTRACTOR SHALL VERIFY ALL DROPS, DIMENSIONS, AND BR CK LEDGES, IDO NDT SET FORMS OFF OF FOUNDATION PLAN,I ANY DROPS ADIUSTED IN THE R ELD TO AN OVERALL HEIGHT GREATER THAN 18' WILL REQUIRE REVISED PLANS CONTRACTOR TOVERIFY ANY ADN ALL SUBGRADE PREPARATION TO BE PERFORMED AS INDICATED IN THE GEOTECHNICAL REPORT FOR THIS PROJECT. MS PANS AND SPE(&I "S ARE M— PNIPERTY a M W0 w1Y (MY BE — CA. - TE 5NG£ Slit . Lot LOCATON MP W. MY WE IA6Wm Q a#V.P M.% WE COM'E1ID TOR M NTTi M 6 WE fWIS. ME RfPM01KRCN p RPM OF ME %A115 YID AT WY aMN -ATO Pi fM WY OTER fUWD3 15 STECRY fRg11NTD. DEPARTMENT OF EKGINEERI-K ESTD 1978 WWN.CRITEIN M. VV TA IIRM REa.MO.1-1 (TT!)61I.T9M ro w `=�o_ ALAH Y TENDON U ... 81471 ..... � 912912E & 4,a a��° O.,aPw TE— E aox, VAPOR BARRIER � \ SLABTENDON �" O"1Bf^N TP'sox, xoausrexsax ��G •�•aew^TExoou,,aua rausax ONE ORTWO a� OO.zeE.Wl TEusax, xo euTTfxsax BEAM TENDONS REF. PLAN _8 P F \ SLOPEEXTERIOR- ^ Qla 0 W GRADEAWAYFROM i w W BUILDING, TYP. - \ A4624" 1--' z m u N or !. Q 2 b j3 k j ° 2- M's CONT. $ S.5 ? I J 0Q9 W W a �a °• �Bw W d o 5 .° 9€ 'g USES -CD w (W « cM BEAMWIDTH , REF. PLAN ` CONCRETE INFO EXTERIOR BEAM UP TO 4'-0" c w (APPROX) ®WITH DROP BRICK LEDGE g E 2 SCALE: 3/4"= 1',0• � � c � y VOLUME: 2rj YRDS U LL J b Q INT. FOOTAGE: 103 LF i a D1OS EXT FOOTAGE: 110 LF B> ANE a E SLAB AREA: 813 SF '$�V a¢ BEAM NOTE 1. ews NWM toll wL CRY OFGRAPEVOIE Q � ENTTIW EfeJLt mm 3O—MN' THIS PAGE RELEASED FOR CONSTRUCTION bHD O NTram aus WN nn wN. RELEASEDOES NOTAUTHORIZE ANY WORK IN CONFLICT > ma REVISION NOTES WITH THE BUILDING CODE OR ZONING ORDINANCE CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE ATBa�1 D1 REMOYE PIALL TIMES 10109/2025 Q$BY: ARNOLOO RAMIREZ TSBPE: IJ898 (n �� FOUNDATION PLAN BUILDING INSPECTION DIVISIOND RELEASE DOES NOT APPLY TO CONSTRUCTION IN Q < SHEET EASEMENTS OR PUBLIC RIGHT OF WAY J '� SCALfl I NOTE: SOIL WAIVER SIGNED `S1'0 ALL CHANGES MUST BE APPROVED. 1 DRAWN BY: BING JOBNUMBER. SLOPE EXTERIOR y 51/F GRADE AWAYFROM M 1 BUILDINGTY ,TYP. I a 33 kk n cor w GGGG=¢ goC � �rZO \ • \ 5xe" NOTES AND SPECIFICATIONS x`+I DESIGN ,`�• �F, jF SLOPE EXTERIOR f° PI 1. Thle design le bend an acoeptabla englnsaring pmtllcospar 1P"•• GRADE AWAY FROM -7Z. _ u� requlrememe of PfI, BRAS report 033 Mi. IRC and ACl 318 and SLAB TENDON SLABTENDON SLABTENDON pproprlota coil reports. .. .... .. , BUILDING,TYP. ° fn 2. The deal,, drown lseppllcable far thteapedflclecatlon. Use ofthis SLOPEEXTERIOR • ° °� ALAN GOLIGH LY. GRADE AWAY FROM design for other Iocalioa Is prohibited BUILOING,TYP. 3. Beamsixesshown onadloadsw1buminimums. 61471 a 4. Lim loads per IRC. Dead bads per bulBing matarlelwelgMs. �•,,�I O•; MATERIALS CENSE' °°IC7rva VAPOR BARRIER VAPOR BARRIER 2m \ `VAPOR BARRIER I. All mnor . to be normelwelght Type I or II with a mnpres.M@ �,qqq,gg w � • strength of 3000 pd at 28 days. Addition with mlmum chloride are 06/17/24 SLAB TENDON 9ma or-a� ,"� SL4BTENDONz �w `SLAB TENDON prohibited. 2. At post -tensioned tendons to be X Ind, 270 kd unbonded strand. u¢ �0 °• m0 4• -\Y 3. Al non-preetrenad reinforcing to be ASTM 875 Gr60 excepta3 ONEORTWO w ¢ ONE OR TWO w ¢ ONE ORTWO BEAMTENDONS '° BEAMTENDONS �a -rpi� BEAMTENDONS TENDONS bars may be Or 40. REF, PLAN zz _ • REF. PLAN Sio \\ REAMTEN 4. VaPor banarto be minimum of8 mil, unless governing jurisdiction 0 o direct$Wd.r olherwin. Contractor is responsible for required vapor PLAN o e bardttlnldnen. 5. WatarYeroaOnj1,,rwalls below grade tobemir.draln6000/6200ar Consolidated da I BEAM WIDTH r BNi WIDTH RERPLAN REF.PL% n EXTERIOR BEAM WITH BRICK LEDGE EXTERIOR BEAM WITHOUT BRICK LEDGE to tB TENDON • - I ° SLOPE EXTERIOR ° GRADE AWAY FROM BUILDING,TYP. e• 'OR BARRIER ��j / / '• tB TEN DON .co o w C, ) ° E OR TWO ° WI TENDONS WzS °d :. PLAN Z 0 �oC to 0 EXTERIOR BEAM AT GARAGE ENTRY �} SCALE. 3/4'= 1'-V SLOPE EXTERIOR- t. AWAY FROM ofGRADE SLAB TENDON BUILDING,TYP. VAPOR BARRIER 245's TOP CONT. E 0 � $6 0 24" D.C. / / co W Z Q. - 245's BOTT. CONT. 0 d� M✓ BEAM WIDTH REF. PLAN EXTERIOR BEAM WITHOUT BRICK LEDGE J SCALE 3/4"+1'.0' BARRIER ONEORTWO BEAMTENDONS REF. PLAN REF.PLAN 5 EXTERIOR BEAM WITH CURB SCALE 3W" w 1=0r Ir SLAB TENDON \ as °,��` / / VAPOR BARRIER �C FILL • SLAB TENDON • ° ONEORTW BEAMTENDOO NS REF. PLAN W0 BEAM WIDTH REF. PLAN \'J TYPICAL INTERIOR BEAM SCALE 3/4"= i'-0" x 6. In All to be TX DOT road base or crasher Anea. RZINFORCRUSHT CONSTRUCTION Wv'/W.CRITEXAS.COM BEAM WIDTH TX FIRM REG. NO F-4031 REFPLAN � 1. Remove allvegelation and tap 6 Inches oftop collpriorta EXTERIOR BEAM WITH BRICK LEDGE & CURB constructing foundation, 2. Inform All does not needto be compacted. 3 3. Drainage around the perimeter ofthe foundation shall be dons per IRC such that no water shall colleot under or adjacent to the slab, Z 51L. 4. At downspout. and A/C overflow outlet. should be directed away mnnees toenundergroundflonnage O ° SLABTENDON Heavyfromtheroundon such within l0ft. edomedegen may S. Heay such ma ''^^ V/ �-�system. xr use excessive, remove {oundafloQ6 Nootreesrsh uld be panted Ible wlthn loft or the mature helght of the tree planled. Union directed by the Geotachninl report or otherwise noted on Z1 1 LL SLOPE EXTERIOR the plans, exterior beeme to be a minimum of 12 Inches Into GRADE AWAY FROM undisturbed loll orcompetled Belem fill. When condkbna prohlbN BUILDING, TYP. . VAPOR BARRIER this depth, conactthe Engineer of record. I 7. Provide a vapor be mar under the slab, drape vapor banter down qa0 a uE 245. TOP CONT. 03@24"O.C. beam ddesaminimum of6 Inches, ad)aceM sheeteshollba lapped 6Inch and pinned or paled, 8. Ad di beam relnfermng required for beams overall Inches deep. So. D.%beam reinforcing Wall. �/�x V J O w a \� °• � 24,6's BOTT. CONT. 9. Forfleldcondkbns not evpilckly covered by plans and details, En inett Record. �/ j ?io contact of 10. Adequately tendons O0 . r 4 support and rebar 11. Strr..t.ndons at concrete strength 02000 p.l or at7 to 10 days J �icoo 'Y\\y 12, Properly consolidate concrete especially around anhop with GL Do notr.. 13. Do not onneby foundation plans, plans. toret all an brick ledgal 14. Contractor to reify ell drops, dimensions, one brick ledges. dime 15. Exterior beam depths h.hgewkh topography, see details. lJ m IVY) 18. Report all con8lct.0 the Engineer of,..,d, ^ in BEAM WIDTH 17. For PI of leas than 15 or solid rod, notify Engineer of record ` REF. PLAN 18. Wmerprooflng on walls below grade that enclose Interior spaces r shall extend from bottom of the footing to finished grade. A j,inta EXTERIOR BEAM WITH BRICK LEDGE shot be lapped and sealed per manuf. requirements. 6 SCALE: 3/4"=1'-0" 9 Cold weather concreting shell meet to requirements of ACI 305 and hot weather concreting shell meet the requirements ofACI 305 20. Pro -pour mapsdlons of dabs are valid for ante week only. I 1 I 51L„ �22 LL J a^' FILL MATERIAL w #4�12"O,C. VERT. I faudal1lons builtI,ry^ry paccctd Bllemelerl lln areas orr xpanshe 2 ° • X a 12" O.C. HORIZ. geloemainlcelNmaf recrd orihe(allowing��e report ofthe co :4 1. Maximum PI of materiel passing the No 4 sieve shall not exceed 35 0 SLOPE EXTERIOR b 2. Th.material shell have .11... 150 percent passing the No. 4 aleve J GRADE AWAY FROM 8 - 3. Mhimum PI of BUILDING, TYP. to SLAB TENDON 4. Minimum and maximum passingy7200 sieve: 10%to 70% 5. No clones larger than 3 Inches prior to compaction Lift*Each • lift d be cominhee 7. do s y shouldbscompactedto95paranlotmaximum laboratory per ASTM 0998 LU 8. Fit ah II within4 permmaga points of optimum moisture contact Fit shall during compaction mpactin 0 z w � • VAPOR BARRIER hellbe 9. Eahllft b Inspedm uand nder thedfordision of gooncebya quallfled geotechnical firm under the supervision of a Aeotechnleel engineer prior to pladngth,nem hN. w Bo� SABTENDON 10. Nol fen than oneflald density tat per2500 square feet are mmlmumer3perBuar.quheA REVISION NOTES W¢ KK ° / ° pL� ONEORTWO BEAM TENDONS 11. Fist toetlend3foot outside foundation prlorto sloping at 1:6 to natural grade s 0 \ REF. PLAN ° •4 PM THE CONTRACTOR SHALL VERIFY ALL DROPS, DATE SHEE BEAMWIDTH DIMENSIONS, AND BRICK LEDGES. 05/28/2a REF. PLAN (DO NOT SET FORMS OFF OF FOUNDATION PLAN.) SCALE S2.0 EXTERIOR BEAM SEE DET411 STEM WALL WITH BRICK LEDGE SEE BEAM NOTES ON PAGE ONE FOR BEAM DEPTH 8, DRAWN BY - 9 J SCALE: 3/4"-V.0" ANY ADDITIONAL BEAM REINFORCEMENT. DETAIL INFO: TYPICAL (DALLAS) SLABTENDON PROMDE#4's@18"0 C. rPROMDE#1 CONT. IF DROP EXCEEDSB] / IF DROP EXCEEDSB' S " c c b n FILL • ° • � a VAPOR BARRIER / \� NO BEAM REQUIRED / \ #3 CORNER BAR BEAMWIDTH '7 @36"O.C. ° a 100 INTERIOR DROP UP TO 18" REF.PLAN b sLOPEEXTERIOR- SCALE 3M"=1'-0" GRADEADYFROM SLABTENOON BUILI NG,TYP. DEEP BEAM REINFORCING CHART kB TENDON WALL ("W") WALL BARS BARS EMBEDMENT (E) HEIGHT -4'TO 6" THICKNESS 12" (A) #4®is" (B) #a016" SOIL /ROCK r W .... . ALAN GOLIGH LY •• •••• ••. •6'TO 9-12" #1@12" *4012" 1' 6' B147I 'Q •.(/SEINSE-O• VAPOR BARRIER a8' TO 72'- 12" 46 0 16" #4 0 12" 1' 8" •�/IV SLABTENDON a12'TO15' 12' *6@12" 45016" 2' W vIV� 06/17/24 a15' TO 18' I 15" E6 Q 12" I AS 0 16" 2' I 6" ONE ORTWO BEAM TENDONS REF PLAN 0 Consolidated RZIMPORCRUSHT r b Z TREE ° g till VNNYdCRITE%AS.COM TX FIRM REG. NO F-4031 [AM VAPOR BARRIER EINFQRCEMENT.PER DESIGN DDRIONAL REINFORCEMENT: <e •4. 4°+ fi -%BTBBW/LG STIRRUPS@18"O.0 O i2a 4WOR FOR 10' I L1. ONE OR TWOS PROFILE OFREF. PLANorH eEAMrENDONs �� aEAM �voro CAM WnTH EXTERIOR BEAM UP TO 4'-0" TREE BOTH SIDES REF. PLAN / REF. PLAN REF. PLAN f 12 WffH DROP BRICK LEDGE ,BEAM WIDTH O SCALE: 3/'=1'-0" REF. PLAN s BEAM ROOT BARRIER DETAIL CDRAPED BEAM DETAIL - 1 (TO BEUSED FOR TREESWTHIN 20'-0"OF FOUNDATION) SCALE: 3/4-1'-0' 11 / SCALE 74`=7'-0" s SLABTENDON rSLAB TENDON JC/' SLAB TENDON A'4't CONT. �#42"13ARS @12 18'O.C. BRICKLEDGE •• d — / / (TYP.) LJ to\I VAPOR BARRIER FpF--1 #4®12"O.O • e o O 1 ONEORTWO ° • b 4s^i HORIZ� BEAM TENDONS SLABTENDON• m REF. PLAN n f 4 46 @ 16" O.C.— r OPTIONAL B - e I • e VERT G:pnE LEVEL _ ° CONSTR.JOINT 4 � O � \. \, - � • ° WAVATER STOP W m ` ° a I " 4 o • °+4 � ` w \//\\// hs MASONRY VENEER BAR (A) ° 4' °• I , • CONSTR JOINT % \/ `//\/ WIWATER STOP \//�\\j ; NIAX HE1011TC OF BAR (B) ' ^ #1'a CONT. ° e_ ' \�'//\//� VENEER SUPPORTED co \> - - • I . 12"JOINT SEALANT (fYP.) / \/\ BY FOUNDATION=30'A" • • \ \ J , %�/\i BEAMTENDON ° BIAS TENDON 4-SLAB ,5� \ WATERPROOF BELOW ' VAPOR BARRIER ° 4 - - SLAB TENDON e 4 :Y/\�Xl\�\\�\\� RCC R406.2GRADE R 2015 MASONRY LEDGE -\ \\/\\�\y WHERE RE00 ice— \ w FILL />/ / /`�\/ MIN 16'OEEP MIRA DRAIN 6000A200 ° \,%\n\/\\/`/ • ° ° 0 OR APPROVED EQUAL SLOPE ° / \/, \//\/�\! SLOPE EXTERIOR #4 CORNER BAR INSTALL PER MANUF. 4 YPR.FILE OF SLAB ui ° /°\,/\\ \\ "/?//\\//\\/\� 4"PERFORATED DRNN GRADE AWAY FROM I `� 038Q.C. REQUIREMENTS - I e ONDop j//\ \/\�\/\�/ TO DAYLIGHT. BUILOINO'TYP. �N',TE IN_YBE oPTEN40DY e j,\MINIMUM9LOPE%-iFi �e1z.#4'scoNT.REVISION NOTES MITTEDIFDROPBEAMISREQUIRED \ • WRAP IN FILTER CLOTHLESSTHAN 24" a 4.1. • - BEAM TEN \ °, • ° 4" PERFORATED DRAIN OR REBAR PER �y • �� `L� I° MIN.VERTICALBAR TO DAYLIGHT N\\/ w °d I a • 4 • LAP SPLICE=30" MINIMUM SLOPE%"/FT % ✓ \ WRAP IN FILTER CLOTH. CONTINUOUS GRAVEL POCKET: 12"02" � / / > DATE SHEET CONTINUOUSGRAVEL BEAMTENDON 1U" '� (W1 05/28/24 S2 1 !!M!":/TH SCALE J POCKET: 12'X12" REF. PLAN ' � REAMWDTT SEE DET4it 0INTERIOR DROP OVER 18" DETAIL @ 48" TO 10' DROPPED SLAB EXTERIOR DEEP BEAM REINFORCING DETAIL DRAWN BY - 1?/ SCALE 314.=1'-0' 14 SCALE: 39'-1'-0` 55J SCALE, 3/4"=1'-0" DETAIL INFO: TYPICAL (DALLAS)