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HomeMy WebLinkAboutRMISC2026-002198DATE OF ISSUANCE.-,2, RECEIVED: 6/09/2026 26-002198 PERMIT -9: 926 MEADOWBROOK DR CONSTRUC . T "I OFFILE SEID BUILDING PERMIT APPLICATION JOB ADDRESS:fix,M-e(Ad0WV00— Vr. SUITE# LOT: BLOCK: SUBDIVISION. BUILDING CONTRACTOR (company name): CURRENT MAILING ADDRESS: �3_]�_l V_­i11\L1a`­11 0_1 CITY/STATE/ZIP:'ForOW-) Fax# PROPERTYOWNER: JLXUL�&_, kjV__jV- . ............... -77 CURRENT MAILING ADDRESS, -- -------- CITY/STATE/ZIP: PHONENUMBER- PROJECT VALUE: S U, CJ00, DO FIRE SPRINKLERED? YES NO WRAT TRADES WILL BE NEEDED? ELECTRICPLUMBING— MECHANICAL — DESCRIPTION OF WORK TO BE DONE: W�\rv�� t Y: USE OF BUILDING OR STRUCTURE: Of*-�C-Ci: NAMEOFBUSINESS: W­��4) ''14 Total Square Footage under roof- �Xvk Square Footage of alteration/addition: �,t 4 1 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) 0 1 hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: Not required for I & 2 family dwellings) 13 1 hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct tote best of my knoperfo wledge and all work will be rmed 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 T14AT THE DESIGN SS NE IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: �jl I( SIGNATURE M-t0)W�) j OCHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction T, i,,�: �J' Permit Valuation: S Setbacks A� �roval to 1,,,,ue T,> OccurQncl Grouj,.�.�, Fire §piinkler- YES NO r'ont,:­r­r_r_r'r Electrical , Division: BuildinL� Depth. Left: z Buildim; Width- Rear: Mechanic�.41 Zonin. Hood Occupanc\ Load: Grease Tray Riu�ht: Plan Review Ai voval: Date: Buildin�l Permit Fee: Site Plan A p joval: Date: - - - ------------ _fireDep4rtment: Date: Lot Draina-` e Fee: P s e Sewer Availabiliv, Rate: ublic WorkD-artment: Date: Health Deuartment: Date- Water Availabili,,,,. Rate: ....... - ------ Approved for Permit: Date: Total Fees- i Lot Drainage Submitted- Approved: Total Amount Due: P.OBOX 95104. OqAPt. PPt TXMW(M77410376$ 0FL4U4SU5PFPMTAM0CATXftS City r i a PO Box 95104 Accessory Structures Grapevine, Texas 76099 817) 410-3166 Project ProjectDescription: CONSTRUCT DETACHED STRUCTURE FOR OFFICE (621 SF) [ELECTRONIC REVIEW] Issued on: 06/30/2026 at :52 AM ADDRESS INSPECTIONS5 926 Meadowbrook Dr. 1=Building Setback 4. Lot Drainage InspectionGrapevine, TIC 76051 . Building Foundation/Footing 5. Building Final LEGAL 3. Building Framing Brookhollow Estates Bik Lot 20 INFORMATION FIELDS S *00310190* 'APPLICANT NAME (individual) Nicholas Teer **APPLICANT PHONE NUMBER 822188361 PERMIT HOLDER Nick Teer VALUATION 20000 Neighborhood Patios LL Square Footage 621 C 'CONSTRUCTION TYPE VB (682) 218-8361 * OCCUPANCY GROUP -3 COLLABORATORS DOCUMENTS - MISC 01 926PermItApp. df • Nick Teer DOCUMENTS - MISC 02 TolarResidence_OfficeShed. df Neighborhood Patios DOCUMENTS - MISC 03 LotDrainaPlan.df LLC, (682) 218-8361 * ZONING DISTRICT -7.5 APPROVED TO ISSUE ELECTRIC YES OWNERS APPROVED TO ISSUE MECHANICAL YES Donna Kaye Roberts FEE TOTAL PAID DUE *Building Permit Fee (Value) $363.00 $ 363.0 363.00 TOTALS $ 363.00 $ 36100 $ 0.00 I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORKWILL BE PERFORMED R IM O•M ACCORDING THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCEWITH THE CITY OF GRAPEVINE wy• ORDINANCE REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE i GRAPEVINE. FURTHERMORE f UNDERSTAND l 1 1.NS AND SPECIFICATIONS ,.. f.. • NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT Page 1/2 AAYGOV,US 26-0021 W 06100/2026 at 9:52 ANA issued by: Sandra Brandt THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL I Signature City of GrapevineBuilding - Residential Accessory Structures Project # 26-002198 C NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. "ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS, 3) Project address must be clearly posted at .the job site. NOTES > 24 HOUR INSPECTION METRO (817) 410- 010, GILT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. ®-- CUT OFF TIME FOR P.M. INSPECTION 112:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION IL IN THIS I . * • "* *: x .. Page 212 MYGOV.US 26-002198, 0613012026 at 9:52 AM Issued by: Sandra Brandt 26003 TOLAR OFFICE SHED CONSTRUCTION SET CHP DESIGN CO. 81 ].90].55ue I connxr.psy,,@.hpdesign.. — OWNER: JOE AND BROOKE TOLAR y4e" A ARCHITECT: CHP DESIGN O ` CON TACT1 CONNER PAYNE PHONE: 8I.907.5568 ���"I� p 05.28.2026 INDEX OF DRAWINGS ISSUANCE CURRENT REVISION SHEET NUMBER SHEETNAME DATE REVISION DATE I I A COVER 105.28.2026 I A01 DATA AND SUE PLANILOT 09MOU025 01 OW11RO26 DRAINAGE A02 OVERALL PLANS 09I30R025 A03 ELEVATIONS 09130R025 A01 STANDARD DETAILS 09130R025 A05 STANDARD DETAILS 09130R025 GENERAL NOTES 2. axxEvulxEnn mPx�`mxac�roxi —T sa mn`a wwlrvc l�r. vmRs ` xER�QD�Ra,EMrRS�T uEmwPrn[xr,uaoR oMmrAwsR[p RmDoRTx mm� A�PsmxmgcmRrD AmulRm. NNN R_ xwm11, gccq-sdx4Tnwn arcs. mlRRORs. [Ic as x,[mmuamoRgwlxns UrTo­ Eun EM'ELQPE Ixauolxc VmrxogmcmoRsaxo xaTcxxs. ]2 a3/s'PEYwwo rnaut fxam amcaccFAmHVacuxfls(IF LQCarm wmllH Anlc). x3 DECNE(1)5"F. rvEi fA¢gxu OFATnc VvnlunPV PEA f5Q5 RQFioiAL za. eux(soQrx)voEOPrxERESIOEM. qu z5. u�P; naxo coxrxoirolxrsassmuwm Ox wxcxETEwmrs.wqutsano Panoslza ErzP_maXS' a6. mQwoEwiwru NANDExPa NIOI—T Rm.REDmvmawNIUu-PERasrmvmlMun - OUTLINE SPECIFICATIONS aEx RxQxIRSmRQ RIQRanQR rvRR�M °mow ; z. w/1•-5.sw 1111Pl-1—lxm6. =Pq�mxz.RR�x�a,�.xQxQx.nQx�xxmaw,�xms xEgrvx•xEx.QQrrQw.xRQgRgQE000R. sx�x�w QRxR��w/uz•=PaRxRx�.QR oQxaxQ oRS .g��I�QRQQ�aI,IxQ.ImxQRraxrQx s. Roosomx: yz�Parwaoo w/cups oR Lz'zlP cuoosBw/cups mRRooFo6IGN. s. mowruRE NANRDA. I—Al11W 11 sxur Ww.— M111IRgr owwws xsWssr_ 10. slffar 1-I/-ZIP GREEN.au—Ix cQMaC--1—RE MIN.AQ M— ai mwlmuMlxsmswau town. usscaruluxvmr (mom°AraA Hn. oR 1),K11 uMD-ROPMNGSTQa 05.28.2026 926 MEADOWBROOK DR GRAPEVINE, TX 76051 O6/26/2026 9:24:09 AM BY: KELLY TAFT TSBPE: 1-3971 —xlxr<RIxQEAND --IxQ.5xug5xmlxQmaSx1...-INN) --5x�. �DD,rxEx>=rs�a�IrvSEQr�DR �maRx,m�Rawm�m�x�maxo axx�m� 2D PREANimsuRucEgP' )WarSOFExfEMQAura OR PIXIEAIQN_LCD Rvxonx6x TO6ESEu:ECrm6 DEAQxER. TreEX). FOR WVlIl EM111pE rtogr,RraNNE.aHOFlx11 WPnIM.--axD4MtaQE mury yWMcxs—1 NN.as gmmugrm Barr lrawunonaruEsmsoomsgxo egrxRmMsmuo (Kasai xooR A-zoai wuu4 P-11-1 za slotor Rloc[ux[nssxPPA MgxuracluRSR RmommmoaTloxsm rsRAa oR sraxolxc suM. qr PaRaPPrsoR wurxPisr _PROPERTY LINE I I I I I CHP DESIGN CO. PROJECT DATA 1\ I I �1W YR FL°°D PER FEMA I APPLICABLE CODES: FLOORAREA: I. ----_ I 2021 INTERNATIONALRESIDEN PAL CODE AIR CONDITIONED AREA: 345 SF CLIENT — — — — — — �\ I I 2020 NATIONAL ELECTRICAL CODE M 1 INTERNATIONAL PLUMBING CODE STORAGE FRONT PATIO: 7435E 133 SF I y� 2D21 INTERNATIONAL MECHANICAL CODE JI 2015 INTERNATIONAL ENERGY CONSERVATION CODE TOTALAREA: 621 SF JOE AND BROOKE TOLAR 1 21321 INTERNATIONAL FIRE CODE I REFER TO CITE WEBSITE FOR ALL ADOPTED I AMENDMENTS PER CITY OF GRAPEVINE h�p,ED qq0 I I LOT IDENTIFICATION: �uPq`y� g'y I I MEADOWBRDRIVE, I I I GRAPEVINE, 76051 GRAPEVINE, TX ]fi051 qrF 1 I OF tE+ 1= 05.28.2028 I I I I w PROJECT LOCATION I II I 1 I - w I PI.D.`° Z I N Rd = O CONTRACTOR TO i I SURROUND NG A EA TO I z Mcadowbrook Dr wOp B` L r 0 DRAIN PROPERLY AT MIN U YO W I 1.5%SLOPE I ?`4 YDQ 1 O Go I� j Oak H.Et Dr /w� U O 01 I IY F aca I I I I oreWind Power ma (Texas ' ~ >:W PROPOESED Shady Oak Or Z O > H I - W O O w Q a Is- r' I I e Q, g U < Q Co A� J Shady 13-1, Dr C a LLJ O z I m Grapevine O / �° Tly Animal Services I— ERIFV LOCATION/% I ITH OWNER IN RELATION TO EXISTIN Im I I S�° GRACE Park ml /T I 1Brook ur jEE IT i I XISTING I © Grapevine Municipal I I HOUS I � Services Center No. Description Date Self Healm ... rnmb St 01 Rerislan Dl 08111/2029 j I Hilltop Apartments O Private Or I I N _ i ----------------'J PROPERTY LINE Meadowbrook Drive PAGE PROJECT DATA AND °xF�=Tw-a.aE��xxa SITE PLAN/LOT DRAINAGE 01 IOVERALLSITEPLAN Z aTEAPPRovI:oP n ^TLLaMErmoxmEdoe ST6 B S. F- A01 rna._i. n. Project Number 26003 L'�' N 06126/2026 9:28:01 AM Data 05/28/2026 Z BY: KELLY TAFT TSBPE: 1-3971 O F . ICLIAGIA« U 0 ( �a �ESM�s:eEAPPROVED. 1 0 U — — � _ BLDPEAWAYFRGM ��� exa'iIN °cnouN'o Ta ar-11 � I - I I< L PR LVAPOR IR ERosrEGO,OREO) I I - m AxDPATa sores I oP��atDNl HBm 1! f 1 SLAB COORDINATION PLAN A02 I/4.,- I. u. o-'------C,'---- So - I \ I I o I I ' 4 ! D' ( 3 OVERALL LIGHTING PLAN L A02 I , -10 SLEEPING QUARTERS PROHIBITED DOOR TYPES CITY OF GRAPIESINE THEE PAGE RELEASED FOR CON9y RUCTI XNWORK v cON U.TW TisTxE euNOCE coo[oxzaxUiuG AI D IN1ER111 WOODSWING NGLt.-TNe RxA)L CITYAPPROITDP TON TYPES TD HE SELECTED av euaDERUPONCONSIRUc 11N SITE ATALL TIMES• 06/26/2026 9:28:10 AM BY: KELLY TAFT TSBPE: I-3971 EAMME.T. OR PUBLIC A­T­Y ALL CHANGES MUST BE APPROVED. ON I RCSI —L I C S— INN ISUSF- i S m 3 A-, Q 51 2. yANDow } DOOR BwNoaA~ } [ OVERALL FLOOR PLAN Al __--}----- rTG FIATES."'..___ ue^ — — —_ I iIII i —I i f a OVERALL ROOF PLAN _A02 I I -IH WALL ASSEMBLIES Wt FM WAITSTUN GAWOC.PY llSTWEMO = TEAGNALAIR1 EROTRRIGN SREATRx°WANKS I'IvvEKORBETTER). E%I 11 WALL. IpP SIDMG�All, ° NEL P RAINSGNEEN AIR gW NS 6TRP5 L "° "NISH `°R R1ASSEMBLY C H P DESIGN CO. CUMMOTE HOOFING CHNIUFM (OPT 11NER) rn�ue rruani NNosrETR= i' c° Trsurr MOD PARELAT SLOPED SOFFITS. _ W WD STUDSR GE MaSACKERBOARDAT WALLL¶OGTIONBTVP NiO CLIENT TYPICAL NOTES - SLAB�FE �p.ED ggE,y t. �RCOOROIPU ORI DRAMNGS' DIMENSIONAL CoNmoLiNLD OEs�" R REDUIREMENS OF CONCRETE SLAB : P' OF tE+p OUR Lo cMxi"uEs° RE ESENT THE BEST LEDGE KNOW TO OEZRIBETHEDITENTOF THE DESIGN (��/N^�05.28.2028 B ENTLLSTEC�C RPTFGLAl GREEOUALWVAPORBARRIE¢. ExTENg UP EDDE OF RARE BEAMEDGE TO, FOOTNG,OR SLAB 4, AILUOUTYPENETHATORN5�SHAU-13CO—TAPB FAGTURFR, AT VAPUR BARRIER ONEUTOENSUHEFHOPEH W z VAPOHANDAIRHARHIERAPPLICATON. 5 PROVIBr O GAINOY—IONR5HUT0 F'VE TEAT LocAnon'=CENrrO WATERSNARGATON PE R ONPOINT_ //� VJ I— 0 r LV Y O TYPICAL NOTES - UTILITY U X X BE RNA N EWH 1uj O L00 fPL.ANCE A��EREO M LL V/ ❑ Z % B_ A Nches.F NNA;°e"D nLL` O p w LU oUTUDEMETS_R A B�SIGNAn°x SHALL BE INSTALLED WITHOUTED INANUMBEHARPTCHE SCARD "R`STTATHEIAATA < 4 REAEP.A RH AMPERAGE EE GNA TO RECEIVE A AAREgNNLIUE Q Co 5. DREFERCRSNRFOPHITW PLANS FOR J W D. PROV E�tMECr�)�n ET rti O Z l;; niAAFl PHAiCH EN,RY. i. DRANTEPRUUPTERTO T IT REU MENT$N NGL3015.Cu ME_ & NATECIRCUITRYFORDATVROOM RECEPTACLES ONTYPICAL NOTES -ALL ASSEMBLIES , PROVVIGUN LLPALQTEWoEA No. Description Date AMATN BA PROADE MASTOTHR aN FRO.EXTERIOR SHEATHING To B. o NE IUIRCANE�PSSA YOU To RAFTER 4. U­ STAINLESS EL FASTENERE AT ALL TIMSNN INSTALLATIONS. Hwa pmrE °NG. F SLOPE OR F III PR A CTAIRRO-ENATTEASE THEAT- R°U' - ALL.CA oN°NA"s T,_ MATERIAL LEGEND CNA BRUSHED R ­NER NCRETE SLAS. PLR, LUXURY VIN°YLPUNKORTLEEPE PER M3 FLOORTrtE,PERUWNEH OVERALL PLANS IT., mw PEHOWNER PER gwxER SHEETLEGEND Protect Number 26003 OR'NUXw TYP REF OUTtJ EBPEtS � xsulgigx DE, 05/28/2026 ExCEEDRNAILEPERENERGVDUDEREO. DGLIDBgRFAEGDLNTERTGP WWDGWNTERT� _......_._..._ FgRNRURE(° MPROWDEl) TEMBIOEIUNGSABOVE A02 k r QII,TO 1V6-_ - -_ __. ® y�aM9.vxeA sPepPeR WEST ELEVATION LA03 �, O PLATE fA, Tf-LEVATION A03 Va'15 WINDOW SCHEDULE I TAG Height Width I I A I G 1'-6" 2'-0" THIS PAGE RE D—TSUE—N Cltt APPROVED PLANS TO SE KEPT ON THE JOB SITE ATALL DMES. 06/26/2026 9:28:20 AM BY: KELLY TAFT TSBPE: 1-3971 z NORTH ELEVATION A03 0. -1'-0- jjkT..FLAT P FT-1 Ta A03 t Smfr,+ELEVATION WALL ASSEMBLIES OVt FAT WALL -SIDING ASSEMBLY bSSWWOOOD DATIWOCC.PRONOEWII 2IP BARNEGORRIGID sHFATHINGwNJRI Dry DR ). EKIERIOR E :PANEL P IpP SIOMGSAWP-1, AS L aNO HNISX FOR iRIPs PAINS REEN AIR FLOW .�E R1 TYPICAL ASPHALT ROOF ASSEMBLY 5- F-FINI reMryn R) STAFF WOODPAOP ooR5PU1-10 — WOOD 3T„D3N CEMEUM NT BAC ERBOAROATWALLOR DOTIONS AND TYPICAL NOTES - SLAB REF NAWINGSNFUN HENS ONAL L D�N REOUINEMENTE OF CONCRETE SCAS DEscRIBETXE wrENrGKN LEFTHE D sGN.DW To D �NTRI. OC[Xt EOOALR VAPORARRIER.ExTENO UPEEGEOFG RARIW,E BEAM, FOOTING, OR SLAB 4, ALLUTEITVPENETRATIO5oF GLAANCU5E HALL RECENE TAPE VA OR ANOAR awUN_ENSUNIEOFHOPERRER. 5. PROODEMAIN WATERSHUTOFFVALVEAT -ON POIN' TYPICAL NOTES - UTILITY L fPLANCEREDUIREMEM PEC OWNENE R ORDINA EEMOUNTEDATHDDES�NIosEaNAsEICENTERED IN E�nII ALL R �RR.AHCEPTACL EA �� aAAllWU DEE6. PROV NMElHAN[CAI_U IT WITHINATTICSPACEAT 1. NILIANITrnCIF TROAULT CIRC & -VIDE FUI.LY RATECIRCUITRYFORBATH RECEFTACLES Fr OM HDATENNENT ADD LIGHTIN TYPICAL NOTES - ALL ASSEMBLIES MATERIAL LEGEND .N.t eRHUNED caC - .—,FFS—NFN — SIDING PANTED PER OWNER SHEET LEGEND ixsuLArroN I IWERICH EXT RIORWALL.MEET OR EKCEEo R-vALUE PER R ERcv CODE RED SOLIOSNRFACECODNTRTDP wGDD�GDNTEHTGP _..._.... _. FURNIruREtoWNERPROVIDED) CHP DESIGN CO. UonneUpayne@chpdesig.w.com CLIENT JOE AND BROOKE TOLAR � i rF DF 1E+0 05.28.2028 0 W z 2 _2 U) I— Lu U �� D Or U_ XO LL 00 U) 3: U 0 LL z aW ° 2< Q� .0 J LLI O z No. Description Date ELEVATIONS Project Number 26003 w to DBte 05/28/2026 ZO U A03 F- O FRAMING REQUIREMENTS pe pa I I I z.a I I I .xB a xxx x.0 v m�v uu a.xn a vr,r zra i` ion zxa m ra r,� z.a z,a I I I I z,a I I z: I 2:e I I I I wp z a ws I a z�w.»w.aEwr.o�oa.n4ar.�w„ww,o.,weE�,wnomwrrff..a,wwws�w�.x�,��w,wMw<oG..worir�ww�. mmrvuws.m«xw ,�. ER,F�,Bx FrNRwN. v- u,s SRWCNP.LLNMwaFP�'�mwm vwixexmxmvnxewn�n abve'zsliAmEmm SlRucnwu MEMO �� vuo a �u,�m..w�aw�.Nw�en,�mwow �x � v�,m .uinos.wremrtnx E.�ww, �M FRAMING REQUIREMENTS rao ix�wuri nMmwo �ur�ewuEuwns — TMiEMBR E M MFCEfaP SE%. ADHERED HING FOR PRO ER ORANAGE '?�jl—E-FEL. — BFROM WRB MEMBRANE MM L2� WALLSECTION 04 4r= . CITY APP—ED P—S TO BE KEPT ON — JOB 06/26/2026 9:28:38 AM BY: KELLY TAFT TSBPE: 1-3971 CHP DESIGN CO. .,,.,. ,— CLIENT JOE AND BROOKE TOLAR �p.ED qq0 a /9rFxOF ZE+p �v.05.28.2026 0 LLI Z O 0 Lu D a U &X, c~n � z p Z aw 0 1< QN� J W O z No. Description Date I I I I I I I I I I I I I II I I STANDARD DETAILS Pmject Number 26003 D- 05/28/2026 PROJECT REQUIREMENTS II69�BtQ;Itl4SAf.APFNCE WASDRIUNDl f9aA5NE xcYMATEZOHf 3a SEISM czONEA GaoUNp5N9W loAD9F?L&3YIYLDAIB _ 4f.'11:IQtl I�pEp� I rid - xa�,mx>mammm,a,oa,«.o � I �mx,ufl..axtt�m�mry _ �rv�^�I�.mawm�uxrvm�..« m I �moa�wmm�.,x�.�r�x�rvmm�m,o �.,nw�<,a�. exnzrxas � I aEOF.�xm;wwxax,x�,mfx,x,..w.rv.,,»E,ao ww�.verwww.w.e as I mxusuws,arureuzesnweesorexmwnnnwnr swnumwvavwrs.e w I r.xmxun. - mnmmx �s w j arve^w.x. w PROJECT REQUIREMENTS cont. MM I x rniM� ulws�uls ���� wmxxxm,xxm�.mrv�»�e TYPICAL FLASHING PROFILES B�EL�FIAsw owwa.a� r/ lorwm¢R. XFAD,TRIMw FIASHINf. x PAIN F�I HINGs /\ WALL-TO-FLODR/ROOF � D�RI�P EommOrvswomc,mseims EDGEt F�USHItuwG ixo Y REVERSE DROP VV mm00 �FIABHIua waF urenweamPeuce £z aooax�waxa.� ` INSIDE CORN ER FLASHING MST BASE FVSHING wEn,orc,„.. RNFeunxaHlNf. ^ SI�NOTM �rwwGna �!�/�////%\/j xaor `% SCUPPER FLASHING Y/ Pµ RAPEi�nAL�CAP rxx..yzeemxonxax F�C3 NOTE. ALL FLASHING TO BESTAINLESS STEEL, GALV STEEL, OR COPPER. PROVIDE FULLY SOLDERED, WATER -TIGHT SEAMS. FLASHING WHICH WILL APPROPRIATELY BOND TO WATER SOLDERED. WATER- TIGHT SEAMS, FLASHING WHICH WILL APPROPRIATELY BOND TO WATER RESISTIVE BARRIER SPECIFIED AS DIRECTED BY MANUFACTURER. SELECT FLASHING BASED ON BEST GALVANIC REACTION TO METALS BELOW/ADJACENT. SHINGLE WRB LAYER APPROPRIATELY TO INSTALLED METAL FLASHING. TYPICAL WINDOW INSTALL 2 3 4 rxffisnse�xwBirxusus xwmv mw ar swan, rsns�lA�� Enl�ni 5 I� �xynm �rvmm,�oPx�m,o�ry �,�rvaox.w.� APe/xE 6 "'^srssesr^ ^" oao xNxce�oxx 06/26/2026 9:28:47 AM BY: KELLY TAFT TSBPE: 1-3971 CHP DESIGN CO. Conxer. JOE AND BROOKE TOLAR �p.ED qqc e /9rF OF•1 05.28.2026 0 W z _ _2 U) F U 0 W Y� Or U &r W z In 0 O QW W N J W 0 z No. Description Date I I I I I I I I I I I I I I I I I STANDARD DETAILS Project Number 26003 Date 05/28/2026 A05 F- W en Z O H- U z 0 U RESPONSE TO COMMENTS- 6/11/26 RECENED_ W09/2026 2F002198 926 MEADOMROOK DR CONSTRUCT OFFICE SHED SPECIFICATIONS (p i WPE w ExT Iz^ - AINT 29" B153q �" rq !y\lhCrrst$.�Rr . GAAbB CNANGB p • 1NT 12' `]ONA zCNB�� I A BB N/A i T A ___________________I ___ _ _ _ _____ _ _ OCEA 2 AQUAI. SPAS —r-�►i 8.X1'ERIOR ND BOTTON', � Lp HIIPPoRT 1.1511ARUM _ STEM,EXT Zf' CEYTERS MRY OLTSHM mEMNR: B&Y S M (21 N5S TOP r _INTERIOR A_ND BOTTOM '={r. (4).11 /5 WRN6R BAPS SUPPoItTT,SIXiI'ION SPETL INT CGYTERa r DEAN —11 r BOND BEAN N/A r I SIAttPSrm l r a `---_------- o ERIB ANY �J g8 NUMDATION NOTES "•�, OONCREPE 0 28 DAYS _ �' Is 2 80 ESI SR:P.I, 00 BAR DNA MIN WP SPIC6. z a 1 , IN VVIR, SLAB STEEL n� FOUNDATION PLAN 2' MIN RtVRN BEAN 5111. N VAPoR BANTER SHALL BE CUT AT BEANS 5 BU MAT U BE MAY BE TI® EVPA OTHER, 8 YIL VAPOR BARRIER L� 8 DEAMS SHALL BE PREE OF WATER TO POUR ] PoS111 MININAGE 11 FROM POUNDATIONAT ALL 'i BLAB TINES R MMMENLE MOVEMRNT, D PIERS RRUNERL NDLU TO PRM E DEIT WNFNEB. - - ra Nv Cfinet _ 9 BEAMS END. MET NIN INN UMDISRNt .SOIL. 10) 061GNED 1A MELT 2021 IRC AND DEEf ENGINEERING PRACflGE,S m.�. m� ®lgWlpq INTEROR Nw- @ FOUNDATION DETAILS �4MAIR - xD RGLR I R I((JlwKy SPECIFICATIONS H EXT 24" W EXT 12" H INT 24" W INT 12" H BB N/A W BB N/A T 4" SLAB STEEL OCEW BEAM STEEL (2) #5'S TOP EXTERIOR AND BOTTOM SUPPORT #3 STIRRUPS STEEL EXT 24" CENTERS BEAM STEEL (2) #5'S TOP INTERIOR AND BOTTOM SUPPORT #3' 36" STEEL INT CENTERS BEAM STEEL N/A BOND BEAM SUPPORT STEEL N/A BOND BEAM F-16102 FOUNDATION NOTES: 1) 3500 PSI CONCRETE 0 28 DAYS. 2 60 KSI STEEL, 30 BAR DIA MIN LAP SPICES. 3 1 I/2" MIN COVER SLAB STEEL. Z' MIN COVER BEAM STEEL. 4 VAPOR BARRIER SHALL BE CUT AT BEAMS. 51 SLAB MAT STEEL MAY BE TIED EVER OTHER. 6 BEAMS SHALL BE FREE OF WATER TO POUR. 7 POSITIVE DRAINAGE AWAY FROM FOUNDATIONAT ALL TIMES TO MINIMIZE MOVEMENT. 8) PIERS RECOMMENDED TO PREVENT SETTLEMENT. 9 BEAMS EMBEDDED 12" MIN INTO UNDISTUREBED SOIL, 16) DESIGNED TO MEET 2021 IRC AND BEST ENGINEERING PRACTICES. 26'-8" 4'-0" 2z-8" i i i I I I I I I 1 I I SLOPE I RA E CHANGE I : IN I I I I I 1 6 I I I SLBP-9 F I I I - I ca I I I a — — l 2 EQUAL SPACES �^ I I I I I I I I I I (4) 24" #5 CORNER BARS: I EVERY OUTSIDE CORNERI I I (4) 24" #5 CORNER BARS EVERY T SE�TION I I I I I I I I I I I I I I I I yr I - ------------------ 26'-6" m FOUNDATION PLAN /) 6 MIL VAPOR BARRIER W EXT EXTERIOR BEAM x SLAB STEEL CUSHION SAND BACK OUT MATERIAL W INT INTERIOR m FOUNDATION DETAILS BEAM ,` NO SCALE 4 z x O oz tu A to d w w a z a r a A z O F U 0 U w 0 Pa. 0 U E 0 U ITEMS REQUIRED: 1) SECONDARY STRUCTURES GREATER THAN 10' IN HEIGHT SHALL BE SETBACK FROM THE SIDE AND REAR PROPERTY LINES SHALL BE SETBACK 6' PLUS ONE ADDITIONAL FOOT OF HEIGHT OVER 10, ( SECONDARY STRUCTURE NEEDS TO BE SET BACK 10' FROM SIDE AND REAR PROPERTY LINES) 2) NEED TO PROVIDE A FOUNDATION PLAN AND FOUNDATION DETAIL 26003 TOLAR OFFICE SHED CONSTRUCTION SET CHP DESIGN CO. 817.907.558E I connxr.p ,,@chpdesign.. — OWNER: JOE AND BROOKE TOLAR y4e" A ARCHITECT: CHP DESIGN O ` CON TACT1 CONNER PAYNE PHONE: 817.907.5568 ���"I� p 05.28.2026 INDEX OF DRAWINGS ISSUANCE CURRENT REVISION SHEET NUMBER SHEET NAME DATE REVISION DATE I I ADO COVER 105.28.2026 I A PROJECT DATA ANO SRE PLAN .... .26 A02 OVERALL PLANS 6B136a— I AD3 ELEVATIONS 691]612025 AN9TANDARO DETAILS 69180R026 AW STANDARD DETAILS 69I86R825 GENERAL NOTES z. axxEvulxEnn mPx�`mxac�roxisxava sa mn`a wwlrvcl�r. vmlrs R xER�DD�Ra,EMIRS�T uEmwPrn[xr,ImoR oMmrAws Rp Rm�oRTx mm� A�m�mxmgcmRrD Amulxm. gcLx-sdx4Tnwn arcs. mlRRORs. [Ic as x,[mmxamoRgwlxns Eun EM'ELDPE Ixauolxc VmlEogmcmoRsgxo xaTcxPs. 22 a3/s'PEYwwo rnaut fxam amcaccFAmHVaCUNf15(IF LDCarm wmllH AnlC). x3 1ECNE(1)5"F. rvEi fAmgxu DFArnc VNnlunPV PEA f5c5 PDmoiAL 2a. eux(soVrx)voEOPrxERNOEM. qu z5. u�P; naxo coxrxoirolxrsasxmuwm Ox wxcxETEwmrs.wqutsano Panoslea ErzP_maXS' 2D. mmAOEwrvnu NANDExPa NIOI—r Rm.REDmvmawNIUu-PmasrmvmI.--. OUTLINE SPECIFICATIONS aEx nxRxlRSmxxxlgRanxx xx �aww�°�ow; 2. 1/1•-5.s MlIImPl-1—lxmx. =Pq�mx2.RR�x�a,�.xRxRx.nRx�xxmNw,�xms "Egr„x•xEx.xxrrxw.xx�gRq�Exxxx. sx�,xRwxxxx�2,�w/„2•�xa�mx�x�Oxxax�ox5.g��l�xxxx�al,lrv�.lmxxRraxrxx x. Rooromx: yz�Parwaoo w/cups oR L2'zlP cuoosBw/cups mxxooFo6IGN. R. mowruR WRDA.IxrtcxgLr/w•nPsxurxlnp w.owmegxxlmgr owwws xsWssr_ 10. slffArxlNc:7/aCZIP GREEN. ALLSNoslxcoMaClwmlcRq➢ESx lMIrv.20cq.M— ai mwlmuMlxsmxwaucavrtv. us[carcilunvwr (mom°AraA Hn. oR ED).K11 uMI-RI-TOA RECEIVED: 6/09202fi 26-002198 926 MEADOWBRO.K DR CONSTRUCT OFFICE SHED 05.28.2026 926 MEADOWBROOK DR GRAPEVINE, TX 76051 �DD,rxEx>=rs�L�IxSEDrsDx �m�x,m�xawm�m�x�maxo axx�mxR 2D PREPNimsuRFacE gPRx(2)WarSOFExfEMOAura DR PIXIFAIDRmM1FLW Rv xo nxRx To 9E5El£EC1m ev D6lcxEx. TreEX). Fox WusVl axOCNLwG.TnPE rtogr,RraNNE.aHOFlx11 WPnIM. Waus axD4MtgxE mxxngRxwwcxs—1 as ammugrm Barr lrawunorvaruERmxoomsgxo eMIl— smuD (111 Ai xooP. A-zo Ai wool PRml1E-11 za I.m Rloc[11-L2 Pm MgxuraclDRSRRmaxmmoaTloxsm rsrvA OR sraxolxc suM. qr PaRaPPrsoI wurxPisr I +----_—_— PROPERLINE I TY_ I I-----T� I I I I , I I I ' I I I I I I i�_� �,00va FtoaNl>Ea ewv. I I I I I I I I II I I 1 1 I i I II II I I I I ' ly I III l I ip II I I I i tl I I ' CONTRACTOR TO GRADE II I f SURROPROPERLYUNDING ER YREA TO i I 1 II w I I I ;PROPOSED / I a SHE B'-51 1 I VERIFY LOCATION WITH OWNER IN Iz Is_al RELATION TO EXISTING I y—tl TREE 1 1 II I� us PROPERTY I �II / j/�wsr Nc Hon SE!��� 'I , I I I II 1 I I I I I I 1 1 I I I I I1 I JJ PROPERTY LINE Meadowbrook Drive DI 'OVERALL SITE PLAN q Z A01 ,�e r-o `C CHP DESIGN CO. PROJECT DATA APPLICABLE CODES, FLOOR AREA: CLIENT 2021 INTERNINUQNALRESIDENVAL CODE AIR CONDITIONED AREA: 345 SF 143 SF 2020 NATIONAL ELECTRICAL CODE STORAGE- 1335E 2I121 INTERNATIONAL PLUMBING CODE FRONT PATIc, 2021 INTERNATIONAL MECHANICAL CODE CONSERVATION CODE TOTALAREA: 621 SF JQE AND BROOKE TOLAR 2015 INTERNATIONALENERGY 2021 INTERNATIONAL FIRE CODE - REFER TO CITY WEBSITE FOR ALL ADOPTED Ep q AMENDMENTS PER CITY OF GRAPEVINE LOT IDENTIFICATION, 926 MEADOWBROOK DRIVE, TX 76051 NI.0 Y'W GRAPEVINE, qTF OF hE+P ` 5.28.2026 PROJECT LOCATION o Lavon Dr P W 11 j z boo TO �No ~ i Meadowbrook Dr e e r O N U w o Oak Hurst Dr KOH m ore Wind Power 3 K LI-- ms of Texas Shady Oak Or z O w O a s Fr 0 e J w Shady Braok Or C a O z Grapevine O ' Animal Services F-- ny a "I", GRACE Park ur t © N Grapevine Municipal O ' serv'Iceacenter Date Self Heal'm rnmb St �FDescription HiINop Apartments 0 Pmate Dr I � 1 11 11 l PROJECT DATA AND SITE PLAN r Pmjecl Number 26003 w w Data 05/28/2026 Z r U 7 A01 z O U LPN ENo UO iioOa EU) TYP AT ALL SHEI $,wV :rz oacr EDGE OFswe� a itwEsHo oYlu To GROUND ar-11 I � I � I � I � I I I .2. I ���atMRl KKm f 1 SLAB COORDINATION PLAN A02 -I - � p. o-'------�'---- -o-- q__--- —,q. `D I \ I o I I ' 4 ! N' ( 3 OVERALL LIGHTING PLAN L A02 I , -I o —IFE WALL ASSEMBLIES DOOR TYPES wt ExrW0O STUD rTIWOC.BIY Gvss AssEMeY 3smnooDrm rvoiEACNtuuaBaRwoTaalcio D INreRrore-wood swwG hs(ss; iea�"RAoa) s"FAT",NcwnHRa�wEN°R °ETTER). 1-1 E%IENK)R WALLP 1pP SIDMG�WP-1, AS ° 1— TUBE SELIl ECTED By euaoENUPUNCONBNucnoN .NS P R Ps RA,Ns°REEN AIR FLDwEATHING` "° "xlsH `°ft R1ASSEMBLY C H P DESIGN CO. srEM UNDER) PRO INUCNR4L""AING. DEE 1110 w°oD PANELAT SLOPED SOFFITS. CLIENT zxa•wWDs,DDSR cE`Ma ea°c�'icEaDTOAA`R`D"nrwnun°ieT�o"srwAND JOE AND BROOKE TOLAR "STORASIE S 10NI ,3 S ,A_,, } SOON SwNoo,A~ } =tom OVERALL FLOOR PLAN l AAW 1 1 f a OVERALL ROOF PLAN _ A02 I I - I .H TYPICAL NOTES - SLAB�FE �p.EO ggE,y ' �RCOT.U'. `m �iNGS' ONI HEONLY NS ONAL Oor�moLirv`D o N REDUIREMENTs OF CONCRETE SLgB : P' 9TF 60 tE+p 3NESHHAND oHNIQHEs° KNOW-EDGERE ESENT THE BEST KNOW TO (��/��05.28.2026 D 11M­ ORECOAL.PORBAft CR. ExTEND RARE BEAM FOOTING, OR SLAB TO WITHIN 3 OF4, P11 UT9JTYPENETRATION"�s 6RiLLRECENETAPE a°APUNBAR'T"UNE°TOENSUNEFROPER RER. W z VA RANDAIRNANRIERAPPUCATI— AIR SHOT OFF 5 PROODENEAPESVE O CAINO ED AND TEAT LocAnon'=CENrrA WATERD MARGTON PErvENATIDNPOINT_ / /� V J 0 r MT LL] Y O TYPICAL NOTES - UTILITY X X N WRH 11U L.L Lj U) O L REQUIREMENTMgTH �E�EftoNATE HE ev.0 �W NE—'- INLUITS IL.1L Z Vz/ ❑ % R iw NchesLES"NNA;en DLL` O Q w LU CENTERED IN H' D�EESIGNnnoxsw,LLBE INSTALLED WHROI-TEANUMBERANFTOBE "R`STTATLEo ATTA RECEIVEP.aEL� E PERADEATP ZOR M a BEo`CAr DSL`IN � 5. SWITCHING PLANS FOR J W PLACE' S. LINE MtOV EI1)OIITLET WDHIN AlIC SPACEAT O T DUEArvo (Ni)AT ArtICHAAUEi CNC�RR TU c� nTERR E Ef REITEIRIU MENTS INI All N RC & RATEGRCUITNYFORBATHre00M TYPICAL NOTES -ALL ASSEMBLIES , PROVIDE RUD ILP.ATETEWITE A.DAIR No. Description Date ATEATBaB PRIVIDE MASTIS TRAN"SRaN FROM EXTERIOR SHE,FING To 1. o NIIIIIUN �NEs� Ps"a PHILToRAFTER ECTIONS 4. U­ STAINLESS EL FADOTHEIRS AT ALL rs u°n°°S �Noa �,='o wR o'F ADDNR �I III PR D CTAIRPI-USHATTEASE THNOU' -ALL PErvETD oAANN°e°NONS ATAu MATERIAL LEGEND CNA BRUSHED UONCRETE SLAB. PER OMER PLR, ULLSURYVYYLPI-ARK ORTLEPE PER FLR3 ROONnLE,PEROWNER OVERALL PLANS PT., _ PERowNER ­ BID-, FAINTED SHEETLEGENDPER DwxER Protect Number 26003 ADTYPw TYP, REF OORwUTLJ ESPEtS �Ixsulgrgx De 05/28/2026 E.EED R.vAiuE PER ENERGY CODE NE°. BDLIDSDNFAGEGODNTENTOP WOODCW�NTERT -......-. _..._ FURNNLRE(UwNENPROVIOEl) ITEMSICEIMNGSABAVE A02 -_.FRIaM9.vxeR sPeePeR NEW -- WEST ELEVATION LA03 ,ij�_, O PLATE fA, Tf-LEVATION A03 Va'15 WINDOW SCHEDULE I TAG Height Width I I A I G 1'-6" 2'-0" Q!,.—FL L z NORTH ELEVATION A03 I/. - i'-o- Q 1wpi �- A03 t Smfr,+ELEVATION ii G.BPEDPER l WALL ASSEMBLIES OYt EXT WALL -SIDING ASSEMBLY DSSWWOOUDDDATI—CC.PRONOEVI—P BAUNUEG RRIGro SHFATHINGwNJRB(rvVEK ). E%IENIOR E PANEL p IpP SIDNG,WP-1, AS LANDHNISHFOR TRIPS RAINS REEN AIR FLOW.E R1 TYPICAL ASPHALT ROOF ASSEMBLY srEM IPEA RI STAFF WOODPAOP ooR5POVE I-10 —WOOD D". CEMENT B4C ERBOAROAT WRI ALLLOT 10NS TYP AND TYPICAL NOTES - SLAB NAWINGSNFUN HENS ONAL D REF L �NREDUIREMEN50F CONCRETE SCAS DEBCRIBETHE ITENroNTHE D KN LEsciLDW To S �NTRIrC DR EDWLVAPOR 9ARRIER.EXTENO RARIW,E BEAM, FOOTING, OR SLAB EDGE TC 4, ALL—TYPENETRATIO5oF GLIN5E HALL RECENE TAPE MANUFACT VA aOR ANOAR awRSRAPPNSUNEDFRDPEHURER. 5. PROVIDEMAIN WATERSHUTOFFVALVEAT TYPICAL NOTES - UTILITY L fPL.ANCE REDUIREMENNT PErROWN�ER DRDINA ST SEMOUNTODATH���NInHES)DEESaNAsEI CENTERED IN ALLRECEPTAC� OUTLETS WITH A ER.DRED-EA SPE=ED EA PAN . . L NPLANS U. FROV ED)ODURETWITHINATTICSPACEAT 1. GNDUNI CRC & —VIDE FULLY RATECIRCUITRYFORBATH RECEFTACLES Fr OM HDATERYENT AND LIGHTIN TYPICAL NOTES - ALL ASSEMBLIES MATERIAL LEGEND PART =v= Pr E, PERaw En I —I SIDING PNNTED PER —ER SHEET LEGEND SUIT I% WERIDR I EXTERIOR WALL. MEET OR ExCEED R--UE PER EN ERGY CODE RES 77/7771, --NTRTDP wDDDDDNERTOP _..._.... _. FURNITUREIOWNERPRDVIOED) CHP DESIGN CO. UUnneUpeyne@chpdesig.w.com CLIENT TOLAR �ItED qqc i rF DF 1E+0 05.28.2028 0 W z //2/� 2VJ F Lu U D Or U_ XO LL U)00 3: U az W0 ° 2< .�Q 3: J LLI O z No. Description Date ELEVATIONS Project Number 26003 w to Date 05/28/2026 F- A03 In F- O FRAMING REQUIREMENTS pe ga Tug , I I I z.a I I I .xB a xxx x.0 I v m�v I uu I a.xn I a I vr,r I zra I srx« i c�.Np ' 'A zxa m ra r,� z.a z,a I I I I z,a I I z: I 2:e I I I I wp z a ws I a z�w.»w.aEwr.o�oa.n4ar.�w„ww,o.,weE�,wnomwrrff..a,wwws�w�.x�,��w,wMw<oG..worir�ww�. mmrvuws.m«xw ,�. ER,F�,Bx FrNRwN. v- v- u,s SRWCNP.LLNMwaFP�'�mwm vwixexmxmvnxewn�n PllWdABl€Aft1EL➢9Y SlRucnwu MEMO �� vuo a -,mm, usm mw�wR,xwmm��m�m,�Fl.�s �� �u,�m..w�aw�.Nw�en,�mwow �x � v�,m .uinos.wremrtnx E.�ww, �M FRAMING REQUIREMENTS rao ix�wuri nMmwo �ur�ewuEuwns — TMiEMBR E M MFCEfae sE%. ADHERED HING FOR PRO PER ORANAGE '?�jl—E-FEL. — BFROM WRB MEMBRANE MM L2� WALLSECTION 04 4r= . CHP DESIGN CO. .,,.,. CLIENT JOE AND BROOKE TOLAR �p.ED qq0 a /9rFxOF ZE+p .05.28.2026 0 LLI Z O 0 LLI D a U &X, LL 3 z LL c/) Z aw O 1< 0 QN� J W O z No. Description Date I I I I I I I I I I I I I II I I STANDARD DETAILS Pmject Number 26003 w 0 D- 05/28/2026 Z O O K A04 O PROJECT REQUIREMENTS u�BtQ:DIISAf.APFN4.E WASDRIUNDl f9RA5NE XGYMATEZOHf 3A SFISM czONEA GPOUNp5N9W l0AD9F?L&3YIYLDAIB _ 4f.'11:IQtl �pEp� I rid - x�,m�>mammm,a,oa,«.o � I �mwu�Na�m�mry ww�.verwww.w.e as I mN.usuws,arureuzesnweesorexmwnnnwnr swnumwvavwrs.e w I r.xmxun. - mnmmx �s w j aneaw.a•. w I PROJECT REQUIREMENTS cont. MM I N rniM� u�uls N��� wmxxxm,xxm�.mrv�, TYPICAL FLASHING PROFILES B�EL�FIAsw owwa.N� r/ lorwm¢R. XFAD,TRIMw FIASHINf. r PAIN F�I HINGs /\ WALL-TO-FLODR/ROOF � D�RI�P EommOrvswomc,mseims EDGEt F�USHItuwG ixo Y REVERSE DROP VV mm00 �FIABHIua waF urenwenmPeuce £z aooA�waea.� ` INSIDE CORN ER FLASHING MST BASE FVSHING wEn,orc,„.. RNFeunx`HINf. ^ SI�NOTM �rwwGna Y/ Pµ RAPEi�nAL�CAP rxx..yzeemxonrvax F�C3 NOTEALL FLASHING TO BESTAINLESS STEEL, GALV STEEL, OR COPPER. PROVIDE FULLY SOLDERED, WATER -TIGHT SEAMS. FLASHING WHICH WILL APPROPRIATELY BOND TO WATER SOLDERED. WATER- TIGHT SEAMS, FLASHING WHICH WILL APPROPRIATELY BOND TO WATER RESISTIVE BARRIER SPECIFIED AS DIRECTED BY MANUFACTURER. SELECT FLASHING BASED ON BEST GALVANIC REACTION TO METALS BELOW/ADJACENT. SHINGLE WRB LAYER APPROPRIATELY TO INSTALLED METAL FLASHING. TYPICAL WINDOW INSTALL 2 3 nor 4 rxffisnse�wBirxusus xwmv mw ar swan, rsns�lA�� Enl�ni 5 I� � qnm �rvmm,�oPx�m,o�ry �,�rvaox.w.� 6 CHP DESIGN CO. C ,,n AND BROOKE TOLAR �p.ED qqc a /9rF OF•1 05.28.2026 0 W z _ _2 U) F U 0 W Y� Or U &r W z In 0 O QW W CL N J W 0 z No. Description Date I I I I I I I I I I I I I I III I III STANDARD DETAILS Project Number 26003 De 05/28/2026 A05 H W en Z O H— U U _ PROPERTY I _ � LINE III I II I I , I I I I I II III II y� JI I I I I I I I 'I I I I I I I I I 1= I IE I I W 10 I l a I I i I CONTRACTOR TO GRADE f SURROUNDING AREA TO I DRANPR PROPERLY z l I ' LOT DRAINAGE AT TYP MIN SLOPE, VV KI PROPOSED I 2I SHED s'-51 i I I , 1 I I , I ? VERIFY LOCATION n WITH OWNER IN le-pl RELATION TO EXISTING Y TREE I ell '/ SXI TING HOUSEi I ill I jj I I I III I II L — -- I I I II I I -- — - — -'J PROPERTY LINE Meadowbrook Drive E1 OVERALL SITE PLAN Z �nb.-�. o. PROJECT DATA APPLICABLE CO- FLOORAREA 2021 INTERNATIONAL RESIDENTIAL CODE 2020 NATIONAL ELECTRICAL CODE AIR CONDITIONED AREA STORAGE 2021 INTERNATIONAL PLUMBING CODE FRONT PATIO: 2021 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE TOTALAREA: 2021 INTERNATIONAL FIRE CODE REFER TO CITY WEBSITE FOR ALL ADOPTED AMENDMENTS PER CITY OF GRAPEVINE LOT IDENTIFICATION: 926 MEADOWBROOK DRIVE, GRAPEVINE, TX 76051 PROJECT LOCATION La�or Dr � o e�0 Rd iMcadowbrook Dr Oak romb St CHP DESIGN CO. 34s SF CLIENT 143 SF 133 SF 621 SF JOE AND BROOKE TOLAR �p.ED qqe a /9rF OF•�E+p 5.28.2026 Grapevine It-. Animal Services 4" GRACE Park Grapevine Municipal O Services Center Self H.Whro Hilltop Apartments O Private Or 1 0 LLI z 2 O U) U o0 Lli O & X LL U) U LL_ 0 z W Q wa U �< Co J LLI O z I — No. Description Qate I i I PROJECT DATA AND SITE PLAN LOT DRAINAGE Project Number 26003 LU !n Data 05/28/2026 Z O U A01 05 U