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ZBA23-0008 - Staff Report Final REVISEDCase No. ZBA23-0008 REVISED S T A F F R E P O R T March 30, 2023 CASE NO: ZBA23-0008 PROJECT: 1000 Carroll Meadows Ct - SEU Domestic Employee or Family Quarters EXECUTIVE SUMMARY: Marc and Mary Mehlman are requesting approval of a Special Exception Use, per Ordinance No. 480, as amended, Section 44.12(1) for a domestic employee or family quarters on a property described as Lot 5, Block 1, Carroll Meadows Addition, an addition to the City of Southlake, Tarrant County, Texas, and located at 1000 Carroll Meadows Court, Southlake, Tarrant County, Texas. REQUEST DETAILS: The applicant is requesting approval of a Special Exception Use per Ord. No. 480, as amended, Section 44.12(1) to allow a Domestic Employee or Family Quarters in a proposed approximately 725 square foot casita. The casita is proposed to serve as a pool/guest house (parents) and will include a game area with a ping pong and pool table. ACTION NEEDED: 1) Conduct a public hearing 2) Consider approval of a Special Exception Use ATTACHMENTS: (A) Background Information (B)Vicinity Map (C)Application (D) Aerial / Street View / Supporting Information (E)Surrounding Property Owners Map and Responses STAFF CONTACT: Reagan Rothenberger (817) 748-8602 Dennis Killough (817) 748-8072 Department of Planning & Development Services Case No. Attachment A ZBA23-0008 Page 1 BACKGROUND INFORMATION OWNER/APPLICANT: Marc and Mary Mehlman PROPERTY SITUATION: 1000 Carroll Meadows Court LEGAL DESCRIPTION: Lot 5, Block 1, Carroll Meadows Addition LAND USE CATEGORY: Low Density Residential CURRENT ZONING: "SF-1A" – Single Family Residential District HISTORY: -The property was annexed in 1956. -A Final Plat was filed for the property on June 30, 2000. -The “SF-1A” Single Family Residential District zoning was placed on the property with the adoption of Ordinance No. 480 and the Official Zoning Map on September 19, 1989. -The home was built in 2000 and is approximately 6,700 square feet. WATER & SEWER: The property is served by a 8” water line and an 8” sewer line on Carroll Meadows Court. All utilities for the family quarters must be on the same meter as the principal dwelling. STAFF COMMENTS: The findings necessary for the Board to approve a Special Exception Use Permit are below: 1)No special exception shall be granted unless the Board finds that the requested exception is specifically permitted by the zoning ordinance, 2)That the location of the proposed activities and improvements is clearly defined on the concept plan or plot plan, and 3)That the special exception is wholly compatible with the use and permitted development of adjacent properties either as filed or subject to such limitations and requirements as the board deems to be necessary to protect adjacent properties. The requirements for Special Exception Use Permit for servants or family quarters in Zoning Ord. 480, Section 44.12(1) are below: The requirements for Special Exception Use Permit for domestic employee or family quarters in Zoning Ord. 480, Section 44.12(1) are below: a)Domestic employee or family quarters, which are not otherwise permitted as an accessory use under Section 34.1 of this ordinance, are permitted in districts zoned AG, RE-5, RE-7, RCS, SF1-A, SF1-B, SF-2, SF-30, and approved single family residential uses in the DT zone. b)Domestic employee or family quarters are only for residents employed on the premises or family members of the owner of the premises and shall not be rented or otherwise used as a separate domicile. c)The quarters shall be accessory to and subordinate to the principal single-family use and structure except that the gross inhabitable floor Case No. Attachment A ZBA23-0008 Page 2 area shall not exceed one thousand (1,000) square feet in districts zoned SF-30 and shall not be counted toward the sum total of accessory building area but shall be counted toward the maximum permitted lot coverage. d)All utilities must be on the same meter as the principal dwelling. e)A separate septic system from the principal dwelling is required if the quarters are housed other than in the principal dwelling and cannot be accommodated by the existing system. Case No. Attachment B ZBA23-0008 Page 1 VICINITY MAP Case No. Attachment C ZBA23-0008 Page 1 SEU APPLICATION SOUTHLAKE ` � tiE RVICF_S ZONING BOARD OF ADJUSTMENT SPECIAL EXCEPTION USE APPLICATION 1400 Main Street, Suite 310 Southlake, TX 76092 Phone: (817)74MO69 Email: PlanningSubmitta]@Ci.Southlake.Tz.Us ZBA CASE NO.: FEE: $305.00 Location of Application: (addressflegal description) Loa- 5 Gi 1 (Arr"d i pdj.47� Owner. Applicant(if different than owner): arL Ni Mar i /Ucl,l.r.,., Address: t«W CA� M l Address: gMMt Mat Ir -2409 Z Telephone: 6ql . 3�- 7j Telephone: Email': Email: `Email should only be provided if you consent to your email becoming pan of public record SEU Permit Requested: (Circle#of Request per Section".12) #1) Domestic Employee or Family Ouaners #2) Accessory Building > Size Permitted #3) In-Home Daycare #4) In-Home Swimming Lessons #5) Non-Commercial Antennas and Satellite Dishes > Height Permitted #6) Setback Reduction for Residential Accessory Building or Structure #7) Accessory Building Located Forward of the Principal Building on the Lot Reason for Application: 7ZT s6 J{ CQ3.k' o•r txck�u.-t se4 $o -)o 290, a..,--. -Fr a o.r ir.p.,� I.,..,. 'Tt.. s -.•1,., s ���•,.Tj.,��. I 'lu� Sir�cl�n '.n yrc n.o,c a> > �..1 He-+c ...'K .- p._l A. J I EXPIRATION OF GRANTED REQUEST. ZONING BOARD OF ADJUSTMENT RULES OF PROCEDURE, Section 7.1 Any special exception or variance granted or authorized by the Board shall authorize the issuance of a building permit and/or a Certificate of Occupancy, as the case may be, for a period of one year from the date of the favorable action of the Board unless said Board shall have in its action approved a different period of time and has so shown such specific period of time in the minutes of its action. If the building permit and/or Certificate of Occupancy shall not have been applied for within said one year period or such extended period as the Board may have specifically granted, then the special exception or variance shall be deemed to have been waived and all rights thereunder terminated. All applications for a request which have been denied shall be deemed to be denied with prejudice unless stated otherwise in the Board's written decision. YOUR RIGHTS TO APPEAL THE BOARD'S DECISION. LOCAL GOVERNMENT CODE, Section 211.011 Any of the following persons may present to a court of record a verified petition stating that the decision of the board of adjustment is illegal in whole or in part and specifying the grounds of the illegality. (1) a person aggrieved by a decision of the board; (2) a taxpayer; or (3) an officer, department, board, or bureau of the municipality. The petition must be presented within ten days after the date the decision is filed in the board's office. Signature of Owner or Authorized Agent: Date: 2 PROPERTY OWNER ACKNOWLEDGEMENTS Notarized signature of all owners is mandatory. Use additional sheets if necessary. Property Ownership Acknowledgement:As owner of the property described in this application, I understand that my property is being considered for a Special Exception Use Permit. / t Signature of Owner Date Owner's Name(Typed or Printed) ArG Notary Acknowledgement:Before me,the undersigned authority,on this day personally appeared known to me to be the person whose name is subscribed to the above and foregoing instrument,and knowledge to met at h 1 he executed the same for the purposes and consideration expressed and in the capacity therein stated. Given under my hand and seal of office on this the k day of 20-2a r TIFFANYCOOPER Notary P In For Texas _ €•: •= My Notary ID#1341373 10, 07 My commission expires the to day of J Gt ki to CIL 2o2_�. �Y Agent Authorization (if applicable) Agent Authorization:I, owner of the aforementioned property do hereby certify that I have given my permission to to act as my agent for this special exception use permit i request. Signature of Owner Date Owner's Name(Typed or Printed) Notary Acknowledgement:Before me,the undersigned authority,on this day personally appeared known to me to be the person whose name is subscribed to the above and foregoing instrument,and knowledge to me that he/she executed the same for the purposes and consideration expressed and in the capacity therein stated. Given under my hand and seal of office on this the day of 20 Notary Public In and For Texas My commission expires the day of 20 3 Case No. Attachment D ZBA23-0008 Page 1 AERIAL PHOTO STREET VIEW Case No. Attachment D ZBA23-0008 Page 2 SUPPORTING INFORMATION __________~200'________________________________________~80'_________~60'_____ n r00 Old English Designs , LLC Plan No PH � 32 D SHEET NO 1 4•-7" 3030 CASEMENT OR F- 2w O 16' OC I IIF- � (� BRICK 1- - - -1 y � � � - INSULATION D ` I IMF SPACED I \ L�—J /W BRINK SHEATHING IW. FINISH AIR SPACE 1/20 ANCHOR BOLT MSS WALL TIES O 4a" Oc-TYP SIDING ALTERNATE KICHEN w 162H V h 2%4 TREATED PUTS - BRICK ARRANGEMENT 39 L El SEALER a\ E U 4" CO IC SIRS REINF 53 62"V�UEEN� W/10/10- me WM VARIES O WEEP HOLES DINING s O 48' OC _ _ — _ _ s __ -- - a -----� B.I. � � F1N.GR. - - - _ _ a� OIA O 1 COMPACT Z 0 I m O [O--~T- -I SELECT FlLL-TNT I [ r - -I 72FO L --� OD ,I ISM VI54UEEN-TYP I i //y^�y 5-{46 BARS COW W//3 1 '-6" TES O 2400C �� (TIES TYP) 4-{4m BARS 5-840 BARS _ SAM UNDER COLS SAM LNDDsruRBD 1'-O" ET F2-SIDING ING COW W/�3 cow W//3 coN�r w/y3 SOIL UNDISTUNE-URBED TIES o 24*0 1'-O" TIES o 2410C _ 1'-O" DIET F5-SIDING TIES o 24.Oc 11.01 1'-5" DIET F, -BRICK 1'-5" _ DIET F4-BRICK F1 F2 F3 F4 F5 F6 F7 F8 6'—o" 5Vo" 13'-2" 5'-10" 600" F2 r .1 EX DOORS MAY BE USE) HERE 5" BRK:KLEDGE F 1 48x48 CONC IF DESIRED Q IF BRICK IS USED PAD / �i ENT HE sas ¢W r STANDARD ABBREVIATIONS AS ANCHOR BOLT INT INTERIOR - - - - - - - - - - VERIFY T WINDOWS CHOSEN RAGE F ES ANU THER ITEAQS AM ADJACENT JT JOINT L , L BY OWNEERR MEETS OR EXCEEDS 2fll AFF AW FINISH FLOOR MAS MASONRY ALL LOC,LL/NATIONAL EGRESS I I IRA �/ AL ALUMINUM MAX MAXIMUM REQUIRE EI CODES. ALT ALTERNATE MECH MECHANICAL L_ _J BD BOARD MTL METAL BLDG BUILDING MIN MINIMUM BM BEAM MT MARBLE J i � a BTM BOTTOM NTS ON CENTER SCALE 3 X CMG CEILING OC ON CEFTER F3lYP UN JOISTS OR ENGINEERED CMU COLD MASONRY UNIT PL PUTT TRUSS SYSTEM �� I COL COLUMN P PRESSURE TREATED CONTRACTOR TO L ATE�- RE RISER CO I CONCRETE PTO RADUS HVAC'S IN ATTIC h PROVIDE IW CCTR ENTER OUS R RADIUS I of ACCESS GET DETAIL RE REFER CPWIDE ADDWTE ELECTRICPL I I s 24'-2" 1I „ '-,G"R OUTLETS IN GREAT Ru, pROVpE Al1EOVAiE LIILIIES F2 o OPEN LIVING EA FOR PObL A* E J o°Wwc DDDIAMET�c ER SHT SHEET DFELTp l- CONTRACTOR TD TE DDA DIAMETER SW SXEEN DOWN Sim SIMIILAR TONS AS DIRECTED BY OWNER AT ISLAND AMALI I AND PING O G 'FABLE - L WATER HTR IN ATTIC s PR IDE D0 EV EL ATION SO SOUARE M fl BEDROOM ACCESS ELEC ELECTRICAL STL STEEL IO 10 U II I 2 D DUAL T&B TOP h BOTTOM O EW EACH WAY UNO UNLESS NOTED C I s EXIST EXISTING OTHERWISE N S'-6" 3 -6n F N FOUNDATION AD WOOD TMRU ROOF F2 s s rF s s FF FINISH FLOOR AN WATER HEATER 4" CONC SLAB REINF o 12 VAULT I VAULT O O GGA GAUGE WITH ALV GALVANIZED WP WEATHER PROOF N W/6X6• 10/10 WIRE MESH N I N� I i NI1 I 3e.36 N N Ni GYP INSULATION ME GYPSUM WALLBOARD WWF WELD AIR FABRIC 0NA�iAILDDNc 2k oHowER HB 0 L I J I (/ �� waLu Da.H N U I GENERAL NOTES N CIB ABV N) 1. WINDOW SIRES INDICATED OR PUNS ARE NOTED BY 6 3086 DEL FRENCH I APPROXIMATE ROUGH OPENING SIRE. REFER TO PUNS h EXTERIOR 4' RISE O ' 0 A MORE MAY BE BATH ELEVATIONS FOR WINDOW TYPES. / M I \ I IF DESIRED EDD HERE 2. COORDINATE LOCATION OF UTILITY METERS WITH SITE PUN L - - - - - - - J F6 �• - - °° Q M FV 2&POCKETM) 'P F�, NE LOCATE AWAY FROM PUBLIC VIEW. _ _ _ _ _ A \ 3. PREFAB FIREPLACE CONSTRUCTION SHALL MEET P EXCEED F /� OPEN 10 ROOF- ALL APPLICABLE CODES REGARDING USE OF FIRE SEPARATIONS, r -- - -- CLEARANCES ETC. IT IS THE CONTRACTOR'S RESPONSIBILTY TO I ;O 1 2 BATH 2& /� ENSURE TINY ALL RUMS AND CONSTRUCTION MEET P EXCEED CODES �+ e e / �� L - 4. DO NOT SCALE DRAWINGS, FOLLOW DIMENSIONS ONLY. FCl o 1 O o 5. BEDROOM WINDOWS SHALL IHAVE A MINIMUM NET CLEAR OPENING I I 2fl I WIC/STOR = OF 5.7 D FT. A MINIMUM NET CLEAR OPENABLE WIDTH OF 20". O Q r m A MINIMUM NET CLEAR PENABLE HEIGHT OF 240 AND HAVE A (D ID COVERED PORCH MAXIMUM FINISHED SILL HEIGHT OF 430 FROM FINISH FLOOR. RAING L J XB STAND CONICHI-LO RODS OF LESS THAN 25B. ALL &INAB SMOKLKROE DENSITY RATING OF SHALL HAVE AFLASPREAD T AN 44550. STAINED CONC 7. BATHROOMS AND UTILITY ROOMS SIAL BE VENTED TO THE ECESS IF OUTSIDE WITH A MINIMUM OF 90 CFM FAN. RANGE HOODS SHALL BRICK PAVERS ALSO BE VENTED TO THE OUTSIDE. e a. ATTIC HVAC UNITS SMALL BE LOCATED WITHIN 2O OF ITS FS FB FV 0 s0 SERVICE OPENING. RETURN MR GRILLES SHALL NOT BE LOCATED '—D 3'—D 12'- D" 3'—D" '—D" I 2'-0 3'-0" 12•_0•• 3'—O" 2'-0' COLS PER I WITHIN 10' OF A GAS FIRED APPLIANCE. - - - - - - - - - - - - - - - - - L b ELEVATION 10 9. ALL INTERIOR WALLS SHALL BE COVERED WITH GYPSUM L - - SALLBOARD GIB) WITH METAL CORNER REINFORCING TAPE FLOAT h I aS SIIB BEN1 A3 RD'D M MBE(p35 ARE 14 USE R8 GREATER.ON USE CEILINGS HE ON SUPPORTING _ CEILING MEMBERS LESS THAN 24' OC. 10. ALL BATH B TOILET AREA WALLS h CEILINGS SHALL HAVE F8 RESISTANT GIB. 7'—O 22'—O" 7'—O" ALL COR ERS OF 11. WIND EXTERIORWALLS SHALL BE BRACED BY ONE OF THE FOLLOWING METHODS: 1/2" EXTERIOR PLYWOOD BLOCKED AT ALL EDGES, FULL 36'—D" HEIGHT OF WALL, MIN OF 49- WIDE. 7'—O" 22'—O" 7'—O" Igo EXTERIOR G SUM SHEATHING, BLOCKED AT ALL EDGES, FULL HEIGHT OF WALLS, MIN OF 49' WIDE. INSTALLED AT 455 DEGREE ANGLE, CONNECTINGOF WALL TO T P/BTM PLATES. FOUNDATION 3s'—o" - 1/4" = 1 '-0 _ _ FLOOR PLAN GILD ENGLISH DESIGNS, LLC ASSUMES NO LIABILITY FOR ANY 1/4" - 1 '-O FDOTNGS ME TO BEAR ON UWISR.RBED LEVEL SOIL DEVOID OF ANY ORGWIC MATDBAL AND HOME BUILT FROM THESE PUNS. IT WILL BE THE RESPONSIBLITY SEPPD AS RDUIRD TO MNMAIN THE REMIRD DEPRI BELOW THE FINAL (RIDE. OF THE PURCHASER TO ENSURE THAT THE FOLLOWING STEPS SOIL BEARING PRESSURE ASSUMED 10 BE 1500 PS'. ARE PERFORMED BEFORE BEGINNING: AI FlLL UNDER GRADE SUPPORTED SIMS T1 RE SEUE , NJN-IXPANSNE WITH A ALL DIMENSIONS AND CONDITIONS ARE TO BE VERIFIED MNIMUM OF C GRANUUI MATERML COMPLTD T1 95%. BY TIME CONTRACTOR AT THE JOB SITE BEFORE PROCEEDING. CONCRETE SI CONFORM TO ICI SPECIROVIONS k SHNL ATAN A MINIMUM COMPRESSIVE CONTRACTOR MUST VERIFY ALL COMPLIANCES WITH ALL STREMOTH OF YJDO PS IN 0 ITS. LOCAL BUILDING CODES WHERE TIME HOME A F2 EA EE; PLAN NO CONCRETE SUDS SHNL HAVE CONTROL JOINTS AT 25' (MAX) I NTERVNS ETCH WAY. Ir THESE PUNS INDICATE LOCATIONS ONLY. ALL ENGINEERING CONCRETE SIDEWALKS TO HAVE [' TDOLID JOINS AT 5' W MNIMUM. ASPECTS SHOULD INCORPORATE TIME ACTUAL SITE CONDITIONS. W REIN ORCING S Il 0 ff A 815 GRADE W. WE O D WIRE MESH 0 ff A 185. O WITHCON OWNER SMALL VERIFY ALL INTERIOR FINISHES HEATED LIVING 723 SF PH -327D WITH OWNER BEFORE PROCEEDING WITH CONSTRUCTION. FT PORCH BAR 357 SF ALL MOOD IN CONTACT WITH CONCRETE T1 BE PRESSURE TTWATED. EXTERIOR ELEVATIONS SHOUD BE REFERRED TO FOR ALL DOOR SPECIFICATIONS GENERAL NOTES EXTERIOR WALL FINISHES. TOTAL SF 1050 SF TITLE COMRACTIXR MR CHECK NTHERION RAN k OETNIS FOR ILCURACV' k SNI11 ASSUME N1 DOORS Ah CASED OPENINGS TRIPLE PACK STUDS UNDER ALL RESPONSBNTY FOR IGCURICI' THERE-OF. MANUFACTURER'S SPECS SIOUD BE REFERRED TO FOR ARE 8'--6 TALL LINO. UM. BEAMS AND SUPPORT BEAMS Sr TOTALS nRL AN es uMHTE FOUNDATION O CONTRACTR SHNL VERIFY ALL SINE COWRDNS WITH MUNITION PUNT AND MVE ANY MU_ ROUGH OPENINGS FOR MORE h WINDOWS CHOSEN AS REQUIRED. NDESSNTY ADJUSTMENTS AT SE PRONDE CATWALK IN ATTIC FLOOR PLAN CONTRACTOR ALL ADHERE TO THE LATEST EDITION OF WINDOW SPECIFICATIONS FOUNISTON OATNIS /5 SHOWN ARE 1YPITAL CIXRAMfON 10 PERFORM IECESSAEV 711E INTERNATIONALSTRUCBLINDING CODE AND APPLICABLE CODES TO C AN MECHANICAL SYSTEMS. ADJUSTMENTS AT 91E AT THE CORSTRLILTOR SITE. ML WINDOWS AT 6'-8 AFF UNLESS INAC AND WATER HATER TO NOTED. BE LOCATED IN ATTIC. Z PoUNIIDN SMALL COAFLY WITH ALL AWLICABL£ CODES AT SITE D N, DEL HUNG DO GN SCALE ERIFICTIONONTACT FINF Old English Designs, LLC SHEET NO COMMA CTIXR 10 PROPERLY SLOPE PoROES k GARAGE AWAY FROA RESIDENCE FOR PROPER C N, CASEMENT DESIGNER FOR VERIFICATION OF INFO. DRAINAGE. F N, FIXED A N, AWNING PROVIDE DRAINAGE MUNI AWAY FROMFOUNI SHAPE IDN A MNIMUM OF 9' OF APE A lO-0 S XORI2 SLIDER /� AWY FROM FOUNIIDTS N IL//] PROVIDE DOUBLE JOIS UNDER WNIS RUNNNG PARALLEL TO FLOOR JOSE. CONmADTOR TO LOCATE ACCESS DOOR WITH MIER PRESENT. Oes att. net 6 MIL YMEEN SHALL BE INSTALLED OVER TILL UNDER CONCRETE. SEAL AROUND OPENING AND MAP JOINTS A MNIMUM OF 12'. 14•-1 .. DOUBLE TOP PLATE NOTE: SPAN TABLES ARE PROVIDED FOR USE IF RIDGE VENT STICK FRAMING IS DESIRED BY OWNER/BUILDER. COMMON STUDS FLOOR JOIST SPANS FOR SOUTHERN PINESPECIES z 0 x12" HDR. w/ FRESIDENTAL LIVING AREAS.UVE LOAD=4W,L0,=36o) r g 1/2" PLYW'D B/T 12 it DEADLOPD=tDy! tf d CRIPPLE STUDS ® SHINGLES III ARCHITECTURAL LILLLILLMLLM It w p SAME SPACING AS LOUVER VENT �g I I I I SIZE SPACING VISUALLY GRADED M2 w0 COMMON STUDSLLuLiiLLLL 1 $•-O" (INCHES) SOUTHERN PINELLLjLLLLLLLLL� (MAX FLOOR JOIST SPANS) a w S� SIDING 12.0 10-3 2x6 16.0 9-4 z LU w 12 ARCHITECTURAL 24.0 7-7 R Q4 12 SHINGLES 12.0 13-6 O 8 LLLLL] ARCHITECTURAL TOP OF BEAM 12 2x8 16.0 11-10 0 SHINGLES SIDING FIELD VERIFY IN e 24.0 9-8 1 O 12.0 16-2 KING STU Ie 1 K) 2x 1 U 16.0 14-0 TRIMMER STUD R 24.0 11-5 Oq OUC�Y SOLE PLATE 12.0 19-1 ery/�G VY JOIST IT GEPS-TYPI 4x4 CYPRESS 2x12 16.0 16-6 24.0 13-6 M / CEILING JOIST SPANS FOR SOUTHERN PINE SPECIES DOOR FRAMING DETAIL III III NAIJA LDI1�1G 12x12 CYPRESS NNINHABITABLEATTICSWITHOUISttlRM1E LNELDAI rt, 2b SCHEMATIC , FOR GENERAL REFERENCE ONLY N VV�1 R COLS P UA• 1 (SCHEMATIC), rk(OL R DACEOFS _ O CULTURED STONE PATTERN BY OWNER •^IOH EIABLE ATTICSPA MDETGRAGEIS DESIRED, SIDING III \ / (FRONT ONLY) REFERTOIHEINTERWITCNAL RESIDENTIAL CODE.SPAN TPBLES."' SIZE SPACING VISUALLY GRADED 92 hill INCHES FLOORSOUTH RN JOIST E L SPANS) (INCHES) (MAX FLOOR JOIST SPANS) DOUBLE TOP PLATE (FT.-IN.) IIII III \ / GALV COL / STANDOFF BASE 12.0 11-10 COMMON STUDS TYP 2x4 16.0 10-9 2%12" HDR. w/ FIN FLR 24.0 9-3 1/2" PLYW'D B/T 12.0 18-8 CRIPPLE STUDS SAME SPACING AS 2x6 16.0 16-11 COMMON STUDS • . . . . . . . . . . . . . . . . . . . . . . . . 24.0 13-11 tt •APPROX GROUND LINE 12.0 24-7 0 LEFT SIDE ELEVATION 7'-31, 2x8 16.0 21-7 s FRONT ELEVATION 24.0 17-7 aka 1 /4 1 0 1 /4" = 1 '-O 0 12.0 26-0 E ;3 2X1 O 16.0 25-7 DOVI 2x12 pz SYP 1/2" STEEL PLATE z z 24.0 20-11 3 1/2"0 BOLTS KING STUD 4 0 24" OC. W/HN,FW RAFTER SPANS FOR SOUTHERN PINE SPECIES CRIPPLE STUDS (GROUND SNOW LOAD=30I CEILING ATTACHEDTO RAFTERS,LA=M) TRIMMER STUD SAME SPACING AS CEILING JOISTS DEAD LOAD=Wpm COMMON STUDS 2x3 LEDGE SIZE SPACING VISUALLY GRADED 42 fHi,YD SOLE PLATE (INCHES) SOUTHERN PINE 12 (MAX FLR JOIST SPANS) z FLITCH ♦� BEAM B� Ee 2x6 16.0 11-21 WINDOW FRAMING DETAIL 6� 2 CLG. JST. 24.0 9 2 (SCHEMATIC), FOR GENERAL REFERENCE ONLY B FRAMING 12.0 16-4 SIDING T -4f DETAIL ARCHITECTURAL SHINGLES 2x8 16.0 14-2 24.0 11-7 12 12.0 19-5 4 12 t 2 2x 1 O 16.0 16-10 ARCHITECTURAL SIDING SHINGLES 8 24.0 13-9 1z2 DRIP x6 FASCIA 12.0 22-10 1z4 RAKE 2x12 16.0 19-10 r 24.0 16-2 P� 5P NOTE: 2868 EXi DOORS MAY BE USED HERE IF DESIRED 2x4 RUNNER PILL / \ / \ O 2x4 LOOKOUTS / \ SIDING / \ 024" OC O O SIDING \ / \ / N E 0) F 2x PER SPAN I ; TRIM - 1x4 TRIM BIRD. / A / O O FASCIA 6" HARDI BD SIDING \ / \ / 2 ; SOFFIT VENTS 'V" GROOVE W/4-1/4" EXPOSURE 2656-2 2656-2 PRE BEA PRESSED BD(RUN GROOVE CASEMENT CASEMENT FORT DIRECTION) FIN FLR RIGHT SIDE ELEVATION REAR ELEVATION COL PER ELEVATION CONTRACTOR TO PROVIDE 2"x BLOCKING ALL OVERHANGS TO BE 16" 1FFWM=Ot1)2FS®E MINIMUM REQUIREMENTS BETWEEN CEILING JOISTS. 'Ut FACE OF STUDWALL, UNO. FIBERGLASS N THE FOLLOWING ARE SUGGESTED MINIMUM REQUIREMENTS ONLY. REFER ASPHALT SHINGLES, SEE Z ALL LUMBER TO BE //2 SYP OR GREATER.ELEVATIONS Z ALL RIDGE BEAMS, HIP & VALLEY RAFTERS TO AND COMPLY WITH ALL LOCAL CODES. OVER Cop FELT, OVER - ARE TO BE GUT FROM 2x10, #2 SYP. 1 PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS. 1/2" cox O.S.B. zx RAFTERS < III CONTRACTOR TO VERIFY ALL LUMBER c III or 7/16" .S.B. � PER SPAN Q LL SIZES & SPACING TO MEET ALL LOCAL L LLJ ALL RAFTERS SHOWN ARE TO CUT FROM A 2. ALL JOISTS NAD HEADERS TO BE ALIGNED WITH STUDS BELOW. 2x CUNT. LL & NATIONAL CODES APPLICABLE TO SITE. Q MIN OF 2x6, //2 SYP ® 24" OC. 3. ALL HEATERS LE BE MIN OF 2-2x10'S WITH 1/Y PLYWOOD INSULATION LL � FLITCH PLATE. UNLESS NOTED. r•x4• Looxours, SPACED CEILING JOISTS ALL CEILING JOISTS SIZED TO MEET LL ALL WORK SHALL BE IN COMPLIANCE WITH a. PROVIDE 1x4 GROSS BRIDGING AT MID POINT OF SPAN OR SAME AS RAFTERS OR ENGINEERED 0 O SOUTHERN PINE COUNCIL" LATEST EDITION O APPLICABLE BUILDING CODES AT SITE. IF B'-o oc MAX IN ALL FLOORS. TRUSS SYSTEM Z LL 5. PROVIDE DOUBLE 2z STRONGBACK AT MID SPAN FOR CEILING 1"X sue FASCIA ALL SITE BUILT BEAMS TO HAVE GLUED THERE ARE NO APPLICABLE CODES AT THE JOISTS WITH SPAN GREATER THAN 10'-0. J O SITE, BUILDER TO USE INTERNATIONAL 6 PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE rxz" TRIM PLYWOOD BETWEEN EACH 2��x, GLUED & BUILDING CODE. 1"X6" FASCIA NAILED. O BETWEEN RIDGE BOARD & CEILING JOISTS AT 4 -O OC MAX. t/2" or 5/8" GYP.BD. ALL ROOF WALL INTERSECTIONS & VALLEYS J. HIP/VALLEY RAFTERS & RIDGE BOARDS SHALL BE ONE SECTION ® PORCH 3 8" A-C PLYW'D (AS SPECIFIED) CONT RIDGE ALL BEAM SIZES & LOCATIONS TO BE / / TO BE THOROUGHLY FLASHED W 22 GA, 2z" SIZE LANCERS THAN RAFTERS. (SCHEMATIC), FOR GENERAL REFERENCE ONLY 2"x BLK'c zx RIDGE VENT VERIFIED BY A LICENSED STRUCTURAL 6" CONT. SCR. VENT ENGINEER. G.I., 24" WIDE MINIMUM. B. ROOF DECKING SHALL BE 1/2' COX PLYWOOD MINIMUM. 1"X FRIEZE BE. (2) 2x4 TOP PLATES SEE ELEVS LOOSE LINTEL SCHEDULE 9. WHERE PRE-ENGINEERED FLOOR AND ROOF TRUSSES ARE USED. WALL COVERING, SEE SPECS. FOR PITCH TRUSS MANUFACTURER MUST PROVIDE SHOP DRAWINGS WHICH & INTERIOR FINISH SCHED. SPAN 0 TO 4'-0 4'-1 TO 5'-0 5'-1 TO J'-O BEAR SEAL OF REGISTERED ENGINEER IN STATE WHERE WORK BEAM HANGER IS TO BE PERFORMED. SIDING R STUCCO 2"X4" STUDS ® 16" O.C. + OWNER TO SELECT ALL DOOR SIZE IL4X3-1/2X3/16 L5x3-1/2x3/8 L®z4x3/B 10. ALL CEILING JOISTS AND RAFTER BRACING TO BEM ON LOAD & WINDOW STYLES. BEARING WALLS DESIGNED TO CARRY LOAD THRU ALL LEVELS AND 2x DOUBLE TOP PLATE AIR SPACE INSULATION BOARD (SEE 6 PURLIN ® 46 OC NOTES:1. B TO BEAR 8• MIN AT EACH END. TERMINATE AT BASEMENT FLOOR AND BE SUPPORTED BY THICKENED ALL U CALM. WALL TIES, SPECS.), COVER W/TYVEX W VERIFY ALL STEPS REQUIRED 2. ALL LINTEL$ LLV. SLAB GRADE BEAM OR FOOTING DESIGNED TO CARRY LOAD. CLG. BEAM (ONE FOR EA. 4 1/2 INSULATION ROOF & RIDGE 11. ALL BASEMENT WALLS, BEAMS AND COLUMNS TO BE DESIGNED S.F. OF WALL SURFACE (SCHEMATIC) FOR GENERAL REFERENCE ONLY WOOD HEADER SCHEDULE BY LOCAL STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES. , CLG. JOIST AREA) ALL GROUND LINES ARE APPROX. oPENINc HEADER O VERIFY ALL EXTERIOR MATERIALS 3'-o MAX (2) 3x8's JOIST HANGER W/OWNER PRIOR TO CONSTRUCTION. V-1 TO 4'-0 (2) 2x1O'm Z REFER TO TYP WALL FRAMING 4'-1 TO 6'-0 (2) 2x12'. PLAN NO 2x RIDGE SECTION FOR FRAMING STYLE. NOTES: PH -327D I TREATED BASE 1. HEADER SHOWN IN PLAN OR SECTION SHALL $UPERCEDE R , CONE. (SECURELY THIS ANCHORED TO FLR.), - - - - 2. PROVIDEOVIDE DOUBLE 2z JAMB$ AT EACH END OF W/MASTIC UNDER 2x6 COLLAR BEAM ® 48"OC HEADER (TYP). TITLE 2x RAFTERS PER SPAN 2x4 PURLIN ELEVATIONS PROVIDE WEEP OR FOR FLOORING SYSTEM, SEE W/3/4" NOTCH SEEP HOLES 0 32 FOUNDATION PLAN At DETAILS INTO BRACE O.C. 0 SOT. OF BRICK 2x4 B CES REF ELEV. FOR ROOF PITCH RA ® 48"OC 2x6 2x4 TYPICAL WALL SECTION NOTE: BRACING TO PROVIDE Old English Designs, LLC SHEET NO PROPER BRACING AS REO'D TO CEILING JOISTS OR MEET ALL LOCAL AND CORNICE AREA MAENGINEV (SCHEMATIC), FOR GENERAL REFERENCE ONLY SYSTEM STUDS ERuss NATIONAL CODES. DIFFER FROM SHOWN PER PUN OeSd@att. net TYPICAL SECTION (SCHEMATIC). FOR GENERAL REFERENCE ONLY CEILING FRAMING NOTES: OLD ENGUSH DESIGNS. LLC ASSUMES NO LIABILDY FOR ANY ELECTRICAL CONTRACTOR TO VERIFY ALL EXISTING SITE HOME BUILT FROM THESE PUNS. IT WILL BE THE RESPONSIBLfTY E L_ E C T F? I C A L_ !E; Y NA B O L_ !E; IIICONDITIONS & MAKE ANY NECESSARY ADJUSTMENTS. 1. CONTRACTOR TO PROVIDE 2'x BLOCKING OF THE PURCHASER TO ENSURE THAT THE FOLLOWING STEPS VI BETWEEN ALL CEILING JOISTS. /, ARE PERFORMED BEFORE BEGINNING: W SMALLEST WIRE SIZE TO BE 12 2. 2. ALL LUMBER TO BE #2 S.Y.P. OR GREATER. III ALL DIMENSIONS AND CONDITIONS ARE TO BE VERIFIED y ALL WORK SHALL COMPLY WITH THE NATIONAL a. CONTRACTOR To VERIFY ALL LUMBER SIZES BY u' BY THE CONTRACTOR AT THE JOB SITE BEFORE PROCEEDING. �.( SUSPENDED/SURFACE CLG FIXTURE I� UNDER CABINET FLOUR FIXTURE ELECTRIC CODE & ANY OTHER APPLICABLE AND SPACING TO MEET ALL LOCAL AND NATONAL III CONTRACTOR MUST VERIFY ALL COMPLN WITHH ALL Y RECESSED CEILING FIXTURE ® CEILING EXHAUST FAN CODES APPLICABLE O SITE. W LOCAL BUILDING CODES WHERE THE HOMEME Y REGULATIONS OR LOCAL CODES . 4. ALL CEIUNG JOISTS SIZED TO MEET 'SOUTHERN THESE PUNS INDICATE MRALOCATIONS ONLY. ALL ENGINEERING �--� WALL HUNG FIXTURE N TELEPHONE OUTLET O ALL SMOKE DETECTORS TO BE HARD WIRED PINE COUNCIL' 2003 EDITION. ALL CEILING J01515 � ASPECTS SHOULD INCORPORAT-E THE ACTUAL SITE CONDITIONS. ARE SIZED TO: 20 PSF (LNE LOAD), 10 PSF (DEAD LOAD) aDP DATA PORT TOGETHER WITH BATTERY BACKUP. WRH L/240 DEFLECTION. CONTRACTOR SHALL VERIFY ALL INTERIOR FINISHES C—� FLOURESCENT FIXTURE WITH OWNER BEFORE PROCEEDING WITH CONSTRUCTON. Z CONTRACTOR TO PREWIRE FOR LANDSCAPE B. ALL SIZE BUILT BEAMS TO HAVE 3/4- PLYWOOD BETWEEN EXTERIOR ELEVATIONS SHOULD BE REFERRED TO FOR ALL $ SINGLE POLE SWITCH CORNICE LIGHT LIGHTING IN FRONT & REAR OF RESIDENCE. EACH 2N. GLUED AND NAILED UNLESS OTHERWISE NOTED. 7 EXTERIOR WALL FINISHES. ALL ROUGH NOTE: CONTRACTOR TO PREWIRE FOR SECURITY. B. ALL CEILING JOISTS ARE 2'xe' SHOWN AT 24' O.C. Z MANUFACTURER'S SPECS SHOULD ULDDOOR BE REFERRED CHO FOR SEN $3 THREE WAY SWITCH SD SMOKE DETECTOR LOCATION ALL RAFTERS 2x6's MIN ® 24" OC UN. UNLESS OTHERWISE NOTED. CONTRACTOR SHALL ADHERE TO THE LATEST EDITION of w DUPLEX CONY. OUTLET = = FLOOR OUTLET RO F DECKED WK9 16" APA RATED T. ALL BEAM SIZES AND LOCATONS TO BE VERIFIED THE INTERNATIONAL BUILDING CODE AND APPUCABLE CODES 4G/q20 SHEATHIN N. BY A UCENSED STRUCTURAL ENGINEER. AT THE CONSTRUCTON WE. DUPLEX CONY. OUTLET ABOVE COUNTER B MAIN PANEL ALL RIDGE BMS, HIP RIDGES & VALLEYS 2x10 MIN UN. QLp WEATHERPROOF 110V OUP. CONY. OUT. V-J`-� WALL SCONCE wp ALL ROOF PENETRATIONS TO BE ON SIDES OR REAR OF RESIDENCE. GROUND FAULT INTERRUPT 110V DUPLEX EMERGENCY LIGHT EDGE OF OVERHANG cFI ALL PVC VENTS TO BE PAINTED I--EDGE OF STUDWALL � 220V PLUG—IN BLACK OR TO MATCH ROOFING. a e L L L e a a L L L pc(tar I I wP I I I I I I I I I I I I I I I .a>fva pore.. FIL —II I I I I I I I I VERIFY ALL ROOFPITCHES WITH __J "afvtl p.Pe,r I EXTERIOR ELEVATIONS I // PoEwr I I ,' , o o , I — — ">fva k k PROVIDE ADEQUATE ELECTRICAL \ UNDFIi / IY I I I FLOOR OUTLETS IN GRW RM, SD a»va I r I I I I I I I I I Nib r ` LOCATIONS AS DIRECTED BY OWNER k t t k k k t k k k t t t z s s s s s s s s z z +a,fvtl rt°fe,r I I / NOTE: PROVIDE I UGHONG IN ATTIC / PER OWNER # aafva II II RII i / „ 6J t t t y t t t y t t t Ly J L — W I I I yA �fe l I I _ WP — — — — — — — — — — — —1— — — — — — — —1— — — — — L _ _ _ _ _ _ — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF FRAMING PLAN ROOF PLAN ALL ROOF PITCHES TO BE VERIFIED / WITH EXTERIOR ELEVATIONS. I I PROVIDE ALL FLASHING NECESSARY 1 1 FOR WATERPROOFING. ALL OVERHANGS ARE TO BE 1 '-4" \ _ NOTE: CONTRACTOR TO PROVIDE FROM FACE OF STUD UNLESS S LOCATION EXTERIOR XTER CHOSEN LIGHTS �� � — — PROPER ROOF VENTILATION TO OTHERWISE NOTED. BY DIMMER COLUMNS PER ELEMS MEET ALL APPLICABLE CODES ® SITE ELECTRICAL PLAN (SUGGESTED LAYOUT) MONLDING 1- COVE MOULDING NOTE: CONTRACTOR TO PROVIDE PROPER BRACING AS REO'D TO MEET ALL LOCAL AND 3/4- PLYWO. moRsp-A1 \\\ NATIONAL CODES. > W b \ \ / /mRal srw�rmrTB \ / NOI ITC P EO N ,/4- PI BAcx IF NOIIXITCH `NPER HOMEOWNER J _ N KI C EN PER HOM OWN R O u I z ° IN \ 12 4• BACK SPLASH SBDNG HACK \ \ �7 / � � FINISH NATIONAL b F corer. v�� 1�e NSUU O vawm uAl /vuwm t�ercp SwIS)oI 1S�69uuIR oib ISLAND sHEWRIP E ,/ NCX LVIN CgNG JOISTS OR ENGINEERED mum SYSTEM 2 2x4 TOP SILTS —Z(4A PWK+`�AYnO BEAM DXRS 11P aA } E Iql _ TTYP BUD _ CABINET SECTION GENERAL CABINET NOTES: I( 1. ALL CABINET DIMENSIONS TO BE VERIFIED ON OTP IF SIX BMLTyaO SCALD SITE BY GENERAL CONTRACTOR, PRIOR TO ORDERING OR BUILDING OF CABINETS. 2. ALL CABINET FINISHES AND HARDWARE TO BE L SELECTED BY OWNER. 1OCRPLAN NO N9 ITC EN EIER PH -327D �111 -H TITLE ELECTRICAL 2x4 TREATED - - - ROOF, SECT ,YP (SEE FOUNDATION PLAN FOR D/W FOOTING SPEC AND PLACEMENT)/ Old English Designs, LLC SHEET NO SECTION thru HOUSE 4 oesd @att. n et Case No. Attachment E ZBA23-0008 Page 1 SURROUNDING PROPERTY OWNERS Responses: F: In Favor O: Opposed To U: Undecided NR: No Response Surrounding Property Owner Responses SPO # Owner Zoning Physical Address Acreage Response 1 RUMALLA, VISHUU RPUD 2105 DURANGO CT 0.117851961 NR 2 MADHANI, SALEEM RPUD 912 ASPEN RIDGE DR 0.010238287 NR 3 MILLER, MICHELLE RPUD 908 ASPEN RIDGE DR 0.001944907 NR 4 BISCHLER, PAUL W RPUD 2100 DURANGO CT 0.813230914 O 5 HORN, ROBERT RPUD 2109 CHEYENNE PARK LN 0.279457394 NR 6 JENNIFER M GESCHKE REVOCABLE T RPUD 2101 DURANGO CT 0.775904338 NR 7 GSMC TRUST RPUD 2105 CHEYENNE PARK LN 0.543305844 NR 8 BALLEW, PATRICIA C RPUD 1004 ASPEN RIDGE DR 0.161910361 NR 9 ESTES PARK HOA RPUD 2101 CHEYENNE PARK LN 2.113864364 NR 10 MAUK, RICHARD C SF1-A 1010 CARROLL MEADOWS CT 1.002158105 NR 11 SOULIER REVOCABLE TRUST SF1-A 1005 CARROLL MEADOWS CT 0.744583166 NR 12 BURNETT, BRAYDEN SF1-A 1015 CARROLL MEADOWS CT 0.186408978 NR 13 FULLER, GEORGE A RPUD 912 SILVERTON ST 0.386814545 O 14 POLAREK, BRIAN RPUD 908 SILVERTON ST 0.363032395 NR 15 GREEN, KAYLE RPUD 904 SILVERTON ST 0.14468149 NR 16 MODI, DHRUVANGKUMAR SF1-A 1025 CARROLL MEADOWS CT 1.058305921 NR 17 DODSON, LEEC SF1-A 1020 CARROLL MEADOWS CT 1.033854412 NR Case No. Attachment E ZBA23-0008 Page 2 18 SCHULTZ, BRUCE RPUD 904 ASPEN RIDGE DR 0.407667648 NR 19 GERHART, RICHARD RPUD 900 ASPEN RIDGE DR 0.403843197 NR 20 MADHANI, SHAFIQUE RPUD 900 SILVERTON ST 0.652837766 NR 21 GUARDIAN HILL COUNTRY INVESTME RPUD 1008 ASPEN RIDGE DR 0.663334131 NR 22 MAKSE KURT RPUD 917 SILVERTON ST 0.820210564 NR 23 SUPERINTENDENT OF CARROLL ISD NR 1000 MEHLMAN, MARC SF1-A 1000 CARROLL MEADOWS CT 1.578898027 U Notices Sent: Responses Received: Twenty-four (24) Two (2) 3/29/23, 8:18 AM Mail - Morgan Barclay - Outlook https://outlook.office.com/mail/inbox/id/AAQkADZiMTZhYzFiLTNjZWYtNGM3Mi1hYTk3LTMxMDc5Mzc4YmFlMwAQAMqEQiiA%2FhROmsFXR67gBB…1/2 Online Form Submittal: Planning & Zoning Case Input Form noreply@civicplus.com <noreply@civicplus.com> Tue 3/28/2023 1:11 PM To:Dennis Killough <dkillough@ci.southlake.tx.us>;Jennifer Crosby <jcrosby@cityofsouthlake.com>;Madeline Prater <mprater@ci.southlake.tx.us>;Reagan Rothenberger <rrothenberger@ci.southlake.tx.us>;Morgan Barclay <mbarclay@ci.southlake.tx.us>;Melissa Burnett <mburnett@cityofsouthlake.com> Planning & Zoning Case Input Form Project Name Special Exception use Planning & Zoning Case Number ZBA23-0008 Project Location 1000 Carroll Meadows Ct I am:Opposed Comments / Explanation The Southlake community has voted “no” repeatedly to multi family housing and this should be no exception. Once the zoning is changed, the home owners can change their mind on who uses this detached house. Or they could sell the property and new owners can rent it out. I don’t want that in my neighborhood, I live behind them and this could affect my resell value and the quiet enjoyment of my property. The constant light and sound coming from a house that is lived in is different than one used as a pool house or game room. I am fine with the building but I oppose the rezoning. Please vote no. They have plenty of rooms inside their main house for guests. (Section Break) First Name Amy Last Name Bischler Address 2100 Durango Ct Phone Number (Optional)Field not completed. City Southlake State Tx Zip 76092 Disclaimer This form is to provide feedback on planning & zoning-related requests. Your comments are placed in the related case file as a matter of public record and forwarded to the Planning & Zoning Commission and City Council if action is required by these bodies. Your submission of this form shall not be considered a 3/29/23, 8:18 AM Mail - Morgan Barclay - Outlook https://outlook.office.com/mail/inbox/id/AAQkADZiMTZhYzFiLTNjZWYtNGM3Mi1hYTk3LTMxMDc5Mzc4YmFlMwAQAMqEQiiA%2FhROmsFXR67gBB…2/2 formal protest under Section 211.006(d) of the Texas Local Government Code unless your signature is uploaded and submitted with this form. ***Please note any forms submitted after four P.M. on the meeting date may not be recorded until the following business day.*** Disclaimer Acknowledgment Yes, I understand Signature (For Formal Protests) image.jpg Email not displaying correctly? View it in your browser. Notification Response Form ZBA23-0008 sasd i — SEU for 1000 Carroll Meadows Court Meeting Date: March 30, 2023 at 6:30 PM Fill out: Owner: ® Address City, State, Zip Code: 4 `7u Dg2, PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed Variance referenced above. Space for comments regarding your position: NO VYtU,�-�, -1-t.,►m�.l�� �tarne.S -tn la.►11,� ti��t c�u�.tic�. lx n A;P�In., :LVn Uwq DP a,-j4 , -4j spa f off-- 6sLal ►n y�,� �GtF lt�/1��. "I�li'tL pit 01,✓L Ot.�'.�D�.lua.Lt � S�t.�.0 �Wi 0/ � � >I; �iunr�i� �J rout uts ly, 4y ne; Signature: Date: Additional Signature: L Date: Printed Name(s): Lea ae, 4 P Must be property owner(s)whose names are ' ted at top. Otherwise contact a lan'nintgAelpa4tment. One form per property. Phone Number (optional):