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HomeMy WebLinkAboutSFRA2026-003510vat. : ADrll 8 1909 T% Or — yRT"+gq�+d� C,F N.. 515041—VR KA By J. no' LEGEND + IJq•Tlaal/Inn 4grdp q (1 SCA1.. 1" 261 "ippyHp df�' qwl /Len a,d ra •i'� SL01 Hy petal tlxlel. — R._ p—... F: _ f EXISTING SITE PLAN SCALE: 1116" = V-0" ALL CHANGES REQUIRE CONSTRUCTION HOURS APPROVAL OF REVISED APPROVED PLANS SHALL BE 7:00 A.M. - 7:00 P.M. KEPT ON JOBSITE AT ALL TIMES MONDAY - SATURDAY ONLY PLANS NO WORK PERMITTED ON SUNDAY SPECIAL NOTE SEPERATE PLUMBI NG, SMOKE DETECTORS SHALL BE LINKED PROVIDE SAFETY GLAZINGS AS REQUIRED PER MECHANICAL, ELECTRICAL AND SO THAT WHEN ONE SOUNDS, ALL SECTION 308ANC EMERGENCY ESCAPEAND SIGN PERMITS SHALL BE REQUIRED. SOUND. REs;UE OPENINGS PER SECTION310OFTHE INTERNATIONAL RESIDENTIAL CODE Trl., vpopxRA2BDra �xItle In A Iw mADcoxllna rWos A nova Tt wu 1 r.xn wp�Re u2'. 020E H ,.ralr[m mioxa •A" LOT 27R I r TpnxRTDxxtlt ,woda e■ ..r. t,Ry Noa 1LIq �Aa amepl.od CALLED 74- 17 UEAS. 73.15E 1.1 UT- 030 ®_. _ — y VTIL BSMT. TO THE CITY VOL 0°T76. PC I197. Y.R.T.C.T. Ix,O l u wo ORlCK Rr,S. t bI ONE 3Tn RV If 1 T fo-67 1 �... �f ` '`L••aa o�ja —� ao6t L. 4r {{}}{{ LOT 20R r-p TIA RET. xALL D4K.3 i 314 SPRINGBROOK COURT Ibd•)af APr., Ip AB, 141e eii.V<) um.de �ni N<..tiatnd wdl6f. Burry pl.e ne. haes pnwad ul.r u.l4.ld r lnlrhi pntul.IllarH<pe<Itl i�tly led bM'htll'hlef DO.itl of i'ralaaaPaopb.. pr 9-zp.ndln.nvN tl N, .ntl •,1 Mle p.oe din lfi.l Snsar, m I mn.d<v<ra,)oellon Af lbebi.vof ur lanl4 pee4el n Lod",lv rdl•r l nann.e .v.edrtln.a ax ua.R.nr• ina 1prKr rta.. a.xtl n.emnl.•..a..ytm,.u. «.1L:b. Q joR #'; 99-2493 HARRY ROWELL Aa..uw, me spr.arm[ a apala.lrl In•Dt:n°i%i: ie`a°B°el�ii�a°.°-1 CONTRACTOR SHALL CALL FOR INSPECTIONS: (817) 410-3010 CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION. IT IS THE RESPONSIBILITY OF THE OWNERI DESIGN PROFESSIONAU CONTRACTOR TO HAVE PLANS REVIEWED AND THE BUILDING INSPECTED BY A CERTIFIED ENERGY CODE INSPECTOR IN ACCORDANCE WITH STATE LAW. PLAN REVIEW AND INSPECTION DOCUMENTATION SHOWING COMPLIANCE WITH THE ENERGY CODE ADOPTED THE STATE SHALL BE SUBMITTED TO THE BUILDING OEf -- 11 C, NEW ROOF PLAN SCALE:3/16" = V-0" RESPONSE TO COMMENTS 6-16-26 RECEIVED: 9/17/2025 25-003510 314 SPRINGBROOK CT SECOND STORY ADDITION FA 0A f12 stutUd10 3D line studio, LLC. 411 Bucbngham Rd # 636 Richardson, TK 76081 214-717-7719 w .3dlinesodioxom ISSUE I OG — CITY OF GRAPEVINE ASED FOR NSTRUCTION D DESCRIPTION DATE )317-ia OR IONINO OINREL1CG NREL ORDINANCE CITY APPROVED PLANB TO BE KEPT ON THE JOB IJOS NO. SITE AT ALL TMES. 06/22/2026 1:18:53 PM SHEETTITLE BY: KELLY TAFT TSBPE: I-3971 SITE &ROOF PLANS RE Ix SHEET No. EASEMENTS OR PUBLIC RIGHT-O—AY ALL CHANGES MUST BE APPROVED.x 1 by 5 DOOR SCHEDULE DOOR DOOR NUMBER '� SIZE (WxHxTH) TYPE REMARKS 1 - r n. i alA A I PRINCIPAL DOOR 1A ST x i 3/4" Ai SLIDING DOOR 7'-0" 3 2'-6" x T-0" x 1 3/4" B 4 2'-W z 7'-0" x 1 3/4" D 4A 2'7. T-0^ x 1 314" C 5 2'-8" x T-O" x 1 314" D fi p.%CF E SLIDING DOOR 7 2-6 x T-0° x i 3/4" B 8 2'-6" x T-0° x i 3/4" B 9 11R F '-0T-0"x 1 3/4" " E SLIDING DOOR 10 2'-0" x T-O" x 1 34' F 11 13 2'-8" x T-0" x 1 314" D 3' MR -O' z M.. x 1 314" G BALCONY DOOR 13 Z-8" 1x T-00"x3" 4 z'-84 15 7-8" x 7'-0" x 1 3/4" D DT3/ D 29 EXISTING 1ST FLOOR SCALE: 3/16" = l'-O" AREA CALCULATIONS WINDOW SCHEDULE EXISTING NC 1st Flaor = 2.0808 F. NEW NC 2.d ROD, = 2,070 S.F. WINDOW WINDOW TYPE TOTAL NC= 4,15a S.F. SIZE (WxHxTH) OTY REMARKS p NEW BALCONY= 115 S.F. 1 6-0" x 6'-0^ x 1 3/4" 1 EXISTING GARAGE = 485 S.F. 2 3' 0' x 5'.0" z i 3/4" 4 EXISTING COVER PATIO- 115 S.F. 3 31-0" X 5-O" x 1 3/4" 5 OPEN WINDOW 4 3'-0" x&-0" x 1 3/4" 4 TEMPERED GLASS TOTAL U/RS.F.. = 4.565 S.F. 5 2'-0" x 2'-O" x 1 3/4" 2 studio 4 4 111 D line udio, L.LC. FINI0I H, - NNI2lmoor, q1l Buckstingham Rd Q7 2Cj 4> n Js 1i 636 s fi i FINI3I FAQCO YINI41'r I,OG: A+` © U (D)' n OF�) ` NEW 2ND FLOOR PLAN \ 2 SCALE: 3/16" = 1'-O" Richardson, TX 75081 214-717-7719 �—3dlinestudlacom CITY OF GRP1PEVINE RONFUCT IMIN DRDN NO RDE ANY WORK IN CE CODE R—IN0 CITY APPROVED PLANS TO BE KEPT ON THE JOB 06/22/2026 1:22:52 PM BY: KELLY TAFT TSBPE: 1-3971 RELEASE DOES NOT APPLY TO CONSTRUCTION ALL CHANGES MUST BE APPROVED. U IN z w A U � GO CO y w , O a F- C HH c- > C) V a t0 w M 0 a I ISSUE LOG IN D OESCRIF10N DATE C3-2T 20 I I JJO ND. SHEETTITLE iSt 82nd FLOOR PLANS SHEET ND. 2 by 5 NEW SIDING EXISTING BRICK ExiSTING BRICK FRONT ELEVATION 1` SCALE: 3/16" =1'-0" 3SIDE ELEVATION 3 SCALE: 3/16"= 1'-G' --r EXISTING BRICK EXISTING BRICK SIDE ELEVATION 2 ' SCALE: 3/16" = 1'-0" EXISTING BRICK -XIST ING BRICK - REAR ELEVATION �,� SCALE:3/16"=1'-0" aoline studio 31) line studio, L.L.C. 411 Buckingham Rd # 636 Richardson, TX 75081 214-717-7719 w 3dllnestudio.cam W CITY OF GRAOEVINE� THIS PAGE RELEASED FOR CONSTRUCTION CITY APPROVED PLAINS TO BE KEPT ON THE JOB! SITE AT ALL TIMES. 06/22/2026 1:23:06 PM ; BY: KELLY TAFT TSBPE: 1-3971 ALL CHANGES MUST BE APPROVED. Y DING ISSUELOG is DESCRIPTION DATE I os 1110 1101 No, SHEETTITLE ELEVATIONS I SHEET No. 3 by 5 T\ Imo. CF 12 \4 BAR O GAM,rROOM O CORRIDOR BE DOM.' EP h` KITCHE II IV�N al�T OOM O BEDROOM SECTION A - A '. 4 I IT�I ITSECTION B - B SCALE: 1/4" = 1'-0" COMP, SHINGLES 72 VARIES FELT 1/2. PLYWOOD DECKING 2 % ROOF RAFTERS 016'-B C. \+ METAL DRIP EDGE— ' FASCIA BOARD PER ' OWNER VCEILING JOIST ®i6-DC. GALV. GUTTER k. — R38 INSULATWN'@ CEILING DOWNSPOUTS iR GYP BOARD SOFFIT DOUBLE2 TOP PLATE IT SOFFIT VENTS 0 48" O.0 - FLOOR MIST SYSTEM PER 1% FRIEZE BOARD ENGINEEROR SUPPLIERS SPECSI DRAWINGS FLOORING ' PLYWOOD FLOOR DECKING _SECOND FLOOR FINISH - / end FLOOR SIDING SUILDNGPAPER R SNUN IIITIO SHEATIT" METAL FLASHINGEXISTNG ST NG DE CEILING iO REMAIN NB'6'N . NEW EMSTING 10GVP BOARD 2x4STU NI6'D:C EM9NG BRICK / TREATED 80lF PUTS BASEMOIDING FLOORING r � / EXISTING FOUNDATION 3 SIDING TYP. WALL SECTION aoline studio 31) line studio, L.L.C. 411 Buckingham Rd # 636 Richardson, TX 75081 214-717-7719 WWW.3dlinestudio.c6m ISSUELOG ic' d66LNIbII k DATE I 6s iaz6 CIIY OI�GIi'1�,`PE\Y'IIVE` cGNFLICT WI BUIL�rNE GI00A,}li LNG CITYAPPROVED PLANS TO BE KEPT ON THE JOB a JOB No. 06/22/2026 1:23:12 PM BY: KELLY TAFT TSEi 1-3971 SHEETTITLE SECTIONS & WALL TYPE Ix SHEET No. ALL CHANGES MUST BE APPROVED. 4 by 5 W a 2nd Floor - ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL LEGEND Gelling Fan Ceiling Fan wl Light 2' x 4' lueresceM Light Ceiling Light Wall Light O Exhauat Fan aQ Smoke Detector Smoke Detect or and Calton Monoxitle $ Switch ® Cable TV d Owet 6., OWet Water Proof a Phone spline studio 31) line studio, L.LC. 411 Buckingham Rd # 636 Richardson, TX 75081 214-717-7719 I www.3dlinestu8incom I ISSUE LOG CITY OF GRAPEVINE THIS PAGE REL FOR CONSTRUCTION IN DESCRIPTION DATE .112a 1 1 1 or CONFLICT WITREL H DE OR ZONING ONBINANCE OEDPLANBTDBENEPTDNTHELOM CITY APPROVED SITE ATALL_TIME3, O6/22/2026 1:23:20 PM 1 1 1 IJOB No. BY: KELLY TAFT TSBPE: 1-3971 SHEET TITLE ELECTRICAL FLOOR PLANS R BEASEMENTS ORAPUBLIC RIGH74F WAYC In o N SHEET No. ALL CHANGES MUST BE APPROVED. I by 5 -L:2X6 -'.2X10 :•,24' - � RIDGE 2X8 ataTr a.a„r„�,lN ray:.. c eaN- xs �`e.r tnaa nova AN�05980208H /�oaeaTx xmac X.. ~� 1 0' - _•. 32' - 2X8 2X8 =-.32' - 2X8 -x,... IS =• ;10' - 2X8 Mr.lp•d... ewal .a .r te. ..e.m.a a ..a2..t Ae1+y _ 24' - 2 X 8 14' - 2X8 18' - 2X8 =:..,12' - 2X8 �I T 24' - 2X8 .; _:., 24' - 2X8 1r�ln =...,12' - 2X8 a = 12' - 2X8 =t,12' - 2X8 -11 12' - 2X8 S =.,2X6 - Lines _'.,2X6 - Lines =.,2X6 - Lines =1.,2X6 - Lines = 2X6 - Lines 314 5 =F - Lines -� ,.2X6 =.,2X6 -Lines l here l ..... u.,lh.t .......... l x e-- %ea MlhaRr�1.7.L�..r<.a. =. . -Lines L ,l8.1a Fa _�, - Lines g4ta : to:-.APFI! d 09 ,2X6 =F.,2X6 - Lines i.> c�D�; s' =•.,2X6 - Lines i/T'1fkrlJlrrn .e.l lv.n4 <� '/° °l•l/°•°a°Ir FM -2X6 - Lines -�...- � t ='k..10' - 2X8 2X6 - Lines 2X6 - Lines =.,2X6 - Lines EXISTING =,2X6 -Lines SCALE: 1/16" = 1'-0" 2-10 IN PIALN 2,810.0 52.1 �x=060 xN�a DE a a 20.7 ■ Cx ELx 7.9 ■ 28.5 ■ Ma. apax mr z,E TYP PURLIN AND 28 CJ ■ @za•ism-D• STRUTDETAIL Longer spans -NOT SCALE neetl atldRlanal 8.1 ■ POOL Ref tletail si i1\ cP001� I 20.6 11.6 ■ ■I iL 15.7 10.1 ■ 11111N 20.5 ■ i 20.6 ■ - 10.5■ 10.4 -� fi 2111731 LF 10.3 ■ 7/, (114,4 D> 10.4 ■ 14) (18/18) 27.5 (,7,2) ■ 6 2D I� 4 22 i 38.9 ■ (21/4) 38.1 ,20, 318.3 ■ �' - 105.7 ■L 140.9 ■ 1- I `I 143.4 ■ II III 68.4 ■ - �1 II I 49.3 ■ 22.4 ■ \� y 99.1 ■��� 271.3 ■ -� \\ 7.2 / 21.1 \, a 18.0 ■ \ 261 ■ J _ I I `, � . ... n 5.9 ■ 2� NEW ROOF PLAN C J SCALE:3/16" = 1'-0" BOO= 3Dline B/nk*WeAu^Ma crrf. ru. studio r'�x���' 3Dline studio,LLC. reLaee xsLsOH 16]587 F '°s is v ' OS-10202e 411 Buckingham Rd p636 Richardson, 1%75081 21+717-7719 www361mudiomm w Q W U In x 0 h FN+ 0 w�� Z m� a; CITY OF I ,APEx11 IE CONSTRUCTION SED O THIS P CGEVREL .a A OR zax aav xnNOCa CITYAPPROVE afire ,,PTONTHEJO 06/22/2026 1:23:34 PM BY: KELLY TAFT TSBPE. 1-3971 ALL CHANGES MUST BE APPROVED. ISSUE LOG Ya DESCRIPTION DATE oa-zr 2. jJ0B NO, SHEETTITLE SITE&ROOF PLANS SHEETNO, 1 Ul DOOR SCHEDULE AREA CALCULATIONS WINDOW SCHEDULE DOOR DOOR EXISTING ARC 1sl Floor = 2,080 S.F. WINDOW NUMBEF. NEW ARC 2rW Floor 2.070 S.F. WINDOW ® SIZE (WxHxTH) TYPE REMARKS TOTAL A/C= 4,1503.F. PE OTY REMARKS , # SIZE (WXHxTH) 1 A 3'-0"x8'-0"x13/4' A PRINCIPAL DOOR NEW BALCONY= 115 S.F. 1 8-0"x6'-0'z13/4" 1 to ADr - EXISTING GARAGE = 485 S.F. 2 3'-0" x 5'-0' x 1 3/4" 4 2 2'-6" 7'-0" 13/4" Al B SLIDING DOOR EXISTING COVER PATIO= 115S.F. 3 X-0"x5'-0"x1314" 5 OPEN WINDOW 3 4 2'-6•' x T-O" x 1 314" B TOTAL uRR S.F. _ D 4A 2'-8" x r-0" x 1 3/4' 2'A-1RW 0' x 7'-W x 1 3/4" O 5 2•-8•' x T-0" x 1 3/4" D 6 eua 2 0 3/4' E SLIDING DOOR 7 8 2-6°x T-0"x13/4" 2-fF x T-0" x 1 3/4' B B 9 °F E SLIDING DOOR 10 11 2•-0" xT-0" X 1 3/4. 2'-9' x T-0" x 1 3/4' F D 12 3'AID" z B-0" x 1 3/4' GG E " D InL. 2X6 [:� 13 1 2'-B"xT-0"x1 3/4" 14 2'-8" x r-0" x 1 3/a" 15 2'-8"x 7' -0"x13/4' D I 12X8 V :i M2 _= ti 18' - LVL 11-7/8" - 6' - 2X8 GARAGE 14' - LVL 11-7/8" =ti12' - 2X12 ==ti2X6 - Lines %2X6 - Lines =2X6 - Lines =%2X8 - Lines 2X6 - Lines .� KITC HEN Z—%2X12 - Lines 2X6 - Lines %2X6 - Lines F coRRI� I II I e2nd Agar ' EXISTING 1ST FLOOR` \ SCALE: 3/16" = 1'-0" 4 3'-0" x 8'-0" z 1 31 " 4 TEMPERED GLASS 4,866 S.F. _ 5 2'-0" x 2'-0" x 1 3I4" 2 FINI"k L� (1 Al OS BEDROOM 1,278.2 232.2 I� 699.4 17.9 4.5 13.7 10.8 75.6 208.3 94.9 174.4 88.6 530.3 160.9 326.4 I 6.8" 3,-0' - 3�-0" Fri' I 3DIIfle studio � 4 I 13D line studio, L.L.C. 7NtH v_ °INI�Puxra 411 Buckngham Rd Qi 2 a.N ak636 2X61038 LF! (40/12) ��A• 4'_9' (21/) — (54/8) 1 2X8182 LF (13/14) 2X12552 LF (4/12) (1/18) (1/2) (24/20) (1 14) , 1 �" 2-O a o i ` FINIW, PLOGR 0 2 NEW 2ND FLOOR PLAN SCALE: 3/16" = 1'-0" BOO' --I Richardson, T%75081 214-717147ll-1119 eaA°, w'trFgM gx'o"wF. e x^ wurw3diinestudlo.com T BLAK� ILSON 67551a �� JI 0�-z026 I 1 'I CITY OF GRAPEVINE IS NSTRUCTION clRELEASE DOES NOTAUTROWE ANY WIRK IN oxp CPAGE YRELEASED CDTHE 11ILDINI OE I—MxG ORDINANCE CITY APPROVED PLAINS TO BEKEPT NTHE JOB Sfi TIM 06,22/2026 1:23A8 PM BY: KELLY TAFT TSBPE: 1-3971 ERS MENTS OR PUBLIC RI ALL CHANGES MUST BE APPROVED. — � Fr+YH O x )'j �� > �a w^� C) ISSUE LOG 1c DESCRIPTION DATE oc-nzc 1101 No. SHEET TITLE 1st &2nd FLOOR PLANS SHEET Na •N, 2, Boise Cascade Engineered Wood Products —__— —_--Nfi----._--- I I H6 D LL aM3 ---- —_ _---- d1o, ReWsbns: B:J DESIGN LOADS LIVE LOAD: 40PSF DEAD LOAD: IOPSF FLOOR DESIGNED TO MEET OR EXCEED LI460 FOR QUESTIONS AND SUPPORT CALL: ROBYN BRUS WADE BIERMANN SERGIO CRU2 N 'a DUSTIN CRABLE CUNT GLOSUP (p P otlu a PIatID NetQty Length Plies FJ1 BC1 2 16'16"BCI®4500s-1.8 d'D" 2 FJ2 1 1014500s-1.6 FJ3 6 16'T, Truss -Trim -able 20'0" i FJ4 13 16"TdmTNssTdm-able 1fi 0" 1 FJ5 2 i6"Tnm-Truss-Tdm-able i6'0" 2 FJfi 14 16"Tdm-TNss-1m-able 14'0" 1 FJ7 2 16"Trim-Truss-T—ble ib'0" 2 FJ6 6 16"Trim-Truss-Trim-able 10'0' 1 FJ9 2 16"Tnm-Truss-Tnm-able ID'O- 2 FJ10 B 18"Trim-Truss-Trim-able FJ11 6 i6"Trim-Truss-Td—ble 6'0" 1 BMi 4 1414'x16"VERSA-LAM®2.03100SP 23'0" 4 BM2 2 l4VC.16"VERSA-LAM®203100SP 22'0' 2 BM3 6 14/4'x 18"VERSA{AM�2.031005P 18'0' 3 BM4 4 1414' x 16" VERSA-LAM®2.0 3100 SP 17 2 Cat Bk1 5 i" x IT BC RIM BOARD OSB 1 16"BCI84500s-18 12'0' 41'W 1 1 Connector Summary PIoHO Ory Manu! Protlud Flange H1 1 Simpson HGUS412 None H2 2 Simpson HGUS412 None H3 2 Simpson HU414-2 None H4 1 Simpson HUCQ412-SDS2.5 Reverse HS 25 Simpson MIT41fi None Hfi 10 Simpson MIT41fi None HAREY LL NDRS ONZA U ((pQ AT WISE CASCADE EWP DEPT 1-800.966-3334 () d N_ jf p��� WQ emxN�Nn�NwwonA�`N`�x,� O m SGL t! ........... .. ..... . T. SLAKE WILSON r $4,rp ec%p � LL w n 06-10-2026 m IRK Z SY'Sm Qom' �„9w 2 E.- � E O $m Q�oau Z rGmwry U) o — S LU ao` J B'CTOI.A.C. pEpNZpN1Na CpNFDCTrhTHE—L.'.. 0 CITY APPROVESITENTALL TMESPT NTHE Jog m 0 06/2212026 1:23:59 PM Z ~ 0 a 3 BY: KELLY TAFT TSBPE: 1-3971 W U) m� R. EAsaraeer6 ON NVeuC Nla6nos.wnr R ALL CHANGES MUST BE APPROVED. W V J P7 Oste: 41g/2020 „y By: CLINT GLOSUP 3" "i.'-ht Prolept#: 45420 1Ca a Sbc .,: DWG: 3• min. loos � w' dweer ,...e., s� e a � RAFTER CUT CANTILEVER JOIST rraNCEPED/ JOisT TO Bcax POINT LOAD APPL1CAiitiN sr nNce4cK nPauc4rroN Sheet 1 ILL.C. (817) 268-2345 Blake Wij,�()n Ent"I'lelerl F- - — 1848 Norwood Hnrat, TX 16054 Texas Firm R°9* No. F-3843 ENGINEERING LETTER SLAB FOR 2n6 STORY ADDITION DATE. May 2ro. 2020 yl ..................... Ryan Mike -Mayer TO: 314 springbro011 Court z Texas 76051 13LAY .......... 67,5­8­1, Grapevine, dt, proposed 2�d Story Ad ijon Prolect Grapevine, TX RE: 314 Spring ci., Gra t,-/CEX� Address; <&& T. Slake Wilson, P.E. principal EnginOey EXISTING SLAB — RATFE) FOR 2STORY ADDITION d residence. The a above reference, n has been p,op.sel'011h. one-story wood stud framing A new 2" story addition no on the existing ?nd level will be constructed bear' I slab that will assessment for the existing ith new 'do engineering single far 1" residence w 10 Pro" . home s a one-story This letter Is Intended ddition. The existing support the new 8 lab -On -grade foundation.foundation is structurally reinforced concrete 8 . tion the existing at of the Proposed site inspection and examine ' the construction of the existing Based upon our s additional loading Imposed by modification adequate to support N added reinforcement or remedial. new 2-story addition- 1) of the new addition. foundation is necessary for the construction or comments regarding this assessment Of Please call or email if IOU have questions -1 OF O�,EYtNE [ON the foundation- N, xw cc. file j()87()g-0Aoc EPT ON THE JOB T, E 6� 0612212026 A 24,06 PM Sy, KELLY TAf:TTSBPE. 1-3971 mExrsoav .1L DH..EE 1110- DOOR SCHEDULE AREA CALCULATIONS WINDOW SCHEDULE g.p DOOR DOOR EXISTING NC trt Floor = 2,080 S.F. WINDOW NEW N2nd Flo m om 2.070 S.F. WINDOW NUR48EF. TYPE ® SIZE (WxHxTH) TYPE REMARKS TOTAL NO 4,150 S.F. SIZE (WxHxTH) QTY REMARKS 1 "� A NEW BALCONY= 1153.F. Sul 3'-0" x 8'-0" x 1 3/4' PRINCIPAL DOOR 1 8-0" x 6-0' z t 3/4" 1 m EXISTING GARAGE = 485 S.F. 2 3'-0" x 5'-0. x 1 31 q to 3'u0�x 8'-0"x13/4" Al SLIDING DOOR EXISTING COVER FATIO= 115S.F. 3 X-0"x5'-0"x1314" 5 OPEN WINDOW PNL�1 P"OGAi`r 2 3 2'-6" x 7'-0" x 1 3/4" 2'-6" x T-0" x 1 314" B B TOTAL u,R S.F. _ 4 2'-8" x T-0" x 1 3/4' D c 4A T-0— x 7'-W x 1 3/a" 5 2 8 x T-0" x 1 3/4" D 6 PUR 2 0 3/4' E BLIDINGDOOR 3. 8 2 6 x T-0" x 1 3/4' B 9 °F E SLIDING DOOR 10 11 2'-0" xT-0" x 1 3/4. 2'-8" x T-0" x 1 3/4' F D 12 3'10" 1z B-0" z 1 3/4" G D rnuv n.,.,o n"2X6 13 2'-8"xT-0"x13/4" 14 2'-8" x T-0" x 1 3/4" 15 7-W 7'-0"x13/4" D VI 12X8 :i M2 18' - LVL 11-7/8" �6' - 2X8 GAAGE 14' - LVL 11-7/8" N12'-2X12 %2X6 - Lines =%2X6 - Lines -2X6 - Lines =%2X8 - Lines 2X6 - Lines .r KITC HEN Z—%2X12 - Lines � 2X6 - Lines %2X6 - Lines 4 3'-0" x 8'-0" z 1 3/4 4 TEMPERED OLASB Q 3- 4 4,866 S.F. _ 5 2'-0" x 2'-0" x l 3I4" 2 PINI`k F.WK` � � i FINIW, PLOGR Al BATH , A' 3 1 4 BEDROOM 1 PORCH I n2 dA C;a EXISTING 1ST FLOOR \ SCALE: 3/16" = 1'-0" 1,278.2'I� 232.2 I� 699.4 17.9 4.5 13.7 10.8 75.6 208.3 94.9 174.4 88.6 530.3 160.9 326.4 spline jflldl0 3D line studio, LLC. =Nlw--'ore 411 Buekngham Rd BOOS214-7174719 k"' Rlchdfd50n•T%75081 ebke rkwn nEq rnwM x.-1 i _30n6tudlo.com T ELAK� ILSON 6]581p �Be-10-2a� \I I -,. 5'.n" tfi'd' 1A'A" 2 J lx ;, q1212 }I}I 1 —14 I � - 2X61038LF14 (21/6) (54/8) 7 1 1l. 2X8182 LF- (13/14) I, y1 —FT 2X12552 LF12 8) b 1mII (1/2) 146, /20) (114) p -;,_1 2 2 NEW 2ND FLOOR PLAN SCALE: 3116" = 1'-0" 1 Blake Wilson Engineerittg..pL.L.C. 1848 Norwood Plaza, Ste. 114, Hurst, TX 76054 Phone (817) 268-2345 www.blakewilsonengineering.eom Texas Firm Reg. No. F-3843 ENGINEERING LETTER SLAB FOR 2nd STORY ADDITION DATE: May 26, 2020 TO: Ryan Mike -Mayer pcE.4F.. r 314 Springbrook Court Grapevine, Texas 76051 T. BLAKE WILSON RE: Project: Proposed 2nd Story Addition ..`.......67581.......... Address: 314 Springbrook Ct., Grapevine, TX lik_ T. T. Blake Wilson, P.E. Principal Consulting Engineer EXISTING SLAB — RATED FOR 2 STORY ADDITION A new 2n1 story addition has been proposed for the above referenced residence. The new 2nd level will be constructed bearing on the existing one-story wood stud framing. This letter is intended to provide engineering assessment for the existing slab that will support the new addition. The existing home is a one-story single family residence with a reinforced concrete slab -on -grade foundation. Based upon our site inspection and examination, the existing foundation is structurally adequate to support additional loading imposed by the construction of the proposed new 2-story addition. No added reinforcement or remedial modification of the existing foundation is necessary for the construction of the new addition. Please call or email if you have questions or comments regarding this assessment of the foundation. cc. file 108709.0.doe 1,909L xl'GUinadpJE) 10 Moagbuudg tqc 4a HDNHQIS32I HNIAHdVN0 � p�p c�A 2 g t 0 TtlY ►tlOPPRTY "NOT Lt& IN A 100 Ti►1 Runt tlA1Alb AMrA ACCORD]NO TO y T6 r.R.if.A- VLOOD INR1R RAT& NAP c-m. P.N.[ NP 4RO590 0205 H TtlYI Op wry ]ui IN &DNE LOf E7R I CALLED 74 17 ►1EAS. 73.BG UTIL. E9LIT. TO THE TRAN"Immot -- — -'• — ' % VOL .77b, "G t4M 1) ClCITT.0T. fff ->r =Awtiined, as Atrcbommo) of LM f0 edKrRd OR �1It 1 t)1Rit tlTi�lr � M�➢tR�Y�/ V � [J ri i A POOL SPA QI to O 2 11 oNE STORY bSrcK HE9 - i. l yvj R,',ay ILt r 30, a L, rh? ALL LOT zoa R.R TIE RET tl BILK. 3 Rrrvr �� 78.03 1 4. RErePPRO, L_ e 11' 314 SPRINGBROOK COURT NAerelr oertlry t.Yel en Ibs_ZT��,dp o4 + IR_Q�,, lblu •• - ]nthereb7rrodge+a,Lgd4 v 1 +V ^titr err rgiCTM. 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