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HomeMy WebLinkAboutSFADD2026-001655 ECEIVED05.­­­ : 17/2026 26-001655 DATE OF ISSUANCE: GRAMME 416 RIDGE ROAD RESIDENTIAL ADDITION &ALTERATION PER -MIT th BUILDING PERMIT APPLICATION SUITE # JOB ADDRESS: LOT: BLOCK: 1VSUBDIVISION. 7- BUILDINC CONTRACTOR (company name.): CURRENT MAILING ADDRESS: R CITY/STATE/ZIP: ux z: PROPERTY O'LAINER' CURRENT MAILING ADDRESS,- J�' 'A C]TV/STATE/ZIP, PHONE NUMB ER PROJECT VALUE: $ sl FIRE SPRJNKLERED? YES NO WHAT TRADES NqLL BE NEEDED? ELECTRIC PLUMBING T ECHANICAL DESCRIPTION OF WORK,rO BE DONE: NAME OF BtJS.INESS: Total Square Footage under rouf., Square Footage of alteration/addition: 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) U I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. C.nuirol Number- (Not required for I & 2 family dwellings) 0 1 hereby certify that all 11SI)CSt0l; survey has been conducted for this structure in accordance with the regulatory requirements orthe Texas Department of Health. (RFQKJlRfT,D FOR DEMOLITIONS, ADDITIONS AND OR ALTFRATION TO COMMERCIAL AND PUBLIC BUILDING S) I hereby certify that the. foregoing is correct to the best of my knowledge and all work will be perlbrined 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 or any code, or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NoT uFviFwFD FOR "ANDICAPPED ACCESSIBILITY BY TJE � ITY, AINATTHE DESIGN PROFESSIONALIONVNER IS RESPONSIBLE FOR OBTALNING SUCH APPR� �NAL FROM T4 �" , s PPS fir. rPRIATrt STATE AND OR FEDERAL AG FNCY(S). PRINT NAME: SIGNATURE PHONE EMAIL: 0 CHECK BOX IF PItEfERRED TO BE CONTACTED BY E-MAI THE FOLLONVING IS TO BE COMPLETED BY THE BT71LDI1qG INSPECTION DEPARTMENT Construction Type: Permit Valuation: $ Setbacks Approval to Issue Occu,.-)aiic, Groul).`i�­��: Fire Sniinkler: YES NO Front: Electrical Division" Buildin, Death: Left: Plumbinj t, I I 1�' Mechanical Zonim : *,;��, -- , I , - I Buildin�, Width: Reai Occu,ianc% Load: Grease Trap Ri,_lit: Hood Building Permit Fee: Plan Review A; rove Date, Site Plan A),Date: Plan Review Fee: Fire De,�artment: Date: Lot Draina w e Fee: Public Works Department: Date: Sewer Availabilit, Rate, Health Department: Date: WateT Availabilit Rate Approved for Pemait: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P 0 BOX 95104, GRAPEVINE, TX 76099 (8�7) 41-64-65 D-� 11,0AM I ��-V�FAM AIPUCA1104' '4tP9,4(� IA14, IWO PO Box 95104 , ",vin Texas 76099 1 zgt ADDRESS 416 Ridge Rd. GraUevine, TX 76051 LEGAL Ridgecrest Addition Blk 1 Lot 6 & 7 S a PERMIT HOLDER Steve Rutherford COLLABORATORS Steve Rutherford Rutherford Services, Inc (972) 691-7500 Building - Residential Addition Project # 26-001655 J Project Description: building new Master Bedroom on other 4: side of fireplace. Adding 10 It to kitchen floor plan. [ELECTRONIC REVIEW1 Issued on: 06/30/2026 at 8:34 AM INSPECTIONS 10 1. MISC. Building Inspection 2. Building Setback 3. Building Foundation/Footing 4. Building Pier 5. Building Framing -APPLICANT NAME (individual) **APPLICANT PHONE NUMBER APPLICANT E-MAIL VALUATION Square Footage • CONSTRUCTION TYPE • OCCUPANCY GROUP DOCUMENTS - MISC 01 DOCUMENTS - MISC 02 DOCUMENTS - MISC 03 * ZONING DISTRICT APPROVED TO ISSUE ELECTRIC APPROVED TO ISSUE MECHANICAL APPROVED TO ISSUE PLUMBING WM_ Building Permit Fee, R-3 (Addition) SF r#0.*W#. 2 . 1. builaing lTall I te inspec ion 8. Building Energy Code 9. Lot Drainage Inspection 10. Building Final Steve Rutherford 214)878-5871 250000 2283 VB R-3 416RidgeRd-BuildingPermitApp,PDF 416RidgeRd-FinalPlanALLPAGES.pdf 416RidgeRdwaterflow,PDF R-1 2.5 YES YES YES READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF Page 1/2 MYGOV.US 26-001655, 06/3012026 at 8:34 AM Issued by: Amanda Robeson • ,�, -xr �.r ., r! x r�r � -x a- . �- x +r 1 +r • �r x �.... ,-:... NOT REVIEWED FOR HANDICAPPED x r THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH ADPROVAL FROM APPROPRIATE STATE AND R FEDERAL x •..;,V....e Building ResidentialAddition Project r.0 1) ALL work must be done in compliance with the 2021 INTERNATIONAL UILDING CODE. ** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. ) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. ) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION METRO (17) 10- 010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION IN THIS MYGOV.US 26-001655, 06130/2026 at 8:34 AM Issued by; Amanda Robeson 'I'nr., .. _ ._%l' il. IT'-6" PLATE ANDao�- ar o F N Q tr N P P b �' N- 6 .- y R _ EXISTING 8'PLATE 1 Ex15TING EXISTING - - - t; -',V"-L,*> �,T.-,9o�:�br ll. -:�,,,u: T4.r,o. �'T'o�'." Pori - - 11Fp,FE =.48 ,— GY Rr' _-- 'Rlkl1�..,„ � pR RR p?,: "RR I'R u•m °':'.„=p.., F= A: H 1 u W ,re, —u, p w„. —II O 't INC ........................................................................................................................................................... RESPONSE TO COMMENTS 6-12-26 RECEIVED: 05/7/2026 26-001655 416 RIDGE ROAD RESIDENTIAL ADDITION & ALTERATION WMAOLANFACTORY.COM Bo �Ifu, IN'" FX.TI_ 0"R ll.li.. -"9 V IF �'�—px';,^".T B li g .'R'R„,= ,_ EXISTING EXISTIK EXISTING I T., PLATE ; II I III 'I LIIILLL I _ L 1 �L Ill EXISTNG EXISTING EXISTIN' III, _ i J '.; f '__ 1 '' .'I 8'PLATE I r F EXISTING NEW FRONT ELEVATION V4"= T-O' 3 NEW Ru A (D O W) c- 0 E~ _ ry m I I N J � � J `J O it I Ol z O � Da O l O DESCRIPTION SQUARE FOOTAGE E LOWER AC: 1056 NEW LOWER AO 10I5 E UPPER AC: 1010 TOTAL A/C: 3085 E. GARAGE 53S E POROH: 13E TTL MR- 4163 RUTR RESIDENCE wn Me1o__ - ID.ERD LOTRIDGE ROAD LOt 6 AND PORTION OF LOT T BLOGK Sob 11223 Job afe ADDITION RIOF GRAPEVINE .-`cITT TY OF GRAPEVINE REV.- PATE: ' - :1',TARRANT COUNTY NA NA I - - NOTE: IT IS THE SOLE RESPON5IBILITT PLAN NO. - _- OF THE GUILDER TO VERIFY ALL _ _ _ ASPECTS OF THIS PLAN AND TO ENSURE THAT THIS PLAN MEETS ALL RUTHERFORD =_.. - GOVERNING CODES 4 REOUIREMENTS PG. OF 13 UMPLANFACTCRY.COM F- GARAGE L OW 2 E, OUNER WITH afl P\7 VIC 14',5" 44' L------------------------------- 6*-W FM 0 E. #CITCFEN Ll r= DMm 921F 16- 4 F- FORMAL DIN 61 FL O cp T �F� F -1 1 C TDESCRIPTJOT E I-OkIER AC IO56 NEW 1-0111 - 1011 LEGEND E. UPPER AC: 1010 TOTAL A/C. 3085 EXISTING WALL "E" - EXISTING E GARAGE 5. E. FORDW 239 DT., ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED PRIOR TO TTL AUR 4163 CONSTRUCTION RUTNERFORD RESIDENCE Drwn 416 RIDGE ROAD Job 11223 LOT & AND PORTIONOF LOT I BLOCK I - ---- D.t, 3/12/26 RID,SECREW ADDITION GITT OF eRAFrviNr REV- DATE: ITARRANT COUNTT NA NA NOTT E IT IS THE SOLE RE51FONS1511-1111 PLAN NO, HE M ILDER To 'ER ALL I ASPECTS OF THE FLANANDTo RUTI4ERE-0RD r- f -A, ENSURE THAT THIS PLAN MEETS ALL GOERN[ms CODI "' I op, 13 UMPLANFACTORY.COM --REMOVE BRICK --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- II F- C%ARobaE E. OUNER SUM i� - - I1 E. QUNM BATH 6 FC. 14 F- KllQM L DINH2 R0QM V Fc 6 F.C. a, M M VFL Q o E T _� F ILL c' O DRSCRTPTTON SMARE FOOTAGE E LOWER AC: 1056 EXISTING WALL NEW LO R AC 015 - - - - - - - Demo E. uFnR AC 1010 S' - EXISTM TOTAL A/C 30 E GARAGE 539 ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED PRIOR TO E. M GONSTRIJCTION M AUR 4*3 RUTI4ERFORD RESIDENCE D, — — I 416 RIDGE ROAD --5223 jol) LOT 6 AND PORTION OF LOT I BLOC, 1 DL, RIIOGECREST ADDITION CITY OF GRAPEVINE �TARRAMT �N DATE NA NA [NOTE 1T1sTHESOLERESPONSIBILITY PIAN NO THE BUILDER TO VERIFY ALL ASPECTS OF THIS PLAN AND "To RUTHrFFoFED ENSURE TqAT TH'. '_PLANI.TS11- WD56 d REQUIfREMENTS, PG, 3 OF 13 W W Ulf L A NF A C T 0 RY.r- 0 M t As T U I[ T,:..:,m=,e:n':.-_:*;:�`-:.,,.js-:. te,. I, I- Q i-, 'r :11 1, 1 64'-S" , S, 61-10" w— o ( F 4,.6. 12 �74 SEAM TO WP-ORT UPPER Fr. FLOOR Fr. AFTER WIPPORTING WALL IS 1110.11 DE NEU) LIL 0 NM Luiz, NEW t;'fNW N'AIEW Llikkki b" F, 1 ------------- bm VF, VFL NEW STMI 6FC, F— PCPVZW --- --- --- --- -- --- -- -- --- - FF I I T:-, T;; Z -H, CD O C) - CM V2 O O O O - DESCRIPTION $GUARE FOOTAGE; E LCLER AC: 1056 NEW LOWER AC: 10I9 E UPPER AO: 1010 TOTAL A/C: 3 E GARAGE: 535 NOTE e T' EX157W, DIMENSIONS TO E PORCH 23S BE FIELD VERIFIED 11111011 TO CONSTRUCTION TTL AUR 4163 RUT ER-OFZO RESIDENCE Drawn —T 4 RIDGE ROAD IS Sob 1122S 0 T . AND PORTION 01 LOT I I DM, 3/2/26 LEGEND ROGrcREST ADDITION OF GRAPEVINE 'TARRANT COUNTY REV,- r-)ATF: NEW WALL NA NA SOLE RESPONSIBILITY NO EXISTING WALL 11 VERIFYPLAN EF, TO VERIFY ALL "E" - EXISTING ASPECTS I THIS PLAN AND 10 ENSURE THAT THIS PLAN MEETS ALL RUTHERFORD GOVERNING CODES 4 REOUREMENTS T-Ci-- 4_OF_13_ WMPLANFACTORY.C.OM 81 FC NEW BED s C4 ........... 1 =�14 a, PC ----------------- L —— — — — — 04 8— ....................................... LEGEND NEW WALL EXISTING. WALL. V - EXISTING ALL EXISTING !DIMENSIONS TO ME FIE D VERIFIED PRIOR TO CONSTRUCTION DESCRIPTION SQUARE FOOTAGE: E LOWER AD. 1066 NEW LOtIE AC: IOIS E. UPPER AC 1010 TOTAL A/O 3085 E GARAGE: 53S E PORCH 23S TTL AUR 4163 RUTWERrR RESIDENCE lh,— 416RICE ROAD Job 11223 LOT 6 AG4D PORTION OF LOT I 51,00K D�,t 3/12,C6 ri RIDG!ECREST ADDITION CITY OF GRAPEVINE REV.- DATE: ='TARRANT COUNTY NA NA NOTE' I 0 : IT 15 THE WILE IRESPON51BIL] PLAN NO. OF THE BUILDER TO VERIFY ALL ASPECTS OF THIS PLAN AND RUTHEiORD - W[5 EETO HA� THIS PLAN T5 ALL ENSURE M PG. OF 13 --- ---------- F F ----------- FD , )F-1 cl L ----------- — ---------- Im t Fn 3� 1 0 i Ts A-M m 2a -0oo A P p 8 T T Ail E=d V8 p ---- Pin- ---- -- ---- -- --------------- —i E be th. 4307 SOUTH BOWEN RD, SUITE 133 ARLINGTON, TX 76016 Resir,et,--g'coaai`e Urmen=ions error to any \iE TRO (M) 654-9012 -- �m ♦ P - G` -- - b - � y A mmmm 0 2 13 _ F A- a 2 ma Aa a pa k' fii Q �— � R AWN ��x Arm — b �p� g�NAm 4i oN a8 g g g Zg mg 0 ------- ^� ,b � o 0 o �: � Z lil S p D D y m � 4\ D o m m7 - _ m � '- I jj i i � r0 %] • i I I L—°ermasd _ _ rnese owns are the gropnrFv �r r 1HF PI�CN FAUTUH1 a d err mih ',J S .�. D � FACTORY rn Ii sh�atlHbedthe �IiO D m1!o` N 4307 SOUTH BOWEN RD. S U IIF 133 - ARLING ON, TX 76016 6 METRO817) ES�9012 EXISTNG SIDING I - -- CqJ SHOW EXISTING ROOF SLOPE SHO Q N SIDIW� 81PLATE NEW RIGWT SIDE ELEVATION v4,, 1'-0" FINISH FLOOR BRICK TO MATCH EXI5TING NEW 1/4 1'-V �------------------ EXI--- - < ___ _ _____J1-fx'T18TE P _ _ - L I'I_._ LIJ � L LII I __ I — ✓V \� I� I ILLS-L - 6Q L_ _L III II J J J �L _I,L JJI J � ji IL L',-j � li L F L L IL �' L L '.MIL L L L'_ L ' II I. L L �L LIL ,. ".I JL J .J .ILII .ILL LL L_ LL LL LLL LL LL L417 LL LL LI LL L B'p19TE L T I L L i. I I - - I III---' r--- SIDING l EI�f5HfL09R_-._________z ! ______ 1_____________ _ __ ________ ________________________ LLL I - NEW NEW REAR ELEVATION 1/4'= I-0" WWW.PLANFACTORY.COM ` EXISTING 51DiNG �) ---_-____-_ FINISH FLOOR ` EXISTING BRICK /1 EYISTIN'.a �LEVATION EXISTING EXISTING BRICK O I ?` O E� z - z !— a 0 M _r f=7 � [� v O Ix ra s W .-- 0 r 0 CJ "mot bESC'RTPTION SOVARE FOOTAGE E LOWER AC 1056 NEW LOITER AC 1015 E UPPER AG 1010 TOTAL A/C 3085 E GARAGE 53S E PORCH: 339 TTL .4UR. 41S3 RUTHERFORD RESIDENCE Draw n Mswo 4I6 RIDGE ROAD IS ,jOjT 11223 EXISTING LOT 6 AND PORTION OF LOT t BLOCK Doi f c „_ -,,-'•- ADDITION - - - "CITY OF COUNTY ARRANT COUNTY REV.•_ DATE= NA NA NOTE " E'HE SOLE RESPONSIBILIT PLAN NO, THE BUILDER TO VERIFY ALL ASPECTS OF THIS PLAN AND TO RWTHEi�ORD ENSURE PAT THIS PLAN MEETS ALL GOVERIl1 CODES t REQUIREMENTS - - -- �. 1G.801''13 O�� B Ada` �z o � _ PM 7_m 7 m NaaNa�N� s6 � � ffi�e"oo�Boa o gg °Pa �aeaaaew> � a 10-_Zm Q i�i���ffioeoG § ti TTHi Pt. ei: eacioxv�` a°ta` era n i.`T11 I `aN n A D � �' Hnv rnxv �t r.r,.0 i,P inN 4307 SOUTH IB0WEN RD. - SUITE 133 - ARLINGTON, T\ 76010 ow;%°�ooea:er'e i�no�°e°ea a a g N ne,ir, r,o w. euaa,ng t METRO (817) 651-9012 `° ' w D ➢ 6- - .' on r-` I :N V m m m m ,� Tneye Pl— are the p,iop�erty of A m _'+] • [ 1 - �� i[E P b f: FACTORY tl ere o a � � e � ✓�[Ij ',I _ n° to e rePr° tired tra FACTO s It Ithe mntten nfa"SHE PLAN F'At"CONY t .lixll be the ° p R R g 1307 SOUTH BOWEN RD. - SUITE 133 - ARLINGTON, TX 76016 D riftlYnall tl➢eed © w " t°Re P cUon rtruc METRO (817) 65-1-9012 °r I. as §8 2 to / \) p $ � m 1� 1. { }{ �(/\ ® ��� .`® y m / T y} 4307 SOUTH w«; » - «« .a - m:var a m w� mm «;«e WWW.PLANFACTORY.COM a Reza, 0 i r. — ----- -------------------- ---- -----------,, —� �� I I —---F[��: ----- ------ _ F, _ z I REGISTER O I -REGISTER � I I -_ - - - Ji REGISTER REGISTER REGISTER REGISTER _ REG151E .GISTER r' v REGISTER Q TO EXISTING - G HVAC LOCATION I REGISTER -REGISTER REGISTER O U_ REGISTER '- O f- -- -_--_ __ - DESCRIPTION F-I SQUARE FOOTAGE: E LONER AC 105E NEW LOWER AC: 1019 E UPPER AC 1010 TOTAL A/C: 3O65 .,n;,,,,,..,... ... ... ... ... ...-...ti, ,... ... ... ... ... .......,,^., .,..0..4.:. E GARAGE: S. MAN LEVEL �VAL E. PORCH: 239 I, ALL ELECTRICAL, PLIMBU�a'AND fi1ECk(AN'CAL WOW DONE ACCORDMG `E TO 20]I IRC, :015 IECC ANG 2�3 NE4 72L AUR 4163 2 GC HAS THE OPTION TO RERdJPE SEDER LINE OR WATER LINE OR MECHANICAL DUCT IN ORDER TO SAVE ON COST, - - THESE PLANS ARE A GENERAL LAYOUT T�.'_...,",,T = FI:'v7N' fR iR, T IR,v-.', 3, VERIFY ALL DUCT SIZING WITH HVAC CONTRACTOR RUTHERFORD RESIDENCE D-- MS/6o 416 RIDGE ROAD Sob_ 11223 - - LOT 6 AND PORTION OF LOT T BLOCK : RIDGECREST ADDITION .:: •• CITY OF GRAPEVINE REV.° DATE- .:'.w".".^ib.: :. '::.R::it:'L. :':: f. • i.'a'.^ d, __..,'-. .- ARRANT COUNTY nLAN_N0._ " OF THE BUILDER TO VERIFY ALL ASPECTS OP THIS PLAN AND TO - = - - „✓n,: , ", ,, ,, u ., ,F -i4 ENSURE TWAT THIS PLAN MEETS ALL GOVERNING CODES < REOUIREMENi$ 11 �RU11 THERFORD „ WM PLANFACTORY.COM 2x4 STUO9 ®16 0 C DHL TOP PLATE �,� - B 2 ZINC/PLYWOOD/ORS PRANWO(PLANJ TO i,—Y/18',CTOSH ARCH OOILY PAP R, J/ R 2 D— R. -.- f/` 0eC°4° V°a 1 H�'NIN 20 STEEL L Ex NEEDEDO a6/e�T Y t�xeae 5 —INC, Y LATIE / ST I 9 UCCO FINiSHE—T—STC95—� OPEN DECK I WOOD WALL LIGHTWEIGHT CONCRETE DECKCINALL "II �FaIFS R�- STUCCO WALL SECTION TYP. ARCH DETAIL NOTE SUira cete+ilebd with a I'- fi ',Tub' J e e � (ebv) 4• rex SCALE. 1/2" i'-O" SCALE i/a• - 1•_0, - �. vac sm°>s�io sr• oa.a4. OPIDINGS AIRE r or FROHIBITED� TTPE x GYP SCARE) 1E MEET T MATE D6 AEI. FINISH 56F1T MATERIAL — p�FIT AS BoAIRD� ��� x• '—� - °. UNDER GYP., BOARD SECTION `reSP21018°E �' ATTIC SMOKE PARTITION 1 HOUR FIRE RATED OVERHANG DETAIL v2'=r-0' y STAIR DETAIL n..l�,. ,+�I". I1.-_lr:--- I,z•,l,-o• A9 �El'D'BDl / DRI. E%4 TOP PLAP6 T wsuunoN As sPRcm® � YAO� ANCNO� 2 IB 6.C. VERT. �k E4' O.C. NOBS. EX4 P1R®IDCR HEfllffit 9TU➢9 AT 1®-BBIGR[ 3/E' DTP®OOR GYP9VN \ N16ATNIN�G �RCF � _ _ Ili9tRATlON 69 9P5CDo® E%4 e0(t: P1AR Rf1R 1�ANCNOR RODT9 N CONCRETE AT � 1B LB. FELT PLAtifl�@t0 TURIP UP IE' ON - Hi9D)E 0 _ Nam+ Ro1AR s a' o.c _/ y,R(lsaso noon I — PoUNOATION PL4N TYPICAL WALL SECTION (ONE STORY) IN3IRATION A9 3PRCffSD 8%R CSLING t019T OR THG89 HOTTOL 1HD®Rit PiATR LRIH \sp_ 2 % D TOP 1-1 lJE' Ni'fERiOR GYP9[IN 9NEATHING k PLNL9F[ A9 9P@CH+SD E 8 8 PHt®LOCK HRfl18RN 3RID9 AT M-H®G(TT E84 NAH3R 1/E' Hi9'ODOR 6TP9LDA l HeTR66D t0®Te 9HHATH ING �hE� _ E 8 8 90LE PZATR WfN 9 6• % Ea' nYN00D 1/E� ANCROR HDLT9 BA}FLE � Di91lLATION A9 9PECDc® ' _ Y CONCRETE AT 4' - 0' O.C. =4 NAD8P8 LIUl v%e Ascu s• S 4• soPrte veET e ' '1. - I_ 9/4' E%P. PLYNOOD 90PP1'1' l .ml i t o ( r 9EE MMAVON PLAN abaa xip CORNICE TYPICAL WALL SECTION (TWO STORY) Drawn i Nye YTS "_ Sob Date �PLAN NO. NOTE- IT 15 THE 50LE RESPONSIESILITY ll OF THE MILDER TO ,tRI11 ALL pET41L I ASPECTS OF TH5 PLAN AND TO N M i I EN6WSE THAT THIS PLAEETS ALL I GOVERdING CODES <REMIREMENT s ' PG. I OF 1 X;o Single Family House Energy Report Project Details 2 0/b Above Project Name: THERFORD 416 RIDGE ROAD Code < Builder Name: Justin Sobczak Builder Phone: 817-688-3253 This single family residential project was found to be in compliance with the Builder Email� ptriplecheckinspections.com Address: 416 RIDGE ROAD performance measures described in the 2015 IECC as calculated by the Energy Systems Laboratory, a division of the Texas A&M Engineering Experiment Station City: GRAPEVINE using IC3 version 4.9.1 County: TARRANT Zip: 76051 Certificate #: 1390323 ENERGY SYSTEMS LMORATORY Date Issued: 411612026 1 TEXAS AW ENGINEERING EXPERIMENT STATION Notes: Th—"­ pmd—,5119111—d byth, nor 7 iAd,,g—rg,.—iV, program Th"—hr"d, wt—ea-, byE51 n,TIFS. 10 ... f.-, thv hourly i—cc.,ounrnah iha international F,,,, C--l- Cod, Sec— R405. S,,Walrd IC3 darn -,ad 1-rr,/ Emissions Reduction ... f'gyn— NOx: 0 Jos. sox: 0 lbs, Authorized S,grkurr: CO2e: 464 lbs. -w— I C 3 Vernon,91 Copyright 2026 Energy Systems Laboratory 11223—RUTHERFORD4 16 RIDGE F Page I of 4 General Number of eedraoma: 1 Wait Cavity inau go.— 13 Wall Continuous Inaulaimn: R- 6 orientMion: J m, Windows SHGC: it2S Uiactor, i3 J2 Roof GaddingType: CpmAaa�trSF.inglr Radiant Barrier: Np sealed Attr. No A.fhitulation:. to A[tc Area: 1019 Crthedral CMling Area: p Flat Rooftnan a Wall Area NeMtoAltic: 0 Foundation FoundalianTVpe; slap nn crack Fwndatlon tnaulafion: R- 0 A/C SEER: t6 SVA2: NlA Tannage: a.00 Project Information Structural Floor 1 EMetar Rmah: Rr�rk Stu,ny 2- sludsWdng: 16 Mechanical Rlower Oaor Test 3 -aR.tionType: Ralanced Ventdira RMe: R2 Verdilation G—t n:2a Fan Power. 0 u1 kii. nODUida.05 .—Shine I.; 66 Supply—inaulaton: R-8 Return Oue!r—ai8an: R.8 Heating HeatinirTyPe: Heat P"P Heating Efhcie 82 HSPF Water Heater Water Heater Type: Electric Energy Efficiency: 0 96£r Tank Size: NIA BumerC,., NIA Fin! Hour Rating: N/A 6a11ona Per Mm: NIA noorArea: 1019 noo 11 Height 3 £rant Side Length: 31 Fron! Silo WindawAraa: l5 Front Side shading: 12 Back Side length: 81 Rack Side Wind,, Area: 9311 —liside5hadine: 12 Floor 2 naor Area: t010 Floor-11 Heigh: A Front Side Length: a2 Front side Window Area: 0 Front Si de Shading: t2 8.& Side Length: 42 Rack Side Window Area: 0 Rack Side Shading: 12 .1SM Ade Length: 43 Right Sid—d—ii—: 30 Right Side Shading: 12 Left Side Length: 43 lak Ads WintlpwArea: 19 ,.it Side Shading: 12 Area over Umm�diioned: 0 Right Side length: 26 Right Side Window Area: 0 Right SW. Shading: 12 Left Side L.englh: 26 LeftSidelYndaw Area: 0 Left Side Shadr, 12 51A-6= Version 4.9.1 Copyright 2026 Energy Systems Laboratory 11223 RUTHERFORD_416 RIDG Page 2 of4 Estimated Annual Energy Usage Proposed Peak Electric Demand: 9.0 Proposed Total Area tights 1231 Energy Usage Category Proposed Design Standard Reference Gas(therms) Electric(kWh} Gas (therms) Electric (kWh) Pumps and Miscellaneous 0 59 0 59 Ventilation Fans 0 908 0 891 Mechanical Ventilation 0 0 0 258 Space Cooling 0 2140 0 2169 Space Heating 0 2667 0 2609 Domestic Hot Water 0 3605 0 3605 Site Energy 0 9379 0 9591 ° Cowerswn factors Site to source factor! 3.16 for electric or 1 1 for natural gas IIECC 2015 R405 3) Unit: i MMBtu = 10 therms or i MM8tu = 293.1 kWh ...--- Verson 4.9.1 Copyright 2026 Energy Systems Laboratory 11223_RUTHERFORD 416 RIDGE Page 3 of Disclaimer The International Code Compliance Calculator flC3) software and accompanying documentation are developed and maintained by the Energy Systems Laboratory (ESL) at the Texas ARM Engineering Experiment Station. The IC3 tool is provided as a free public service to support energy code compliance for residential buildings in Texas. However. the ESL makes no warranties, express or implied, regarding the accuracy, completeness, reliability, or suitability of the software or manual for any particular purpose Use of the IC3 software and any data or reports generated twit is at the user's sole risk. The ESL, Texas A&M University System, and its affiliates shall not be held liable for any direct, indirect, incidental, or consequential damage arising from the use of this software or reliance on the information it crackles. Users are responsible for verifying that all project data and outputs meet applicable local, state, and federal cede requirements. This software is intended to assist in evaluating residential energy performance based on standardized inputs. it does not replace the need for professional design services, engineering judgment, or review by local building officials. Users are strongly encouraged to consult the appropriate autbmrty having jurisdiction (AH) to ensure full compliance with current energy codes. .:RWM a Version 4.9.1 Copyright 2026 Energy Systems Laboratory 11223 RUTHERFORD_416 RIDG Page 4 of4 WINDOW SCHEDULE Project Address: 416 Ridge Rd Call Qty Type Exact Size Size 2 ISingte Hung�3650411t2 x591/2" 2 _ ____ ___ ISingte Hung 3050 35 1/2" x 59 1/2" -=-_[Wmure-- 1 4040 47 112" x 47 1 /2" 3 Single Hung 3060351/2"x 711/2" 1 Single Hung 3036 35 1/2" x 41 1/2" 1 ISingle Hung 12636 I29 1 /2" x 41 1 /2" Window Specifications: Series: B21 Tilt Sash Low-E 366/Clear Glass Argon Fitted 3-1 /4" Jam b Depth Hatf Screens No Muntin Bars Maximum U-Factor: 0.29 Maximum SHGC: 0.23 mt, . Location Series fU-Factor Prmary Ste I B21 Series O 29 Primary Ste. B21 Series 0.29 Primary Bath B21 Series 0.27 SHGC 0.22 ------------- 0.22 0.23 Living Room B21 Series 0.29 0.22 Kitchen B21 Series 0.29 0.22 Utility B21 Series 0.29 0.22 IIAM-m- TM LTD. 11.0. F3ux 535097 (;nincl Yrafrie, I 7�053-5047 S9'=t 647-1025 April 16, 2026 The Plan Factory 4303 South Bowen Rd. Ste. 117 Arlington, TX 76016 Re: Lot 6.7 Black 1 416 Rridge Road Ridgecrest Addn, Grapevine Plan: Per and Beam Addn GML# 055940 To Whom it May Concern: The foundation for the above referenced location has been designed and evaluated in accordance with the latest recommendations as set forth by the American Concrete Institute (ACi code 318-99). It has also been designed in accordance with the 2015. 2018, 2021 and 2024 International Residential Codes, the 2015, 2018, 2021 and 2024 International Building Codes. the WRIICRSI-81 Design of Slab -on -Ground Foundation and standard engineering practices. The pertinent soils information utilized in the design was assumed from general soils classifications obtained from the following soil survey published by the United States Department of Agriculture's Soil Conservation Service: Source: Soil Survey of Tarrant County, Texas Qa: 1500 PI: 30 PVR: 2.0" Sincerely, LTD i, `e `` GRAHAM -MARTIN, w. :: it Bill Graham, P.E. Principal Iti I __ =------`I�--- �A HLp i{I 'PO L:N VUNF: 'i'HA'I' F:X1S'I'I\G tifF:R10R l_Il" _ rF FLO IR SOIST LOADINGSTn ceinono a� w) _ EXISTING EOUNDATION Sys"'"_ r,. II �� �� -� r I� I I III) 1H) BEER TO ENSURE THAT E\"[STING EXTERIOR OR41)E IS :11FF'ICIGNT TO SUPPORT NEW FLOUR (GIST RAW — EXISTING FOUNDATION s s'lI'.m I`i FLOOR l�R 4Iv I;` Cw J 1I�YOT Jj, CONCRETE PIER NOTES A ALL PIERS SHALL BE 12" DIA REND W, (3) — #5 VERT EXPEND RFBAR INTO CONC GRAPE BEAM AS SHOWN ALL PIERS SHALL BED A MINIMUM OF 6 BELOW ALL FILL SOUS FLOOR FRAMING NOTES A (3) LI"XB 2"LM MAIN GIRDER SPLICE MAIN GIRDERS OITE PIERS ONLY D ALL FLOOR .JOISTS ARE 2 X G'S W 16' 0C C DBL" REFERS TO DOUBLE JOIST t'NDF:R WALL, ABOVE D LNL'RE'AL'ED LUMBER SHALL NOT COME IN DIRECT CONTACT W- CONCRETE E AS GRAHAM — MARTIN, UTR TOOK NO PART IN THE DESIGN CONSTRUCTION OF THE E\ISTTNG FOUNDATION OR STRUC'I'LIR.AI. (NAME, WE OFTEN NO WARRANTY EITHER EXPLICIT OR IMPLIED WITH REGARD TO ITS FUTURE PERFORMANCE ,"II - _ •,.v..'.".r''YII�I �'4 II II: �.p`.h8. ":'iu„'.,' .e"'-tltQ BUILDER TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION OFTHIS SLAB DRAWING SCALE: 3,16 1 0. � III ex11 Itp "I K 24- L I T. 41 1— T­ —NI IIIreap rrr Il— 11 PU tt I Q­' 1. 1rvU — IMP .7 - ----- 114)SECTTON 1-1 F-I El "'U 'U �Z'Nllll t'vz"­ .I — tiECTION "EC" ION T, EC" ION FSECTION 1111 111 N 111 1-1 111 Ilil I'll '=MT "N'll 'F­� TI THE Ptl­ATI%'�R I— 1 —1G -- 1 "'o", TI ­1 ­­­. canoe,_ 111.37� 'Wxr 1. 141 I. "IF "1 w, JI, ('?SECTION SECTION — — — — — — --- --- — -- ­IPP j j SECTION �II:F,SECTTON SECTTON aFR�I�- Fri., ER -EYE IT-- a,` I-I III'TIIIFI P­ n"Il I I— It'-, FE-E FIT— 111F A IN 't'Al I IC I ""�F�'� I IEtTPATU 'I'L 'LIA'll I,L I IT11.1 -T; I 'I ILL IL blLFF 't'LL _­TF PIT 1 0 - F- IFITIF III ',LIP 'I III- I III ­F1 FIT It' -1- IF ITT "LI 11 —III-F Al 11— 1' II'Ll -'I I ILL MI111—S .111-L A TLA 111!, '111 PI III I -R -IF 7`1 MITI- _TIA I IF FI1'11� I TI P- "T1111 TIF-AuE P, -1-1 'A 1111,171 Y I -,IILI F';NI I I I F' 1� i'll IF It C IIFTIII I — 1111 1111 ,11�� 'C��LTS VJ,T El F-11DE1 I KN OF I ItITO TTF L 11111 jIt I I L'tt "I I F� F �'IL IF P11" I I ILIAITF I IF' It F It I 1'1"ItU J11"Tl l'I "��F AM_I'F A I c I I �.­TtDFI S STY P-1131TEL -0 I_ W � I � 1­1 11 IT Itt Ct F ' I 1—TIT IT IINT " I I TI I.P117 TTIT -IF 1 11-1 1 '1 'Y'l-IIII'l LTYFL IIEF NIT F111- .1 1 -11: -7T-El IFF1 11—FIIIIES T­ IF IF F, �NII , IFI I M I Tll 11 I'TI� :IT I I IT I I' 11"Ll I, I FIT "ALL' `Ft� I PL 1 11 11L 'LIFI I ­_1 TIP III ­111F I 111 1111 I 111PII-1 '1 11 It T ITIU- UPAL LE'l 114 1 'ILL I �j I N A�! 4 111ill M11,11tt 112 'I'LL III:" It 11 , I I A � I IT; ITTIFLpt, S2.0 Bzhi 0- TPJITJF`\ A,AAN_ CF I FT l'i PP47 FIFT41 E ­1 ET III ST11 c. I IPIS4L EAS-L, `AldL Lc^SAIL CONT SHEATHING, SEE DETAIL 41 FL_ CONT SHFT IND— SEE DETAIL #1 LOWER LEVEL WIND-DRACING PLAN WIND -BRACING DESIGN PERFORMED PER THE REQUREMENTS OF THE 2FIB 2021 & 2024 INC WITH DESIGN WIN'SPEEDS (N SECOND HDT) AND 90 MPH FASTEST SUNCAINED SEODOF 11' MPH EXPOSURE B BUILDER TO —IFY ALL DIMENSIONS WOR ARCHITECTURAL DRAWWGS PRIOR TO CONSIRUCHON OF THIS SUB D_.,�AWING SCALE: 3,16 1' 0 F1.0 FRAMINGNOTES I FRAN41NG MATERTAI S IT N-O.: FB - 1300 PST E - 1,600, '100 PSI SOUTHERN YELLOWPINh #2 KD) ---- - --- FJ ST(TT) S SUPPORTING ROOF& CEILING ONLYTORE16"O.C.ITNILSS NOTED OTHERWISE. IDS SUPPORTING STT ROOF, CEILING & FLOOR LOADS TO BE 16"O.C. D, c: —SET THITEBEANS DIRE PNDEN 2F.NE STORY WALL CTLY ABOVEJ ------ ------ CEILING FRAMING PLAN CEILING FRAMING NOTES A Ali CEILING IOIET� ARE E D R TO OC B Nllllll I HILA'J C W 18 X 35 STEEL BM SET NET OF BM FLISH W, CEILING AND ENTEND TOP OF BM INTO WMA. ABOVF. B (1) - I I' I EYE PULSE BG ------------------ ROOF RAFTER FRAMK',PLA _CT -Ni 'L 'D.PVRTl"l.J`AC`TW. INI N.. BUILDER TO VERIFY ALL DIMENSIONS WITH ARCHITECTURAL —fNAl INDRS TO lBNITRUIIIBG OF YEN SLAB DRAWING SCALE: 3, 16" - 1' 01' 'k T �2 A, T, ROOT' FRV,fl- NOTES * ALL RAFTERS ARE 2 X 6 S . GI 01- FOR COMP IIIINME BE' * B B ' INDICATES BEAM BELOW F2.0