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Home My WebLink AboutELSFR2026-002985m�mm m o0 ei o m m ®< z o-m lZ REScheck• WerbTM gA� z Compliance Certificate T s D Project Information p Project Title: 725 Weddle Energy Code: 20151ECC Location. Grapevine, Texas Construction Type: Single Family Project Type: Addition Project Sub Type: None Orientation: Bldg. faces 270 deg. from North Glazing Area: 5% Climate Zone: 3a (2683 HOD) Project No: 1887391 All Electric, false Is Renewable: false Has Battery. false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 725 Weddle Grapevine , TX 76051 Project Notes: IT IS THE RESPONSIBILITY OF THE OWNER/ DESIGN PROFESSIONAL/ 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 BY THE STATE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter Ill R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling. Flat Ceiling or 940 38.0 0.0 0.030 0.030 28 28 Scissor Truss Walk Wood Frame, 16" 259 19.0 GO D 060 0 060 16 16 O.C. Orientation: Front Wall 1 Wood Frame, 16" 313 19.0 00 0 060 D 060 17 17 O.C. Orientation: Right side Window Vinyl Frame 30 0350 D350 11 11 SHGC: 0.25 Orientation: Right side Wall 2: Wood Frame, 16" 259 19.0 00 0 060 0 060 14 14 O.C. Orientation: Back Window 1: Vinyl Frame 30 0.350 0.350 11 11 SHGC: 0.25 Orientation: Back Wall 3: Wood Frame, 16" 313 19.0 0.0 0.060 0.060 18 18 oc cremation: Left side Door: Solid Door (under 18 0.350 0.350 6 6 50%glazing) Orientation: Left side The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Slab -on -grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab -on -grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Compliance Statement The proposed building design described here Is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Mark Devine, ICC #8177308-79 06/04/2026 Name - Title Signature Date LVL CONNECTION i 3-1 314"x 11718" LVLS SDS 1/4"x3 112" SCREWS AT 12" ON CENTERS LVL CONNECTION 2-1314 x11 718" LVLS 10d NAILS AT 16" ON CENTERS ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES CONSTRUCTION HOURS 7:00 A.M,- 7:00 P.M. MOND" - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY CONTRACTOR SHALL CALL FOR INSPECTIONS'. (817)410-3010 CONTRACTOR REGISTRATION WILL SE REVOKED UPON PERMIT EXPIRATION J12 OPTIMAL PERFORMANCE U480 TRIM JOISTS AT 16" ON CENTERS, i IT SIMPSON HU412 I B IK In JOIST HANGERS--\ I� BOTH SIDES it I I N I i�I IIJ�I 12' 11^fi" u1Iri d 4-2x4 STUD, I c In DEN QI � I IIIIII ENTRY �^ 3-2x4 STUD DINING RM. p NOTE USE STRONG BACK STIFFENERS AS PER MANUFACTURES SPECIFICATIONS. MEC DOUBLE JOISTS AT PARTITION WALLS GR 1P .VI^F PLANS HAVE BEEN ' REVIEWED 8 APPROVED BY 1 R. COOPERINE A THIRD PARTY CONSULTING RNGDiSBR CONTRACTOR 2221-B EXECUTIVE DR GARLAND, TX 75041 (872) 271-1518 cooncooverOlmell.con Reviewed by W. Scott Leavelle Texas Power Inspection, LLC of I III 6-17-26 oll IS IDS I �M I I I I 2-1314"x11 1-"8"LVLS 5/8' Type X drywall 32x4s7uos required under stairs SON HU412 OI JST HANGERS GARAGE SPECIAL TE ING, VIDE PER SMOKEGUIRED LINKED I oE310 uMraAL I SO THAT WHEN SOUNDS, I SIGN PERMITS SHALL EBREOU RED. I SGS R�ESC THE LONE D PLAN NORTH co�F ® FLOOR JOIST PLAN SCALE.- 118'�1'-0" IT IS THE RESPONSIBILITY OF THE OWNER/ DESIGN PROFESSIONAL/ 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 BY THE STATE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. C W v C/Z 1.4 O W w A c-!� r 0.—q F+""1 r 4 V1 PLOT SCALE. 118"=1'-IP 4212 JOB5-7-2 6110 DATE 5-7-2026026 L S-1 5-7-2026 F-,M757 1 OF 2 STRUCTURAL NOTES Design Loads: Roof Live Load 20 paf Second Floor Live Load 40 paf MEC First Floor Live Load 40 paf Design Stresses: Concrete (5 sack/yard) 3000 psi ® 28 days Reinforcing ASTM A615-Grade 60 except #3, Grade 40 General Stresses: Lumber- 1200 psi fiber stress in bending Glue Laminates- 2400 psi fiber stress in bending E. COOPER Gang -Lam LVL- 2950 Fb-2.OE (7 1/4"-18") & 2.2E (20") CONSULTING ENGINEER Structural Steel shall conform to ASTM A38 2221-8 ERBCU GARLAND, TX 755041 General Notes: Contractor shall verify all dimensions and conditions at the job site (972) 271-1518 cooucoo"rOrmeiLeoa before commencing work and shall report any discrepancies to the engineer. • Omissions and/or conflicts between the notes, details and drawings shall be brought to the attention of the engineer and reconciled before commencing work. • No alterations shall be made to the drawings or specifications r� without the permission of the engineer. V 1 • Construction methods and techniques shall be the sole responsibility of the contractor. The engineer shall have no liability to the owner for errors incurred by the contractor performing work. • The contractor shall obtain all necessary permits required by the City. O W �_4 Design Standards: International Residential Code, 2015, 2018, 2021 or 2024 edition ACI 318-99R Building Code Requirements for Reinforced Concrete r , d r , E h+•1 01 4 z wW � I,R.i—�NE, PLANS HAVE BEEN w C4 C4 REVIEWED 8 APPROVED BY ^ w A THIRD PARTY CONTRACTOR T /� V 1 �T'� Q in W� za w 04110.1k or t ............................................ 42121 jff 5-7-2026 F- #4757 PLOT SCALE AME JOB NO. 2026110 DATE: 5-7-2026 S-2 2 OF 2 NOTES: e6teny &-` I. A, discrepan es u C be brought Co A B 3 fi th archit tsca1—tnn for revs ion prior 55 a o # to the start of construction. v E b g a g E€ Y�9tlq255 2 Rzler to all 1-1codes for PLANS HAVE BEEN me�ham�1. c ele<er,cal regmrenents. N �` ;` &y ='a REVIEWED &APPROVED A THIRD PARTY 3. a�haer to verry au notes <dmensons 6 e e s� �? !< CONTRACTOR poor to �onstruceon. u 0 o O t�QQa EX5TG TO REMAIN EX5T'G TO REMAIN fY � / P�II oN ---------- EXST'6 EXST'6 o EX5T'G FAMILY KITCHEN BATH TO EvAIN m P ZC .A(F� F� \\ II � W W EXST'G 1J -- _ of T��AIN 5.1.202FEX5TI ;/- TOR MAIN EX5T'G TO REMAIN U--I FOYER EXST'G DINING �I H—I FL -I Q a EX57G EXST'G w GARAGE ,I TO REMAIN O U rTl EXISTING SQUARE FOOTAGE �TITIL p pO 1-1 FU e F N ReR aocn Z34 s-f, N i0ipt 5� i Ii93 5 f. � Q WALL LEGEND J08 # t____jEXIsrINEG eerzEMOve� 26-03 1 �EXIS PING FG REMAIN 5HEEf DEMOLITION PLAN OF 6 5/8' Type X drywall required under stairs LEGEND �, rx To"t° o a<w,sr.nx �r,t�o r,ow, v�.ioe 'NOTE' ELECTKIOAN TO VERfFY4 COORDINATE W EXISTING ELECTRICAL NEW FIRST FLOOR ELECTRICAL PLAN AV PLANS HAVE BEEN REVIEWED$ APPROVED BY UTA THIRD PARTY CONTRACTOR FLOOR PLAN NOTES: I. All walls to be 2x4's ® 16"o.c. unless noh d otherwise. 2. 9ome elosee space may be requmed for 11VAC ducting. Refer HVAC contractor, 3. fefer bwAdery spec,fle notes as required. 4. All walls over 10 high to. be 2xG's I G" o.c. 5. Wr,dox, szes may vary due to types arb ma�rfaeturer. EX5 PG `NOTE' TO RE AIN MEET T'G CHIMNEY APPEARS 10 ET CLEARANCE REQUIREMM ENTS, LD VERIFY. Al ll b fX5T AM—fL EXST'G EX57'6 FAT KITC}{ N BAT I NOTES: I. Any discrepancies must be brought [o ch¢ archicecss' attention for revision prior ro the start of eonstru�on. 2. Refer to. all local codes for plumbing, mechanical, t eleotrv�l rwgerements. 3. builder erify all notes £ gimensions p�orto o�str��n. EXSTG BEDROOM NEW PLAY ROOM 1 NEW TOIX EMAIN I NEWT ET m_ �` � � NEW S Ex TO REEW AIN FOYER r EX57G DINING — i Ee EX5T'G - — EX57G TO REMAIN GARAGE 'NOTE' REMODEL fi NEW NC ADDITION ARE WITHIN THE EXISTING FOOTPRINT, I 'NOTE' NO CHANGE TO EXST'G 111 FOOTPRINT. - NEW S➢UARE FOOTAGE xfW FIRST ft°°R xfw sf cox° FL°oR L LEGEND TOTAL nrC 3t61 5 F NfW GARAGE ... S.F �1!�!!nN�CONSTRUCTON `"`°'°"`" INGTOREMAIN NEW FIRST FLOOR PLAN. T°TAL S°. Fi, 3i3Y s..f. I/4"= I' A"scale z w /1 O U N W NU S - J05 # 26-03 I SHEET 22 OF G I I I I r-------------J db I db (D I p 0 I / I I \ I II I I II II I I I I I I I L� T I I I I I I I I I I I LEGEND I I I II L — — — — — — — — — — — — — �a TM „sw a 0� �z,° a,° t° I I H---------------J ELECTRICIAN TO VERIFY 4 COORDINATE W/ EXISTING ELECTRICAL NEW SECOND FLOOR ELECTRICAL PLAN 1/4"=1'-O"scale PLANS HAVE BEEN REVIEWED & APPROVED BY A THIRD PARTV CONTRACTOR FLOOR PLAN NOTES: I.. All walls w be 2— @ I G" o.c. unless not d otherwise. 2. Some elosee space may be required for HVAC ducting. Refer HVAC contractor. 3. Refer builder speofic notes as required. A. All walls aver 12' high t° be 2xG's @ I W o.c. 5. Window sues may vary due to Lype and manufacturer. I b NEW /' BEDROOM NOTES: I Any diwrepanGes must be brought to F a 8 h $ 5 $ & - -g che archicecss' attention for revision pmor °� _ . §/€ P s �' to the start of construction. xo �'? g x 2. Refer to local for q i.�a§AE54 all codes plumbing, mechanical, f electncal requirements. � v a gY 3 tl � e Y 3. Builder to. veniy all notes 4 dimensions � = a � � & � S Y � � prior to construrl'ian. U � � _ 9 � { a � e � $ W NEW clo5. G O� c NEW Itzc BEDROOM NE BATH z tlNEW GAME) ABLER _ I � NEW GAN—EKOOM IS, �I I III I � f T IxunewwuNoexrewr L jr� I I� dl I� �I I I I I ------------J ,., a L L—_2 oa — — — 'NOTE' `NOTE" "NOTE" WALL LEGEND 2ND FLOOR WINDOW HEAD HT, TO BE @ 7-0" NO CHANGE TO EX57G REMODEL E NEW NC New coNSTzucTloN AFF UNLESS SILL NOTE5 OTHERWISE. FOOTPRINT. ADDITION ARE WITHIN THE NEW SECOND FLOOR PLAN EX15TING FOOTPRINT. �exlsnNc ro ReMAw om Job° �m tiQ t A A�'r�a a W w z OF 5. 1 .202F� z � 0 Q a o � ^ U VQ—I O ^ � W o U N � N u Q JOB # 26-03 I SHEET 3 OF G PLANS HAVE BEEN ' REVIEWEDBAPPROVED BV A THIRD PARTY CONTRACTOR �EX57G ROOF TO REMAIN \ 'NOTE' EX51'G CYTMNEV APPEARS TO _ MEET CLEARANCE REQUIREMENT5, ® FIELD VERIFY. m T. M,TA NTT"',n »A.c �sra S M� NEN E%SPG EXSTIG ROOF TO REMAIN � 7oo NOTES: I. Any discrepancies muse be brought to the architects' attention for revision prior to the start of construction. 2 Rzler to all local codes for plumbing, mechanirzl, f electrical requirements. 3. Builder to venry all notes E dimensions pow to construction. ONEW REAR ELEVATION /4 — I' -O" scale ELEVATION LEGEND oarrl" ru. IXISTING TO REMAIN NEW CONSTRUCTION 0NEW FRONT ELEVATION 1/4" — I'-O"scale K sma�� 'n�� pb�yy�gES5€ it u4 gt��&q�YY N gyy¢'C y"�9T�a u A M �. M, u 0 o 'r��444 L 1E 5—e A Job° °j° m tiQ t .A�'r�a a 6 2 OF S. 1 .202F, H � I —I Q 0 Q a o � Q U Q O � ^ W O U N � N U Q J05 # 2G-03 I 5HEEET ez OF G £ NEW EXST'G ROOF TO REMAIN EXSTG NEW PLANS HAVE BEEN REVIEWED & APPROVED BY A THIRD PARTY CONTRACTOR NOTES: e6teny &-` I. A, discrepan es u C be brought Co th archit tscattentnn for revs ion A B 3 fi a prior to the start of construction. 55 o # v E b g a E€ 9g 2 Rzler to all local codes for plumbing, �vlt qqC $ 4 9� mechanirzl, f electncal r amr meet . N T § � y F� 3. Builder to venry all notes E dimensions poor to coretrucdon. U 6 � B � s �� e av � u 0 o t�QQa fi N p--, w - J° o NEW LEFT ELEVATION O Q AC A (FOoFa 6 2 OF S. 1 .202F, O L� I�1 K WO U Q O ^ W O U N u � N ELEVATION LEGEND S E%ISTINI TO REMAIN �Og # NEW CONSTRUCTION 2G-03 1 NEW RIGHT ELEVATION SHEET OF G 8'-1"PL. 1 _____ ml m_____,r_____________f 1, /II I I 4- 1 IL L I--- - J'I 12: 12 1 STING O N LE5 TO j 111 FXST'G II I 1 � I I U5T'-I 'G 9" PL. j� 11 OFF Jlj 1 1 1� I1". II II --- 111 1 - L I_ I I "E> m II I IC I I III I I oF�, II WII 1�1 wail N 1� "NINGLES TO ��/\ MATCn Ek5T'G 11 I I I I I I I I I I I I II I 1 --L 1. All roof slopes to match —ting unless noted otherwise. 2. overhang to match existing unless noted otherwise. 9. A— direction indicates drainage. 4. Dashed line indicates outside line of stivcture below 5. Venfy location of all gutters E downspoirts with builder poor cons rucnon. 6. Attic ntilation to be provided in ordanc with alleapplicable bldq. codes E city requirements, 7. All plate heights are referenced from floor mmedialcly below. g. Provide double undedayment for asphalt shingles w/ r—f with slopes 14:1 2 pitch as required in sec. K905 of IRC E PLANS HAVE BEEN REVIEWED 8 APPROVED BY A THIRD PARTY Wil Y CONTRACTOR ROOF LEGEND EXISTING TO REMAIN — f 5T1 TO BE REMOVED NEW CONSTRUCTION NOTES: e6teny &a-` I. A, discrepan es u C be brought to th archit tsca1—t— for revs ion A B 3 � �? prior to the start of construction. v F a. E b E € 2 P.eler to all local codes for plumbing, �v"t9g qq2 $ 4 9� mechanirzl, f electncal r amr rnent , N T § � y F� 3. Builder tov ,Fy all notes Edimensions pow to construction. U 6 B s � eav } } a O o �aaa N JJod. PpLl__�)tiE o t Job° V m tiQ t 'A�'r�a O 6 of 5. 1 .202F, NEW ROOF PLAN I/4" = I' -O"scale z � o � Q Q a Q U Q O ^ � W O U u Q J08 # 26-03 1 SHEET (J OF G 6 ® lI vuusn o7- �777,_.. T u-n�ou 1 a" L rxre n�j Zmr ,..f� ar f 12' Moroznxe 12 uuQn*ou =.u+ 12n� 10" EXT. BEAM INT. BEAM INT. DROP IN SLAB THICKEN SLAB INT. DROP IN SLAB 572" _ -O" SCALE: 2 = I'-O" SCALE: 2" = 1'-0' SCALE I. 2" = P-O" SCALE 12" = 1'-0.. 5y 3j' _ 0 syx�' F � � e � _.. . m. 2 mov.. � us s 4snNo'n`131you ..lMr sAuo�susn jl` sniuime L l exnxe_T, �.r>✓ Zm n a. susn uc 1 C 12" 12" ,oQ� ��P s�< 12° EXT. BEAM @ GARAGE DROP @ GARAGE BEAM @ CONC. APRON _ - _ PL=,- l;wve�.m I I I I I I I I s 7'. I I I I I I I I II I'-0" tvPi=ai 2 12" / '2" ;2 Ir' \ FLITCH BEAM P1eR 2' ai axws seae SCALE: I'— PLC" REINFORCING DETAIL SCALE: 1/2" = 1'-0" �o n snrvvc l� II I cusxiou I 11 m I 5 is. I II_az- I FIREPLACE FOOTING SCALE: I/2"= I'-O" M IkK L T. scneouis� eeMwT PMeiN4 a/useon O I � . u, vreor wn_m n uP A FIRE PLACE OPENING SCHEDULE .F. .... i........F..., FIREPLACE DETAILS NOT TO SCALE BALCONY DETAIL SCALE: 1/2"= 1'-0" v -A/ Yu�ec„wxcmMrouwoory iusuwi io "n SAVE DETAIL SCALE: 1 /2" = P-O" till @�s� \e nxiuc wnus 9ys`H9 SP62 ROOF FRAMING DETAIL NOT TO SCALE ixsuwrbx �5 SAVE DETAIL SCALE:, I/2" = I'-O" 4� rasnxs nbx nN�. �� wT�l"or zranea rzs�:nN� .. �° e zxu Enrr ry a.R�o°N--awuran�e® 6oE rnxo sra ec. nPr,' rKe ewunNcu—"TGLzn o.", nowFon BALCONY"DETAIL SAVE DETAIL EAVE DETAIL,,,: SCALE: 1/2" = P-O" SCALE: 1/2" = I'-0' GfL1P 1'T1-E PLANS HAVE BEEN ` REVIEWED&APPROVED BY A THIRD PARTY II" CONTRACTOR MIN �reRnuwx m�e Lm nvr, � awwxa as amo s?AIR W/ RADIUS 2nar /J�/// �LLg suvFx-neES F�a zz rpe�.ure Wno m NVous / C s rcver vrrv. ev. Fxeewc5 ` MIN � nerex eu�wixe moe 36"MINo / °� euxNucre uoo Re w�P�vsmw TT TYPICAL STAIR DETAILS EXT. WALL DETAIL SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" � 8 y CC O LU CCmW� w oho No JOB # STD.—DTL. SHEET Q LEGEND --. FLOWDIRECT[ONRUNOFF GRAPHIC SCALE 1"s10' 10 0 10 20 G C 00 p {W '0 .fir '00 o t 0 0 ZNV7 AINA l a � Z O C N Q `�'�� .� V) ;x /� 4 ��(jjI7I7I�y,, isIt I Q 0 a I .x DO "-�bt � •� N ) Jn ra Q N �OIX+ L8 f E 17 ++ ,m r. d'94 'M "mazes rS�m J E 1, ;C apex _ W J Ic a DRAINAGE PLAN 2 rr GRAPHIC SCALE 20 0 20 40 co co 2-FT CONTOURS (CITY INTERACTIVE MAP) THE PROPOSED IMPROVEMENTS ARE LIMITED TO THE ADDITION OF A SECOND FLOOR. THERE ARE NO PROPOSED EXTERIOR GRADING IMPROVEMENTS OR CHANGES OR MODIFICATIONS. THERE ARE NO CHANGES OR ADDITIONS TO THE FIRST FLOOR BUILDING FOOTPRINT. THIS ADDITION DOES NOT CHANGE THE EXISTING DRAINAGE FLOW PATTERNS SHOWN. DRAINAGE FLOW ARROWS ARE BASED ON A SITE VISIT MADE ON JUNE 2, 2028 BY JEFFREY S. GROUND, TXPE #82.8. THE PROPERTY LIMITS SHOWN ON THE TITLE SURVEY REPRESENTED THE CONDITIONS OBSERVED DURING THE SITE VISIT. I rvO. JIa[v�smrvs Aw. 725 WEDDLE DRIVE LOT 1, BLOCK 1; GLADE CROSSING IV-2 CITY OF GRAPEVINE, TARRANT CO., TX DRAINAGE PLAN 9' et,7 ss coib�ryNlpintl,mee.ieox I�Iae.wnaene�n..nngSPow �s�E xoy oR��i tiE....- E E REV B, C.�i0UN0 hag � wuD ` sxErr xu t.zs Gil LVL CONNECTION i 3-1314"x11718" LVLS N SDS 114'x3 112" SCREWS AT 12" ON CENTERS LVL CONNECTION 4 i 2-1314"x11 718" LVLS 10d NAILS AT 16" ON CENTERS PLAN NORTH ® -F L O O R JOIST PLAN SCALE118"-V-O„ J12 OPTIMAL PERFORMANCE U480 TRIM JOISTS AT 16" ON CENTERS I i _ II �I�rtrt � � � � �rtrtfifi�l SIMPSON HU412 1 - w JOIST HANGER BOTH SIDES /r N IIIIIII I� 12' 11,71 " 4-2x4 STUDI In 11 DEN f ;� KITCHEN77 _/ $ �INeiv C3ar� R �IIIIIIIII O 1�w._,....I I 3-2x4 STUDS --I 1 1 ENTRY DINING RM I jjj l� 17g•LVLE N 0111 7,7Ai;�- oll I" L�I l.. I i i I 2-13147c11 778"LVLS 3-14 STUDS STUDY y I SIMPSON HU412 JOIST HANGERS GARAGE NOTE: USE STRONG BACK STIFFENERS MEC AS PER MANUFACTURES SPECIFICATIONS. DOUBLE JOISTS AT PARTITION WALLS A� R. COOPRR CONSULTING RNGINRBR 2221-R RXRCUTIVB DR GARLAND. TX 75041 (972) 271-1518 =c ooncooner®email. con PLOT JOB No 2026110 DATE: 5-7-2026 S — 1 1 1 OF 2 STRUCTURAL NOTES Design Loads: Roof Live Load 20 psf Second Floor Live Load 40 paf MEC First Floor Live Load 40 paf Design Stresses: Concrete (5 sack/yard) 3000 psi ® 28 days Reinforcing ASTM A815-Grade 80 except #3, Grade 40 General Stresses: Lumber- 1200 psi fiber stress in bending Glue Laminates- 2400 psi fiber stress in bending E. COOPER Gang -Lam LVL- 2950 Fb-2.OE (7 1/4"-18") & 2.2E (20") CONSULTING ENGINEER BXBCU 2221-DIVE Structural Steel shall conform to ASTM A38 GARLAND, ceRLSNO. Ts �so41 750 General Notes: Contractor shall verify all dimensions and conditions at the job site c000(972) 271-1i5 cos before commencing work and shall report any discrepancies to the engineer. • Omissions and/or conflicts between the notes, details and drawings shall be brought to the attention of the engineer and reconciled before commencing work. • No alterations shall be made to the drawings or specifications without the permission of the engineer. • Construction methods and techniques shall be the sole responsibility of the contractor. The engineer shall have no liability to the owner for errors incurred by the contractor performing work. • The contractor shall obtain all necessary permits required by the City. O w 1_4 T Design Standards: International Residential Code, 2015, 2018, 2021 or 2024 edition ACI 318-99R Building Code Requirements for Reinforced Concrete r � w F 1- 4 I--1 L wa a �wW Q Q E-4� w w cx w OF t PLOT SCALE' NONE ........ . J JOB NO. 2026110 DATE: 572026 5-7-2026 C — c� 2 F- #4757 2 OF 2 lZREScheckeWeb � Compliance Certificate Project Information Project Title: 725 Weddle Energy Code: 20151ECC Location. Grapevine, Texas Construction Type: Single Family Project Type: Addition Project Sub Type: None Orientation: Bldg. faces 270 deg. from North Glazing Area: 5% Climate Zone: 3a (2683 HDD) Project No: 1887391 All Electric, false Is Renewable: false Has Battery. false Has Charger: false Has Heat Pump false Construction Sift: Owner/Agent: Designer/Contractor: 725 Weddle Grapevine , TX 76051 Project Notes: Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter Ill R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling. Flat Ceiling or 940 38.0 0.0 0.030 0.030 28 28 Scissor Truss Walk Wood Frame, 16" 259 19.0 GO D 060 0 060 16 16 O.C. Orientation: Front Wall 1 Wood Frame, 16" 313 19.0 00 0 060 D 060 17 17 O.C. Orientation: Right side Window Vinyl Frame 30 0350 D350 11 11 SHGC: 0.25 Orientation: Right side Wall 2: Wood Frame, 16" 259 19.0 00 0 060 0 060 14 14 O.C. Orientation: Back Window 1: Vinyl Frame 30 0.350 0.350 11 11 SHGC: 0.25 Orientation: Back Wall 3: Wood Frame, 16" 313 19.0 0.0 0.060 0.060 18 18 oc cremation: Left side Door: Solid Door (under 18 0.350 0.350 6 6 50%glazing) Orientation: Left side The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Slab -on -grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab -on -grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Compliance Statement The proposed building design described here Is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Mark Devine, ICC #8177308-79 06/04/2026 Name - Title Signature Date