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Home My WebLink AboutSFRA2025-003648 ECEIVED: 9/26/2025 DATE OF ISSUANCE: 25-003648 2803 HIGHCREST DR SECOND STORY PERMIT 'BUILDING PERMIT APPLICATION (PLEASE PRINT LE91BLY - COMPLETE ENTIRE FOP-Nn JOB ADDRESS: LOT: Z4- BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name r eo,J6 T CUR"NT MAILINqADDRESS: WAL Fax# CffY/STATE/ZIP: --PH: # PROPERTY OWNER: Cqfb SM -9Lk0X--0 CURRENT MAILING A 11DRESS: Z100S Y64ME-0- Dbuf-- CITY/STATE/7JP: 07kAltviic —rx ., i rCDD FIRE SPRINKLERED? YES NO Ple' WHAT TRADES WILL BE NEEDED? ems ELECTRIC PLUMBING (-MECHANICAL L,--' DESCRIPTION OF WORK TO BE DONE: 4mf- Avorgo-i USE OF BUILDING OR STRUCTURE: i!�En NAMIE OF BUSINESS. - Total Square Footage under roof. Square Footage of alteration/addition: %?I 64M6f-" 1 hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance With State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new biMdings, alterations and additions) I hereby certify that plans have been submitted to the Texas Departmentof licensing and Regulation for Accessibility Review. Control Number: (Not required for I & 2 family dwellings) I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Gra i evine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED SIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH "Fill-, ,r VAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S) PRINT NAME: Ofti SIGNATURE PHONE #: Lib W-1c VKS EMAIL: 13 CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL Construction Tom_ Permit Valuation: $ 1 Setbacks I proval to Issue OCCU Banc GrDTL. Fire Sprin1der: YES NO Front: 410 Electrical Division: Building Depth: Left: Plumbi onin —,-1-B,uildin,19 Width: Rear: Mechanical Occupancy Load: I,Grease Trap Ri,01t.- 7, Hoo, d Plan Review Aeproval. Date: 1,4q Building Permit Fee: Site PI ro A an _p2 val: Date: Plan Review Fee: Fire Department: Date: Lot Drainale Fee: Public Works Dcparttncnt; Date: Sewer Availabilitv Rate: Health_pe2arftnent: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: Lot Drainage Submitted: Approved: Total Amount Due: P.O. SOX9$104. GRAPEVINE, TX76099 (817)41"65 0:FORMS4OSPFIRMMAPPLICATIONS 1102-ROMIMAMA IM7 1- -1 - ity of Grapevine Building - Residential PO Box 95104 Addition Grapevine, Texas 76099 % 817) 410-3166 Project # 25-003648 Project Description; Construct a 2 -Story Addition (1,799 sf) to **NO a. Existing (3,471 sf) Residence ALTERATION TO EXISTING STRUCTURE [ELECTRONIC REVIEW] Issued on: 11119/2025 at 11: 17 AM ADDRESS 2803 Highcrest Dr, Grapevine, TX 76051 LEGAL Western Oaks Blk 3 Lot 24 A 24 S2203 *05629942* Chris Preston - Chris Preston CDP Construction (940) 464-7830 W:21011 I[4fl 11 1. Building Framing 2. Building Bracing / Sheathing 3. Building Wall Tie Inspection I —APPLICANT NAME (individual) "APPLICANT PHONE NUMBER APPLICANT E-MAIL VALUATION Square Footage CONSTRUCTION TYPE OCCUPANCY GROUP ENERGY REPORT (CITY STAFF USE ONLY) DOCUMENT - LOT DRAINAGE PLOT PLAN (CITY STAFF USE ONLY) DOCUMENTS - MISC 01 DOCUMENTS - MISC 02 DOCUMENTS - MISC 03 ZONING DISTRICT APPROVED TO ISSUE ELECTRIC APPROVED TO ISSUE PLUMBING APPROVED TO ISSUE MECHANICAL SETBACK: LEFT SETBACK:FRONT SETBACK:REAR SETBACK: RIGHT P �. Building Energy Codg 5. Building Final Chris Preston 6306759853 520000 1799 VB R-3 Sladden Residence 2015 IECC REScheck.pdf, 2803 Highorest Dr - Energy Code Review Compliance Letter. pdf 25-003648 - APPROVED LOT DRAINAGE.pdf 2803 Highcrest Permit Application.pdf PLANS.pdf Lot Drainage.pdf R-1 2.5 YES YES YES 8 40 25 8 Page 1/3 MyGov.us 25-003648, 11/19/2025 at 11: 17 AM Issued by: Amanda Robeson FEE Building Permit Fee, R-3 (Addition) S TOTALS a .. _ _-- • _ 1 1, ► TOTAL r' 1 1,799.00 $ 1,799.00 $1,799.00 1,799.00 $ 1,799.00 $ 0.00 I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT THE DESIGN PROFESSIONAL OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL Signature Building Residential Additii 4 Project/1 BUILDING1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. ** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL CODE. Project ar• ` be '. posted at the •• NOTES 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 1:P.M. > PERMIT ISSUED IN I APPLICATION I IN THIS OFFICE. THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (10DAYS) OF ISSUANCE OR IF WORK IS SUSPENDED N ON FOR A PERIODF (10 DAYS). THE ISSUANCE OR __........ _ Page 2/3 MYGOV.US 25-003648, 11/19/2025 at 11:17 AM Issued by: Amanda Robeson I Rif g 2. 0 ms s';'�T r ~ w � ® A LJ H IC ;mco) 221 -T av !tJ JI m EASEMENT WITHOUT PRIOR APPROVAL. MAINTAIN CURRENT DRAINAGE PATTERN. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL. Ll RAI X- SUL135r2 I 3 I i i i IK Ll I 3 I i t t it .-iitJU_'6 - - ill i i it -y IIs16+i ta(3/ III r' ;��M t 1 E IE 0ASIEG !ONTS IN BLUE II - a -r nac 14 NO asacT DAHED JO',T� 6N GRAY lilt I 3 1�1 k I;3=• � Ali JOGTS D GRAY _ .III, ARE 16' TJI EGO,i�Ji INt ':i y". ,••I 3 1 I it 37/,,6(.I— III ___..__.. _.—. c ----- __ ._------- _._......... _.... Lr— III ' SUU3512 avx_ - - FOS 37/16(4 SUR352 n5`, fI :RGYJ REpTO AFE ib" TA 130's ` F (2)2 X 11s _ -I Ilk RE(OW � _ •� - _ -� 9Y THFR3 ` H a1lz�a'=ILOGI OUR FOES THIS IGLOO SYST ATEMOTURAL LAMS THE ESIErvTAUDRNOG,6uT NLTTLIMITEDTOEM JOISTS TRUSSES AND BEAMSI REMAINS THE SOLE RESPONSIBILITY OF THE MANUFACTURER OR SUPPLER NSTALLATON SHALL �+ „ THE REOU REYIENTI AMONG OUR PLANSANDDETAILSI THEMANUFACTURER'SISUPPLIER S PLANS AND - I DETAILS APPL CABLE CODES AND ACCEPTED ENGINEERING _ _ T/ll%lvlri l.Sl PRACTICES ANY POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE P:J 1S till1N(/FrCTT RED 3� ID7L ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION TRIA.il JI$$T CORPOPATICIV, ';L. DEIAIL BTLUW AFE PROJECT SEADDEN RESIDENCE DATE 10/27l25 41 - nPICAI GETAr ORd LS oA um !l, P 5 3H05L0 0E rrnLOWED IF ADDRESS: iL _ camo+Tcv; nlarrH GEra;t, E0-27-25 •' - ' ', ElEN rr NC NOICU 2803 HIGHCREST DR. '+ H, L I ' . : ON ACPIAI- LAY;111T GRAPEVINE, TX VT I N,I mmnee, r=axe =• .,da H "I b RAF FLR/I IhL C'L 2I EEcD iAN71LEVER C� Cwmur ER IGg1 F;C4L G!'SSET e=� (m) J,�rFATRaTFP 1 ,A" WRAF' EN IRE THI G W I H HIHIBHAHH F f /oT Io4YCa5:R"ryp0 Q4 GY[GT f,MRtllS AK�Mi� afN. )�4f `S r H j i M m (�e) STllT3 k AFF�;CATION i To,- UTY 28C5 HIGHPANT OR CMPHINE, TA 1604TJ 6 C6P EONSTR'LCn O:v 161 CTJ U G7 11 /PY5 .. ... 1612TJ 0 ""`" "' SNI ENc TIUK i 6141J 71 PpFTIER 1 F, 15T,1 1626TJ 6 21 ..r.,, SWANVER , TOTAL OTY 55 TOTAL LINEAR Orr T'IPE ICr, it FE 18 iW 422 5 IT;181114 21 ;411 3!4' X 14' 1 20 LVL 3 hL'414-2 +3 IT3237,115 52 (2J1 31'4" X 16" X 10' LVL i `GA5725/IA 2 63 (2j i 3 -:.Y 16" X 14' LVL i T,,F B4(2)1 31U, ,t E" X ?3' LVL + "1'.500 .Y 1Y 2 16` TJI _'3G's 1 _^0' ;11, 6 7REATEG 2 X is X I6' ;TUCK J/ OIL 2 14` AMBOARu 1 16' 6 " RMNGnRD x 16' 5F,0 19 A MATERIALI6TO BE EMPPEG TOTAL OT 3 _ W/ `ISO FG[URC, PQ TOT.1L Ll EAR r7 752 A/AxxOry 1 n L Pre H1 2 1 ;AA" 18" Lv; H2 ! 1 3,AI_ i1 715_1 i1' L'/! H3 2 / 314' 11 7/8" 13' L'/C N4 ! 1 3/1' 111 l 4" 1 14' I L'/L .-C - E LEGEND TO I MJOIST ' REAM YR HEADER R N II All" 1 121 i `r '1 �ee `yRA HAN<FRanmee•:MT TO Jr.- MINIMUM o ASTFf+FR n"FtiUIRFA1t NT5 qv. AL I(i't4) t'AA4RER �'PIf"rVTArIOV "MIA SLADDEN RESIDENCE -- -- -- -- -- -- -- -- -- -- -- -- -- - ---- -- j3 Sheet Sheet Issue Sheet - 3 Number Sheet Name Daie Number G0 `COVER SHEET —' i� •' 1 G i !CODE SHEET/SPECIFICATIONS . , " ' _._ jG+� � - _ � - ' . _ -„ _` - '�•� `� [ G 2 G 3 [SPECIFICATIONS j-;_ i _ _ _iSPECIFGATONS G4 ISPECIFICATIONS — a „ G 5 EXH-1 ISPEC IFICATIONS DRAINAGE PLAN S0.0 [GENERAL NOTES Y _, , a9= •;, : S0.1 I�TYPICAL FRAMING DETAILS _ _ ➢ = S0 2 803 [TYPICAL FRAMING DETAILS '[TYPICAL FRAMING SCHEDULE S0 4 '!TYPICAL FRAMING SCHEDULE S0.5 S-1 -0 ['TYPICAL FRAMING SCHEDULE FOUNDATION PLAN 51.1 S 1.2 FOUNDATION DETAILS 11 ST FLOOR SHEARWALL PLAN . _... _. ._... _. ._..._ _..._ ._. _._ ._. _........ S1 3 12ND FLOOR SHEARWALL PLAN S1 4 `1ST FLOOR CEILING & 2ND FLOOR FRAMING PLAN S1 5 �2N0 FLOOR CEILING FRAMING PLAN cr S16 FRAMING PLAN �,rn• o u , All IROOF ARCHITECTURAL SITE PLAN 10608/2025 Al2 GROUND LEVEL - DEMOLITION PLAN O61i 2025 A13 SECOND LEVEL -DEMOLITION PLAN 106/1812025 A2 t LEVEL- FLOOR PLAN I06118/2025 A2 2 _GROUND SECOND LEVEL - FLOOR PLAN _ _ _ 06/i82025 A23 _ _ROOF PLAN 06/18/2025 A3t GROUND LEVEL- REFLECTED CEILING PLAN 06118/2025 A32 SECOND LEVEL- REFLECTED CEILING PLAN 061IW2025 A41 EXTERIOR ELEVATIONS 06,1812025 A42 EXTERIOR ELEVATIONS 06118/2025 A43 BUILDING SECTIONS 06/18/2025 A5 t WALL SECTIONS 06,18/2025 A61 INTERIOR ELEVATIONS 06118/2025 A7 1 SECTION DETAILS 06,1812025 A72 SECTION DETAILS 06/1812025 A7 3 SECTION DETAILS 06/18/2025 '', A74 BATHROOM DETAILS 06,18/2025 ', El i GROUND LEVEL -ELECTRICAL PLAN 06/18;2025 Ell SECOND LEVEL -ELECTRICAL PLAN 06118/2025 06.18/2025 06/18;2025 06/78/2025 = a imammISITUR111011 III 06/18/2025 0611812025 --' — __ 0611812025 06/78/2025 0611812025 06/1812025 06/1812025 - 06118f2025 06;1812025 -S C-_ Tn 061t812025 1 " _ I\ -. O6/1025 .6122025 �- 0611812025 O6/18I2025 . 06,18l2025 06/18/2025 : ••F' W Lf') W� x aIl W F- Nu W _Z �= d �o N No. Description Date R�pEO gRCy 5 E.a�aa ij, NjgTP �F S�+pO COVER SHEET Date 06/18/2025 G.0 Scale ` SCHE'jL- - cu: Ilnserl s:nn �a,e] a s�Fe a�l�al CGR DITIONS — DESIGN PROFESSIONAL A INSURANCE REQUIREMENTS ciarfa Fis imeLness or conf_rtrance f,he Fe W.,'h'2Ne 1%rac rumens f,h oenYc p isi.ns ois cngreeere�J -ha-aTec- in'egnry yu y, A TFe GO II, or shall �raimain Commeinal General Li yICtiL, lirswance w[h hnii,s no'lessflan Un 0 x H W _Z > W d L j No. Description Date R�pEO gRCy NjgTP �F S�+pS CODE SfHEET/SPECIFICATIO IS Date 06/18/2025 G.1 1 PP PART'a Ek=CUT10N n Fpry ACIATION Venfy subs =lsclean FI B CF..rtllna—XasN nga J�,a R°o ngt es nansure ronbnu°us tlr ageP ne 8^) m (Inc atlas Acouebcalylfa[antl Penme[eriaolaGon np) a,AA IIC ra log Ict antl Isola"N stm ONSIS IF "I �vn Max iu[sp.,rlty THD111I" ail e°s lspe, rs moor. IF a as MAIN z;I ro nnie�p9i 3h. ore tlNE,,R rnfabnabaekln, :rr Whan P6e1:N,ystem ITC a. nc _ DIN,IM, I,— Il,,l a, INntllrea hr r.,A IN ar- Exe en He19M1t Mnsml�m nten+ntl Onv+ Nnlshetl GVP Cre ePy urn sPeN ral surtares 1era° Dt e,arla, IT —INS, q I ALLOWANCE 0 leetl°n e.ce of NB 06 per square t, . ms Rd I, -veneer tbnck:nly la p as p3 a vls G 3 rtler cersones) D lb,Ic peilnsh.,IvnT H I.,IN m_ alas S chz. antl 4 lI IIS ALIT'' ASSTRANCE DO ,RVJrtn-1ES, WOOON/ORF ASSOCIATION STANDARDS FOR GRADS OF ARCHITECTURAL AGO —IS vT FHOR CABINET NOW-UPOSnONM,,MOq? ONSHIF REM^NN OF FIUD TO COUNTERTOP, MOCK- IRA, REMAIN =,APT OF I GICNAGIANI=FINDS OTECT FROMSOLAR ECHUREANDMOISTJR=DAll— PROVIDEFORAIRCIRCULATION AROUNDSTACn£11 F PROJECT— NBC ADITIAT HIALS AND PRODUCTSTO R=V=NT JAMAG_TOz GEv IN'S OR SURFACES EED MID AT IL-_'BnST ON=`COAT LOUT=%OIL, TO RAIN, SNOW ON JAMPV=550NS _RMIT VJUn'h TUC LEI ED, AND HVACv 1=III_ O DO NOT VSTALL FIN15xCCARPENTY, MATRIAL5 THATARE N/P 1115SIDITY TURB DAMAGE)NGE r �OR SOLO CARAG=O VE NO AON 'AUCTION BY FI=LDMEASUREM=NTS BEFOREFASRICATION AND 14CO,%.1- AIPLICAS 4 IN PRODUCT OR MttEST PRACHEOVE-SPIOR PINT NCAD=ENTR —R=PIF=FOCI STAIN OR-AINT FINISH WH=RE INDICATED 'NINDOWANa DOOR CASIN'_j'.:_ GAD G 8 UP VD HANDRAIL`SELAC OUIIE oNDPNC ESLSV-OJSTTER E17Ai FORSTAIV_C AS INCIUATTI HIIIISIDDITIANEI IS ACT JITABLE SHTLV=G WWATH=S'G AND HOLE FASTENINGS 14 INSTALLATION RE ?=11TE WITH CARS_NT1YWFUH 132 1 IGH GARIFIRRI OFFSET FIR FLUSH I 15TALLAHIN AND 1 6 INCH M—ARM OFFSET FOR REA 4 AD,NST JOINED' TO' JNIFORNT ASI-ARANCE ADJUST lIOVING OP OPERATING -ARTS TO FRICTIAq SfO(NUU` Sectlon6]3I36 Sheet Alrb.,Pr PS, :IS Win' S, alnecharncally faatenee aM1 em cn cxten..r�alls beNlntl cla g,i 3 Pan I Ma enzl satfeNtlasaasheette iM5�51ASTM sanJanls N a°8ama cfrCOA, ELA,t TUtE=.'IHumeWray+ferresd—B cr CcmmeruaPNlzF=' far col:uratuallllght c;mmerclal7 2 21 atenalBarner Mereblanep PF p sNNene sM1eet In Yas ene.l hIf 1ASTAn=.'>B UV reds ancjP .b il ." 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O AW 1 ` X W Z Lu d tiL No. Description Date R�pEO gRCy yf.AAo.° Hj, qqyy�� rptgTP �F S�+py P �B�TP 5 SPECIFICATIONS DSte 06/18/2025 G.2 _ s3 _ q�w N D ---ism q TIN 1-mww— I°TS=ate - - - _ _ - - - -- - - - - --- "�"�� o7P =cam" - _'�' - "mQu - - -- - m� - - - `;ggnsa - - _ z 5'° - - --- - =i ' auto s. - _ _ _ - - _ 53 �_ - _ _ - go__ _ _ - ____ _ F S _ - _ _ 35= --_±ten" - - - =_ _--- - _ _--_ -=9 - _ _ - _ - - - _ _ - 'S _ - _ __ - - 1 - d9a Se', _ _ - - must oil u - 3 5 is Sy - - __=_E_ _ _ Rag a_ - - " S I to- _ _ _aq a_ -- 90 is in x _ _ in also 'NOT _ _ _ n T _ _ _ - _ _ _ _ _ _ _ _ _ 2 - - __ d7 - rl - __ - Yam- -o> __ - - _- __ "Z - - _ - - -_-_ - - - _ _ _ 5— HN_ - _ - �e - - - - IQ"_ _ - - - - _ _ _ ze- _ _ _ _ _ _ _ _ r��, _ PHU" How is 1 ay 3 _ as i - --_ o�N -�fi�9 _ _ _ __ - - - - - - - - - - _ _ _ - _ s - _ IE_, _ - 8 _ - _ �� - _ _ - - _ - - m Mu _ - use NEW- - FS _ - - -_-_ _ _ _ �3u _ - _ - _ - a_ `3a a - _ _ 3a- - __ a - -oY am all ta _" c F ah - - a3 - _ _ g __ _ _ _ _ _ _ _ s� = - _ - _ - - 5.M ga � _ _ ��c o' _ _ _ _ _m?g1 _ _ _ WIN - "'HE" �m - '_ ' - - qiA _ _ _ _ _ A$= _ _ _H8 - _ - y�_� _ __ _ _ _ _ _ -- -- - _- __ - - - ksa _ - _ - _ - __ - °E' - a� in c -yea - __ _ - _ - 'a - - - -' - - Sc___ - - - __ _ - - - _ 19 _ - - - - 'm�Yz = - - - _ - - --_ A - - - - - - _ _ Aa __ -3� _ x"'P fl - - - - „ _ ale _ _ _ `�` - -=2 - al ag- 5 � � n dy9 ECSTF 0 Rei )DEN m m90 n DRIVE EA.. o " o GRAPEVINE, TX 76051 a H� �I � z m Y • � mYdy9 a +amTF9mo 0 om �y jgv E — _E_ CHRISTA SLADDEN 2803 HIGHCREST DRIVE GRAPEVINE, TX 76051 s No. Description Date R�pEO gRCy 5 E.a�aa ij, NjgTP �F S�+p0 �B�TP 5 SPECIFICATIONS Mm €_ Scale 06/18/2025 G.5 1 1 MJNIV�Idl 151 -1 1IM 1- IT I rR- HIGHCREST DRIVE L I I A, al, _s89 21151 S IL� GR Ullif" I,' %I E� M P IF E� rw�, rc -cl I -PI T, LEGEND • IF IT E Know what's below. 7111� T Call before you dig t F F @Dast 48 hours prior NOTES X 1 to LU 388 D.A. S ,RTCT U > L�t�25, 31-1, 3 EXISTINI RESIDENCE T =%. V1 21C, 11ILDREST DRIVE IRT 6_1 ro C) II 00 �F S ADDITION 3 HIGHCREST DRIVE GRIII bI 111—E-L 171 "'IT' 11 ED IT' TL -1 GRIII b1111I NOTES Jl� —SOLE—E IF r4T�T3AjNED PER SECTIQN - E'RP_ PER SEL NCE GTIQN E 4 I R-T MINI-w ACLEARA PER DRAINAGE NOTES 'R V`1 12 LIN= DRIT DG 'P FRIPT E'R'1TE`1`T1N i . .. ....... . ..... .... . F003 14 C, MONOLITHIC SLAB -ON -GROUND IRTLT WITH TURNED -DOWN FOOTING PRTCT Peg NOT TO SCALE I T' i 2803 HIGHCREST DRIVE F �-F I -------------------- EXH-1 HIGHCREST DRIVE Pid� TI 1 1, I lffa'—Vj�l GRAPHIC SCALE LEGEND Kroobetele0low, Call before you dufz AleOst 48 houi-o prior NOTES LU > U > 10 Go NOTES DRAINAGE NOTES V, EXH-1 LU U) Lu Lij ui U 0 U) LU LLJ ry, ui �-R HM2.1-H R K 2 RE 0 oa �E -M a Q '-H aE 2 -E M6 .... . E �E 0 If .. 2 A 3 a- H, -, - t rn -.2 2 ,22 t oEV 0 < o A ES 'E �;m g o 0 & HN s, > 4s t 4m. E E A 4 a E E s p Hx 15 2 � szBE� a E 12 o �E -22 2 4 6 —Uw tE_E' E 2 02Z� E EE 2�! E - E g, q 0 a Elz 2 o wl� �2 uS E M' ll� H.1 E' '.E Z j.jE K� E... .... �E EQ . 2 & s 'E 2 E 6E E' E Sa2 �2 . zaE 2 E E -6 & N 0 RZ 4 Z of E. — -an Z �z 2 E —2 p t & ' ] - F "� - �m .6 E t w T T 2 2z Ni 6 o � - � � g 2 2 va - T 'E E z � & 2 E.' 6, a Ea �2 & 16 1 A E .2 > 0 a -0 E a F R -E g E E E E �2 �E F > 2- & S E Z 22va 0, 6—'E-. Z-a 1 0aEo & > E E7- E sZ 0 0 8 2 .3,2 M 0- H 0 8 0 -Eo --E ,f. 4p -E. tD See plans foi be down See plans ra sheathing matenal (Sampson STH0f45hown l Tle Sit ffi 9 shall be conbnuoua tlown shall be securetl to stud -pack oss entire length of shear wall, per manufacturer's alowdacaboru - '�_Ia lateral Gyp -Edge N.11119he may be -- - Sheath ng Schedule nstaown Iletl over heathng s ad or 0131"x 3" L`4 - ( 1 plans ca l for shear pandls 11 both tl,ecl ohs, - strap toe dawn shall be securetl to comer stutl peck Only one be down Is required fo, both - Intenor Gyp y__�-_ / dlrecbans See Details 5.,a6 Tiedoan may be Sh.."Dg cer tutl Installed over sheathing d stt wean ds Ion Ie - - Tdown shalt be tn=telletl to avo, we - e V post -tension strand, are roc dad all strap location, 1 Y4 x 30' bar shall be installed per manufacturer's specs. 1 Tie StrapShear Wall Anchor Continuity Blocking for -- —- - ---_ (B11 Interior Shear Wall - See plans for sheathang matenal SheathoS shall be mare IengN IT shear wall o view See plans fol he down (Sane ... TT�KT ,p .down shall be secured to stud -pack (see _ - re e, Bolt Embedmdm np b,'D 1ionsuiacturbe. i Down pia Ilnches) 'Drell ids, pace entl e A30 poRY - H74---5/a" Slade all -thread rod with HTT5-KT 518" - trdpson SET epoxy or - dpproved equivalent per he down table. See plans es embedment depth of re downs not shown. 2 Bolted The Down She., Wall Anchor 1- ors-tas may be Iliad over sheathing I """a a l ng not - qured at Subfloor -- I -U edoubleU( �s ai Te on See plan car Tens on T e strap IS meson MSTC66 --_ _�- ---- - - - mfactu un) tnslaN per 1 rer's ens[ruc[eans (A) Typical Shear Wall Strapping Detail \ S/ Shear Wall Strappino Detail Te tlown or strap per plan(STHD be -AI atetedownlocatoo downshownforllushaivepu poses) (HTT edownshownfor II t ive purpose.) Double stud added together w/0131"x3 na at 3'-El.-wall may be OC siaga-d shear ..It Alternate tee down may be L, _loyal and stud of entenor p,,,dld then,. th[ : shear wall ants double stutls prsntle at as a i-Il.d ed n of concrete calletl tar w/ 0131' x 3" .dads a[ ad toundanon plan. -- -�- 3" O C staggered Interior/Exterior Shear 5 Wall w/Shared Holdown These datads may be used at a shared 9etlown honcho. Gap to allow for continuous structural sheathing through full length of wall Sheath ng th ckne- laa-tl as lVell ED, Addsaawl Stab,.. adhe.sdals ..ling a, manta. ♦ i spacing, as requaretl S (A) Continuous Shear Wall 4 Sheathing at Perpendicular Wall See plan for Tension TIe - op lS mpsan MST066 - - - shown) Install Der ban,reethrO, nst000,ons Toned, ybe o tall d haathng - - Us.F d an al e t tl t F T ^ - locaton - _ V (B) Alternate Offset Shear Wall Strapping Detail Te down or seen per plan ale -he to tlown locaton (STHD [e tlown shown for {HTT to tlown shown fo Illosbabve purposes) Iluslrat" purposed Nall each member of it%ple stud pack together --� w 0131'x 3" Tells at 3" - O C staggered, - - Shear wall and stud woo 131" x 3" _ls at Add,tronal stud added as 3"0C staggered onto and ,'k nailer for m.- gyp board stutls of adpling shear wall - V � Shear Walls w/Shared l n l Holdown at Corner These deta le may be used at a shared to down cond bon PRIVATE 4 j RESIDENCE - -ADDITION- -, Irr;==r„zc,.-':..,ae ,v: s>a s r_.-__ 2803 HIGHCREST DR. GRAPEVINE, TX - - I __ _,'N- Ouilaoker- L ` i I 2x vertical blockeng en first two cebng lost 11S at 48" bottom of block gat 4"Fo cfen gyp board to - Doub,e mp plate Mahe as onrle-naieo Into"'I'd 'gw'edl G'r,.o13,x3"nails ar 3"oc NaA S osngb. k ants each reeling Joist A's^ear walls e�renC s`Dnu21 w12th 1 � 1 xre na I s ahea"119 tC top cf galve end t '' rail \ II A-van^alb11k e stutl 1/(4)0 131 x3 face na is Double hanz ho'l blocWng between wnllnnous Adach veNcal block Wit height scuds located at heght of flat telling ioha'z,;11l bbck,ng beyond Block shall be secured to studs a double plate wIA35 w/(410 131"a3" toe -halls each end As an alternate wall may be spiced with double plate ' clap' Iscated at height I' 'I' seating beyond 4- l r J Gable End Framinq Note Th s dell repo led tar w ntl speeIs greater than [oomph only For gable entl walls longer than 24f[ n 130mph Ezp C wand areas rater to Plan for brae ng ra,h _."s -- - See plan for Tenson TIe led nails@2"or. Into trap 1-paon all header members MSTC66B5 shown) Bent Use tl bl I. too stud T ,,' strap secu ,d to beam See manurecturers nfo ton �' for,nsiailat on specs L 4 E-de full he 9ht stud � each ode aqua{ to hail - k ?--" a-d maY be Ll n ued ova it all,me See plans for a- of beam. (O l Alternate Wall Strapping to Beam Detail of studs 'nte rrupted by te hopen ag 2x blocTany 1 10d hall. @8"oc- 10d toe not Jack stud to header � 2, top plate typ I le -- ..ad., raw, to header Ih.dDle 22z stud Typical Window & Door Header IF REVISION yyg8®q gl r ��ttd d l/11 HI 06-78-25 TYPICAL FRAMING DETAILS S0.1 PRIVATE RESIDENCE - Attach brace he rafler per - i�Upl'euenecllpn ``,- Attechce,tngpistbeemta % S h d Abad top Plate Per UPlift ^, Connection Schedule - note caunleellan .Per 1 '- Ra 1\� dead Connection ej� I - Schedule - -Attach rafter to caNng IN. I pe, bed, G ton �1 a"-pt ch brace to.ding ached lse.em Per UPl ft C ton Schedule -� _ G a jTh' Attach Nace Io lop Plate `utldra da.aGon per Uplift P_,Connectan Schedule -Plate to stud mnneeton-- _-Attach telling lasllbea per U aft Connectian aahedute l to lop plate per Uplift m connecuon scnedme. - - Strap through suM1fioor r-! ns necessary per Uplift Connection Schedule 2x4 block Ad 3 backt rafter Attach block t elmediate rafler {)(1 nails f� between braces + -Stud lotboitom plat¢ 11—MIT to black. i on (lowerflodo per w/(3p MIT --I--, uplift connection where. Intermediate Rafter to Purlin Connectlon - Bottom plate to kandaton nalleaten per Upth rf Cannecton Schedule CONNECTION NOTES ---' i Men(2)mechan,cal fasteners aremstalled Into single as member or single stud fasteners shall be N.N! on apposite sides of the Plate 2 When more the,(21nechanlcal fasteners aremstar,if on the same side of the plate, they shall be installed to a double 2x min 3 At iVdeal head., openings or at beams suppomng exte,ian walls above,refer 1. the Uplift Connectors at Openings Schedule 4 An LT512 N MTS12 twist arob may be usetl,, place of an H25A or LSTA9 a .... rise, he, connecting elements are at a 45 degree angle. 5 T-Brace shall be constructed el 2x6's fastened together ,e) 131"x3" nark at 12"o c 11 Tvoical Roof Framina and Bracinq Details Wild Speec StraP'C011ar rpe 40131x3 Nate per and Exp Sp—rd Collar T'a Connection 48" O C 3 B B 48" O C 4 4 Secure.Nevins rafters at - edges and hips wu, CS22 lap at spa prig per table'., B 48" O C 115' C 24"OC 6 B OC 1 120 Alternate 2x Jar spaced and B 24" O C C 241OC de Test fastened pep table, Ties shall be 5 g 24" C 5 p le e a In. located inRid - t3o _Ct ___"' o C __- ______ g __ i, At 130 mph eRp C ndgd strap shall be 13 q p or Collar e Tie Detail upgraded t, CS20 w110"lap Blocking required he. rafters or ceding lolsts nave depth t1 thickness rat" great.' than 5 1 For antl speeds greater than 1. mph, blocking also ,erlu,red aI braced wail panels or shear walls where noted on plans Blocking head not be full -depth but may nave no more than 2"gap at roof sheathing, except at 2x6 rafters where a 24 Flat block may be usetl ' 1 I Rafters and,ad shall be face nailed and bath shall be (.,.,led to top plate pep Uplift Connection Schedule Rafter le plate connectan per Uplift Connector Schedule _ Plate to atutl connector per Usift (H25A shown( 'i - 3chadul¢(H25A shown) 14 Roof Rafter at Exterior Wall �.e or -- _Cale wfte"lap 12)CS22 w10" lap each + tier and, U NO on plan _ , �a er ` ¢ _ -- 2x 4raclrg on holh T lr@' Elevatetl beam Lap ned.nce I itlesefied-led beam at each and (see plan forsze) Gelinglost Parallel l 1 wr141as or r l - A o le abed beam EI d b 1 112" I �.- 12)CS22 w' 8 lap each U N O on I ze) Min Clear " .ntl plan u - called lost 2,4 (mn)block'ng antl la �� p¢dpendcu[o w e°rice rem ' a elevated bm ac eaat each and elevated beam O ewe a R O I A Trip stud pack C516wr141apor y below elevated beam - Iry Ca"neclons per Upl fl Ca^nerlon>Sa—'s 12)CS22 w/ 8" lap } tl .heh and, U N O Section A -A Section 6-6 a l B i Perpendicular to Ceiling Joists (A 1 Parallel to Ceiling Joists 12 Alternate Roof Framing and Bracirtg_Details(Elevated Beam) _-_........ ........... bplana wall Ustl a no[tl fleet onus des red mr .Brig from nq wheriebspecifcaily called ourt o Secure 2,4 rafter to to darbe, - J."' @load bearing wall with Rafter - - 6- led common wile nails Nerpendiculal -- etl,ng Io,sts 2. brace w/ length ee aft-2x6@every required, nailed ro each o+ner raf[e'w,tn s-10tl s Joist arch 2-Ird nails , lala staggered) each iod na Is@A c Gyp board Ceiling to Connect 2x6 and 2x4 braces £aenor Stud Walt ( 8; Alternate --------------- Secu112112 Brace to load ^.4 Blocking between ceiing Joists beanng wall top plate with te mld span of 2x126race - ^ 'iy 10 - INI nails each end. Secure 2x4 blocHng to telling 1 Joists with 2 - Iad nails each 2'•TYP pry• and, and 112112 brace 4 tOd Add 2rd brace 1 arch - nails - - hen exterior ..It - length exceeds t2 _ 2`TYP 1�1 /4" Ceiling Joists@ Ga o c VV�� Rafter - - i i/2°x r69a Metal Tie - perPdedpcular Strap@ every other rafter - w/Min 4aksi yield strength-9fr �_ .ceiling Joists y� fastened to rafters and2.12 bracing ,15 rod nails -- Nail calling last to 2x12 brace said, tad _ Gyp heard (abroad, ad) each nails be2'-0" O C C"" 2, 12 Brace, flush %,In bottom of ceiling Exienoi Stud Wall lolsts spanning between load beanng - I- walls pa'pentlicular to eAerer stud wall. (Art Typical Raftar per plan - 15 Typical Rafter Tie Detail Rafter per plan - - Nietor beam per plans, face -I "a.'Irbeamper pianeface nailed to the defier per the r nailed to the rafler per the Nailing Schedule Multple , Na'tng Schedule Multiple plies snail be fastened- - plies snail be 2oeggiensrist - (4 together .' wrfh 1" 0 Washers th1 0 Washers - - _-- ToP Plate - T P Plate - F - Add apple Refs as � - Add Nipple rafters as rega red for nit bear rig plus Plan View Irequiredf fall hearing for tltlt sled hil-de ght (oats Feeeraltb arerantl rafter _ e hadto top plate. Use i (A i Typical �"i Alternate 16 Rafter to Joist Connection at Sloped Ceilinqs REVISION a� e®\g11 t �it�l }f1t� -1-A1 l/II ``-HI 06-78-25b TYPICAL FRAMING DETAILS S0.2 d®aAyB CD W o a �k1l z QW ° Ww Z °~a �- W U LL o � w Va d� `� m al ............................................................................. O 2? �4 2 4mM Q N a i ° :cc z �3 2E sz z �J N mm x x Pqo - 'O _- - oo@J@)@J _- - EP E °' - E-_- -- -q t, co f ca =�m3m _ NE_ „Ea Cr o. o00 - N=�4 d E nmq _ in ` E� xET E- 6 E ^�7 7 Q E E EE �% A o 0000 cc o .v mrd m o E U)co Me 4 W q CL 3Nv a: 3 3NyytEE (� E qN qry 3 v H C- f Ng_° O ,nq E=EE�E N EEEE�Sras �U _ U - .` `+� 474'm" moo �. ry o E Ko PRIVATE RESIDENCE Sheathing Schedule / Shear Connection Schedule U I�ft Connection Schedule ---------------- Agsheathin9 I Jtstt°PlateAttachmeni(Fastener5pacing) ADDITION- _ 100 mph Ex 8 101 to 115 m h Ex B ` p p p p 110 to 115 m h Ex C p p 116 to 130 m h Ex C p p a —abed g loins, blocking Fastening SIII Plate En d Sheathin OnentaL°n t (Fastener, Spacing (in-o c } Etlge Field) Options include one of,he following Rafter re Odoom wail (3)0131"x3"toenails H25A+30131"x3"toenails () H25A+3013 i"x3"toenails () re'd at panel Anchorage (O I3i"x3'nails or LPT4 clip or Ladder Blocking) -Plate to slutl - H2 5A (every+mrtl stud) H25A (every other stud) edges - Top Plate Bottom Plate 2803 EST DR. - Throughsutrfloor - CS22wl8"Lou (every third stud) CS22wlB"Lap (everythirtlstud) '�, 8tl,3'a A 3"19'116' 2"/9"/- GRAPEVINE, TX - Stud to bottom plate - H25A(everythird stud) H2 ON(evene other stud) '//,6" Onented Strand Boards Vertical or Honzonral Yes 8d, 4'a B 2-ilY118" 2"/10", Rafter to cerimg past (4)0131"x3"face nails 1610131"x3"far. nails (8)0131"x3"face nails (01 or APA Rated Sheathing Brace to rafter (6)0131"x3"{ace nails (6)0131"x3"fare nails (6)0131"x3"fare nails 8d,6"' C 6"124"/48" 6"!24'1- PrOm1obrace a 13)0131"x3"face .,Is (3)0131"x3"face nails (3)0131°x3"face nails 0113" Red or Blue Thermo -ply The ply Vertcal Thermo -ply 1"xl-1/4"xl6gas,aples 33 _ orface antl llT' Gypsum Vemral or yes Gypsum 5tl cooler nails 88 8r,, bt.cia,,drehe, o m H25A H25A H25A Gypsum Wall Board on iniaior face H°naontal 1-1/4" drywall screws 1212 .11 e popcourn, or, m - d - (}) 0 131"x 3" toe nails (4) 0 i31"x 3" toe nails DOW SIS 1/2" °r 1"crownx ifiaa vr' or ,"Dow Styrofoam sls siucmral � staples, 3 3 7 > e ()0131 31 aria is Brace to ce I rig to sVbeam n a +LSTA9 strap +LBTA9 strap with G Insulated Sh H ypsum Vert cal or Horzontal Yes Gypsum D W II Board t Lace 3"/ 16"130" 3'/16'1- Typcalceinglositowall connecton y o (5)0131 3 toenals (5)0131"x3"toe pals (5)0131"x3 toenals h e, nor ,d 4 dry all screws, i2 12 ___--- Darme CI tb c,c9e ad H2 5A H2 5A H2 5A Stled 5tl oler°r It tl 44 Gypsum Wall Board Ven cal or Hor zonal No 1-i14"tlyw ll ews 412 E 4"124"/48" 6'/24"r- f ppithi, t—I U- _ ---- -__-_- -_-- Single Sided Sd polar or Ilb dnails.44 - _ . Top plate to stud - - - Gypsum Wall Board Vert cal °r Horizontal N° 1_, 14"dy II ews, 412 F 1h"/46"/96" el'upI- -Through sub -floor U 8 - - - Perot Flame-7116"Oriented -Stud to bottom plate al - - - Strand Board IOSB) .,itmin Vertrral Yes ad, 3 3 See Detail8 ad 2,12 header See Dead 8 See Detail8 Ce sVbea rig )tm,o top place of intenor an H2 5A H2 5A (2) H2 5A exienor-11(supporting 2 braces) a an Josi to PI Alta h n Sp cng) _ - Plate to stud a H2 SA H2 5A (2) H2 5A Presc t wall P nel Sheathing Fasten rig B tom PI BI k 9 eq'd at Opt elude on f h f II g - Through sub-Hoor us CS22 who Lop CS22 who Lap CS22 w18"Lee or FSC IB gMethod Oneniation (Fastener. Spa rig[ horag t panel edges r0131 r3 nor ISILPT4 cI plLatlder Blocking) _-St di bottom plate o o H2 5A (2)H25A (.2.)H2 ON per lRC Sectron 602 Founhold n I Top Plate Bottom Plate ffi - -sue - 8 tt plate to foundation ii `m a 2)Fltl%CP ]2 141 FiItIX CPI2 161 HIr.X CP 72 N°mmal t"by 4"c°m—ble diagonal G braces let e to the top and bottom plates 2-8tl (2 V2` x 0 131") nails or Ceiling toisilbeam to top plate efrnienor U 12)H25A (3)H25A (3)H25A angled I6 tI145" 2-16ga wire staples(1314"long, min 2/16"S and the intendant, N° E 6"I48"/48" 6"/48'1- and exterior wall (supporting 3+braces) -Plate to stud (2)H25A (3)125A (3)H25A strap days esappioved from the horizontal nwrtlld), e(Method l) en stud r -Through sutrfloor CS22 w/8"Lap C516 w112"Lap C516 w/12"Lap or FSC 7/16°Onenied Strand Board of gars -a os�� - Stud to bottom plate (2) H2 5A (4) H2 5A (4) H2 5A AD) or APA Rated Sheathing Vemcal Yee 8tl, 6 12 F a'OlT/48° fi"!q8"1 - Bottom plate to lumberiop 14)Flh %CP'l2 i]I FiItIXCP ]2 171hii:i XCP ]^ (Method 3) 112` or 25132" thick str net,,, iib,pre, d 1 112" galvanized roofing nails. REVISION 1 H In X-Do 72 "Shots" or equivalent shall have min allowable tension capacity of 1651bs Shots shall be spaced at 2-314" O C wild the first fastener spaced 2" from stud or post Splif total number of shots equally on both sides of stud or post where possihle Shots called forinthis table shall bean atldRion to other anchorage Called sheathing Vertical or Honzonral yea 8d common (2 1/2" x 0IT', nails, or 16ga F (I/2"FlberBrare or "2 Voted] rorrosio aubul staples i l l/2"Iong, min n el/i6"S 6'/48";48" 6"/48"1- forrn other notes, schedules, tables or doollsrn the structural drdemgs. bbbambble) crown width). 2 CS22 w/8" lap may be substituted for LSTA9 and (2)CS22 w/W lap may be substituted for CSi6 wl 171ap (Method 4) 36 3 Refer to Detail 11 connection notes for connector substitutions at 45 degree angle connections Uplift Connections at Openings Schedule 1/2" Gypsum Well Board Sd cooler or wallboard nails, ] (I al'obt°n) Vertical or Honzomel No F 6"148"Ato 6'/48.1- 'A or1-, /4"drywall screws, 1212 Meend 5) Connection T Hardware Option 1 Hardware Option 2 Type P P Hardware Option 3 P Hardware Option 4 P IOfto Gypsum sheathing 1-Ira"T YPe WTOrS spews. Top PlatetoJackamer) �'I CS22 w/8"Top CS22 e.,r Lap CS16 Ml2°Lap C516w/14"Lap IExte(Method5ahon) vertical Yes F (Method 5l 6„/q8":48" 6"/48"1- Through SubFloor, CS22 w,8"Lap CS22 w18"Lap Oat 8 w112"Lap C516 w114"Lap 0113" Red or Blue Thermoply Jack Stud(s) to art Plate H2 5A (2)H25A 131 H2 5A (4)H25A on il2"Gypsum Thermbely 33 nceantl 1"xi-1/4"xl6ga staples SIIIPlate toFoundation 0HII\6P72 4;Tit 9 GP]2 1prl ilt CP]2 ;1b'0?Hh �n�12,2,I1TrIi,oOa` Weorfa ll eoartl on intenor face Vernral or Honzonral Yes Gypsum 5d cooler naAs 88 F (ICC approved prescriptive 1-1/4"drywall screws 12 12 6"/48^148" 6"/48°I- Wind Speed Exp Opalrg'AT, Ogenng'hIA1h Cgering 4kh, 0,rirc a" alternate material) B 1_100 C eft- 9ft >9ft-1aH >18ft-26ft - 112" or 1" DOW Styrofoam SIS Structural DOW SIS 112- or 1••cr°wnx load Insulated Sheathing with l l2"Gypsum Vertical Honzonral Yes staples, 33 B Ot-13ft >13ft-25ft 105 C SH -]H >]ft-15H - - >lat 23ft - - Wa118°ard on mten°rfara or F (ICC approved prescriptive Gypsum 5d cooler naf, 7 � 1-IA' drywall screws, 12 12 6"148"!48" - B_-- 611 Ile >I1H-2itt - ___--- >211t oft - eliemete metenel) 110 0 oft -Oft >Tit 14ft >,4ft-2111 >21ft-281t 1 Braced wall panels shall be a minimum of 40" wide except for Method l which shall be,c,at inuous diagonal brace from top re bottom plate an Method 5 single shod gyp,,, hOh shall bed B SH-9H >he ten >18ft-2]i o{96"w,do , UNO 15 C an- 6H >6H-I2H ,2ft i9ft 19i 25ft 24 , or d'yl B 4ft-8fl >8ft-i6H 120 -- ->12ft 24H -- >24R- 32i 3 For exienor walls, the edge field.titling e9 ve vents II, tths3s,had,[tilt{be comperedo thegeneeialaed,d fell nallrn9 requremenbisrnptheeShemhog FR-02 The most sinct requrement shall q Gable end wall rakes shall be fastened w th the more rest/ ct ve edge field nor kng the table or the Sheathing and Cladd rig Attachment Schedule on old2Claddng A�ttachamor Schedule on Sheet Sheet FR-0 2 +�'0"'O _ ` ' �� C he - 5ft > 51, I in B 4ft-Or >lft-nm 1 if, ,rrt __-- 141r 21� t 3F, --- _ _ _ of per Sill Plate Anchorage Schedule „d r 125 C hH - ad >4ft-thin 195 15i +ft P/ B 3f1 6H > Me 12ft 12f Zf ft Shear Wall Non Shear W.11 _ F 130 _-- 90 100 105 110 115 120 125 130 _ P ''i1 C Ofi 4H -oft-1hH I6i-- hY Anchorage Options A B C D E F mph mph mph mph mph mph mph mph P i Shins shallhave inn ans,ole ty ofi651bs Sri h lib -, r - B C B C B C B C B C B C B C B C d' or .I Split)2 nun be of shots equally or both s des of stud or post eh e poss file Shots called tnr r , .,. �. , l or post ,begot shots too orp st eh ..,. 1 y e 1 r t o z^ O anch r bolls - 28" 34" 72' 46" l2' 72" 12" 12" I2" 68" 12" 60" 72' S6" ]0" 50, 64" 4W 58' 44" 54" 40' d� - -� m itotal othern sr s nihe structural draw rigs rf, A r-''dq' Ites bill mIlml-attals 2 Foru Ift wnnecton re is at covered nos refer to Covered Porto Pos[U IHConnec[on p qu remen pa p Tabe MASA anchors 15" 18" 34 24" 32" 32 12 22" ]2" 58" 12' 50" 66" 46' 60" 42" 52" 38" 48" 36' 44 Or' 3 Uplftmnnect°ns per Table above not lm—ed for headers rip°daIframes Portal frame tlmalred er Hllb X-CP 72(eneno, walls 5" l" 48' 14' 46" 48"" 06-18-25- 4 UpltInmr.t°ns from top plate d°wni, header through apple studs)shali be perthe uplift 5 121CS22 w/8"lap may be substituted for CSi6 w/i41ap connect er, -1 HHti X-CP ]2l nter or walls) 4" 5" 12" ]" 12" I8 - - -- -- - _-- - - _ - -- - - - 6 al2x2xi18 w,,be,, may be used as to alternate i Refer to None Sin Sectron 4,5 o{the General Noles on Skiee,FR-O- i foranehpr bolt insiallapon requirements. 2 Hilt, X-CP 12"shot," or equivalent shall have a min allowable shear value of 2501bs ing Begin spacfasteners 2" from end mud, of shear wall TYPICAL FRAMING 3 Imeroe shear walls are assumed„have powder actuated at anchorage If 111" a bolts or other embedded bar. ., well be used, either due to bander contact this.tires prior to concrete placemo l This ra necessary to ensure minimum concrete coverage it required embedment depth of alternate anchorages preference or local code, the builder shall SCHEDULES 4 Hilt, X-CP 72"shots" at extent shear walls are requti.d,h addition re 112" $ dreha bolls or MASA specrfied for"non-shear wall"installation 5 DI anchorage shall be the more re and se °f the applicable shear wall antl non -shear wall regwremems plate 6 For sill plates anchored with MASA anchors, (2) mil, X-CP 72 "shots" shall be placed for each 4'-T baced wall panel sins, ied on the plans, SOA Ceiling tests shall be- - toroadmIn 3" Refer to Nailing Schedule for t. fastening to lop plate ' Full depth blocking only rmusetl where ceiling Edge nailing for wall sheathing )oasts have a depth to thickness ratio greater -tip than 51 Blocking also required at interior above (sheathing must be Floor Joists - himmodw all panels ar shear walls Rate, to continuous .. ross sub floor to Sheathing Schedule for fastening top plate below) 4 17 Ceiling Joists at Interior Wall Joists Perpendiculai to Wall -Cldli or (410.I�i' x s' nails unci (3) 0 131"x3" floor )oasts each 2, ladder block into top and nails into per plan plate of braced wall panel or eacI 2x block, typ � shear ,It L4 1 l (2) 2.4 (side by older 1 henzontal Iodine, blocking _ spaced per Shear ( B) Alternate Connected Schedwe - Calling lash, per Plan Fasteners along braced ,It r _ panel or shear wall per Shear Connected Schedule (Ai Typical 1� - -- _-- 1 Run board attachment may be,� - -' - emitted ban sheathing conhnuous a cross the sub floor Continuous rim - - board"'own)or _ ,I Edge nailing for wall full depth blocking - - sheathing below between floor lasts. C) Alternate Sheathing Connection Refer, to Shooting Schedule for I P4 spai between um boa d ead Floor Jests plates above and below (sheathng ' need not be coot nuous through the fl _ and Floor) Continuous rim IlikI= _ hownior - ti " I depth fuldepth blocking between door B) Alternate LTP4 Connection 1o'ats Edge mh'ng tar wall- 'l,i --- .incomingove ab Floor Joists -A35 clip as Refer to Na'I'ng Schedule for standard nailing required per Shear requnchr s between rim board and plates above and below (sheathng need not be- aleSomnnecio cont nuous through the sub floor) For braced wall panels and'., shear - walls refer to the Sheathing Schedule for nailing requirements between rim - Contin...... m J� ab board and plates ove and below board (shown) )or Ell depth blocking ', I Edge nah'ng for wall - JY- between floor sheathing below )oasts 11 (A) TVPICaI Nailed Connection 18 Ceiling Joists at Interior Shear/Braced Wall Panel Joists pa allel to wall Ladder bleeding only 20 Floor Joist at Bearing Wall corned ai braced wall panels and shear ..It. --------- ---------- Joisis Perpendicular to Wall Where floor system rs parallel to wall, rnstallat on s s m tar except that continuous rim board shall be replaced with minimum double pasts for full bearing (4) 0 131"x 3" cads Floor sheathing through each2xladder block'nto top plate of Floorio'sts- shear wall per plan LPT4 clip Into each block - r l(2) 2x4 (side by side) honzonlal _ ladder blooking spaced per Sheathing per plan - Sheathing Schedule (B) Alternate Floor sheathing Fastene s along shear ..It per Sheathing Schedule Floor lo'sts per plan Sh..mmg per plan rr ( A) Typical 19 Floor Joists at Interior Shear/Braced Wall Pane Joists paallel to shear wall At as intend, wall,'nstallahon is similar except that sheathing cannot typically be continuous through the sub floor Where floor systems parallel to wall and )oasts cannot be installed under the wall blocking shall reinstalled per Detml 21, Offset plat to allow tot - plumbing pecouaud, t i - Verify permitted holat,n flip r)dats. Il S Full depth ladder blooding not more than 48 OC w/(3)0131"x3'eno nor Is each s de 21 Blocking at Plumbing Penetration Floor Jeri Parallel he Wall 1 At shear walls or braced walls install full depth blocking directly on wall between latltler blocking for length of shear wall or braced wall Fasten blan kng per Sheathing SchedulelShear Connection Scheduie. PRIVATE Beam per plan Beam par plan. with RESIDENCE conhnuous beam two straps) are still requited -ADDITION- 1 111 II Ias 2803 HIGHCREST DR. - - o - Strap per Covered o - Strap per Covered GRAPEVINE, TX Patio Post Upiht Patio PostUplift Connection Table ` Connection Table Il, _ - Corner Post - Center Post v- �A� Beam to Corner _ Post ( B! Beam to Center Post 22 Covered Patio Beam to Post Connection N t Th s co ctmay be Nme This t o may be used in wind speeds 100 mph used in no speeds>100 mph - Past -- Post Pastbasep Covered os p ing block Pat P tU lift Connection cure Sepost to bearo w1(8)toenars 0. 131 "x3o. Sable below (EPB44T Secure bearing block to - hhown) Anchor bolt may be - Treated bearing block c tm place or post foundallon wlpneumabc worm,inspired 'orm, fasteners (A) Toenalled Connection ( B l Post Base Connection ' (23) Covered Patio Post to Foundation Connection Covered Patio Post Upift Connection Table xs µ r `eirr,�r�e r�s <i oft t3am(s) 12ft beam(sl 15ft beams) Corner Past Center Post Comer Post 1 Center Post Corner Post Center Post Beam to Post 14)Toenail, CS22 w/6"Lap (5)Toenarls CS22 16' Lap CS22 w/6"Lap CS22 wi6"Lap REVISION B Post to Fountlahon mr5anals EPB44T (8)Toenarls EPB44T EP844T EPB44T 90 mph Beam to Post CS22 w46" Lap CS22 wi6" Lap CS22 wi6" Lap CS22 w/6" Lap CS22 wi6' Lap CS22 wi6" Lap C Post to Fountlahon EP844T EP844T EPB44T EPB44T EP844T EPB44T Beam to Post CS22 w6' Lap CS22 w/6" Lap CS22 wi6" Lap CS22 w/6" Lap GS22 w/i Lap CS22 wi6" Lap 8 Post IF dater, (8)Toenails EPB44T EPB44T EPB44T EPB44T EPB44T 100 mph raced, to P st CS22 w16" Lap CS22 w16' Lap CS22 we" Lap GS22 w16" Lap CS22 w/7" Lap GS22 wiT' Lap C Post to Fountlai on EP844T EP844T EPB44T EPB44T EP844T EP844T Beam to Post e CS22 w16" Lap CS22 wrW Lap CS22 w16" Lap CS22 w/6o Lap CS22 w/6" Lap CS22 w/6" Lap i l0 mph Post to Ferri Beam to Post EPB44T EP844T EPB44T EPB44T EP844T EP844T CS22 w16" Lap CS22 wi6" Lap GS22 wfP' Lap CS22 W7' Lap CS22 w/8o Lap CS22 wr8" Lap C Post to Foundation EP844T EP844T EP844T EPB44T EP844T ABU44 Beam to Post CS22 wi6" Lap CS22 wi6" Lap CS22 wi6" Lap CS22 auto Lap CS22 w/7o Lap CS22 WIT' Lap B (Post to Foundation EP844T EP844T EPB44T EPB44T EP844T EP844T 115 mph Beam to Post CS22 w17" Lap CS22 w7" Lap CS22 w18" Lap CS22 w/8" Lap CS 16 w110" Lap CSi6 w110" Lap, C Post to Foundation EP844T EP844T EPB44T ABU44 EP844T ABU44 I, Beam to Post CS22 wi6" Lap CS22 w/6" Lap CS22 wi6" Lap GS22 w16" Lap CS22 w/8" Lap CS22 wr8" Lap B Post to Foundation EP844T EP644T EPB44T EPB44T EP644T ABU44 120 mPh Bob, to octal CS22 wr8' Lap CS22 w18' Lap 116 CSIA8u44 Lap CSiEP044TLap CSi Lap G Post to Fountlaion EP844T EP044T EP844TLaP ABU44 B Beam to Post CS22 wl6" Lap CS22 w/6" Lap CS22 wIT' Lap CS22 w17' Lap CS22 war' Lap CS22 w18" Lap Post to Foundation EP844T EP844T EP1344T EP544T EP844T ABU44,, 125 mph Beam to Post CS22 w8"Lap CS22 w/B"Lap CS 16 w/10"Lap CS 16 w/10"Lap CS16 w/10"Lap OS16 w110"Lap) =Earl h/IL. `-_HI Post to Foundation EP844T ABU44 EP844T ABU44 EP844T ABU44 8 Beam to Post CS22 w/7" Lap CS22 w/T Lap CS22 w18" Lap I CS22 w18' Lap CS22 w/10" Lap CS22 w110" Lap adt Post to Enunciator,EPB44T 130 EP844T EPB44T 1 EPB44T EP844T ABU44 v k" 4 mph Beam to Post CS22 w/8' Lap CS22 tars' Lap CS 16 w111 Lapi,ICS16 w/10" Lap CS16 w/10" Lap CS16 W IV Lap f r-„ A i-' C Post to Fountlahon EP844T ABU44 EP844T ',, ABU44 EP844T ABU44 06-78-25 i Toenail ecnnecact, such use 0131"x3"nals or larger 2 Post bases specified above assume a 4" solid post, for built-up posts or larger posts a connection with equivalent or greater capacity may be used dstraps areacceptable 3 Post caps with an..mas TYPICAL FRAMING icapacityasthe 4 Theabove[ableassumesminSPFlumberorequivalent(orpostsandbeamsForcetlaoranylumberwithtles'gnvalueslessihanSPF rwtiu SCHEDULES wn[ac[ the shucMal engineer 5 The above [able assumes a patio depth of toff 'n conluncbon with the beam lengths specified If any of these dimensions are exceeded wntac[ the shucMal engineer S0.5 FOUNDATION PLAN IT D_ N� TIN �1. IDEI-11 T� I 11F' IL -11 ll� I—T I I I I O� III$ NIT ll,�D I, I I IN- F.— DITI. "�A`,DIT 'LZTlF1'T,,l`lIlL'-` 1,0"INH TdIll, IND �--CrAl -- ,=T I DN—S-11111 11T. —1. I ALL 1—T IAL I I � IIRT'�' � I LD -B PRIVATE RESIDENCE -ADDITION- 2803 HIGHCREST DR. GRAPEVINE, TX REVISION '17 '-71 0 06-78-25 FOUNDATION PLAN Si.0 "ITT, I 1�11 T. 1;51 DOWEL SCHEDULE LYNITH-IR ' ,1 T- RS- 'T" I ES.- EIP- -11SP E� I ITTI-1- 2 1 D I E T TA I I L T-1-11-ILL 3 1 DE T TA , I I L T11TI-RIII [TF 'rIRETHII I LIF F, , 4 DETAIL E-TI �1 ST- IS-11 1. IST- T S111 IDI.TR LITT I I -ITT 11 3TSITIR- . ISISEIT IS STILL W�T LIT S T"�'E'T-.'. fL F SL P. I. I -1-SWITI-TI-AT L-I, L1117 �T ITT "I I 11 S11�14 S.T -1 2, r 1'1�D" T� I -11F 1 N1 LFLIT SS, N LL LlI I -11ILL 14'. L-S SII S111 '1 FSL T' T-1 IT- ILLL 111-EISILL S1 1 1� 4-1-S T- ITILL - E L D I� 1� L I SE11 AS .-S P- 'LL - -11 IT 11 T11111AI - 1-1 K T-1111- I 1=11=1 PRI- TI 'CIIIE IT .1 E-' z- PERIMETER BEAM CONNECTION DETAIL ITALL -S .III "SL D1- TIS 11 LL IL DETAIL 9 DETAIL I -SlITTI, 10 DETAIL PRIVATE RESIDENCE -ADDITION- 2803 HIGHCREST DR. GRAPEVINE, TX REVISION xp. r. 06-78-25 FOUNDATION DETAILS S1.1 PRIVATE RESIDENCE -ADDITION- 2803 HIGHCREST DR. GRAPEVINE, TX -T- STIIITII= REVISION IF Xr l S T FLOOR SHEARWALL PLAN 0648-26 FE D F T 1� 1 ST FLOOR SHEARWALL PLAN 1-1 --1- -IT- IT-i I'l -D 111- lIr-1 Sl .2 ,--,2ND FLOOR SHEARWALL PLAN PRIVATE RESIDENCE -ADDITION- 2803 HIGHCREST DR. GRAPEVINE, TX REVISION 06-78-25 2ND FLOOR SHEARWALL PLAN S1.3 ---------- TK il _ ,: ! _ - 91i ,-I -ire^m- v -XIITIN� N5 T"IR 4 L A, - I t If It It II -I oc 77 - - - - - - - - - - -g L 1— t I I 1-17IT KAII TT 115T -J Lc_. - - - L I T� 11-111 - - - - - - - - - - - - - - - - - - - 11-o- TT-12 3D& v, - - - - - - - - - - - - - - - - a. IL----------------- -- - - - - - - - - -- L- - - - - - - - - - 1st FLOOR CEILING/ 2ND FLOOR FRAMING PLAN PRIVATE RESIDENCE —ADDITION- 2803 HIGHCREST DR. GRAPEVINE, TX REVISION _d eta 06-78-25 1 ST FLOOR CEILING & 2ND FLOOR FRAMING PLAN SlA PRIVATE RESIDENCE ,.. .,t-;:- ,:`�-,�<..'-,_,a_ -ADDITION- , 2803 HIGHCREST DR. - GRAPEVINE, TX Y1,2 - ', ; anv��sare4srw iL AT J— - ceu.:.u:.r -sa3a s — _—_--- 1 'I�7y'�Il�r�1 �oEw,Io __ I I I 1 --;— REVISION .: i—_—! � 1 1— I I 'III I III ,-� -IT AE r-- ---- F_- 'AI, "A, ; I'I,I 5 5 III ,III IIL a 3 = 2ND FLOOR CEILING FRAMING PLAN r„Is A, ^,,,=='=<'EoaA111111,,:,INI—EDIF --- --------------------------------------------------- ,„w,, _ 0678-25 Los„S-rslsEASE' DI 1.0 2ND FLOOR CEILING - 11u„° FRAMING PLAN Br sNsAIAll r NI-11ALLS-11R151oI11111A'I I =Eros oM , ,=FR , S 1.5 PRIVATE TI RESIDENCE -ADDITION- 1 1 1- a.uaE _ __.II` =sn .r..,,.. 'LT,: 2803 HIGHCREST DR. GRAPEVINE, TX II TJ I - I I I I I I x � I 1 it II III I u I I I I� �I i \ i 11 t I_ c „sans„ RAFTERS SUPPORTED `-- BY WALL&BEAM BELOW EXISTING- I I I^ REVISI`EO N —. , I YI' RAFTERS SUPPORTED - �L-�- ( (I BY BEAM BELOW- -- I i ROOF FRAMING PLAN 0648-26 ROOF FRAMING PLAN .TIII -lmI-IT S1.6 N,STA G 4 Section Defall -TYPICAL PAVING - 14" = 1'-0" soFFIADIN. �Efi G TG IPrG ExIST'l", R�T 6 o I T, oG IIiXIs 36AZ*IT - , IP F TO D_1111— R_FPLAN 3 S.CtlOB Detell-PLANTER - 3l4" = I'-0" ST. MAEXISTN T G X �� I 6G,TGAFT G�Ri,w,_CIII� ER BARTOCO RUCTaoI 2 GARDEN SEATING AREA 3l8" = V4, GENERAL NOTES 1. CONTRACTOR SAW CUT EXISTING DRIVE PRIOR TO DEMOLITION PROVIDE SMOOTH CONCRETE FACE FOR EXPANSION TO NEW CONCRETE DOWEL EXISTING CONCRETE INTO NEW CONCRETE FILLJOINTWITH JOINT SEALANT, 2 CONTRACTOR TO HAUL AWAY ALL DEMOLISHED CONCRETE 3 STONE THAT MUST BE REMOVED PRIOR TO NEW WORK SHALL BE RETURNED TO THE OWNER. THE OWNER HAS THE RIGHT OF REFUSAL IF THE OWNER REFUSES THE STONE THE CONTRACTOR SHALL DISPOSE OF THE STONE. 4 CONTRACTOR TO REWORK SPRINKLER SYSTEM IF REQUIRED ------------ ------------ -.-= No. Description Date xI�TIVG GNVEI PaTx EX13TI NG STONE BORDER APT, Y 3` � � I Y I -- - -- -- - i - -- -- -- -- -- -- -- -- -- -- --- ARCHITECTURAL SITE PLAN - 118"= 1'-0" R�pEO gRCy 5 E.a�aa ij, NjgTP �F S�+pO ARCHITECTURAL SITE PLAN Date 06/18/2025 A1.1 Scale As indicated I \ I STRU LIEL "111 1 TG GARAGE 118 PATIO E111.1Sn _+IS'Ilvc AIX TS R_aIIAIT SJAFnc- fo3 114 "Ill nw FINISH - SHEATTIN 11- Fxl=rlvGww.tnvD RE - IN'. FINISH n_ 11JAN EXISTING 1003 I.tl rvlcusIT EXISTING VVIN—u 3[nlo_ TCX AND SHEATH INGFROM ------------ -- e' a t� __—__ roa T __m _-- —---- F_$� =xnnvcwnunvc=Re=su,vFacz _ Niel fItllSx — — IM BREAKFAST � 113 DRrtOEISn-,ilSTivc pcsT All aaas I I PANTRY KITCHEN �I - --112 EAKIOLISn _'(ISTIVG POST all IAIIS - 1111 El SJZFAC FCR d LAB=2 D SNEAT IXGrFR _ ExI-TNGwALLAND N=RE,SGRF— F- NEru F N sn DINING 111 GROUND LEVEL - DEMOLITION 1 r 114 -1'-9' -- - DEN 09 LAUNDRY 106 STUDY 103 BATHROOM 107 I�CLST CLST _L05L L102 ENTRY L 104 PORCH 101 j No, Description Date ' �P00 AROy LIVING — "m--- w2mamim 01111IM11MI 108 o = ------ aJ GROUND LEVEL - DEMOLITION PLANI _ h Dace 06/18/2025 I I v I A1.2 = sale 1 /4" = 1. 0.. -L'' 7, y - c -- I� 11 --F_lf 1._ - '-Ij II 1 0aa II �I r ]J 4'--�'_l1 t' it 11 II II p IN E1111111 on -1 II I F E3 LANs (- `� II FLooa A,�Ervsr I DErsrn sH aJA�� s i --H 11.1 CLST BATH L2N 11 208 I l j i i n I I-- -- ', II 11 �emxlsx wAu II I1 I ik IL SHOWER O BEDROOM 05 WATER HEATER R -] 203 � DTf=..E i-''^ ,_ [�TiTr'..,.;�.I. �T_�-f.Y'i'- `I _ 1 Ily i III - LOFT i Fo�NE HVAC DEMOLISH DOOH 206 1 - ' I 202 � 1 I-------------------�-_-� BATH DEMOLISH =AIL AND DECK FH 211-- - - DE-15H—F— t' CLST - - 210 - BEDROOM _ _ 209 - 1 SECOND LEVEL -DEMOLITION PLAN 114" = V-0" -- MASTER BEDROOM 201-- 1 No. Description Date R�pEO gROy e c.A„aa q NjgTP of SECOND LEVEL - DEMOLITION PLAN Date 06/18/2025 A1.3 scale 1 /4" = 1._0.. PARTITION TYPES PARTITION TYPE C PARTITION TYPEA Door Schedule 1, 2 LAYERS AN GYPSUMEOPRENE ISOLATION XP _ _ _ _ Fmish _ 1. 1X4 GYPSUM BOARD 2 7/8" HAT CHANNEL ON NEOPRENE ISOLATION PADS Door Door 2. 2x4 WOOD STUD 3.2"x4"WOOD STUD ?=F scn_outE� aEF scB_ouLE 3_F scn-DUCE Number Type Door Srze Comments 3. 112" GYPSUM BOARD 4 3" ROCKWOOL SAFE N' SOUNDS 5 1/2"AIR GAP \ < < ,01 11 32"x84" PARTITION TYPE B 6. 5l8" GYPSUM SOO DBREAK XP ] 2"x4" WOOD STUD 102 1 32" x 84: 7.1/2"GYPSUM BOARD 83"ROCKWOOL SAFE'N'SOUND ❑ %/ 103 1 ''32"x84" 2. 2x4 WOOD STUD 9. ,l2" GYPSUM BOARD 104 2 32" 3. SOUND ATTENUATION BATTS w w w 122 1 4.1/2"GYPSUM BOARD 201 1 32" x 84" 202 1 32" x 84" 129 v9 203 3�34"x84" 204 3 34" x 84" 205 1 34"x84" SOLID CORE WOOD DOOR, DOOR SEAL IT (ACOUSTICGEOMETRY DOOR TYPES TYPE I TYPE 2 TYPE 3 COM) oaoa FULL LITETool 206 1 32" x 84" e = Av L = I.v��=Kr oaTa 20] 1 32"x84"Lu _ =n:MnvuFn,ivaET 208 1 32'x8X' \ r SISIN sF SEslc rl 209 - - 1 - - 32" x 84" /_ Ln rwu3 nrocorx ccra '210 2 32"x84" W O —a=_F-11SNIGSINKSucPLY LINES IND INs� 11- EXISTING EN X GARAGEAS I - - - - - -- W H N� CARPORT121 _ LAUNDRYFORINADIF Q V� - = OAL SIZE PATIO 106 1 _Z „4 N _� TA iKLEss w: =uj nvAC UNIT SAT'--V Lov=sra¢ DEN �— 709 V W Q uPl, Lw�iJ spoor N ALIGN BREAKFA T STORAGE HVAC� _2- ~_ - _ oI. 113 119 at3 122 FLoov vG '-'-- BATHROOM i \A' AI - sa MUD ROOM 10] BEST -_.BEST--- ' -- T -Inz LPANTRY - - - - - — - i J2 NO Des ate 1 os AI ENTRY FLOOGNG- SUN ROOM w _ 104 I ' '120 [Al IAI - ----� _ ----� - � IA APORCH ', PATIO KITCHEN 101 T o / Z. J< ""ED 4R0 LIVING W�o'� / - �04 T L 08 \- GENERAL NOTES Nt9T sjp9 �tpy 1 ALL INTERIOR WALLS ARE TYPE A UNLESS B OF < s-.s• T_a. 1-1i2'12 T..1^ T.4^ 2'-11'-- NOTED OTHERWISE A/e�znzs -1 4'. s" 20'' ' .s-II'' DINING 2 DIMENSIONS ARE FROM FACE OF STUD UNLESS i - 111 NOTED OTHERWISE 37 / 3 INSULATIONPATCHPATTCHCONTRACTOR TO EAND FILEXISTINGE ALL L ANYHOLESAND _ REPLACE SEALANT AS NEEDED. PREPARE ATTIC GROUND LEVEL - TO RECEIVE NEW INSULATION, - - 4 ALL SLAB ON GRADE SHALL BE FLOOR FLOOR PLAN STARP AND STAN corvc5_TE TECK --' ! ASSEMBLY ui UNO Date 06/18/2025 � 41\ A2.1 {^ -------------------------------------------------------------------------------------------------------------------------------------------------------- Scale As indicated n _ } IT 5- SC 11S, ",A 1 24 - 4 LV, JLDETH HONT- I� WINDOW TYPES TYPE A TYPE B TYPE C TYPE D TYPE E Ati Aa l✓ITH TLE ON SGtE/El 5 A �I ss 2 H \ e=NCH—r 4 TREATMD`IROVRIHEALL—IT- PGNER=D SH— SKYLIGHT S4• .., -- IT TN OM1„ W V ACOUSTICAL FLOORIVti JVDE LA�ACODSTICL OM1I T1YC NALLSD TA LED L-A-Sl TOS N Nu ASS MSLYba ALL WALLS - s ,T ` - l A6 a ('SLriP O LOO'�VO �- Z — wcs a'.a a OOVY W I A 2,16 1 ` CLOT --- / 217J''0 I Yn 119T A BATHROOM oomnc �� - Ab — r- Iar n tl _ J MUSIC ROOM �� I-14 1 �Jr'1ry�rj�L>r -W�// � U ', cLsr Q W BATH e _ W utLLD _ C ' ` - - A e LAM HATI e C ICI - - \ rL00R Nc' ci 114 cLsr MASTER = M 21 274 �' ---ivc 207 - Q 218 a 205 I BEDROOM r n pTER HEATER 201 V HVAC � SHOWER_ WC BEDROOM v ��'-a��z^ �--------------- -- - --- -- ---. I 203 _ � f 3��•_ BEDROOM r 2 V A— ALSO HAUDRAIL. 2p � 212 - LAPIINATE ASv DED BEDROOM IF-1 va ;-�—� '', LOFT '� '----------------- 219 vvooD LJn¢v 206 HVAC ' \- wDRKnooM L No. Description Date a — z1s BATH - -- 211 le, Al Al `' i DECK 213 a _SA°S eIt f CI LST _ �pEO gROy GENERAL NOTES' NtgT epp9 �tpy �- - 1, ALL INTERIOR WALLS ARE TYPE A UNLESS P OF < BEDROOM NOTED OTHERWISE. �e�zPzs 2 DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. 3 CONTRACTOR TO REMOVE ALL EXISTING ATTIC 37 -/ INSULATION PATCH AND FILL ANY HOLES AND SECOND LEVEL -- - REPLACE SEALANT AS NEEDED, PREPARE ATTTO RECEIVE NEW INSULAT IC sTAniPAVJSTAIvcov,RET_�crc— - - 4 CONTRACTORTO PRO DEION, BLOCKING FOR FLOOR PLAN TOILET ACCESSORIES. 5 ALL SECOND LEVEL FLOOR ASSEMBLIES SHALL BE FLOOR ASSEMBLY #2 U N.O. Bate 06/18/2025 A2.2 stale As indicated "qIS a `rrf mar t JJ - " _ r' y i�°' + -'LI u a ° n x zr Y -y r L_ SLJJ_ C IL r r it hl 1L �[- r,'Jrr'' I-r f sir J 171 - if ,J FJ--lruurl y=,rr ru➢. lif I nr� � trrt J i is2 _ IJ rri } trrt I � ,liar �r—r i ♦ - L r '� - L f' 4� .z t 3 � -L,L I Intl —fE_ "r'tirAo:�°r rLri-I L J r f= n ',Ji't ircJr.n�It'➢ t 7 F y l I -� I �Z 4F a L ,• r f L rr IJ1T,L c rrC fr- II '� 71r r. uLf�. - J TCjI-r• r InL.-uu J yf uLr u- 1r"r o +I 5 c ,rhi c- rrl �J}r`C t ttt in ,Il r }F Jlr rrc. rr- r -rr L r - " r�ir ° Jr �rrI 1Jf L,z�L ,LJ-.I�1LCL rLf !, 4�rT LrL ✓��6 _ t L*- - r ur 1 J r.L_, r _i , utu 1 fC - it 11r Ir ( I,n' [11 1u,4'in L ifL I[r r L' _ LJJI IL rr rrL1fJ'rcl ILL1 Liu-� n �Asll�utJI,JIPLI� I�JIrrLLrf 'I!-�'s ♦ J rn"- I I�Ju , rIL vn ,' rlii r utr,r nJ➢ nrf , Ti'u- � r,�s i i^\ R. f Plan 1/a.._�._p. --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- GENERALNOTIES 1 CONTRACTOR TO REMOVE EXISTING ROOF SHINGLES ANDUNDERLAYMENT. 2 PROVIDE NEW SELF -ADHERED ROOFING UNDERLAYMENT CONTINUOUS OVER ROOF DECK. BASIS OF DESIGN: GRACE VYCOR SELECT 3 PROVIDE POLYMER MODIFIED HIGH IMPACT RATED ASPHALT SHINGLE CONTINUOUS OVER ROOF DECK. 4 CONTRACTOR TO PROVIDE A MINIMUM OF 7 5 SF OF ATTIC VENTILATION 5. PROVIDE GUTTER CONTINUOUS AROUND ROOF. PROFILE TO MATCH EXISTING W Liz W �p x `� w F— Nu W _Z �= d C:) W N V No. Description Date R"p00 A"O W f.Anaa ? urn 'A qTP OF Sit ROOF PLAN L. ar > Date 06/18/2025 IT A2.3 1/4"=1._0.. GARAGE _ CARPORT 11H - 21 - - - - PATIO — 114 i - - TORAGE BREAKFAST 113 SUN ROOM �I MUDROOM. PANTRY Q_ o KITCHEN 112 ZNr Der T = Nn S 11T ---- PATIO 115 DINING III GROUND LEVEL REFLECTED CEILING PLAN 1 1/4" _ 1'_0_------------------ DEN 109 --- _--- BATHROOM 107 LIVING 108 W > 7 W� x all W I- N LAUNDRY �}v� W _Z N� T� = d y �o STUDY N 103 CLST CLST 105 F 1-02 No. Description Date PORCH 101 5 E.a�aa ij, GROUND LEVEL REFLECTED CEILING PLAN Date 06/18/2025 -1 All ------------------ L - _-- _ Scale V✓Ai.RFALL SHDV✓E3 H=FlD -- 51ECl ION 61 OVINE - AINi_D lM100J SOFFfr TO �WTGH=kISTING =nHAJaT FIN BOLA sK LI,HT uj — = ,.—= W creowv nou vc TrFIcnL < 4 ��// - - - N x MUSIC ROOMEl 216 W - - J Lu BATHROOM ciowv Moueuc, - -1 220 - -' - CLST f_ _f n °yWi' -1 II d I _ I I I MASTER 1 `-1'18 w' 2T4 - c r�aLD SHOWER 11 BEDROOM _ uc.i i - - - _ - -2rrA7 W MIR HEA R - 0 V -_-O - - i{ e u snv 245 - L—.—I �J _ 7 c, 'BED�R�gOOM —N:Q - J J 206 - - - - -- 1 No. Description Date BATH . - - r, I1,12 o f 4'-(1 f -)l,:. z,o' zia - ---------------- AFF TmB u Trenv rFam -' - VA—EDC_L Nc s x;e sOEr1T v-Nr-iv ICAL vuOwN onOLDlvc J C CL3T! REPED ARC BEDROOM . 1 �eh5 ,,;, ; SECOND LEVEL - r, ✓. REFLECTED CEILING PLAN Dace 06/18/2025 SECOND LEVEL - REFLECTED CEILING a i I 3 .I'// PLAN"1/4-V_o..--------------------------------------------------------------------------------------------------------------------------------------- - �"` -= 3z�>"`� -- scale 1/4..=1._0.. SECOND LEVEL 9' - 4 318" EXISTING SECOND LEVEL GROUND LEVEEVE L 1 2 PLAN SOUTH ELEVATION 9 1 r` UT 1 E d -T U r - - - r - iu -�A El - �R - _ -. I GENERAL NOTES 1 ALL EXISTING WOOD SIDING TO BE PAINTED TO f _ MATCH NEW SIDING CONTRACTOR TO REMOVE --- --- ANY CHIPPED OR PEALING PAINT, REPLACE SEALANT, AND PREP SURFACE FOR NEW PRIMER AND PAINT SECOND LEVEL A, F E _ 4 318" ---. --�- -; ----------------------- EXISTING SECOND ' LEVEL - - ' - EXTERIOR FINISH SCHEDULE: - - MODULAR FACE BRICK _ - DIMENSIONS 3518" WIDE X 21,W TALL X 7518"LONG COLOR TBD - -- GROUND LEVEL SHIP LAP WOOD SIDING. — — — — — — — Q, 0„ } DIMENSIONS MATCH EXISTING PAINT. TBD I PLAN EAST ELEVATION 1/4" = V-0" No. Description Date R�pEO gRCy e c.a„aa q NjgTP �F S�+QO EXTERIOR ELEVATIONS Date 06/18/2025 A4.1 scale 1 /4" = 1._0.. 4 PLAN NORTH ELEVATION SPAEEP.=MA, FACTNaET FWEa NDFAIL —ILE610 ' STAINED TO MATCH EXISTING 3 tTYPICAL INTERIOR GUARDRAIL - 314 7 0" SP.xc_F4MnwFACTURER / 'FACTORY FINISHED STEEL RAIL TYPICAL BALCONY GUARDRAIL 3/4" = 1'-0" EXISTING WOOD LAP SIDING PAINTED WOOD LAP SIDING TO MATCH EXISTING — SOLDIER COURSE WITH EVERY 3RD COURSE CANTED To MATCH EXISTING PLAN WEST ELEVATION 114" = 1'-0" EXISTING BRICK i r E! IF i,J 3 I r r I I i ---------- gl1;t 3 aLL 'II::,:c. ti p9c i idl. JI 3= --=3 \ II PAINTED WOOD ITAP� SIDING TO MATCH EXISTING /_ _ SECOND �EVEI-t 9' O u — EXISTING SECOND Q LEVEL L Q r SOLDIERCOURSE WITH EVERY 3RD COURSE CANTED TO ! 1 W MATCH EXISTING r GROUND LEVEL e W MODULAR FACE BRICK 111 RUNNING BOND TO MATCH T y M 0- EXISTING u LQL] MO W N No. Description Date ----- PAINTED STEEL GUARDRAIL gRCy R�pEO 5 E.a�aa ij, - EXISTING WOOD LAP SIDING SECOND LEVEL � qTP OE Sit IF - 4 318" �a�zpzs EXISTING SECOND LEVEL r EXTERIOR --- EXISTING BRICK ELEVATIONS GROUND LEVEL 0-0 -------- MODULAR FACE BRICK: 1/4 RUNNING BOND TO MATCH EXISTING TANKLESS HOT WATER HEATER Date 06/18/2025 A4.2 Scale As indicated R roll-la-liali-I Ar P -4� 'Pv ----------- - - — ------- ------------------------------- II III III III BEDROOM WEI cER---EFEQE Emil - Lu 2 219 15 zw SECOND LE EL AIII, uJ "o ----- -- -- ------ -------- 9' 4V18T EXISTING SECOND LEVEL 91 - w SUN ROOM 116 U ui GROUND -.EVEL :F uj rn 2, NORTH/SOUTH BUILDING SECTION u 2 1/41� 1 00 �-J No. Description Date _R—IL O-J BOTH ---- ---- --- EXISTING SECOND LEVEL WORKROOM 215 CLSI 217 V SECOND LE EL 'K SrAiNEJ WOOD STAIRS 9' 4 318" EXISTING SECOND - LEV I -----BUILDING --------- -------- -- BUILDING STORAG- GARAGE SECTIONS 118 ,k- GRoUND LEVEL ------ - -- - -- — - — - — - GROUND LEVEL -d. Date 06/18/2025 STA R SECTION EASTMEST BUILDING SECTION 114" = V-W A4.3 scal. As indicated WALL ASSEMBLIES WALL ASSEMBLY 91 I WOOD LAP SIDING - MATCH EXISTING 2 AIR BARRIER 3 vD' EXTERIOR SHEATHING - REF STRUCTURAL 4 WOOD STUD - FEE STRUCTURAL 5 BATT INSULATION -R-13 6 112" GYPSUM BOARD WALL ASSEMBLY#2 1 NOMINAL FACE BRICK MATCHE)GSTING 2 AIR GAP 3 AIR BARRIER 4 ti2" EXTERIOR SHEATHING - BEE STRUCTURAL 5 WOOD STUD - REF STRUCTURAL 6 BATT INSULATION -R-13 7 112" GYPSUM BOARD FLOOR ASSEMBLIES FLOOR ASSEMBLY #1 I CONCRETE SLAB -ON -GRADE - REF STRUCTURAL 2 UNDERSLAB VAPOR BARRIER FLOOR ASSEMBLY #2 1 SUB -FLOOR -REF Sl RUCTURAL 2 JOIST ASSEMBLY -REF STRUCTURAL 3 PROVIDE BATT INSULATION OVER UNCONDITIONED SPACE 4 112" GYPSUM BOARD- S1e" TYPE X GYPSUM BOARD ABOVE GARAGE FLOOR ASSEMBLY#3 1 2" GYPCRETE TOPPING SLAB 2 IA" MAXXON ACOUSTI-MAT 2 JOIST ASSEMBLY - REF STRUCTURAL 3 6" ROCKWOOL SAFE 'N'SOUND 4 50 TYPE X GYPSUM BOARD ABOVE GARAGE ---------------- -- BALCONY ASSEMBLIES CEILING ASSEMBLIES BALCONY ASSEMBLY #1 CEILING ASSEMBLY #1 1. 1-112" LIGHTWEIGHT CONCRETE TOPPING SLAB 1, 12/2" GYPSUM BOARD 2. 1/4" DRAINAGE MAT 2 2x CEILING JOIST - REF STRUCTURAL 3,60 MIL SELF ADHERED SHEET WATERPROOFING 3 INSULATION- R49 4 PLYWOOD SUB -FLOOR - FEE STRUCTURAL 5. WOOD FLOOR JOISTSREPSTRUCTURAL EXTERIORASSEMBLY #2 6, SOFFIT PANEL 8'YPSUM SOUNOBREAK XP G 2 2"x6" CEILING JOISTS 3 6" ROCKWOOL SAFER SOUND 4 1/2" AIR GAP 5 518'. GYPSUM SOUNDBREAK XP 6 21 CEILING JOIST - REF STRUCTURAL 7 INSULATION- R-49 r T- is -- -= l �f SECOND LEVEL. V Y - 4 318" ry EXISTING SECOND - -- ---- LEVEL 171 4 , Section 4 112" = 1'-0" 100 — — SECOND IEVEI 9'-4318" EXISTING SECOND 9' 0" f. J,3_- - 6ALCCNY A—U6L 1---- I II f 1' T GROUND LEVEL,I _ - GROUND LEVEL I► -- _ -- —\'( 0'-0" 2-WALL SECTION i WALL SECTION---------- - 1l2"=1-0 — _ SECOND LEVEL L 9'-43/8" 1 EXISTING SECOND LEVEL L 9'-0" 1 Lu W 0LL Q r X N W < r Z _ > �_ uc N No, Description Date 4��D ARC'y 5 �b.anaa 9. Nr4TF OF S�+p" t /B�TPS _ __ _- WALL SECTIONS Dete 06/18/2025 A5.1 xeie 1 /2" = 1._0" CI f I � I ,I- TILT a r s. EF°.T ti } "D,",1a a,sN i BELT INN—Bj LT aJA�T�sJ,EaN I I I I l f lJLL C:1 ,,_N.sar vV k B LT v ---- BUILT IN NINLE U FDLLHED TTL. - EL No��E> I � BUII',H BUILT N- �z, BEANE I!I - *1 ;,,SHOWER -EAST 10 SHOWER -WEST 0 SHOWER -NORTH 1l2"=1'0" -- 1;2"=1'0" - 1(2"=1'0" LIMB E�TJB sEL NTo1 --_--- - B•OUWE¢ CLOSET 5N_LE D aoD S, CLOSET -EAST - 112" = 7'-0" 2 CLOSET -NORTH 112" = 1'-0" F I ` - AND EVCLOB110. 0 -B cu, 5B uvITB TIs= X O_ OV IL E1 W r W 6, BATHROOM -NORTH 112"= V-0" Q All W F- Nu W `_ZJ CLDS'T SN-LE AID 1.B = d �o 0 N No. Description Date 4 CLOSET -SOUTH 112" = 1'-0" R�pEO gRCy 5 E.a�aa ij, OE <�+ INTERIOR a ELEVATIONS — - Date 06/18/2025 A6.1 IT , 1 /2" = 1._0.. HE„]ER. A=F STRUCT", - - -_ -- ILAS I US TRIP 'EAT" A FILL FORD D=eNNGWTH-XV NGI.A. DFALANT -_ OINDOID HEAD AS SCHEDULED Section Detail - WINDOW HEADIROOF 7 WOOD SIDING 3- = -o. En —OD SILAUL SEALANT BLOCIII NG AS NE JD al 11PDovvSILL AS GO DDULEA NT DEAL EDGE LE"" BE METAL I RIP EDGES T V�EALANi -- - - t HOMINIMUMOF1'AFaOMCORNE3 FLEXIBLE ALUNO 'ILL XTFROR SHE R S'THG------ Vr -- UGTj1AL _,wODBSTU _ Cij FAIL NI -A-- Seal- Detail - WINDOW SILL WOOD 4 SIDING , = 1'-0, aOOO SIDING AS SCHc]JLSo FLASHING —E AIREA RIER GlIn-16ABSCR H OIED FILLROJGH, �NIN A 2. YeCO] VETOAM SEA NT �TJ I I I I FAAMIC UPS' •2 SIT _SUR GTiUCTURAL BATT I NSULATION AS SCHEDULED Section Detail - WINDOW JAMB WOOD 6 ,SIDING III- EDGE FLEXIBLEFLASHING BRIIKASSCHIDULED INI COVTINUOUO At.O ,5HEA]AV].1AM8 DAFLASHNG, ITHE FLEXIDENT AT S BE ED DDSBEG 'AINT-SCLEFILLOESSLI-IT-L SEA STRUCTURAL wINDOW HEAD AS1IRSDJILp - Section Detail- WINDOW HEADILEVEL BRICK 3" = 1' 0" BRICKASSCHE]'JL=D FLEXIBLE FLASHING 11111-=D 5"MINIMUM IJE EACH JAMB 1^ CAPE ,S_, A MOPE OM L2 M1INEE: DBARaER WIND—JAMB—CLE—ED�- FILL ROJGHO EYING IR IIG FJAM SEAL4NT 44 t�W00]aTU AALANT STRUCTORSIL 5 So Von Detail - WINDOW JAMB BRICK 3• = I -0. IT END LE M NI RL SJOIDD STUD, AM -ANT - - - '-7 u � � BL CKN-A-NE ] D I wINUISS", As scN=DULED sFALANT NN]OwFANGEGET LTFALANT MAG,RPCO S IDDY,BILL FLEXIBLE FLASHING IGNT GOULD ALONG 'ILL TO " METAL FLASHING 'NITHI EDGE 1,2 =IT=RIDBG� ALL-�=F TJI ..wODD STUD FT J, ND TEF ST"RAL FULL NEADXE7PV7NTAT2A'OG 2 Section Detad - WINDOW SILL BRICK 3`=I-0' TRIMINTTo,N BAR offn NUIolvs nE � BATT tus a crnsJHIEDARB SU 11SR DISTUD FRAMING JREF STRU1,,TJ1L B..—ISSUR=TRATE] STUD FRAMIND SILLGA L %6LEFANG EXT FILL O FHTAT2I,GC IF FR CR EG7 CONDINUCJS ALONG So DEALANT CANT i Section Detail - BRICK LEDGE 3" = 1'-on No. Description Date R�pEO gRCy W� o�fiAnao =Rja NjgTP �F S�Fle B P5 SECTION DETAILS Date 06/18/2025 A7.1 SCSI. 3" = 1..0.. 9NkCA�E �iGN 3 Plan Detail - SOUND ROOM JAMB 3" = t.-0" 5 Section D0.11- SOUND ROOM HEAD 3"=t-D N,a• nIP �A> HATCHANNEi _ NEoaa_v- cr=sJNl so�vaeREnH xN - I _ yyI � - _- - - - t - '-.�—,-.+—.m+•,�ddd rG—,.. .. SILL PLAT_ tdE.,Pn-vE t50Lanov tJ - -- I _ ' — ACOJSTIC/LL 5EALANT RI�,_T_RIscLATIOv,T. -, — - -- a s�,w LeNT3� N JV ESL EIL Y,U E�oo�d�aTa t 1 I I 4 Secton Detail - SOUND ROOM SILL 3" = t,_D„ Secton Detail - SKYLIGH' SILL 3, = ,,_D„ Section Detail -SKYLIGHT JAMB W >_ Ln uj G�� h �H X Ln �WJ NTT+ /> uo 0 N No, Description Date 4��D AR�y 5 �b.anaa 9. Nr4TF OF S�+p" �B�TP 5 SECTION DETAILS Date 06/18/2025 A7.2 scale 3" = V-0" L%BLOD-C - =ER BTRUCTJRAL GRADS RED OAK STAIR TREAD 5 1 Secton Detail - STAIR TOP - 1 1l2" = 1' 0" 5EF-CT GRACE A BEiso FARSL D11- FED CKING-PE-11— AT eLO FLOORING ASSCH JN EK Section Detail-STAIRBASE -- 1 102" = 1' 0" ALJMINJM76AR t S=ACER e_A�e R EBTRJCTJRAL DER x A NTEB 0oR B_111 VT 3 ' Section Detail - BALCONY FASCIA _3"=V_0• SILL Pill WITH BACKANB ENG NARP IR SE_4 i �2 tOP ING SLAB - - - WAi=R CECADT �ROOFO IEN FRAN= I V- FlASH1--INCEALANT - _ W r^ Z W W a=BATR R =xrERo soFrF—Ir W .Alvr_DWOOD SOFFITRAN- IS AI Rye o006 SIDI LIVt1 = LU �— IF DA FLASHING C/1 BRICKMOLDINB - - - -_ — — W �= d - _ 00 �o 2 Section Detail- BALCONY AT DOOR SILL (14 - - 3" _ 1. 0" No. Description Date BaLAnTDFR :.BeNBLEH FTE EGENG <>♦ �'- . , W�Nj♦g�mT�pPEEGO./AFng_ aSRa�Cc+y�?pS mn zpzS SECTION DETAILS I Iii I. Date 06/18/2025 Section Detail- TUBULARSKYLIGHT A7.3 1 1/2" 1' = -0" scale As indicated IS D-BLE . x sr,o 4 Secton Detail -SHOWER NI(.HF .. �T ART28 u -vvEu_Jrc H SST/ _Acre sioE VF rn=e:vUH =RovioE ooJ&LE '-- - STUDSwH_R_ Lnr_Is sEc— - TILE ns SCHEJJL=n — - - -- J K=R01-BOARH x aA ro W 51 SoNE SEALA T AT-EORo l l =RE eLeP J KE�J SHnw R TEA � - t - Sec9 DetaI- SHOWER SEAT 3 3, = V-p.. - - W >_ Ln wi G�in h �H X N W < r Z cn C7 > q= d uo 0 N Tito ID 5CHE--D_-- h DISDID No. Description Date K.IDI eAND'NITH KE ROI.KEREa: a3EFo=nl Eo C-N--Ts - stuccv_s------ PR SLOP Oh VJ SHJW RTRA� - k Section Detali - SHOWER WALL 2 3„_V,w Secllon De.11- SHOWER CURB BATHROOM DETAILS Date 06/18/2025 A7.4 sLaia 3" = 1..0.. f >\AM' EL_ 31—NECTI- r IRCJIT GROUND LEVEL ELECTRICAL PLAN 1l4" = t'-O" W >_ Ln uJ G�� h �H X Ln to W < r Z cn C7 > W- d u a) W No, Description Date U' ex 0 i N se .. GROUND LEVEL - T„ ..d- =e e< .::.;._Tl-',- ELECTRICAL 3. PLAN ,2' 9 Date 06/18l2025 E1.1 neo:e couvr_R oun�r -- aEL--UNT_RGFCI0U-T - -All—I T L \ i "=iC4TF CIRCUIT — 1 SECOND LEVEL- ELECTRICAL PLAN - 1/4" = 1'-0" No. Description Date R�pEO gRCy 5 E.a�aa ij, NjgTP �F S�+pO �B�TP 5 SECOND LEVEL - ELECTRICAL PLAN Date 06/18/2025 E1.2 5caie 1 /4" = 1._0..