Loading...
HomeMy WebLinkAboutSFADD2026-002328 (2) ECEIVED: 6/17/2026 26-002328 1402 BRIARCREST DR RESIDE KlTIA1 AM!"IfTinKI J)A IF, (;F IS.` ,AN( P.: PFR111 r I.- 'RM ITA PPI, I CATION qg, BUILDING PE KLOCK: BUILDING MyrRAC70k P u '11, -V P--L—L "I RRENTMAILINC, %ljIjRVSS, ('I rvoxw FJZIP, _q_pl,:N sL D F.,, 0 _ I kV4A L-�-7-Y—M03 PROPFRTY OWNFR: C'-J4 P,(5 -i O-eOr5'C" L'J"I"C'" ADDRF-RS. _LLI_aZ___o kj&Ctr e.!EJ CITY-1,TATEMP: -Gn*&k�fl-d -71105L PHONE NUNIBD° r-7 PRORC17VALUE: $ 2_ FIRE SPRINKLER ED? YES— %O-X— W1 I AT T RA DES WI d® BE N)EEDED? ELECTRIC 'X- k. -*/- PLl1NIBVN(;—X— DESCRIPTIONOF "'ORK TO HE DONE: A, t - I Cej ISE OF HUMPING OR STRU(MIRE: Lfkj 1.Ll ' 5 Sp�%t,-r NAME OF BUSINESS: T0121 Squam Footage under roor- 4-W Z4 Square Footage oraheration/addition: 11 Z2— A7fhff1rkv c e rt I fy I ttx t rd a ns hit v c been re vie w ed and (he but It till all w 111 be I as ped ed by a cert I fled c neW code I as ped a r I n ac co rds we " I th State Law- PIS" revIr" mad inspection documentation shall be made ovallable to the Building Department irequired for new hollding% Allcr2flons and a4ditlem) Z3 I h0rcbY c"IffY That plans have been submitted to the Texas Department of Lfc"Wng find Regulation for Accewbilify Review. Control Number. tNot required for I At 2 landly dwellings) LJ I hereby certify that an asbestas survey has been coticturled for this sart6clure In accordance with The regulatory requirrutertts of (he Tenas D'I'arlmem or Health. IREQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGSi I hereby certify that the foregoing is correct to (he best army kno"ledite and all workoul be twif"med according to the documents apprn�ed bi :he BuIlding Department and in compliance with the City Of Grapevine Ordinance regulating oontstruction. If Is understood that the iasuAnce oi his permit does not Rrant or authorize any violation of any code or ordinanct of the City Or Grapevinc. IFURTHERMOREUNDERSTAND THAT PLANS AND SIFECIFICATIO14S ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITV BV THECITY, AND THATTHE DESIGN PROFESSIONAL/OWN ERIS RESPONSIBLE FOR OBTAIN ING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCVtSj. jr - PRINTNANIE: fzkae- VeVivi" AlbM5 SIGNATURE PIfONE #: EMAIL: 13CIIECK BOX IF PREFERRED TO BE CONTAC-FED BY E-MAIL THE FOLLOWING ISTO86�b%IPLETEDIVY THE BUILDING INSPECTION DEPARTME.W Construction Tv � Permit Valuation, $ Setbacks Approval to ls,ue Ocew incy Grout:. '� I 11� i Ir . FireSprinkler YES—,.- NO Front: Electrical Div on: Buildjn�, Depth: Left: Plu Mbinz ZA)nin Buildin�, Width: Rear j Occupanc, Load: Grease Tmp Ri,-,ht: HOW Plan Review A,,qroval: Date*W V­,r�" Buildinn Permit Fee: Site Plan Ah,pr0l-31: Date: Plan Review Fee: Fire De�,arfrrjcnt: Date: Lot Drainave Fee: Public Wc)rl;s Del artment: Date: Sewer Availabilit 1,-'Rate: Healiji De� arlinent: Date: ter Availabilit,- Rate: A pprQ� ed for Perm it: Date- Total Fees: Lut Drainage Submitted: Aqroved: 'rotal Amount Due: City of Grapevine Building - Residential PO Box 95104 Addition Grapevine, Texas 76099 817) 410-3166 Project # 26-002328 Project Description: Residential addition [ELECTRONIC ViA REVIEM Issued on: 07i06f2026 at 3:49 PM ADDRESS 1402 Briarcrest Dr. Grapevine, TX 76051 LEGAL Dove Crossing Blk 10 Lot 22 S PERMIT HOLDER Dale "Kevin" Albers Pulse Construction Grou p LL (817) 526-1140 COLLABORATORS ® Dale "Kevin" Albers Pulse Construction Group LL (817) 526-1140 OWNERS I w rk I ff a to-j R-61 M 1. Building Setback 2. Building Foundation/Footing 3. Building Pier 4. Building Framing 5. Building all Tie Inspection -`APPLICANT NAME (individual) "APPLICANT PHONE NUMBER APPLICANT E-MAIL VALUATION Square Footage * CONSTRUCTION TYPE * OCCUPANCY GROUP DOCUMENTS - MISC 01 110061 "11 : W 1 R = A I * ZONING DISTRIC11 T 111 APPROVED TO ISSUE ELECTRIC APPRO777 VED TO ISSUE PLUMBING FEE Building Permit Fee, R-3 (Addition) SF TOTALS 10 6. Building Energy Code 7. Building Termite Verification & Lot Drainage Inspection 9. Building Final D. Kevin Albers 817-526-1140 kevin@pulseconstructiongroup. 1122 VB R-3 Building permitapp.pdf 1402BRIARCRESTDR-FINALS- 031726.pdf PLAN-CIVIL- 1402BRIARCRESTORIVEDRAINAGEPL AN1.pdf R-5.0 YES YES YES 9 Page 1.12 MYGOV.US 26-002328. 07:06"2026 w 3749 PM Issued by: Sandra Brandi RUSS Consulting Engineers, LLC Firm # 18627 Roanoke, TX Ph: 682 237 9134 May 20, 2026 Mrs. Georgia Wilson 1402 Bdarcrest Dr, Grapevine, TX 76051 To Whomsoever it may concem, I Deepak K Jinka, a registered PE in the state of Texas confirm that the structural renovations for the home addition at the above mentioned address are in conformance with the plans designed by me and compliant with "2021 International Building Code". Disclaimer: Truss consulting engineers, LLC does not warrant any future performance of the structure for the above -mentioned property, soil movements and weather conditions can cause the structure to deteriorate even further and impact the stability of the structure. Accordingly, the limit of liability is limited to the fee paid for the design No further agreement shall be made, altered, or varied except by written instrument. Regards Truss Consulting Engineers, LLC (Texas Firm F- 18627) Deepak Jinka, P.E. Professional Engineer (TX # 114934) 682 237 9134 p: �. k. r RMM A!e 114934 4y41owis; �FJ4f/ed/i 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. MONDAY-SATURDAY ONLY NO WORK PERMITTED ON SUNDAY CONTRACTOR SHALL CALL FOR INSPECTIONS: (817) 410-3010 NOT IN CONTRACTOR REGISTRATION WILL BE SCOPE OF - REVOKED UPON PERMIT EXPIRATION. WORK SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. SON, DE DEMOLISHED SPECIAL NOTE PROVIDE SAFETY GLAZINGS AS REQUIRED PER SECTION 308 AND EMERGENCY ESCAPE AND RESCUE OPENINGS PER SECTION 310 OF THE INTERNATIONAL RESIDENTIAL CODE SMOKE DETECTORS SHALL BE LINKED SO THAT WHEN ONE SOUNDS, ALL SOUND. IT IS THE RESPONSIBILITY OF THE OWNER/ DESIGN PROFESSIONAU CONTRACTOR TO HAVE PLANS REVIEWED AND THE BUILDING INSPECTED BY A CERTIFIED ENERGY CODE INSPECTOR IN ACCORDANCE WITH STATE LAW. PLAN REVIEW AND INSPECTION DOCUMENTATION SHOWING COMPLIANCE WITH THE ENERGY CODE ADOPTED BY THE STATE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. m 1 I� IF I I I Is I I ANo % "oEGc L I 1 I I I I I I I 1 NEED TO TO OBTAIN PERMIT STRu 7_ II 1 K` - i' - rrI." k I II i I � / . A"L APPRoncH \♦ a 9 'r BRIARCREST DRIVE C SITEu P AN t LEGAL DESCRIPTION OT I NORTH m or cRn S'l`E.AARRa o UQ 0 W E o Q_wn A Ems- E w O z a c:) aC� I SLAH SQFT. 1 11,122 SQFT SQFT CALCS. EXIST AC: 1.501 ADD AC 1,122 EX. GARAGE: 4006 GARAGE ADD: 321 PORCH 1: 45 PORCH 2: 60 NEW PATIO. 70 TOTAL UR. 4,164 CITY OF GRAPIEVINE THIS PAOE ItIBEUEANE MRT A REVISION tt ARRROPLANS TIO BE KEPT ON THE JOB _ SITE AT ALL TIMES. 07/02/2026 BAD 06 AM BY: KELLY TAFT TSBPE: 1-3971 PLAN NO. EASEMEMTEORR"aUCRI�HT� W.. I" TX-26040 ALL C HANGES MUST BE APPROVED A100 REMOVAL NOTES F TO 8 F, o E ,O TN"OAP EA IN � ETS IIINTIPLUHIP5, AND OPLEIMa N�11,�TNIDIFEo NOTE" SAP AN"/o" EXTEND EMOVE Ex�sTI E-N VEN— E Ell—INC 5— DIT MN .HART ST J-11 A5 NEOD Eo" NEI E_ I ° II ewl V �II V 7 -II I O° 7 L -- 1CD CD � 1, I L__-- I p Os L I III II I I;Ill�i�l 0 � OIrO// III III , III III III IIII IIII ICI O II ll IIII o II IIII III0 III IIIfl IIII ----- -- 0 II I I a r-- IIII III ill III III I ill I O REMOVAL FLOOR PLAN MASTER BEDR06 I I I I I I I I I aHALL NG o O f,JF7KITCHEN � ow Hl II- , L. LII BEDROOM 2 I CAL. IJII 71 BEDROOM 3 " DIM o0"L"RM. PU=N gNR E,O LJV NG "RM. GARAGE oeR C L. PORCH -o. EG ❑ `❑ Crt OF GRAp"HE THIS PAGE AS BUILT FLOOR PLAN 1! J '/.. _ I -a E � N a � m � 0 rn rn m ti.. W m r d3 = , E,� c E o U K 3 a CITY APPROVED P BE PT ON THE JOB St T DL ES 07/02/2026 9:40:24 AM BY: KELLY TAFT TSBPE: 1-3977 I PLAN N0.-AE I EAAE.,E"T"a"F"-C"�.—ANA. TX-26040 ALL CHANGES MUST BE APPROVED. I ASD100 I FIRST FLOOR DOOR SCHEDULE ARK DOOR SSE TYPE Ott REMARKS U 2- . Ro I M7ERANR - 6'-e' AD EN- W ENOR 6=0".6'-r AGE scD S s� . m'�• nno n r a.. CA �Ex� ExLsnNs DOOR TYPE NOTES c L. r< N. BEDRE ORLETTRO LEME PO - YCH ET R FIF1' LOGO SETS EN ALL SCERIOR WaRS °Sco sNo ME "RGB ,MGM —1 AND MTNRGLB LODTS LNG AN - BRAN OCLR FIRST FLOOR WINDOW SCHEDULE A WHOM SIZE TYPE OTY. REMARKS FF L (1)LY-S.,I-o" sx/AR G ULFG. AMEN11 l� O" , ,'-B" Rx/TR I L-BGr GLASS Q sIINO WINDOW TYPE NOTE, CS.- SYMEMEN, — TOP WINDOW ME M... MAR wI RRW To BxoNEBER D° RE Bo SORGE WINLDWPR'"A AIR ARCH 11 . INCHES lr z. 'NCNB Mn� � I °TH MT ROOF AND FRAMING NOTES k00F HIS SHALL 6'S B 2a" O G UNLEGE OTHERWISE GOOD I£YS ENROLL 2— UNLESS MERWLSF NOTD. eUNGS 4WL BE PIACD TO REWCE RAFTER VMS TO LP-T D, If55. 4 RATTERS. BC.E4 AND VALLdYS EVER A-D' 1-1 SHALL BE /2 S.Y. PINE OR EaWI. ARE'COMI NH 212E IN ALL AFFM OF — GLINGS ATTACHED w 3 1/2" 5 PLAM AID PONT LGHTS — BE NETRIBUTED TO MALL3 OR CONGLE CEILING 09 E! T OF eWlR FS s I B L OC. . AL MUCE1 . smms GILL E 2-EXIS 9 MY ARGUE GRUOER UIN as DEPLES 5 M1 PL J ST BE S ® . O IFSS O M19 NOTED INGENIANDS OPTY THIS DESIGN) ITHERWOLL NOTE➢ OL E Ic MAHc s JOST OCAs . SPAN 11 urNBFx s¢E wn aE ATuw,D NEEDED — aN NO �H 11) RX2I tF A O RATERS MILT MI FROPEII AEOUftpIEN15 FOR WND 1. DEF—I PER IRC CHARTD) ,s - OFTEN ED, SPACING AND MEMBER SIZE BAU BE ADJUSTED AS NOM SACHS ON NO CHART ,6 11 . -EN C. -1. eNH NENOER SIZE MAY BE ALBUED —1W ON IAHO-PE AID �T HUNG END p N RRE 9 LEST ," NOMNAL,N CKNESS AMID HOT LESS EPH ,HE CUT OF NOT IN SCOPE OF WORK F/ l/ C FLOOR PLAN , OCL. MASTER BEDROOM BED 2 G I I I I I I I ll J� © sxDWs (I O"CEIINC l`J HALL LL NG —i----- � NMB TJK L7TRH 11o� i,ue.� ��ss��xx��\\ I , j l �/o F I 0 m BEDROOM 3 B'-0"CEILING - FLEX A � I O a — \TI DINGINGM. CEILING ali .11 noon To —1 MN1 BLAB II D 6 ,j, B "oHurvc PuaRr e' .4 T, I, 23-11 s � n NO - O oN NA LA� = B`° 9l LIVING RM. FN ORYE��ABNH: LG_D roHrvG —JC� II GARAGE 21 FOYER all s-o' cuuxc O g jil� ORCN NBr�HDN >_ .W E%IED 2H wALL ❑-------- ❑ bp?. 2x WN1 NHB s � N a � m ME! 0 rn a MS 'm W � r dY a DO Ec E o U K 3 a • Lo I SLAB SQFT. 1 11,122 seer I J SQFT CALLS. 1 EXIST. AC. 1,501 ADD AC. 1,122 Ex GARAGE 406 GARAGE ADD'. 321 PORCH 1: 45 PORCH 2: 60 NEW PATO: 70 TOTAL OR. 4.164 coB.111INPAGE CE�e ... oa oEOR:oNHx� REVISION YTH THE AI I, ONDINANCE C—APPROVED P�ANNSATO BE KEPT ON NINE JOB BIT AT LLRUMES 07/02/2026 9.40:31 AM BY: KELLY TAFT TSBPE: 1-3971 PLAN NO. RELEARSEE DOES NOT APPLY TO SAsPM.R.—PPID-1MH. 1-1 I TX-26040 I ALL CHANCES MUST BE APPBOVEO. I A200 I SECONE FLOOR DOOR SCHEDULE MAF DOOR SIZE ttPE DIY, REMARKS 1C1Iz o DD a DOOR ttPE NOTES, ES, ro0R IT —1 soma_ BFFoaE 11AIRI11 W11 HAUMET 'wcE pNpp 1—LULL Auo —V,,, U-1 N NAo WNa UP oDpR SIT � SECOND FLOOR WINDOW SCHEDULE AR WINDOW SIZE TIP, OTY REMARKS n r rtNaEecN WINDOW TYPEN NOTE: PUN, DMW sEPCF w�NCpw�TCN OGH U, - SMGIE H3 CF ARU - -S E REss MNWI R€CH RH e FX WINWW 9J SF. MIN, OP0 I A9U M - ARCH MP I I — NO, Su I'll 1 ML Mu «R LIGHT HT NOT IN 3 ROF N'-I_D 21 z:."R ¢+ PLC"I'SQUI �y p ILER M"AL ORIR . JOsr l 1x FA— TRI YONSNM BOARD RIGRATEIM �I�N SIT aR A I (2) 2.P6 NTTGP PLATE 1x I - I GrosuM 30AR0 I caNT IwsuuNDN BRICK VENEER 2x4 STU05 ® 16 CC IINIDH IL — I _ E wE �j �T-0 J BGLTS I I I I PRE-MArvuFAcTUNED TRUSS I I � JEHI ons ioa Pure BRICK, VENEER I GrasuM 6oAR0 I coNT wsuLAnoN F I 2xa siu05 an 16 Oc HAEO 'W 1/e EO J BOLTS EASE AS SCHEDULED PER SIRUCTI1 NTTE oETNL—REF. ELEVATIONS FOR MATERIAL CH— CWALL SECTION (TYP) „1 _ 1._C. 1T_5' II s-p Iz-1 l 1 1 — WI c @ BEDRaluxcOOM -0' ��°E10� „ sn"oR II U ON. xmNRNL - LOFT- R'-0"CEWNG I � w I SLAB SQFT. 1 11,122 SQDP I SQFT CALLS. EXIST. AC. 1,501 ADD AC. 1,122 E%. GARAGE 406 GARAGE ADD 321 OFFICE a-0•€HLNc -, PORCH 1: 45 PORCH 2: 60 NEW PA70 LE _ TOTAL DR. : 4.164 OFF ICE MPHw D" 1]'-5'• CONFLIC.. TH THES.H.H..DE OR DONINO ORDINANCE REVISION 07/0212026 9:40:37 AM PLAN NO. BY: KELLY TAFT TSBPE: 1-3971 TX-26040 I 1 SECOND FLOOR PLAN R IN a6EMENT€D P-1 RIDNTD..w.. I A201 ALL CHANGES MUST BE APPROVED. a)low— I" sHim Pa,E Iz ' )o a) CDMPQ9INON NWFSHINC� CGW09HIDN ADDF SHINGLE COMPGSTON AWF SHINGI£6 L vlarF CO iBN AOOF SHINGLE C OFRONT ELEVATION , -,-B a) GDM-1BN acor sHINs�Es \ ,o-o PIATE IN C REAR ELEVATION 12 12 sDMv—H 1- zH Ul ➢nnau aaDF �Hs a> s➢MPo 1 awF 3HN— u u u _== -_: HE.-G°Es�1 ndl�ra� CITY APPROVED PLANS TO BE KEPT ON THE JOB Sj- 07/02/2026 9:40:55 AM BY: KELLY TAFT TSBPE: 1-3971 PLAN NO. R IN EASEMENTS ORPUBUCBIGNT-0PwAY I TX-26040 ALL CHANGES MUST BEAPPROVED I A300 I 2 19-q" P1AtE 7U� COMPOSIIgN AOw'smnclis ;2P7 CRIGHT ELEVATION /a' = r-a u 9p Iz �' coMPosmox rear snllacus coucosuax reoor suMo�Es couvosmau rear snlxc�s � T �/ coMresl,bCreo snlrw7cs ��cx mLEFT ELEVATION /," - • -o aE couPosmox Aaar s>tiwc+s � Putc 07/02/2026 9:41:02 AM BY: KELLY TAFT TSBPE: 1-3971 PLAN NO. TX-26040 I I A301 I NOT IN SCOPE OF WORK ,, ALL DUCIB. TO BE FCL WMPPFD "I" WBMVG z. nmE . BE ou oum C\ SECOND FLOOR MECHANICAL PLAN �.� 1/4. _ I._D.. i I I I I ID. ID" I — t—j II II H II I I I H II I ❑ ❑ ED 1.1 OBBIS TO BE NIL Du!i ELD oD Atl.twsTE TM NUIBGJ(M1X!!A\\IIU\A1ACODE OR = CONFUC— Cl/4- I FIPST DFLOOR MECHANICAL PLAN Cl—.aaR =^_��•=E NTXEJOe " DIETEATALLBEMES 07/02/2026 9:41:08 AM BY: KELLY TAFT TSBPE: 1-3971 a« CHANGES MAST BE APPROVED. � N a � N � 0 Ol OI (gyp v R r m EDi c E o U K 3 a I PLAN NO. ITX-26040 I M100 ELECTRICAL LEGEND M— Nor LOSS IN o wEwn vmN owx� ® "Pu m � . FNN ® R�E�=Eo �sM PEE ® o rvuFFIXTURE P— DSYNNPEW m —INS TO, ucxr N- ME sIRP a IUNalttB xuOc[N ISI 1.11 Olrt 1 — FI%IUAE - V FLOVV FIXIUPE FRPRV00� offRUPFErervo F�UIS �rvs � vEal� MEc © mERoosrar � SMticE VERL4Uft Feaeo(J n MONOXIDE onEcraN O cliM. ® N RaRooF F1p115 PIEL SIX NED N" N N re EN��Y �T_ ® ENECTRIGL SUPPLY FROM C—T, INS -111 usxxrvc :.E. utl� I I I I I NOT IN SCOPE I ' NOT IN SCOPE II I NOT IN SCOPE I I I I I I I I I j C/ NOT IN SCOPE 1-- OT IN SCOP Q o �WP 5Y 011 ne / NO[ IN SCOPE f NOT IN SCOPE — 1 I �' 42 F IT---- i---- ® — — � — — GG E� AC I I J TO EXISTING I— LIGHT ENVIES I NOT IN SCOPE Tv4 II a \ NOT IN I SCOPE OF — — p WOiiIC INOT IN SC.QPE CSECOND FLOOR ELECTRICAL PLAN -, /� FIRST FLOOR ELECTRICAL PLAN �J yr - 1-o APPROVED PILANS TO BE KEPT ON THE JOB SIM AT ALL _EE 07/02/2026 9:41:14 AM BY: KELLY TAFT TSBPE: 1-3971 0 m � N a � m 0 O! O� tip ti m R N r N3 a W E c E o U K 3 a .Z I PLAN NO. I TX-26040 I I E100 I WATER PIPE SIZES ANITARY SEWER IRE SIZES I aura, IIE TWIN R(aER 1pn IX I I rvaFSH�NG Z,xME' E£NER If91➢1 N 9WK I I roi�cr Imlm Irz i I roller I I roeivloww wor x colnl In' I ruersawca I enTM Emxau sllix I a ro�n1 i enTMaura� sixx xxOEx SBc Ixor Iiz' uo ¢: ux rixluxE MAY um BE usffl. (xsrwcurt aua) �unwExr ccan� I Iir I ax Fl �la�rs��l If= I NOS[ BB ftONl ra,E � xx� wq, ra. aE aim (auExwcc Pwxl LAYOUT C 7"'Tam LAYOUT C I I I I I I I I I I E axx "f0 IX5@VG SEWfN sna a LAYOUT B I i I µ LAYOUT A mIr rxaoucx acoP aar z^ PLUMBING RISER DIAGRAMS LAYOUT B NOT IN SCOPE OF WORK SEOOND FLOOR PLUMBING PLAN /a' = r-o' I I I I I I I I a ' I II II ; II, I I, II I II I I Q I V" , , I 0 FIRST FLOOR PLUMBING PLAN C-APPROVEOPIAB$TO BE RFPTOTHERJOB 51 TALL TIMES. 07/02/2026 9:41:20 AM BY: KELLY TAFT TSBPE: 1-3971 I PLAN NO. I TX-26040 I I P100 I 9M'-If I NOT IN SCOPE OF WORK pIWNELS P 21' 0.0 BIT I'-0' SUB PN BPRxExi x• sum RNwNO sZ�B�R s BEAN REAfai®A- / EA' D.c 1 SECTION ejo-I-p 11 WE CITY APPMOVEO PLANS TO BE KEPT ON THE JOB SITE AT ALL TINES. 07/02/2026 9:41:55 AM BY: KELLY TAFT T�SBPE: 1-3971 % ullI ,1L.NANaE.M05: 7� FOUNDATION PLAN 1/4" = 1'-0" �rsL'E rmrNORCWErvT . r/I (SE PLED) /11 MEIS B—u. TO k WTIW k p 'Es • AB• BB. IY z S� I 17 I I; _________J- I y I I I I f I I I I I I I I I I I I L I r---------------�-T- I s I: I W.I I I I; I I: I ly I II I I: I I; - n NLL�fABRm�BN � EgSIRIC fWNDATON SIB P6IEONOJfll1 PWR NNER ORLNS I. PUN) PAG�o� SEE W �I SNFEn( . IY NATcx DEPTH BF :AREAL TO lOS"` CP IPPPOVED EWAL) .} RAM RPM. OR WN." ^T TDB BWEPTH BF MNEENSTOIGSBE��ANNNOT S AWD UNO— AN EIF TE NDATW. 3 TTHHEYAYENAVB m LrnINO THS Is DM FOR p d-EV.WIAnON R METSNAnON s SECTION NOTES I. SE AAWNLWATONSECTURAL ORANNCS.MONE SABOMN EDGE W.ENSONS AND WPLL MGION IIECWPAL % NSSB.—I CONBMNICTON. DPANG wTH R )TFY BNGK L DROP LWKN ATS, a EW. MM An SLOPES, ME S. TIRE MANNG IS mN:ILY MAIN TO SNOW ETmmUR.LL DETAI-S li m NOT WA INTENT TONRUR AND � RY BS➢F1FIYi5 AOR WFNGB MOBINED FOR NECHAP— YBPIGB ]. ME OESN FOR MIS FWN03TPGSONI . EASED ONNTE I�-v lDesrs INTwEw ANY Two -I- R ND DID M N CASE R ANY OTHER F%C —A, 9TE SONDITONS YBU SIOUID CONTACT THE MSE FOR A -J RE-EATW OF THIS DEMON. B. PLEASE NOTE MAT PINT W ERECT FEL UNDER T E NO MEAR of NE au s.iEWsgANI ILEYREEW.. TN TEN N1N[ - -T nW SUB BE SFPPA _ FROG THE W SITE EMLS BY AT I FT. BF SEE— STWCTNAL RI ME STRUCTRAL Flu Txus PUWY �NienMIo DRvTYAIII ExwMINIMUM BEYOND THE BWNNEONll SIDES 9. IT IN SE NOTED THAT SaL I—E R BER NE AsmMATEO A M—RISM FTYPESWNOAFTTICS. AXPixATMTHEgEFWS NDATWOAWIS MN Noi D YwWm/PW uaxc ESE EEABEEsL AND sE IRSMATIONONYO R MANAGEET PRES.NCE, ON AEMWAL CF TREES, AND WATER PONEINB NEAR ME FWIDATW SYSIFM. 10. F BII—OR S TO E BPUPERTIATWA BINS ON MIN ANDAREN, ENsnxG sM DEMBI— AND/OR LANK TREES qBEEN REYOVSEED fM OETAIIFD SR -PREP INSTRUCTIONS Yfll ON SNEET AFTER BEAN. M STE M AU BEENS AND II. LONG TERM PFRFORMANC£ OF A RESDENTAL FgAI)XV N DEPENDS NOT,l rL=TFSax OA "MIRAiaurroWN- uDxh". D ON N AN PROGRAM, IT IS IMPDATAUT MEAEFOAE MAT THE END I. OF IS WUNBO nABB SHOUNOENHE MADE AWAREW AU THE FACTS RETARDING WueR R THIS iNFONAAnW CAN BE FOOND IN OOOIMENT ¢PA-SOD]-B BY FW-FOR PENFORMANCE ASSWATON PASSION AT TNNR MID S. ww. nMoTsPP+NmP�aF9 TX SV B.S. t (SEE PUNRDNFM(cplFNi ) El s A g SE SCTON Yrn.l' FOR LEIS. w SEE SONESE. 5 SECTION I _ P Dex¢s W lz• o�AEuur ON�BAB PDNFBPRmIT (SEE PUN) EUIIWAY SUB 1 (SE M.M! MNIMUM b WIInMDus p W ON• 0.O VMFS (B' N-uN) Taus 7 S� 3/N .I TION y\ SEE MORON I/SlY FDR NENF. a SECTION SE ff.TW S/.X FOR f9K. GENERAL NOTES 0. THY RP— FpBNDATW NOT:T WAU APPLY W THE SI WCTUN DAAINGS —E OTERNSE — W NOTED. 0. MAESS STNERLSE.MIMED, ALL DEANIS M DESIGN, WORNWNSIP FOUNDATION NOTES A .. ANON FAC.AVATW WN1 BE.1... UNSWWW MA PUMA IN AN APPNMED smu—. Nu. ALL ExcwvA� BE TTEE a EOWE WL ARO WATER TRUSS CONSULTING B IXsuu c ANY ARl FION Mo.1.1 µono Bl ERD°RM�°B.essN 911 BE ENGINEERS LLC CWPACIED O NOT IE55 MWSRSM AEUTYE DENS SE SMLS REPORT FOR SITE REPARAD o nuaAsiAuni � ROANOKE, TX NATERP D NTccn �EaNun waTlaA'nu NOT Ph; 682-237-9134 BE BONSOEREu RAWEWWBBIE FOR TNs. E MY WM U& SITE CONDmas (EC. LBOM Nu, WB-vlsABE WATm, TX FIRM REGISTRATION F. Au vIPWECLL... BRABI TO — BE SEENED. Al NRES N F-18827 All BE -ATEDAT WA Sf` G REGSEANSSEE WNL OF = 9IALL NOEDT SE OOONEASER MAN ] BNPERS ON RNIW. OF REINFORCED CONCRETES'.': N oRD LIB. 3BA To A R1M��U.B: WAND AGiIMBAAD B. ALL CONCRCL1-SKE USED IN ME 5MENGMWNOF' BOTSAND IESS THAN 04 GAME SLATP6 w04/W/R01G AI Nnvs. E. AADDI sS ODNID MXDsr xm EMiOAW WnE sriu NOT BE USED. REINFORCING STEEL A ALL.N�ORCHGSESIFU W� OFDRM TO ASW .1 MADE W u c p SAIL NMI MAY OMFmN R MBMDNA&PABRCESAL.— TO ASW A188. C. SNFM— — WALL R LOLAIID WEECn.r AS 1. THE PLAN AND SE:WPW M POSTW AEESDATRY,, REME AND BUNG B AU DETAB S CFA ci KNON AND INSFAUATW OFRFNFOINNG STIED.WALL SE N ACCSVDANS NTH THE AB .— M mNBASB PRACTBE E BEIMMONS BAN SPUR LENGTH FB-Wwn UNLESS NOTED mE HFRNS p Np4 A b p p p SNR TOP BARS Ai MD -SPAN. WIICE WMOM BMS BEEN WS I STREELORD S ME fOLBAST GAMET CWOEN WNET OHP AF— TO EAST WNC#TE CAtt...NNsi A.0 FENANENnr EAPOSp ie EARTH.........._........... _........ _.N OONTO EARTH IS CP FOR mPOSEO WEATPP: FOR IS B1N5 AND LESS ..... _............. ......... .I 1/Y FW RE OANftEA1FA..................... DONTE NOTEID.i Oaio TO BEADER Y W£MR W NOT IN CMTAm YARN SITE PREPARATION zCID q r ,. AFTER TE wWE —l"' AND STE SMPPNG (MN r W , n. IM TOP EBL1 PROM N. ME WIDNC AREA MEANLY W ENWR PROPER COMPAOTON S SA (TALE (RAN OF MAHMUM MY DWSTY AS OETfiANIED BY STNmAAO PMWNF TEST} I --I E 2 . INITIAL 1 SOF IAM ®D TENTH THE RWWENC THERE AREA SHAllWKSSART AND REWMPACIFD IN PUCE ONCE ARAN BY PROOF RI AS MWTWE) \ a F mRumIAA. RR CaIPBWs M SANDY cur SBL THAT IS a z FREE R MOWIC AND mHTP OEETN OBS MA— CC)) HHAS JBJD IMT BE4S LAN 35 TIAN AND PLASTICITY — BEnMEN ,O k w Q w A P ME WADING PAD NEEDS N BE RNSEB, IT 9KKID BE OWE BY YARPPoAWALNAE1B—S, W�BECWONRAI FBI- I.TMANMAA uTT BF e R tOCff .o PERCENTDEPME NAE S �COMPACTLoe 1 FOR N etING?A a EN S PREPAREDSHwiHISEf11� 41NdY �i F+ cQ W o IT R— A R., CONAm n SONS ENC — TO SNDr SPIENFFA TED -S MA&% o�Y oExstt MEAT G rtais PINKRTLLVI��AND BPBT DATE RECISION BIDS ] YET SONOInnYMS DO NOT YW WAY NALE ON YET THE UPMR Si M F SBI µDM ]W LIBEFOREK PTAC- CFnRBY ASPBEFWE NEWLPAOMN N N PIAOES t0 r PABNEE P-A BAAIIE ALL APoUND MEFPW AAT N B riEDuawuT THE EFERME STWCWIA Tll RE. P DONFLS M& OC SAD M.I. MET (SEE PUN) w P 4/03/2026 A r 26121 FomMnATlox \✓ \ PLAN & DETADS • • eDAu AB NOTED tgE ws�LD�- sE SEmW Yrn.r FW PmIF. c B SECTI1.1 ON /A• _ , p NOT IN a FIRST FLOOR CEILING FRAMING PLAN 1/4, = (,-O„ BY 414 HIR NAax173/r - B0.MD-TO1T-- ED. BIPPIXT BY 212 HDR ❑ EN 212 II. CEILING FRAMING NOTES 1. O'1WC JOST TO BE 2' /2 - B IB' O.C. 2 AB Cf.AAS k HGOFBS APE A S 3 ALL HEAD615 M BE (2)24 a M UNO C PIL JOISTe. ME SPACED O,6. O.0 -D.i IRB ...... fOR ROOF BMIL S. DESIGN CRITERIA TIE CEWNG JOKTS ARE DES S FOR: DEAD LOAD - 10 P.S.E. uLE weft - zo P.,.E. D.- A- LO .B] FRAMING BEAM SCHEDULE B28 YMN 6FAY SZE (PSOI HV.) (1YYm PEO'O) 2)P6 S. (2) U.8 (D--2 `C 1 10 (21 III IIIBn2 (2) 2%IR HII2 12-2 B36 (3) 2X6 HUZ6-3 OB 0) .6 NU.-3 B310 (3) 2%10 x1121D-3 B312 (3) 2M12 HU212-3 B411 (2)L1S lIr Hw5N2 B1,2 (2) 11 Hw 12 Bd,1 (2)LIS II Hw5411 B4,6 (2)LYL 18 Nw5114 B4,B (2LwIB Hw5414 86,1 (3)LYL n!' xwsiwnz BBiz (3) LYL Ilj Hw55.50/Iz B6,4 (3) L 14 Hwy. Dn1 D61S (3) LYL 16 HwS5.50/I4 BID (3) I18 xw5i50n4 Bn1 I Hw5,25n2 Bn2 (1) LYL Hr-S7./12 e14 (4) LYL 14 HOJSZ.26n4 Bne 14)LVL,6 Hwn.25n4 BnB (1) L ,B Hw 25/1 OMINANCE CITY APPROVED —NS TO BE KEPT ON THE JOB SITE AT ALL_ 07/02/2026 9:45:24 AM BY KELLV TAFT TSBPE: 1-3971 FLOOR FRAMING NOTES 1. uL FLOOR JCBM SNAIL BE IS' E. MOOD M vA� s 2t Sc DNlcss .. .— SEAREYELIEENS USED IN MIEiIPIE jz SY.P. 3 —BE DAMN XMES UNDER EOIWAENT MID uNZ, ff n uln a1x(2 oDSAx1�s A Iswws SH S nPICAI ABBFENATONS 12 DY0 N MI5 ORANN. IK B.YEAH A5 FCLL SIA = FOR R- OEP EwvE. .B. p. - -ER BALL008 K DADP [fAM lWL -UNDER PONi LOAD 6. HAOR DEAD LOAD = ID P.SE.. U`2 LOAD = 10 P.SE. R DEAD LOAD AS.IIYED IS 25 P.S.E. YHERE TIES ARE OIMI IN PJN. 1 LFAINO JEBST ro BE 2M i3 31P ® 21' 11. U.I.I. AE/ rn 3. dll XFADERS ro BE'). 10 M U. SPACED B 2e U.N.O. eRESD EASED - TRUSS CONSULTING ENGINEERS LLC ROANOKE, TX ph; 682-237-9134 TX FIRM REGISTRATION N F-18627 x04/N/2o26 0 DATE REVISION 4/03/2026 26121 1ST FLOOR CEILING FRAMING PLAN vu L/4'-2'-0' S2.1 III ll ,l I II I I I N I II I jl I�_JI Il l,l N II Ir-1ff I 11I I I Ir-----------------� I -JI C C-r Ill I Irl l�L I� C-� ill Ill II I Il 1L II I� JII ,I II III I I I ,I I II I li FZ II iil� 'I I ILA SECOND FLOOR CEILING FRAMING PLAN 1/4" = 1'-0" A CEILING FRAMING NOTES I. -IN0 AST W BE L /2 SW .1611.C. UAA 2 ALL BEAYB k HEABEBS Aft Y2 SW BE(2)H P TP UNO 4. Pll JgS1a PAE SPACED B18'0.G u.NA. S MOB .. HGDFA BHACE DESIGN CRITERIA THE .- A- ARE OE1 ➢ - UlE LOAD = M P.SF. [uY,1EB 0— LOApNG] FRAMING BEAM SCHEDULE BEAM MAPo( B26 BENT 9IE (2) s>m (�� RE xuz6-2 B2B 8210 8212 BJ6 Be6 (2) 1%8 (2) 2w0 (2) 2Al2 p) . (J) AS (NU20-2 HU210-2 HU21z-2 XU%-J HU26-J .,IS BJI2 0111 B412 B414 p) 21u0 (J) 2%iz (2) u411(' (2) LW 11r (2) LY I4 Hu210.J NU2I2-3 HW5412 HWS412 HW5414 0416 B416 8611 D)LN 18 (2 L.iB 11) M 11l HW5414 HW5414 1.11 112 0612 11) Ll 111 H5558/12 BSI4 (3)1.N14 HW55.SBn4 8616 (3)14 16 H...So B618 (3) L.III XWSSS0n4 "1 (1)LlL1l HWSJ.25n2 B➢2 (4)" 1' HWS7.z5nz B714 (4) L6 14 HW51.25/14 B716 (4)1.. 16 4-25/14 B716 (4) I. t 1B —125p4 Co sNtlf UILIINkIC111 11 111111 oRoINAIICE cm nvPBov P"Ns.i BE KEBT ON —JOB 07/02/2026 9:45:40 AM BY: KELLY TAFT TSBPE: 1-3971 TRUSS CONSULTING ENGINEERS LLC ROANOKE. TX ph; 682-237-9134 TX FIRM REGISTRATION # F-18627 �O DATE REVISION IL I ""'b4/03/2026 ^ 26121 ANII`® JK 2ND FLOOR CEILING FRANING PLAN cAu t/4' 07=5 NOT IN SCOPE OF WORK ROOF FRAMING PLAN 1/4" - 1'_O" / / I ROOF FRAMING NOTES I. ALL RAFTERS ARE 2 X 6, /3 S.Y.P. 0 16" D.C. UNLESS NOTED OTHERWISE 2. MAXIMUM SPAN OF COMMON RAFTER TO BE 10'-2". DEAD LOAD = 10 P.S.F. AND LIVE LOAD = 2C P.S.F. 3. ALL HIPS, VALLEYS AND RIDGES TO BE 2 X B, OR EQUAL TO THE DEPTH OF THE END CUT ON THE SUPPORTED RAFTER, WHICHEVER IS GREATER 4. 00 NOT BRACE ROOF UPON CEILING JOISTS OR STRONGBACKS. 5. SEE TYPICAL DETAIL SHEET FOR FRAMING NOTES AND DETAILS. 6. BRACE PURUNS 0 4'-0" O.C. BRACE RIDGES 0 4'-0" O.C. WHERE SHOWN ON PLAN. BRACE VALLEYS k HIPS UNDER 45' SLOPES 0 8'-C" O.C. 7. UNLESS NOTED OTHERWISE ON PLAN, DO NOT SUPPORT ANY CHIMNEY UPON RAFTERS. EXTEND WALLS OF CHIMNEY THROUGH THE RAFTERS TO BEAR UPON WALLS OR BEAMS BELOW. SURROUNDING RAFTERS TO BE SUPPORTED BY CHIMNEY WALLS. LINDICATES PURLINS NOTE PURUNS SIZE TO MATCH RAFTER SIZE tINgI¢#TES ROOF BRACE CITY OF NE THIS PAGE RELEASED FOR CONSTRUCTION CITY APPROVED PLANS TO BE ONTHE JOB SITE AT ALL TIMESPT 07/02/2026 9:45 46 AM BY: KELLY TAFT TSBPE: 1-3971 SW1 Ho-z� B-O' /HHD-z NOT IN SCOPE OF WORK FIRST FLOOR SHEARWALL PLAN 1/4' = 1'—O" 0 E26-z SHEARWALL SCHEDULE TYPE SHEATHING/NAILING PATTERN G. W/ Ed o AM TRUSS CONSULTING (-)0 a/BCC EDGES. ENGINEERS LLC 5W2 W/ Ba (yo i'�oc 0 AM EDGES. ROANOKE, TX swJ 1 IAYER OF 5/e� — ph; 682-237-9134 W/ Ed (•)0 J OC 0 ALL EDGES. SW4 zIWGNS OF (1 LAMER EACH SIDE OF WALL) 4 TX FIRM REGISTRATION # F-19827 �o-2 (1 SEER IN SIDE OF WALL) C£ 5 OAL M W/ Btl (�10 4 OC O ALL EDCEE. 0)'CMV GED NAI ONLY F LCOAIED N OPEN ARCS, VENTED OR FNODSFD TON OF NMLS/TASTFTERS NOT REWIRED IN ONGHTENED E A AREAS. (SEE TEXAS RENSICN TO IBC) SHEARWALL NOTES M04/W/ID26 1. SHE PLAN TOM ENEMNI__ TYPE AND LOCATIONS. / 2. I/Y DRYWALL MTH 8tl GOOIER COALS C Y CO AT EDGES, W/ VNLLOGNED CONSIRUCIION. PRONE THE AS STANDARD CIx MIXTION AT ALL WALLS. J. RUDE BLOCKING 9 Ill SHEATHING EDGES. PRUDE OGISE STUDS ON - REMEERS 0 EACH END OF SHEAR WALL PROPEALY NAAED GM£ HOLD D R ANCHOR M NOTED ON RAN. SEE HOD DO. ANCHOR SCHE)DIE ON THS SHEET. ALL HOID DOMN ANCHORSHML H SMPCON ON FIX. 4. R UDE 1/2' 0 SOLID 0 48' O.C. MAX. AT All EXTOPON BOTTOM PLATES MTH MN. 0 AT LEASE 2 -ice 2 7' EMSDMENT INTO CONCRETE ANCHORS AlUVER H SHEAR WANE""'THAN 4'-0'. FRONDS 8/8' A EARANSON B_ 0 JT O.0. W/ 7 MIN. J' EMBEDMENT FOR All FIRST FLOOR INTEMOR SEARWA-I (MIN. 21N WALL) 5, N ACE CONTNUOUS HURRGANE CUPS FROM EDGE TV FWNDATWN AS x DETML ON MCAL SNEARWALL DETML SHEET. CLPS SMALL HE 4MPSON TYPE HI OR E01AL I HRAGM SHALL BE A UN. OF 11/B' TAG GS) RWF DMHRACH SNAIL A MN. OR 5/r GOR 1 2 e RRE BD1H DAMRACMS SNAL PIATID MiN INNMLS AT A A. OF A' AT All EXIEMOR EDGES. -SHE SHEAR WAUS SWL BE TED TO TE 0APNRA(AHS BY 1OR NNLS 0 A MAN D' OF SPACWG. B. B - 1F9I I SHEAR WALL TYPE AND MN, SEWIF® TEND SEE SGULUM ANON£ SMGRE IAYER SRATNG CAN BE PIADEC ONDT1ER SIDE OF ENDS p Iy EIXCEPT THERIO-RY MACH SHAM BE RAGE) ON RIOR FACE ONLY) SE SEAR RAM DETAIL SHEET FOR ND TID NOTES AND DEEMLS THE LATERAL LOAD OESGN ON THESE DRAM. HAS WEN CALWUTED FOR 105 WIfS PER HgIR BASIC MND SEED (MIN CATEDUPY N) AS PER ME INTOMATOLAL RESIDENTIAL CODE .1 AND INERNATONAL RVA COVE 2021. HOLD DOWN ANCHOR BOLT SCHEDULE z oan Q YARN SMPSW ANCHOR BOLTpTMYENi ENO DO41N (ATG7) MEMBER IE-I o-1 smHD N/A Ul 4 %4ORDCl 7X Q 6 F a HNo-2 sMDu N/A TV 4 x a aR Dt4 v ND-3 NITS 8/B' 4-1/4' a x 4ON DR 2x a 15 p.p HD-4 (1)HTTS (2) SIF ",Ar a x 4 ON DEL _thus; O W I. N s1 M'OANDED R.ANCH'GFFr µMIST TMRENEG1THVmozrCOVE ME ro az EMlurom 2 THE LOAD VXUFS OF THESE ANCHO6 BATS AND HIM MS HAVE REON INCREASED BY 3M FOR WxD LOADS, IN CCMPUANCE MTH TE CONE REWIREMENTS W Q (i'..I .�i IS FOR ANaGRIxc smEMs NO DATE REVISION HOLD DOWN STRAP SCHEDULE MARK SMPSON STRAP MIT EACH '.'A END MEMBER CITY OF GRAPEVINE CONFUCTMTH TFE OxDI ..CE DE oxzoxlxG 5T_1 CM 2 (2)2N STR5 sr-z CSR 5 G) vl G_ 4/03/2026 CITY APPROVEDN THE JOB I rnu nm[sPro A P 26121 R A n CER 4 (a) 2X STUDS 07/02/2026 9:45:55 AM BY: KELLY TAFT TSBPE: 1-3971 ­4 CSS 5 (5) zx STUDS 1ST FLOOR 105 MPH SHEARWALL PLAN RISK CATEGORY II RAGA RELEASE N EASEMENTS OR PUBLIC RIGHTaF-WAY EXPOSURE B ALL CHANGES MUST BE APPROVED, `^c J 5 sx, SW, ,1 I I ST� I Ir_-I SECOND FLOOR SHEARWALL PLAN SHEARWALL NOTES 1.Z SEE ILAN DOD IOCINMGA. 9YAP WALL THE LE ONON .SEn 90E C, SNOSGN11 1 AL —WEAN WAU-S SHALL Hrc U OMM SMAPS (2) DS-,5 (Smry), OR EMIAD AT EA. ENO. , UME4 A— OTEHMff ON PUN. OER SHEAR WALL PLAN PER SNEAK WALL SCHEDULE nLIS OVAL N- 5. SEE SIEAR WALL OEOE SEER 1. SNFR WALL —NOu. OETNLS ,10 YV.II PFALGAS HHOOR E. MNO SA EN sPEID ((R..,EC. I) .PER FOR INRMlATOIAL REXOENDAL CODE 2021 AND INTERNADGNAL SOLVING CODE IORi. HOLD DOWN STRAP SCHEDULE YMN R 9YPEON 51NAP NOWAKT ENO Wl— ST-1 OSK z (z)- —S ST-1 CSIS EI (I - SN05 ST-3 CSHS Y (1)RYSNOS SF4 6IS 5. I (5)--.S 105 MPH RISK CATEGORY II EXPOSURE B THIS PAGE RELEASED FOR CONSTRUCTON RED—E DOES NOT 11TIORDS All WORK HN CONFLICT IN- — ED IDING CODE OR ZONING CITY APPROVED PlAXS TOBE PT ON E JOB E AT ALL IS ES 07102/2026 9:46:02 AM BY: KELLY TAFT TSBPE: 1-3971 ALL CHANGES MUST BE APPROVED. FLOOR JOISTS ANS Fat ROat dash INA BE IN ACCabNW EM IRL TMIE wa N5 1(2). HEADERS, ORDERS AND BEAMS TO R F SYP. 2. BEAPoNO TIE FNo HAO ON WR00 SUPPORT AND SHALL BE MI CREASEDAS REWIRED BY LOAD. MAN"( LOMB SHALL BE TRANSFERRED TO THE ALA Y ,HEDWPPORTLAIND All EQUALUIER OR CRMN CRESS -SECTION OF 3. ERRING -. A. SHALL BE SUPPOPTER UI 1 AT ME EMEN AND AT EACH SUPPORT BY SOD BLCOfING E%CEPT ME ME ENRS OF NSM ARE A- To A HEADER, BAAD W PITH HST. SOT .-I NI BE NOT LESS MN z INCHES IN THIWRESS AND THE NLL DEPTH BF XERNED "' WPDN ME EN S "' BWDM IDNI AO SHALL NRTNOT IXBE MDEED CM1E iW TE ANY61M NI PUT EXCEED ONE TWEE ME DFPM OF MEEAST. NOTCHES IN ME TOP BE EVITON NAFFS NOT AALOLONATEDSIN XF.WERS GO 0 SISUGR OF N: NOTCHES OND AB- MANING FROMOPPOSITE SEES OF A BEAM, GIRRM OR PARDDCN SHALL BE LAPPED AT LFASF I CR ME OPPOSING .OST STALL RE DER � TER TER N SH BE SUPP PC .1PFR04ED MANNER. AM ERNRAD INTO ME KE ALL ORTER BY STEEL FRAMING HANGNS OR ANWCRS 4.oWB1E0. OP Cf LUMBER CF 21' CROSS SECRONTTYMEN ME SPN BFMEHEARER ERECALL EDSSUPPOETLLTIEDME NDAM OF E ANCHRREA,DIOR MORE THAN MANORS UNIAS BENNG W A BEAM, PARIIMN OR WALL TAIL ABSM 9WL BE sIIPPOMEB AT HEAVER BY SREL FRAMING ANCHORS 5. SIPPOPTNIC REAPMG IA MOWS SENANC PARTTIONS PERPENOIW VR IG UP PNP WS MORE xTHN ME ASTOEQUPISOUA]BWIBNLNJEP AND PN011EL RI NNNG PAPMWB SHALL BE DOUBLED, I. EOCRIRAL SOUR SARN ION 11 SHALL OE M.- N FOLLOWS: A TWO BY FWR ND No NO B. 1�BySSIX �IOWH;OOM� R ENDS SHALL BE HELD IN RACE BY a FR CINa NAILI NFROPED HANGERS BE BGTNG TO OR ER FRAMING MEMBERS D. NI OR CRDSS BRRAAING h14V1 BEAN E IDINNSTALLFR DEEM - M. To E%C® 8 FEET UNLESS BON EDGES NE HELD IN LINE MOP D. BEFER TO wC N502.1.2 FOR MORE RETAILS W REWNEB BLOCKNI ROOF AND CEILING ER GKN XDE APPLY m ROOT HANNG A MNI4U4 SOR OF Y.I2 OR GREATER. MIEN TS RWF SLOK Is lfss MAN S1122.. NEASBtHIPSS KANDPVOR- R5.1XFFERSS AND CLUMGSE READNED 6AolA5" .. AS PoOG FC JOSIS SHALL WM THE RELIVER NM IF ME WGEBE N AWOIROANG OTHER ME ROSE MDERSMER KR� POSSELE OON TRUE NIPS AND VARIER" FIEVESA9W BE LEAST 1ANW NORMAL THOSICE AND NOT LESS N ALL BE AN 9NG£WVNERLEYD ORTHP RATER' ATALL TIA N,Il HERE'S THERE MM%NEA AND NOi IE55 N OFPM MAN TE CUT FW OF ME RAfTER AN CAP THE RAAFFERS DD P. ALIGN MM - ONER ON ME PoI HIP OR VALLEY, ME GGE HIP OR VALLEY RUST OE DEONM AS A RUM. PMALLEL To THE RAFTERS. WERE NOT PM AIEL RAFTERS SHALL BE LIED TO SU�-INCH BY ININ "I"W L) IN AM -T CROSS TES RAF1IX TES BE SPACED NO i MORE MN 4 FEET W CENTER. ME SUi CUT AT ME RAPIER BRD5-MWN BIALL BE NO LORER MN In BENNG MEMBER. s. E SI'S OF NOV S INTURNiHOOF LOUNDS PLLOYIABt U�ATF�YNSPPiAUBE BF BE SUPWwO FINCHPU�D BY 'ME- N eBE 4� BMEµNAAAAUPM SPµ a z-INW BNYW 6IN P gB LL ERWXR MAN THE SUPPORTED RAIFTERi SIRVIS SNNI OE NOT SMALLER MAN IRNOT BY 4-WEN YERSEl ME MBRA! IfNGiH OF STRUTS STALL LESS MAN 45CED D EDECREEN FEOY MMINIMUM HORISCHTTAKORNELF ME STRUM STALL 6E HOT 6. -.C.. PCCOFNAPERS APRIEKINT N D UE AND LATERDISPUBxEXA TEED AXST NO. 6 W MG DOCUMENT OCU i SSE ROW OR A'TODDLE. LYNOOD ROCUK FOR ROOF S SMEAx1HING EMBSED CH DEDME T UNCEPOBE TEBHPL BE AIDED RUTH CKTDAOR IXDE RThOW MUST BE OF MUM AND A ALL, THER NDIA AN SiAGGEREO AS MINNUY OF ONEBM BBt ONRE-MEANRNLFR ME CODE SUB -FLOORING 1. LUNCE . SIIUMNG USER AS STRUCTURAL � OOR SIINUOU� To TN[ I41AM aFPPGRIS AONiS HALL _M OVER SUPPORTS IANIESS ENO -MATCHER LUMBER SURAMB_D, IS AIN MIW CASE EACH PIECE SHALL BEAR W AT LEAST FAMENOT FXCEET 6 ES INCHARTMEROVINDI-NCH NOMINALAL iWSUIAND-CROONED AY ONIMED MEN AST SPACIND DOES WOW SMP FIDOflNNG IS APRED PERPENB RA, TO ME SUPPINM. 2. HY60W.PLYROOD USED ISHE INCH MICA AAND INSFNLD PENPEH WIR To ME IMAM 3 FASTENERS ONE IN ACCORDANCE MTH ANEOK MANUFAIDEERS MEL ONS STALL BE PROVIDED ATTACHING SIBROOR To UCH AV.. FAASS ON NALL BE INSTALLED PER UPC TMLE RRD2.30): -NNUNC ALTEPHAAT MKRIFLOCRING,CTEPIAL µALTERNATE MOTE INI MAY BE USED TON MEET ME MINIMUM IREWIRFNENTS OF ME 00l SNPLL GENERAL FRAMING NOTES WALL FRAMING 1 SIDE, HUNDINT AND BY AUR H LATERN Y SN058 MMfS W GNRRB SUNL NOL r1 iG M NEIGR. NW BENNG WPILS 1 -TH 14 PFET IN MIS IN 1W0 BY SI% NOTPoNG WAILS YAM ETTERALLY UNSUPPORTED SNOS I6INOES ON GLN 1 NOT m N RE 10 DEFT HDWi SHALL BE USED m SUPPORT MORE THN 1 FWOP. NON INCHES WALLS MAY PEACH 20 FEET N HBCHT. FROUNG NoT IRS MAN 21NCHE5 N MIONEA IRO OF ME -1 MOTH AS ME SROS " SNUGLY AND HALTER THEuro m MEWATE uTEw1 SUPPWi MAY BE U WIREYFM BVi N XD BY FOUR SAW R USUO IN LOTH BEARF4G WAELs OF MORE MAN 14' IN PONT STUDS SUALL BE M A STHD GRME Rfl OR SIP AND MUST ALL BE Ir C.C. RECA-K W HISNT AND MTHWT EXCERTQU, ALL SIRE SHALL SU LONTNUBUS z. FROM ALL To BRAS BOUBLL iW Pura. ME DOUBLE TOP PLAra SUALL BE WNOD.. BRACED IF SUPPONnxG CE1LINC AOGT, FLOOR AST. OR RAPIERS 3. FRAMING roPTDED NMN axsR STUDS - DLESSMATiwUR,NICE .- BE INSTALLED AT EACH CONNNER OF N EXIENOR WALL WAPoNG AND -III MLL STIED CNALL BE CAPPED MN DOUBLL TOP %Ara INSTALLED To PRONDE OKRLAPPMG AT W WARS ANN AT INTERSECTIM ETX OFFER PNIMONE, END ANTS N DOUBLE TOP %ATEs SHALL BE OFSEi AT LAST M INCHES SNDO - HAVE NL BENNG M A PLATE OUR 21NNER IN TNCNNESS HANNG A MOM NOi LESS MAN THE WAIL MAN 4, UP NI All EXIEHOR WALLS AND MAN CROSS -SRO PNTTWS APLL BE EfiECTKLY AND MORIUOEY BRACED IS MCURD BY NC BM21a 5. HEADERS ALL GPONARS 4 FEET MBE BE L£A IN DEMAND WALLS STALL OE PRONDER ETH H- 0]NSISIINo OF EMER MA PEGS OF IMCH FRAMING LUMBER PLACED W FDG AND SEW WLY FMTENM TOGETHER OR .1-INCH LUMBER OF PONALENT CROSS SECTW. ALL DP", - MN 4 FEET AIDE SHNL BE FRONDED MTH HUWRS W LINTELS. EAp END OE A UNTIL W HEADER SHALL HAVE A LEROM OF BENIXG OF NOT IESU MN FORME �BNOTHOF E HEADER BE LINTEL ALL SUPFOtTHG W_ESNALL OE DESI(REO ToSUPPORT LOADS SPOEM. BY THE CODE N SPIDOND UNLESS COKER BY IN-. OR FXIENER WALL Go" W SXUMNo MEETNG ME WIN- IEWIREMENTs OF MIN COOS ALL MITPARTTONS OR AM. OF W OR IN. S HAK BRUGNG NOT LESS MAN 2 NOSES N MIIXM1EK AND OF ME SANE MOM AS ME STUDS FORD SIR GLY AND SAILED (HER ID TO PROMBE ADEQUATE UIFRAL SUPPORT. T. WTTNC AND MOTOAHIa N IXTEROt DEALS AND BFAMXG PART"" NY EOW STUD MAY BE Cu A DEPTH NOT _NC25 MUTING OE NoNfloo OE STUDS To A DEPTH NOT C EATER MAN 4o HALEXT W ME WDM of ME SNo Is PERMITTED IN NONDGRING EMITTER OF NO LOADS OTHER MAN THE MATT OF ME PARTIICN. B. BWND HOI£S A HOLE NOT GIEATER IN OAMETER MAN AD PFRG OF ME STUD MOTH MAY BE SCRED N NY WROR SRO. ROPED HOES NOT OEAIFR THAN 6G PERCENT OF ME BOTH OF ME STUD ARE P-117FD IN G PANTTWS OR IN ANY WALL METE EACH BOEO SAND IB HOT MORE THAN TYO SUED 9JCOEmK WJBJ➢CASSTUDS SHALL ME POPEAYOE IF MEN�ERSHELP BE NETHER MAN 5/8 INCH M ME SMCE BF ME MD. ECTOR OE MD AS BORDER NOES SHALL NOT BE IOCATER AT THE SANS BE NOTCH STEEL LINTEL SCHEDULE I. SPAN FOR SIRL UNIEL HEADERS SUPPORTHC MASONRY TO H M Mo. OJ --- NGE 31/Y % 3 Ile 1,1/1 3-B --- HOE 6' % 4• % I/' A,iY --- AN. IF X P x 1/Y ME_ UI FOR GPERINS LANCER MN IV E W BE UESIGM BY ME UCTURAL ENGNEW 2 MINIMUM 6' OE.1MAR EA No OF UNESS ] SEAM OF RUST RESISTANT PAINT M BE APNED TO ENTIRE KNIFAG OE BRICK SUPPORT NOTES 1. ME DETAUS CM ME BASIC FPT/PBNO IPR=MV INN THEBE DETAAS CAN SE -CEO To IT OWLAN STUATGNS NOT MENDWEO IN ITS EAUMB . 2. THESE DETAILS ARE APPLLCMS FOR BACA/MME VENEER SMATONS WNETE. a) ME SWNEER DOES NOT IX® 4ab/IRfl. TIN MIOIT. b.) ME -1 OF MEER -1 NOT 30 FEET. 3. All MIS OF BPICf/STOUE YE EER SUPPORT SHALL BE DULY ENGINEWED. PEEPER BA To THFORMAE NM�GVEN IENGTINFFA FT FEE NR ERACLIAIFIYOUGnON.N NOT EXCLEO4. ALL VEEIR NGPI/BW CiMU1FI0R S'AN. ALL BE CESIGNEO FLR A OFRERT ER BE T A MANMUu oi`- PLIGHT OF DR. N IB-o'WTMT THE SMUCNRAL ENCNCFR FOR MEDST-T CFO. FOR TESE CWRMOIS POST BASE SCHEDULE POST BEE BMPSM DMA.. P05T BASE S- BWTED POST - IRC-TABLE R602.3(1) DD-FRPT50N OR BUILDING FNUMELER ASTENER ND. TYPE OF SPACING OF FASTENERS I POa BLECA DffMEEN AM OR RAFTERSTV TE, ME FAILyetl (2f a 0.113) CDING ABSIS TO PUTS TOE N.1 11 E2r x DITS] ISLA�MIC ACI AFIFRDTIAP5 0`NR TD 'NOR VTE RAPIER, FILE NAY ON BASE RODE MAP RASTER To PLATE TOE MAIL 1-I64 (3f x DOTS SAG D., INFERS I RIDGE, VALLEY OR HIP RAFTERS FEE(11= 5� M (3f = B.,2Y' I DUAD-IIP COMER SRBS 1W (n x V.1.) zC O.C.. I eum-uP RMER, TxD BEGS MM 1/r mAcm 16a (3d• x a6s7 6. O.G ALWc uaT EDG CGNTNUM HEALER iW0 RECEB No (Jd' x 0.115) 16' 0.G ALOIO EAOI FpL I CWTNUOAS HEADER TO ME. 0.1137 TOE NNL 4Btl 2f\x I I ARELL SM. FAG NNL 1W (r ` 0.1280 I UQUBE TOP Pura, FACE 1W (r = 8.12n TES NlNuu BI BiD .106FTsu 4e-Ixa BFFa'Fr AG HALL N IAPPm Nu MN -Ica (3r x Ba3s7 AIE PULE m JdSi W WWHXG FAG NNL 18a 3 . M135 18' 0.G ({ 7 WI£ PULE To JOM OR WWHXG AT SPACED 3-IAa (1 x O.1351 18' 0.G WALL PANELS Snb m sac HATE TOE Na 3-ee (Ifs B.Nr) Otu77, I POENS MAIL - 't7 I P [P TES LPPS Am SRO, 2 ,� Z]' x=0.1ID'f MTRYCROXS. FACE NALµ ND 2•I I' BRA¢ m EACH BAD D PLATE FACE NNL 4-m x 0.113 x e' STUMING To RAN BFAPoNG, FAOE NNL 2-SU UNf x OI13j I' x n MNC To BEAN( FACE NNL 2-SU OF xl. BEAatinH i • = 6 SIUMNG TB EACH azABrf ea (sf x f11a•I FACE NNL 4 STAPLA 1}' I ROGR I ART T1 SILL OR ORDER TOE MAD. 3-N (zf x o.1137 I I' x r B.GRWP 4R LEA TU EACH NBRi, 'AH 2f x o.ItY) FACE NNL 2 SiMlFS It 2' BABn TO ABST OR GXDFR BLIND AND 2-Gr x ­1AG NNL PoM A T To TOP PLATE, ERE NM. Ad (2f x Olin) 6' 0.G (POW APPUCARONS ALSO) Y PLNNS (PLARN N BEN( -FLOOR N ROOF) 2-I64 (3r = 0. 1 AT EACH OEMING CAME ND BEAMS RAIL EACH DYER AS FOLLOWS: 2-IXCHBUILD UCAME LA.,iW (r = 0.12BO N S.G ATMDF AND ECT AM I LL➢GER SMP SUPPOAINC JBSM ER RMERS i(3r z C.135I� AT FACN A . S�INs�R1n�FP�I.SE5e I TWO EMPTQU /[�ItldTE "PLANTS L�R;W BF BDI SUNG a FA DEER PPABXG GI DI F I EAM I DUCT EALPM AABF ' RUOF AN INRRAN WALL SIEAING ToFRAMNG ANR MoMi,ilio b WAIL 'f-f iFRNS � O011a4AL.DflNNL B u lie CO MONI x 0.1311 NNL (PROOF) 6d COMON (4• x Min NNL W' - d' (SUBfIOOR WALL) ) (OOFX6 6 12Id M WMIW (2r x 0.131 MAIL R ly_r 6dCMMON (2r=D.1311 6 H(d I OX (I x 0.1M') NM CR 8 12 If - ,f B4 (2f x 0.131j DOONf➢ NNL OTHER WALL S EAING r SMVCMUL CE.M.No f SALMANDED ROOFING NAIU it CRORN OUR 1' I 3 o RBFRBOARB NUMNG STARE 16 GA, If LNG IF STHUCTUPREPECANDRAL CELLUL'PEAFINDOS If -INCEN1:EERFEE PWRNCA,G a G' CROMN G I' 3 8 d' GYPSUM S EATHNG (d) IC ,if VN 41- ROOFlNG NAY;NSTARL 7 ] tf 1DXa 1}• YAENS, TYPE W BE S f GYPSUM SPENDING if GALVANISER RWRNG NAL4 STARE T T GALVANISED, If LWG If SCPEWG, THE W OP s I MGW STRUCTURAL PANFLU WX WBFIDBR uAA xWRAYM NT TB FRAEXG f ND GSs Bd OEE D( (T = a12P) NNL BE 6 I2 Qd WMMGN (2 f x 0.131] HALL If -I" Bd pppypa O2 f},[� o'71jXOIINON R OR T B TO TMIE R6B2](1) A All NALS NE SYWM-CW.4W, BO% OR BEFENNED SHANKI E- BRIDE OMERMY STAiET B. CROAM! NOTE AMSSTAPB All GME B SPAR® PCE ET NOT MORAND E MAIN 6D6INDE6 ON CENTER ERR AT ALLTER SUPPORTS ME SPANS ME M 4 "AN. W OEATER. D. FOUR-FOOT-BY-8-- CR sFOOT-BT-T-iWT PAN. NAL BE MPBED KPTCALLY. I, SPAONG CF IMMENS NOT NWWLD IN TRUE TABU£ BNLL R BASED W TNT£ Pfi023(2} FOR RIONS HANNG BASIC END SPEED III MNN ON GREATER, W DEFV L f2 L. 0.120) AIMS SHALL BE USED FOR ATTACHING RN BIE END DWOOD STRUCTURAL PANEL ROOF SPENDING Til DISHING EMIN MWNUM S-NOT DISTANCE FROM SUN,=, IF MEAN DI PONT IS MORE MAN 25 FEET, IRE TB 3B FEET G. PONTAN L GRAS FOOF OEAATHIDA BASIC ING To CCPN£MU D WALLDFNBC MPH OR FRM NI SNAIL BE PPNACE FWIXCNFS SUNG W � S1R0C10RA Ohm IS GREATER MAN IW MPH, NA" FOR An 11 PANEL ROOF SUEAMNG m INTERMEBAIE SIPDAPJt'9CT5 MU BIALL K sPACCO 6 IXGH6 W CENTER FOR MINIMUM 4&MBN MISTAKE FROM RDOS. EAKS N0 GABLE No ON ALL FRAMING. GIPSU SIIFAMNo S_WNFOP4 m A5R C 1386 AND BHLL BE INSTALLED IN ACCgONG EM CA 253 SPACIMI OF D FASTFNNERS ON iLWR 9TUMN PANEL BIDES APPLIES To PANS REDOES SUPPORTED BY ER 4FMBMs AND REWIED SUO 1 AND Ai ALL RAN PEEIV ER5 ONLY. 'DAONG OE FASIO W PCOFLNG SHCAMING PANEL EDLCS APPLES TO PMLL ERGS SUPPORTED BY FRAYNG MEMBERS AND REWIRED BLOERING BLONNG OF ROOF CR FI1NR SHUTHNG PANR ERGES PERPENDOLLM TOME FRAMING MEMBERS NEED NO EE FRONDED E%CEPT AS REBARED BY OTHER PRONOCNS OF THIS CODE FLOOD PEPWETEP BNLL BE SUPPORTED 3 3 2 5 3 5 4 99� L 0 O O TYPICAL ROOF BRACING DETAILS S-8 NTs NOTES APLY UNLESS NOTED OMERMG W STRUCTURAL DRAWNGS. 2 COEMAST 8E MNNUM W 1' NMAL MO REAL AND MINIMUM HEQUAL N T AL OR ENEATER MTHE END M DX RAFTER. EU.1R TES PLACID AT THE UPPER 1/3 AND SftSU EQUAL OR GREATER MN ME HAFTTR EPA AT ND MORE MN a• OC. 3 RXRLLH - OR GREATER THAN ME SS O ME RAFTER AND IXSLWED IN FDIC LINATW OVER W DRAWINGS 5 UM B9ATECE5 MN2%4 AN D D BORN NO GREATEST MAN 4MDECREES Y THE DRAMNCB 6. mBP DEAN. e. A. TOP Fu WALL. E 2, AND a NE AGGEPLNI£ MEANS OE ROOF BPPwi. 9. SMWG BA(K MM CAN MEMBER EQUAL W GPUIER MAN CFILNG ART REWIRED ON SPARS CHEATER MAN TB. a SUNG A%ST A. BY THE ORMANDS. 11. - RATIX TES BRACE AT 4' DC ME REQIFaD. DBL 2.4 TOP PLATES HEADER PER (ENGINEER (2) 2.12 HDR U.N.O.) 1: : EXTEND HEADIER(TO ENO r- STUD OF WALL L6TA24 STRAP TIE ON INT. OF WALL 16' 0 8' I1Q 0 9' CLG FASTEN SHEATHING TO 200 10' GILD HEADER W/ Bd COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3' O.C. IN L ALL OTHER MEMBERS PP. �-DBL 2x4, TYP. �5/8' DIAL ANCHOR BOLTS WITH J _r MIN. EMBEDMENT W/ HOLD DOWN 2x2x3/16 PLATE WASHER, TYP. (SEE PLAN).'' � ..� I...I 16d SINKER NAILS IN 2 ROWS 0 3' O.C. LSTA24 STRAP TIE ON INSIDE OF WALL 7/16' OSB SHEATHING HCLDDOWN (SEE PLAN) APA PORTAL FRAME DETAIL GE RELEASED FGRCGNBTRUCTLGCAINFLACT WITH THE BUILDING I Al 07/02/2026 9:46:08 AM BY. KELLY TAFT TSBPE: 1-3971 TRUSS CONSULTING ENGINEERS LLC ROANOKE, TX ph; 682-237-9134 TX FDRM REGISTRATION N F-18827 .of iCEx�°i� N04/03/ID26 z S IE-I Q � 6aF U z Ca�pwp, a 6 0 DATE REVISION I 4/03/2026 PP • 26121 GENERAL NOTES xAta AB BNOTN SD.I �E Ixnau Dcuaz HE o aPDm a � �LNAT eFAE POa PAfffR SFF PLAN fOR 9ff k SPACND TCP Puns IxsTAr<sn cm AT u xNnEn caxmna TnxaLL OxWMINC PFAIIIAflkllfi CH2.5A RAFTER TO TOPD PLATE e/,• a ,._0. a- BAAefA BEINFtN - Z `aµD PC61 PE, 1. ,rw'�.ATm xxoo axo �wnaN J� ,x, N mmaa Nxnntx PULE XDIODxxI DiF,K ;aNiSINN. 1m P@PVN MIODMI ANacR xN� [LOBO s— .. Ho nnD. ox GwP " ., •- a .. �/kNY. SECTION ELEVATION a HOLDDOWN INSTALLATION U+'-r-N' UxNEN anrm smD xm PmlwrrtNr 7'F _ � srACExa aoMrs _ _A I Emxw`'wT Puexu A� I PLAN VIEW OF WALL �xuEs srAc mm Isc sNEaa _ �. � wau saEowF fax macxc) SECTION A -A TWO-SIDED SHEAR WALL 9 PANEL FASTENING DETAIL 10. Ium. .g." a BOif. MlE AS YAS if USFD Pa AWaax z ��a : • oxucus suwanxc I`{r�H ENO PRAWHG. M. CALVAN`® NTAYS�A mEATm aor,al Pus SNPYN sTxaFnE xzsz �� a xzs xoT YwED cuv, aeon. szE PUTE 2 H2.5Z TO TOP BOTTOM PLATE u smD ww, rre. 3 SND x'.N4 M. PO.MOAIpN HAND` �nuaacac Asm ANaa uwsu, m. OO�R o k-P ac YN L iwwa CPIDE � x " .•i A— a IYPIfI SIPRlG-1E 4A4 muaanox n �N fa Fa0a0 PWNTs ALTERNATE ANCHOR OET. TV - SI ARM CRAOF ANCHOR OFT xOiL IY SPAOxc ma FM Df wT N Sad SaP NS "a �TfA'i,",P-) BOTTOM PLATE TO FOUNDATION DETAIL TirEl 9 fPANI o � owmE m I e b � IaaVISMI'aLLJ-�'i', �\ HT-5 HTTST H III fa 5A;Lja. IDa 4u TAccEreEouls 2x FASTENING ® SHEAR WALL ENDS 0 AND AT GARAGE DOOR CRIPPLES "MAN OT xmA�a'A1 E mAw s HNO 1RA NAM Px EDa � ate, u��P I.HY, a css EEE Pux a scw wru SHEAR TRANSFER PANEL W/ JOIST PARALLEL TO SHEARWALL 11 ,/,• -,-0• � 7� ixE=Eu SiEAN E I.N.-NERN NNLS a z-soEn sEAnrlxc IXETNL a �M SIDES HORIZONTAL STRAP DETAIL O7 OPENINGS IN SHEAR WALLS 3/4• =,'_o• NI, PPDxDE nNc. wNa a wNESE naYED ST ON PI IN E%_ wNluL ffl' -' CaTPR SPACNO POR SALE a no wu �( i ,gwl,M a snu w.uL fma DEO( AS EPEOfIFD AREOEIX 12s' - sEE PUN aw � PRi a Ewo IExcTx I :Z PPonaEpwpnxxN /y �zR� IRAxY � Dec axz uxvu mEonm NUIs w tau= ' .° � ATM" AT BEAM OR HEADER END OF SHEAR WALL BETWEEN 1ST. & 2ND. FLOORS 11 S/, _ ,•-r rare Rff o mAaa a na Dow wUNS EN xuls TO SETa SINE AS 9fAP will — STHD HOLD DOWN ,x, x x��ANx. 3Aw'IwAna, 'INR�„ nx� xN,~x x�NN�mwx° I�. ,—a., us �nixuawn i a nc4°� �N®��xiarx wnq �mewx. 'ai'•%e01 cIN, AT—) DIW Ewa SECTIWW�Y EXTERIOR WALL DETAIL C WITHOUTFULL SHEATHING D ARTAS OF SHEA—L ONLY TRUSS CONSULTING ENGINEERS LLC ROANOKE, TX ph; 882-237-9134 TX FIRM REGISTRATION N F-18827 THIS PAGE RELE=C'O�NSTRUCTON clTr APPROVED 07/02f202fi 9:46�5 AMTxE ao BY: KELLY TAFT TSBPE: 1-3971 0 DATE REVISION 4/� • 26121 0� SHEARWALL DETAILS xAu AS SHORN SD.2 BUIX HHEFP a mB wALL m. MBGP PEAx (3£ RON FOP GYM � I � t/YAu1Gxc�iw 9aR �6aa. SUPPORT BY 2X WOOD BEAM E6 RAFTER SANDWICH DETAIL --��Rxx xuEm a sr,IG wALL re. a�/99 Tw/ 1/`YMYtpIC IAG B[lR a6ao. 2 SUPPORT BY PSL BEAM n/e=r-G. SPO WUL ELEVATION xoTwGW "�"' SECTION STEP GABLE WALL 1x STB WALL M. J 9AIX VEffBI CON��mIISRWxN6 Nxl/G p]xi�W� Aoor unuixc o3SUPPORT BY STEEL ANGLE ,/<.- - a suP w.uL rn. �' I - � eRIX vfNEw GOYS 9Nll &Oq(wG L W6vJ//BG CGNi W/ SE1WF£N 3 SROS, IYP. � t/YmaiOxG LM POL1G MYm Pan uAtxxc u'Isa�n�(� RAIN) s 4 SUPPORT BY ROOF MEMBERS x/e-r-a xnGx D MEu PPGw mix�iEEa�aira% THAT BEAwXG SF£ MBA ]v S1L9 WAl1 M. BtlB(NHiA � BAlpt IENFfA PUN f�OR 5� 6vAv3 mow/ Pars ne- SUPPORT BOTH SIDES BY PSL BEAM THIS PAGE RE—SED FOR CONS—C— CITY APPR S;EF %KEPT OR THE JOB 07/02/2026 9:46:24 AM BY: KELLY TAFT TSBPE: 1-3971 TRUSS CONSULTING ENGINEERS LLC ROANOKE, TX ph; 682-237-9134 TX FIRM REGISTRATION N F-18627 Ir0 DATE REVISION I 4/03/2026 • 26121 FRAMING DETAILS xm AS SHOWN SD.3