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Home My WebLink AboutSFADD2025-001801 (3)LCI ENGINEERJNG April 8, 2025 Kent Key Custom Homes 2421 Foil Worth Drive Denton. TX 76205 PO Box 832176 Richardson, TX 75083 Phone: 972-644-0882 lowelletimiiiiiigsetigiiieeri.ne@.,,giiiait.coiii LCIE 45012 Dear Sir or Madame: The following foundation has been designed to soil conditions based on a soil analysis prepared by: Foundation Type: Rebai- Foundatii LABORATORY: NO BLDR. SUPPLIED SOIL REPORT — LCIE REFERS TO FILE DATAUSDA— MANT COUNTY ISSUE-#,1 JUNE 1981 and in accordance with the 2021 International Residential Code. 2021 International Building Code. and standard engineering practice. Effective Soil PI: 18 Qu: N/A LCIE Pt-oject No: 5012 Legal description of property: Subdivision: Town/City: Lot: Block: Addi-ess: Respectfully. LCI Engineer-ing Lowell Cumniing8 Engineet- ITT APPROVEO, TOMCKEPTONI V: Scn;t i-,mvak, Ts' Pd 1 s410 i Al -It- AIUJSTSF APPROVED. PO Box 832176 Richardson, TX 75083 - Phone: 972-644-0882 - lowellcumininosengincerifig'El;glnaii.com W 0 ry CD U) W (N W � 0 W U) z > 00 0 Q 0 0 WA 205 ifS Rl'ELPS lj�zN� 4,11 MEAS. N 00' 0'4' 45" N0 t2 20' ALLEY k 27.60' t U LOT 1 FRAME SIDENCE MEAS. N 05� 54� 38 SCALE: t' = 30' 0 .'w MEAS. o S 49 J2 2 RO =j W., ON & LOT 1 "I lio, !IN I I I-.- 7ZI11=1 TO 'g Ot0l vi—, F", 1-0 IX, N-:5WOOD DECK � R.ftro— N. 1505m2415 GF No 112823669 Tit. GO SIEIIA.f TITLE P-l—, DGR4NTV PROPERTY DESCRiMION LOIROU-ESWi SW.1-0- aaAdd- otolhoQt' Too— C—of, IN— ,djng * ft MIO, Pat tf-oof—d --, Vo!... ;—oc—ty'T'— i 'n � . - -11- 7 A -C, CRIsl iJL C-I/ER :RT - FIN�- DE61u1, �4' SLR - �4 a. Er to iG /' � / GO ✓tR�,C�E SU "eY � LOT 6a,L=RE FOOT,=GE. CO /EKED SG.A.LRE FOOT-: =- RESIDENCE. 321BI -0 FT :399 SG FT.- �/ i CO /ERED SG2J..»RE FOOT.»GE G:�R.:,GE: GO /ERED 5aj4RE FOOT.»GE SHED 62-- SO. =T. !bC 6Q. 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ICOLove Ceiling Joist 1.12x8 SYP #2 i8'j 14 x12+�1 JI 5126 SYP 1 14'16 x11 i131 Neader Hd1 ,112x725YP#2 18'i 1x�3.ty] ' Hd1 32z12 SYP#Z 12'13xj7(ii) s Hdl +02 SYP#2 19'3xi1+31r:]3x11 t10} 3 x;1 to 1 r5] Hdl 16,125YP 112 8`j3 x[1131+5]5x[?r4} I j8 Hd2 I 6 Z- Sy't. O'1642141 Bea Fit I 412x12SYP#2 1201ax;7118 x».I I �w v w E;tirriatnr: Eric Beck TrrcFa ng: Tmcking # Refiu—n :R2-02 Sheet 1 of 1 I Tay IOty 1Product ILen I"t Lome CeiBny Joist -- Jt 82xB SYP 20 9x17 191 =- Jt 10, SSYP �C 18 10x11,171 = - J1 38.2x6 SYP 42 10' 3841110) J2 1 2XG SYP 1* 78 1 xj l r 1III ' J2 82,6 SYP tr 168x!1/151 J2 14,2.6 SIP Q 14 ax12.^+ 110x;1114) J2 21 26 SYP 12' 18x(1+1213x11f111 J2 4MSIP 42 10' 1 x; 1 t31 � j 3xI71101 J2 11 2.6 SYP 42 8' 11 x;1:8) Header - Hd1 :312x12 SYP42 12 ja x{lntj Hd2 42x5 SYP 42 12'j4xj4.+3} Hd2 1 �_6 SYP 42 10:1t x(2131:41 Hd2 12 817x12.'4} x; 12231 " H3 1j5SPq 0 SYP#2 18,11 x1316} H0 912x10 SYP#: 12'19x€Ul Seam x Eli 1 212x12 SYP N2 € 2812,0,1281 �I 1 , l I 1 i Z E; irnatnr: Eric Beck T-c ng: tracking # ftefi=.:—n :R2-03 Sheet 1 of 1 IT, 9 1 Oty I Pr,d,d IL. I COL.- dq. Be.. SYP #2 {l 11128) IFZ I s yp 4-1 20 1511.[1120) Rafter R� 1 1122:6 SYP 42 24 11 1x11,241 R6 SYP 42 22 1; f 11221 Rl 112,6 SYP 1* 201 (1120j Rl 312,6 SYP 42 18 11 xfl 11812 x,'M I RI 112,6 SYP 42 16 11 xj I'l 61 R 2 2A SYP s2 14 V�f271 1 of W Al Rl 78 2,6 SYP A2 12 12x[2i61 j 43,11 �121 2 Rl 12 M SYP 4U 10' 341131 F) I x[l 1 A31 8,111191 RI 18 2x6 SYP 42 8' 1 l(l M I r) 3 J� )2 I ll; 2 xfl,3 1 15 8x i2 4) 4 xfl 181 R2 1 O.2.8 SYP #2 16 lo�fl,ol R2 M SYP 42 k 12 5xf2'61 Ji.P Rafter R7 f 1,121.8 SYP 42 21)1 xj1,24j R3 1 212.8 SYP 42 1 8 " 1, xf, 13 11151141,18) R3 1 111-1.8 SYP;* /16) iv R3 1 2)2x8 SYP;* R3 I 112x8 SYP sllxf Q1 Roal Decking 8017!1 6'.4',8'OS8 m S 7 Eric Beek T,wk,., Tmcking # Peer—:A3.01 Sheet 1 of 1 0 1'.'1 benr'inG o" sneer -d Ows r snick over rvi16e1aso) Blocku:a pane, M 6M 1 Wen srl f fe ,zr I'equ:rz.I ;cc!�, slde nt B:W and B2'W 62W tem r,<rert — ro=tus F�ot `"cdr n -� fiaor l.ntern'b"nung ut i Zb;t a� 05'Reurnsae d' �of lvcu, `,osl.r, rr,lh sd rIII Sv*,esor :, A.11i-] —a s+ere dr =re.• ,; ;zt ,r R2 N�+e,t,,... re: e:.'h '112 am0, ya�r-aI ir,,, la,t "=c losd A,p-1 eor fer e �Lrrct 0,11 ,usr r m of Trx io sr m haord AS Must have vi('fY11BiO... n joist bearing at ends Wzb sr ftenao o e—ier --aaalz for dea< e 'o a,t= a dameser s do ar'iw / o�A; ao sts ar for / b ack ng P-1, less than li / Id,q U.'Of ,tfeny � I El FIYJ rus J-i rim beard a c,esure 6y„rhzrs Al A2 STJCK 1%TY'. W :415 1 AS .R01IS n%c cRdFr r,VC AM BAKER REi REV00EL J—L' rur,�hc. J— 17 o�r+V TWn ... J— ! 3 9 PDF..TIB, T07V1 ! It•;; PR rT, .03 B1 (I)3 1/" X 1 ' k 14' GLs / Es .); 1,,2' X 11" z 16' CLB 2 'ik<7; BS / , �1 3 1 2., X 12" k c' GL5 / t i)S tit" X 71 X 3' u!ti EXISTING FLOOR, 34 Y 24' MATFRIAL T9 BE SMPAM Wj PRiT F"MMs1'; PKC LPE Al f Al A! -, s(ca; till J- ,rs) rII i Si Ai REAM OR C--------- _, _ WALL EEL'JW I - .- ... C NGLLLABOVE HEADER All I1T- !- _ _ h+,fv l.I�M FASTCvrR i2CG�1RCMEl`T� -IFP `� nwTFRwI LIST ABOVE jL tl V lFIERHT0 IATEBAL c- r„ R2 D'TAl fi TAG j y - i 11 RFFFP TO f]FTAI, s„ "I r s, I, 11 - - - - - --- r� s, ^JCFE rOIITR 4CTOR S'RUC71IRAL O .L ENGIIIEER I)F RECORD NE.FD`, III REVIEW ArID /ER'FY T-115 JOIST -- - - AND HFAM IAICUT, PRIOR To -" -, .'��i FR=CT,OnI, FOP AIIY ADDITIOf.S, <� - _ _ CHANCFS, -N0I5CIO D POINT -, ..- ,.. , . LOPDS OP OMISSIOHS L`- t, z ca E w a o 8 z X c� 0 U) w 0 >,< -. g -0 CODE: INTERNATIONAL RESIDENTIAL CODE C? z 1: md o x EDITION: 2021 0 w CITY/MUNICIPALrrY: GRAPEVINE, TEXAS LL —1 X uj ° 0 w Yz BASIC WIND SPEED: 115MPH 111: '0 42 —0 GRND SNOW LOAD: 5PSF 'T LU 0 Z 'F1' TABLE OF CONTENTS PAGE # DESCRIPTION REV.DATE LB -la 1st FLOOR LATERAL BRACING PLAN vy LB -lb 2nd FLOOR LATERAL BRACING PLAN w >ui DTL-1 LATERAL BRACING DETAILS 0� 0 ix x x w H-� DTL-2 STANDARD DETAILS Bull w 0 J z DTL-3 STANDARD DETAILS m > 2 R. GFD-1 GENERAL FRAMING DETAILS W z U) a. 11 1�- o IBD-1 INTERIOR BRACING DETAIL a. w I ENGINEERED DESIGN 11 THE ENGINEERED DESIGN OF THIS' STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED r ESI GN REQUIREMENTS AS 16SUDED BY THE CITY; COUNTY OF GRAPEVINE, TEXAS 12 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FOR A BASICTIMND SPEED OF Icy PER INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION 13 PERIRC R301 13 THE EXTENT OF THE ENGINEERED DESIGN "SHALL ONLY DEMONSTRATE C OMPUANC E OF THESE NONC ONVENTIO NAL ELEMENTS VMTH OTHER APPLICABLE PROVISIONS AND $HALL BE COMPATIBLE MATH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS 1 4 ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT COMPLANCEWTH THE I R C OF TE* C ........... r _F1 tT��:KPV f .. . ....... 1497 3 Gi TX FIRM REGISTRATIOW: F-6417 JOB NUMBER 25-195881 SHEET NOTES 1 ATTACH EXTERIOR POST IIF PRESENT) TO F ON NDADON BELOWAND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL�3 2 INSTALL FLOORJ&FLOOR SHEAR WA-L PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTT2 3 FOR GENERAL NOTES, SEE SHEET DTL2 4 FORLATERAL BRACING DETAILS &DESCRIPTIONS, SEE SHEETS DTL.I,DTL�2&DTL-3 INS ALLTIE-DOWNRAT D NIDICATED LOCATIONS D HOLD D.VAJ NOT NEC11.-'- III SHEET NOTE 1. HIS LOCATION IF HEADER IS CONTINUOUS OVER SUPPORT T. EXISTING FLOOR PLAN J' :J z 7, .... ..... .... . D 0) w LCI 00, 0ul ui - z ca O 2 ELI (n z U) (L .1 -� 0� Lr) t'W w CV Q' "I n. LIWT�' T Wl 94973 LB/la TX FIRM REGISTRATIONk F-6417 JOB NUMBER 25-195881 SHEET NOTES 1 ATTACH EXTERIOR POST iIF PRESENT) TO FOUNDATION NDAPON BELOWAND TO FRAMING ABOVE PER THE TYPICAL DETAIL ON SHEET DTL"3 2 INSTA-L FLOORJ&FLOOR SHEAR WALL PANEL STRAPS PER TYPICAL DETAIL ON SHEET DTT2 3 FOR GENERAL NOTES, SEE SHEET DTL2 4 FORLATERAL BRACING DETALS &DESCRIPTIONS, SEE SHEETS DTL.I,DTL"2&DTL-3 A F THESE PERIMETER WALLS ARE INTERIOR AND ---- NOT APART 0FWND BRACING DESIGN SHOWN ON THESE PLANS THESE WALLS WILL BE SUFFI CANTLY BRACED WTH SHEETROCK CN THE [ INSIDE FACE --------------- -T 0: EXISTING FL.06R-F AN D D 0) w 2 uj > ow y . (j) g 00 '4 z (L U) 0 w 1 71- 9 4 973 "INAL 41 LB/lb TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-195881 FOP PLA HE TAR PLATE RE -'E-' '-'I FOR F�T'FGR ELEVATION - - ---- --• ELEVATION OF SHEATIRiG REGURED T,P PLATE E LEVA it 10 ' Ol PLI,1101,1I z MV ALCASOOD 01 OSB S H El T IT %OA LL AREAS SHEITHIN G 1ITH Ed �Oh%INN NMLS�T 4' 0 C I.SDAPSON HrT4.j*1T, ATPMJE EDGEBANDAr SHEATING 0 TH 9d BELLON� AND AD 0'Ell _ TRO", � C OPINION NAILS AT OP NINGSIGITH,., 11A ANCH CR BOLT, 12"QC IN FIELD 4'111- AT PANEL L LEE. 2,81-OCKINGSHALLBE T',PIC AL USTAILLED 1AISIPLOON I GAO P CNIBEDMENT, SELL E DOOR OPEtING —It."' DRILL N'TA D,jNOCw,S, EDGESA14D AT I INSTALLEDATALL HORIZON111- PANEL JOINTS, D IERTWAL DOuROPENING 0 C 114 FIELD Ali Ai� OPENING OPENING I T D IA ANC I SDR T CAL ROD. DRILL ADS LIPIO SIMPSON (0) FALTERNIT L �; LL—, ONHEN PRESENT, AND INSTALL .1 SMAPSON "_SFp SCIN SLID F I-SIRIr-N HTT4, WHEN PRESENT PANEL JOINTS SHALL OG C UP I'M 0` 5 11" 1 UAIHEN DISTALL,11 OPENING _ to SET EPDXY, 7' EMEEDMEN T AND 0) VT I -BOLTS INSTALL CIA SNGHOR BOLT, STUDS USE WOMED)NNALLS 1, -ND PRESENT) SIT EFOXI. UIIHEN EMBEDIDENT co PALUERNATNELY, c Ef BED) BEFORE I NUTAIJ EDICSVISLN @ V 0 BE PANEL EDGES PRESENT, ALTORNINKELT -,IF INFRETIF C, POUR) Q KOLTBEFORE C1114CRETE PIOFIFU SL ot 12� 0 C IN THE FIELD Fr PROXY, 7' ELABEDNENT, �LIE NATIVELIJILETALL 77 INSTALL V2",-ROLT 7, BEFAR C , -TE In 0 AM POINGHDIO ANN (2) 112' HDOLTS P,DO71ON(RE R, -4 0 DO) 's GONG RETE POURI ILI It TE THE ELEIIATK44 SPOON IS OOR ILI USTRALLIS PURPOSES C DOI AND —0 IDIFFER FPUNACTDuL CITUDITIONS x 0 wILL DETAIL D x w =a 0 DETAIL IN F2'DA ANCHOR ROD, DRILL, DID ]BEFALL U1 S[LIPSON bEFEP�)X,,?�E�,UCDWtIT�ALTERtIATIIELe,l�14STALL CONTINUOUSLY SHEATHED WALL WALL STIFFENER PANEL 1.2'J-LIOL T BEFORE OCNCRE OF POUR) NOTESEE 0 _0 PLM4 FOR HOLD DOWN PO, ESIENT SCALE N T 6 0'T u- 'It w/ (2) HOLD DOWNS Z SCALE CIA DETAIL B WALL STIFFENER PANEL W/ HOLD DOWN IN CORNER 4'0" MNIMUNI SAFER TO LATEFAL FRAIGNA T LAN FOR SILENT OF SHEITTINI, REOUIRED STALE N1 8 TOPPIATE OIALL - 'RNER., PANEL EDGE ELF, ATION 4'^O` ANIDAI-M CLOSEST 10 If RUDE TOP PLA HE 7116'PLIW000 CROSS w ELEVATION E TOP PI ATE SHEATHING AUN8i /J ELDA LOU C NEALONN,11-SAT TO IF. PLOADOD OROSB V 11c ATPANEL EDGES PEATFIN6 AITH A AND AT 1?ki A IN FIELD SHEATHING y (j) I E2 BLAMING G MCIONNAILSAT 'R040 X R ITIL 4 1) C AT PANEL EDGES A r ALL HORI- 1 G INIHORROD MILLARD -T 2 4 00 `4 LZLI DO AND AT 10 0 1; INFIELD. PANEL Ills 11 ST�ILL%APSIPAPSON SE vV EPDXY ALL EDGES SHALL BE T'CIABEDMEPIT JALTERIAT NELV, :x, INSTALL 1,O'DIA J-DOUT ILL. CL BACKED INCLUDING L VIC ICFO�11 RIE L'I'lL C`� FfIBIDNENT) BEFORE z BE, CL TYPICAL A F lEO HORIZONTAL DOD FS OR GII ISIMPSO CINGRETE POURS 0 HALLIDAY OR 1,HICH OCIUR,N LAALES -SET T'PIOBEPOSENT Q (L J 0 GOODS IT PCA CAHEN DOOR NNFAI-RPVR44i2�,6' 1BAI,EFY PR-1vIDE2X (ALTERNAPMOLY, INSTALL >- BL 11 KING AT ALL tir - I- lr� j B�l T BEFORE 1, 1 NOPC LED INTO PRESENT)j„iOPFNING I'GETITED4 HI),"HIO1,16001-1 HORIOCINT�L PANEL CON� REIEPCURS A'(1 �, PER AEG A SON HTT4 59' Y, A ANCHOR FOR w ADDS SO JOINTS STUDS NOTCH "LIST , /, INSTALLED IAI WSIN -EN-D INSIRMIONS PRE, SEARCH DIAGONAL. OR BE REINFORCED ALTH SETEPUG, T" EMBEDMENT, A METAL STRAP STUDS NOTCHN OF FOLTERNATNE0,INSTALL SINAPSOr STHDIO BEFORE COOL FETE POUR] A BE It 'L 10 A -AR ON M-G� BE REI 0 IRIED UOTH -13REE 4F BE 3 DON) FIETAL'STRAP TA 3,000 P-11 CONCRETE 60 DO3ROE S ODOX) 1,11T SEE PLAN FOR HOLD D DAN ILI CASE NT 45 DEGREES BAN F- S11E,TH,NALLA BAR TO DETAIL G A,rjvE BELLI . AND A jA(EET TO OPENINGS A G 60DE REES (WA, DETAIL A PERFORATED SHEARWALL CORNER DETAIL DETAIL I )AFTH 1.12' GIPSUMry S�,E�THF 4 G ON BAD I PERFORATED SHEARWALL DETAIL INTERIOR SHEATHING DETAIL S LES -, EILOCK114G SHALL SCALE NT$ 0 21 GI SE INSTAULEDATALL SCALE N I S NOTE: A, SCALE NTA HORIZOIDIALP41JELJOINTR POD VERTICAL PANEL �g IFTHEPAr, PLI GANALLD,OBLE � INTSS ALI OCDUROVER 11" I HESTHN! SPEGITIVOPADP[TION,11, FAN, GALS R STUDS PER OIC ING NAIL OR STAPLE THE F,,,WNERD,� Prup G �l NALIVE PUFP0 E. CHILL NNO ILLU, SAO 1 Us LONG OR 1 ` GO E I 5K DIFFER FAR FROMACTUAL C ONLIMOND SC RFFLVST,PFGLORSATj" 0 FOR EDC4-1ND FIELD D�AALLIABOVE 6E! 'tIDSEFINEE[JOPErlit#S,r�-'[fHErvER17SR-��EO ICU, STRUCTURSL IALLUHEATFI (RED LABEQ CR E GUIL P WDE BLOGB ING AT ALL HORETNT-L EDGIO AND 11ERTKAL EDGES `R 9 9 7 3 so" m Sit ILLOLCUROUP STUDS USE NO 11 AOA 114 FALVANZEDSTINIL ROOFING NAILS ODOR , N " Us' DEC '10 16 `NLE B�7 z A- GAL-NIZ D STEEL SWLES 0 ? 0 C a 1,11FL SNOBS AND @,6' 1, C N FIELD PANEL ECIESINA, BE BITTED )R -PAPEP11" MINIMUM AA NOTE: DTL 11 USE A METALLISCANNER TO LOCATE EXISTING CABLES LATERAL BRACING DETAILS TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-195881 !1 FRANYING GENERAL NOTES I ENGINEEREDCESIGN I I Tf IE ENGIP,EEREDDESk"tlOFT1416,'TRUGTIJREISIIITEtErEDTO M14EETT�IEFRAMING EtJPI,IIEEREDE�ESIO�iPEOUIP�E64Er4TS,�S U,UE C Bi THE CITY OF GFCAPRVNE,TEXAS A BA,Ic, LiNDSPOET OFISPAPI-PERINTIETATATOTL, RESIDENTIAL C DOE.2021 EDITION 13 PEft IROSCSI 12 THE EST ENT OF THE ENOINEERE A DE,V1 'SH-t I ONLY DEMONCTRA, Te I OTI OF PHE AS N0tlCOtA,ENTIOtH,LELEMENTS "qT OTHER APPLICABLE , ROuRKNS AND SHALL BE COMPATIBLE �rv,N H THE P EPPERMANCE IF THE LONIENTIONALFRAEAED TPSTENS 14 HERS NOT rOVEREr ON THREE DAA'IdNOS SHALL MAINTAIN E1RL,TUONfLL1NCE,1ITHTHEIR C 2 Y`G ON SPP-H`ICATICNS 21 ALLSTUEP CHILLER $PF STURGRADE OqEOVIVALENT 2- 9ULPLATES SHALL BE PRESiURE TREATED Q Ve P 23 R4FTERSAADJOESTSO-VILLBE RSYP 'nOTHAPAOUJIUSOF ELAST'C'T'L E-f ADOTOD A,, ONLERL NOTED OTHERAINE 24 ��EADEPS` ADD BFAM,1IHIEN SPECIFIED, SHALL UPS A IT RUM MODULUS OFELA5`NCrk ITY, E•�I,AylnpN, AND TABULATED BENDING STRESS, FS-BOMpA, OULESS III TED OTHERITSE 3 EXTERIOR WALL BRACING THLSHEEi REPWSENTSTHFEKTEtITOFTfiELATERAL EPA'= RP'(H NEEDS 10 BE INSTALLED TO GOEAPLC �PITPI 'ECTCNR602W3FTHEIR, THEREARFAREYS CCUFORATOTHISSECTIOU ENCNEEREDSOL TIOTEIAS OOI� IN ARE PRO AS EDTO E NFURE A DEOLATE FEW ORNWO E I,, THUI .12 ALL STY �CT ;ARAL PANEL SHEATHINO, W,,TFVAS NHOYPN ON THE " PLAP1,114LIBE71TH-PLFT'(lCOUR�iSE, PANELS 5DA L BE SEC HRO ;U ED TO FRAiliTH I II2'LQNO, 16 '-UGE OR a Cl SIM - INC SP PCED AT 3 1 0 C AROUND THE EDGE PIPE, 0 C ITT THE FIELD 2; UOF'7 NTIL ROCA ING NEENBER'jf1ALL BE INUTILLE A �T ALL HORIZ ONTAL NTAL ROOTS FOR STPUCTURAL PNEL,,000 SIR THING THE BR CIW PLUAN 4' SHOLM ON THO S14EE r SUAILL BE REFERREC TO FOR THE BRACING LOCATIONS 34 IF SNIPSON STROPUAlPALL& ARE TO BE - ER GOWIDERATION IPUL BE -EN TO PLACTIE TkE DAYLER A I TO IPT ROPRIATE LEAD TIME OOQSIBL': AS POST I A', 21P,EE1.1 AS At I PRODLI,'T3 MA; NOT BE IN M7 Ch 35 11 HENDRILUNG INTO THE SIB FORHOLO0nNo ORANCHOR DO LS, CFHE S11.11- BE TAITH TO ALCIC CALI-RE OF OCT TENSIONED CABLES, TOPPLATE RELATION E) " HEADER d IZI!l 1A ALL THE JACK STUDS 8d I"' 14 AILS 0 1,Nj 0 C E 111 THIS AREA 7116'POPIPOOD T, OS8 W8d 101INION TEEPEC-1111EIII-1121 - ---------- NAILS @ 6' 0 C AT PANEL EDGES ANN M BLINO BEITBEEN T UP PLATE IS, C C, N FIELD HEADERS TOP PLATE ELEVATION ELEVATION -HEIGHTSTUD _��POIII III FINUL ADDADDIDPONALF111-1-HEIGHT STUDSARSPACEPIRCITS CRIPPLE STUDS ASREQD1REOjYP1 [",ITT 'Rl� I TO �LID?P I 11R I,PL 11�� "11 TO 1OPITIS P� "-'7Y, 0. lqDTHS ITINUCTIRE KHF - HCVUHT IS L F_Rq FOR 'S�:IIGLT 7 'SAIPECN STHDIO (INSTALL j.,7A7 HEADER - //.// S-2 a E A- IIIIR '11111L DANIEL .1,111ITS 11 SEE LAN FOR STRAPS ACROAS BEFORE CONCRETE POUR) W. 'F� UP , , ' BEAM SZETYPI-1 . I I-EADERTRANSITION _'�T'E' ".LLO"PUR IH'P'2"� 10, OFTAD-HEIGHT' PROCIDEIABLOIKING INSTALL. 14S D A ANCHOR BOLT. TA1 SIPAPSON SET Oc EACH 10= 111 'CH END Of") ON T A ';'1'1 Al 0 EPE" S OR E PAT E -1 2 //`�'r�`SIA J BOLT BEFORE A, 'o KING STUD FASTEN 2X PLATE TO --- 16 CONORETE POUR E CHEND A' DIA A 1111SIMF:SCSOUTT'�'. ZTA , IYOMPS' -N SE F EPDXY, TO EMBER D'ENT (7 EMBEDMENT 1ATENNOCURBISPRESENTj I ,, - .*' ., '. .. 1, OUTSIDE FACE OF WALL N)TE REOTHERNACIPLY SANALLONABLE SU8ATITUTjCNF(:ROSSJPt�PAOrD SHEATHING THE FASTENERS & ATTACHMENT PATTERN 811�1 BE III A , CC CARAT CE WITH TABLE ON AIM 1, SEE GFDA FOR ADDITIONAL INFORIPPITION 2 YSAPSON MSIC7 A 14EAD RIAITH2R0PRS LL AT APSC,EGUALM'P) -E REdSINKERS@YOC LD 3: i 0 R W 12, NI -0 1 AbTI1 2,61"1 FSCINSTHDIO INSTALL AD REBA R INSTALLED WX v BEF-RECOW.RETEPOURT ZO USHEARClNEPER t' 'I) < SIMPSON INSTALLATION X I REGIARENENTS o 'T u- Z I REBAR INSTALLED IN CONE PER _----ALTERNATIVE ATTACHEMENT S1 'TAILA PON TO FOUNDATION I LTERICATIVE10, INS 17'ENIBERAENT. BEFORE CINIRETE POUR] As] PSIT SErLPO) E�Q`Pi'RE`PPI�ENTSA V2'DIAPUTOROCL1 "I"I!LL"I,"",",,,"tT",LI � T- LL I" MA I SCILT I A NOTE ICT'ANCHOR BOLT IS NOT INSIDE FACE OF WALL REQUIRED 110EN 2-SIPIPSON HTPIS w LIA ARE USED 2 BRACED WALL PANEL BETWEEN GARAGE DOORS 0 x PL _q uzl, - **WHEN HEADER NOT CONTINUOUS 2 0 1 w DETAIL J In z So, (L BUILT-UP PORTAL FRAME -1 0� (L VALE PITS UNLESS NOTED OTHERWISE FLOOR -TO -FLOOR SHEAR WALL PANEL w STRAPS ARE REQUIRED AT EXTERIOR WALL CORNERS ONLY A� 'l� 711A 11111- -1- CA, - 1 ITADmmrtonam jl .,.I Ar P 111 :A 'ALIP 111 A A, 1161111 'I. APP-1 IIITIYLI4 AIS-11IL SECTION A -A TYPICAL FLOOR -TO -FLOOR SHEARWALL PANEL STRAP DETAIL SCALE STS 8,. RICO ALTERNATIVE STAGGERED STUD STRAP DETAIL A AA IT 94973 LC AN DTL 2 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-195881 All -TOP'N,"PRI-AN PL,-O,00- a ISO 141` RIORIEN TTAILSUPPGRS�Tl�T SAW, Do 'GLIC01 yt —BLOCKING RAFTERS xt A .Z B 011 ST, —CEI.KJOINTS '.HESJE, FrAtINT, ELEVATION TYPICAL CHIMNEY WIND BRACING DETAIL SCALE IS I S 949-73 . N , A L. ',40 IECTEDI:Ljil 101 StIMONNAILATlItDr T4 BLOI> IT 4V 0 1 EPIH SIDE—, 12,21 EACH CORDER 7,16" Pl_i)-IOODP, COS AROUND PMLETER, NAZI. UH 10d,'011MON ADDS A f I I C 5NPAIFLEDuE30LDII "AILLERIAROUPPORTS SECTION Y-Y SHINED, FROMINF, FLAN SCALE IT IS 331VPSGN SLEV44 5%,OOD SO �REIG INTO EI(H5IDE C C,HIRNE'I FRAME 4TRAFIERAND CEILING PENETRATIONS ION X-X CHIMSECTNE) FRAMINGTHESAI SCALE 14T F�NTERSEGUON P CST Hl.N_, T, DEPTA01j"Isr, TINTERSECTIONP I "I'SEESCHIEFULE .............. . ... I � Pc6T "'WEIN POST COLUMN SEE SHEET NOTE I PACT FAA SEE SCHEDULE POST RISE Ov, INK [OR BUD SEE SCHEDI ILE INSTALLED Offill ENIPSONSETEPO'e NRAILEDMENI) TYPICAL EXTERIOR POST ATTACHMENT DETAIL G'�ILE 111 S SEEPLATFOR " __ HEALER SIZE , _-, , TECTURALFASNA LrDIA. THRI 0,,4 " I I TOP SEUPIL OPENOT0 SEES' HEOULE TYPICAL LEDGER ANGLE SUPPORT DETAIL SCALE 'ITS STUD BE) OLD �AASIIERAND GUTREOD PRESSURE TREATED 2 ALL — PLATE IAE 5 Y A AT EQUAL) TEPOF IYURETE 0 AILTHTNP RIFTS LB'DIA ANWOR RCH q" EATEEDEEN n @ 6 4' 0 1 DIAXIIALIFIAlUrNG EXTERIOR AILL UNE, WTHIN I,"' Or 'CALL CORNERS, 410 LUITHIN x' TO IT OF BILL PLAT I SUIT JOINTS DRILL AND INS?ALL W 31DIPSI ISE _T EPDX f DALTERNAI PvELs 1 A FALL TBOLUS BEFORE CASHING FHE SLABT I SEE SHEET GOT E 2 1 STUD BEYC 140 SINIPSCN LAS A110 SILL Atir ' HORU@P0`C C NN)VALITIALSIG EXTERIOR OIALL LINE, OUNIN IT OF DALL CICRI IERS, MID �AITHIN 4 TO U," PRESSURE TREATED T: SILL— OF SILL PLATE BUTT JOINTS. UNSTALL BEFORE PLATE (00 S I P o EQUAL) CASTING THE SLAH) TOPOFCONC9ETE ELE,A T1 0 S1 NUOSILLANCHOES TYPICAL EXTERIOR WALL SILL PLATE ATTACHMENT DETAIL (USE METHOD T or SCALE El T A EXTEND SHEAThINC STUD SpIl"Es A) C E A) g HIGH TOP PLATE to SICILSCNLSlA3OA,EQUL,L- Al2: 11OHAIII-S 7 ELEvAFON E EL AT F��l ITT z 0 "1, 8 7 g to = 1,15 x E_ 82., OBL2, SOLID GLOCRNG x ` _0 0 LAI �z x —Al r, LL 7,161 PLSUCCB OR _j x w 0 OGBD4rlTHPIGId6d lUlHBLlIIAIL� 12 '42 0 CA A, L L,% S' w 0 —0 0 'T U- a AND 11' 11 " 114 FIELD Z 'At I 10' DIA ANCHORBOILTS, INSTALLED"" INIPSON SET MOLD. C"M;l ENIBEENIENTI TYPICAL TOP PLATE us ELEVATION CHANGE DETAIL w Lul > SCALE HIS cl� 0 lz 0 x `ye (j) t PRE RFPRf)VECqTRUtl',IRALO0"4EtTORS CROSS REFERENCE TABLE 00 SLI W, __1 co OMMjtl STRONG TIE A34 j,PSTRUCTURGL SIMON UPS STRUCTURAL CONNECTORS STRONG TIE CIINNECTORS N114 _T,G I ITE, 5; 2 LN, z -1 0 , 8 1 ABUIS5 A PAU`E, LIP4 P,056 LU1.1 LUS 2 MP4F j U` Q (L Ar) > ACP -,a sib 11 " LI INDA 3 FITTS ol�- JUS116 a JU128 w CV HP, IN NDU5410 GIA,5, 0 HILL HTT-12 IIU2U,l II;ul2j TUBE L !T LTAw RUE LUS.G, 2 LUS R 1 281 LOAD` WS210 TIFLIS, LUS2102 Uiltoll LlJDC 110, HILLS MAS 'HTM MIT' 4UGIEG op. HLO12 I CITS 3 HU48 NNO 1 L1111 "34 DNA L b UGI LUSTAL JUSOL02 iIJ12101 FAG `T21 OPP "III ED = su. POSTCOLLION CONNETTbON SCHEDULE (SIMPSON) PEST CAPS POSTSIZE LOST 11411 111IT117E VINTERSMION "111 IERSEITION 4,4 LUE4 LEACH S;Dn 11A (EACH SIEQ AEi 3)2,41 6,6 LCE4 EACH SIDE) 03 (EACH SIDE) ABUSE 4) 2,UA 8 8 8118 BOB 'SUBS 6)2,S', To to LCE4LACH SIDE) fILCEl LAICH NlEj USING (13� 2, 10" 12 12 LFE4EAUH SIDE) BE CtITAI.H SIDEJ C01"12 (8) 1, ITA HOLES I USE SlIAMN 2 M+, FINISH AT USA FOUNALUNT FOR POST COT IECTORS'e,IT1IPERAMtIENTE%FERORE+POSURE 2 LEE PRESSURE TREATED LULUBDI HEN 'aIGOO IS PE R4MHENFLYE,P',SEC• TOTHE ENlRCtiMEIIT GENERAL FRAMING DETAILS BUILT UPPOSTS TREATED SILL IMOD SPLICES # OF COLTS PLATE SEE 2,4 t4l' ............... st?,p i - Ce A, M o' WAD IC, 2-L,T' Syp 0 2'Ll SUTIC 2 2,12 12 SIP'lp 3 z IS DTL 13 TX FIRM REGISTRATION#: F-6417 JOB NUMBER 25-195881 ALLOWABLE SHEAR WALL OSB OR PLYWOOD PANEL SUBSTITUTIONS TABLE A`- INSTALLATION SCHEDULE FASTENERS SITUATIONS PIPE BRAND PRODUCT LABEL ?rid° CRIAIGN + 1 II" LEG, No 1n GAUGE GALVANIZED ENER;'1 BRAC C O TOP" 6FR1ICTURAL BRACE RED : PEEL STAPLES ar No, i l GAUGE, 1-114" rALVAP1LED STEEL ROODPIG NAILS THERM4PU U 113' STRUCTURAL ART, DE RED SVMEASABOIIE (STORM SPACES SHEATHING STARK CLINIC 0615" RED SOME ZS ABOVE THEkMQFI'I OITT DUPER STRENGTH BLUE SURE A5 ABOVE SHEATH:NC, AiLT CROVGN A 110 LEG, No 16 GAO,E GALVANIZED FIBER BRACE 0 NOT STRU,TIJRAL WA STEEL STAPLES or Ho, ti GAUGE. 1!0' ALI%ANIZED STEEL BONDING HAILS TABLE "B' - "NI TM LENGTH OF PANEL FOR VARIOUS PLATE HEIGHTS SHEATHMG BRAND PRODUCT LIBEL TOP PLATE HEIGHT OBimC FLOOR H+1O' ENER'i1 BRACE 010.1'STRUCRURALBRACE RED 16' H s i_' L' < H 5 14' THERM, 0113" STRUCTURAL GRADE (STuRM BRACQ SHEA`HIN„ RED n7 - H IT IL' Hs 10' S14RRSTRUC 0651 RED IS, H 12' i_' HI IS H THERILA }PL' 013'r'4PERS1 RENGI'H SHBIT U, BLUE IS ' H ^_ i ic H -- to Hs 10' FIBER BRACE CI;,W STRUCTURAL N%.A 1u"- H I i< m. ITS 4' H _ 10' DENS GLASS 0 500v" STRUCTURAL SILSIR i0'-H, LF, t WILL RES]ARI' L" H OF (( HL VE",', 1,! ERIFV THAT ENCUGH �IIALL SPACE IS PLAMEBLE FOR G68 PANEL SUBSTITUTIONS < IHEF#IGHT-TO LENGTHRATIt+OF THESE PANELS oHFLLNEVERE'at.EED2 TUT 3 STUDSPATMI SHALLhMTE1GEEDIIE'L1 4 P,NELED', E MA1 BE RUT TED, LAPPED 314 LA IMU4 5 ALL.ERTIAL PA(IEL EDGES SHALL OCCUR OVER STUDS 6 ALL IIOR-ONIAL PANEL EDGES IAU BE DINO h ED.w I TH^ LOADER SIMPS'IN DANGER a1HEFULE FOR MLUTRLE PC BFAMS xd CEILIHG.101STS NI FICAL UNLESS hM FED 0 THER1'ISE ON f-NS1 MEMRERSI?E FACE MOUNT � TOP FLANGE 211, LU U5 JB.L %=}:6 LUS_G"_ Hnls-.d-.. IT ?L"6 FAA 1 NIA tl ILS3; 1 AIDS (2Ln lil'.'�1f Hun IT 'a IHJIi^S:iF j N+A A LUOS J6214 II LUS21112 I FUNNO=IF fC-t0 HU^_INJ I 11LC103TF 2112 UP$21A I JNU1. C.12 LUS=1112 TO, M.`2TF HU2113 HLCf?W NCTE3 i SCHEDULE BASED ON N6 POINT LOADA T'PPLIED TO HEARD MOWS A .F E;IAUT'[APIA LLO, Lao, PU-',�A,) 11ANGERA.I, ILL EE _ATED OUT ON THE PLAN 3 REFERTO SIMPSON CATALOG FOR UB FAUGIHON GUIDEUNFA 4 HANGERS,AEDL4E 84SED ON THE USE OF S Y P LUMBER SRz l"R PANELEDGINFIELD J'Do 611, C, 3" O.C. 6" 0 C, T'OC, n'O,. 3"OC 6"OC 3" DC 6100 NINI IUMLENGTH NFPANCL 8'-0.. B',I^ 9,N N'O" HEADER SCHEDULE Iet 2VA L I RC :R TABLES RUIN ; to LF,6213 P.:I A SET e t?, It1lERI0R d ExiEWOR1�I%1T41 ROUF AND CEILMO SLIM ION RLE St�AN NOF JACk 0,0 IS, 4'-2' [!!TrHEADER CA:aO's G'e^ 2)212s :'A, ' LITEE OR -HIi 0 t FLOLR=6+11E #ADER L +ICAHON EEE SPAN #LAP JACNSfUDS EH EpR's C)"t PLHRIORIFTH.,l� FLOGR=HOVE HEADER IT,ATION E=E SPAN AOF jA01I USE C}Ifl'v d' T f - cRTOT, s^ , s6 (.'one's A E+fER10R�u�lTFlfljCLEAR SPztl FLi10R ABO++F HEADER L'ITs'NON SIG J rf'AN kOF JACK C}�e's [�/ J10' E IS 6 IdO iE i ALI HEADERSPAI1S hh10 SIDES NOT CO.+ERED 50vE TOE NDTEO UNI'L4Pl SCESAIGBPANS BASED 014 BE S't P IF OTHER SEE FWD 3 F ASTEN PLEA TOLE THER'1x NTH 16dCOMMON NAILS IiIS' O, I AI-Vt1G EACH'B" 4, AN, HEADERS Fk LING UNDER A FIIOR TSTEN PAT DESIGNED B'r NORiE>, SHILLBE DERIOIED -ND SAEU B'r FLOOR Sr`.TEM 1, ANTU'Ar,TURER r( IL'TENGINE-EKII 3i4"OS6 ,.. t2C-8 Gd 18'0: BEAM IMATLH HELH i OF I.JOIST FRAN'TAI ...8 � ' SURFLOOPSB 1 O O � INSTALL++AAHER-/ _ aT EACH BCI.T SP,4 FJG ER8RA CE 0 i&' O C _.,.8 -. MIPllMUM1d AGIOd C1, MAILS ACTC BEAM AND UNDEREFCHDIAGONUILSTRIT GL IuNrI,J0IJT+HOi SHO'NNt i ' C LECGER 11 10d COFAMGN U AILS (S d" O C. TYPICAL CANTILEVERED LEDGE GENERAL FRAMING DETAILS ... FRAMING DETAIL SLUE H 18 IGTES 1 PEFERTO.`,HEETDi L-1 FORGEMPAILNOTES _ ALII FASTENERS(MACUI1IN LOUR SORE'+uS,6nLTS,AND iHREADEp P,OC:S!MI ii NT-Ci1�I%I TIf PRE5SURF TREATED,GOOD SHRL BE HUT DIPPED GALIVIIIIZED SOUND, RECUMMEUIG5 1+55 CALVIN -INGN ALL SIP.IPSGN CONNECT+RS IN CONTACT KITH PRESSURE TREATED100D SFULL IWVE THE 7 ARD PDRD STEEL LINTEL SCHEDULE HEIGHT OF VENEER w ( ( I ( o 's rEELAhGLE I `i... {W PER TAE- I © c-R�--�03 x ��-/� uLEAR:;PAtJ 1 1 I i l t l EPA''n01.BS, IFT,'SNARED LINTEL CLEARSPAH;FEEA SITE t '+ 14 1 5 1 6 f) I 6 1 'r I t0 1 11 1 12 I t3 T +4 1 ii 1 1f ! 1' HEIGHT OF E IF - 31.?, r>< 4:.3ft=.11d 3T1.Sj 1 1 i.�1 8 d 1 3 1 2 i S:a; if_I jw,t it 18' ii 9 ) 6 5 I STORE, SOFIA U`T SQUARED DIIIEL I CLEE.RSPAH:FEET1 SIZE 1 3 1 4 1 5 I 6€ 1 1 8 1 O 1 10 i it 1 12 1 13 1 14 1 15 f 16 1 IT 11EIGII1OF OVINE 31+2r 31D,1/4 I ?I I 1 `` } 4r31f'xiA 15 1G 6 a _' I 5.3in., 9g ?2 1S 3 6 4 ; m> 11 s ?C 7G l.4 r ili �I4x`.,y. tl 8 6 d d 3 >< 16 IG 9i 6 4 a I 3 NI TES A STEEL ANGLE SIZES ARE BASED ON LA:IO DEFLEQIGN CRITERIA B REFER TO FLAN FOR AREAS ''ORTO OR CLIENT PLEA R SPAN THAN ii A OWART NOT APPLCABLE FOR GARAGE AREAS LSEE PLAN) D, GABLE AREAS WIT INCLUDED TAPE PLAN) i'-6'ddAl BEAMLEN)TH -DUIJBLE U1 4 14 (:UA A'% 5TFEU'¢A r CDVI POSITIONEC' i.: DIAM MILTS TICHT AGM43T BERI 9 f/ A d3TR1J-1EfiHSIDE ATTu,lnml EACH SIDE co"MJNNAILs 1 21LEDGER FURROUTLEDGE AS REQUIRED SECTION B-B SCALE rats A, �'. 94473 TX FIRM REGISTRATION#: F-6417 T G 2 G! m y7 E aN 3 2 w � c 0 UN 8.2 i X x U~b-0 r n 0 c, � _00 0 n a U. w �S x w cc CC ci a 0 0 0 � I.B. c cW } G 0 of X �W ern~ O`4z ' m W 0. `a p -0 u7 w z a oaAli _ GFDt1 JOB NUMBER 25-195881 l t, REFER TO LATERAL BRACING PLAN FOR SHEATWAIALL AREAS ABG4E, EATENTOF SHEATHIN-j REGUIRED BELIYA AND ADJACENT TO ' OPENJINGSPITH I.C' GYPS' H umr.AlE SHEATHING ON BOTH SIDES ELo+•rcN I._„ r P . _ ._.A,.....x.....r,, ....,,..$ F ','�i BLOCKING SHALL BE INSTALLED AT •"!-' ALL HCR20NTAL PANEL JOINTS, ANDVERTICAL PANELJGINTS SHALL OC1,IJROVER5TUPS USE in" , TYPICAL IJALU ROOFING NAIL OR STAPLE x HALLIPAY ' I W LON,• OR I WSO,RE'�AR '.a OR TYPE''n+ OR 6 AT70 C PER ED-VE ROON4 TYPICAL ! . ANDRELD ORLET;NBRA UE� HEN DOUR " BOTH ENDS,.'F,N'ALL PRESEN Ti i OPENING - AA,HEN RED T-PLY IS AN ALLO,AABLE SUBSTITUTION PRESENT FCR GYPSUM SHHEATHNG SEE 1FDf1 FOR NlI:UNGPATTERPI8411iERREQ!IIREt1ENTS : ` .1 PR:,:DE BLOC KING g ALL HOREONTAL JOINTS ; NOTE, i [• ... - - THEELEVATIONSHCWNISFOR ILLI ISTRATNE PURPOSES 0NL't ,TND C,iiY I DIFFER FRONT ACTUAL CI.TNDITIONS a os�r€cs,nml,11 r,, nnnceFFc..IMr<I TOP PLATE ELEVATION er f INST,;LL SINPSON b2' LG, TITEN HO(THD51300f WITHIN 6-U° OF BOTH END OF 'A,ALL PER FIFG'S INSTRUCTIONS + Jr 1ACf Ill COMPETE OR 7,1 N rt111; n um. [E.xPJNDPVXDI[m sE fxuuoaao..ITM u�crusrr+Nr DETAIL IL FIRST FLOOR INTERIOR SHEATHING (lETAIL ECHLE NTS REFERTu LtTEPFLDR,,.,1 iPLANFCR SHEATH WALL AREAS ABOVE, E;:TENT CF SHEATFUH, REQUIPEP BEUD)'e, AND AGdACENT TO TOP PLATE OPENINGS VtITH iP',YPSUM TO'njvE I ELEVATION SHEATHINGON6GTIi FIDES 21 eLcuxmul I__ \ I' `!,,' Fj�/ 1... _ - �•- BLOCKING SHALL BE INSTALLED AT ALL HORIZCNTAL PANEL JOINTS. - .I ✓ . - - _ _ _ _ AND VIER PCAL PANEL JOINTS SHALL' O:CURCuERSTUDSISE1"'• _ RPCAL :,IL,r RIOFINGNdAILCRSTAPLEx HALLBIAY i ale LONG 3R I SB" SCRLNS '�.F, GR- TPE,aIORShT+' OC FOREviD�GE - RnDNA - 1 TYPICAL / a AND RELD OR LET IN BRACE c V_ i'N7+ENDOOR BOTHENDS,FmA PRESENT) OPEN NG.L ,eI 11 (A+HEN RED T-PLY IS AN ALUO4ABLE SUBSTI'RI FAN r PRESENT FCR GYPSt;M SHEATHING SEE GFDfi FOR F' .I• ti , _ `. NUtUNGPATTERN&OTHER REQUIREMENTS " , - PROviDE BLOCKING@ ALL HORZONTAL JOINTS 't :NOTETRaOk — -"�' �_ � — _" :'.�''_"'�'.' JGisr THE ELPVAFICN9HolhN ISFOR "�.�.�""- — , --- "_ _"" _"' '_" m '_'_ . , ILLUSTRA rIvC PURPOSES ONL'r A,,N M'A'I DIFFCRFRvFA1CTIJ+LCOHDITIONS i o-: oFl,R1:sIMM11- OR au DEC.PECS IMF:) igfJJ*giC➢(IPI CF n UUI,OIm.l rI 6I:III$T Y[G �•IiIl MEl�STrx!' DETAIL ILL SECOND FLOOR INTERIOR SHEATHING DETAIL S, aLE N T S y>ae®\1a .r Zw3M1 i..Ic',LV[T ...IcpI4 1Kt s TX FIRM REGISTRATION#: F•6417 us w } Elf O ix c) x w Y tn~ [ o-z O , ca o 0. - oa� tt7 JOB NUMBER 25-195881 l 6 2 1 31 _4 7 5 11 Tj ,1A1- T� . ... ....... yw I AS W 1 FILL A[ N'TFS EIn��,G 13 91 tanL iA,FJF,-,,v ELI A, �� t"ddi lode —A., d,-A d"'A 'F 2 F[ISTI vi as 11111T ull, Fy O,,,d Lq t, SEA dta,h,,[ t9 F,dd AUM df 1— '1 1 ALL FIL, -, 1 3 Ail kl--,,�O I'd I E DII,13.1�llldl'll�,'�.d,.��,',,".'=,,:,�,,;',t,,a�,,�,a:p,�t,,, i 5 A%,114 I'd 111, td R, OFFId ..1— pd, L Ed I ...... d Fill Fdd,,efi, 16 17 1 19 201 IF '.11 I'Al 411lt 11 111d 11111111y Oill 1cl F tl� Al, Al lld< pw . ...... 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Box 832176 , Maj ,NCRichardson,FOUNDATION LAYOUT Richardson, Texas 75083 Tag I Qty I Product ; Len Cut Logic Interior Stud 55I2x&92-5/8" DF Stud Interior Plate ` 128I2x6 DF #2 R/L Interior Bottom Plate %2x6 DF #2 Treated R/L Ceiling Joist da-ie J1 14 2x8 SYP #2 18 14x2/9 77 J2 5 2x6 SYP #2 14' 5x1/13 Header --, - -y Hd1 10 2x12 SYP#2 12' 7x2/6 3x1/11 Hd1 7 2x12 SYP #2 1 -- - 0 1/6 31x1/4 /'IO 1 Hd1 - 25 2 6x1/3 5 10x2/4 i3 Hd2 2x6 SYP #212 ' 1 Beam B1 4 2x12 SYP #2 20' I4x1 /19 ?----- - — - — ------------- --- — - — --— - - -- — - — - — - — - — - — - — ---- -' Zm r 4 - " C - e vc OF I Taq f Qtv I Product Ceiling Joist J 1 812x8 SYP #2 -_-_ J 1 10 2x8 SYP #2 11 38 2x8 SYP #2 J2 i 2x6 SYP #2 J2 8 2x6 SYP 42 J2 14 2x6 SYP 42 J2 21,2x6 SYP #2 J2 4 2x6 SYP #2 J2 11 2x6 SYP #2 deader Hd1 612x12 SYP #2 Hd2 42x6 SYP #2 Hd2 112x6 SYP #2 Hd2 1012x6 SYP #2 __- Hd3 112x10 SYP #2 - Hd3 912x10 SYP #2 Bea B1 I 212x12SYP#2 I Len I Cut Logic 20'18W119} 18' 10x(1/17} 10' 38x11/10) 18' 1x{1/71/M 16' 8X01151 14' 4x{2/7) 10x0114} 12' 18x0 /12) 3x0111 } 10' tx{t/3 1/7} 3x{1/10} 8111x0/8) 12_I6x(i/111 12'. 4 0/31 10'Itx{2/3 1/4} 8.17x(2/4} 3x{t/2 2)31 18'j1x{3/6} 12'19x{2/6} M� i c � x i a L�oI- aLn,i EIO 0RO&ES 0 ;QAPEIIWE T,. BAKER RE REVOIEL lEl 01 04 04 enPRI 12 S -5 9 P(TF. Td I 5 DdC BECk, H2 an '6 FOI UAdd bstad ,q1 db, e F/I F (1)3 X 12" X 14' SLL' F/ I X 72 'Ll 52 (t) I 71� 2 NW) 'YY F, tIl 1112 X 12 LB //AT b4.(I)j 112a 12" X 18 6LB ATT b5V)' 112 y 12' y 8' "LB /EXISTING F 1-0 0 R, F, F FF �WICRAi TO BE 3HIPP50 W.b �-..f, W1 NRSr IWAM W PRO, F, JIY 77= Hl 1 IE BIB B11A, drvd iIM T, LS o(z,) A' T T " HTL J-12 x T T T OTT Ad H, t'A F; 2,4 1 - 9) J - 1 (6) 'T TOY, A, R.2 Bel .141212) 10 "MT —IT -L ABOVE ZOT, H A BELCW �0, j T T' P'ELAFEDRERTO E-A1lT,dFR A3 mm,f have 14- inim—j'i51 VINIMW TNS7ENEP f0i1fE S be.,jRg t Ends H_,CF AT P-Al, , '' F—E 111T Tll 31 ID TAu FIl 241 , � TF 11 c_7S -I V J�, 7-Y' 2 11", *R111 RETLR lO 11-11- 8, d—d— W� Ed, LET 1801A It .dc 20' p: 6' d—, 1,fu:r R? 10 i :max mum far 9 zTS.r'f.l ------ REFER TO DE -AL A IR bl,k,,q 1, 1— IU.A 12' d"All A 51/vI 'o-Z, N"'g,O C I T "A, 4 lAl 1� .2 dR14 12- 1:Tz - t NOT= CONTRACTOR 'TRUC1 RAI ENGINEER IF RECORD NEED- TO RFVIFVI *IF VERIFY THIS J,,bT T2, Ll"ILD EI5,lM LAYOUT, PRIOR TO 'T JOR ADDITIONS, Al A G_l m. +lIq=: UND.Sa SET POINT LOADS OR Dkfl>&ONS 4 777K ��Jl T71 RECEIVED: 5/7/2025 25-001801 2415 LOS ROBLES DRIVE ADDITION AND REMODEL Al-02