HomeMy WebLinkAboutBLD2018-00042 - 07 BUILDING PLANSSHTTT INDTX
LABEI-PG#TITLT
G-000 I CI)VER SHEET
G-001 2 GtNERAI. N()TES
s-001 3 TNGINIERING NOTTS
s-10'l 4 T()UNDATIt)N PIAN
A-000 5 BLANK TI.OOR PLAN
A-101 6 MAIN FLOt)R PLAN
A-r06 1 ROt)F PI.AN
A-201 8 TLTVATIONS
A-202 I TLTVATIt)NS
A-30'.t 10 CROSS SICTI()NS
A-501 't'l DEIAII.S
A-502 12 DEIAITS
E-l01 13 ELICTRICAL PLAN
CAD TTCHilIGIA}I:
C.CHURCHILT
2(}()2 CAT()N WAY SW
I)IYMPIA, WA 98502
360.915.9142
BtGlilttl:
CARTIE BTRARD P.E.
606 C()MMTRCIAT AVT SUITT D
ANACORTTS, WA 98221
(e70) 38e-s971
GO}ITAGT IIIFOR IIAIIOII:
GUSilOIIT[:
RH()NtlA St)tHtIM
371 t0xflttD DRtVt
PORTT()WNSTND,WA 98368
360.531.1030
PARCET # - 965000113
SA1TS OTFIGE:
lHAn Horts Jffm$il omct
92 KALA SQUART PtACt
P()RTTOWNSTND,WA 98368
PH0NE: 360.379.8600
DESlGil CRMRIA
THESE CUST()MIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY:
RH()NDA St)LHElM
SALTS ASS()CIATE
3D IS()MIIRIC I)RAWINGS ART T()R
ILLUSIRATION [)NLY! PIANS, DETAILS AND
ENGINEERING TAKE PRTCEDENCE ()VER ANY
3D DRAWING WITHIN THIS PI.AN.
IHE DRAFflNG DEPARIIvIENT HAS N()T UNDERG()NT A
DTSIGN REVIEW F()R THE FUNCNONALTTY ()R
AESTHTIICS OT TH6 M()DIFITD PIAN. ]HE CHANGES
MADT T() THIS PI.AN ARE AT IHT DISCRTTION ()F IHE
CLIENT AND SATES C()NSULTANT.
THIS CUST()MIZED PI.AN WAS BASTD ()TF ()I THt
I.EXAR 1728 PLAN. THIS IS A M()DIFITD VERSI()N
OT THT PIAN AND N()I THt ORIGINAL
JEFFERSON COUNTY DCD
BUILDI}-IG PI.AN REVIEW
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GENERAL Ct)NSTRUCTIt]N NOTTS:
1 . SUB.C()NTRACTOR IS RESPONSIBI.T IOR THT T()LI()WING:
VTRIFYING AND MET]ING AI.L LOCAI. AND SIAII CODI REQUIRIMENTS,
REVIEV'IING APPROVED PTANS AND C()MPLYING WITH AI.L APPR[)VTD
REQUIREMENTS ()T THT ENGINTER AND THT BUITDING DEPARTMTNT. METTING
AII- SATTTY RTQUIREMENTS AND STANDARD SATTTY PRACTICES THAT ARt
REC(]MMTNDTD AND OR RTQUIRED BY STAIT ANt) t()CAt AIITH()RITIES. VTRIFY
ACCURACY (}T ATT DIMENSIONS. D() N()T SCALT THE DRAWINGS! IT
DISCREPANCIES t)CCUR, PTEAST C()NTACT THT DtSIGNtR.
2 - N() CHANGTS ART T(} Bt MADE T() IHt PI.AN WITHI)UT THE C()NSTNI ()T THE
DESIGNER, ENGINTER ANt) BUITDII{G DEPART}ItNT.
3 . THIS STRUCTURT IS TNGINETRTD IATIRAI-IY USING THT DESIGN CRITTRIA
SHOWN ()N THt CI)VER SHETT. THIS PI-AN HAS BEIN DTSIGNTD TO CARRY ATL
TI)ADS IR()M THT R()()T T() IHt F()UNDATI()N.
4 - TIRE-BTOCKING IS REQUIRED AT AtT PENEIRATIONS AT IHT WATTS AND
PLATtS INCLUOING: PIUMBING, ELECTRICAI AND MTCHANICAL PENITRAIIONS.
TIRE-BLOC( AT MINIMUM 1O Ttt] ().C. H()RIZI)NTAI-LY !N WAI.I- CAVITItS.
5 - WHtRt RtQUlRto, USE A M|NIMUM 0t 3000 PSt C0NCRUI PtR 2015 IRC
TABI.T R402.2, INCTUI)ING FI)UNDATII)N WALIS, P()RCH AND GARAGT SI.ABS,
STEPS AND ALt ()THER ARTAS THAT ART TXP()SED T() THt WEATHIR. MAXIMUM
STRENGTH IS AT 28 DAYS. AttOW ADEQUATT TIMT I()R TOUNDATION Tt) SEI
BEFORT BACKTILLING.
6 - WATTR HTATTR IS T() BT INSTALTED PER MANUTACIURER SPTCITICATI()NS,
2015 IRC REQUIREMTNTS AND IHT STATE ADOPTED PTUMBING Ct)D[. TANK
MUST BT STRAPPED AT THT UPPTR AND TOWER THIRD ()I THE TANK. AT THt
t0wtR SIRAB STRAP lS T0 Bt 4', M|N|MUM ABI)VE THt C0NTR0|S, ptR 2015
IRC CHAPTER 13 STCTI()N M1307.2. WHTN INSTALLTD IN A GARAGE, ALI-
APPI-IANCIS MUST HAVI IHT SOURCT OT IGNITION A MINIMUM ()I 18' ABI)VE
THT TT()OR SIAB. MECHANICAUPLUMBING TQUIPMENT IS T() BE PR()TECTTD
FROM IMPACT OT A VEHICTT.
7 - UST 5/8' SHTEIR()CI( t)R 1/2' SAG.RESISTANT AT THE CTILING PTR 2OI5
IRC STCTI()N R702.3.5 AND TABTI.
8 - II.ASHING IS RTQUIRED AT ALt ffttRI(}R TRIM ErIRUSIONS, WINDOW
SII.I-S, JAMBS AND OTHTR ARTAS THAT WAITR MAY INTRUDT. PtR THT 2015
IRC, INSTALT WIND()WS PTR MANUFACruRER INSTRUCTIONS.
9 - PROVIDT A MINIMUM 22X30 R()UGH OPTNING T()R ATTIC ACCESS W]IH
TIGHT FITTING, STLT CI.()SING D()OR THAT IS BACKTD WITH INSULATI()N.
10 . AI.T BEDR()()MS ART TO HAVE AN EGRTSS WINDI)W WITH A MINIMUM
20X24 ()PTNING N()T LESS THAN 5.7 SQUARE T[ET.
,I
1 . SET THE EI-ECTRICAL SHET] T()R E)(HAUST TAN, SM()KT DTTTCT()R, CARBt)N
M()N())(IDE DETECT()R AND EI-ICTRICAL TXTURE L()CATIONS.
I2. ALt CI)NSTRUCTI()N PRACTICES, PI.ANS, AND DETAITS RETIRENCTD WITHIN
THIS PI.AN STT ARE D()NE S() IN ACC()RDANCE W]TH THE IOLTOWING C()DES
AND AMENDMTNTS PER THTIR ADOPflNG ()RDINANCTS:
2015 INTERNATIoNAL RrstDtNTtAr_ CoDt IRC)
20r5 INTERNATIoNAL BUtLDtNG C0Dt [1BC)
2015 UNrr0RM PLUMBTNG CoDE (UBC)
201s WASHINGT0N STATI TNTRGY CoDr (WSEC)
TOUNDATI()N & IL()OR TRAMING N()TES:
.I - AtI. TO()TINGS SHALL BEAR ()N STIFT, TIRM S()IT MEMNG THT
REQU|RIMINTS 0t DtFAUtT SlTt C|_ASS ',D', ptR 2015 tBC StCTt0N 1613.52.
DTSIGN !S BASED ON 15OO PST SOIL. CONTRACTOR MUST VTRIFY WITH
BUILDING DEPARII,IENT THAT IHEST C()NDMONS ARt MTT PRI()R T() W()RI(
2 - ALI. W()OD IN C()NTACT WITH C()NCRTTT SHALL Bt 2X HTM-TIR #2
MIN]MUM TREATED WITH AN APPROVED PRISTRVATIVI AND GALVANIZED H()T.
DtPPtD C0NNICT0RS (0R) STANDARD HEM-F|R 0N AN |MPERV|0US M0|STURE
EARRIER (lRC R319.1) 0R 80RAT[ TREATID HIM-HR #2 M|NIMUM.
3 - PROVIDT APPROPRIATE BT()CK.()UIS IN TO()TINGS ()R WALTS T()R
PTUMBING AND TTTCTRICAI- SruB OUTS.
FRAMING NOTES:
1 - SUB-CONTRACTOR IS RTSP()NSIBI-I T()R THt IOI.LOWING:
- VERIFYING AND METTING ALL L()CAL AND STATE C()DT REQUIRTMTNTS. REVITWING APPROVID PI.ANS AND C()MPLYING WIIH ALL APPROVTD
RTQUIREMENTS OT THt ENGINEER AND THT BUII.DING DIPARTMtNT.- MTETING AI.L SAFTTY RTQUIRIMENTS ANt) STANDARD SATI]Y PRACTICTS
THAT ARE RTC()MMTNDED AND OR RTOUIRED BY STATE AND I-OCAI-
AUTH()RITlES.- VERIFY ACCURACY ()T ALL DIMTNSIONS. I)() N()T SCALT THT DRAWINGS! IT
OISCREPANCIES ()CCUR, PI.EASE C()NTACT THE DESIGNER.
2 - Nt} CHANGTS ART T() BT MADE T() THT PLAN W][H()UT THt C()NSENT ()T THT
DtSIGNER At{D BUIIDING DEPARItjIENT.
Rt)()F FRAMING NI)TES:
1 - JONN AND RAFTTRS ARE T() BE DT #2 MINIMUM. RAFTTRS MAY BT SUPPORTED
BY P()STING DOWN Tt) II.AT BLOCKING THAT SPANS A MINIMUM ()T TW() TRUSSES.
2 - TRUSSES SHALT CARRY MANUTACTURER STAMP AND HAVT ENGINEERING
DRAWINGS ON SITE T()R INSPECTION. ALI. TRUSS BRACING REQUIREMENTS MUSI
Bt INSTAI-LED PTR TRUSS DRAWII'IGS. D() NOT IITLD M()DIFY ANY TRUSS WITH()UT
PRIOR APPROVAI TR()M THE TNGINTER AND BUITDING DTPARTMENT. IT ATRUSS IS
I)AMAGED, D() N()T INSTALT IT. CONTACT THt BUILDER IMMTDIATEIY Tt)R A
REPI.ACTMENT TRUSS.
3 . TRAMING CONNECTI()NS SHAI.I BT 'SIMPS()N STRONG TIT" OR AN APPROVTD
EQUtVAttNT.
4 - PR()VIDE ATTIC VTNTII.ATION PER 2015 IRC R806.2. THT NEt TRTE VTI{TILATED
ARTA SHATL Bt 1/3()O SQUART FETT. 5()9O OI THT RTQUIRED VTNTII-ATI()N AREA
sHAt_t_ Bt A M|N]MUM 0t 3 rEfi ABoVE tAVt VINTS. THt BA|_ANCI 0F REQUTRED
VENTILATION SHAI.I. BT PR()VIDED AT THE EAVES.
5 . PR()VIDT A MINIMUM ROUGH OPINING 22X30 AITIC ACCTSS PANTT WIIH A
TIGHT FlIflNG, STII GL()SING D()OR. D()OR SHALL BT BACKTD WITH INSUTATION IT
T()CATTD ABOVT HEATEI) SPACT. VERITY ACCESS L()CAIION W]TH OWNER AND
Pl.ANS.
6 - UNo. SHTATH R00r PtR 2015 IBC CASI 1 ISTAGGERED PANELS UNBI0CKID).
TASTTN PANETS WITH 8D NAII.S @ 6' ()C @ TDGT AND 'I2' OC IN THE FIELD. D()
NOT STAPLT! UNLTSS APPROVTD BY A LICINCI ENGINIIR.
i - uNo. T0E-NAil. Ar_L GABLE END TRUSSES W|IH (2) 100 NATLS @ 16', 0C lNTo
Tt)P PTATES.
8 - UNo. T0I-NAIL IACH END 0F TRUSS AT BEAR]NG WALLS WITH (2) 100 NAlr.S
AND TASTEN WITH TRUSS CLIPS PER PLAN.
EI.ECTRICAI. N()TES:
I - SMOKT DMCTORS SHALT BE lIt)V. HARD WIRTD WITH BATITRY BACI(UP AND
SHATI- BE INTTRC()NNECTTD. OWNER SHAII. BT RTSPI)NSIBLT T()R SM()I(E
DTTECT()RS IT A MONITORED TIRE SYSTEM IS REQUIRED.
2 . ETTCTRICAL C()NTRACT()R SHALT CO()RI)INATE L()CATION t)T PANTL AND MEITR
WITH C()NTRACT()R.
3 - EI.ECTRICAT C()NTRACTOR SHAI-L PRI)VIDE HTAT.I()SS CAICUI.ATI()NS ()R
F()LL[)W THT PRTSCRIPIIVT PATH REQUIRTMTNTS TOR SIZING HTATING EQUIPMENT.
4 - ELTCTRICAL C()NTRACT()R SHALT CONT()RM T() LOCAT AND STATT C()D[S.
5 . E)(ACT OUTLTIS T()CATI()N MAY VARY DEPTNDING ()N CONSTRUCTII)N
VARIABLTS.
6. WHERE A DRYTR IS VENTED THR()UGH A IOUNDATION VENTTHT VENT MUST Bt
COMPLTTEI-Y STAttD TO PRTVENT M()IST E)(HAUSI ARt TR()M RETNTTRING THT
CRAWI- SPACT.
7 . PtR 2015 IRC R315 . AN APPRI)VEI) CARB()N M()N[)XII)E AIARM SHALL BT
INSIAI.LED ()UTSIDE OI EACH SEPARATE STEEPING AREA IN THT IMMIDIATE VICINITY
()F THt BTDR()()M IN DWTI-LING UNITS AND ()N TACH I-[VTI. OT THT DWETI-ING AND
IN ACCORDANCT WITH THE MANUTACTURTRS RECOMMTNDATIONS.
4 - USt 3000 PSI C()NCRITE WHrRr RTQUIRID BY THt 2015 IRC TABt_t 402.2.
MAXIMUM COMPRISSIVI STRENGTH AT 28 DAYS.
5 . F()UNDATION VTNTS ARE TO BE INSTALI.TD AI 1 SQUARE T()()T VENTITATI()N
PER 150 SQUART ITI] OI CRAWT SPACT PTR 2015 IRC STGTI()N R408.2.
VENTS ART T() Bt A MAXIMUM ()T 36' FR()M BUILDING C()RNTRS. --WA STATI
AMTNDMENTS ALTOW TOR 1 SQUART IO()T PTR 3OO SQUARE FEEI t)F CRAWI.
sPACE.".
6 . 2X PRESSURT-IRIATED MUDSII.L T() BI INSTAI.LTD TLUSH WITH THT INSIDE
IACE OT T[)UNDATI()N WAI.L AT JOIST BEARING POINTS Tt) ACCEPI JOIST
HANGERS. VERIFY THAT THE MUDSILI. IS SQUART AT ALt CORNERS. ATTACH
THT MUDSILI- TO THE TOUNDATION WITH 112" X 1O' ANCH()R BOLTS AND 1/4'
x 3'x 3'wAsHrR @ 6', 0c uNo.
7 . REBAR IS NOI REQUIRED IN INTTRIOR TI)OTINGS UNTTSS IT IS BEL[)Il/ A
I()AD BEARING POINT, ()R AN INTIRIOR SHTARWATI. PTR 2015 IRC SICTIt)N
R403.1.3.
8 . THT TOUNDATION IN THIS PLAN IS DESIGNTD PRESCRIPTIVETY, BUT THT
C()NNECTIONS TR[)M THt T()UNDATION T() THT MUDSITI. IS TNGINTTREI) T(]R
RTSISTING LATTRAL TOADS AS OUNINTD IN THI DTSIGN CRITTRIA ()N THT
covtR sHttT.
9 . THT I()UNDATII)N T[)()TINGS SHALT Bt A MINIMUM 12' WIDE BEI.[)W ONT.
STORY PI)RTIONS OT THt BUITDING AND 1 6' BET()W TWO.STORY P[)RTI()NS ()T
THT BUILDING, WHERT S[)II- PRTSSURT IS ADIQUATI PIR THE BUITDING
DEPARTMENT. SEt TNGINTERTD TOUNDATION DT]AII-S.
It) - WHtRt REQUIRED PtR 2()'I5 IRC R4O6.I, T()UNDATION WALI.S SHALL Bt
DAMP PR()()FTD AROUND THT TNTIRT PERIMTTTR USING A METH(}D THAT IS
APPR()VED BY THT BUII.DING DEPARTMTNT.
11 - BACKTILL SHATL N()T Bt PTACTD AGAINST THT WALI UNTIT THE WAIL HAS
SUTTICIENT STRTNGTH AND HAS BTTN ANCH()RED T() IHT TL()()R AB[)VE, ()R
HAS BTIN SUIFICIENTI-Y BRACTD T() PREVTNT DAMAGE BY IHT BACKFILI.
EXCEPTI0N: BRACING lS N()T REQUIRID FOR WALTS SUPP0RTING IESS THAN 4
FEIT (48',) 0F UNBAT.ANCED BACKHLT (2015 tRC R404.1.7)
3 . IIRT-BL()CKING IS RTQUIRED AT AI.L PTNETRATIONS AT THT WALI-S AND
PLAltS INCLUDING: PLUMBING, ELECTRICAL AND MICHANICAL PENURATI0NS.
FIRT.BL[)CI( AT MINIMUM IO TET] ().C. HORIZONTALI.Y IN WALI- CAVITIES.
4. UN(). NAIL ATt TOP PTATES TOGTTHER WITH lOD NAILS @ 12' O.C. AND AI
sPLlcES WITH 100 NAILS @ 6', 0.C. LAP SPLICIS A MINIMUM 0t 48',TYPICAL.
NAtt Att B0T[0M PT.ATES T0 Ft_00R SHIATH|NG AND MUoStLt WITH (2 100
NAITS EACH STUD BAY. NAIL ATT OSB SHTATHING W]TH 8D NAILS @ 6'().C. ()N
TDGT AND 12' O.C. IN THT TITLD UNO. TXITRIOR Srut)S MUST BT SPACTD AT
't6'0.c.
5 . CABINT], PLUMBING HXruRE AND D()OR R()UGH OPENINGS ARE CRITICAT
DIMENSIONS. TAKT CART TO VERIFY THAT THTST DIMTNSIONS ARt FRAMED
ACCURATEI-Y.
6 - Stt ENG|NEIRING Ft)R ALt SHEARWALT_ PTACTMENTS AND RtQUtRtMtNTS.
SHTARWAI.T DETAITS MUST BT I()LL()IIIED EXACTLY. NOflTY THT OTSIGNTR OT
ANY I)ISCRTPANCITS ()R C()NCERNS.
7 - REVIIW APPROVED PI.ANS AND DTTAILS PRIOR TO STARTING IRAMING
wORK. cHECK tOR SPtClnC RTQUIREMENTS 0N NAtLtNG, Bt0CKtNG,
SHEAIHING AND ANCH()R ATTACHMENTS.
VENTITATI()N SYSTTM NOTES:
TXHAUST TANS IN BATHS SHATT BT AS INDICATED ()N PTANS W/ 30 CFM
CONTINU()US. TOTAL ()t C()NTINUOUS CTM RATINGS F()R ALT EXHAUST TANS IN
HOUST SHATL BE IN ACCI)RDAN8E WITH STCTI()N M'I507 ()T THI 2015
|NTIRNATI0NAT RIS|DENTIAT CoDt (tRC). SrE TABrr M'.rs07.3.3[1) FoR
RtQUIRtD AM0UNT 0t CFM AlRFlOlt\r.
GTNTRAL STRUCTURAL N(]TTS:
WIND AND STISMIC H()RIZ()NTAI- F()RCES ]MP()SID ON THIS STRUCTURT ARE
RESISTTI) 8Y A SYSTEM OT II'IGINEERED MEMBERS AND FASTTNTRS DESIGNED
T() RTSIST THE BASI I.OADS St] T()RTH BY ]Ht CRITERIA TISTED ABOVT. THT
HORIZONTAL STRUCTURAI. SYSIIM IS ENGINETRTD T() TRANSTER THEST I.()ADS
T() A PRESCRIPTIVE T()UNDATI()N BASTD ()N THE 2015 INTTRNATIONAI-
RtslDENTlAr. CoDt [RC). IHt PRESCRIPTIVI DESTGN AND C0NSTRUCT|0N 0t
IHT VTRIICAI- IRAMING MTMBTRS SHAI.L Bt CONSTRUCTTD IN ACC()RI)ANCT
wtTH THt RIQU|RIMENTS 0F THt C0NVENTI0NA|_ LtGHT tRAMt C0NSTRUCT|0N
MTTH()I)S ()T THE 2015 IRC.
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2002 Caton Way
SW 0tympia,
Washington 98502
Ph. (360) 9',I5-9142
0rafting@lexarhom
8S.C0m
@ 2017 Copyright
by lexar Homes tLC.
All rights reserved.
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GENERAL I'It]T[S:
PTEAST VTRIFY AtI. DIMENSIONS PRI()R TO C()NSTRUCTION. ANY MODITICAIIONS TO THt STRUCruRT MUST
BT RTVIEWTD AND APPROVED BY INGINIER OF RTCORD. ATL MTTH()DS, MAITRIATS, AND W()RKMANSHIP
sHALt_ BE tN ACC0RDANCE WITH THt |NT[RNAT!0NAT_ BU|TDING CoDr (tBC) 2015 rDtTloN.
DESIGN LOADS:
R00F L0AD: SN()W - 25. PSr, DEAD - 15 PSt
WIND SPttD: 130 MPH (ULT.) 100 MPH (ASD), EXP0SUR["B'
SEISMIC: DISIGN CAIIG0RY "0", SS. 1.336, S1= 0.541, lt=l.0, SlTt CLASS'D', R=6.5
S0lL BIARING: 1500 PSt UN0.
FR0ST DEPTH: MIN BIARING DTPTH SHALL Bt 12'UNO.
TOIJNDATIONS:
TO()TINGS SHALT BTAR ON UNDISTURBTD SO!1, C()MPACTTD TITL MAIIRIAI. ()R C()NTR()TI-ED Tt)W-
STRENGTH MATERIA| (CLSM) PER 20r5 tBC 1809.2.
Ct)NCRETE:
ALTC()NCRTTTMATTRIALSANDPTACEMTNTSHAI-I.BTPTRTHE2OlSIBCSTCTIONI9Ol. MINIMUMDIS]GN
STRTNGTH (T'G) SHALT BE 2,500 PSI, HI)WEVTR 3,OO() PSI C[]NCRT]T IS RTQUIRED T()R WTAIHTRING
PR()TTCTI()N WHTRT CONCRM IS ilP()SED T() THE WEATHTR PTR 2015 I8C. AIR TNTRAINMTNT SHALL BE
Solo +l-1olo AGGREGATT SlZt = 7/8' MAXIMUM.
RTINTORCING STEIt:
MINIMUM GRADT 40 UN(). I.AP AI-I. SPLICES A MINIMUM ()I32 BAR DIAMTIIRS OR 18" I.AP H()RIZONTAI.
STTEI- AT CORNTRS AND INTIRSICTI()NS IN F()()TINGS AND WALTS WITH CORNER BARS. MINIMUM
CI)NCRTTE C()VER Tt)R RTINT()RCING STETI- PTR ACI 3'I8:
. INTIRI0R FACES 0t STABS &/0R WA|_LS = 1-1/2'
' EXP()STD TO WTATHTR OR EARTH 1-1/2'F()R #5 AND SMALTTR AND2'TOR f6 ANI) I.ARGIR.
. tooTlNG BARS RrQUlRr 3'C0VIR.
ANCHOR BOLTS:
ALt ANCHoR B0LTS tMBtDDtD lN C()NCR[T[ 0R MAS0NRY SHA|_L Bt Bt A307 UN0. (1/2'X 1l)',)
POST-INSTAILED BOLTS INT() C()NCRETT NOT OTHERWIST SPTCITITD SHATI- BT SIMPSON TITEN HD 112"X8'
ANCH()RS. INSTAI.L IN ACCORDANCT WITH MANUFACTURERS SPECIIICATIONS, INCLUDING MINIMUM
EMBEDMTNT AND TDGT DISTANCT REQUIRTMENTS.
TPOXY.GR()UTTD ITTMS SPTCIFITD ON THT DRAWINGS SHALT BE GROUTID WITH SIMPSON SIT.XP IPOXY.
PRESERVATIVT IRTAIID W[]OD:
2015 IBC 2304,12, W()()D USTD AB()VT GR()UND SHALT Bt PRISSURI TRTATTD IN ACCORDANCE WITH
AWPA U'I T(}R IHT C()NDITI()NS I-ISTTD IN THT C()DE.
METAL CONNTCTI]RS:
AtI. MT]AI. C()NNTCT()RS COMING IN C(}NTACT WITH PJ. WO()D SHALT BT SIMPSON 'Z-MAX', TRIPLT ZINC
C()ATED, OR H()T DIPPED GALVANIZED Ft)R CORR()SI()N RTSISTANCT.
NAILS:
CONNECIION DESIGNS ART BASED ()N THT PUBTISHED RTQUIREMENTS IN TABTT 2304.10.1 OT THT 2015
IBC. ALTTRNATE FASTTNING SCHTDULES MAY Bt APPROVED IF PR()VIDED T() THT ENGINTER TOR RTVITW
PRIOR TO CONSTRUCTION.
PRETABRICATID ROOI TRUSSTS:
PRETABRICATEI) R()OT TRUSSTS T() BE DESIGNTD TABRICATED AND INSTAIIED PTR MANUTACruRER'S
DRAWINGS AND INSTAI.I.ATION INSTRUCTI()NS. PRT-TABRICATTD ITEMS T(} BT DTSIGNTI) BY A LICENSED
PROTTSSI()NAT INGINETR. IABRICATOR TO PROVIDT AI.L TRUSS T() TRUSS C()NNTCTI()N DETA![S. AtI-
TEMPORARY AND PERMANTNT BRACING RTQUIRTD T()R THE STABILITY t)T THE TRUSS ETEMTNTS UNDER
GRAVITY LOADS AND IN.PI-ANE WIND OR STISMIC I.()ADS SHALL BE DESIGNED BY THE TRUSS ENGINEER.
GLUED |_AM|NATED BTAMS (GLB):
GI-UED I.AMINATED WOOD BEAMS SHAII. BT GRADT DT24T.V4, TB=2,400 PSI, FV= 240 PSI UN().
rNGlNffREp LUMBTR [rVL - PSL):
LVL MATERIAI SHAII- HAVE THE F0LI0WING MINIMUM PR0PERTIIS: E=l.7t, FB=2,650PS1
PSL MATERIAL SHALT HAVI THt t0LL()WlNG MINIMUM PR0PIRTIES: E=2.0t, t8=3,100PS1
GENTRAL NOTTS:
[Ht F0Ltt)wrNG APPTY UNttSS DUA!LtD 0R SPECtfltD 0THtRWtSt 0N
THE PTANS.)
E}IGIilETR:
CARLIT BTRARD P.t.
606 C()MMERCIAL AVE SUITT D
ANAC()RTTS, WA 98221
(970) 389-9971
tt)Gt i,tAtUNG A80Vt
H0t"Dowils, TYP
H[)I.D()WN PTR PLAN T()
- (2)2X CoNT. BEMttN
PI.ATTS MINt/
CRIPPLT
TDGE NAITING
T- D0UBLI T()P PLATt
B()TT()M PI.AIT
t'lAtL['tG PtR sltll
SCHTDUI.T
- PT Sil.t PLATt
- coNI. #4
1,/rsl2018
AS RtQ',D, A SIMPS0N 516215 MAYBT
ustDtilt_ltu0tTHrRIQUIRIDLAP - -1
ANt) NAITING SHt)WN
,131" X3" E _.,.
SIDT, TYP
usr n2) .r31' x 3' 0R t8) .1 52', X
3-1 /2" EA SIDE 0r SPUCI.l-
c0ilcRut sItM
WAI.I- I)R Tt)t)IING
PTR PI.AN
- 48', MIN -
SPI-lct 0VtR/
sruD
STUDS PTR
Pl"At'l
WHERI ETAM BRTAKS THT Tt]P
- PI.ATT, USt STRAP SHI)WN AB()VT
r0R Pt_ATt sPt-lct.
ust B.u.sTUDs toR tutt BRtDGt wtTH /
sHtM AS RtQUtRtD. ATIACH W|TH.l3l'/
X 3' AT 1 2'()C STAGGTRTI), TYP
.I/8'
GAP RTC()MMTNDTD AT
AI.I. ENll AND TDGE.I()I},ITS
TYPICAT SH EARWALL EIEVATION
SCAII: N0 SGAII
SINTNGTH AXIS
PANTT CLIPS AS RTQ'D
- STAGGTR END J()INIS
APA RATTD SHTAIHING W/
8D @ 6'0C @ rDGrS ANI)
1z'OC IN TIttD, TYP UNt]
PTATE SPLICE AT BEAM
SCAI-[: N0 SCALE
5T62.15 UNt), CTNTER AT BTAM/PI.ATT
SPLICE, STRAP TR()M T()P ()I
INTTRFERENCE WITH IN]TRSTCTING WALL
coNL 00uBt t
Tt)P PI.ATT
MtN [4).131'X 3"
I EGEND:
LsL
BTAM PTR PLAN
MtN (2) 2X CR|PPLT
STUDS t)R PTR PI.AN
H()Tt)()WN
SHtARWAU.
DtTAil- CrrT /
RtFtRft{Ct
@ TYPTCAL R00F SHEATHTNG
SCALE: N() SCALE
@ TYPICAI BEA[,] T0 PLATE SPLICE
SCALE: NO SCALE
\\/
HTADTR PTR PLAN
fltLD
NAII-ING
TLO()R
SHTATHING
RIM J()IST
$
\l
v,o
ttVIA S
[Nt{f
t
t-,nt,r.lts
SHTAR WAI.I. SCHTDUI.T
APA RATTD
SHTAIHING
NAlr- srzt & sPAclNG @ tDGrs
srut) &
BI.()CKING SIZT
@ AD.totNtNG EDGTS
STUD SPTCIES &
GRADT
2)( B()IIOM PI.ATT
ATIACHMTNT (ASSUMING
CONT. SHTAIHING ()VTR
RtM/Pt_ATt)
2X E()TT()M PLATT
ATIACHMtr{T (W/
SHIATHtNG SPt-tCt)
SII t PIATI ATTACHMENT
0APACTTY (PrF)
SEISMIC / WIND
MASAP ()R I/2' ANCH()R
Bt)I.I SPACING
s[.r. PtATt stzt @
TOUNDATIONv
7/16',0S8 oNt Slt)t 1 13', X z', @ 6' 0.C.2X 0t-srut},r3r'x3' @ 8' 0.c.tTPs @ 24', 0.C.72',0.C.2X 165
7/16', osB oNt slDt 1 13',)( 2" @ 6" 0.C.2X DI-STUD ,13r")(3',@ 8',0.C.LIPS @ 24',0.C.48" 0.C.2X 200 I 250
l7l16', 0SB oNt StDt 113',X 2'@ 4',0.C.2X DT.SIUD ,131',X3',@ 8" 0.C.t-TPs @ 16',0.C.32" 0.C.2X 300 / 400
c 7/16', osB oNt stl]t r13',X 2',@ 3" 0.C.2X Dt-sru0 13r'X3',@ 8" 0.C.rTPs @ r2" 0.C.24',0.C.2X 390 / 490
cl 7/16',0S8 IACH StDt lt3'x 2'@ 3'0.c.2X DT-SIUD 131"X3',@ 8',0.C.tTPs @ 12" 0.C.24',0.C.2X 780 / r0s2
D 7/16',0S8 oNr SlDr 113" X 2',@ 2'.0.C.3X DI.STUD 131"X3',@ 8',0.C.LTPs @ 8',0.C.'r6'0.c.3X 510 / 715
SHTAR WALL N()TTS
viltElt u$ G at{cHoi 80LTs 3't3'1r29" ?Lalt vilsfltrs sHAtt 8t usfll. stt ?t-als foi aDDm0illt aTIlcH{fltTS tmun$.
I
1
=o
I
HE
B=E
= =.Ege,Aa=,aA
==. oo
== =x9 0oF oJl5 l- :oE- ct= =Lc'=;- O B(O
E6e cL =o)
ZadC\lBl\EF
=u+
oct)
o
o
E
-
2002 Caton Way
SW 0lympia,
Washington 98502
Ph. (360) 91s-9142
Drafting@lexarhom
es.c0m
@ 2017 Copyright
by Lexar Homes [[C.
All rights resened.
-
PRII{T DITT.
1t1512018
-
SHTTT,
s-001
EDGT IIAII.ING IO T()P PI.ATT
ANl) Bt)UNDARY MTMBIRS
A
A1
B
'r-t
L_l
PI.AN NOTTS
A. STRAPS AT CORI'IERS AND/OR TND WALI.S SHAI.L HAVT
.I'
CONCRTTI TOOI OISTANCE
TYP. U.N.t). AS RTQUIRTl)
B. Stt ALSt) 5/A-501 foR AD0m0NAt H0ID0WN 0tTAILS
C. SEE SW SCHTDUTT ON S-t}t}1 IOR AB SPACII'IG. TYP. RtTtR T() AIICHOR B()LT }{()T[S
0N s-001 roR stzt.
D. I-AYOUT A}IO INSTAtt I-Jt)ISN PtR MA[UTACruRTRS SPTCIIICAIIONS AND I.AYOUI
E. 6MM BI.AC( \lISQUTTI VAPOR BARRITR IN CRAWI. SPACT
t. 16x8 fOUNOAT|0N V[IIS AS REQUIRID IYP. UJ,l.0. PtACID EtTWttN J06n
EACH l/t[T PRoVIotS .52 SQ. FI. 0t VilnLAnoN
G. UST RJ SINAPS T()R RIM J()ISI ft)Ui{DAN()N
H. OARAGT SI.AB HIIGHTTBt} AT JOB SM. MUST AI-I-t)ttl Tt)R TR[)ST DTPTH
RIQUIRTMTNTS.
I. 4" Ct)NCRM SL{8 t)N C()MPACTTD GRAVTT TILL StOPt 2'T()WARDS ()PT}'IING
LTGTND VENTING CATCS
v)
l+l
=o
wo
CONCRM STEM WAI.T
3-r/2" P0r{Y WAr.I
PI.UMB DROP
\.llAt-r. ABovt
Vtt{TlN0 RtQUIRtD: 5.72 S0. FL
VEi{TING PR0VIDtD: 8.32 S0. tT,
NUlilBtR 0t VINTS, 16 -
2002 Caton Way
SW Olympia,
Washington 98502
Ph. (360) 915-9142
Drafting@lexarhom
es.c0m
@ 2017 Copyright
by Lexar Homes [[C.
All rights reserved.
-
PRINT I)AII.
u$tm18
-
sflt0.
s-101
FOOTNOTES
TLOOR J()ISTS SH(}WII T()R PRTLIMINARY
IAYOUT PURPOSTS ()},II.Y. USt MANUTACTURER
PR()VIDED I.AY()UI TOR C()NSTRUCTI[)N.
IT ()PflNG T()R FUI.I. HTIGHT CONCRM SITM WALLS RATHIR IHAN
sTtPPtD trv/ tRAMt0 cRlPPt t wALt s (0tTAlt 2/A-502), 0R tlJHtRt
REQUIREt) BY TIRRAIII, Ct)NCRM WALI.S MUST MTETTHT TOU,OWINO
RTQUIRTMTNTS fOR STISMIC ZONT 0,, 0,, & t),:
I{X.l.{2: Concrete foundation walls. ln buildings assigned to
Seismic Design Category Dr, 0r 0r Dl, as establhhed in Table R3012[1],
concrete Ioundation walls that support light-frame walh shall comph
with this section, and concrete loundation walls that support above-
grade concrete walls shall compb with ACI 318, ACI 332 or PCA 100
(see Section R404.1.3). ln addition to the horizontal reinforcsment
required by Table R404.12(1), plain concrete walls supporting light-
trame walls shall comph with the tollowing.
l.Wall heigfit shall not erceed 8 leet (2438 mm).
2Unbalanced backfill height shall not exceed 4 feet [12 19 mm).
&Minimum thickness I0r plain concrele foundation walh shall be 7.5
inches (191 mm) ercept that 6 inches (152 mm) is permitted where
the maximum wall height h 4 feet 6 inches (1372 mm). Foundati0n
walh less than 7.5 inches ('191 mm) in thickness, supporting m0re thn
4 leet fl219 mm) ot unbalanced backfill or exceeding 8 teet [2438
mm) in height shall be prot/ided with horizontal reinlorcement in
accordance with Table R404.1.2[], and vertical reinforcBmBnt in
accordance with lahle R404.1.2t2), R404.1.2(3), R404.1.2(4),
R404.1.2t5), R404.12[6), fl404.1.2(7] or R404.12(8). Where Tables
Rtl04.'1.2(2) through R404.1.2(8) permit phin concrete walls, not less
than No. 4 [No. 13) vertical ban at a spacing not exceeding 48 inches
(1219 mm) shall be provided.
L lr r monlG ilD touxD mI $zts il accotDrxm m ilrs n8- Rt03,r fl t
EiGIIIFUAnCHI|IEI HAS IHlflm IH6 nil mf ltlfml m$S $ilY AIn B
I0T RTSP0INIBU tof, monilB/r0ulDAn0l stzltE uilltss sPfDmcA[y x0rm
flunu$iE
2. Stt F0oIlltG ANl) sTtM wALt scHtDUt t foR AU. stzts AND RflNtoRctMtNTs
3. DRYER Tt) 8T VENTTD THROUGH NIARTSI TOUNDATIt)N VEI,IT
4. 18"X24', CRAWT- ACCTSS Pr.ACtD BEIWtflr Jotsn
5. C()NTINUOUS Tt)ONilG @ BUC(OIJI
6. TUNNACT BUCK()IIT
7.2X8 PT.ot0l( LEoGER - Stt DEIAil- 7/A-501
8.2X8 PT. f2 0.t. [MrN) 0ECr j0BTS @ 16', 0.C.
9.4X4 PJ. PoST
10.4)(8 PJ. f2 D.r. 0rN) BEAM
I1. 2)( IRAMTD P()I{Y WATI. ON ]t)P OT TYP CONC. SITM WALI- PER DTTAII- 2/4.502
12. APPROX. START I.OCATIt)I{ OT TOUNDATION SIIPS
13. HOI.D FOI)TING D[)WN FOR 48' P[)ST IMBTDMTNT PTR DI]AII I2IA-5I)I
HEB=B
- ect
= =.EEe,aa=,ra ai,J-
== =>< !J ele, l- oJlr l- :oE- EE =ua=;- O E(o
=6e cL
=
6)
I
=l!+
oCA
o
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@C\I
=
=
=
x
=E
=
&
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-
I
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rf
it
\- - -
__)
-
__.1
I _l
MAI,IUTACTURERS I.AY()IiI
t-lotsTs @ 't9r' 0.c. PtR
i'-ll 't/4'
- @t-
2l3 t'-11|4'
IuB
E=
EE
=E
=E-=
-=EL
=REE
bE
4=
EE
a=
CE
I
I
I
v
l
STTM WALL SCHEDULE
t_A8tL SIZt RflNTORCTMINT
S1 6',)( 34-36', r48', MAXI t.II #4 REBAR W/ 24'tAP SPTICES
TOOTING SCHEI)ULE
I.ABTL HTIGHT/WIDTH RTINTORCEMTNT
Fl 16',X 6', CoNTTNUoUS r00TtNG (1) #4 REBAR W/ 24" LAP SPUCTS
l2 12' X 5' C()NIINUOUS T()OTING fll fl REBAR W/ 24'LAP SPLICTS
F3 24' DIA. Xl2" FOt)TING nr#4 t.w.
F4 16" DtA. )( 12" F00TtNG N/A
b
5 160
$
o
1 lls
\le\
q
!t}lt{f
tFOUNDATION PLAN - LEXAR 1728Is-101
SCALE: 1/8 lN ='l FT
uls/2018
r
I
I
L
E
=
2r6-t /2' Pr. S{t ?UII- t[StDt tLUSlt W/ STIII
tratt fot v2' frIttDt 0rsn tr.
stt 0tTlt l2J oit t-501
PI.AN NOTES
I
i
=o
I
i
A MIN. Rt}Ot VTNNNG RTI)UIRTMFNIS
RIDGt VINTING (500/0) - S0rrlT VilTltlG [5090)
B. PRFFFRRTD R00t VtNTtNG RFqUtRtMtltTs
RrDGt VINTTNG (40i0) - Sofftr VENTTNG (60%)
C. TRUSSES IISTATLTO PTR MANUIACTURTR SPICITICATION AND I.AYOII
D, DO NOT INSTAII PIUMEI},IG IN TRUSS BAYS WITH ilHAUST TANS St)
IHtRt ts N0 tNTtRttRtilct wlTH tAN t)ucTw0nr(
T. STt 2/S-OO1 T()R TYP. R()()t SHTAIHING DITAITS.
r. IF NOT USING JACI( INUSSTS TROM lTR. T()R ()VERTRAMII{G ARtAS, RTTIR TO I{OftS
BrLow roR ovrR rRAMlilG c0NsTRUcnoN (2015 lRc stcl 802.3 & rAB[r 802.5.1[3)
RtoGt Billt Il,sI Bt s ltt HBGHI ts mtm Bao cw 0n unGn
- 2X6 tt2 D.t. RIDGI BIAM W/ 2)(4 RAIIIR (RAmR SPAN UP I0 6'-0)
- 2X8 f2 D.t. Rl0Gt EIAM W/ 2X6 RAmR (RAFIIR SPA}I UP I0 8',-1()',)
-2Xr0 f2 t).r. RrDGt BIAM W/ 2X8 RAmR [RAmR SPAN UPT0 11'-2)
nussts @ 24" 0.c.
PH MAilUTACIURTRS IIYOUI
--\
LTGEND R()()I SHEATHING SIZE RTQUIRTMENTS
5:12 5: 12
5=12
-
2002 Caton Way
SI,I 0lympia,
Washington 98502
= ()VTRTRAMING AREA IJP T() 40 LBS
7/1 6' 0S84
A/
=
f -l= vrutnomu
-. = MAIN t[00R R00t
X = Dtlt,vNsPtlur
TOOINOTES
IJP TO ]t) LBS
15/32" 0S8
Ph. (360) 915-9142
Drafting@lexarhom
es,c0m---1 uP T0 130 t3S
5/8',0SB @ 2017 Copyright
by Lexar Homes [[C.
All rights resened.
-
5 :12 'L E)(HAUST tAN toCATt0N - IIl Bt YOrrBl mWrnDS BtCt 0t llmt-
DImIIIBT tX RtrD - Stt r.r THRI)UGH 13 roR Ct r 0U StZr
1.1. CUT 0t I tOR VtNflNG: KITCHIN = 5' 0lA. H0Lt rOR H000 VINT
12. Ct t ()UI r()R VttlTlt'lG: BATHR00MS = 4' DlA. H0Lt
1.3. CUT OUT fOR VENTING : uTlLtTY R00M = 6' 0lA. H0Lt
2 . C()NTINUt}US RIDGT VTNTIilG .CIIT SHTAIHII{G EACI( I' AT RIDGT ON TACH SIDT.
StT PI.AN ilOTT A & B fOR VENTI},IG RTQUIRTT/IT},IR
3 .24'x30" ATI|C ACCTSS BEMttil TRUSSTS
4 . BATTOON IRAMI TO BOTIOM CHORD OI VAUTTTD GABLT TRUSS
5 . ATIACH BEAM TO TOP PI.ATT tlv/ 5T6224 PIR I)ITAII,4/S-OO1
6 . SINUCTURAI. GABtt END IRUSS Tt) PROVIDT I.OAD ETARING ()VTR WINI)()WS BTT()W
7 . S0UIR IUBI - orFsfi DUCT FoR tilItRt0R tt[S Pt ACtMt]{T (Stt A-101)
@
HECE! .O6) =e- sJ Ctt
= =-E-EEeta=
atA
= =. e':,
== =><u oc, l- o-r l-;o6- cE =ua
=;- o E(o
=eD cL =cn
@
l---ot-
I
-l
I
PROJECTED AREA - THIS IS THE AREA OF THE ROOF PLANE POLYLINE. INCLUDING FASCIAANO
SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EOUAL THE
ROOF SURFACE AREA UNLESS THE PITCH IS O.=r
o(ut
<'o
o
4
CE
SURFACE AREA -THIS IS THE AREA OF THE ROOF PLANE'S TOP SURFACE. WHICH COVERS THE
FASCIAAND SHADOW BOARDS WITH THE PITCH TAKEN INTO ACCOUNT.
OVERHANG AREA - THIS IS THE AREA OF THE ROOF PLANE'S OVERHANG, INCLUDING FASCIA AND
SHADOW BOARDS. AS SEEN IN FLOOR PLAN VIEW.I @GI
VAULTED AREA -THIS IS THE AREA OF THE CEILING PLANE POLYLINE, AS SEEN IN FLOOR PLAN
VIEW. IT DOES NOT EOUAL THE CEILING SURFACE AREA UNLESS THE PITCH IS O.
I
L IJ R()OT TRUSSES SH()WN T()R PRTI.IMINARY
LAY()UT PURP()SES ()NLY. UST MANUTACruRER
PR()VIDTD LAY()III Ft)R CONSTRUCTION.
A-106 ROOF PLAN - LEXAR 1728
PRINT OATL
1t15t2018
-
sHttT.
A-106
Rt)t)F AREA
PRt)JTCTED SURTACT ()VTRHANG VAUTTED
T()TALS:2693 S0. FI 2917 S0. FI 274 S0. rT 849 S0. tT
SCALE: 1/8 lN = 'l FT
an)'c
le\
I I l'!!l/It|l______J
I
--P
1(z\
Y
I
-+-
trillL1l
.AL\tv
I
Ij_r- +i-+P
FOOTNOTES
1 . STEM WAt-t S At{D t00ltNGS PtR SCHtDur.t 0},r toUNDATto}r SHttT {S-101)
I
3
=o
I
2 . H()RIZ()T{TAT I.AP SIDING
3 . PABCI) STY| t - ARCHITICIURAt CoMPoStTto[ R00nNG CI-ASS ',8" MtNtMUM Rt0UtRtD W/ 7/16' R00r SHUIHt]lG
4 . CONNNU()US RII)GT VilNNG
5 . DICK ltv/ nfl PLtNKll{G -Stt S-101 foR tRAMt[G
12
-
2002 Caton Vtlay
SW 0tympia,
Washington 98502
Ph. (360) 9',I5-9142
Drafting@lexarhom
es.c0mI
>ltt-l @ 2017 Copyright
by lexar Homes [[C.
All rights resened.
-
lelevmoN - FRoNT - LEXAR 1728
HEcEt -.o6) =o
==EBEEiaaa ar)
-4 =, c':,
=> F
=e Eetl- orlr l- :OE- cE =u?=;- o E(og6e cL =ct)
SCALE: 1/8 lN = 1 FT
\2
=r
4
oclt
o
o+G
a
=@lGrBl\gF
lelevmoN - BACK - LEXAR 1728
SCALE: 1/8 lN = 1 FT
PNNT []ATL
ln5/2018
-
sllttT.
A-201
i
dl
a
n
€-
(
I
i
=o
I
IOOTNOTES
1 . SltM WAUS AilD ro0TtNGS PtR SCHtDUtt 0N I0UNDAT|0N SHttT ts-l0r1
2 . HORIZ()NIAI I.AP SIIIING
3 . PABC0 STYU - ARCHITTCTURAT, C0MPoSlTl0ir R00RNG CT.ASS ',8' MtlllMUM RtoutRtD W/ 7/16' R00r SHIATH|NG
4 . Coilniluous RrDGE vtilflilG
5 . DtCl( Vl/ TRU PLANt(ilG - Stt S-l0l toR TRAMING
-
2002 Caton Way
SW 0lympia,
Washindon 98502
Ph. (360) 91 5-9 142
Drafting@lexarhom
8S,C0m
(D 2017 Copyright
by lexar Homes LlC.
All rights resened.
-
lrlrvmoN - RrcHT - LEXAR 1t2B
HE€-oo) =o
= =.Ege,aa=,aA
==. ec
== =ol- orlr l-;Oa- e, =,1)=;- e Eco
=6e cL =cn
SCALE: 1/8 lN = 1 FT
=r+
o
UA
o
=.o
4
CE
E
=@lc\l#l-
lrlevmoN - LEFT - LEXAR 1z2B '\*
$'
)
.
'- . -.i1
PNNT DATT.
1t15t2018
-
sHttT.
A-202
@
TnP nt wlt I
SCALE: 1/8 lN = 1 FT
E
(,
I
t00TN0Tts
1. Stem Walls and lootingr Per Schedule on toundation Sheet (S-101)
2.9-1/2" l- Jolsn ruR MAI|UIACTURtR SPtC',S/LAY0UI
3. PABC0 STYtt - ARCHffiCTRAI C0MPt)Sm0[ R0()FlilG C[-ASS '8' MltllMUM RtQUlRt0 w/ 7/16" R00t SHEATHING
4. nussts @24' 0.c. PtR MANUTA0TRER SPtC'S/tAYt}UI
5. VAUTED Cflr,tNG
6. ovtR-rRAMtilG PtR DtTAtL l l/A-501
I
3
=o
I
B lrBnpy{rruoowoEmtw SIZES ANO DIMENSIONS SHOWN
FOR FRAMING REFERENCE ONLY,
ORDER WINDOWS AFTER FRAMING
BASED ON ACTUAL FRAMED
OPENING DIMENSIONS.
SCALE: 1i4 lN = 1 FT
)12
-
2002 Caton Way
SW 0lympia,
Washingon 98502
Ph. (360) 915-e142
Drafting@lsxarhom
es.c0m
@ 2017 Copyright
by lexar Homes L[C.
All righh rEserved.
-
PflIt{T DAIL
u15t2018
-
sHttr.
A-301
HEcrt -.ed: =o- srct
= =.EEEOa=,aZ
==. ce
== =>< !J e,ol- o-r l-:oa- cE =ua=;- o E@E6e EL =Cn
4
=@i6r5l-EF
=r+Jo
an
-o
G
j
3
o
2
e
,lll
AA ]CnOSS SECTTON AA - LEXAR 1728
SCALE:3/16|N=1FT
1 -i_
t=l tl
dt
-l'-'l-i,-r!r.i_itl_rLr_iii_t,_tt_tt::!-
-r ii-l l-t it--i t i
lll-iil-ll-:l--i 1t-i ll-t il-l lllll-rli-i1i_tti-lli - lt-ll,_, l_-[=u-m+-iil tl
I
t_
_llt-i lt-! r-i ll_t t_--r l--t n-l'-t l:=l t-t t t--t l:t-t i-
l-
l-
I
1
7/l6" 0SB Sheathing
-2xBStuds@16"0.C.
-R-23.5 BIBS lnsulation
-2x7 Sill Plate
[/2" 0verhang) - -\\
[dse Nailins Per
SW Schedule
2x PT Sill w/ Anchor
Bolts per SW Schedule
FDN - Joist System
Scale: No Scale
- - 112" GWB Drywall
.l3 l x 3' at 8"oc Per SW Schedule
3/4" T&G SubFloor Glued & Nailed
Joist Per Plan
R-30 Batt lnsulation
#4 Vert Rebar w/ 90" Hook @
48" oc. Alternate Hooks
Stem ltlalh and Horizontal
Reinlorcements Per Schedule
on foundation Sheet (S-101)
[ootings and Horizontal
Reinforcements Per Schedule
on [oundation Sheet [S-101)
6 mil Black Polyethylene w/ l2' lap at Joinh
FDN - Garage (Attached)
2
7/16'0SB Sheathing -
2x6Studs@16'0.C. - -
2x Bottom Plate - -
[dge Nailing Per _ _
SW Schedule
2x PI Sill w/ Anchor
Bolh per SW Schedule
Stem Walls and Horizontal
-Reinlorcements Per Schedule
on foundation Sheet (S-.l01)
Scale: No Scale
Sheetrock And lnsulation N0T
Required on [xterior Garage Walls,
0nh Warm Walls Require Sheehock
and lnsulation. See Detail 3/A-501
x
l6d Nailine at 8"oc
Per SW Schedule
Filler on top of Sill Plate
4" Concrete Slab poured on Grade
#4 Vert Rebar w/ 90' Hook @
48" oc. Alternate Hooks
Footings and Horizontal
- Reintorcemcnts Per Schedule on
foundation Sheet (S-10.1)
Field Locate Top ol Slab
3
7/16' 0SB Sheathing
2x6Studs@16'0.C. -
R-23.5 BIBS lnsulation -
2x Bottom Plate
tdge Nailing PerSW \
Schedule (As Required)
-\4" Concrete Slab Poured on Grade
Field locate Top of Slab
tDN - Garage/House
Scale: No Scale
- - 112' GWB l)rywall
t- - -
JoistHanger
3/4" T&G Subfloor
0lued & l,lailed
2x PT Sill w/ Anchor
Bolts per SW Schedulo
Stem Walh and Horizontal
Reinforcements Per Schedule
on Foundation Sheet [S-101)
Joists Per Plan
- R-30 Batt lnsulation
#4 Vert Rebar w/ 90' Hook @
48'oc. Alternate Hooks
foolings and Horhontal
-
Reinforcsmenh Per Schedule on
foundation Sheet (S-101)
(2) 2x4 Studs on [dge _
under Top Plate UN[)
Single Top Plate -
Scale: No Scale
3/4" T&G Subtloor
Glued & l,lailed
2x6 PT Bottom Plate
J-Bolts @ 72"0c
Iootings and Horizontal
\- Reinforcements Per Schedule
on foundation Sheet (S-l0l)
-
g_l/2tr I Joist
2x4 Studs @ 192'0.C.
- - hE PTBottom Plate
.'Alternate 0ption - Use
double top plate with studs
at 16" 0.C. Joists not
aligned.
r-9-1 /2" I Joist
@ 19.2',0.C.
Align Studs with Joists
@ 192',0.C.
Joist Blocking [As Required] - -
Single Top Plate - -
(2) 2r4 Studs on tdge
under Top Plate UN0
[ootings and Horizontal
Reinlorcements Per Schedule
on foundation Sheet [S-101)x**Foundation is done prescriptively per the 2015 lRC.***Foundation is done prescriptively per the 2015 lRC..**toundation is done prescriptively per the 2015 lRC..
lnstall HDU2 to
min (2) (x posts
Scale: No Scale
H0U2 may be used in lieu of the ISIHDS / STHI)I0. Epoxy
threaded rod min 8" with Simpson Set-XP for Retro-[it
installations. Use 1-3/4' edge dhtance minimum.
** Use "RJ'version
where Rim Joists
are present'"
5 FDN - Holdown Connections
Cont.
Horizontal
Rebar
Simpson
Strong-Tie
STHD Corner
lnstallation
with (2)2x
Studs
Min Rebar
length - 30"
3-l/2" lrom
\ uouzE \srHor+bUse SSTBI6 CIP
Anchor with HDU2
tdge of FDN
STH[)I() &
I-STHD8 Similar
Scale: No Scale
Wall as flectrical Meter and Panel
#4 Rebar to ertend 12"
past top
tol
bottom plate.
L
6 Misc- Ufer Ground
2x7 Sill Plate
(1/2" 0verhang)
'Door 0penings are
allowed within the
20'-0" distance
betvveen [ertical rebar
lor Ufer Ground.
Iie ll4 rebar to rebar
on inside of footing
t-
-J
I
.-
- ?0,-r"
und;r__
Scale: No Scale
R-23.5 BIBS
lnsulation
- .131 x 3' at 8"oc Per SW Schedule
3/4" T&G Subtloor
Glued & Nailed
Joist Per Plan
TF Hanger w/ Vapor
Banier Against Concrete
Frame- Deck ledger
Vapor Banier and - -Siding Per Builder
flashing -- - -\
Decking -\
PlloistsPerPlan 1
[US28Zw/ltl0x1-112'_
SD Screws, TYP
Attach ledger to Conc w/ (2)
l/4"x4" Titen Screws @ 16"0c
- - footings and Horironlal
Reinforcements Per Schedule
on Foundation Sheet (S-101)
Scale: No Scale
APA Rated Sheathing w/ 8d @ 6" edge
and l2" field nailingTyp, Verily
8 Roof - Cantilevered Porch Cover
, tdge I'lailing intofl.- - Fascia fruss gtocilng, Tyf f
7/16" Rool Sheathing - See
Engineering for liailing Pattern
r Porch Couer Depth Per Plan
; * Standard 0verhang
r - 2x SubFascia
A35's from huss blocking to top plate --J
@ 24"0c [where truss blocking is
required)
7/16" 0SB - See tng
for Nailing Pattem
Contractor
R-49 BlowJnI lnsulation
H2.5A to Top Plate Typ fach
- Truss. 0pt: S0WC15600 or
Iimbert0K Screw
Thickness
lith
'lL
- Double 2r Top Plate
Vented Soffit
I Roof - Truss to Top Plate
lce Barrier - [xtend
24" ouer Living Space
r5-3/8-
Scale: No Scale
7/16' APA Rated Sheathing w/ 8d @
6" edge and 12' lield nailingTyp.
Verify with Contractor,
I
Cardboard Baffle leaving
1" Air Gap for Vsntilation
tt
- --l - --1
I
,ryt -t-
8d tdge Nailing -
I
VentedSoftit-- -
t
H2.5A to Top Plate lyp tach- Iruss. 0pt:SDWCl5600or
Timberl0( Screw
Pre Manulactured Trusses
@ 24" 0.C. See traming
Plan and MFG Drawings
2xB Studs @ 16'0.C.
I
L
[dge nail to 2x, attach
to framing with (2)
l6d @ 24" 0c min.
__J
Roof - Gable End10
Composition Shingles
w/ 1 5# Building Paper
8d tdge- -Nail
Sheath Gable End with
7/l6" Sheathing 6"oc -
Nailing at edges, TYP
Gable End Truss
8d [dge Nailing per
SW Schedule
Double 2r Top Plate - -
Siding Per Plan
Water-Resistive House
Wrap
7/16" Wall Sheathing - See
Ingineering for Nailing Pattern
0utlooken 48"0c Max
Scale: No Scale
Irusses @ 24" 0.C.
L 6d @ 16"0c
.l
\ r Simoson A35 Clios @ 24'ocT or 10d Toe-tlaiiing-@ o"oc
L
-R-l 8low{n lnsulationI
L-
- -
5/8" GWB on ceiling
or l/2" Ceiling Board
- -2x6 Studs @ 16'0.C.
1/2" GWB on
Walh
Shongback Gablewebs as
Required per lruss
Manufacturer's specs.
11
Roof - Overframing
- - 8d Edge Nailing @ 6"oc
entire length ol truss
435's @ 48"0c
Scale, No Scale
Cont. Sheathing
under overframing
8d tdge Nailing
L
Manufactured
Truss
Attach 2x6 tlat to
tach Truss w/ [2)
1 6d @ valleys
- - 8d tdge l{ailing @ 6'oc
entire lengh ol truss
tlat 2x Blocking w/
8d tdge Nailing
Manufactured Truss
Hanger per Truss MFG
12 Embedded Post
Scale: No Scale
PT Post Per Plan
Slab and tinish
Per 0wner
Backfill around Posts w/
Concrete or Compacted 5/8"
Minus asainst Native Soil. TYP
Concrete Footing Shall be
Poured Prior to Standing Posts
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-
2002 Caton Way
SW 0lympia,
Washington 98502
Ph. (360) 9',I5-9142
0rafting@lexarhom
8S.C0m
@ 20'17 Copyright
by Lexar Homes [[C.
All rights resened.
-
fNIII DAIL
r/15/2018
-
sIttT.
A-501
6GI
-)
I
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F
1
trame- Post and Beam Connections
Scale: No Scale
BC4 / BC46
/BC6 -1
ABU44 / ABU46 /
ABU66 / ABU88 r-Beam (Size specified on Plans)
Post (Size
specified
on Plans)
_ HUC48 / HUCQ4l0 / HUCQ412
HUC68 / HUC06I0 / HUCQ612
HUC48 use with 4x8 Beam
or 3{/2 x 7-112'GIB
HUCQ4'10 use with 4x10 Beam
ot3-1/2x9GLB
or 3-112x l0-l/2' GLB
HUCQ4I2 use with 4xl2 Beam
or 3 'l/2 x 12 Gl-B
HUC68 use with 6xB Beam
or 5-1/2'x 7Jl2" GLB
HUCQ6I0 use with 6xl0 Boam
or51/2x9GIB
or 5-l/2" x 10-1/2' GLB
HUCQSl2 use with 6xl2 Beam
or 5 l/2 x 12 GLB
*Contact General Contractor il size not lhled.
MEM*nto
Beam (Sire
specilied on
Plang
Beam (Size specified on Plang Post (Sire specified on Plans)
Post tooting [Size
specified on Plans)
BC4 lor use with 4x4 Post
BC46 tor use with 4x6 Post
BC6 lor use with 6xE Post
ABU46 for use with 4x6 Post
ABU66 for use with 6x6 Post
ABU88 for use with 8x8 Post
l$l hsf R2gc
MiN
Note: Provide Solid 2x6 B.U.
Studs at House Connectionfuttobnhnwtfun
2 Stepped [oundation Wall
SIUDS PTR PI,AN @ 15'
0.c. u.N.0.
Scale: No Scale
MSN] AIIACHID Tt) B.U.
STUDS
A}ICHOR SPACI}IG PtR SW
scHtl}. MAX 48', 0.C.SHTATHT AND NAII
7- - PtR WAU.AB0V[
u.t{.0.
cstS tA. sl[)t 0t PtATt
sPUCI, 48' t 0ilG
_ (rs) STHD Hol-D Dowr{
PtR PI.AI{
c0NT.f4 BAR WITHtll'12',0f -ToP 0t }tlAr"r-ANCHt)RS PtR SW
- - scHED., MIN (2) PtR
PITCT20' MIN. SPI.ICT TYP
Pr. sttt
PI,AIT
NRM UNDISTURBED SOII. OR
SIRUCIURAI, [ILI-
lF IRAMt0 cRlPPLt WAt-t- HCttDS {8' lt{
HTIGIIT Ot{ A BRACTD llIALI. I.INE, INNRI
TRAUID WAtt ARIA WII.I. Bt C()UNITD AS AN
ADDmoilAt ST0RY PtR 2015 IRC R602.r0.11.3.
tr THts coilDm0Ns iltsl, t00TtNG }vttt NtEo
It) BT DESIGNID ft)R MULII-STORY AS
RIQUtRt0 2015 tRC IABtt R403.r(1)
nN
t.5x
--
I
I
3 Misc - Water Heater Strapping
Scale: No Scale
1-
1/3
I+-
I
113
I+-
I
-
==
!!'a
E
g
@
1/3
I
4" Bollard to
Protect Appliances
-trom lmpact
)-f
1',-6',
LPlatlorm Must be anchored to wall - -
_ flexable Connection if
required
o@"[Alater Heater
4 Frame - Corner Framing
Scale' No Scale
- 1/2'GWB Per 2015
2x Nailer for Sheathing IRC Chanfer 7
I
- Strap Per Plan
Nailing Per Shearwall
- Schedule on
Ingineering Sheeh
-7l16" Sheathing
-
2x Nailer lor Sheathing
Shap Per Plan -
Nailing Per Shearwall Schedule _
on [ngineering Sheets
lnside Corner Ouhide Corner
5 Roof - Aligned Truss to Wall
Scale: No Scale
Edge Nail 7/16'
- Roof Sheathing lo
Truss Top Chord
Edge Nail 7/16"
- Roof Sheathing to
Truss Top Chord
tdge Nail kom Sheathing to
2x Nailer. Attach Nailer to
Truss w/ [2) 1 6d @ 24"0c
.- --435's @ 24"0c ,,- -435's@24"0c
7/16" 0SB at Shear
Walls Per Plan w/ GWB
7/16' 0SB at Shear
Walls Per Plan w/ GWB
Scale: tlo Scale
Single 2xE
Top Plate
2x6 Studs
@ 16" 0.c.
ZxE Bottom
Plate
:
=f
I
c T<t
tramed Wall Height to 42-1l4" High
I
txample ol 3-Sided lsland ** See Plan tor lYall Lengths -.
I Frame - floor To Floor Connection
Scale: No Scale
r .131" x 3" @ 8"oc - See SW
Schedule for ITP Connections as
[dse Nail to Bottom
Plate Per SW Sched \
required if sheathing spliced
_ .l3l'x 3" @ 6"oc Diaphragm
Edge Nailing, TYP
Field Nailing into
Rim Joist Per St/[
Sched
- 3/4' T&G Subfloor
148"x3"@l2"oc
lap Upper Floor
Sheathing 0ver Rim to
Splice at Upper 2x Tie
Plate of DBI Top Plate
7/16" 0S8 Sheathing
tloor System per Plan
I Deck ledger (2nd Floofl
Scale: No Scale
Vaoor Banier and
Siiing Per Builder
l/'16"0SBSheathinC- -
flashing -\
Decking- - \ \
r - -.148x3-1/2" @ l6"oc, Utl0
/-
-314'T&G
Plywood/ Glued & I'lailed
PT Joists Per Plan
Floor System
Per Plan.loist Hanger
DTI1Z or [Q. holdown [)evice
(min.750 lb capacity) @ min /
(4) locations evenly -J
Distributed along Deck w/ [1)
withing 24" of each end of
the ledger.
\ Attach Ledger to Rim w/ (2)
- u4' x 4-1/2" SDS or 3-5/8"
Ledgerlok @ 16"0c
-Not Used-
Scale: No Scale
f
I
3
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I
-
2002 Caton Way
SW Olympia,
Washington 98502
Ph. 1360) 915-9142
Drafting@lsxarhom
es.c0m
@ 2017 Copyright
by Lexar Homes ll0.
All righh reserYed.
-
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-
SHEIT.
A-502
t,
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PI.AN NOTES
A. Ar-t t(]TcHtN ouTt-tTs T0 Bt 0N GFt ctRcutTs
B.0utm PLActD PER 2015 CoDt 8Y uCtNStD t[tCTRrCrA]l
C. BATHR[)()M ()UTTTIS TO BT GICI
D. SM()I(I DMCTORS SHALI" BT I'IOV. HARD WIRTD WtTH BATTTRY BACI(UP ANl) SHATI- BE INITRCON},ITCTTD.
t}ltiNtR SHAU, Bt RtSP0NSIEt t t0[ sM0(t 0tTtcl()Rs lt A M0NtIoRED HRt sYsTtM ls Rt(lulRtD.
t.75% 0I At-L PtRMANtNTtY lilSTAtttD TAMPS lil UGHTING FffruR$ SHAl,t Bt HIGH tfflCltNCY IIMPS t2015
yllstc sEcnoil R404.1)
3
=o
I
LIGTND
stt tttcrRtcAr scHIDULr
t0oTNoTts
1.0tAl(0 |-IGHIING
2. Pfi0vtt)t (2) USB 0UII"EB tN MASTTR BIDR00M - flfl.D L0CATT
3. PRoVll}r (1) US8 0lrnrl lN rAcH B[DR0()M - fltLt) tocAn
4. PR()VII)E VACUUM OIJIIIT. IIEID I.OCATT
5. (4) rV/PH0ilt DRoPS - RILD II)CAII PtR CUST0MIR
6. S0|-AR IUB[ ttr{S L0CAI|0N ISEE A-10r & A-106)-
2002 Caton Way
SW 0bmpia,
Washington 98502
\
\
\
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I
I
I
Ph. t360) 9r5-9142
Drafting@lexarhom
esj0m
@ 2017 Copyright
by lexar Homes [[C.
All rights reserved.
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E-101 ELECTRICAL PLAN - LEXAR 1728
PRIIII DAIL
t/15/2018
-
SHTtT,
E-101
-E
--\\
T
cilt c0NT)
80 crx
I
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80CIil
(30crM
c0{D
I
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T
100 ctM
J
,)
_l
FI TCTRICA1 SCHTDUTT
6 220U
o PTNDANT LIGHT
BARE BULB
c0 DutcT0R
o 220 POWTR IOR HTAT PUMP
6 DUPLIX
u,DUPttX (tt IATHtRPR00F)
e ilHAUST IAN
$.[()UR WAY
$.THRTT WAY
o CAN I.IGHT
n P()RCH I.ANTTRN
$SINGLT P()Lt
SD SMt)KI DTTTCTI)R
Q.",GFCI
c IRADITI()NAL FLUSH I)OMt
5 TXHAUST (WALI. Mt)UNTID)
tr TEI.TPH()NT JACl(
TTTEVISION JACK
EXHAUST/LIGHT C()MB()
n WALI. MOUNT I.IGHT
DUPLTX, ftt)()R MOUNTTDIUSB JACK
SCALE: 1/8 lN = 1 FT
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