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Geotechnlcal Wood
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Wood1. A[ MAHIALS, WOiXUNSH|P, DES|GN, &O CONSmUfiON sHALL CONfORM TO THEOUUN6' sPECIEATIONs. ANOTHE 2OIS IWRNANOML EUILOIM CODE,2. DESIGNTOADCRftRN
1. TUNDAT|ON NO,ES: ALLOWABL! 5Ot! PE5SURE eO IAIEUL mB PRESSURi AnEAssuMED
^ND
THEREToRE MUst BE vERtnEo sy A QUALIEEo solLs entnrre oeAppRovEo By niE BUto,NG orHcAL. tr sor6 sE rcuro ro se ors:n rsefr Aiiuia€d,NONfl TBENNUqUMTTNGIN€'RFORPO55IBLErcUNDAllONREOESIGN.
!. q qllc ruMgER 5HALL BE K|LN DilED OR MC{9, ANO GRAOEO
^No M{XED tNcoaFoRMANcE wrH wc.!.g. srANoARt cmDrNG RUr:s rcn msr coer tuusei'iio.ri.ruRNFH TO THE ,oLLOWNG M|N|MUM SIANDAROST
Jotsts (2x&3r MEMBERS) HE[rnn No.2
FLOOf, LIVE LOAO (iESIDENT}
FOOTINGS sHALI 8UR ON
'IRMI
UNOI'UR8EO 4Rff AT LUsT Ig'8ETOW
^UACENInNBHED GMDE, uNLEss orHERusE NorcD rconNcs srerr ee c:lienptied;coLuMNS 0R wArlslSoE.
BACX€II
'EAIND
ALT iII{NIN6 WAI6 WIN NEE DMININ€, GR^NUUR FILL ANDPROVDE rcR SUSSURMCE DNdNAGE.
&towru[ sot! PR$SUSE l5o0 PsFUIEnAARTH?RBSUnEG€iUNEO/UNAEmNED) 55pCF/3ipCF
COEFICIEM OF MIMON
tFAmR OFSAmOT t.S |NCLUoED) 03
Concrete
coNcf,ETEPROIEO|ON(COWR)rcR REINERC|NGStEEtSHALI&tr tuLLOWS:
FOOXNGSANDOTHER UNrcRMED SU8'ACES W
AGAINSTANDPERMANEMYEXPOSEOTOARIH?.'
rcRM!0 $RFACES qPOSEOTO ilnil
li/:'
suEsaNow[15{tNr, F CE)
Anchoraoe
A. N JLSIZESSPECFEDONDMY/ING5AREBASEDONTffi TTLOWINGSPEOFqTIONS:slZE LENGTH DrftrfiEc
ad 2-1t2' o.tir'
tod 3" O.r4r
16d 8OX
'112"
o.t!s.
IF CONMOOR PROPO5TS THE USE OF ATERNAIE NAILS, THEY SHIL SU8MII NALsPE(noioNSTo ff ESIRUmML tNGrNEEnpRtOfl TO COlmuooll rcn eueri
NAILS . PLWOOO ruA STSO SAEATHINO FASENERS TO RUING SHALL 8I ORNENftusH To FACE OFSHEAntilG Wm No coumnstNxlNG pEnMtmD.
(NCLdNO URGTR)muGN FIR-Uicx No, I
MlNlMUil NEVAIUE, B.l35O PSt
{4XMEMBtssl
(6XND UrGEn'
5H{L 6MDE C-q
00c P5 r.
GIUE ORI SIRANO
SNUOUUL f, ffiERIOR
BOSD OF EQUNATEM
LITU OFPTMOOD,U5EDIN
A ROOFSHTAfrtNG SHALT aE l/1. (NoMtMLtytlts spAN MT|N6 32n6.
8. FIOOASHAfiINcSHAIL gE?4"lNOinNAL)WITHSpAN UTING4S/24.
C. WALLSHEATHING sH&L 8E 1/2'(NOMINAIIWIIH 5PAN MIING 2'0.
o. nEF[tTOrcOo mAMNC NOTIS IELOW rcRfrptqLNNUNG REQUtREltgm.
AND BrusI
URfrqUA(E
NAIEE PNOGDURE:
ultmt srElt:
36E tHSR (AIOWAErE)
9E Cn|TrRh
40 PSF
P1.25 ?St
k1.o GcP1.0.18, l10 MPH
OLIIMAE), MOSURE?',
ET.l.00
EQUIVALENIUTEML
rcRCE PNOCEOURE
v!9,49(lPS
StrE CUSS.D, 5i.1313, 5ds,0.875.
sl"0.54, SOt=0.9, ca.o.r35
SX 0,1.r1.0, R=6.5
5EE PUNS FOR AOqIbNA LOAONG CRIIERIA
3, SRUCUUI DRAWINGS S&T BE I'SEOIN CON]UNOION WITII ARCHITECUru DMWINGsFR BtoDtNG
^No coNsRUq|oN, coNnAqol sHALr vERttr uuirloti eiltcoNDrfloNs FoR coMplTra,uil AND SHALL Nonry encxmo or uy orsiniputiii
PRIORTO CONSTRUqION.
4, (OI{IilCOR SALT VERIry AU EXIsTING OIMENSIONS, MEMSER SIZES ANO
'ONNIT^N<pRtoR To coMMENctNG ANywonK. lrL outrsrots orarsrnc conirnumtriliii-,ivri
ON THE OUWINGS ME NTENDEDN GUIDC(INES ONLYAND [1USI gEV'AIEEO
5, COMUCOR sH{L PNOVOETEMPOUNY 8N^CING rcRTHE
'RUOURE
ANO 5RUMIE^IcoMpoNENTs uNtrL ALL aMr coNNECroNs a^vE BEtN couprero n Kb-,iilrjlEWIIHTHE IWS.
6, COMUCTOR SMLL SE RESPONSIELI FOA ALL $Ffr PR'AUTONS AND THE MEIHODSficllreuEs, sEeuENcEs oR pRocEouREi nEeutREo ro FERTRu rHE conrviiioniwoRK TflE smufruru SNGINEER H6 No ownA[surrrusonv runonn 6i aii,uiiiANo/on DIREC REsFoNstS[fr Fon THE spEtBc worulc cotomorus ri iHi c1liaND/on rcR AW H&anDs REsUITING moM rHE Aqprs or gy ruor coumeaiiir.frE rrnucruML ENcINEES H6 No Duil To rNspEcr, supERvEE non, ioiild. iiiREpoRT ANy HaLil oR s^Ffl DEHctENctEs ro rHr owlen. <otrucr6rs, o-e oixiiENMES OR PERSONS ATISE PRO'ECIsIIE,7. CONISfrOR{NI1ATEDCHANGESSHALL 8E SUEMMD N WRI]ING TO THENCHITEOANDsnucrurAl ENGTNEER rcR AppRovAL pRlon To ruRtqfloN on corqnuooir-,
cHANGES sxowN oN gHop DuwtNcs oNLy wtLL Nor qnsry lxts nequtniiiriti. - - - "
8. DMWINGS INDIilTE GENEMI AND TYPIqL OflATS OF CON5NUOON, WAENEcoNDmoNsARENorsFEctRqLLytNotc rEoBUT^Rrorsruunctmodro wiiviisHowN, stMtuR oflALs oF coNsrRUqDN sHAtL BE usEo, suSlEq ro nivrm riroAPPROVAL iY THEARCHITEONOTHE STRUCUilL SNGINEER,
(iX MEMAEFS)MU6K ER.URCH NO.2
BUM5I
PoSTSi
CONBTIOR SHATT su8Mtr WATL EIilATION MWINGs OF AT IilN 1/8':1IO,sCALENsolNG toqnoNs oF coNNrdroN EMaEDMENTs mo weu qp:Ntxci rbi r6ii;iipiloR To coNsrRUcTloN. coNRAcToR sHALL cooRuure un nsrrcnteisirui siiiipOMWNGS.
APPSOVEO Sfls OF ALL SHOP OiAWINGS SAALI SO gE SUSMIMD IO BE EUITDINGDEPATMINT,
SHALL EE SU8MItr€O TO THE ARCHIIEOAND
FASRICAIION OF TXE5E NEM5,
ALT WALLS SHA(L HAVE A sIN6tE BOIOM PUTE ANDA OOUSTE TOP PUTE, ENO NAItoP PurE To FACA sTU! tvllH VO 15d NAtrS ANO toelM On gro rutr giu sruoro EonoM puE wH M0 16d NA|E. FACE MtL OOUELE rop purE wlfr 16d o 12.o.c. No up MTNTMUM 4 {. AT JorlTs &D pnouoE Etcrr reo lrui o r" oi iecuslDEtorM.
At! sruo WALLS SHATL lAVt BgF totrEi wooo puTEs AIACHED TO WOOOfRNN,G. EELOW WTB RO ROE Of 16d NAIE @ 12' ON.CENER, OR ATACHED TOcoNcRET! BaowmH s/8. olAMfiER ANcaoR goLE o lro, oxittrrq ruCeDotD7. MTNTMUM. uNLEs5 rNDI(AED orffERwrsE, r\orqDur lrgug*s or autrr.uiibssH[-L 8E Mruo To scH oBER wrra ruo Rows or ra orr or.ceuen. uriisiOTfrERWIST NOTEO, GYPSUM WAUBOMO SULL BE FA$ENEO rO rrr NTENrcN
SURFAC,E oF [t flDs So pUE5 WtrH No. 6 x !.tit, Wct s on w sciryigi;oN.cEMER. UNLEs tNotctrE0 orHERW6E. vz- llouurl ele urroiieanint
{spANMflNq zrl0) sHAt gE NAIED ro ALL stnrcn sunracs wm ga reirs o s:oN<ENTER AT pAN€! EocEs ANo Top ANo Bonou purrs (grocx uN-supt6nfu'D
EDGRJ N0 To [L INTERMEDnTE sruDs ANo BLocKNG iynr sa las o rON<{MER ALLOWl/8'sPACING AIALL PANCL EreES ANO PANEL ENDS,(. M91!-O lOOl ruM'NCrPAOUDE DOUBLEIOTSTS UilOER {L PAnALTEL pARnIlONs
TH IIIGND ovti MoRE TIAN HAtr rHEJotaT LENGts ruo moulo ru optlirucirN Eoons oR RooE uNtEss offERwtsE NorED. pnouoi sorto grocxtlc ar ruig-EAnNG potNrs. ToEMrlorsrs ro suppgRTs MH Mo roa Netrs. rnrcf lvaeiJolsE TO RUSB HAOERS OR SENS Wm STMFSON METAL tOtST HANGEE iNAccorDNCE wtrH NorEs ABovE. N tL ALL MuLTt.lolsr auus rciceHgr wtii laoROWS 16d@ 12. ON<€NrEi.
uNuss-oroRwtsE NOTED ON nE pUNs, PLTOOD ROOF AND FLOOR SHEATHING5HALL BE HD UP wm cN ptRpENDlcuuR tO suppoRE no teitro ir oiOSCEMER WIff 8d NATS TO MMEO PA{ET ErcES. sTIUIs ANO OVER 9TUD WAL6As sHowN oN pNs ND o 12'oN{ENrEf, To rNrErutmrr supponrs. provoi
AppRlvED pLwooo Emt cLtps cEMEREo gErutEN jogrsanussts er urarocrionoo; SHaTHING €NEl ALL Root sHurHtNc aD6is sserr nave epaovioiac
lolms oR sHALI BE suppoRTED wTa soLto BlocklNc. trow rra. seaorc ar rLieANEL EmEs &o END, oF trooR AND RooF sHE BtN6. rogle[ srocirH; 16
SUPPORtr WITH I 6d @ 1 2'ON.CENER UNUSS OTHERWS€ NOIED.
1, C!.NCXETE SffAL BE MIEO. PNOPqNf,ONEq COWEEO ANO PU(EO IN ACCOSOANCE IYrHrrc sEfrroN ,90s, 1908 AND Ao 301, hcLuDING TErrtroc proctouees. corcnmigll'LArANt?8-ilySTRENGB OFf..3,000 pstANoMxsrur comlN lor ursiiiirl s_ri!sAc6 oF CEMENT pER cugrc yAno N0 sHALL BE pRoponnorro ro pnooutfi iLutiioF 5' On IESS, {SInUOUUL DESIGN OF FOUNOATTON tS EASEO ON A r,.!2 loo pfl lrn h.
1705J.:,3,5pEChLtNSptcTloNt5NoTREQUtREO.)
2. THE MIN1MUM AMOUNTs OF CEMTNT MAY BE CHANGED IFA CONCNflE PERrcRMME MIXqslqyrn€o ro rHE sRuquul ENGTNEER AND nr eutroiNc oEiaiiili]ii6iiAppRo-va-ilo wEaxs pFroR To pu(NG Au coNcetr, rxe penronurtce ux siaiitl-qr.y_DJ -ltlE &ouus oF cruENr, nNE AND co^ps€ ecceior:. wiriq-
^N;rovxrunB As wELt 6 nE ryArER (EMENT uTp, sLUMp, colcnire vteio eno:lB{fMalfic SRENGTH o fa N
^ccoRuNcE
wm tBC reo5.6. nl tisi oi ipEBTRMAN(E Mx nrquriEs sAlct puNT rNspEcnor. ne cor or wnlir'sieLL BEpA_o, sy rH€ GENEUT coNruooR. Rff& oF MN susumas ay rre ENcNrffi oiRECoiD lNotc rls oNLy rMT tNrcRMAnoN pncsrmEo coNrcRMs cEreuLiv io rirCONTKT DOCUMENTS, CONTMCTOR OR SUPPLER MEINTIIXS rurr NISPOXSI8W rcRSP€CIflE O iERFORM NCE,3, AU CONCRTIE WTH SURFACES EXPOSED TO WABER OR S NOING WATES 5HALL gE
{i.rNlnN}lED WITH AN AIR.EMM|MNG AGEM CONTOnUNC rO SrM CEO, CtSa. ND
!9j&-i!T r An coNrEM rcR mosr,REstsr^NT coNcREE surr ee rri Aicoid^iiiWM TAIL€ACI 316 IASLE4.?.1 MODESTE qPO5URE.
4, REINruRCNG'EEL sHA!T CONfONM TO AfM A615 (INCTUOING SUPPIEMENT St), GMDE60,tr60,m0 psl. Ex(EpnoNs:ANy BAR5 SpEctHqtty so lortoon rgt OnawtNdi igali
8E GilOE 40, t!40,@0 !9, WETDEO WRE FSRtc sHAr coNrOnu ro Sru a-tS5. siirAiRENrcRCEMENT SHALL BE pUtN WRE CONTRM|NG TO aSIU eotS, CUO: eO, 0TOO,OOOPsl.5. ffiAILING OF REINrcRCING STEIL (INCIVOTNG HOO(s AND EENDSI SHALL BF INAacorcNCE wtrH Ao 315+9 ND 318{s. up ALt REtNFoicEMt[s ix acconoencswm'frt tErNrcRoNG splrcgND oryEtopMENT [txm rxrourr." pnovni conlimBArs AT AILTALL AND rconNG tNTERsEotoNs. up eolecsm uira oi wiiDm win!
FASRIC A MINhIUM OF8"AT SIOES ANO EN05.
NO BANS PAMAIY EMBEODED IN HARDENID CON(RflE 5HA!L BE FIELD 8ENT UNLGSSSPECIPICALIY SO OEI IED OR APPROVTO EY TH€ MU@SI ENGINEER-
sru05, PUE5 &MEC mNtN6: DoUG$FR.URCH oR HEM-FIR NO.:2. GTUTO UMINAfIO MEMEER5 SHALT 8I FSRIqIEO IN CONrcRMANCE WITH ASTM ANOAm sr NomDs EACH MEMBER sH I Bm AN A.t.T.c. totNrtrtcanot unx rrui sxm
BE ACCOMPANIEO BY N AI,IC, (ERTIECAI OE CONrcRMANCE, ATL sI/PLE SPAN 8EAIIS
sHALt 8E OoUGN RR cOMatNAtloN :{Fv.. ft,2,{@ pst, Fy.265 psl. Att qNnTGvEREO
8€A[!5 SALL 8E mUGG HR COM8NAnON:4FVg, ft-:.OO pst, to.26i psi qMBeRALtgMple spAN GtuuMEuMsro 3.@o,ilqut uNtEissrowH oirrmse ofuniiuiri.!. PRETA0nKATEO ptWOOD w€8
'OtsT
OES|GN SHOWN ON pNS /5 Us€O ON lotnsMANUF cruf,Eo w rHE Tnusrotsr conpounoN. rLfeun prwooo wrn'rrirqr
MNUFASURERS MAy BE usED suljEcrTo irytryANoppno,llt ev neencrnrcimio5IRUC-UML ENGINEER. ALT'RNATE JOIST HANGERS &D OftEI HAMEE IIAY BEsuSsnTUTED ER trEMs sHow\ pRovto;o Hfl HAvt lca.o, arrnovru rcniquli on!!i{!! !9fD apAcmEs.
^rL Jorsr HANGERs elo onm rmo*ui iiiri siCOMPAIIBTE IN SIZEWtrH PLryOODWEEJOIST PROHOED,4, PRETA'RIATED CONNECOR PUTE WOOO ROOF TRUSSES SHALT BE OESICN'O OY IHEuNlBcruRER IN AccoRDANcE wm rae ,NAnoN{ otslcu mroruio iix uriipurf{oxNEoEo wooo rRuss coNsrRucnoN. msyu t. ey ne irus! iuieNsflTm rcR ftE SpANSAND coNorrcNs sHowN orurte purs. roeoiucliruL'si;i
TOPCSOROWE LOAD 25 PsF
TOP flORD DEAO LOAO IO PsF
EOrOM CHORO OUo LOAo 5 P5F
TOTAL IOAD 40 PSF
wNo uPu[(roP caoRD) 5 PsF
SOnOM CHORO LIVE IOAD 10 rsF
(BOrOt CHOROWEIOAOmESNOTACICONCUiENTLYWrHnEROOFLMLO^O)
WOOD NUSsES SHALL UNTIZE PPROVED CONNIOOR PUTES IGNGNAIT OA EOUAtt.suBmr sHop DMlvtNGs ND DrsrcN qlcuuloNsro rrn encrireamiisinirdJiei
ENGTNSEn rcr nEurw pRloR To FMRrc^TloN. susMmso ooc0uims si^ti Bi sidN-E6No srAMpEo By A smucunAL ENGINSEE n:GrsnsEo tru ne swior wsuxilor.pRovtoE bR sHApEs, BEARTNc polNTs. tNTEf,s€otors xtps vlr*i. irc, srdwli -dli
rHE DMwlNGs. BE E\Ac coMpostnoN oF spECnL Hp, varrev, rlo ltirrrctols# (usE oF GTRoER TtussEs, JAcK nusEs, srrp.oowr rnuslrs, ircli yeii'ii
HERMTNEo By THE MNUF^CruRGR uuss siroflqrui noriiiio or ixl p'iift.pflouDE Ar! TRUss ro rRuss AND TRUss ro crRDEr rnuss corrgctou osAts A:fioREoutREo (oNN€moN MrERt^u. pRouoE bR
^rL
rEMpoinvmo piiiinirifiriuii
BUCING AND BRIOGING.
MUGUS flR.WCH NO.]
MINIMUM gS€VAIU!. k.13so Psl
@UG6 flR*CH rc, 1
8. ATT BOLTS IN WOOO MEMSERS SHALT CONrcRM TO ASIM A!07, ?ROVIOE WASHIB
UNDER nE Hsos &D Nufi oF At! Bolrs
^ND
uc aorrs g:eniNc oN wooo.NmLuTloN oF uc BoLT5 sHAtL (oNrcRM lo tne Nrrtoler osltcil
srEctHCATIoN rcR wooD coNsrRuoroN{2oos EDtiou wnr I Lao iori xoiioitr To 70 pE[cENr oF THE sHANx D|&ETCR. LaD toLEs ARE rot nequnro rci3/3'ND SMALtEt UG SCREWi
IO. WOOO FSMING NOT's.BC FOILOWING APPLY UNLESS OTHERWISE SHOWN ON NEPUNsr
A. AL! WOOD RAINNG D'TALS NOT SHOWN OBERWISE SHATT iE CON,RUOIO TO frEM|NIMUM $NoARDs oF rHE tNEiNATtoN L BulLotNG cooE. urnruuu rrlriic
UNLES oTHERwSE Norto, gAtt coNrcnM To r8te xol.g.t. coororu* ul sr
ANO LOCANON OFAL! OPEfl INGS WM MECMNIqL NO ARCHITECUEAL DMWINGS.
8. WALI MMING: f,EEfl AICHIEmMI MWtNGs bn iHE S|ZE OF AtL WALU, ALwos SHALL 8E SPACED AT 16" O.C. UNO. UO flDS MNTUUU Srlr eE ptOvlolo
AT NE ENO OF AtL WAL6 AO AT SCH $OE OF AL! OPTNINGs, ANO AT BilM ORHEAoER BE^RING toclltoNs. ruo 2* HaDEfls sru se pnovoeo oiti [ioIENINGS NOT OIHIW|SE NOTEO, SOUD glOCXtNc rcn WOOO COTUVIS Sr u AiPtovtDEO THnOUGH ROO6 TO SUPpORTS BEtOW. pROVttr COUIIUOUi pm
8LOC(iNG AI MIDHEIGHTOFALT STUDWAITS OVEq 1O'.0'IN H€IGHI,
10, SHOP 0RAWNC RrytEW; D|MEilSIONS AND eUNtnES mE NOT REUryEO By nEENGTNEEi oF iEcono nEnErcnE MUf, gE vEilHro ev mr corrneqoa. coGuo6R
1.1^!L nrytEw AND ff^Mp DswtNGs pRpR rc Rwre sv rrciniEi iir'iii6iscoNTucoR SHALL REvtEw DRAwtNGS rcR coNroRumcr wm ur urrr< ui"aoiEqilreuEs, sEeugNc[s No opERATroNs or cousrnucrpru,-efi lLf-iLi-re-#pREaUIoNs ANo pRocuMs INCIDENi^L THERfro. sutnmerj su{r iutuoi iREPRODUCIgLE ANO ONE COPY; REPRODUdBLE WILL gE YENXCO rNO TETUiIEO WrH'.iNo wEEKs oF REcEtpr wtrH A NorATtoN tr{orclTrNc rxer rtr suriurnil-rx iriijrcuND ro BE rN GENEI{ coNrcRMNcE wtrH BE oEsrGN oF THE aurioiet.-nisu8MtftD rEMs sH rL Nor BE tNtT^rLED uMtL THry HAVE geel eipiovhi ai iiisu[qN6 0tf,ctAL
SHOP ORAWING $BMITA6 PSOCEsSEO 8Y THE ENGINEES ARE NOI CHAN6E ORDERS, TAEpunposE oF sHop oMwNG $BMmALs By rar (onrucroR s rb oruoniiieii io-n: ENGIN€:R THAT uE coNluoon uNocRnam rge mgc[ contrpi, oiNgcATtNc wHlcH MAERTAL E INTENDEo To BE ruBNsHED ero rNsrauo eib iiDfrA(NG rHE TNTENDEo rABRrc IoN &D rNs LurrcN uriooi. ri oviilol-iorscREpaN-c-trs. oR coNruos BryEEN saop ouwttc sueutnars euo rne couneciDocuM€NB ARE orscowRE0 HTHER pRrol To oRAfien srop ouwrxc geMmeisMr
l!g!!1sED py rHE ENGINEER. ilE oEstGN omwNcs rlo scroaqloirs iierLCONTROL ANO SHAIL 8E rcLLOWEO,
PLUS 1/8',OR 3/n.7, CONCfiEft WATL REINrcRCING.PROVIOE]HE OTLOUNG UNLESS DffAILTDOTHERWISEI
5"W 16 a4@16HORE. {4@tSVERnqL 1 CUiTA|NS"WALIS a49 t2 HORIZ. 14 O 18 VERnqL I CUiTAINB, CSISPUCE CONCRETE: lEE NCHTTECUMT DUUNGS &R mCI LOCAnONS ANODrMENsloNsoF&oRANowrilmwop€NrNGsNAu concrne uris, i* riiiiuideiouuNcs 6R srzEANo LoqnoN oF MtscELBNEous urcrartqr op:rircimriiirtilcoNcR[Tlt[Ls. sEE MCHtrtdUR[ OFAWNGs rca tL CIOOVcS, lOrCXes. crlurtei,gr,uRE srRtps, coLor, TEnuRE, AND orHER f,NrsB mls errL spolioioiicl-eii
SURTACE' BOfl O5TNN.PUC€ AND PR:CN.
9. NON,SHRINKGROUT SHALT BE PRNISHEO BYANAPPROVEOMANUFACUflER ANDSHALL 8EMIED ANo ?ucEo tN srRtq AccoRoANCE wtrH ffE M&uFAouRErs iLrgiEiaRKoMMfND^ToNs. cRour TRENGn sHAtr BE AT Lasr eou* ro rrr uariiill orwHtcH tTIs puclo(3000 pst M|N|MUM),
6. LL WOOD IN OIREfr CONTAC WTH CONCRfrE OR MNONiY SEALL gE PRTSSURE.TiEAED
IrII^41!-ry1!ovE0 pRESERv^TrvE oR (2) uyERs or sprrur rupilcreno auiioirippER sBAtL BE pRouDEo BwEEN uNtiuTEDwoooetocolcnrr on usblny-- _
7. PRESSIR' TNEATEO WOOO SHAL BE TREATED PE8 AWPA SINURD, PREsSUNE TREAT€OwooD rci ABovE GnouND usE sBAt! BE mE TEDro r nttlol oro,:iici. woo6lrcoNnNuous coNTAo wlTH FRrsH wArER oR sorl sHetr gt mureo rc l neigrroN-oi0.40 p-cF.wooo rcR usE rN pERMAilENT rcuNDAnoNssxarrsernunoroiRrirrtoror 0.60 pcE sooluM BourE (sBx) mEATro wooD sHeLr ror gr useo wieii iipiiiib-TO WEABER, FffiENERS AND IIMBER CONNECORS I\ DIREq COMAC WTH A'O{c&4. G0, oA sgx rrqrED wooo sH&L 8t 6r,s on arsl xor oterro on comrrutuiHor.GALv NrzEo paR ffiM A6s3. F^iENtFs AND nuage cornrabai ir "diris
coNtlctwrH AcarRaEDwooDsHALrBEnpE 3@on stosrruNresiir:iu. - --
8. TIMSTR CONN'qOE5 ATLIO OW W LfiEiS ANO NUMBETS SHAIL BE ,STRONG.IIE. BYsrMp-soll-coMpNy, As spgcrFrEo lN TaflR c^T^roc ruuaer c-c-zots. iquveitGoEucEs By oilEa M^NUFASURERS M^y BE sussrtrweu pnouoeo riEi iiii iicisAppnovAr Fon EeLBL oR GRUTER toAo qplcmEs. peouo: ruugeC no lriioirAsrENERs As 5pEclEEo sy MANUFASURER. coNNEsoRs sseu ae rurtaio inACCORUNCE Wfr THE MNUFAruRTR'S B'COMMENDATIONS.
ALt2XrOtSS sHAt 8E CONNECIED IO EUSH EqMS WtrH "LUS" SER|ES.lOtST HANGERS.arrltJots sHAr BE coNNEqEDTo {usH BEAMs wrx rrr senrrsprsirmcirs. nrimugrFlots Ba[is sH^!L BE coNNEcEo io nusr auus wrilui iiiiril6r'si
HANGERS.
WHERE CONNEfrON sTUPS CONNEO WJO M€M8ER' ?UCE ONE.HALF OF ffE NAITS OR8O!TSIN ACHMEMEER.{I SHIM5 SHIL 8E SNONEOANO ORIEONO IHE $ME 6NADE(MINIMUM)S MEMEER9CONNEC€0.
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I, SPEOL INsP'OION SHALL IE PROYDEO IN ACCOROAN'E WTH ilE OO^I!'r
spEcrEcATroNs
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BU|LoTNG owNER, nE mcHtrEo, srqu@ur rrocNrsn, nb guirdlc ommuiliisH^[ BE ruRN[aEo wm copr€s oF {L rNspEooN No rsi ariuiii. !il?i,iiINSPEffON IS REQUIREO OFIHE rclLOWilG rPES OFCONfiUCNON:
BPANSION 8O!TSANDIHRADEOAPANSIONINSERIS MMANUFA@REREPONGROU]EOINSTALUIIONS PER MNUFA@R€R2. UNLEss OIHEiWEE NOTED, frE FOLLOWING ELEMENIS <OMPSISE TH!sErs{lc.rof,cE.REsrfiM sFEM ND ARE susJEo ro sprcnr rrsprqol rdr!*i.iiiREstsr^NcE tN AccoRDANCE wtrn sffioN 1707 oFBe msnunour gurroirid iooi. -
A, SNUCUML WOOD SHUN WALL SYSrEMS NEQUIRE PEflIOOIC INSPTfiON bR N^[IN(
BorTrNG, ANcHonrNc No offER FAflENTNG oF coMporrnr wmn rijr irEi,iicFORC€ RESIfiNGSYSM INCIUDING DRA6 STNUTS,ESGSANO HOLMWNS,
1, UPANSON 8qT5 IffiO CONCRfrE ANO CONCNEE IffiNRY UNITS SHALL €EfRoNc.Borri NqgsN MANUTA@RED By nE srMpsol srnolc rr cou-puiruorNraLrEo rN snr( coNrcnuNc ro tcc-Es REpoRr ruusri sn-loit iNAiiDiil6MlNlMUfi EMBEDMENT REeutrEMENrs. aorE tNro coNCREE msonli ijn -q,iti
M&NRy uNtrs sHAu 8E rNro ruLLy cnourED cELE. spr(r Nsrsqoir is RiquiiiiiircRALL EXPANSION 8O!TINST&UION,2. EpOn_.6ROUTl0 trEMS (THnUDED IOOS OR iEINTRCiNG B&' SpEqnED O\ THEDuuNGs sHAtL BE tNsrALuDUstNG:fl.xr. Ht6H sneNrr epoivriulumouqeDBy rut srMpsoN srnoNc TrE (oMp^Ny. wsetr N qnrcr acconooir imrfiic-isrEpoRT No. EsR.2soB, spEcrAL rlspEqbN onNsralurror rs nequrnra nboiiiiii iiAfM 4.36 UNTESSOTHERMSE NOIED.
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