The Seattle post-intelligencer. [volume] (Seattle, Wash. Terr. [Wash.]) 1888-1914, 1889-07-05

me city Of sea<sse dos erdatn - -
o. ErTLuExsz - TINE yskx
lzMzy4
aErrcs f-Au tsaEkgsnrs hsrFztsx
erefsei zsshgn tka srs fsmsn 81 ssse sgs7 Of
s<nxtte stsazi he faaxse and epzzstxgrssz Of
brfek O. ssgsse, sFs3 svsfy bE5sssnx OF
cyses % stene OF o. 10Th tksf sEaa -
snul s Sc. ~. g 49, ss., s : sss :.
bsiex os stons, - o. ncsa ard saga = ~
wallis o. party xssss zzssA sxsxis1 fs1rz skx
to0Sldss.sz 70 t5A To- ri arc shsrnEb Us
r0<d ~ tie building ard nd soas sIs&I -
covered with s1ch ns3fsE5as ~ m5sI a<sss.
projection sax3Fsf ere. sal sad sssss sEali
b. ~ constructed ~ % asp4sast All WOOL
work Thoroughly ard Sssss pss tesY Of lie 10
tsrisr ard exfessxss ~ sseh saEa1s1az fssfA -
and every part ~ ssss iHieSssg szsss ssfefsf,s
OF AIS szskssrfrz hssf ssslaf and tysxy sHek'
side wals ef gsATI5 wsst shall pass sssFSszxss
the roof 81 sEas bzildisE - = aseE i zssay ~
p~7tAiu IS sEcb fsisAn@r - 20 fsvesk ssa'
fsfsls any eos1rssnu iestsssrs = wood ssat
ever between sneA Fasf AID xag Ssssz
balsasng AID 81 partition sssa ssasl
aiso exfena firm tAs foundation. afssi
tbrouzss the soos. tsse same as side walls
or party gals. TIE term bass1sfzR. q.
Hses3 10 ffsEs ssss1GFg, STA. rs9f tsssisssss
yYislea. TIE aeoss ~ al bElAssaxs ssassi
be eoslssssss led 20 lssx ssfh salty Hsssfs
each superficial fds< sf Es4fr sarzaen. q
s<snnsss ii nssa ffs tszs f0sssssstg par.
E~ssss sbsy shall ~ ftsnsgrtst.ss - tssr
spin eAoh saf& ffsc5at fe&d 81 Essgr sssrsAFe
~ fssslo4x Fss a ,,tsce o. Essssif ses<Ts sssy
TO pounds tag \ no9s store us.sss tnxzf
refinery us sstsfsnoU<e. 30 EasusGsi icf Q
war hssnse for miscellaneous Kssssss 40 -
&c r.oau1s. ;essigF stosesr SlSh sasees %
pounds icneEaent Esss@es. 100 poss sss5s dry
garoas sssgres. go poHssfis, fDe.s, ~ fssssnfts
1fseas epsgafs are 20 fe exclusive of the
weight 81 sfe fsases sfsa Fosf. The rec ST.
site atfaers< isssss ~ esca plsee OF taaisrtal
II 10 ke essrnslne5 ~ rosnyssiAssos, ~ e
rules gives - TdFezdgsssc. He gksassss.
EsrioR or gshatSFFse, sF The tsnaksses of
a. tke Eaased stars scssiemy at WEST
Point 0a TIE ssfsa9fh Of material. tsszs
for constants H. the rssies as.is sSfea nina
hers ~ hate bxea eesisscesf fYosa exIesg
faaafs On sasts Rails OF iise kinds eth that
proposed 20 ~ 8sed. Aud the sate load
shall nes e8ossf ebe~tAsr3 IT tas hscsksbR
wessh nj - determines ~ s2Iss fu4es. All
~atss. gas. sssaEs or ether pipes. which
asy D. Intstslses9 ffsso asy bsiseiFx ssssli
not &c set si{s1 So Esztat e. = atrhtef fis
lance than thsTts s4x i;ss hes frssa tss efssis
Of The teams. aid tEen bot 10 exceed ore
and one half sneh.s syisysh tor = J beams
u tea 10 twsiFs lsf idse 81 stpsa. nos mere
sIeDEh. for p&ssEas i - han fen ins hss THE
shining lnssi nfa sxcesn oas inch IN
sesfh The sesering us all rssafs al build
lass astnsn toe ire limits shall De made
AMI DsfFils-sa5 ~ Tastaf. or sspnsstBsa.
covered with gravel CT ssstae hfe pfs~0f
composition. ntft AL b4ilaftes noSg siaf5-
Ing requiring ~ Fo%3ahg. ia y hSie of in
paff. BE covering CT stss-A roofs siaiI b..
glsda of aspEsi t1sm. covered wssss gravel az
Norne Fl RI ssfoos sgsasef.si Ali ti8Sef ard
sRiaaer ssed IN the construction aud cree
tim, ~ alterations Of repairs 10 buildings
shall he s.gBnd ani free from bisEsish.
Tbs blind ATTIC between tbs 60 ling OF
the UPPER story Of the building and the
roof. shall be divided BIZ light beard or
other partitions. 80 placed thai no section
OF said al to shall Include na0se than fxo
thousand sqnsgs ieef-
FOUNDATION wsxfs.
see 2 Al soaaantsan walls shall De built
at stone OF bsieh, and shsii ha laid not less
than four feet hesew the surface OF the
earth on good solid bottom. aud in eRsss
tie Mature ~ the earth saouls require Is
b,stosa Of driven plies os iaId tsmi,ers 81
sufficient size aud thickness zfiail ts. laid
to prevent the walls from settling. The top
of each Pile or tisnsseF 20 be q iyen or iahi
beiOs the YATES iinS. Al riere or columns
resting on the earth shall have fssptsnx
courses equal to ttfee times the thickness
Of said rsess or columns aud shall have
granite caps not lees than ten fsO} inches ia
thickness sttb level beds ar iron caps III
eq1Ai strength, the pfoie.iurs ~ the brick
work net Ca exceed two txj inches. every
isolated pier less than ten ti9l ssipefflci
feet af the itsss, and all piers supporting
wall built III brick ar stone, ar nuder anY
arch, glfsfeg or beam, supporting = vail
shall, ~ intervals Of nof less than thirty
Co, inches In height. have iondstone
In 81
In thickness - the fuii sire ct the pier,
and have level top ana bottom beds.
FOOTING on BABE rnNEsR UNDER YyiixDa.
TIOSs, ErL.
Sec. 3 The fsotiNg 81 base course under
ell foundation walls shaii be of stnue or
brick, aud shall rot be less than twice the
width of the bottom course 81 the gaanda
'ipn Naits, each fnnFss Of foofings If
formed with hYtek, shall rot pfniert mere
than two inches. aud II formed with stone.
the hekness ut each c0grse shall not he
less thsn twelve inches, ami shall not pro-
seet more tslan Ak tbehts. III wall be
built on isolated pliers. there must be In
Sefissi Arches ~ least twelve Inches thick,
turned under aud between the pliers the
sryiug 81 the afch moi le be less thar one
slsisi OF tisr span or tsSa footing courses ssf
large, vel shaped steus. AT least Twelve
inches ia thteknf - ftsr each course aud 10
proiessi not more than six Inches each. All
saiis shall he SO least four
inches thicker than thn wall next above
them, % depth If sixteen feet below the
curb level as lawfully fxed, aud shalt he
Increased fear iHeh $ Ia thickaps& fslr every
additional tive fset IN depth lssiow said six
teen feet. Foundation walls IN dwelling
houses hali ke bFlus sha Basement nufsr
eea-ns iaus Inches thicker than III. walls
next shove them. All foundation walls
sinai be 0adeTst0od 10 faean that portion
81 the wall below the level of thu street.
caro-. snd dtlfth shall II oaMBnfGA from
IN. euro level dos award Tue sinpth OF
saurieen fext beiea sad curb level IL the
street. Is hsrehY hSrss, A. the standard depth
OF foundations tsf hFltx asd .fssoe build
Ing. Any - fsoas sNe~vaiiug for. OF eom
naebesug i9tihdalicns ~ u EteAtef dep Il
than thf ahesr standard, shah ba lesssssasi
Die fog alt damages 10 adiosniag buildings
tlie ioa,sdateu. ~ whiet; have t.Sn eeti-
strnofesi ~ t0r stauda 81 depth. NJ ~ gss;t
netis tFuciiug foundation wai,s tios n 10 the
standard depth shall he festanslhe for
DANA - 20 essntisHea- haIlatoes. TIE walls
oi Nhivh have nat been constructed at the
standard aepgn
pEf9NISo opTxa Walls op aRlgK. sraS V
oE fstNk nettRlNas.
St'a. 1 Tee ousaf walls ~ hFick. stone or
frame buildings snail ~ the trous. Fta.
sttd tbs side Nssfs And Ia 40 ease shall
sfnsdiBg he a lowed against sriek sail.
The oaief " II. ST frame balisliass .bail
BE te'iaesl wilA sindfilsg snd covered via,
Hra Aefta'aflifgG nu she outside snd Il 40
ease SHALL Stu iis0g D. silowsa azsiuss the
wcsf ssst~'sr'iing al aa asijal8iar lidipg
f0E outisaing a. une story tu haisaf the
stnds'ins &hsii be ~ Rot lsss than two by
fsluf ineh ScaHitlBe for 4 building TIVE
stn5ics ga height tha siaddlax shasi hr 81
not less shsu b. and s hs iieh srsnt-
lag, sitvfustely placed. ftf a ssnitatnx
three slsstcs ia htiEht the SiaddiuR shs II
b net less shsn 6y : insh sesnfisns. aud
fVt q building of ieuF stssttes la hetght
tue sf1ddtfE shall 10 - upt less than 50
bs three tech SesntitnE l0r hSlgnt ~ q
Stafiss s0d ~ SIS sss fwo luch srzutNns for
the heieNi ct sAe sAgra aBd fenfgh stories
The fsunda i,asgS tsf ailtts rplnnlns shalt b.
fefaasH with et-ias ats.l iise Ugsief5. nnine
sasii Ia All essas h. NOT less than ,afea
turess ih thicSntsss rs the fali Ntifh 81
thS sfWdsiing Tvs BesSis shall resi- ag.sa
fhr vufsise sails sNe - Nhgfs trimmed
~Hf fnf sintrs ng ofhFf aief8tnsS. Shta 4 x
he sfanFaet saie "a f,sf q e. tais AZ eac d
ent go tae eatside walls, Is shssl b. rr
quilted g. eRye TIE gafttfiAH us x.rsseT Hfs,n
whieh ieey nay nsl AZ sQgs i,ssAglae
tsfcuKta With tha uassa 70 aslts whs,-s
bfls& eNlts az used ~ foundation ass
iFasac tutSf,aSs tees shall 3sos a. lssss + ars
viSet inches Ga thigsugss tns $ enc sf,,gs
faafa MI 1fA& Ana tnr tasaSkEE 81 nos
innfs taaf thfsse st'srirs Ga bsis ~ the i.ssfn
,s&iitsa walls stall lR Hat ssss than fuetts
las hs's ip thiezReSs aft re- buslasns nat
tn exceed fEp ssof3se ia hsieht The i.ssir.iw
ton sails sasfi Be- uof sSs rhsn Il iltbv.
II taiek evse. ~ tbrFe see ass efssss - a.,
shtFe sasii e. Fscfs W Dal iess shsa ssBeha-
toifs Nrisef}i oa p = IL e. of witth af tvs,
h0t fa9f tacGfs, Szs.f - sfsenet h.si 49,,
~sils - distances nol g. eketssf .f fs.s
spaft Meefe cHtmss3 ha-s.ts ss-. cared
%, We ,As.s q eau.jssegs=5 So pisFs &c IS
Ia he wuiefs.lesss tssaf tie s-afss tt...It-..s1
siai AZ nozfasfk pSttifs,aS zfs a. As .st,.s. 4.
NJ. ! No. ~.