Evening bulletin. [volume] (Honolulu [Oahu, Hawaii]) 1895-1912, 1911-06-07

FfNii0n III lat AO material shall
W. Dsfd, IN aGg sieoi columns, NJ lcss
man me ibiny. socObd N w nBsup
pofi"d wan, measafed between cons
mn N dg6is itaogvedoiy, ~ me-
FiSief6B N no distance bGfwcon
ffbi6fB N dveiB IN me- direction ~
M HfmF
M thH oBds ~ ~ columns siall
NJ Mtod ~ pIan6 surface NJ figbl
apHes ~ No axis NJ no column,
Hhd mo- cObbrciiWe bciwtfh ibom
shall NJ mado wiib spllo6 plaios near
nm ab0tF ne 0D0f ii6o
nv siod abd wfO1RbllfO cois
Hmbg may M mada In OHo, iwO, aud
Uifsf siGfg ie6elbs.
HDid,5D sTEiGL BEANg
sfcibn " Az fmlod steel boams
Gsnd IN mildlbgs shan IN N mii
WeiFm a6d mo nam iDlrfl0as do
tscia
CONSTRUCTIONS,
FffiiGH 35 An steel Rhd iron ffnms
iDR sbhll bHve SHIN ma Goi1 co1G6cs
U6Gs MADE Nv ngrtlbg, n posHble.
Wbfh nV0llng h not DOBslMo, n0ld
tObbfriiWB mny ~ madG wlih bGlls,
UVEfiNG NJ EfHUCTUHAL RfBgL
hNb WHOUGliT mos WOltK
sffilm ~ 1b6 distance ffGm
ff6iff m mn bMo ~ No 61Ro ~
me- BieeG abali MI h. losB liaG OD6
HHd me- mn times ne diameter NJ
me- Hvfl Wherever WFFlble, l0w
f9ff, No distance should w. fgnH IN
iwG diAmelefs WboG pWolicablc,
ngfiB Fbali ~ machine driven mo
Blcb N ngdg shall boyef b. loag
tbHB 0if0e dlnmeisfB ~ mo met nor
mGf6 man h lGobea
RfEEL fhUssEg
Effnm ~ lrusseg shall ~ NJ
HBpb deHFG lbH there wlji h. ~ ~
pafiaiBiy m me- stresses M lfU6aes
st8it NJ bfid nFidlg N position nv
shrieG BgglemW N lalofai and sway
bfaelGH
WAnL pGATEg
sfpim ~ llesH6E WaeB ~ stone
NJ malH ebHl M Gred ~ reduce lbo
Dfea8HfG ~ n bearGE van ~ The
MiGwaJie wGfhl6E mfsH
hhACiSG ~ FiiAWEg
FeGlm ~ 1ha ifGG ~ steel frame
m my BmidiBE gbHl b. earned ~
NM aHd DlGHb aGd bo flgidly btaced
mum No MN teams ~ vefy mOfy
rAR NOS cObUMNs
HfriiWs ~ N computing ibe
HDfbfib m cHsi ifm rolnmn ~
lhirkGaIB Himi ~ idon NJ Nv lhibbegi
mn, HGd inG pHuHG shall h. con-
demHpd N No computation Hb0NH lllhl
M strength N Ne piece ~ less Than
ffninfGd nv these regulations whefO
ffHf mGNb6leB ~ lm,mftcilDnH ~,
fGiGd IN eHgi lfOh column which
reduces ltH men NJ iliH Gf0hpsHeGil0i
M me- DGihl mGfH ilian lbn iiei
pgHiHm, mrI column ghhll b. ron
dDWGed raH non pGslb ~ e0lninba
without NM side ~ bagh 0lon, before
briGF IN N place, may NJ Tho 0pll0n
| N lHH iiInldlhF inspector h. dfllled
~ ptilbli N lhH iDBBoel0f ne llilohs
mass N lig mrlM Such h0ie shall
M dfiied, HndDf The supervision NJ
| No iUBpHplHf, Nv Hnd IN lliH UHpbtHh
m me- GNdGf ~ contractor
FAiHTlNd 0r STRUCTURAL
INITIAL WUlk
section ~ M structural metal
WGfh Hial M cleaned NJ M scale
az, and flpi nhd esroBl wlbn an
bHddfd M cement ~ concrete shall
~ lhGf0Hphiy oGaiod vim NJ lohai
me e0al NJ nGDGsldllIhg palnl beiofo
leaving lhH ahGp ~ bpiGre erection
MIA erection, M places len W nhol
marks, M hbfaalGnHi hnd MI rlyel
heads hnd bGiiH Hliall h. painted
afiHf which No entire frame hlhl IN
painted WIN NJ lGnHt Ohe additional
| NUN w " INV NlNFl'N' ii'W WV ''H'
Al iron ~ steel used bel0w The
GROUND water layel shalt h. lhclDqed
| Nv Portland cement concrete
hRhhHlUN FRAME
pHOpOliilONlNd ~ fllAMB
hnrli0H M IN pfgpofiionlbe lht
ihHl6lUn frame each phfl hhhll IN tUii
Hfnplad N BNlllplenl strength 10 chrry
liH aHpnilmp0apd l0hd Without hbalHl.
aHoG fr0m lho WalIH bHl0w oiItdrln ioI
M aupp0n N lhul0alne walls shall
M placed N lhp lNy0l NJ lbo llOOrh
ifIfFnIhf ~ NpOenlflr iGhdlnB shall
M avoided M ihf ~ possible
FLOOii SYSTEM
section AN 'rIe nGGf system ~ d
HkelulOn frame Hhhll ~ rohhlIucle,
| Win HGhl ~ reinforced rohufol'
ll0Hf beamaI ~ doBIrnod ilhl lhu hlps
| mum luhh lmp0ind bhhll nul oiil'
IN WrlNl dnllHpll0n lhnI 0,ie llinb
hNndlud AIyllelh phll ~ The hraii
Ilhu hOnr hpamH shall h. llnl ldRrllinl
nj Intervals nni o,rNrnlht olhl
| liUUB lNu upulh al lIU hUNmH Nv Hilll