The evening herald. [volume] (Albuquerque, New Mexico) 1914-1922, 1922-04-10

REQUIRED 70 he sreater Than q would be were the rnurc buldins
~ In order to funiithc requirements Of th. section. uncovered
spaces MAJ he Increased in s@e "A they so upward II the,b, they
a structure Of ta, particular height
b. D s'g9o % - , EISays'' os,n T T,,. r g%s o.% can,i" sn any , .ig to
protected Wherever NECESSARY he SHAH at his own c,pcnsc proper,
rsiainns wall to permanently support the aGicSine ~ earth such
Of the adioiaius 'arth and shall ne propcri, copcd " ''
Section rs Foondar9ns Ailo@.gF Parry waiE
.ac 40 sN''.aT n !" e' m9' tan aa ,' ~, .G' .n%3t ~ foundations g,
both nc cssins building and uie now one den The person causing
the excavation to De made shan at his own oNpense. preserve such
1 TT,H ,a N1g Do from nT lia asyr ' gs a%5 po1, nS rs " s%o by ,,,%s mn, mT .Tgsv 80
2 In ese Tho feotnr- aua foundations OF any said party wan
person SS".ips the ,,easador TO DO made to e,teud such dcTec'i,c
Sooss nS'o Or roun rSo@a o. SUCH S" asSsnd.S Or OF 10 new rn" foot in%' .h ~T" p a %SH
on each side IF the party line such o. Distance as 90 bring tho center
OF The iOoh@s under the center of the wall SO that the total toad
ms, ms Y, otb,, method MAJ, ny used which win aaso1",oi, suprort
,he sxoa,auon to bc made shall be allowed nccv-s to tho ndloinng
an use any excavation or the removal OF any existing build
cSsuvattou was begun Il .rou he m, duty OF the person causing the
eScayatiou to De- made. or tc buYdnF TO he removed to forthwith re-
los q bc made Srd NJ snch Irapectt"n proves tho aforesaid wa1 or
such wall or structure TO o., unsafe and causc the same to be repaired
II the person whose duty shan Doe to preserve or protect
in 70 hours after the reep, Of O. notice IRON the Inspector teen m,
furnish such materials ana take such rros as IT, his iudruent ma, be
anme nom srrernnr unsafe or dangerous at the cost aud expense Of
sec,.n 49, n s5r c,pacS Of Soil ~
soil a y w ssc6 a9 " Su1 %n1g. s AZ ,o . m q" erected, ..1 , ,Ss INSPECTOR opv =, 90 or 5S
9"rnss 10 be- made % u DE- m%y order test. OF inc sus'@",9H Dover "i
es,sa,Ss, sseh est ssai e' @@'s IN o, agr9 ord ,o WIN pg''ieation,
rs ssse o. SO su .I1' ra ng %', or toe ,.d g'' .f@n G Se ' GsS in ,Sc ' RgGinr y.
tormined Sy me rnspoc5or and In me uGsso'y Of 'o%s snail oscesa tn,
Character of soil Tons per spunro Foo,
Firm ohs. FIN, sand. or iayc- Of -nd and clay wet,
Clay or n"c sand. nrm and dry ....-.....-.
section .. Foundation walls
d. Foundation " 1Hz shnl. be construed 20 include all wallis and
piers buit hollow ne curb lowell OF nearest tier Of beams to she curb.
support. fqr yail. per. column. srder, posts o. beam.
: inches thicker , Than ls val newt olo,e them I" a depth Of - feet
of deeper they sinai, be loe,e4.ga inches l9 ,neRnes
noteeSseding ONE story in heisht and mas be- o ne nme thiolu,s.
so,idiy With concrete. o. n no, apsi .oGdiy With coucrc,c these 6oi
nun ,s,etnes, o pnin gonerrs" ,og'as,o"s as hSren specified
a. Portland cement morer on, shall be- used boz iooungs and
Proper fooanF. and foundations Of ma.oag shan be PRO
saea' Tor 'he support Of al huldlnss OF n"rts a ogidnss Within M
poasssei upon proper masonry footass is provided An porchco when
ported b, the main walls OF SUCH dwcrug, shall have posts O ~ columns
spaVea al Inst every ten feet OF width or Nneth of such porch When
SbnIp b.I p% a s g%u I ,19pc Of ~ 49, T%' trn"r ,t "" s.St, r '' o., 'rrs .
sefThi OF ths post-' ncasured from tc ground level ur-
T. The fooungs Tor foundation wallis. pier. and columns .nan he
eonsoractod Of plain concrete reinforced concrete or 81 steel rrlagc
q IFoo,nss shan he SO dc-tsncd unt the loads they su.un per
uni, OF ara shan be az nears uniform rs possible and toe stresses
shen eonio'm To- tho reau!remenis of 'r ode The asad loads cr-
ne ard foundations down to tho bottom Of the footing An tanks or
Or similar hnnt-u structures small he considered parts Of the building
90. inadH cNerUE pressure under tht tuuIurs Of foundations of
buildinEs more than three stories 100 height shall b, computed m fol-
lows:
W) For buildings In witch the required live load does not exceed
70 pounds per square foot assume the total dead load. ulz
go per cent Of the null live toad.
t) For buildings IN which thu required live load exceeds 20
pounds pr alnrc foot assume tho tcnl dead load. plus Go
cd. per cent of tho full lWp load
In no ease shall the load uUr square foot under uy portion OF
any footing due Co tho combined dead. live. ana wind Toad. exceed the
safc sustaining rover Or the soil upou which tho footing rests
a. Concrete fnoinrs shall hg not Iem than IS INCHES thick. and
shah he 4 inches vidor. than She foundation wall
f6. Concrete for footnes atnl be- made Of ut least NM part OF
portlnnd foomunt and not nnr uun Two and ourhuIf pntz of anrd
and no parts of broken Stone or gravel
8. Broken stone pr gruyel shall Boo hard. durable. and af punll,
approved by the Inspector
T. Where mass concrete b. used fr fuounps or foundations tho
stone o gravel shall tr Of such se aH viii pas through O. tNo.nch
nciarti smaller aggregate shall Doe added TO secure density
s.. stepped up courses of hrck shall have otfsets of not more
thu y inol 10 laid n singh cuuraes and inch f laid n doubt,
courses
lsarton 20 Concrete piles
D. Concrete piles cT in pnc, shall be made In such manner as
70 insure nc exclusion OF any foreiFn natter and to secure @ uni
fern fulrstled aectuh for the entire length. Tho nyyragp diameter
OF me pin SHAH he not lear than "A inohos ana tho diameter at uo
foot ne. lcA aha a inches fhU length shall not exceed twenty-five
times tirHnYornge diameter Thu carrying capacity OF such piles shall
be Determined by mems 90 or more test piles and the allowable
worktuE loads shall be not greater than one-half the test load under
whrf the tort pile begins 10 settle. nor greater than 800 pounds pc,
sluare iRch
a fThe concrete shall be mlSCd n the proportion OF M bal
Portland cement two and orc-hnf pnus Of clean roursc saud. and four