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

such book, have met tbc ist requirements Of " ,Sa coae p' "SS arc M at
thiesn~s Of S%h wan, smn % ~" as r"rm p rs rt~s I'm n minimum
rav. 2 ,,, Cone'e etc blocks ss'l ao' be used In construction until they
REQUIRED test strength An building blocks shall he iaid in Portland
II a. wall be Dgn' OF blocks htl wth the cells horizontal
band courses of such blocks with cells horizontal be laid in a wall
Sssp%eby Of such walls shall lee calculated from tho strength Of the
4 Hollow terra Gotta blocks b exterior walls shall he either
O. When hono" block wallis laid with cells vertical, are deerous.
be nucd sordy WIN concrete, or The exposed openings in such tor
course may be- covered with slabs Of hard burned terra Gotta Or con.
under all floor beams cam and ' srder. ' as b Sna s ei,,s ~ shas be placed
g. Huidins blocks oeSsi shall .Ii Sa so n IS , SSeST9s s .s.p. m,
be snperrosod upon the shells or webs OF the adjacent block or blocks
section a. Existing walls.
J. Where an existing party wall Is to be Incorporated n a new
Of the existing party wan shan he supported entirely by columns a md
S,rasrs ana not b the party wall below except that such existing
Code for It's ssis,,ns thickness II written approval Tor such estcnsion
Marty (, o, s5G GanaI q be desired a, to ,ncrso,. tho nssnt Of other osptns
under this code. this shall be done by lining with sriekwors to pf fnru
than tho thickness required Tor a new wall eorre. ."p p'n n,, mo-" ,ss
te spm nvgIe ~ o uI ,r ". " f%m 5 % , INCREASED IN he'ght such Inning shan
as he inspector p Of sur ,insa" rS1 ~ carried up TO- such a heirh,
least $ inches IT, trickncs, laid up In cement mortar. bonded win =
I nw" ' sy. ,S "" u1'1 t ,So'rlns prelg,tinE ! inches into the Old wall at
t1rousehly anchored to the Old brick wallis with suitable wrought iron
Old wal. by through bolts or by expansion bolts SCI In cement or Ny
natinF vertically and horizontally with each other tho Old wallis being
eal' asniat de same 80 wa" wall s6aa @7 Sp l E"S'S an %ss a ia @sos s c to a.
section 81 geccs.cs ana cnoscs IN walls
!. hecess'~ for sLLairways " elevators may he located within tho
are not thereby reduced 10 a les, tbicE"es. hat ,B RnG' ra9air N f %ri e
be supplied where necessary to compensate for the dunimshed thick.
The brick backing OF reccsses Tor aicoves and similar s,,c. hail
be not less than inches thick
Of It, required thickness No horizontal chase shall exceed = feet in "a
recess In a wall shah he made within a distance Of 6 re~, nem any
0''' s1 Ssioa' Sc 81 q" Srs s% s %Sl lln,a.
-, opennst OF doors and windows over = feet shall have arches
Of not less than o inches %,o on tM S"S sss i"'' ra n"yS a n Sssmns .s at each n. end
N"H lI su'l Nlteh Whofct he spa Is nor Than 6 feet Tie rods
'"" W. n Use" u @I s'oaes Where necessary TO resist tho thrust
o. non. nreproot huidinsa n which iintels or arches may he les. man
Tnii Sm S9 S~ s, sanii s, at at saoh end no. mors than 2 Inehe. N any
AuoSaS'c Loads naa
section 81 Floor Loads
an an It's parts to boar .seiy as wsse! to he imposed thereon. :" adj d.
nor : 2 80 qs s u seMI be placed on a stair ondlur or in q stair hail
floor OF amy stair landing or stair hal.
Every roof with ID pitch Of loss than 20 degrees with the horizontal
.na, %, y r'ogoln"nea % hear safciy a live Dad Of SO pounds per
oal shan be assumed to he so pounds per square foot measured on q
section %, Column loh.
nasnt sucnsih to bear ,o,sy tho combined i've and d,aa loads %S ST ,r s%
,.so 2 @ a GeI Sorss! %g1s 's han , ave stories /" ss.ael the ero@.as
ao rS OF e : n%r e., ro, 20 rr ,sn .1P @" Ting zach al .ooeeedns floor a rsdse.
total deduction shall not exceed 90 per cent
sous : no o, .san tic , Of lE, load load on column. shan be permitted in
square foot and Is nkeiy Ia be permanent, in character as In ware.
= For .traetor's e@rryins machinery, such a cranes conyeyors
from ny. loaan To pryoide for efte Z OF impact aud vibrations.
Means uf IgrUr~.
Section 90 Number and width OF Exits and Door
J. Every building, except dwellings and every story in each
building above he ffHt, shall have at least " tnenns II oxt rcmot.
o. each Other one OF these shall open to a street or nroproof
pafase leadinE q "a street and one ma open to Il yard or other
pace deemed safe D., the inspector nnd Of sufficient arca 20 accomo-
date an pefEonH In tho building. Two means 81 exit remot. from
other small hc provided nom cuch story OF dwellings, when over
2 stories In height
2 In every building eseop, buildings of Glass D. ali required exit
doors, including the doors Of vesubules. shall open outWafds This
requirement shall not prohiht the use Of doors which swing both in
wards ana uutwurdH, or II shdiug or rollins dooru in stables rarngos
Norer"otnH 100 the chipping and receiving nom Of manufacturing.
mercantile and industrial huldingH. whore approved by the Inspector
Ihhs section shall arTll ~ buildings aIrndy bull.
y Whoi exit doorwuSH have a cur width OF nj least 40
Inches each the aggregate widths Of such doorways shall be equal To
me required width OF corridor or stairway served Icy same when
hgiVidua donrr are lees than 40 inches wide, there shall be m
doorway for each as Inches OF required width of corridor or stairway
leading to ame.
The opening Of one door shall not be permitted to olairuct
unother. me u" are Of opening Of doors which open upon stairway
landings o platforms shall t reduce tho width Of TIE paasngewny
TO less thnn thc required width Of the stairs
D Every room having an occupancy 81 moro Than 10 porsons
val W. at lenst Two duorways remote from each other .cading to
exits
g Hallway OF corridors at the street pr court level furnishing
exit from stairway, shall be not leA iu width than the aggregate
width Of the required stairways which they serve. Every hallway or
corridor which may serve M an exit FOR 80 " more persons. shall
have At lear ~ inches OF width for the first 90 persons ana 6 inches
additional for each additional 30 persons to be accommodated there.
BY THIS computation shall be based IN the number OF persons ln tho
AH H