05-453-007GENERAL NOTES
A Durinq the course, of- pumtxuction, if any subsoil condition
encountered is different from that indicated by the borings
and /or form that assun4 by the Frgi l`II , notify-the Archi-
tect -' Engineer before or000" with the work.
See note on foundation
B The General Contcca►ctbtr shall check, review and verify all
. ,, .
plans, dilnhsi. site avu�ditigns. Should diWrW. an=ts
appear, notify tile, ithitect and Dnine rs in writing: for a
clarification before. oomenci.ng work. Architect, Offer and
General Cdn ,' _ 1 restrict or p oWly insolate equip-
ment, loading+ and 'e -_i fient.s that may in&)ce or trn urdt vibratfvru
into the stt'av#
C All supports for ip.ments that mist ipe varied to suit a
particular •s rv*xi:rM* nts stall be detailed
and subd=by , Any additional dditionarl material required
shall be the oontsactor.
D In pet wwII!TVbrk below adstI grade, tacos shall: be
exerted to avoid'd'c� utilities. -All loan utilities
dL400vered in the course of work shall be repo:rte3 to the
Architact/Angineer for 8ppr0piat8 actiron.
E After rsrroval bf "f6dating utilities and Other
congtruction a..A&T to► be removed arund/or :required, bK:k filling
of excavation shall be in with specificatiorbe or
standard pxoaeditiks:
2 ON3f' :
A All ccn=ete shall be in eanfonmanrae with AM 318, 30101,347*
latest editions, atsA Asm C94• -78A uid pt vp wticrwa for trength
and quality requirements *in socordance with AM . 318, Ssction 4.3,
~ProportiCrutg on 'The Basis Of Fuld F.kperiauYae."
8 All concrete shall attain a miniver+ compressive stirergth of 3,000
PSI at 28-day standard tI unless otherwise noted,vn'plans
and Wall have • as s lu p (in) of 4 "x i" . (Fourdetions
C Strexryths ahmll be based cn Leb°4lrrrod Spwlva . Any ialtexr -atoms
to the above mist have written approval of bVineaar-
D All oa=ete rattan contain an A/E /0, revia.wed AS' M C494 -79 admixture
as follows:
For F'C nqu1al To Or Leas 'fiat: 4000 PSI ........ •Type A
For F•C Greater than 4000. PSI ............ ....... lype D
Fburdat•iosu D
........ ..........................Type
C,errnt Shan oonfom to ASTM C150 -•78A, Type 1..
E Hggz eoates shall axtfotm to All C33 -79, aim #67, tunl•�t athervi�
• In footings smy oa dctm to si7ce 157.
I Nacsna and curir ; of all concrete shall Conform to ACI 3118Y and
_
ACI 301 latest .edItIc -'s. All concrete shall be p l
less written► approval is obtained for pad: case prior two
placing concrete. III General Contractor shall take aypro-
priate measures for those instances when concrete might ex-.
ceed 90 degrees F at time of placew'.nt. Concrete without.an '
AST*, C494 - TyFv D Admixture shall not be used if the concrete
tes�+erature at. time of placement' exceeds 90 F.
G In tikes event of cracks in concrete .General Contractor shall be.... .
responsible for sealing and filling all Cracks. G.C. $.all
wW=,it to Engineer, in uTitirg, location and description of all .
cracks and pivposed methods for repairing said cracks prior to
repair.
H Owner shall erploy► a certified testing laboratniry for extycrete
sampling arxi testing in accordance with AST2r! 31 -7
C39 -79 and- trarpeerah". One set of five b
cylinders (test 11.3, 1 1 7, ! 28 days) four GI 50. cubic yards
(or fraction thereof) of each day's pxv& • if the.two
28 days tests fail to meet required strp�tgth, trest the fifth
cyliI 1 48 days.
I Exact location of concrete planed imnediatelY after test samP� at
shall be indicated on report. Sample corccete &call be sacrpl.
point of diccharW and indicated as sach cc report.
i ?AjXdMjM oc rcr+etre cover shall be detailed on the drar.-iMsa. fo e
the cover is not d r.eruianed, • use the saws as dbrengioned
siJRtlar it ms that indicate the amount Of Covert Or use the
follo i g:
a) in principal atr=tural iterces where the•
cane ret& is deposited against the gromd, ca 7 inches
the minim�xn cover s*u l be
b) In all beaans and columns, the cover to 1A
ties shall be
c) In all concrete walls 2 inches
d) 'At recessed 00mstruction joints in 1�
walls and colu ms
e) Tp arxd bcrt.ttm reinforowent in all .
structural slabs, includ.im grckm
floor slabs w*nen F0uI Over visqueen
vapor harrier rreritarane 314 inch
K Provide a mini� of 2 14 . bare in all lintels not spWifically
detailed for opestirg$ uP to 4' 0" wide. A miniurn of 2 15 shall
be provided for linteels; up to V-0' ' lar O all such lintels
id . Notify- the Architect
a miniunm of 8' beyond the �" h se ti
of 8,,,,0 are
&gir,oCr if tw etailad lintels for op"V A
es ourrte•.red.
N M N Mtlf#t� 0X MB. iei
L At the ectezior oorrners of all ooncrete beam , one exterior tap
and bottom bans (2 bars) shall be bent aroud the scorner 9O" or
in I jvu thereof,- two added Wet exterior oorrner bars U". x So
one top, and one bottom+; shall be provided, ash same sin
as beam reinforcing.
M ' Splices in bans. shall be a minimm of 48 ban: diameters,
where dirrestsioned otherwise. '
3 OPfNWW IN SLABS:
P. All openings in von=vte slabs ,shall be located, sired, and re°=
inforced (with the exception of S,11 openings an /or sleeves of a
size that will not displace or interrupt the continuity Of the re-
infomirg) as &am can respective Hoehn plans and details. Any
altrerationr required appararal of the, structural hargiroeeac.
. and
8 Opening i n slabs and wraps for ducts and other -
electrical equipment shall be eoodiratred by the Oci ntractor to be
sure the openirqs will a0=ffl odate the acrd equipment to be used.
TO the extent possible all opening tizea and locatircxtsa shall be precisely
cletxnrtirted early in the job and tha informt:3on forwri+rdstd o all
to insure that the Agnittred WII
fleet correct and evodinated openings. A suitable rote stall be placed
on -x11 shop drawings before before they are sx:rraitted to their
Arehiteict->tngin eCt, stating that the opwdMs have been coordinated
and as ind ,catred. If it is- not possible to deteao dm the
exact size and location of aunt openime Prior
to shop drac'.+irga $ub-•
mitta , the omtractor shall so. note cat, shop draarirgs as a warning
to s axxxttractore to preclude diffio.AtW outing ODUt ucticx,.
G Ref ere_
oe gla1I be trade to the Aardhitectaal, VAdwdcal, air conditioning.
and Electrical..dra intp for location, size and details of openings,
recesses, pcojeCtltt •3,bevels, pitches, inn exts, 01' , ^"4"_t$1
piping snots; etc., that are required to be located' and in place before
placing conc-rreee or that influeir= the foming or finish' of the OM rete.
A Wet not flood. - the , fora, rebars ngs
and bottom of all footi
ea=vaticnz yr W&Ately before pL g' f •
B Amt of ground floor slab placed at eve titre, oc
joints, aha11 be lintited to an area of 600 square feet Or tc a rruaXI
length of 30 feet in one direction. P1wArg •Af .ad ja0Wt bwdcrw of floor
slabs shall be seperated by at least 36 ham.
C yids ferns for walls (No:r-Retainn9) : columns and bemrn shall be. designed
to. withstand the dead loads of the vibrated, OX=Vte cumlative
loads of azpportsng loads above. be
D S i,de foso say be removed 8 ttaurs: after t • No foa�s $:}:all
attached to the stripped S. No loads Mall' be pl•aCed an
stripped ele %2*s.
E Side rennet. for long colurrrrs and calls yrea.ui.rin9 tiro .furry seq Oes
shall be as follows.-
Side forces for each sequence may be re oved eight (8) hours aftrr
place rnt' of ooncrrete.. ,
No fonts shall be attached to the stripped elements J" 40 hours
after this plaoWMt. This stquenc.e shall be repeated until
element is oampletecd to required height.
5- SwJRIN6 FOAM Ri A1. AND FMSWPMr,
0
I 4
A All reinforcing steel shall be defoaved bars, -free' from loose +
e coinfo tD NM A615 -81, grade 60. No � /i•
a�r:�t aril wale, art$ �g
welding or tack welding shall be allured. _ ^'
legs " plastic dipped after
8 All accessories scroll have urpthusY�ed eg
shall be installed in
fabt;,ication. Aooessories for seisnif7zci�rg rt bars shall be • ?- � ����� �
.voordance with XI 315 current edition. � bars � .�► /D �
e 5 or greater and not spoced pore than 4 Support V-6"
(�4. C0•• .��
grid ends of twin reinforcing shall not tact mid m0�+s than !�)
post dttestnDst chair or support bars. A minirm of. 3 �?ort
bars and 3 . individual high d9airs • fors each OVPOrt bar shall
be provided for top reinforcing.
C Plastic tipped column spacers shall be pawided for vertical .�
column reinforcing steel such that 2" miniuee clearance is rtain.-
Gained. Cam.
8 STRXIVPAL STM: x
A Stall Ci fOiVt to AM A36 -77A. Provide one atop ooait of rust in-
tiibit inq paitrtt (minim o 3 mil. dry film thiCcw")' cm structural
steel, crt
which shall be fabricated and ere+ed 3n with the `l-t
provi of the AIM - "Steel ltiai "16
sions , sib"it shop
drawings
B All welding is to be perfoursr+ad by crc�ctifi.red welders. Y�edintelY
after erection, clean welds and tcx:cih up Fainting (Min. 4 fail dry M
fibs thicbhess) . Electrodes shall be Fo-70 series, low hydrogen,
stoxed in aocoxdanoe with A.W.S. r0gAXWVnts. JA1oi1,
9 rk' VN LONM (PSF) :
TO be used t rhleswrs otherwise noted on Plato • ,.. _ _ _
Dead Ivacis Live Iroads /PAX /� >" x - - cv,, it
Movable .partiti,cs�a . 20 Apt. s. 40 ,r1 Jv fir:ry�
5usper�ed cxilirg 10 Office Buildings 50 ��/��• a���N - �--
gnofing 10 C Tiaors,8alo0ftI 80
10 StiOP CF WDM.. ; E
cmtractor stash ripply &hV drawings. submit two plans to LsYa;4�J �JU7„E for review. Indicate issue date or latest' revision date of relative / --
structural plan (s) Prd rhyme Of perwn xes*partsible for rhec3cirg• *r' • ®'X /Q''Ga+•r _ I��
draswirgs srhall beat oontractor's stwV, 'initialed or signed certifying
to review of sukraittnl, verification of pgo&Ctss, f i�lc, c�Klc, i�
and' field conutxuctJm criteria: coordination the information
within the sutsnittal writh of the work and the contract dot's
See • Arrhitecrtur -al for all waterproofing riquire va ts.
12 �I N= ATiii CODES a
A This set of eAvetural plans has been Prepared to the brat of awe
'knocwledge, to fly with c4nte �--.�► o r
V
(fin �»
ele rents are used in. the project contractor
A- 1 f .precast concrete _r13
strictly adhere tO menu facturexs shoring written reoawendatiCahs. � - ►!
shall. y
lace nonczete elements, the contractor shall �'�� tt- W ®/t
For all other'. P,
follow. the prooe&m listed below. s - trll o
_a Sf✓r� � ! /X
8•• FOrrres and shores for concrete slabs and beams shall be designed by the � �P/LL G"R•o� ��"
General Contractor to withsttan the dead lead on aornrarete /:.�auGo��n "�
• of fiver slabs as follower ... ._ . � Q� _ �h
the cumulative. loads s uoporttn9 __ i• ,
sts�,>xual inset is mat responsible far the design,
ins-tallaticn _ _ .
C_ The �9� • including base 8.
ru..
and
inspection of. W=ing -
.
at the
YP
' content of blodu shall not occ�ead 3St of. fatal alaeo�cP,tiort A� ��X !�
moisture ocn or Iw �� T t "! l I N
)! trims linear shrinkage for b1oCk units used f 2rGG (v �'�
titre of plaaertent. %
escoeed .04t (Divissirxt 'S') Mortar ahall ocnfoxm to ^/ 0.ce�C..
for wraps shall root
AIM c270 -73, type "K" (2500 psi) .
• ter! Gesnearal aontrac'tor shall be• , ( _.
Csar, II in irascnry are. to be anticipa G� contractor
• fill and Sealing all
,
respocnEible far ir'9• hccatiat, descriptitxt and size
to unit to &gineer,- in waiting,
of all oradw- and pro7poeed rethods for repiizinq said cracks •
used, see notes .on trtf =Dd
If r,&inforved hollow �units r
cm this stet of plans.
load bearing Y
s
■
1
.LPG,;•. ,
r%' . 10 %"-