HomeMy WebLinkAbout120 N Oak Street (12) w EIUWM A. RrxsLLMmws islEz / 1 c
S P E C r I C A T I O E S '. ' ltasvaaa t a�, �°i • -�Ow�' u, RDlld L Atone ` 2. Ma t t _
epee M !► i0' t 1D df��1• eatmrr 1rn maA'm[ : !Peeltiad casino ruetursl A as b4gal•.- • m apmSrd -� vlbratK'm effective :.
.! . ,• - wrfmwa of mark adiatefbed, level sed Ob6fi'r�9rtsi before poarlri[ .
.'1• cnr�C-1 C®ITIOh9 - .' 13. riots, Bta9s1 A IMLM raep'"no wtli F!4 fa •, .yam• .po[h mere fares to
.,. y tyaa, - Allow ether trades time sm,f a tinea to Small tbia vort, awful, effeetivellyr bet acid dou[ing fon surfaces, .
- The 'carol oamtlttlAgi tegrRRA" for the constarntion of Re11ltmgsm. 7 _ - P , \
StandPd fon of Elea >rgglgaAe'ef Arcliiceetm, haat edition, is be»y C. 111E OF 2-5 � NATatnLS XWWL C3WON TO J. Ration K s ?i�:
made a part of them as felly m St heolto attached or brsa f. pawte to solid beer , at let le'1,ms�.0 brim finish finds• Drswlmp ghee PdV.CRnG�101RlimitS, p Gorr otg eetlh� N hod.
. rap«tad. Copies of r 0arditemle mi be seep at the Architect& office. castnart quwaltiss. Adjustments for variations will be made by unit prices. -A; I.�T f
. D. ERo� tphask factiars" Till with em,[er ane Ca�tv,{y ter . Do ant b b . rhinal label T. TDR a 92SATIa
.' 1. CONFLICTS - .4,. t t '' r a �` s brvdor Ponlaod AE1t usutip t 150-lyre Deliver in a t 1. Ton .m internal wlbeddnt `tv^ t .
cava WM Alli Darier fes Len._ ep tree hoe aa•mt11 umed, m
i fe13e!dr'g Par" and the atbndard 'General .. -E. ►IR T9( - 1 magma m'i least 20 seawdl par
In came of calu et ba1'iem )a, affect@ serface of area pang e�[ taapayE s basis of risibly
Conditiome' Thee /hall gown. i E. aTa d} s1CL�lTLROr Say «nett v♦daa• reatiap dry and me fres Ret. , part r ,' `MMMte. 1�1 arrseW rediae, w•�r1aTV�[ eaaa
fMaad Unlfo d dor•bi Salic oT eltlyz s•od.or en
• - f 'thenad Re euefasma M b water a< sow t,.rewcsevaa to aolSe wished b Aron all deLteriws atter eded •s Coll TboawaK y - . 2.
3. Apply only BMW
APPBpDAy j
bearing at an aspsaa9 to dwr. 1 R °7l tf u - ■ e s• -
-'1F,--�icrd •apryred' m dad land., cue 'approved by aha I�MIlt•.•TK \. Per vent
t approved' s►area •fo Na.AretlttKtt' approval'. 'As NLct6d wtu •u eslectW - !. EfiR� - s r • �. .,�o a top far satiorlatary ftsdablagg. and a Arica[ woe[l was Yr
67 the dw rung, 1 &Wd oma a1W'a Sid" of emuawti► u M"0=7 pLwwmt savings. Repair SCE®( NO. - --�
f $Iwas and mmme•Ms. 'amsw,elor•A.g before b..ktiil�'jg. . 6 �InoMi M�L� . , O• Ahnn= a NIX
•��Gi��VJ. SSS ,. 6 IOD 9S -now trial Webw u directed by Arc1d%m%.•' )Wnt roporticm of tiaa "t..
l U word, -or equal' an wed, the �hdagta'an the mile floe of the 1.4 YM.M ahall conform to the te11owilM requitraatat 8 r 100 B5 4O7N�ar ll not
grte �nt rr, m dlrNMdr ,Tt9*eMtIos of uwf a
qual'-ty and smitabUiy of the proposed subatitu long. ' ts41 .
A. GMIALr Rsasw dglrL•and uleckyaDL Mar from all wive Gr'a 111�Y[•- Jap �' 0 40 -
5. 6UB-CRIAL(RS Vat appromed-.nteri•W4'*r !illi; chepact Wroly. Jet as a 1taa�tru SP., _ 30 40 2j`i CC�fOl10 JODRB L IfOPM� sa•]3 ms M ya.'
- v Sn these epmlticatlam eaten roughly to aumtbary !reds practice.
pr-aetiw [!came• over 2 frC is deptA. Dbafn approval before beektilllag apulmstIGO- 12 ee;Q . .t1dLnmRm[ rmgairm,rlea
They an used for the aeawnlasw of
the Contractor only. krW is,ta a» not concrete calls. Make fills as early as practicable thereafter, for more No�rea 206 e 0 - law lltklcari ehamewr t
bawd to define the Halts of�.seb..amlru t. t
settlement. It O pear bet 7r prem loallM•lits cot praetleelila, stop
I.D185 4 liFIIB R. FUL UNM CONCRETE SLABS - 1. ID earl►-Sg�praed slab r
fi O� le aeeralt - Uniformly bard, nb]e particles of either Ltanl or lard stone. Thomr[hly eP a s o only.
t Lot 1Lr,.res triotips, and am bmeh mart. r e eapael.by whatever means connotes" to prevent subsequent wttl«wt, Replace wai'sd b rsagve lam, i'.iattarl Ptak a ollaws -
• 1 alsha which dsvelnp settlement cracks dmrirg, [uaraptwpsriod. f PAr cera Drsslrgt �' 2, Its other alaba, Deas and Shiers,
- - - ���. , 'even w emreK pr spa:, vers lamer of s
P. TO HE ISTI XMW W nimma EY CONTRACTOR - r
All atbe# lines, level. and bmebisrm mceasary for extmutioo of waft. 2. Fill r Saar r slabs I - - _ SQUARE OF'PM MAXIMUM YIN epu. P tsD at riot ogles a dlgwttm of
lteploy campetemt wrvgar a ]q sue Boni be responsible for is accuracy. a st�i[r•ded evenly from 3,14' b 1 I/2• is sill. Dli>r _ _
` - tt . ` , ! + 1.1/2 inch 10D ). Its wi I.;
a
T, TWPOMEY +� e..-. ' V.-iA inch 100 95 � en1y,_ualmas otharwism directed. G„
RUIM RAR Lm INSTAjd.ED j - task 70 40 4. is allows and mallei
PuendM y rnntracter, Y-lteaesasrl to Protect his work. I i C. T LITS 'fi A inch
� � p � r o &tire[ Deme er girder. Allow time for
B. $ T �� PIARt L7.DIS[AIl.�' 1. [M» wile a» dsatprwfed, Till with gnwl, as oleo., matamdirg fzcm hoCta•" / sarLrkap baton eueoeedda[ pew. .
+ Aft" till ltmylzh 161 Oma attaoyrra until completion of building, Contractor ``T or W • r s of surfacing at finish grade. D. ��••gy, - �qJ//
to a0ify Arelaitacts.At ISM! 1/ Da W's before heat L named.
/ r . •Uanz IM' made by Dewy a Alai Chemical Company,.Canbrldge, you: or ual. B' iON�•'Tl� JODifD��aed.deet
t - ♦ 7�t«bd to cublde fors to stop Snama, Set Strips
a , - 2. More Sells s , not damprooteds Till with soil from excavatio... -., . r
s 1f •�_� R. TEST - R. NATTA ._
S11�, appraising, 3,v 1/2 ,...a.bow Isom edge at
�i aspl« of✓serials far Cmstim[ 1f and glen requested. 1 . 1-S GRADDtG i _ - Clean and mit to drink. ., pert«W 1.n1 Carry epnmr.a .
9. Mors - �f ! e, A. GN7I3LLLt Orale More a»s.wWids of buildings to • iootD, anew. n'i'ts+►. RI°Ps Z� r� Ishan eogYbn b the tgllo strip.
} 'Taman and iaV for*a;" peenit, and all other required Pmrelts, ground any from building sd-ls, to facdllaa drtinage. Grads to usdfder levels or fE !dn[ nquinme ts. :2. ]t✓ells Mlw�eyr
.. �.- } elopes between points whin grades a , given. Round surfaces at abrupt changes in - °Tref ply. _
Not ltea than 2,50411 pel•egi,ara -inch compressive stzm�gth in 28 days.
.r
10. T1)QE levels. -Should figures conflict with contours, the figurer gonro. e ,
emateasti< yds wood variations thereof, Includes i11.Federal, State - P. PROFMI07S OF.1NOMIENTS � � I-}�amla
and loaaA'tunp YReesd th AAs, &rcpt state Sales Tax. - P. ilYEISr Grads area wtslde_of building to the following ]wwls, Not L sq than �.5 maoks ceWgt.per cubic Yard of cioarats. Troportioor ret _ ■Oe►e tour dye after pour, or dee dirweted; w3ihR'M toward Smaidm ej Hall,
_ - 1. Paring. walks atd.atler surfaced avast to tmderside'd surfacing.
a[crag•a. m, red to obaln 9Pacified EUWSQI Total enter cen4M not 1 I Pill hole with dry carat matter.
'Sbe 6 and pay for surety bond &lewd by State-ldoarred Ban" Company, in fon - 2. Len areas, To finish grades, with mdnla surface layer of 4 f..b. of topsoil. 6.TS g .,»per a'ck of cement. Adsizturs a dimoted y Arcbltects.
N. - H. TRPS
.• .300and bemirl the and emfcafaf to utas fallowing mqulr40mntstNit . C,' ULSWI%r or BIMM EMTS avow m17 atter taeerea W thorol fg
3. Pleated Areas. To finish grades, with mini" Surface layer rel f inches o1 topsoil, - y daltad. In w aao�.st11 pg. miss is
200% ofcontrast 9m. 1 Accurately'measure each.batch - rearm; aggregate, ado* hes and enter. Use given by►re►l4cb.
PalPa3agest le claw - - _ _ - _ approved mtasurigg devices only. -
a asagt anew -n - 110%% of Contrast Sw. C. Refill nand a ms t a - ti 1 '. ``2-11 .
r7atflmeea elmmw _ - - - - ]0f of Centres! Sum, - Refill and compact •»tee tdileb settle or &nerve&. D. MIXING OF CONCERTI C1i1R14 L RmA1RDIR CpiCia'itt
12. 66114RTIS - • His-
� all work urdir this Contrast free of defective materials and work- '14 MISC S shall eonfora.to the following »qulramantar - am, in mixer. rotary load
m serer. Naz at but d caLute'aftq a71 ing:•edlsmte IT. 1•. florub with stiff bristle brushes •rtd vatu•
an >a Selzer, De not load sizer in excess ant nod rapaSt7, and docrusatlaM. 7 rinse with elver vaar, anew steins
munahlp. PwrLd of groaawmte• - ver year from dna of final aowpteroa. (HrwDt � e 't '
where a lwu/sr period L apeallLd hiroimfter.) Make good defeete discovered - But grade porous term nota claeor concrete, 4 inch aim, unless otherwise E. READS-NIX CONCRETE be used t -
wit fes without cost a Ower. i nrted. lawith even and-gpgd fall on solid era r to r for cost _ - H. Rpai L OMTII. , In AS
tithing 6emraw - r y Tad servo] tmdl P Joiner wCa led far I. Approved a agitator
typ pert for coat of uUnrlam plant inepeetor. Repair whenever, fA lrralteca• opinion, St L 409eees*y, and a directed.
' telt. .ride rte» Indicated w drawings. Cwreetlorr to &ever ars calmed far -
"lone - 7: Approved agitetor type ET'asks.an used for baallAgr and.
'13. PRI ace t•. under 'P1mD Owner -
t to res w.oslyf psildlange or portioM thereof, prior. +OONC%tE - ). Conerste to pr osi! witlrL ter lour after war L introubtwd into minor. - fat B T]pTS shall pmtart to the follrnrLig rgnixgsotet
capletlm: suety occupamq dor met MUStitute acceptance of the building or MY 2.1 .DEt�UL F. cl.EA Im Or EQUIrdw - v,'
part thereat. - 1-�Oq�l, deploy experienced foreman, for all emend work. Clean n - - Namolithie finish without topping.
Szlnq and wnvayloq equipment before any afar pCD pout;. �
1-1 ORIGINAL ' ». B. IADMATORY TESTS, of omerwte aril concrete material!!' Comer remove ht to
TIn 4W XMCE FIRM
r�TAFlW Past IecWICLL A ELWMWI,IM _ w to enB 2-7 PLACING CONCRETE IL 11. Far,imterdor grabs t
L sailed for under other Divisions of oras e I P Y pay l.hppandent laboratory to do tsetiM.:Cgbtreetor shall mcimrete, )C�PI6"DMTWFCR rGRINS ��6e.se nrfaces free from tm%ml mark,. `
peclfiratier. furnish material for testing.
i Do not pour concrete uuMil,
.-C. WO TESTS, Shcndd test 1. Reinforcement and other embedded Iter are placed aid aoaboied. - 2. Por arterior slabs,
H. Ca/p�T3 cylinders dors to crena fell bon rim! s 1tLd-strnRtd »4rfre 2• Pons a» almond of refue, and are Set and/or coated u specified. PlTri$we aarr carpet flogtj� Imw sUdbyy reghrrd surfs.. ka& oft
Carefully Yimta ion bomb marks, maetrnonte and other reference points. If manna, Contractor shell sW load est[, Y directed. -
disturbed or destroyed, m directed, 3. Concrete left on fans or steel from pnviBus pour hon been raw Slab M dimaad; :oral 03940 a 1/4 inch redius.
replan• Architects give
D. Fail ON CITY TROPERTYt city spetiiicatioca superesda tbme writtwopwimalter. 4. g permission. - 1 , D.
an
c. VrnlTnm _ -• Obtain and pay for requln{ permits; pay city inspection Lam. - CLISl 1'�PtRI Tat ud, em nt.
Protect s10`adti pea smesmtmrgd; artily papas eonimg aa. Move - �- D. M,fifICE OF INTRRION TO PDDR _ -
inactive or ade.damsd o111ittes fret within bud lanes. Plug or at wt Notify Arshiaete at least 211 hours before an expected poor. 2 wide fast Olen 004, VeselyRaged" fru LM dealt.
building sap >< 2-2 TOOL4 shall eonfofm a the fall -
3 fast Outside of ton owl.[ raqulreoents, .
't - - dry a eras as lstgmq before ad" valine..
1 r E shiplap, C: PSA CE CDICRETE, se follow) - Use driest aesteartay whirb will work Preoarliv,
11dlmg.. r � - �'}Oa BOARDS, 2 or bettor Sir ehl la noalnl 1 z 6 or 8 ineb, 1, As moon u pouSDls afar leaving risme. _ -
-` �D. aICEsS 4A SBCaLOi ON it!!R B. 1IME LIEIIq 2. Rl t segregation or lose of tee , - �y D. E�IrM1C Fain
Provide cad place additional artsvid if needed for fills. Ramgve from site and ( 1. lir exterior she laterior Axyosed emente surtawm, 5/3 h fir Lgea1*gr•dl•P
_. •dimpose of esmeae and mniabU.nyCeriAL. •' 'Ryton• eredm. plywood, 3. In layers not over 12 Inches deep. \ - e' �. DrIng sufficient mortar from oLb to surfw for >lelsatrng. Pules a spmi lad
onat
spl
Z. 9OIL LllI11G TL9Tm - Co TOg TIM, Approved removable form bola. Space not mon them 4 font •part, - - 4. IkeWit -el phant tag forcer or aril abort. ' I Tse✓ to lfer svw
v •5. Ilse elsphabd trwnks• for Emil pours; Ewan mrLug to maintain Lel plan. { j$ E. True t TO EPA -.
NotifyArchitects.*ban footing am"Lians a» completed. Provide laborer . horisontall,Y sad varticall F _ f, _ •.
. equipped with'Ste l bar !as set a exceed 1/2 day.to test soil under Arebltectil ' 'r T - -E" CC�Rpf.T�uguar,'E shell be performed u follont 1. - P• �� MOR y R'fdtd, 1/16 Saeh per f��umleso otherwdm notal.
direotdpr. Do not plate feetmgs until Architects approve, . D. Tat TOOifAySRIp, Construct Sores accurately, Draw to be stroft s.d,,myie r - Semrae eompac e, uniform onmrwa. Aria from pmnl paetet•. Till'fon camgaletelY. ' l gmww Sena replace, torn •o directed y the Areafimoa.
T. DnIR.ITrOs Make rlgh£oto prevent of mortar and to avoid formation of rim. rrartoe mrrdund reinforcing steel and ottiir.smbedyd Stene. Rgpley elenlwl vibrator '
s for T u�
./ Existing buildings, ieela" amdatla , will be rwooved y others beton _ Apiece. openings soning. Sat toes ]SnlrtE accurately, taatee elaw1Y in u hereinafter specified. supplement vibration with hand spading when un«eatery, 2.53 ]70 i NRDIG C�'17i r. -
W J directed. r A. 1. 0mrM
opentlpme trier orfs frmtzeate'ue&torted: E COTINO FORM, Coat plywood with a J. '�. ft9sh ooecrsa Iry direct rets of run, dryL[ !dada ab wan y rel..
:1-2 CLEgRl>4R t Ppr'orld stainless fore all. TYPE OT YI]RATOt3 _ r
r-T}�- -., 1. Int._ tom. / Protect from all disturbance until tlorelF hg3aasd.
1. Nemww ts+ee, u fa11wa0a; i F. RTTINO Pa l aSprinkle shdplaP fors with water lust before pwring came. if w ever mations a» sufficiently large to acaaamodmb ffis• .
std to sun, pnriwe to pouring to prsvent,warpiag, Do not set tan - - 2. Protection from ravions a
• ar'eu b b aSsgtpled b brildlgg'W oLraY Liproewma. linings.
n la freas within 5 fast pbadde of building lima. - Iwlsc 2, Pont , !, o tb 60 dmtrmgo T. area eine is balm 40 degrees F.
(s Lswdrn •... -� .'. . p P dyreem T. for 4 b
. only dare m not dr9wLgs: 2-3 gg19Ta•CID sections ars toe aSrlI to aamebte internal type aM, am [w owenL slow ya.atfeRr poaria .
1.
+= SIEEI- alrrl emlon to the following »gulxrmevat Supplement to'Sntsrnl,vibration, for lmpnrwat of nrtlml s9rfaces, f r • 1``-
2. Nstied of rgsnleg tames& t getoeeed Iw,ra meds free b11bbe 1� - B. WRING
meoner t to taws to music. . SIM mpeolfication A 15.39. Gapadntmd, 3. Phtfarn ter ac t 1. sarior slabs
dsmmp uncoated, from rust or loom Sucre. Du inteeredlaa ads throughout. OLOVen th other
Ranges stvmpm*Rg gloats to 2,fast balm finish gra . � gr' e, Use, nueon E3-i types, to obtain wtisfaetory top surfawa. w n line seed, Y«p wq at I" eavam dqa•
t• B. map nakrme
3. Pe6lratdm or cress to renin. r. C. SIRE a CORSTR MON Or VLSRATaa
' Y eMdl eempletlos of contract. Contractor Replay and Pte engineer approved by Arcbttects to,pupate. Iasluds complete bending ' yturdy ction as r w Z• Interior snivel fiaLbt
Protect, i 1 i , and placing its[rams. eaal/�+w . adequately Pore ed. >c mea the ),6Do LpuLw• Per.asm.te w Pspar� sgimallaatte, .breendda•, or equal. lap
reepemeible fat all 4OPW to tress. wen epsnti der load. Intensity raficlwt to cause Concrete to f1m ag f joints 3 Inches, Nal with vabrpaaef wmmm►. Eabtbin pmotyction mill
settL nadl Into place. Must risibly affect 1-inch slump concrete over redLus buildlmt ls completed. a
C. SUPPORT Tent 9fEiL of at least B inches. _
. . STDMIPS, R0bt9 k RONI1raS 1. ls cawed been o; aLbe; 3. &!bene eolterebae
L -Rewove,'b a dopta of 2 fast balm finish grades. - . -
.. - ` A ♦ s meG1 claire, pained win ✓Est LuhIDltlw palet. D. Mllg[)�l'ON 9IH1AlOt5 -
L=-army set for at let T days afar pouring.
C. GRASS, TOW A COMIS, ` * 2. In slabs or boom to be covered, - - Sufficient W secure complete ooyaction at required rate of
Roaw.fr•w site surf dlsposm of, or burr on site, u directed. * " ra o or u , painted as abeam. ern extra vlbmt* of each type.m hand for eaergenoy,use. per' leen at lust ,* -
SICAVAT142 mberld aonPee'to the IOLUW ug'nqtu}xemS1tte, ,-. D. p jL yi'ER E. lY1(IPIILATIa ter FIIAi►TR4
3r"l'wm, for [radia[aPMmttema lsnlmattf sbemit7ds strip aid pile topsoil, • Ram acorn M _ age
r
if available on stage,riff bury so be Oeee►ad y improvements, or whom cuts ` Ealy. men rigidly. 1. /� t , _ }} T C M 1 A P[L L 1 di KINK • gl
and fills am regeasd•. ,i 2y _--Malta""nT TM, Wall e f , e -O ld to rose's in Such emitter as to trait viburation •Restively. q• R C H I T E C 1 S , •e •••••. `•.t•..0 ..+•�.• N.
oufoa to der folloleg raqulr'manae Raise in lifts u filling off frTpsi premada`�1sSub llft act won tLa height - ' , """r• . -»• ..- .r • 1'
., - - n • i• �•"° • a notgrreater apart than e•a(dlue'iUough nbLeb encomia l�ltealiblj att«mid. s s s • s a.
Of 'war < i9t F fR£ s -sa. ) n►.�
�_�]RT ANG 4�t2
s . _.._ _ - - acme
n