HomeMy WebLinkAbout120 N. Oak (S-1)7 .20Q
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C. COARSE AGORS/Ar k':
Uniformly bard,
Tr7".A C
E. -.WATER
Cleitn fit to cYrink.
2-6
COPNCRETW ail ill. conform 'to the following ,roghire merit4
A. STRIXIGTH
-tiot less than 2,509# per square inch Compressixe, Strength:
)3. PROPORTIONS 'C'E;IlidEDIENTS
liot less than' 5.5 sacks cemeqt. 'ax'd o cbno'rete. '-,./i*OpOrtiOns
aggreiate'as s to obtain strati th...,; Gtent
more than 6./S gallon per sack of cement. Admixture as' 'directed, by Arch.itecte
.c";■ ItEAS'AING GE, INGREDIENTS
Accurately measure eich;■;batch cement, aggregate, edits t1se
approved' irleamiriuk devidee only.
mum of
stft.:twattra
donrnows
The °Genniel, COnditd:'
sta:�
rm
made4.'yerst' of theg`
repeatedOopi‘s,‘,
CONFLI0TS',„'"2. A
In case, Of conflict':
Conditieni%/Theas
APhICNAI;
A t
VS the- Architeatee.-
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t
5 titit the;conati•action 11uildings".
a. Architecte; edition, is hereby
fully.fai hereto attached or herein
c at the Aiehitectii office.
ilowing'paragraphs and the Stan
4
a °General,
means *tiPProved the.;Architect°.°For
tecte approvel.". aAa sillict6d means °as selected
Where the' words uor.e:1, 0 1 M Jame, the Architects are. the aole judge of the
suitabi/itylidettie proposed substitutions.
SUB-CON °TS
711i SPeatfS
Divisions idthise i tions conform roughly to customary' trade practice.:
Zis They are-used for theitdivenience.of Contractor only. Architects are not
bound to define tne mkts of any sub-contract.
•:.6. LINES LitEiS
..........4
(4-, A. ES1TBLISRED BY umuma
4 7;- Lot l ines restric '-1
tioris ancr one, iaench stark.
i; B. 10, BE ESTABLISRED YAINTLIiiitD 73Y CONTRACTCR 8
I All-other lliesi leireliiin, d benCh narks necessary for execution g work.
:4 EaPloYeezePetinit surveyor tO Ast.Vi ant work; be responsible for its aeburacy.
IIMPCNAICC NEAT
1-_..,
A. AFORE ,r0MAIENNT NEATI$G,'FIANT4S INSTALLED
Furnish' hi Gcattractorif.:as,necessary to protect his trO:A.,
"`Y 1
Angg 32ISTAI.f.ED
oi inaT.,,Maitattendaecetuntil completion oftilting
'4
1 t� ifetifY:Afehitecta 410,1a118 hoard' before heat.de need
I 1.'' 1
IA:ample:I o materialb teeter if, arid when requested.
'i, :PITS 1
Ssii ure and f�• Perinit, and. all'other relu ired permits.'
Contractor
gone thereof, inoludea all-Feslaral, State
;',ceetpt State Sales :Tex..'
1
11.
-State-lice ns' Bbnit3.72t ComPeny, in form
ponf v 'fito ^theifollowing r�qeent
7 at Coiitro4t
tao .3..2% of ContractZ.Suiw,
GUARANTERV"t,
Oli of final, ea'Oept.- (Except
'itake good defectii discovered
13. pft10ii•OCCUPAilt•.- portiOne prior to
Stiinne.tc;SUch..occelniiicyliiielf;not;cceastituta acceptance of the building .or any
-Part tharidtic- Ts- 4. t.
1 1 GENERAL.
WORK
atiiiii1; of these :specifications.:
^Tmonissiesten" slid Other. reit:ranee points ir.
lifehiti4ints ta
be owed
L
ti•
"S- Ableavataf,
E.
Stou1d 5ear stirfieei•:* Bottled by inate,iiiee,frOst;:15emievete,
bearjg at
i't4=!*
Bric aix4slifxre'ai.dos•or's*ivatiaigil aa'nediaearT isiP°
t
1-4. FILLING ahAll Conform to the following requirements:
4,4 8
-:'*Sae 'fatrif•,;f 4 4S
CLUt
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tzieriiit0774.6:40:.it-be,;
D
oeitalitE7=1,
A. GEWENAir Ramoie ,debrand decaYable matter from'all ftire,:f
Use compact thoroy. Jet acco "to at idrd 1.
praCtice'fills over 2 Peat in depth. Obtain approval beforajbackf411.regiagainet
concrete Walls. Wake fills as early as practicable thereafter, for more tloroilitli
settlement.
N
B. FILL UNDER CONCRETE SLABS
DO:Fala by whatever
slabs which develop
2. Fill under
B. FCREf
ec,i, LININCrk
r-
tt
1. General:
means, necessary to prevent subsequent 'settlement. Replace
settlement cracks ,uring guarantee, period.
slabs: couskraded ever.IY.trom 3/14ff V: 11/2R- 14,04:06;
O'r
C. F WALLS
1. Where are damproofecis•Fill with gravel, as shove, extending Iran, bettfom
of footings to under side of surfacing at finish grade.
2 Where walls* are not damprOofed: Fill with soil fici: eicavUtions.
GRADING A. A. GENERAL: Giiide entire arew,outside of buildings "t sm th';
ground away fro building wills, to facilitate drairtage;'_'Grade'to'uiiie levels or
slopes between points where grades are given: 'Rod surfaces, itt. abiUpt changee'in
,levels. Should figures conflict with contoure, the figures govern.
B. LEV*: Oride 'areas 'outaide cif building to the following levels:
1. Pa'ving,' ire73cs and other surfaced areas: ..td of surfackng.
2. ram areas:. To i finish grades, with minims: "surfacidayer of 14'inehea of topsoils
3. Planted areas: To finish'srades, with minimum surface layerf- S.-inehee' Of topt;oil;
C. SETTLEMENT EROSION,
Refill and coact areas which settle or erode.
1
MISCELLANEOUS lints shall confOrm•to the following requirement:Ili' t
A. DRAM, TILE
Best givide Perot:a-terra cotta clay or Concrete. 4 in Ch sielk, unliasa v ,etheivise:
noted. .Lay with even and good fall on solid eirthled.04ren jeinta
telt. Provide where indicated on drawings. na to sewer ars called for
under °Plumbing"
2-1 onzat.i. CONCRETE
A, 7 FOREMEN Employ experienced foreman for an concrete work.
B. LABORATORY TESTS,: concrete:and concrete laaterialse Omer reserves right to
employ and Pay independent laboratory t�-do testing'. Contractor shall cooperate,
fUmish.material f or testing.
ter' exterior and interior expoeed concrete erurfades.:2,c5/8:'linch.fir:plimiod,_
C ECRU' TIEN; 'APproveCrelovable form” bolti. Space not more than- 4 'fist .apart,
vertical:1Y. f
D. rnit,kugatititpi TOonistruet forts -r eccurtitel:v, .braee" be isiFisciiituid:;:aiikelciine.L
1..1.;ake pre
.:,:tig§i;,:t6";...VeWeiotipe. of'mortair to airad„ tdralitiOd ta..::'PrOvidel
tAiiikbitn
,Oi.yli 8 for ..cIeeling.,: S.et An*
',a in
1 3 3-aae f r i.' 1 '1:' i' l E. C(ATING 'FORMS: Coat 'plywood' with approved itainliaa 'form' 04.1* it,
FES- ..-1116'CI*;2*::::;Ptilfbb,a-t.-";:ird‘3: -Sia:71,Tx‘eti' d::::11.1:6134fSliaa:ii;eie-:::,-11::;'11;ii:31:44;i4;;I: bef 70-4.:1168,,ff4,,m:1-',;:e..-:
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0,4„01.?„:**„..,..0.,,*it'prie,viciue' to pou Dol4t Pai-ft(ila"
1 li nin ge. 4:".,:_ ti. r..., ..:1-;;'---""-;`;:":1'.- '':'''."-'6.--:'' s,
ts. 7,:: '1 '1211:;P:47:
befT
_.t.„,,ceilpoila.,,t?tili3 fc41.:0;t.-::vb,,,
.;1:::igailj!lllt,..2:4';431:;:t1!-!4!1:rcl:a::li-i-4! in td th.:4-:1"rus1t inh ibitiv e
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lal 7 meta
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t a' aur4
Micurwrigid1F.- c
f ',A il 2. 21, 1 '14- 1 6 41 teui -...;abe i ti ohaeve, riett
D ihio
'Ail,TEMS-. jeOififora..tO
4#4#4.°4 -r6 5 4 4T-ti4#
_,-_-.:1-: -'';''-'t-'''.. :...,-1-,'; 1c7 464,,e'...7.-':::er,-4-:'4-'''"vel.
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c. LOAD TESTS, Should test cylinders a concrete fail to Meet specified strenlith-reqeirei-,
manta, Contractor shall make load tests as' dirticted
13. WORE ON 'CITY: PROpERTYil City' specifications Mineral:de: those irittea hereinafter,.
Obtain and pay for reCuired permits; pay insPection,fees.
2-2 FORMS -ahall conform to the following require
nents:.;
177Y= BOARt9i an or bettor fir shiplapi nmind..1 x"6 or 8
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