PLANS1 4 -
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I. Ii`r�ULAfE ALL SUPPLY DUCTS o Tti I - t DEi•tSITY
VAPOR SEALED FIBERGLASS, OVERLAP MATERIAL 3 ", STAPLE
R SEAL WITH ASPHALT MASTIC
1_;,4E ALL RETURN A!f7 D.-C i'.' "!'.) ;'llZFi7
C r SUPPLY DUCT tYITH ,, "i12 *..CT LINER.
Icy
FEET
E...NLOY TURNING VANES IN ALL RECTANGULAR TURNS.
t. VERIFY ALL DIMENSIONS AND CONDITIONS 13Y A JO8 SITE
I N SP KCTION.
_K•' i`,1� I_'t}l r
e
? • -H
a 'c 4j
f St� f+r■':11 y . J
t?�f1t1Sr phtt�,rStn tu bjtct t±► ljattr,._r a ,,.aO
", e1zc[rica an.i a , ?r ,�. r � F
Village. �. ,
�,, i
The Architect T " j
yktt�2Q.3! f
tr./toll/ledge of �C2 I� t � t die3 ^ c f h tt•in, Ali �c fora o <. s
i ce:tfsrc;:_�t
ho totpreAle: it f ) 'sriri ..y3ecd 1 _ Y ,
-
cousirov AIR CONDITIONING
for
•\ ti .- r : ` ' i d � _ . - 7 ` 2.
� -
e;.-6 6
/L SEARS, ROEBUCK & CO. ^VP
throom to a height or" 4'6" ' t
4 3tanaard. 13zed tii `,b.'6' at t ub1:4bove' finish _l ,
.. , 0,. ,.. ; e� �£ o0
Cohen' dra,inboar'ci3 0
and splash boards to• '44/44
x 4 -1 /i�" glazed ti..e,
All ;v1r dow' stools to be { Cul1_noseo glaze4 t eni o
bull noe: to _ be 1/4" past the° plan "der.
All= strips and moulds nea to Poke, a complete ,jo b', £
sha11 `be- furntshed and set ;
Bath?oout a 811111 be O,f c o lor as 3eJ.ec
eac bathroom: to receive a woven' piece? • et. ` •
'LOOM lA - Steps to' - - - »Diamond tread red
4
SHiiET 1EFR>t AND. ROOFING
R - Entire roof 'areas; shall be first covered With'-36 lbs
roofing felt • : Felt: ahnil ba. appt.ted tq: have at least., e 6"
horizo and xert1ca.1':lap ,tth verticals eoints staggered
arid`n . large, copper.roofing' nails. ?site . on .
,ridges' shat . lalf at least l2" bQth; ways.. Follow with 90 lb.
felt svrabbed -in ",with piteh, A11 roof'": areas 'shop =vn as having •
sha b e',cove re d g hingle, cement tile. Ali tile
to be set i morOr, and any further ,fo nner in common
p ractice to insure a perrrnanent rook No badly broken tle
;,_ d
�► r, ccepted s lid a1T'`: roofs must b.Q` swept' down and• aT can °
of any n rtar::or tither` debris; and]: eft in' good ,condition.
C0 .• the contractor •snail t` urnish all labor, ru3terials
ra sca s
.., s froldi;ng, implenenta etc• 'necessary, to epmplet,e
work; i nel uded in thia section and in a rr►anner to satiety. the _.
required�ents of t1? ,.d8psrtr nt': . h v1ng; Jurisdiction. All;
e
Materials shell be':, iew and, the: be of,thir.. res ective'
., ... . r.. . .�.. ,• • .. . . -. p inns.,
and .free `from all defects. The approval. of any materials;
however,, not t:e conai,de as-aceptanee'of the work .7
*hers installed, should.such u6ateria preyed = defective,
, :All
woranship, shall. be ftrat olaos throughout' regardless `of
klti ;`aor `ouality_ of materials Pluribers• shall_ rovi'de from
house tp `septic: tank ell "connections required`. or" necessary.
lw'
Pbere :shell provide hot and cold'_; water connectio. ns t4
lav t%ori.es tubs, _and. $iru s also Mt._ water` hose;'biba where`
shown, P7.iunber, to cowrjeo a11.. ante and soil: line to one
Z00 gal• :septic tank pi foot;`dr'ain' tile.. • Allow. ' I 0000.-.
for One gallon automatic: eleatrid iv 50.00.
x , ate{ heater,. •see.:
draWingsfor location.
PtU .AIl 'F'b±g
PAINTING
GgNiR�1I.' -- The an'd inst uotioris -bi ers'a a
- _._.. a
�. dd s plie
on. the general contact, apply teo on,the painttng.contrac .
Pittsburgh paint. or equal;,_" Th' . {+ark: to be done' by the
pa nting: contractor include's tho furnishing of all material*
-labor, tools and equipment h ch shall be required te, complete s the painting and- finishing'of th ® bi il.d as. sp ecified.
. -
?REPARATION OF SURRAG Paint - contractor shall be wholly:
responsible for' finish of his•ltork a°nd therefore, shall not
commence, any :: part of it until surface: -is in proper condition
in every respect. I A11 knots o; sappy spots shall be gLtven
one coat' of shellac - at least ten .hours;.before' painting. A11
• necessary. p�ittying of pail holee, er`acka and blep►iahed shall..`
bor don "alter' priming coat' has . become hard and dry and before
:second coat is applied, .and putty ,shell- match{ the shade. of
-finish coat. 3ee.last paragraph: for 'aela and soffit finish.
EXTaR.ICA •: °i?ODt :GRK. PAIiITIH r t li Priming Coat .Prier
according toj, directions. on: tl}e :.package:
2nd & 3rd Coats. House Paint a9 received in the package o
thin elightly, if desired, with L eptyne,g`turpentine,' Vi.toloil
or i indeed :oil. ..f
EXTERIOR AND INTERIOR IRON & EEL .,`1"F.IL 3ASi# AND•'C* AYENTAL.
X RON l.st Coat_ Apply -Pitt ir'gX inh b ti,' ''Ted' Ironhf
Allow overnight' drying. :It; it advi'sable tha y °first` or sf o
coat' be applied at sho :
::ezp6aed to weather,
. p �f9re {natal. -is' shi pped ; : to site�or
2nd Coat q Apply Black, Gray or Red Ironhido or Exterior
Paint of selected color. 'For brushing use as received. ,
3rd Goat .: Same as second coat.
ERICR PAINTING AND DECORATIt
anterior wood trlit -two
coat ivork, Lirst'.coati Wa 1� ;first Coater, each gallon
.,tallhtde Glass, of color. seieeted for; finish., coat as received
in package. •
- . Enamel : Kitchen 6 Bath walls, grid Ceiling' Plaster fork.
let- Coat-:fallhide First Co iter, each gallon reduced with one
quart of Leptyne or., turpentine.
2nd Coat Undercoater 50-6 according to "directions.
3rd Coat 'crick Drying Gloss Wall Paint. 50-16 according to
FLA R04F
re
p uced with one quart of I eptyrie or tyirpe_ntine: second coat;
directions, Other- plaster walls' and `ceilings to receive, tiro`
x
coats of "Su Flex" caaieri pain
FASCIA AND'SOFFIT' FINISN
All fascia :arid, soffit ;areas that are exposed to be finished
With two coats, of clear varhish, and ,sand between two coats.
Fascia and soffit materials is 'to retain' its natural, wood
color'aa much as practi5
The C9ntrsctor .shall take all left over materials and debris
away f the premises, leaving all parts of the .building in
good in condition, "broom clean" with windows washed, and all:
toola Carried away. '
){sundry, •'bra
.Provide-,hat cold and.aotl` :PIping for future washing urchin
,ete.,'Contact owner for make: and model. :All water, Waster` .
soil oir pent' liner cast Int¢ slabs ..shall, be tested for e
before pouring. slab, `
- � leaks
SCOP1 - ,All : wiring is to • to dune ire y str'iCt accordance o . h
T°= -- t t e
ru les' : 4t the National , Doard o Fire•," o i te r. ,
_ f , r n emir rn and shall be
inq}altsc#.tof' conform to Miami- Shor4s`_rekulatiens. Switches-
certificates o r inspection, ` 'The- enti re' 1 out si.a
�! l.1 meet the
a requirementa or- the Fla; ) 0er & Light Co • Entire :systers,,to,
- to, in s tow tuba_ and `standard metal. outlet boxer. All conduit
'Shall' be re so that there w,i1l be `no trapped conduits
NI ttifih • and'. set- all.. necessary: cabinets and panels. or ivusestat
Andy- cor}venlence,QUtleta exposed to weather shal3 be of
s terprcidf'.type{ _The titre syatpm "shall: be in 'charge' of a
competence To ren an at:all' tires, (allow extra - 'circuits in panel
inn wire for ranges - refrigera,tons,, and, Water' heaters, apace
he -tore, ate.) ' Provide'wri.ring.-_ d,.switches :for 1/2 a.. P.
Attic: i`an,_ ` Fan not, - .n contract,
°ItiVrORr;4 isLtoraICAL •, Allow 41):2'340 tor. these. Owner to sell()
ne u e c mes an push .tar In this 'allowance.' _
GUARANTY =s The entire system shall :' be : guaranteed _aga a
r G
- defeet.er in ,material and:,wo`rknin hip: for period of: one Yea
' froit date of inatalla.tion.
•R All flat -roof -areal ,shalli be: first covered with one;
45 lb, roofing felt.; Felts; shall be a plied• to have a 1ea3
a :` ", horizontal vertieal lap, ',.tth 1►ertieal+ , �Oints staggered;
• Felt on rid s.;. jag. ate least 12 "'*both ~rays. . Follow' with
15 lb. ,felts swabbed in wtth� pitch, then covered with roofing
pea gravel, mirai.riun o f ' boo l `per.' square 100 square' foot, '
p l e a g r a v e ] . t o : rolled. into asphalt.;
CUTTING i)RILLINO PATC1lING - Al]. . plumbing pips, ,e1ec £r,tca
conduits,: ete sha ,1,be chased into the walls and to unrlepe
s sary dI Ott trig'` shall; be allowed. $ k : ,
PROTECTION 0P }CORK All finished work ehall,be covered and
adequately.' ' ',work- damaged, 0'14040 the`,
gsneas .of any of _ care
the trades shall. be :: replaced to the ; sati�
la, < . *. 6
faction of the Architect.
STEEL sAs FRA s
` .µAND SCREENS
t RCUG$ :nit', 6Vz OI N I SHALL H S a ; w V.,IA2 S &
AI.L !i NP°713. `QH
WIizesLLIAYYSsU or' approved e e :atsteel`:restdence :case shal,�oent3 and pt
s hown , on. plans. pxi.ng. t, consist f,
Getty Crank Type;'Oparator' and cam. :'latch,' Screen' tomes,
be`:,jna�de from copper b e a ri ng open hearth steel, 1, S shah
be '1$ mesh bronze. i t ad inside arld,Qub
bedded, o
" • Caseinents`..shall ba'; �.
wtth mantic cement,
Provide „flu m 1 . 1 Guides for Venetian Blinds : at ai
4 _ 7 y .
eaah. utility double string
,• All. sash shall be ! glaze�t with " q
Libby=OWens -Ford Glass,
All •sash to bo set in precast concretes' frame; al man' '
G. ''.L j vesa Window Co:: Ino.
._, d b the'Fsiter.ett. ,•., i ,:., ?�.,.
facture Y.
Provide wood . header foi mo valance , '. and •
drapes.
re and g s
i
F, "CUTTINf1 AND FITTING -- Wbe the job =ls substantially complete
the carpenter' has'. dope alt" necessary cutting and' fitting
p
or'the " 'other.."craftenon'a nd tie carefully installed all hiti
own wo>rrk, he go..: over the entire b iilding'eg?tn''
perforun' any noces-sary patching or ref ittinf;` to leave a
ot . ob. - ... b
par c ,�
.. r par tit , aced 16 o.c are to :e for
be x
with "
PARTITIO 12 YetNS f ar0 p a b
- or :2" x low, Pine •: a tuds;' pl �va113, ;
o:` lacer . Double :etude a'round'a11 openings,. Use one, :2" X
' spiked
int Place, � , .
sill and. two 21 x' 4 "0 for 'plate ., Solid • bridge- all partitions
once in : their` height.
—' be oora ci.Q3ete arm, to;have�' shoe racks, 12"
CLU3E_F3 �'
shelves with 1I pipet loth rod dive :.hooks.; Closet
� rs - to be hun So the . bottoms are _ 1" :shows rug height.:
do o. . -
Linen closets .t -.have five 7/8''.' :shelves.: provide, - ll x 1b"
sor,eehed vent in the: ceiling. of Qach- closet, y k
Litt
Fi1.e Nor: H`
2 of
CABINSf Ali. cabinets includiri linen 6,)-9&t‘ i.ri hall,
to be mi - de "'and %.ft4ahed,
kitchen,"-eabl ie etc. .. ,
t Cyv " f x' roiral' fzefore
into " d s inolu.iing back splash..
to` be► fi.n :`pith` tile:
l t • throoms >
s T- " '
I�il:l,:- bmit; s hop drawings, o ner. o .app.
makirng cabinets• Top t ar '
A lio�tanco for medicine ';cabinets
S CREENS - All'. exterior door_$ shed be. provided with, full
len • - th 18 mesh bronzo scree 'tames : shall,:- die 1 -1 /8't .thi
e S •t
P INtSII .HHAltlidARt Y' his Contractor :ehall.; "Mkt): and allowance
o 125.00. for, finish hardware. Provide alumi .. or bronze
thresholds at all exterior doors. •
finish
and
., a i�ttin' re. ut�ed �;
Carpenters. .. n shall do.: ell= Cutting and' i g r y _
S
'OP � . ..
e other, craftanmeneors,the ,building and. shall Conarilt,therfi, behind all
Cv t to take► tI�t+l th U a metal lath be n
at : all'times' in,'rega_rd to tneI proper ►?,a p ,
_a. d . . . shall`. ba-`substantial x
case df`'their;piges #;< „conduits, pet s•:;:' ; , they'. . .
a of rtarr, ,and fi: pLA3fr' 11NG Plaster s hall be t o Co work A l ] . i
ak.. ge mo .. ,,. ,,amt o
- �n�i;'suffieiently tight to prerreh 1 _ _
�.:. - tight . t , s • as' to , rust tatn • ytalie a_nd • ceilings except ti ns .
s be :properly' braoed or,:,ti.ad to ether ,, : ; . _
n s b :.
p tt r u ri ` Acme;. P1 star:.., . , , si ' • 1,
se' Lied hell e
s rt and: slim a..:�and knsure,safe y to I?arkmen and.pesaersby� p .m s E a eu tanuPae uireri
po ,fit o. � R ,~ d �tion$ in
masonry malls; before procoe
—' Exterior stucco shall ;tin corriposad> o an al proved
(I iaa ty of high grade; ulnae • Qortl Ce ment anti e1ear st amp
,• to � sand. Stucc ba p tnixeid iri tight clear>4 bgxes..
%re�h �a r o - j
.�� - YY . -. coats
• . th a work shall be applied #.n t o .o,
first - ;coat of. m x 8ha11 bo - :composed: of • one.' part Portland
'C ement ` -to: two part3 oP sand: to awhich.'16 'hydrated. 'finish l
im:
e
has - been' added. • ` _ , .,Thts'coa t's halt be'appli,ed directly to the ;
wal ��urfacos . ,fling. out all. nollo
�'�nasonry, arid.` other . l s . r
plac brought to, a uniform p lane and scratched t o ?recei :v
second" coat The' . s e cond ar ..texture. • Coat., `shall be w ithout:
:lime: but. Navin .an'approyed w terproo in g-``col ,ioufd mixed' :`
. _ e irecttoras. " A1,1' to .b
tt f 2ccordance� 'with mahufaciurer �s .� •
erao o,th' and tree. from` aYes w r
:$P0 IPICA
».This Contractor sha3.l ,keep pr'erateea clean. A
CLEANING UP .
"
all tunes. All accumulated debris to: be rrernoyed Oa° :ve
directed. At completion,of., Job all;, debris., ie tv be e
from- property and,entire job is t6....64 left broors.0 .
.AyIN LUliAlt lumber 'shall. be `gquare
and sound merchantable stgCk 6Y. sizes'.a • shown on the plans,. -
or called. tor in these,' opecificatons, well. 'seasoned arid. free
r is all °lax Q: knots: ` or 'other i , ,y'aioh: might fr�?air
its strength or ,our} ,biiityb . A11 • lumber sharl.l Cie grade *rwrked
`WAL � • PLA'TI;3: ` t0a1,1 ^ lat
•
flat • anchored: e9 = shall. be 2 . x & rlE2 YeUow Pine la
AL ..° ; p
, ever , 4' with =l /2" arnchor•, bolts `axtending
:tilts: the". lirzttel ate 1eaat ";'
Lo
ou ch rn Le af Phn
• RAFI'ER3 . = nortors shall; be l , . n8 ,
siz d a called_; for _on pla , •levelled and; brought toy perfect
al',ignrnent. • '' g , r ` F
$(IRKING AND GROUND Provide and eroot 1" 2" cypres$ furri
th oiishout. the building on -the irnte or alt' masonry. w
to 'receive lath' and plaster. PrQvida and ` enact :3 /4'! grounds -
alt openings to ;recaive'trim. - 'GreodOte or Ca1TCurs: treat.
ac of all: furring'' grounds all,° eood ;surfaces :in Contee
b�► 1� . � and
w it h masonry.
GEN . g Y..
ERAL - `,il1s' inter f�niah . $x C ept blase shal
'
" aT.C.�e ot aiid other. sface iraferfe :ThQ • Be sio S p eeifiea tion for rile work No. E ^30 third
:seasoned poplar grasp fr4� � s ur
:.:. . ... ., , , ., ::i s ed� b ,, the; twat ;ia�l`:�'file�ManufaoturQr. '.
A finish to be 3/6+" thick one,raember.'aa detailed, all to -. r :edition,' e.u, Y l abl e r . a ..
.lc f is Aas ration insofar as any p id app
rnacYr.ine sanded :and. read rtieeiv. "fini. Siv ®:;all door `< o .. ._ . „ _ b tion is`spaQ
`r . r .:.
Instal rna�#lds: a 'coat of` iSalnt ", before' erecting. ' .All. caging. td 3buil:dtng, is here �! ode a: pa of th
b e. applied plaster and the in .case. - j3410.: ia to be as c
designed. , r w `' . , A t i@ sriall 6Q.ofr s lade. 3evera
, TILkrS . l� ., � ,
r11 t , :Owner f ro�n 1 " which to, :ke., t •
0144: shown oc draywings A ll exter .sa aha u. be submitte 4
1, over before ' leaving mill and ° and' grade ` eetion.
�.,... _* -
it'. r ; �Q e's ' Ally do ors shell bey y. .
afire, to be raabatted from.2 b., t, Ypx z ;: �„ : �t reraiaic "'ti1e+ . provide�`ma
>3 ,
stock and of pr'' or fill. ' F
Bathroom - floors
esholds :.at, 'door's.
SCOPE 0? 'ARK it is the intenet of these plans and •
;specifications .to provide inatrl of service necessary
..for the construction of a one story twO bedroom, two bath
residence, For Mr. Guy Hickman on lot Block 177, Yiamt
Shores, Fla. Contractor is to verify all dimensions and
fanilarize.himslef with starting work.,
Any discrepancies Should be-reported to the Arohiteot before
Starting ' work and corrections.' made by the Architect. The
Architect assumes no responsibility if this condition is not
met.
ri
'CCNFRACTAQCUM,ENf3.- The contract documents for this contract
shall conk st of i these Spec = f icat Architect's Drawings,
"The Standard Form of Agreement between and Owner for
Construction of Buildings ", :fourth edition, together with
these,Specifications and Drawings shall prevail. copies
of these standard documents are en file at the Architect's
Office for inspection by bidders.
the "General Conditions of the Contract ', standard forms issued matter.
by the American Institute of Architects. There any conflict '
Contractor for any such deposits, meters only, when, receipts
for same are presented. Contractor shall discharge all obliga4
tions,to City, County, State, and Federal Governments.
INSURANCE The Con s 1
EXCAVA FION '.ANO: GRADING
1,10RK ON 6.OUNO - "All_ rough grading. both .exterior and within.
th i.i S`- � the biz l ii ng, eha be: done by Contractor.
All. =excess excavated . materials '8ha11 be distributed' on grounds
where directed by Owner, or : disposed` of as may be directed
by the�Architect. Contractor fill to
bring grade to lines showrn.on drawings. Datum is considered
as' the crown of the street paving in front of building.
STAKE<S.'AND.BATTER BOARDS = Lay out the building accurately
and .set such stakes, batter boards,•ete., as may be necessary.,
Architect .Tntll` check. all ' dimensions before excavation is
Started if called: for.
GENERAL ,EXCAVATION - Excavate for foundations, columns ,
=footings,:plurabing, and' all other work indicated on plans.
Note ; that_ the lot is low in comparison with the street leve).
and finish grade.
FILL 13ackfill around all..` nasonry wa where necessary.
Al]. fill including lawns pat�id;,'etc.,` and backfil3. ,dust be
throughly paddled, and brought•to levels shown on drawings
and generally so_'gradedas to drain water. from building.
14014 shown "are - based on f.tni shed grade and ` fill must be
brought up to these levels,
FOUNT ATION'3 '- All block ;walls, wild. rest on' spread footings.
Care shall.be taken not to : OXGavate. and deeper than necessary,
as all" excess depth shall. be filled with concrete, no dirt
being' allowed to ,bring bottom of footings, to proper level.
All excavations for footings shall go down to solid undisturbed
raring soil or rock.
Driveway' to be of. 61 of "lKiami .Oolite' Rock!' compacted ti) 4"
th�en'oiled'a nd covered with 'pea rock. Driveway to be
extended to existing, street' paving.
strengths shalt be rigidly adhered to. Tests shall be made
at any time the Architect directs.` Readymixed concrete is.
acceptable..'
PROPGfiTIONI�I R1 (} GF .00NC TF - The proportion of materials
shall be auCh as to produce a'conorete that shall have
specified'strength and at the sarne time work readily in all
corners and angles of -forms and around reinforcement without
excessive. puddling or spading,
PLACING ON CONCRETE Concrete shall be deposited in forrrs
as soon as practicable after mixing and all concrete which
remains in wheelbarrows or mixer over thirty minutes shall
be wasted. All concrete shall be :spaded enough to airoid
t honeycombing.
FINE AGGREGATE - Shall consists of clean, sharp. sand or stone
sore , free from all injurious salts, and organic
occurs,. between the aforesaid General Conditions and these, COARSE AGGREGATE - Shall ;consist of broken. stones reasonably
opeoificatione or the Architect's Drawings, then the provision1 free frets disintegrated: pieces, and entirely free of salts,
or organic - matter. No,sone shall be larger than 314
,IA FOR CONCRETE - Shale. be' clean, fresh water, 'free from
vegeta le or decayed substance. Maximum water contents shall.
P$}WI T'S r 'the Contractor will acquire and pay for all ;necessary 6 gals. per sack of cement:
peper for both .building 'and any other necessary permits
from various utilities . `companies. 0 ne r will reimburse ?• ST1;N0h5 0? CONCRETE - The minirium strength of 2,500; lb.
per` square inch in 2E days shall be required.
CE ENT+- Cement shall be. any approved American Portland
Cement and shall conform to the latest Specifications of the.
tractor hat maintain such insurance as American Society for Testing Materials. Cement Shall be',:
l p ect hurt from claic under iYorkrcen's C ompensat i on f stored in a suitable shed designed. to exclude moisture.
Acts and from any other cliliMS for damages for personal injury
ine1uding death, ' which ' r ay arise; from, operations anger this - REID(FCRCIiJG STEAL - Ala. reinforcing steel shall.= conform to
contract,' whethe ''such::operatiens bG by himself or arty Sub- ;; the s pecifications of the. American Soeiety for 'resting
Contractor,or anyone directly or indirectly employed by either;, Materials. .Steel must be of proper`length and bent cold.
{
them.
_PUBLIC LI49ILITi Contractor shall carry at all times while` .
th is in progress until completion, Public Liability
Insurance, which will finder nify Owner;againat any and all `
personal injury claims •or death resulting theref rom-for a '
sum of net-less than 425,000.00.,
Deformed bars only `may be useEd. No; bars showing large .
scal,ea of
matorials will 11 1 borredlowed. No. high carbon or rerolled
CONCRETE FLOCR3 - Ali. floor slabs to be of 4" of concrete
on;glean fill ith 6 '. x 6'' #10,Ga` Road Mesh.
MATERIALS
SCOPE:_____ OHK{ Work to. be done under :thle heading includes.
furnishing all labor, materials, and equiptaent necessary.
for proper completion of• block and brick work -shown
on the drawings and reaonably implied and called for in
these: Speci ?cations,
COOPERATION 'WITH OTHER TRADES f This Contractor shall
cooperate` with all'other,trades. working building and execute
all'svork pertaining te' his:t'ade wherever necessary. -
BLOCKS Shall be approved by a testing lab. including
pa t tion blocks.
CEMENT - All cement shall be, portiand' Cement of American
manufacturer and shall. meet' all 'requirernents, of the American
Society for Testing K,isteria1s .
LIbdE; Hydrated lime shall be of an. approved make and shall
conform with the standard' specifications for lime of the
American Society for Testing Materials.
SAND A11 sand shall be clean, sharp fresh water sand,free
from .any vegetable or injurious matter.
CP ENT ORTAR - Shall be proportioned 1 part cement, 3 parts
sand, and 10 lime.
TRIM BRICK_ - All trine brick shall, be cement "Rainbow adot,e
slump br.tek as manufactured by the` "Duran Brick Yards,
Itc.n ' Thick and thin bricks in equal amount.
CAULKING - Caulk all traaaes', with pecora
, or e9tial: both from outside and inside,'
ANCHORS, ETC. - atild in alb. anchors, toggles, bolts,-
tlashings, beams, frames, may be required. Imbed`
all anchore, bolts, and etc. into concrete at least 8 ".
SITTING} . 2rETAL WORK - A11'inetal. 'work and; all flashings
CONCRETE All concrete throughout the building be
be set properly and as directed by Architect.
designed for:a, 2, 500.: lb• strength. '1110 Cement graduation '
ai'ArOgate and water for various - predetermined - ettengths
C Compo
shall
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