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FILE • . NO, `,. R -5
I _p GENERAL CONDXTX
A. 'SCOPE OF WORK: It is the intent of these
ans an iTie to provide an instru-
ment of service necessary for the construction
of the following structures'
Type -' One story residence.
Owner- Mr. & Mrs. J. T. •Ross
Legal Description Lot 23'- and `the. east half
of Lot 22,. Block 22, Miami Shores, Fla.
8. DISCREPANOIES:. Contractor; is 'to verify all
T dens ohs an amiliariae himself with the
- contract "docunen,ts and the plot before., bidding,
. Any discreppancies, should . be reported ., to the
'Archttect before 'startinU work and corrections
made by the Architect; The Ar.chitect.`assumes
no responsibility .if this: condition ; is .not met.
C CONTRACT DOCUMENTS: Shall consist of
These Plans and Tpecffications; American In-
stitute of Architects': Standard Forms, "The`
Standard. Form' of Agreeroent Between Contractor
and Owner for Construction of-Buildings" and Articles to 44 inclusive "Standard' Form of
the...General Conditions Fifth Edition. . Copies-
of 'these forms: ar`e` "on .file..at;`,the 'Architect's
Office `for inspection.. ` : There any, conflict
occurs between the aforesaid General Condi=
. tions :and; these Specifications,'of the Archi- ,
text's "Drawings ,then the, provisions of' the.
,Plans.and- ' -ns sha11`prevail. The
• Architect, shall. be the final. int'erpretor of
"the- Plans ariCSpeeificationet any deviations
without w`r tten .authorit .from < the Owner or
Architect s a e rect led by the Contractor
t t3 'expense.
„ PERMITS: The General Contractor shall ac -`
quire; and pay <. for general buildirip permit, line
and grade• permit` and any other 'special _"permits -
as ,needed.,' Contractor shall ..discharge, all
obligations to City, State,` County,' and Federal.
Governments.' ' Eac Sub- Contrac,tor shall' obtain
and pay for all: official permits,. licenses,
and inspection feed, relating to hiss work
e;ive, the proper: authorities: all requisite
notice§ relative t:o his work.
E WATKit AND LLECNIC, SEAVICF :. The 'Genera
c ontractor- sha1 ptovi;de_,w;iter and electric
service, pay ,ineter,,d.eposit (on a ',yearly _basis)
and all service charges during the progress of
the building. This service shall be`'furnished
to Contractors' when required for the
orderly progression of- his- work. , At the
.coripletion)ot his* Contract the Contractor
shall `have the :meters'and' deposits changed to
the ..Owner.'s wi th ‘ reimbursement Or deposits
.� 1Y.
NSURANCE A D PUBLIC LIABILITY:. Contractor
s .a ,carry" at a �nes "w e t 'e work 1& in-
progrese and until.'completi"on 't Public Liability
Insurance which will indemnify the Owner against
any and- personal injury:,'clai or death
r.esultinp therefrom; ..for,* a'sum of 'not . less than
425,000.00 . The .Contractor.. shall also carry -
sufficient fire and.windstorM, 'insurance' to.`cover.
the cost, of .replacement in the even6..of damages.
The ,Contractor shal1.,,71 o ".be responsible, for
tools,` equipment, matera�al etc. -, `dur con
struction.
G.CASH ALLO►VANCES: The following cash allow -
ances` are o r"e actual Builders' cost oft the
materials purchased. The Owner may select and
the. , Contractor shall hang or' install respective
items: as part of their contract cost. Should
the final cost of the item be less than the
amount of the allowance the Owner shall be'
credited with the difference however, should
the final' cost exceed the allowance the Owner
shall make restitution to the Contractor.
Finish .Hardware . .. • • •
Light Fixtures.
Medicine Cabinets
MR. & •MR3. J. T
0- ... , • • 0
ROSS
150000
150.00
20.00 ea.oh..
.(
SHEET NO.1 ON 10
The finish ,hardware allowance, is only for
locksets, surface bolts, catches and mail box,
A11_ other hardware shal be supplied by the
Contractor.'
H. COOPERATION OF TRADES The Sub - Contractors .
she coope rate..w_ t a other trades work..
ing on 'building and - execute 'all •work pertain-
ing to his trade; without hindrance` any
other trade.
I. GUARANTY- WARRANTY: All Sub- Contractors
shall furnl3h; a-: written Warranty, counter-
Y'
signed and guaranteed b the General Con -
tractor before, final payment, -stating:
1 . This Sub-Contractor shalt and hereby
does warrant and;:: the General Con•
tractor.: shah: arid hereby doeo' 'guarantee,
(a) That all work, executed Under
this division will be free
from defects of materials; and .
workmanship tor a‘ period` of two
years from the date of • the final
Certificate ;'
(b) This Guaranty- ,Warrenty will not
apply to defects proven to he
caused by the failure of work of'
others., if such defects, were im-
possible to . detect` at the time
of the ,examination of, the others'
work.
•
J. WORK BY OTHERS:, Contraotor and Sub -Con.:
tractors . are to supply; all.necessary :util -
ides° hangers, step "and to work in con.
,unction, with' the. fol.lowin items which '. Will
be supplied` and: installed' by othere:
1. Range
2, Refrigerator
3. ; Washing Machin?'
4. Landscaping
Y •' GRADING AND NXCAYATION
A. WORK ON GROUND:, `Ail rough grading," both
exter or an w t in the limits: of the building,
shall' be done by Contractor. All expess
excavated materials shall be distributed as
fill or be disposed of Contractor to
suppl y .. all rough fill to =bring grade to lines
shown on drawings. Backfill around all
masonry :walls where necessary.' All fill
must be thoroughly piddled and brought to
levels shown on drawings/
Remove all trees; ` underbrush, ' etc. within'
five feet of building.
B. STAKES AND .BATTER . BOARDS: Layout the
u nr accurate y an set such stakes,
batter boards, etc, as may be necessary.
Check all d imensions before :excavation is
started.
C. EXCAVATION All block walls shall rest on
Tpx . Care, shall be taken ' .not to
excavate` any deeper than necessary, as all
excess depth shall; be filled with concrete,
no dirt being, allowed to bring bottom ,of
footings- to proper levels. ' Ail. excavation:
rot= footings shall go down to solid undis-
turbed bearing soil or rock. Excay.1tions
for plumbing lines to be done by the plumbing
Sub - Contractor.
1
FILE N0.
Q.`. MATERIALS:
IY. MASONRY WO -
tR . &. MRS,
1.. Fine aggregate shall . consist of
clean sharp and or atone screening,,
free-from all injurious- salts and
organic matter..
Coarse aggregate shall' consist of
broken stOne$ reasonably free from
,dislntetrated pieges, and entirely
free ot'rgi1ts or Organic matter.
No . stone shall:. be : larger' than 3 • .
3. Water: shall be clean, fresh water,.
free - from vegetable or.- decayed sub
stance. Maximum water contents shall
be 6. 'gallons per..s.ack of cement.
4 . Cement shall conform to the latest
specifications of the.: American Society
for Testing; Materials Cement shall
be Stored on the site and shall be
protected from the elements.
5. Reinforcing steel shall conform to the
Specifications of the American Society
for' Tooting Materials. Steel must be
of - proper length and bent cold. De
forded - bars only may be used, No bars
'showing large scales .of rush will be
allowed. No high carbon or rerolled
materials "will be allowed.
D. PLACING OP CONCRET' :' Concrete shall bede.
Pos te • n orms as soon as ppracticable after
mixing and all concrete which remains in
wheelbarrows_or'mixer over thirty minutes
shall._be wasted. Alh concrete shall . be
be
spaded.ehpugh to avoid noneycombing.
E.3LAB3 ON FILL:- All slabs on fill shown on
plans shall have a minimum thickness of 4 ",
-shall be poured on a sisalkraft paper over
well .,tamped and puddled clean fill. A11
slabs to have 6" x 6 ", #10 x 10 gauge road it
ctesh.. Fill to, be placed 14 days prior to
pouring slabs.
F. WALKS: Where walks are shown on plans they
shall: be 4" thick, broom finish, sloped to
follow; : grade.
OL SSTTING' METAL WORK: All :3truptural and
dec4rattve. work shall be, set properly. and as
directed by Architect.
A.SCOPE 0 WORK: Work to be done under this
heading; - Inc .u. eel the furnishing . all labor,
materials and equipment necessary for the
proper.: completion of ; all. block and .brick
work shown onrthe drawings and reasonably
implied and called for in these 8peoitioation.
III. CONCRETE` WORK '.
.A. SCOPE OE? . WORK: Work to be done - under this
heading. include9 ,the furnishing of all labor,
materials and equipment necessary for the in..
stallatioh of concrete footings, reaps. sills,
floor slabs, steps, lintels, tie $'
beam,' etc.
necessary toN complete the job as indicated on the
:plans.
8 CONCRETE MI All- concrete throuugghout'the
•u ng s a be: designed for .a 2,000, 1b. test
, strength after 28" - days. The cement content
"graduation of .aggregate and water content for
various predetermined strengths ahall be rigidly
adhered; :to. -Tests' hall made at any - time
the,Archtt.ect.directs. Readymixed concrete
ig :pp referable. The consistency of materials'
.shall be such as to produce 14 concrete that shall
have specified'. strength and at the same time
work readily'in all. corner$: and: angles of .
- forms and around reinforcement 'without excessive
puddling or spa
. T. RWS3:
B. MATERIALS:
1. Blocks; Shall .b a standard size locally
mate concrete blocks, A certificate
of approval by testing laboratory
shall be rendered to the- :Owner upon re.
quest.
2.
Cement:' 'All cement shall meet all re
qq
uirements of the American Society for
.'resting Materials.
3. Mason -MA s ' All mason -mix shall meet all
requirements of the American Society of
Testing Materials.
4'. Sand: -'All sand shall be clean, sharp
/76 ,water sand, free from' any veget-•
abler or inJurious matter.
$ti ST NO ' -2 OF 10
Slum Brick: ` Shall be colored .adobe slump
F r c as manufactured by Dunan Brick Yards,
lay ini.random pattern with raked joints.
MORTAR MI : Shall be proportioned one part
.. cement nine parts mortar mix and twenty -seven
parts Band, or Mason -Mix in accordance with
manufacturer's directions.:
D.' ANCHORS 'ETC.: Build in .all anchors, toggles,
bo t$,- as ngs, beans frame :, etc. as may
be required. Imbed all .anchors, bolts, etc
into concrete as required.;
E. C AULKING: Caulk all frames with Pecora
Caulkin i "Compound, or ,equal, both from outside
and insde.
F CUTTING DRILLING AND PATCHING: All plumb -
np p per, , e ectr ca con u s,' etc. , shall be
chased into the walls and no unnecessary cut-
ting shall. be allowed.- All finished., work
shall be covered and. protected. adequately.
Any work :damaged :through' the carelessness of
any of the trades shall - be replaced to,t-he
satisfaction of the Architect.
CARPENTER WORK
A. SCOPE OF WORK: Work to be done under Dills
ea ng ncu es the furnishing of all labor,
materials, and equipment necessary for the
proper erection of all form work, screeds, etc.
as required for the placing of all concrete.
All framing lumber sheathing, furrin bucks,
cabinets, .finish millwork, rough and finish
hardware, etc., are to be installed straight
and true, sanded and ready for other trades.
8, FRAMING LUMBER: All framing lumber shall be
square and sound merchantable stock of sizes
as shown on the plans or cal110 these
specifications, well seasoned and free'' from
all large knots or other imperfections which
might impair its strength or durability. All -
lumber shall be grads, marked.
1. Wall Plates: Shall be 2" material as
show n n(rer Piro laid flat, anchor-
ed every. 5' with 1/2" anchor bolts
extending into the concrete lintel at
least 8 ".
2. Partition All `frame partitions are to
n e or f fed with 2 ": x 4 ". or 2" x 6" #2
Yellow Pine studs placed 16' o.c. walls
spiked into place. Double studs around
spiked
openings. Use one 2" x 4" for silks
and two 2" x 4" Ss. for plates. Solid
bridge all partitions once in this
height.
3. �o lets and Rafters: To be #2 ,Long Leaf
0 flow Pine .fre&7rom large knots, splits,
etc., of sizes shown on drawings.
Z. FURRING AND GROUNDS: Provide and erect
' if x 2" cypress urring "throughout the building
on the interior: of all exterior masonry walls to
receive lath and plaster. Provide and erect
grounds at all openings to receive trim. All
furring and grounds to be erected true so that
the plaster work will be'in ;ood alignment
Creosote or Celcure treat back of all furring,
grounds and all wood surfaces in contact with
exterior masonry. furring is not'to be start-
ed until electrical conduit has been installed
on masonry walls. Provide 1" x 6" valance
nailers over all sash.
D MILLWORK: All interior finish_ shall be
thoroughly seasoned white pine, cypress or fir,
free from knots and other surface imperfections.
All finish trim and base to be one member as
detailed, all to he sanded and ready to receive
finish. Give all millwork one coat of primer
paint before erecting.
1. Doors: All doors to be of sizes shown on
drawings. Ail doors shall be stock
flush:, and of white pine, cypress or fir.
All exterior screen doors shall be pro-
vided with Bill length 1$ mesh bronze
screen. Frames shall be 1 -3/8t" thick.
2. Door "Jambs : All exterior door frames
ET made - from . 2" x'6"•. #1 cypress,- All
interior door frames to -be made from
3/4" white pine, cypress or fir. All
frames to have planted stops.
Closets :. all` bedroom closets. are to have
s obi a ticks, 12" shelves with 1" pipe clothes.
rod. Closet doors to be hung so that the
bottoms are 1" above 'rum height. Linen
closets to have /8" shelves. See draw.
lags for other closet - details. :
Cabinets: All cabinet work to be `mill made
and delivered to the job with hardware attach-
ed. Kitchen cabinets to be "Kitchen Maid"
.or approved equal.
E: FIUISH . HARDgARE: All - exterior' doors to. be hung with
VEree butts aunt erior doors to be , hung with two
butts, provide' aluminum or bronze throho1da at ex-•.
terior doors where shown. t11-door lock sots to be
" Schlage" or equal button type. See I-4 above for cash
allowance, and for finish hardware note:
F. : CUTTING AND FITTING: When the: job . is - substantially,
complete and tie carpanter,has done all necessary,
cutting and fitting for the other craftsmen .and has
carefully - installed - all his own work, he shall go over
the entire building again and ;perform any necessary
patching or refitting , to leave a. perfect . job.
__VII PLASTER AND :3TUCC0 m
A. SCOPE OF WORK fork to be done under this heading
includes the furnishing of-all labor, materials
and. equipment necessary for•the proper lathing
plastering- and stuccoing of all surfaces as called
for on the Plans, ,
B. LATHING All exterior walls, (over fuming)'
ceilings, and -p rtitions where. noted Shall be
lathed with rock lath or *cut sheet rock. Make
all corners, solid before `lathiri Break joints
,over" door and :window openings, wherever wood con-
struction and masonr meet; cover joint with retal
lath* Reinfogce_ a11_ corners with; clinton cloth.,
Use metal: lath behind all tile walls.
C. PLA 2 IflG: Plant er shall be two. coat. work.
• A .11.1 1, interior walls' and ceilings except as other-
wise :specified shall be plastered ' with Acme ,
Plaster or its equal.: Manufacturerts.directions
in regard to mixing shall b e• strictly. .complied
. with, all plastering to *oe- brought out flush
with. grounds bases, etc. .all..angles -are to b
cut. All plastering shall be straight with
grounds. Plaster shall be smooth or textured
finish as noted on floor plans.
D.'PATCHIN : All patching,of plaster work re-
quire after other craftsmen have finished
their work must be done by the plasterer in
a very neat manner, leaving neither' marks,
cracks nor stains at any point. Textures.
of patches to adjacent surfaces.
8,. STUCCO: Clean and wet all masonry walls
be ore proceeding with the stuccoing. Ex-
- terior,stucco shall be composed of an approved
quality of Masonry Cement, Portland Cement and
clear, sharp, fresh water sand. . Stucco to
be mixed in tight clean boxes. The stucco"
work shall be applied in-two coats, the first
coat of mix shall be composed of one part Masonr
Cement, one part Portland Cement to two parts
• of sand. This coat shall be.apolied directly
to the masonry and other wall surfaces, fill -
ing out all hollow places, brought to a uni-
form plane and scratched to receive second
coat: All to be smooth and free from waves.
VII. WOOD FLOORING
All areas marked "Oak Floor" shall have 13/16"
x 2 -3/4" select grade white oak flooring which
shall be„finished by filling, - sanding, two
coats ` of shellac waxing and polishing. Oak
flooring- to be blind nailed with' cut nalla to
pine diagonal sub»floorin,. ' h
moulding with Sanitary corner shoe,
VIII. LINOLEUM FLOORING
All areas marked Linoleum`Flooring shall - have'
1/8" gauge grease proof inlaid' linoleum =.of
approved manufacture, colors to be selected by-
Owner. '.Linoleum shall be Cemented-to smooth-
- sanded pine . or: plywood- underfloorin.g `with ad-
hesives.. ; �Installation "shall be i strict
_accordance with manufacturer-is directions.
Upon completion all linoleum :shall be cleaned
and waxed.. Edge strips shall chrome or
aluminum metal,
IX. GLA:33 JALOUSIES
Glass jalousie windows and doors shall have
aluminum frames; jalousies to be sandblasted
Molex" plate glass; all hardware to be worm
gear operated. Set door jalousies in 1 -3/4",
thick wood fir frames, and window jalousies
in precast concrete. frames. All jalousies to
be equipped with 1$ „mesh aluminum :screen wire
in removable aluminum frame. Jalousies to'bo
as manufactured by Tropical Awning Shutter Co.,
Pro.Tect ..0 Jalousie Corporation, or ArchitectAs
approved equal.
X. ALUMINUM SASH
All sash throughout the building except as
otherwise noted shall be aluminum awning type
as manufactured by Miami "Window Corp. Members
shall, be made from tempered alloy.aluminum.
Provide aluminum.rain drips over each sash
before caulking. Operating hardware shall
consist of "Getty Crank _Type Operator" and
cam lock. Screens to be full length with 1$.
mesh alumminuM screen .wire R
Sash "shall be set 'in and` pointed inside and
out with approved mastic caulking compound.
Sash shall be mounted in precast concrete
- frames with flush Venet.on blind guides as
manufactured: by the Everett G. Livesay Window
Co, Inc. 'bf r Submit alternate price for,
aluminum sash throughout in place of glass
,jalousies.
XI. TILE, MARBLE AND TERRAZZO WORK"
A. BASIC. `SPECIFICATION:-.The _
. Basic Specification
.for ` i1e ork N.K.-300 Third Edition, as issued`