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PLAN S (Sz SPECIFIcATIoNs
TYPE 8 - OWNER -- 4 -.'
LEGAL DESCRIPTION- LOTRz2; z /BL
SUBDIVISION
DAVID T. ELLIS
•
ARCHITECT
FLORIDA LICENSE No. 1151
LOUISIANA LICENSE No. 2443
Ouc t ;tiVci•12g
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OFFICE OF
DAVID T. ELLIS
REGISTERED ARCHITECT
LOUISIANA LICENSE NO. 2443
FLORIDA LICENSE NO. 1151
THE GENERAL CONDITIONS OF THE CONTRACT
1. —The contract documents that form the general contract between owner and builder are
the whole set of drawings and specifications, these general conditions, and the agreement
between the owner and builder (who is referred to as the general contractor.) If there
be no general contractor the owner will have seperate contracts with the various sub-
contractors.
2. These general conditions are an abbreviated form of the general conditions published by
the American Institute of Architects for the use of the profession, and a copy of these
general conditions is on file at the Architects office where it can be seen. All the
articles of these A. I. A. conditions are to be included here.
3. —All documents should be signed by the interested parties and signatures witnessed, so
that in case of later dispute such drawings and specifications will be identified as the
ones agreed upon to form the contract between owner and contractor.
4.—It is the intent of this contract that the owner not be liable for any fees permits etc., be-
yond those mentioned below. The contractor (or sub - contractor) therefore pays all build-
ing permits, state licenses, plumbing fees for laterals, street replacement, etc. — Federal,
State and city charges for Social Security, Workmen's compensation, and insurance
against claims for personal injury. The owner should ask the general contractor to
show that these payments have been made so that he will know that he is protected. It
is understood that if the owner has no general contractor for the work, he himself has
to assume such charges as would ordinarily be charged to the general contractor.
5. —The owner agrees to pay the following charges outside of the contract price.
a —A certified survey of the property in question.
b —At his option additional insurance that will protect him from contingent liability for
injuries etc.
c— Tornado Wind and Fire insurance for the period of construction.
These items are covered more fully in article 29 of the A. I. A. conditions.
6. —Any extra work or changes of any kind should be ordered by the owner in writing and
any extra charges should be agreed upon before the work is done.
7. —The contractor shall keep a sanitary toilet on the site.
8. —The contractor shall keep a waterproof shed on the site for the storage of material.
9. —The contractor shall provide temporary water service and pay for same and also see that
the plumbing contractor has made a water deposit in the owners name and paid for
same, as part of his service.
10. —The contractor applies for any temporary electrical service and pays for current con-
sumed during construction, the owner later making a separate application for service.
11. —A11 trades are to do their cleaning up but this is the responsibility of the general con-
tractor and he should check this and turn the job over "broom clean."
12. —All disputes can be settled by a third disinterested party. This is discussed fully in
article 40 of the A. I. A. conditions.
13. —There are various methods of making payments as work progresses. The method adopt-
ed should be made a part of the agreement. Again this is explained fully in the A. L A.
conditions.
As this work is not being supervised by the Architect, it is understood that the drawings are
prepared in accordance with all building codes concerned —and that drawings and specifica-
tions are complete and if carried out exactly the resulting building will be entirely satisfae-
tory. However the architect can give no assurance that this will always be done and can
therefore take no responsibility for the safety of the structure or for faults that may show
themselves at a later date.
The general conditions of the American Institute of Architects imply that there is supervision
on all work directed by the Architect. So that for the purposes of this contract it will be
necessary to read "owner" instead of "architect" as directing the supervision of the work.
GENERAL SPECIFICATIONS
EXCAVATION, MASONRY, CONCRETE
Refer fo the specifications notes included with the draw-
ings.
1 — The SITE is to be taken in the present condition and
all tree stump3 and other ,A,struction removed and carted
rxcavaitina is fe include removal of all earths, sand,
gravel, eta Clown to the clepins indicateu on drarri4134 VT
to proper solid depth; the excavating of all trenches for
service lines. Excavate for all exterior steps etc. as called
for on drawings.
2 - fill all parts so required against all exterior
enclosing walls and for trenches, foundations, etc, This shall
be of clean excavated material in 12 in. layers properly
rammed and brought up to required grades. Each layer
of Back -fill shall be wet with water and tamped.
3— WORKMANSHIP. To insure the stability of masonry
construction, all piers and footings shall be carried down
as may be necessary and every precaution shall be taken
to secure firm and unyielding foundations thoroughly pro-
tected from undermining, etc. Wherever excavation to the
depths is indicated on drawings does not insure suitable
support for loads imposed, the owner or his agent shall be
notified and new directions will be given in writing.
4— Structures shall not be started until foundations have
been inspected and passed upon by the Building Inspector
of the City and the owner or his agent, All footings must
start on the level beds and no claims for extra excavation
will be allowed unless ordered in writing by the owner or
his agent.
5— MASONRY AND CONCRETE BLOCK. All concrete
blocks are 8x8x16 in. or 4 in. block if indicated on draw-
ings) bearing Underwriters Label.
6 —FLUE LINING shall be hard burned fire clay terra
cotta 12x12 in. or as shown.
7— HYDRATED LIME shall be clean and fresh of ap-
proved brand.
8—SAND AND WATER to be clean and free from chem-
ical impurities.
9 —The MORTAR for all Mansonry to be composed of 1
cement 3 of sand and 15% Hydrated Lime.
10— POINTING CEMENT for stone work [and brick work
where pointed work is called for on plans] shall be 1 part
white cement of approved brand to 3 parts clean sharp
sand with addition of coloring matter as directed.
11- GROUTING. The backs of all window and door
frames shall be filled with 1 to 3 cement mortar. Entire per-
imeter of all window and door frames is to be cleaned out.
12— WATERPROOFING for Masonry mortar is No. 4 "Sec." —
or similar — added 3 lbs. to 1 sack batch,
13- CONCRETE.
A. GENERAL: All concrete throughout the structure
shall be designed for the definite strengths as
hereinafter specified. The Cement content, gra-
dation of the Aggregates, and Water - Cement ra-
tio for the various pre- determined concrete
strengths shall be rigidly adhered to in the mix -
_ ing of the concrete. The design and control of
the various concrete mixtures shall be carried out
by an approved Testing Laboratory, acting in
behalf of, and subject to the control of the .
Architect or his agent.
MATERIALS
B CEMENT: The cement shall be a standard brand
of DOMESTIC Portland Cement, and shall meet
the requirements of the Specifications of the
American Society for Testing Materials, Serial
Designation, C -9 -38, as modified and amended at
the time of the award of the contract.
C REINFORCING STEEL: All Reinforcing Steel shall
be of domestic manufacture and shall meet all
requirements of the Specifications of the Ameri-
can Society for Testing Materials, Serial Desig-
nation A15 -35, for Billet -Steel Concrete Rein-
forcement Bars, Structural Steel Grade, as modi-
fied and amended at the time of award of the
contract.
D FINE AGGREGATE: The Fine Aggregate shall con-
sist of Sand or Stone Screenings, composed of
hard durable grains, reasonably free from lumps
of Clay, Soft or Flaky particles, Salt, Alkali, Or-
ganic Matter, Loam or other Extraneous Sub-
stances. It shall be well graded from coarse to
fine, and when tested by means of standard
laboratory sieves shall meet the following re-
quirements:
Total Retained on: Minimum Maximum
4 Mesh Sieve 0.0 percent 3.0 percent
16 Mesh Sieve 20.0 percent 45.0 percent
16 Mesh Sieve 55.0 percent 80.0 percent
100 Mesh Sieve 90.0 percent 100.0 percent
E COARSE AGGREGATE: The Coarse Aggregate
shall consist of Gravel, Imported or Local Stone,
reasonably free from Soft or Disintegrated Par-
ticles, Salt, Alkali, Vegetable Matter and Ad-
herent Coatings. It shall conform to the follow-
ing graduation requirements when tested by
means of standard laboratory screens:
Total Retained on: Minimum Maximum
1 in. Square Mesh Screen 0.0 percent 3.0 percent
3/ in, Square Mesh Screen 5.0 percent 20.0 percent
3/ in. Square Mesh Screen 50.0 percent 75.0 percent
4 Square Mesh Screen 90.0 percent 100.0 percent
G MIXING WATER: The water used in mixing the
concrete shall be from the City Water Supply, or
other approved source.
H COMPOSITION OF CONCRETE:
Strength Theoretical Cement Factor
Class "A" 3,500 lbs. per sq. in. 1,50 to 1.70 bbls. per cu. yd.
Class "B" 2,500 lbs. per sq. in. 1.25 to 1.50 bbls. per cu. yd.
The exact proportion of Fine Aggregate to Coarse
Aggregate will be determined by the Laboratory,
so as to produce the most economical Concrete
possible, with satisfactory workability, and max -
imum density. The Theoretical Cement Factor
shall be varied within the above limits at the
discretion of the laboratory as conditions may de-
mand. The consistency of the concrete when sub-
jected to the Standard, "Slump" test, shall be not
less than 2- inches, nor more than 7- inches.
J MEASUREMENT OF MATERIALS: All materials
shall be measured with art approved measuring
device. The quantity of Aggregates for each
batch shall be exactly sufficient for one or more
lull cics eE �! C® a 1,a11 a as
by the sack as packed by 4ha n,ar,ufact T--.-W;
ter will ba mecrsurd i:z g anoris by a,u.tomatic
device, calibrated to give results within one per-
cent of requirements. Fine and coarse Aggre-
pm shall be measured separately and accur-
atelV by weight.
K MIXING CONCRETE: The Concrete shall be mixed
in a Batch Mixer of approved type. A water stor-
age and measuring device shall be provided on
the mixer. The mixing of each batch of con-
crete shall continue for at least one and one half
[11/2] minutes after all materials are in the mix-
ing drum.
L. TEST CYLINDERS: At least three [3] test cylin-
ders shall be made and tested by the laboratory
on each days placing. For any single days plac-
ing exceeding seventy -five [75] subic yards, one
additional test cylinder shall be made for each
twenty [20] cubic yards of concrete in excess of
the first sixty [60] cubic yards. These test cylin-
ders shall receive laboratory curing and will be
tested at the following ages: 3 -days, 7 -days, and
28 -days.
Section L is at the option of the owner and /or
architect and payment for such tests will be
made by them unless the drawings specifically
state that the general contractor shall include in
his estimate, an item covering the costs of these
tests.
14— FORMS. Contractor shall build all wood forms to the
sizes designated with clean lumber built up square and
accurately framed, nailed and wired, braced, shored and
centered. Provide plank runways to form pouring, barrel
pouring is preferred to bucket. Do not remove forms until
directed. All side walls of forms to be 7 /8 in. boards across
braced, 16 in. centers with 2x4 in. Bottoms of all beams to be
forced with 2 in. wood stock, shored at close centers. After
forms have been removed, cement up all exposed voids; also
remove uneven projections or ridges.
CARPENTRY, MILLWORK, WOOD AND
LINOLEUM FLOORS
1— LUMBER AND TIMBER generally shall be Southern
Pine, sound well manufactured and commercially dry. Lum-
ber shall be No. 2 Common unless otherwise specified.
2— FRAMING. Sill plates 2 in. x width of partition; roof
plates 2x6 in. anchored to concrete with 3 /4x12 in. bolts 5 ft-
0 in. o. c.; floor joists 2x10x16 in. o. c.; studs 2x4 in. and
2x6x16 in o. c.; ceiling beams 2x6x16 in. o. c.; roof rafters as
indicated on drawings. All exterior studding world as indi-
cated on drawings.
3 —Floor joists resting in masonry to be fire cut, other
joists coming in contact with masonry to be supported on
iron hangers;' joists over 10 ft. -0 in long shall have cross -
bridging of 1x3 in. well nailed at each end; joists shall be
doubled under all partitions, at headers, trimmers, chimney,
etc. "Cripple" Header shall be placed at inside of all mason-
ry walls where joists are framed into masonry at right
angles.
4— ANCHORS. Joist anchors, bolts, pipe sleeves, dow-
els, inserts, etc. required in masonry for all trades will be
provided and set by carpenter contractor.
5 —Floor joists in bathrooms shall have top edges tap-
ered and 1x2 in. ledged plates nailed along side of each
to support the cut -in sub- floor.
6 — Studs shall be cross - braced once in their height for
each story; studs shall be doubled each intersection of par
titions, over doors and elsewhere required.
7 —SUB- FLOOR. Cover all floor joists called for with
1 in No. 2 Common Sheathing Iaid diagonally on joists and
nailed at every bearing. All end joists to be cut over beams.
Run sub - flooring along studs and not less than 1 /2 in. away'
from walls to allow for expansion at walls. Ty ( C-
8—SHEATHING. Cover all roofs with 1 in. No. 2 Com-
mon Sheathing laid at right angles to support.
9— FURRING. Furr at all exterior masonry walls with
1x2 strips 16 in. o. c. of No. 2 cypress creosotted.
10-- GROUNDS. Provide and set nailing blocks and
grounds as required and directed by other trades.
11— PRESERVAVTIONS. The entire surfaces of first floor
joists and all furring strips shall be thoroughly brushed with
Celcure -Sol, following manufacturer's directions. All other
timber or lumber coming in contact with masonry shall be
brushed with Celcure -Sol to a distance of at least 12 in, from
the masonry.
12— MILLWORK AND FINISH. Shall be entirely as called
for on drawings. Material is generally No. 1 Cypress unless
called for under different headings. All work will be set by
job carpenters and generally will be delivered to the job
k. d.
13 —WOOD AND LINOLEUM FLOORS. See Sheet No. 1
Notes.
A. SCOPE —The work under this section shall in-
clude,.
1. Oak Floors where shown on plans.
2. Pine Floors where shown on plans.
3. Finishing wood floors except those covered
by linoleum.
4. Linoleum Floors where shown on plans.
B. OAK FLOORS shall be blind - nailed and forced
tight. Floor boards shall be T & G and laid the
long dimension of the room.-
C. PINE FLOORS COVERED WITH LINOLEUM shall be
of No. 2 Pine surfaced and forced tight. This floor
shall finish 1 /8 in. below the established floor line
to allow for linoleum.
D. FINISH WOOD FLOORS. All floors shall be
sanded smooth and all floors thoroughly c1eclned.
Oak cloors shall be filled and sealed with 1 coat
of 3 to 1 shellac, well sandpapered between each
coat and then waxed and polished 2 coats, fol-
lowing the manufacturer's directions.
E. LINOLEUM FLOORS shall finish flush with the
established floor line. The Pine Floor shall be
covered with a layer of 1 pound saturated felt
cemented in place and neatly fitted. Iinoleum
shall be cemented with paste furnished by the
manufacturer of the linoleum.
F. All wood finish floors shall have 2 layers of 15 lb.
- felt between sub and finish floors.
(ors')
ELECTRIC WIRING
Refer to Specification Notes on Sheet No. 1.
1— SCOPE. The work under this section shall include
the complete installation of the wiring system from the
Lighting Company's service to every outlet in the building
including panels, circuit wiring, receptacles, fixtures, bells,
buzzers, etc. All materials shall be approved by the National
Board of Fire Underwriters and the wiring system shall com-
ply with all ordinances and regulations governing same.
2— FIXTURES shall be furnished under an allowance and
installed by this contractor.
3— GUARANTEE. This entire work shall be guaranteed
against any defects for a period of one year from the date
of acceptance.
4— CONDUIT. All wiring shall be run in best quality
galvanized steel tubing. All conduits shall be concealed and
must be continuous from outlet to box, etc., [see notes on
Sheet No. 1], as shown on drawings.
5— SERVICE. The main switch shall be capacity for
satisfactory service throughout the building.
6— WIRING. Wires for lighting and power shall be ap-
proved by Underwriter's label for size, grade and insulation.
7— OUTLET BOXES, SWITCHES, RECEPTACLES. Outlet
boxes shall be standard pressed steel knockout boxes. Local
switches shall be single pole type with beveled edge Bake-
lite cover. Wall receptacles shall be Spartan Type, duplex
with beveled edge Bakelite cover.
8— POSITION OF OUTLETS. Unless otherwise directed
or indicated, plug receptacles shall be 16 in. above finish
floor, wall brackets 6 ft. -0 in. above floor, wall switches 4 ft.
0 in. above floor. Outlet shall center not less than 7 in. from
opening trim and where required must be centered on wall,
ceiling or paneled spaces. •
9- TELEPHONE CONDUIT. Conduit similar to electrical
conduit shall be installed from a suitable place on the ex-
terior
of building to a location for telephone outlet. The
TELEPHONE COMPANY will pull their wire apart from this
contract.
10— CUTTING PATCHING SLEEVES, etc. This contractor
shall do all the cutfing and patching necessary for the
proper installation of his work. All sleeves etc. required shall
be furnished, and installed under this contract.
PAINTING
See specification notes on Sheet No. 1;
1 —The extent of the painting is shown on Sheet No. 1.
The painting contractor is to returns to the job after other
trades have left and touch up and generally leave in a
clean condition.
2 —The intent of this contract shall be that the Painting
Contractor employ competent help and use good grade pig-
ment, oils, lead, etc. •
•
If the walls and woodwork are not in a condition to
receive a good paint job, this contractor should state this to
the architect or the owner. It is not the intent of this contract
that the Painting Contractor cover up the faulty work of
other trades.
3-- STUCCO will be as follows: Using SEC cement coat
for both 'coats, White No. 80. ,MIXING. Mix dry powder in
bucket by adding 21/2 quarts ,water slowly to 5 lbs. of pow-
der while stirring until mixed to a heavy paste free from
lumps. After this is done, add balance of water to bring to
creamy brushing consistency and allow to stand for twenty
[20] minutes before using. Do not mix more material than
cart be used up in three hours. Tinting can be done by the
use of good dry colors: earth pigments, chromium, and iron
oxides.
4— CAULKING is not included.
5 —The painter should visit the job early and • back -prime
all millwork with one coat aluminum paint.
6— Should the Painting Contractor desire to use paint
products other than those called for on Sheet No. 1, he should
Isk permission for this change.
ROOFING -
Refer entirely to specification notes for type of roofing
required.
1 —The Roofing Contractor is to make sure that the roof
surfaces are ready for hini before he starts his work, and he
is to instruct the Carpenter Contractor in such changes as he
may desire before he begins. This contractor must guarantee
his work for a period of 1 year from the date of completion
and to make good any defective work that shows up in
that time or to give a bond if this is required on the draw-
ings. [to be paid separately by the owner].
TILE WORK
Refer to "Space Finish" and to Specification notes on
drawing No. 1. .
Note A. The Basic specification of the Third and subse-
quent editions of the TILE MANUFACTURERS ASSOCIATION,
INC., is made a part of this sub- contract.
1 —Matt glazed or similar type to be of Franklin Pottery,
American Encaustic Company or similar tile of standard
grade. Quarry tile, if called for, is domestic U. S. Quarry Tile
Co. or similar. Tile work is to be set by experienced mechan-
ics and is to be done in a clean workmanlike manner.
2— WORKMANSHIP. All work installed by this contrac-
tor when completed shall be free from defects of any kind
as to material and workmanship. This contractor is to return
to the building after all trades have left and do all grouting
and repairing and cleaning to the satisfaction of the archi-
tect or his agent.
Note B. Bathroom Accessories are also Noted on Sheet
No. 1 under "Tile Work Notes ".
HARDWARE
The work under this section shall include the furnishings
and installation of all builder's hardware, and the installation
of all finishing hardware, all as required to complete the
work.
1— FINISH HARDWARE except as below shall be fur-
nished under an allowance. Upon delivery it shall be cared
for by this contractor and installed in the work.
2— BUILDER'S HARDWARE shall include all nails, screws,
spikes, bolts, joists, hangers, stirrups, etc., and shall be a part
of the general contract.
3— THRESHOLDS AND WEATHER STRIPS. See Sheet
No. 1.
LATHING, PLASTERING, STUCCO.
1-=Products of the U. S. Cypsum Co. to be used or equal
if approved by the architect [or his agent].
2 —WOOD LATH shall be best quality well seasoned
Cypress spaced 1/4 in. apart and nailed at every bearing and
well wetted before plastering.
3 —METAL LATH shall be 24 ga. expanded metal or Clin-
ton cloth- for all corners and intersections of wood and mason-
ry, etc.
4— GROUNDS shall be set by carpenter contractor.
5— PLASTER shall be 2 coat work. The scratch work shall
consist of 1 part sand and 1 part fibered gypsum plaster.
6— TEXTURED PLASTER shall be finished coat of Gyp-
sum Plaster, hydrated lime and screened brown plaster with
added color if called for on drawing No. 1 applied to a
modulated surface as directed by the architect.
7 —HARD FINISH for kitchens and baths shall be similar
except a larger percentage of screened brown plaster shall
be used.
8.— EXTERIOR CORNERS shown on plans or details shall
have plaster burr nose returns using a 1 in. radius zinc
corner bead., •
9— FINISH PLASTER in baths shall be executed after the
tile is placed.
10— STUCCO shall be 2 coat work. Scratch coat shall con-
sist of 1 part Portland Cement, 2 parts sand and 1 /4 lime
putty fibered as necessary. Under coat brought to true plane
and scratched. The finish coat shall consist of 1 part Portland
Cement - and 21/2 parts of sand. SEC., CRYSTEX or similar
water proofing paste is to be added to both coats according
to the manufacturer's directions.
11— CUTTING AND PATCHING. This contractor skiall ed
his own expense do all the cutting and patching ret,? at. --
by other trades, leaving all surfaces in perfect conditip ..
the completion of the work. r
12— CLEANING. Upon the completion, all plaster stains
shall be removed from the work. All debris and the whole
left in a clean and neat condition.
13 —This. contractor will provide his own SCAFFQLDING.
PLUMBING
Refer to specification notes on Sheet No. 1.
Registered Architect.
1— SCOPE. The work under this section shall include the
complete installation of the plumbing system for cold water,
hot water, gas piping, if shown on plans, and sanitary sys-
tem, including the service* disposal, water supply lines and
plumbing fixtures. This Sub- contractor must pay ALL con-
nection fees for the plumbing work. The plumbing system
must comply with all the ordinances and regulations gov-
erning same. ,-
-
2- EXCAVATION. This contractor shall do all excavat-
ing and digging necessary in completing his contract, back .
filling properly after his work has been inspected and ap-
proved.
3— SEWER. The connection to a City Sewer shall be
made by the City authorities. and carried to the lot by the
plumbing contractor who will connect his system of piping
continuing the soil pipe under building and connect to all fix -
tures with the proper size as directed in the City Ordinances.
All joints in soil and vent piping shall be packed with Oakum
and run with Molten lead properly caulked.
4— SEPTIC TANK. If there is no City. Sewer, the plumb-
ing contractor shall supply a septic tank of capacity shown
and make all connections.
5 —WATER SYSTEM. Meter will be furnished and in-
stalled with gate valve on house side by the Water Com-
pany. From meter run pipe to East riser and 3/4 in. pipe to all
baths, kitchens and necessary size pipe from there distrib-
uting cold water to all fixtures in the building and sill cocks
as indicated on the plans. Install 3 /4 in. x 12 in. air chambers
on all risers. Hot water supply lines from water heaters to
baths shall be 3 /4 in. Run hot water pipes to all fixtures ex-
cept water closets and sill cocks. Provide valve at each
bathroom so that water for both hot and cold water risers
can be shut off without disturbing other supplies. Water
tap fee if any shall be paid by this sub contractor.
6—GAS PIPING. Install complete piping layout to any
gas connection shown on the plans. Meters shall be furnished
and installed by Local Gas Company: Piping to all gas con-
nections shall be sufficient size as required by . the Gas
Company. Plumber to run pipe from main to meters.
7- -PIPE. Soil and vent pipe shall be weights as called
for by Codes and by City Ordinance, with hub and spigot
ends. Gas piping and hot and cold water lines shall be gal-
vanized mild steel pipe. Lead pipe shall be "D" quality. Fit-
tings shall correspond in weight, type and grades as pipe to
which they are connected. Cold water valves No. 440 hot and
cold water valve No. 7 Crane Company or equal.
8 —ROOF FLANGES. Install 16 oz. copper improved type
roof flanges on all stack and vent connections that pass
through roofs. These flanges shall be made water tight and
weather -proof by this contractor.
9— GUARANTEE. THE PLUMBING CONTRACTOR will
be responsible for the proper operation of the entire building
plumbing installation for the period of one year from date .
of acceptance. He shall make good at his own expense any
defect in manufacture or imperfect workmanship within this
time limit.
10 —A list of Plumbing Fixtures is shown on Sheet No. 1.
11 —The equipment for supplying hot water will generally
be held to be a part of this sub - contract, but the Plumbing
contractor should state in his bid whether or not such equip-
ment is included. This will apply to all types of hot water
heaters [solar systems — electric or gas heaters].
DAVID T. ELLIS,
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INSULATION
SEE SPECIFICATION ATTACHED
EXTEQJOQ
THE GE u,)- Co oTJ ACT04- G 9 -.eo(6 TstE
e u n_D, ••t'. As Su TO S- o •o o-T
AL.L Aa-oo M >'S0 .
\VALLS - SEE SPEC. (IticLopiksc. topoc CjAR4 • wa.,.$).
METAL - ONE COAT RED LEAD- ONE COAT ��Q.USTOLEU M "
WOOD - ONE COAT PRIMER., TWO COATS NOUSE PAINT (SECOND
COAT THINNED \VITN Vs TURPS.
iNTh Q2.,1oa..
PAi1TED
CEILINGS " PAINTED
METAL 1 ONE. COAT PRIMER., ONE COAT FLAT (V3 TURPS) ONE
WOOD COAT ENAMEL (NOT THINNED)
KITCHEN PATHS - WALLS 4 CEILINGS PAINTED TNR.EE COATS. LAST
COAT ENAMEL. (OiL, ?AIt1T)
CAVLIGING IS 1aOT INCLUDED.
GLIDDEN- PITTSPSURLGN- DUPONT ARE STANDARD PAINTS FOR. THIS CONTRACT
ELECTRIC METERS TO ISE COVER-
ED WITH SMALL * 1 CYP. PDX, -
%g" BATTEN DOOR„' V JO1NT T 46.
ACC E s S DOORS - 2' O ",r Z- O -'* 1 CYP.
FRAMES. 3 /4 b12.1CK. MOLD OUTSIDE.
- SteS14 HAS l%g "x 2 1 CYP. FRAMES
WITH PAN>.1 0; Yq' MESH CLINTON
\\1112.E.
SCUTTLE TO ATTIC - 3' - -0"x 3'-0"
2 "x 4" Y. P. FRAME 1 /2" PLANTED
5TOP. SASH FRAME I x 2
CYPRESS. PANEL OF STAMPED
COPPER (GRILLE) .
IF INDICATED ON PLANS. PSAT1a .
ROOM CABINET FITS 1N 4"
WALL. TYPICAL INTERIOR FRAME
)(G6 PLY PSACK ABOUT
2=0" x 3 =0 (CHECK AT J06) WITH
3 - i "x 3" GYP. SHELVES.
ALL TRADES TO DO TP 1R,
O \VN CLEANING UP AT
I✓N D OF SUB CONTi2.ACT.
1
714 IS PROJECT IS TO PaE
FINANCED ?Y AN F.P.A.
1NSUR.ED LOAN ALL
STANDARDS ,1 =TC., O1= T1115
AUT140P -ITY MUST 1) .
FOLLOWED.
CONSULT \VITN O \VNE.R. •APSOUT GAS
PIPING 511O \VN IM LITGIIE:N.
PLUMR3R- PAYS ALL PEES FOR TAP
ETC., 4 METER. DEPOSIT TO WATER
COMPANY (1N OWNERS NAME. )
1-IOT \VAT1;2 SYSTEM
Gallo Solar Sys`.er+ coP.2nlet
No. 1 ?•
i\o. � � • Dv.� , u;; cam;?, and
:nOSes of re.^,r: nnla .
ed co`' all as rnanu$act,.,- d and instal ec
byt?,e
SOLAR WATER •EAT.ER CO.
of Miami, Flor :d
EXTERIOR FRAMES 4 1 CYPRESS
OUT OF 2 "x Ci", REBATED, \VIT11
STOCK 3 /4" P52.1C1C. MOLD EACH SiDE.
KITCHEN CAiSiNETS -
UPPER SECTIONS 3'-(" H1GU ,
\ViDT11 AS INDICATED. 14" DEEP
Y P12 >3AC1C, /8" *1 CYPQ.ESS
P12AMES. 3 /4% PLY DOORS, 3 -
CYPRESS 12" SUELVES, 1 4" T111GIL.
LO \VEIL SECTIONS - PREPARE FOR.
\VOOD,LIMO. OR. TILE TOP. AS IND-
iCATED. 7 /8" 4 i CYP. PQAMES , 3 /6 "
F12, BACKS. %4" PLY DOORS, 4" TOE
SPACE. PROVIDE FOR. 2 DRAWERS
6" DEEP. 7 /g" FRONT, 3 4," SIDES 4
13AC1C -. 3 k PLY PIQZ boTTOMS.
MAPLE OR. b112.C11 GUIDES ON
CENTER,.
T3ROOM GANNET HAS *: PLY P1Q.
BACK., 7 /g" ` 1 CYP. ENDS %2" CYP
STOPS. %4. PLY FIR. 00025. 1-
CYP. 12" 511 ELI: §3 1 "x d UOOIC-
STRLi P.
LIGLITING FIXTUR (SET I'SY ;LEG. CONTRACTOR)
F1 N 1S14 H AQDWARE. (SET 15Y CARPENTER.
GARAGE. DOORS NA2.DWARE INSTALLED
VENETIAN t E1'ND5 GUID
CUR.OM E /hATLI ACC
?DATU 146ATEQ5 C5T FAY ELEG. CONTIZ.
MANTEL 1=01, FIREPLACE
AWNINGS
LAPSJD5CAPUJG PLANTS.
CAULILIMG (ISY LIAND )
O2NAMENTiAL 12OM\VO2K.
GA25AGE IZ.ECEPTAGL1. (1N5TALLED
SPR.I M It.LE12. SYSTEM (LAWN)
INSTALL
4 x 44" MATT TILE.
4 =0" WAINSCOT GLAZED CUSHION EDGE TiLE. .5 -G" AT TUTS, OR,
Co =O" AT S11O \VER. ENCLOSURE (SEE TILE\VORIC NOTES), PLASTER A1SOVE
PLASTER-
WINDOW STOOLS - GLAZED TILE
CLOSETS UNLESS MARKED `CEDAR-",TYPICAL FINISH 15 SAME AS
1N Q -OOMS- EACH CLOSET HAS ONE 12" SHELF, ONE 1" GALV. IRON POE. 1400i.
STRIP 1x4". TWELVE ENAMELED 4" 1000KS. ALL WOOD IS ` i COM.Y.P.
"CEDAR LINING' WHEN INDICATED, IS >32O\VNS * TENNESSEE.
LINEN CLOSETS HAVE FIVE i3 GYP SHELVES FULL DEPTI4 OF CLOSET.
LAVATORY \VUiTE - C fl
CLOSET' -- \V 11IT1: - 649-E
Ct1t04 (CRANE)
REGAL *GOO SEAT COVER_
P,R.ASS FLANGE E I5OLTS.
�,00�IN
TYPICAL bASE TURUOUT Is # I
CYPRESS 2 x %4" MOLDED ! D.
KEYED TOP EDGE,WITU 3 74 .8 SHOE.
STORM SHUTTERS
MEDICINE CA151■-1=-TS
PR.tm - Ts of •TtlEss D2A \VtMG5
AQt , oT VAL'O 1.3ILt:SS TREY
t'SEAR TILE STATE. SEAL.
LIVING R.00M
FLOOR- 11774n - r OfK S~'t 'CT 1 X 3 c :Q
N A S E. TYi v nC?
L N
WALLS
" CEILiNG 5
\VINoo v STOOLS MATT c$,A7:7). TT! ±r
to EARTL1
DINING ROOM
FLOOR.
PSA
WA L L,S
CEILING .•
♦ II4DO\V STOOLS
�BATU �IXTUR.[.S
TtTh - WHITE -
C 3306 (CRANE)
G 93 FITTINGS *it, tqz
PROVIDE RADIO PLUG IN
LIVING ROOM WITH ANTENNA
IN ATTIC.
ALL WORK- IS To 13a DONE=
IN
ACCORDANCE Wt•C4
c17• 5T &TE 4 4AT100AL,
ELECTRtGAL GQDES
CONSULT WITH OR.
O \VNE2,5EF02E SIGNING CONTRACT,
REGARDING THE: INCLUSION OF
ELECTRIC SERVICE FOR RANGE..
INTERIOR PRAM E S I CYPRESS
3 x 7 /8 - Yz PLANTED STOP.
STOCK 4 QUARTER. 'PEAS'
GROUND EACH SIDE
GLAZING
\\/A1 PS
\V1lEQE MARKED "M.T. "ON PLAN
PROVIDE 3" 62.0NZE THRESHOLD
(C11AM15E2LSN * 840 1S STAND-
ARD) WITH SPRING I3R.ONZE
JAMBS 4 M=AD.
CASU ALLO \VANCS
FOOTINGS AS INDICATED
STANDARD • CRANE= • tf1GG5
OQ Ell
P1XTUR.ES A2-E EQUAL
PLUMBING
E LECTIII CA L
PROVIDE. FRANK ADAMS,
COLUN1ISIA 02 EQUAL PANEL
2 CIR -CULTS LARGER. THAN
NECESSARY.
M 1 LL \VOQ1._
INTERIOR. DOORS e' -8 0 x 1
P1R, \V1DTH5 5110 \VN ON PLANS.
7 , 7 .055 '_uA;N1�.L
E.XTEi.1OQ FRONT D00R- 3 ' , 7 ' ,
1 (1 SCREEN DOOR) .
EXTERIOR REAR. DOOR. 6-8 x 13 4 "
CYPRESS COMBINATION GLASS
SCREEN UPPER_ PANEL.
ST��L \VINDO \VS
ALL STANDARD MAKES OF LIGHT
SECTION ROLLED STEEL SASH
USING GETTY TSRONZE �1N15H
(STANDARD) OPERATORS E CATCH.
SCREENS ARE * 18 M COPPER.
\V1R.E,W1TU GALV. STEEL FRAMES.
TO 5E ATTACHED TO STANDARD
(OUT OP 2 x 4) * 2 CYPRESS
CREOSOTED ISUCi..S.
NOTE! I1= PRECAST CONCRETE
FRAMES ARE USED, THEY MUST
PEE MADE OP WATERPROOFED
V1 TSRATED CONCRETE.
CATALOGUE NUMPSEILS ARE
INDICATED OM PLANS.
GENERALLY D.S. r3. TURUOUT.
T[ i2. M I T L CONTROL SACK. PATCH. SEC -*4.
28. GA. TOt3CA1,1 STRIP ALL AROUND
AT FIRST FLoorL PLATE G" \VIDE
4 SET 1 N HOT P1TC46400D' fLoo?,,
ALL EXPOSED LUMINEQ TREATED
WITH CREOSOTE OR CEL -CUR:
SOL.CC&.vs«4E0 0.43.
T1 L� \VOQ.1�.
INCLUDE SIX STANDARD
ACCESSORIES iN EACH P>ATN
ROOM IN ' T LACK' WARE .
ALL 13ATUS HAVE 2 PSULLNOSE TOP
STRIP. PROJECT » FRAM PLASTER.
ROUNDED COVE BASE PIECE.
SQUARE INSIDE CORNERS f 1"
ROUNDED STRIP OUTSIDE CORNERS.
REFER TO SPECIFICATION
PLASTER. STUCCO
71115 CONTRACT CALLS FOR. TEXTURE
PLASTER. 1N ALL SPACES EXCSPT
KiTCUEN 4 PSAT11 (`to HAVE
SMOOTH FINISH). ADDED COLOR-
IN TEXTURED SPACES IF WALLS
4 CEILiNCS ARE NOT TO 5E
PAINTED. SEE " PAINTING".
CONSULT \VITN PPUILDER. 12EGARD-
SNG TWO COATS STUCCO F
METAL LATH ON SOLAR 50X.
ADD \ SEC' OR. EQUAL WATER-
PROOFING TO SOTS STUCCO COATS
THREE LPPS. TO ONE SACK i3ATCH.
sirc'$ 1
MASONR
ADD 'SEC OIL EQUAL TO MASONRY
MORTAR -. 711161:- LES TO OISE
THE GEN• CoM A.cT•R. '5 To - rAv -- V
trsPfcter. teas - NAY TI►m ST
is MACE D ComeEGTt'• Ex&cT1 -y to
TUE QoS 1T GALLED fot•Wt'nnto tr
AN/ SairIIOC. tt.114114 ColOCRS1Et IS
BEpi Poor..
gE1.)F. STee&. Masi BE ME& SToc.
THE ARCHITECT REQUESTS THAI
NO FOREIGN CEMENT PSE USED
FOR ANY PART OF THIS \YORK,
1
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Seto AILS
AT JAM$
S1.o? AT Kr AO
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