920 NE 95 St (2)green or wet lumber or during damp, rainy weather. Paint or varnish to be best quality of ap-
proved manufacture, delivered in original sealed Painter shall submit color samples of in-
terior and exterior finish, for the approval of the owner.
8 -03 INTERIOR WOODWORK AND TRIM:
Except as noted, shall receive one coat of oil paint in colors as selected, and an additional coat of
half flat and half enamel. Where cathedral or exposed wood ceilings are indicated, those shall be
stained and antiqued as directed.
To all woodwork in kitchen and baths, apply two coats of enamel under coater, then one coat of
interior gloss enamel, tinted- as directed.
Cupboards, cabinets, open shelves, etc., shall be painted on the inside, and outside and on the
edges; tops and bottoms of all shelves, doors, drawers, etc.
8 -04 EXTERIOR WOODWORK AND TRIM:
Exterior woodwork, including doors, sash and frames, etc., shall receive three coats of lead and oil
paint, tinted as directed. Each coat of paint shall be allowed to dry at least 36 hours before appli-
cation of the next coat.
8 -05 INTERIOR PLASTER WALLS AND CEILINGS:
In the kitchen and baths paint one coat of a primer sealer, one coat of undercoat and one coat of
gloss enamel, colors as selected. All other plaster surfaces shall remain unpainted.
8 -06 EXTERIOR STUCCO:
Shall receive two coats "Sec" stucco paint, tinted as directed.
SECTION 9 —TILE AND TERRAZZO
9 -01 WORK INCLUDES:
Tile floors, wainscote and accessories in each bath, kitchen drain tile, etc., as noted on plans. Set
tiles with miracle adhesive as per manufacturers' specification.
9 -02 BATHS, rrazzo
Shall have'ttte floors, tile wainscote 4'6" high and 6'0" high over tub or shower, in colors selected.
Six pieces tile accessories.
9 -03 KITCHEN:
Counters, splash and ends to have 4%" x 4 tile.
9 -04 WINDOW SILLS:
Furnish and install bullnose tile sills for all windows and for ledges as noted. Kitchen and baths to
have sills matching the tile.
Page Twelve
7 -05 CEMENT PLASTER:
Where cement plaster is noted, this shall be composed of one part cement and two parts sand, ap-
plied in two coats. A scratch coat shall be applied to surfaces to receive tile work. Unless otherwise
noted, cement plaster shall be sand finish.
7 -06 STUCCO:
Except where otherwise noted, all exterior walls, jambs, heads and sills of windows or other open-
ings in wall surfaces, shall receive two coats of cement stucco. Stucco shall be composed of one
part Portland cement and two parts sand, waterproofed with "Sec ", "Fluresit" or other approved
compound, mixed in accordance with manufacturers' directions. Refer to plans for run molds or other
special stucco requirements.
- 7$7 :
11 T
7 -08 CUTTING AND PATCHING:
This Contractor shall do all necessary cutting and patching of plaster or stucco as required after
other trades. Patching must be done in a neat and workmanlike manner, leaving neither stains nor
cracks.
SECTION 8 - PAINTING
8 -01 WORK INCLUDES:
The painting or finishing of all exterior woodwork, metal work and cement surfaces and the finish-
ing of all interior woodwork and plaster.
8 -02 IN GENERAL:
All nail holes, cracks and small defects shall be puttied and all surfaces properly cleaned and pre-
pared before painting or finishing. Cover knots with shellac before priming coat. Do not paint on
Page Eleven
6 -02 THRESHOLDS AND WEATHERSTRIPPING:
This Contractor shall provide and install white metal weatherstrips and 3 aluminum threshholds
on all doors noted on door schedule.
6 -03 VENETIAN BLIND GUIDES:
Unless otherwise specifically noted, all window openings shall be provided with solid brass Chanel
guides, recessed into the jambs.
6 -04 SLIDING DOORS:
Sliding door tracks shall be of the type noted on plans, and shall be provided by this Contractor.
7 -01 SCOPE OF WORK:
The work proposed under this specification shall include all material, labor, equipment and services
necessary for and relevant to the installation of all lath, plaster and stucco work throughout the in-
terior and exterior portions of the building.
7 -02 LATHING:
All walls and ceilings, except where otherwise noted, shall be lathed with 5' 16" Gypsum plaster
base or rock lath securely nailed to furring, studs or joists with galvanized nails. A strip of 20
gauge galvanized wire fabric shall be applied continuously around all plaster openings shown on
plans and around the inside and outside corners or intersections of walls and ceilings.
7 -03 METAL LATH:
SECTION 7 — LATH, PLASTER AND STUCCO
7 -04 PLASTER:
Iota and outlet grilles as noted.
Walls, wainscotes or other surfaces to be tiled or plastered with cement plaster, shall be lathed with
2.4 pound galvanized expanded metal lath.
Unless otherwise noted or specified, the entire interior of the building shall be plastered on lath or
masonry. Plaster shall be applied over metal lath in three coats; and over masonry or rock lath in
two coats. All interior walls and ceilings, except in kitchen and bath room, or as otherwise noted,
shall be sand finish with color added to the finish coat. Plaster in kitchen and bath shall be smooth
trowel finish. All plastering shall be brought out flush with the grounds, and plastering adjacent to
the tile work shall be finished flush to the face of the tile, or 1/16" back of tile cap or base. All
plaster shall be U. S. Gypsum, or equal. Refer to plans for run molds or special plaster require-
ments.
Page Ten
5 -02 ROOFING MATERIALS:
Roofing shall be of the type and kind as noted on the plans, laid over a 30# felt, tin tagged, and,
a 90# slate surfaced felt mopped down. Lap felts 3" and cover hips and ridges with a 12" strip of
90# felt.
5 -03 ROOFING:
The entire roof shall be covered with white cement shingle tile.
5 -04 FLASHING:
All intersections of the roof with vertical surfaces of every nature shall be flashed and counter
flashed with 16 ounce soft roofing- temper copper. All pipes passing through the roof shall be
flashed and counter flashed. Counter flashing shall be caulked into the hubs or held with brass
clamps embedded in elastic cement or white lead.
5 -05 EAVE DRIPS:
Unless otherwise noted, all eaves shall be provided with metal eave drips as noted on the plans.
5 -06 NAILS:
All nails used in connection with sheetmetal work shall be hard copper nails.
507 TERMITE SHIE D
r . . � ... - • • • ' .. •
139
5 -08 MISCELLANEOUS:
Reference shall be made to the plans for special items of sheetmetal work.
SECTION 6— MISCELLANEOUS IRON, BRONZE, ETC.
6 -01 SCOPE OF WORK:
Reference shall be made to paragraph #18, section #4, for items called for as "rough hardware ". All
other miscellaneous iron, bronze, etc., shall be provided as noted on plans.
Page Nine
4 -11 WINDOWS:. ;> t p; ..
windows, unless otherwise noted, shall be Residential Steel casements of standard types. Sections--
shall - .11ed, solid steel bars, with weathering baffles rolled integrally to proved Trfin sous
double contact : • the frame and casement leaf members. Corners sh. . mitered, electri-
cally butt welded and o -Thy frame members shall be pre.: :• or the attachment of screen
fittings. All casement leaves shall . e ' , - hinged to open . u . • equipped with cleaning type hinges.
Each casement leaf shall have operating sill and shall be equipped with a cam ac-
tion locking handle. All windows. shall - e standar :. • -rize�tc firiish,,A separate screen, designed
for easy attachment, shall . - ' .p ied for each casement. Frame 1 be cord- relied steel, Bonder -
ized and painted gray primer, dipped on and baked dry. Screen c o a • .11 be 18 inesh.,..,All
screen shall be Bronze Wire. All sash shall be glazed with single stren _ • — glass. Caulk
ound all frames. ``��„.
tj 0w
-tc--yAnder-
4 -12 INTERIOR WOODWORK:
All interior woodwork that is to receive paint finish, shall be velvet pine. All interior door frames
shall be provided with applied stops. All sliding doors shall be provided with wood frame pockets.
Tracks shall be Harvey "FW6".
4 -13 DOORS:
All doors shall be of fir of sizes and design noted on door schedule, and shall be of mortize and
ten -non construction. Louvered doors shall be of operating or stationary type louvers as noted on
plans. All glass panels, unless otherwise noted, shall be D. S. A. glass, or plate glass as noted on
drawings.
4 -13 (B) GARAGE DOORS:
All doors shall be fir 13/4" thick, with panels or applied mouldings, folding or awning type, as noted
on drawings. Hardware for garage doors shall be Stanley or equal manufacture.
4 -14 SCREENS:
Unless otherwise noted, all screen doors shall be of clear fir with 18 mesh bronze screen wire. All
nails shall be copper. But strip shall be provided at bottom of all screen doors.
Page Eight
4 -15 CABINETS:
Kitchen cabinets shall be as shown. Other cabinets, cases, shelves, etc., shall be provided and in-
stalled in accordance with plans and details.
4 -16 CLOSET FITTINGS:
Except as otherwise shown or specified, all closets shall be fitted with two shelves, a clothes pole,
hook strip and shoe rack. Clothes pole shall be 3 / 4 " galvanized pipe. Unless otherwise noted, closets
shall be finished the same as the adjoining room.
4 -17 ROUGH HARDWARE:
The contractor shall furnish all rough hardware required in connection with the construction, such
as nails, screws, bolts, anchors, straps, etc. Garage door equipment shall be provided under this
heading as required.
4 -18 FINISH HARDWARE:
All finish hardware shall be provided under a cash allowance. Before the painter starts his work,
all hardware shall be accurately and completely set, fitted, removed, identified and marked as to
location, stored away until after the painting is completed, then carefully and accurately reset.
4 -19 MEDICINE CABINETS:
Medicine cabinets shall be provided under a cash allowance. Cabinets shall be installed by this
Contractor.
4 -2 :
441 LINOLEUM:
... • . . . •• • . .s • 11 . . 1
• . _ .. _ _ . _ - • ... " .. • .. . . .. • i . 1 •
floGda4g - --
4 -22 MISCELLANEOUS:
Reference shall be made to the plans for items of carpentry millwork not specially mentioned here-
in.
SECTION 5 — ROOFING AND SHEETMETAL
5 -01 SCOPE OF WORK:
The work proposed under this specification shall include all labor, material, equipment and serv-
ices necessary for, and relevant to, the installation of all roofing, flashing and other sheetmetal work,
to the end that all work shall be watertight at completion. Rosin shall be used as a flux for all
copper work.
Page Seven
4 -05 JOISTS AND RAFTERS:
A , s. Rafters and ceiling joists shall
be 2" x 6" spaced at 16" centers, unless other sizes and spacings are shown. et
- ef
serva-
ti . .. • feet witlr F x 4" g,ng. Rafters
shall be properly seated on the bearing plates, well spiked and anchored as required by the local
building code, using galvanized anchors. Ceiling joists shall be securely spiked to each rafter, or
otherwise anchored as may be required.
4 -06 SHEATHING:
All roof surfaces shall be sheathed solid with 1" x 6" T. & G. No. 2 pine sheathing, securely laid with
at least two nails to each bearing. Wood subfloors shall be secured with at least two nails to each
bearing. Exposed overhanging eaves, unless other wise noted, shall be sheathed with B and better
1" x 6" T. & G. V. grooved sheathing.
4.07 FURRING:
Unless otherwise noted, the interior of all masonry walls shall be furred with 1" x 2" furring. Fur-
ring shall be treated with an approved preservative and shall be securely nailed to the masonry
with case hardened cut nails. Where tile wainscotes occur, with plaster walls above, (1 ") fur-
ring occures above the tile, to the end that tile plaster surfaces shall finish on the same plane.
Where furring occurs adjacent to chimneys, 1/2" sheet asbestos shall be applied between the masonry
and the furring.
—OUT
All •a11. to havo 2 A 4" u. 2" A 6" studA, 1a" vu cvutri, as shown ' e
Page Six
. 1 -
'' . ' . . VIP .
. .-
4 -09 EXTERIOR WOODWORK:
Otherwise noted, all exterior woodwork such as show rafters, wood cornices, etc., shall be selected
dense pine or selected fir. Exterior wood frames, grilles and moulding around door or window
frames shall be velvet pine.
4 -10 EXTERIOR DOOR FRAMES:
All exterior door frames shall be of velvet pine rabbetted for door and screen. Frames shall be pro-
vided with stucco or brick moulds loose nailed for caulking. All exterior door frames shall be treated
with an approved preservative before delivery to the job. Exterior door frames shall be thoroughly
caulked with an approved plastic compound.
a
3 -08 MORTAR:
Mortar for all masonry work shall be composed of one -half ( / sack of Portland Cement, one (1)
sack of masonry cement, four and one -half (4 cubic feet of sand. Mortar shall be used within 1
hours mixing. No mortar shall be retempered.
3 . VENTS.
Pre=
Whe
• . • • l 1 . . .
3 -10 MISCELLANEOUS IRON:
The mason shall build in all miscellaneous iron and steel such as angle lintels, joist and rafter an-
chors, hangers, bolts, etc. as may be required to fully complete the work.
3 -11 WALKS AND DRIVES:
Shall be as noted on the plans.
3 -12 ET€ - JO4STS4–
•
-floors-With-heavy-building
per and sand.
SECTION 4 CARPENTRY AND MILLWORK
sizes
4 -01 SCOPE OF WORK:
The work contemplated under this section includes the furnishing of all materials and labor neces-
sary for all rough carpentry, form work, framing and finish carpentry, interior and exterior mill-
work, and all other work as may be reasonably implied as belonging to carpentry.
4 -02 FORM WORK:
Shall be built in accordance with Paragraph No. 3 -03, Section 3.
4 -03 FRAMING LUMBER:
All dimension lumber, except as otherwise noted, shall be No. 2 common pine. All exposed timbers for
beams, show rafters, etc., shall be select heart pine or fir unless otherwise noted. Where cypress
timber is noted on the plans, such timber shall be clear cypress. Treat all timber ends in masonry
with Cromated Zinc Chloride or other approved preservative.
4 -04 STUDDING AND PLATES:
All studding, unless otherwise noted, shall be 2" x 4" spaced not to exceed 16" centers. All non-
bearing partitions shall have a single top and bottom plate. For bearing partitions the top plate
shall be doubled. Studs shall be doubled at all openings, and heads shall be doubled for all open-
ings four feet or less. Heads of openings exceeding four feet shall be trussed. All partitions shall
have fire stops out in midway between the plates, or at intervals not to exceed five feet. Starting
studs, framed in contact with masonry walls and wall plates shall be treated with an approved
preservative and shall be bolted or otherwise securely anchored to the masonry, in accordance with
the local building code.
Page Five
3 -02 MATERIALS:
The following list of masonry materials cover items generally used. Materials shall be the best of
their respective kinds.
CEMENT: Shall be Portland cement conforming to the current standard specifications of the
A. S. T. M.
MASONRY CEMENT: Shall be "Florida Masonry" cement or approved equal.
SAND: Shall be clean, sharp and free from any foreign or deleterious matter, and shall be
graded from coarse to fine.
BROKEN ROCK: Shall be clean and hard, graded in size from 1 / 4 " to 3/4", unless otherwise
noted.
CONCRETE BLOCK: Shall be approved manufacture, 8" x 8" x 16 ", conforming to the re-
quirements of local building codes, and bearing the Underwriter's Certificate of Approval.
CEMENT BRICKS: Shall be approved manufacture, and shall be well cured, hard and of
standard sizes.
SLUMPED BRICK: Shall be of concrete vibrated and slumped.
GLASS BRICK: Shall be of sizes shown on drawings and shall be laid in cement mortar.
Provide expansion joints and reinforcing as per manufacturers' direction.
WATER: Shall be from the city mains.
CAST STONE FLAGGING: Shall be 24" x 24" x 2" thick, set on concrete slab.
3 - 03 REINFORCING STEEL:
All steel bars shall be of the sizes noted on the structural drawings, and shall be new intermediate
grade, correctly fabricated, placed and held rigidly by ties and chairs.
3 - 04 FORMS:
All forms shall be constructed of required sizes for structural members shown on the drawings.
Form -work shall be sufficiently tight to prevent loss of cement, and shall be braced and shored so as
to avoid distortion when the concrete is placed.
3 - 05 CONCRETE:
Unless otherwise noted, all plain and reinforced concrete shall be mixed in proportions of 1 part
cement, 2 parts sand, 3 parts stone, with sufficient water to provide a plastic and workable
mix.
3 - 06 FINISH CEMENT FLOORS:
All floor surfaces marked "Cement" shall be plain cement, with slope or pitch indicated on plans.
Where colored cement is noted, the color selected shall be integrally mixed with the topping
materials.
3 - 07 MASONRY WORK:
All masonry units shall be laid up true and plumb in a substantial and workmanlike manner. Cem-
ent brick may be used for incidental filling where necessary in masonry work. All masonry units shall
be laid on full mortar beds, carefully filling in the vertical joints. Exposed masonry units shall have
the joints wiped with gunny sack.
Page Four
The General Contractor shall read the articles in this specification pertaining to the work covered
in the cash allowances to ascertain whether or not there are any special conditions covering the
installation of same.
A. Hardware $
B. Electric Fixtures - $
# uitias a bidx. l sn) _ $
D. Medicine Cabinets $
Xlvkis $
IxxiA1051.099c
G. Living Room Mantel and Hearth $
bd X iiin2kWN $
IZAtadklaszt - $
J. 15 Gal. Garbage Receptacles $ 40.00
Izm ir*lialttZtlz $
SECTION 2 — EARTHWORK
150.00
80.00
75.00
100.00
2 -01 SCOPE OF WORK:
This work includes all necessary earth and rock excavating, filling and back - filling, rough and fin-
ished grading necessary for footings, foundation walls, terraces, etc., shown on the plans. The
plumber and electrician shall do all excavating and back - filling necessary for their work.
2 -02 FILL AND BACK -FILL:
Material from excavations shall be used for back - filling and rough grading. Where additional fill is
required such material shall be clean and free from rubbish or other objectionable matter.
2 -03 GRADING:
The finished grading will be done by the landscaper. The General Contractor shall fill or excavate
as necessary to, bring the rough grade to a point two (2) inches below the finished grades shown on
the drawings at the building line. From these levels, the grades shall be worked down to meet the
natural grade at a point approximately ten (10) feet from the building in all directions.
SECTION 3 — CONCRETE, MASONRY & STEEL
3 -01 SCOPE OF WORK:
This part of the contract shall include all materials, labor, equipment and scaffolding for plain
and reinforced concrete work, cement block work, brick work, cement floors, vents and all other
miscellaneous masonry necessary for the completion of the building as shown on the drawings.
Foundation shall be in accordance with structural drawings.
Page Three
effective July 1, 1936, including liability and Contingent Liability Insurance which shall thoroughly
protect the owner and contractor from any claims for damages or personal injury, including death,
to anyone, which may arise from operations under this contract. Certificates of such insurance shall
be filed with the Owner, with a clause in such certificate requiring at least ten (10) days written
notice in the event of cancellation, and shall be subject to his approval for adequacy of protection.
1 -09 SANITARY CONVENIENCES:
The Contractor shall erect temporary closet for the workmen on the job, and maintain it in a clean
and orderly condition at all times. At the completion of the work, he shall remove same and its con-
tents.
1 -10 WATER METER:
The General Contractor shall arrange with the water company through the plumbing contractor, for
a tap to the water main and installation of a water meter. The General Contractor shall pay for tap
and all water charges, including meter deposit, for construction purposes. Meter and deposit shall
be changed to Owner's name at the completion of the contract.
1 -11 LAYING OUT WORK:
The principal lines, levels and necessary grades for the construction of the building are shown on
the accompanying drawings and shall be followed accurately by the contractor. The Contractor
will be held entirely responsible for the proper laying out and construction of the work contem-
plated by this specification and the accompanying plans.
1 -12 CLEARING OF SITE:
The General Contractor shall clear the entire building site of all rubbish, brush and other objection-
able matter. All trees within the area of the building or driveway shall be transplanted on the plot
as directed by the owner.
1 -13 CUTTING AND PATCHING:
The Contractor shall do all necessary cutting and patching so the several parts of the work fit cor-
rectly and shall leave the building complete as one unit.
1 -14 CASH ALLOWANCES:
Where cash allowances are made, they do not include Contractor's profit. Contractor to include
such materials, work and installation costs as are required for a complete job in every respect, un-
less otherwise specified. In connection with such work, the General Contractor is to construct or set
all adjoining work as that work under these items can be set just as if same were included in the
General Contract.
The full amount of cash allowances shall be construed as being credits to the Owner in their full
value as set up in this contract, and do not include contractor's fees. Should the final cost of the
work included in these allowances be less than the amount of the allowance, then the Owner shall
be credited the difference. However, should the final cost of the allowances exceed said allow-
ances, the Owner will pay, net, the difference, in excess without adding a contractor's fee. All-work
the Alt;llitet:t'b uffiee.
Page Two
1
SECTION 1- GENERAL CONDITIONS
1 -01 SPECIAL NOTE:
(A) The "General Conditions of the Contract," fifth edition, issued by the American Institute of
Architects, shall form a part of this specification and shall govern the work in all respects except
as modified herein. Copies of the "General Conditions of the Contract" are on file and may be re-
ferred to at the office of the Architect.
(B) The plans and these specifications are cooperative; the specifications are intended to cover,
in general, the requirements as to quality and character of materials and workmanship; the plans,
together with notes thereon, will set forth specific requirements for the work, and such notes shall
be considered as in full force and effect, though such requirements may not be particularly men-
tioned in these specifications.
1 -02 BIDS:
The Owner or his Architect reserves the right to reject any or all the bids and to select the suc-
cessful bidder as he sees fit.
1 -03 EXAMINATION OF SITE:
The Contractor shall visit the site and familiarize himself with the location and all conditions that
may affect the progress of the proposed work. No claims for additional allowances will be granted
because of lack of knowledge of such conditions.
1 -04 ORDINANCES AND REGULATIONS:
All requirements of local and state ordinances and regulations relating to building and the preser-
vation of public health and safety shall be observed by all contractors.
1 -05 PERMITS:
The General Contractor shall procure and pay for general building permits. Special permits shall be
taken out and paid for by the Contractor for such work.
1 -06 PROTECTION OF PROPERTY:
The Contractor shall erect necessary boxing for trees, shrubbery, etc., erect fences and walks and
maintain warning lights where necessary at night.
1 -07 TAXES:
Each Contractor shall discharge any and all obligations due the State and Federal Governments
under the requirement of the State Documentary Stamp Tax Act, the State Retail Sales Tax Act and
the Federal Security Act.
1 -08 CONTRACTOR'S LIABILITY AND WORKMAN'S COMPENSATION INSURANCE:
The Owner will sign with the General Contractor the Standard Form of the A. I. A.— "Contract be-
tween Owner and Contractor" which will stipulate that the Owner will maintain and pay for fire
and tornado insurance in proportionate amounts as the work progresses. The Contractor must main-
tain and pay for Workman's Compensation Insurance according to Workmen's Compensation Act
Page One
t.
0
•
•
SPECIFICATIONS AND CONTRACT
Specifications for -= ssrs. (. .Ii11ta;
Lot 1 Block
"Ltn.
City of J.u.11 '- hares,
tdarla Leh ejpt
k 7u1 - 1L. L -zynt ,..1v .
1 1 :A L11 , Lu.
Job No. 48 - 92
FOR PLAN No.
Architect
Service No. 2
1
4
9 -05 TERRAZZO FLOOR:
Shall be installed as noted on plans. The composition and installation to be in accordance with cur-
rent edition of specifications for terrazzo and mosaic association. Samples to be submitted for ap-
proval.
9 -06 MISCELLANEOUS:
See notes on plans for tile work not specifically mentioned herein, and include as though mentioned.
9 -07 CLEANING:
All tile to be left clean and neat before leaving job.
SECTION 10 — PLUMBING
10 -01 WORK INCLUDES:
A complete system of plumbing, piping, fixtures, sewage disposal for all fixtures indicated or speci-
fied. Conformance to the local and state ordinances and regulations is required. No part of the work
shall be covered in before it is examined by the inspector and the Architect.
10 -02 SOIL AND VENTLINES:
Unless otherwise required by ordinances, use standard weight cast iron pipe and fitting. Joints shall
be made with picked oakum and tightly caulked with lead. Vent pipe for closets shall . be 4" cast
iron pipe. Other vents shall be 2" cast iron pipe, all vents thoroughly lead flashed at the roof with
flashing extended to the top and turned down in pipe. Run house sewer to septic tank or city sewer
as noted on plans.
10 -03 A CLEANOUT:
Shall be accessibly placed at the foot of each stack, and at all changes in direction. Where clean -
outs are not accessible under the house, they shall be flush type with brass screw cap set in finish
floor.
10 -04 WATER SERVICE:
Shall be line provided by the General Contractor from the city main to the meter at property line.
From the meter the plumber shall run a supply line to the building and run water to each fixture.
10 -05 VALVES:
Shall have stem with removable loose disc of hard fibre. Concealed valves shall have removable
seats and disc accessible from the face of the wall. Provide valves in supply lines to each closet,
lavatory and sink. Provide control valve and drain at entrance to building.
10 -06 HOT AND COLD WATER SUPPLY:
Shall be standard galvanized pipe, or copper tubing, and fittings. Pipe shall be reamed inside at
fittings. Provide air chambers at fixtures. Size of pipe shall be adequate to number of fixtures sup-
plied.
Page Thirteen
10 -07 WATER HEATER:
Install as Bieetrictr Coo, etkettismatic Stamp* type water heater, size as noted on plans, piped to
all fixtures except closets.
10 -08 PIPE HANGERS:
Of heavy galvanized iron and shall solidly and rigidly support all piping. Pipes other than galvan-
ized shall be wrapped at the hanger.
10 -09 SILL COCKS:
Shall be compression type brass rough nickle finish. Valves shall be 3/ " threaded for 3/ " garden
hose. See plans for number and location.
10 -10 TEST:
The entire system shall be tested after installation. Any leaks which occur shall be made water-
tight. Plumber shall be responsible for giving Architect and Inspector notice when system is ready
for inspection.
10 -11 DISPOSAL:
Provide sewage disposal in accordance with requirement shown on plans.
10 -12 FIXTURES:
Shall conform to the plumbing list below, and shall be Standard, Kohler, or Crane.
SHOWER:
T!,*-1.70 L., ;.. .:, .`.
CLOSET:
•
12',/ 4.to u r w
rtn;.. rvv r. . u; ' x
Page Fourteen
STANDARD FIXTURE SCHEDULE
ALL EXPOSED BRASS CHROMARD
TUB & SHOWER:
tarJ
r ____rurue
00O 'ra type
r F..11, k10ar L;.: ► f'l L 1 r
+:I'41,11 td• 1. r ..;,
4Y t l.a a « Y' . 'a ids.
•
LAVATORY: KITCHEN SINK:
Standard 1 115 -ST (Companion) Standard Size 32 x 21"
22 x 1 " fetal Legs and 1- 7037 -1) double compartment.
towel bars (No. 48) . B -804- B -90u -5 Combination swing
3/8" supplies with stop. faucet with soap dish. 3-9E9
B -96 1 ;" k Trap, Crumb Strainer. B -960 - )fit"
i Trap.
WATER HEATER: LAUNDRY TRAYS:
ldouble compartment cement
100 Gal. Solar heater w/
SECTION 11— ELECTRICAL WORK
11 -03 SYSTEM:
The wiring system shall be either thin wall or rigid conduit.
1 Trap.
3 0 :att booster. tray - waste lugs with
rubber stopper: supported
on angle rion frame 1 -24 x 24"
B -929 -b Combination swingy; spout
faucet with soap dish, ih"
continuous waste. B -960 -1
11 -01 WORK INCLUDES:
A complete system of wiring for doorbell, radio and lighting, including necessary panel boards, cut-
outs, pull boxes, etc., required by local or state ordinances or underwriter's rules. The system shall
be complete in every respect at completion.
11 -02 CODE RULES:
Of the National Board of Fire Underwriter's, local Electrical Ordinances and regulations of the Local
Power and Light Company shall be minimum requirements.
Page Fifteen
11 -04 RUBBER COVERED WIRE:
No wire shall be less than #12 B. S. gauge, for runs of 50 feet or over, and #14 B. S. gauge for
smaller runs. Leave wire terminal in all outlet b oxes properly poled and taped. Main switch shall
be of required capacity.
11 - 05 CONVENIENCE OUTLETS:
Shall be duplex type receptacles, white bakelite finish, place 12" to center above finish floor unless
otherwise directed.
11 - 06 SWITCHES:
Shall be square handle toggle switches, 4'0" above finish floor, white bakelite finish.
11 - 07 DOOR SIGNAL:
Flush type buzzer shall be installed in kitchen operated from call bells shown.
11 - 08 PANEL
Shall be as required, ten light outlets per circuit. "Westinghouse" or equal make.
11 - 09 WIRING FOR TELEPHONE:
If indicated shall be run in galvanized steel tubing. Entrance to building shall be as indicated.
11 - 10 LIGHTING FIXTURES:
See cash allowances. Electrician shall provide fixture stubs in all outlet boxes. He shall furnish and
install elements for built -in fixtures, as noted, and shall hang all fixtures.
11 - 11 MISCELLANEOUS:
Reference shall be made to the plans for special outlets or electrical requirements not particularly
mentioned herein, and all such items shall be included in the contract. Include electric connections
to water heater or solar booster.
11 - 12 SPACE HEATERS:
Each bathroom shall have a 1000 Watt Thermador recessed bathroom heater. All other heaters
shall be fan type Thermador of wattage shown on plans. The location of these heaters shall be veri-
fied before installation.
11 - • 13 GUARANTEE:
All materials installed under this contract shall be guaranteed in writing to the Architect for a
period of twelve (12) months after final acceptance of the work. Under this guarantee, the Con-
tractor shall repair or replace at his own expense any parts which may become defective or due
to poor workmanship within that time. The guarantee shall accompany the request for final pay-
ment.
Page Sixteen
BUILDING
ELECTRICAL
PLUMBING
Owner of
Building
Contractor /
or tuilder /'lf ! j 1 1
Lot
'y•r'r•R0
Work to be performed under this Permit
1
UIL
PERMIT N2 6478
MIAMI SHORES VILLAGE, FLORIDA
DATE
Signe
BY
Contract
ense iro
Legal
Description
Address of 9.2
Building G
This pe is granted the contractor or bui
cation herefor i strict compliance with all ordinanc
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibil'ty for a thorough knowledge of • . ' i andes and
regulations pertaining to the work covered hereby whether shown on the plans or dra • gs or in the . ments or specifications and th
sibility for work done by his agents, servants or employees.
Value of � ..� 0 G t. of G
r•. Project v / �— Perniit //
er named above to construct the uilding or to install the equipment or devic described in the appli-
pertaining thereto and with the understanding that the work will be performed in compliance with any
By
ie
es respon-
AUTHORITY
19 4
In consideration of the issuance to me of this permit I agree to pe o. the work covered hereunder in compliance with„ 1 ordinances n J,regy4joris
' h
pertaining thereto and in strict conformity with the plans, drawings, sta ents or specifications submitted to the proper authorities of Miam rWViIlIlage.
In accepti J is permit I assume - spons' .ility, for all wo k done by either myself, my agent, servant or employee.
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulatior of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work. // �� 19
( /
Owner's Name and Address________? Date- Street
Registered. Architect and /or Engineer Q-iI J ( /l 6/ No /
Name and address of licensed contractori./A 4--' :. /3 4' 7d
Lot
Street and Number where work is to be done
APPLICATION FOR BUILDING PERMIT
Location an legal description of lot to be built on:
Block
State work to be done and purpose of ilding (by floors)
C /2 e a `1--_c_
and for no other purpose.
New Building �"` Remodeling Addition Repairs No. of Stories
To be constructed of Ct.65 J Kind of foundation___ l_ '______
Estimated Total cost of improvements $_J L ' Amount of Permit $_
Le.r =- � � _ L7 0 0 _-Plan Cubage-
and who, being
of the above des
therein by him s
Permit No.___
Disapproved __
l �ignec
AL-
Building Inspector
Zone cubage required_
Distance to next nearest building -2 _Size of Building Lot %pax /
Maximum live load to be borne by each floor
I hereby submit the plans and specifications f said building. All notices with reference to the building and i construction may
be sent to y /?f_1.=- __ - 4 , ff v ` r . 414_ _10 A l . // • A - -.4- 4J.1 !'t �/_- 41-:- 221-4 P?
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from ontractors or sub - contractors e ployed by him
in the work to be performed under this permit; and will post or cause to be posted f. ns ction on the site of th work chlublic notice
or notices as are required by the Act. The undersigned agrees to employ only suc subco tractors, on work e o and this
permit, as are licensed by Miami Shores Village.
Remarks (Signe
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized administer oaths and take acknowledgments, personally ap-
peared
m7first duly sworn, ulaon oath deposes and says that,, .: is the
d construction, that be has carefu read a fotet'oing application, and that he did sign the same, and that all facts
d awe trust L- /�
__L., : —
. ' Date -; _ %:____ _ l Read, Sworn to and Subscribed before me.
Date
PLANNING BOARD
Chairman
Member
Member
Council Approved .____ ___ ___ Date
NOTE: A charge of $1.00 will be made for making corrections
the Planning Board.
A re- inspection fee of $1.00 will be charged
materials and /or workmanship.
MI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
Subdivision_ c t f lr' ii' •
Member
Member
Member
Disapproved
DATE
Roof Covering /
or changes to this application after approval
0
to me well known,
Notary Public, State of Florida
My Commission Expires
Date
has been obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
FOUNDATION
5/
JDH
slab 5/22/48
JDH
$
BEAMS & LINTELS
$
SEWER
FRAMING
V t /`�'JJ 8
$
SOLAR HEATER
$
GAS
$
FINAL
CLEAN -UP
INSP4CTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
ROUGHING
5/20/48
JDH
6/28/48
CONTRACTOR qMi AA.
PHONE 78-43.37
FEE $ 16■25
PERMIT NO. 6518 DATE 5/14/48
NEW BLDG. ALTERATION
ADDITION
REPAIRS
SPECIAL PERMITS
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
$
SEPTIC TANK
$
SEWER
$
SOLAR HEATER
$
GAS
$
$
INSP4CTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
ROUGHING
5/20/48
JDH
6/28/48
GAS .
6/28/48
JDH
SEWER
SEPTIC TANK
5/27/48
JDH
SOLAR, HEATER
FIXTURES
4 r1 1 f
! `
1 +,"
7�
�J D
-
CONTRACTOR Post Electric
PHONE
PERMIT NO. 6663 DATE 6/10/48
FEE $ 13.30
NEW BLDG. 1 ALTERATION 1 ADDITION
X
REPAIRS
SPECIAL PERMITS
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
$
H. W. HEATER CONN.
$
RANGE CONN.
$
MOTORS
$
FIXTURES
$
$
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
TEMP. SERVICE
ROUGHING
6/28/48
JDH
H. W. HEATER CONN
RANGE CONN.
FIXTURES & FINAL
4 r1 1 f
! `
1 +,"
7�
�J D
-
BUILDING INSPECTIONS
PLUMBING PERMITS & INSPECTIONS
ELECTRICAL PERMITS & INSPECTIONS
APPROVAL TO POWER CO. FOR SERVICE DATE a / ; - /I,L
OWNER'S NAME
C. W. HILTON -
PRESENT ADDRESS
LICENSE NO.
PHONE NO.
JOB LOCATION (ST. OR AVE.)
920 N. E. 95th Street
LOT
1O22ADDRESSLittle
92nd Street;
BLOCK
Sta
Redding
River
Miami
SUBDIVISION
Heights
PHONE NO.
7 -2607
LICENSE NO.
2094
GENERAL CONTRACTOR
James E. Clyde
PO Box
464 NE
BUILDING PERMIT NO. 6L78
6L78
DATE 5/54
PERMIT FEE $ 17.00
L BUILDER'S BOND
NO. 696 DATE 5/5/48
ZONE RF •1 REQUIREMENTS 25,000 CU. FT.
PLAN CUBE 29,590 CU. FT.
EST. COST S 12,500.00
Building Ins ector
SUBMITTED TOAW // Y614/V94124/
APPROVED
REJECTED
REFERRED TO COUNCIL
REASONS
RE- SUBMITTED TO PLANNING BOARD
SUBMITTED TO VILLAGE COUNCIL
. REMARKS
CERTIFICATE OF OCCUPANCY NO. 571
/�±,
ISSUED 8/25/48
BY JDH
P 0 Box 1022 Little Rii
TO 0i W Hilton c/o James E Clyde
DRAWINGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY JIM
TYPE STORIES ROOF CONSTRUCTION
NEW CONSTRUCTION
REPAI RS
ALTERATION
ADDITION
CBS
1
1 —car attached garage —
Tile
DESCR IPTION
DESCRIPTION
5/3/48
FrAmp INTERIOR CONSTRUCTION
Terrazzo Floors
Liv Rm — Din Rm — Kit — Liv Porch — 3 BedRms 3 Baths Fireplace
BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE
DATE
er
ADDRESS 9� • —"• 7 -" ; '' LEGAL td R L ��C .1 �.I.ualily RECORD GARBAGE TAX
(,'�,y ^�� �/� PAID BY
Y EAR
ANNUAL TAX
PERIOD USED
AMOUNT PAID
DATE PAID
RECEIPT
NUMBER
C. W. H '+on
1948
/.2 o-o
00-7 it _
/.2- .�/ /Sl
c. .5v
/ V A 7 /11 /
' - - 1
/ /,ozo
)
/...
�. �a
IQ 14
,s
i ,. i -4%
64. 6 °
.. ., �, - • ..
,yam
,,
6 -30- ��+
ol.utr
j 6.-
/5 c
/ 1 S 1
• •
1 5/
4. O
A C° 1
7p g 2 9 rtt, 4-
ikarki u imiLi; Hlcouf zummugu►i iwwke wwwwi a m'•,wico' fkiuwr*** *.
r!/
3 Issued ' 19 '` ( `) aiami Jhores91.11age
r r t o x I a w
Amount
74 's
= No Houses
1 4 b
KNOW ALL MEN
dress •
BY THE
/77V
/in consideration of the issuance to me by Miami
BUILDER'S BOND
E PRESENTS, that },
4 or buildings/at th follo+i g adflregses: r )
4 1i J y
G� ', � ;�,
•
'• do hereby dsit with Miami Shores�Village, Clorida, the sum of '� ` S , and I agree with said Village that, when such construction shall
n have been completed by me within the meaning of the ordinances of said Village, I will clear all premises and repair any Village property damaged by me,
> used for the deposit of material or equipment in the construction or repair and that, if 1 do not so clear and repair such premises immediately upon the
.t� completion of such constructi within the meaning of such ordinances, the Village may clear and repair the same and pay the costs of such clearance and
repairs; t of the aforesaid , and return the remainder to me; and that, if I shall cleand repair said property, immediately, as aforesaid, then
said, hall be r turned to me.
WITNESS MY HAND and Seal at Miami Shores Village, Florida,
INSTRUCTIONS TO BUILDER—When above mentioned construction is complete
Village Building Inspector and obtain his approval, after which Miami Shores Villa
WHEN CLEARED AND REPAIRED BY THE VILLAGE
Balance due Builder
Amount of Bond
Cost of clearing and repairs done by Village
$
the premises
re cleared an
refund your money in accordance wit
Cancelled 19 By
N? 696
Shores Village, Florida, of a permit or permits to construct or repair a building
pal
d to
the above agreement.
(Seal)
e this bond to the
VILLAGE BUILDING INS C +R'S APPROVAL
I hereby certify that the construction contemplated under this ; ond, has been completed and that the builder thereof has
caused the surrounding premises to be cleared and repaired in as goo • condition as they were before commencing said construction.
rj
Village Building Inspector, f. .l ores Village.
t°' °••''iMietiVefitAh `•°' °•'ii'`•°.+°.•'•i `• .'•i`r tft `•°.+°•'•fi•'°. °' ItteM Wiire.•Minkli •• M iMMIgt °• i`•...
BUILDING
ELECTRICAL
PLUMBING
Architect
Contractor
or Builder
Legal
Description
, / /
Lot `
MIAMI SHORES VILLAGE, FLORIDA P ry' jr i-
DATE , : 194
PERMIT N? 6478
Work to be performed under this Permit
Owner of
Building
Address of Value f
Building •. Proj re
This permi s granted to the contractor or buil• , named above to construct the building or to install the equipment or device escribed in the appli-
cation herefor in ict compliance with all ordinance s ertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that ma have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the • ' • ances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the st ents or specifications and thatse • es respon-
sibility for work done by his agents, servants or employees.
Signed. . /t, /
In consideration of the issuance to me of this permit I agree to perform the
pertaining thereto and in strict conformity with the plans, drawings, statements
In accepting permit I assume responsibility for all work done by either myse
Subdi-
vision
Contractor'I
License No. •
•
Vii'....:
Amt. of
Permit
INSPE
ereunder in compliance with all ordinances and regulations
submi d t the proper authorities of Miami Shores Village.
ee