464 NE 92 St (9)wm. m. meyers, p.e.
consulting engineer
FLOATATION CALCULATIONS
OWNER: Mr. & Mrs, E. Gremelski
JOB ADDRESS: 464 NE 92 St.
Miami Shores, F1. 33138
FLOOD LEVEL -
GROUND LEVEL -
POOL DEPTH - 6
WEIGHT OF POOL
BOTTOM - / - x 52 A ,C X15d = 34'6 pp
SIDES - - 1,53c 94-x, 33 AI5 - 4= R6I9 38
DECK - 741(. 3j r1)Sd — 7 j
WEIGHT OF POOL G 392 O
SURFACE AREA X 6214 =
486 x 62.*
WEIGHT REQUIRED - (FT)
EROUND LEVEL - POOL DEPTH = BOTTOM HEIGHT
9 - G = 3
FLOOD LEVEL - BOTTOM HEIGHT = REQUIRED HEAD (FT)
3 = Z.
TOTAL = G,3572.6
, Z• 1 HEAD - FT)
+ 2 (HYDROSTATIC VALVE)
4,/ (HEAD AVAILABLE - FT)
EXTRA THICKNESS REQUIRED ON BOTTOM (IF NECESSARY)
REQUIRED - AVAILABLE X 62.4 X 12 = EXTRA INCHES REQUIRED
X 5=
9301 northeast 6th avenue c -300
miami shores, florida 33181
telephone (305) 758 -3117
SPECIFICATIONS AND CONTRACT
! • 2. 0 • k:
FOR PLAN No.
Residence for: v•ti• • 11 J • Es ;do
Lot 4 .' b
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Job No. 474.14
Block 4 °
Architect
Service No. 2
CONTENTS
SECTION DESCRIPTION PACE
1 General Conditions -_. 1 - 3
2 Earthwork 3
3 Concrete, Masonry and Steel ______ ____ _ ._____ __ .. _ 3 - 4
4 Carpentry and Millwork . _ ____. ________ 4 - 7
5 Roofing and Sheetmetal._______. 7 - 8
6 Miscellaneous Iron, Bronze, Etc. _ 8
7 Lath, Plaster and Stucco __ _ ._ . _ ___ 8 - 9
8 Painting 9 -10
9 Tile .. 10
10 Plumbing - ----- - - - - -- -- - - -- 10 - 11
11 Electrical Work ._._____.___ . _ 12
v,
SECTION 1- GENERAL CONDITIONS
1 -01 SPECIAL NOTE:
(A) The "General Conditions of the Contract," fifth edition, issued by the American Institute of Ar-
chitects, 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 referred
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, to-
gether 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 mentioned
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 successful
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 preserva-
tion 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 Fed-
eral Social 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 maintain
and pay for Workman's Compensation Insurance according to Workmen's Compensation Act effective
July 1, 1936, including liability and Contingent Liability Insurance which shall thoroughly protect the
Page One
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 contemplated 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, unless other-
wise specified. In connection with such work, the General Contractor is to construct or set all adjoin-
ing work as that work under these items can be set just as if same were included in the General Con-
tract.
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 in-
cluded 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 allowances, the Owner
will pay, net, the difference, in excess without adding a contractor's fee. All work covered by allow-
ances will be contracted for direct through the Architect's office.
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 installa-
tion of same.
Page Two
A. Hardware $ 00.00
B. Electric Fixtures $ ?0.00
E— Wrought Iron (Incl. installation)
D. Medicine Cabinets
— $ 0.
l Cluuies
F. Glass Shower Deer
G. Living Room Mantel and Hearth $ 100.00
H. Linoleum $
0;2.00
2 -01 SCOPE OF WORK:
SECTION 2- EARTHWORK
This work includes all necessary earth and rock excavating, filling and back - filling, rough and finished
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 miscel-
laneous masonry necessary for the completion of the building as shown on the drawings. Foundation
shall be in accordance with structural drawings.
3 - 02 REINFORCING STEEL:
All steel bars shall be of the sizes noted on the structural drawings, and shall he new intermediate
grade, correctly fabricated, placed and held rigidly by ties and chairs.
3 - 03 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 - 04 CONCRETE: -
Unless otherwise noted, all plain and reinforced concrete shall be mixed in proportions of 1 part cement.
Page Three
21/2 parts sand, 31/2 parts stone, with sufficient water to provide a plastic and workable mix.
3 -05 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 -06 MASONRY WORK:
All masonry units shall be laid up true and plumb in a substantial and workmanlike manner. Cement
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.
3 -07 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 11/2
hours after mixing. No mortar shall be retempered.
3 -08 VENTS:
Precast stock screened vents shall be installed in the masonry as indicated on the plans.
3 -09 MISCELLANEOUS IRON:
The mason shall build in all miscellaneous iron and steel such as angle lintels, joist and rafter anchors,'
hangers, bolts, etc., as may be required to fully complete the work.
3 -10 WALKS AND DRIVES:
Shall be as noted on the plans.
n , CCN E Te_ to :
shall_be_layedAamer preract _ rnnrreta_ �nis� t . nr - - - Of _. si7es ,
er's= irect s.
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 millwork,
and all other work as may be reasonably implied as belonging to carpentry.
4 -02 FORM WORK:
Shall be built in accordance with Paragraph #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.
Page Four'
SECTION 4— CARPENTRY AND MILLWORK
4 -04 STUDDING AND PLATES:
All studding, unless otherwise noted, shall be 2"x4" 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 openings 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.
4 - 05 JOISTS AND RAFTERS:
All floor joists shall be of the sizes and spacings noted on the plans. Rafters and ceiling joists shall be
2" x 6" spaced at 16" centers, unless other sizes and spacings are shown. Floor joists shall be set crown
side up and shall be double under all partitions running parallel to the joists. Ends of all joists framed
into masonry or secured to wall plates shall be treated with an approved preservative. Cross bridge all
joists at intervals not to exceed six feet with 1" x 4" cross bridging. 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 bear-
ing. Exposed overhanging eaves, unless otherwise noted, shall he sheathed with B & 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- furring occurs
above the tile, to the end that tile and plaster surfaces shall finish on the same plane. Where furring
occurs adjacent to chimneys, % " sheet asbestos shall be applied between the masonry and the furring.
4 —
AR- wall is -have 2 "x4" or 2"x6" studs, 16" -- on center, as- shown in plans, All sheathing shall -be 1--=' T &
G Ne. 2 pine-or fir as shown. Exterior walls to be covered -.-wit -
4 - 09 EXTERIOR WOODWORK:
Unless 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.
Page Five
4 -11 WINDOWS:
All windows, unless otherwise noted,. shall be Residential. Steel Casements of standard types. Sections
shall .be hot -rolled, solid steel bars, with weathering baffles .rolled. integrally to provide continuous
double contact between the frame and casement leaf members, Corners shall be mitered, .electrically
butt welded and forged. The frame members shall.be prepared for the attachment of screen fittings.
All casement leaves shall be side hinged to open out and .equipped with cleaning type hinges. Each
casement leaf shall have operating adjusters at the sill and shall be equipped with a cam action lock-
ing handle. All windows .shall .. receive standard: Bonderized finish. A separate screen, designed for easy
attachment, shall be supplied for each casement. Frames shall be cold -rolled steel, Bonderized and
painted with gray primer, dipped on and baked dry. Screen cloth shall be 16 mesh. All screen fitting
shall be Bonderized and painted. All sash shall be glazed with single strength glass. Caulk around
all frames.
-W WINDOWS:
steel- waves
4 - 12 INTERIOR WOODWORK:
-aa d doublekiung- windows, same to Anderson, Huttig or Curtis
All interior woodwork that is to receive paint finish, shall be velvet pine. All interior door frames
shall be provided with applied stops. Except as may be otherwise noted on plans, all window sills
shall be wood. Refer to plans for special items of interior woodwork.
4 - 13 DOORS:
All doors shall be of fir of sizes and design noted on door schedule, and shall be of mortise 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 S. S. A. glass..
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. Bug strip shall be provided at bottom of all screen doors.
4 - 15 CABINETS:
Kitchen cabinets shall be as shown. Other cabinets, cases, shelves, etc., shall be provided and installed
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 show 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.
Page Six.
ti�
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 - 20 WOOD FLOORS:
All finish wood floors shall be of the kind noted on the plans, and shall be securely blind nailed to
the sub -floor; sanded smooth, and finished with stain, a paste wood filler, two coats shellac and waxed.
4 - 21 LINOLEUM:
Where linoleum is indicated on the plans, such material shall be standard gauge inlaid linoleum laid
according to the best common practice. Wood floors under linoleum shall be B & better pine flooring,
sanded.
4 - 22 — MISCELLANEOUS:
Reference shall be made to the plans for items of carpentry millwork not specially mentioned herein.
SECTION 5— ROOFING & SHEETMETAL
5 -01 SCOPE OF WORK:
The work proposed under this specification shall include all labor, material, equipment and services
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.
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
Rough Cement Shingles
Page Seven
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 em-
bedded 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.
5 -07 TERMITE SHIELD:
Install galvanized termite shields, for complete termite protection.
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.
6 -02 THRESHOLDS AND WEATHERSTRIPPING:
This Contractor shall provide and install white metal weatherstrips and 3% " aluminum thresholds 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.
6 -05 HEAT CIRCULATOR:
Furnish and install as No. 40' Superior Heat Circulator with intake and outlet grilles as noted.
SECTION 7 — LATH, PLASTER AND STUCCO
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 gal-
vanized 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:
Walls, wainscotes or other surfaces to be tiled or plastered with cement plaster, shall be lathed with
2.4 pound galvanized expanded metal lath.
Page Eight
7 -04 PLASTER:
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 trowei
finish. All plastering shall be brought out flush with the grounds, and plastering adjacent to 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 requirements.
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 openings
in wall surfaces, shall receive two coats of cement stucco. Stucco shall be composed of one part Port-
land 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 -f7 DRY CEILING CON
See plans for insulated ceilings, same to be installed according to manufacturers' instructions. _.
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 green
or wet lumber or during damp, rainy, weather. Paint or varnish to be best quality of approved manu-
facture, delivered in original sealed packages. Painter shall submit color samples of interior and ex-
terior 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.
Page Nine
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 applica-
tion 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
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: ®"
Shall have tile floors, tile wainscote 4' 6" high and 6'15° 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.
9 - 05 MISCELLANEOUS:
See notes on plans for tile work not speoifically mentioned herein, and include as though mentioned.
9 - 06 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 WATERLINES:
Unless otherwise required by ordinances, use standard weight cast iron pipe and fitting. joints shall be
made with picked cakum 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 ex-
tended 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 a the foot of each stack, and at all changes in direction. Where cleanouts
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 1" line provided by the General Contractor from the city main to the meter at property line.
From the meter the plumber shall run a 1" supply line to the building and run water to each fixture.
10 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.
Page Ten
•
10 -06 HOT AND COLD WATER SUPPLY:
Shall be standard galvanized pipe and fittings. Pipe shall be reamed inside at fittings. Provide air
chambers at fixtures.
10 - 07 WATER HEATER:
Install an Electric Automatic Storage 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 galvanized
shall be wrapped at the hanger.
10 - 09 SILL COCKS:
Shall be compression type brass rough nickle finish. Valves shall be 3 4 " threaded for a " 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 watertight.
Plumber shall be responsible for giving Architect and Inspector notice when system is ready for inspec-
tion.
10 - 11 DISPOSAL:
Provide sewage disposal in accordance with requirement shown on plot plan.
10 - 12 FIXTURES:
Shall conform to the plumbing list below, and shall be Standard, Kohler, or Crane.
SHOWER:
STANDARD FIXTURE SCHEDULE
ALL EXPOSED BRASS CHROMARD
WATER HEATER:
-34 11a1.- Ele_etric - _'_' eat
.11 ea ter-.
LAVATORY: SILL COCKS:
Standard---20 . x--19"
- P- 41OO -85- "Le4gewoor .1" P aria__
B-960 - -•- -- l " P- - -Trap.
CLOSET: KITCHEN SINK:
-- Lit;and Ord,- F- 21.041•Cad :t P.7O14- 21 - - -x 5 O " - ,B , 4 —
Conbination awing faucet with •
covered mat c v . - - _Drip 11aha
13 Cr i» Strainer.
Su l w f step. s- +i0- - -1'4" Trap*.
TUB & S HOWE R: (l L' fPQ LAUNDRY TRAYS.
:; zd$rd;- 1'-- G 226- 2.7 Ft or
Master r_ ct roke_2L'uh.B-7.6
Cembliaat1 4ii-lo er :r'i ter.
13-4 - ;.over operated pop •up
drain 5-E94 Curtain rod with
wall flanges* * Page Eleven
SECTION 1 1- ELECTRICAL WORK
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 Underwriters, local Electrical Ordinances and regulations of the
Florida Power & Light Company shall be minimum requirements.
11 - 03 SYSTEM:
The wiring system shall be either thin wall conduit, or Romax, as noted on the plans.
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 boxes properly poled and taped. Main switch shall be 60 amp.
panel H. R. type.
11 - 05 CONVENIENCE OUTLETS:
Shall be duplex type receptacles, white bakelite finish, placed 12" to center above finish floor unless
otherwise directed.
11 - 06 SWITCHES:
Shall be square handle toggleswitches, 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 circuit breaker type, 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 in-
stall 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 men-
tioned herein, and all such items shall be included in the contract. Include electric connedtions to water
heater or solar booster.
11 -12 SPACE HEATERS:
Each bathroom shall have a 1000 Watt Thermador recessed bath room heater. aiL
be fan invader The location of these heaters shall be verified be-
fore 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 Contractor shall
repair or replace at his own expense any parts .which may become defective or due to poor workman-
ship within that time. The guarantee shall accompany the request for final payment.
Page Twelve
•
OWNER'S NAME
%I:4 . E. 4.t k'.40E
PRESENT ADDRESS LICENSE NO.
/YE 6 � :.
PHONE NO.
7 � 7/ 8
JOB LOC TION (S OR AVE.) ,r
40 1 1 4 D _ .
LOT
i "LI s
BLOCK
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- SUBDIVISION
/ .� gazz -s � . )4 cr 2 .
GENERAL CONTRACTOR i
ADDRESS
.qBop
PHONE NO.
,7/ , ,/
LICENSE NO.
/60 3
,
s• E 614 ,Dr 6" .
��.•�j
BUILDING PERMIT NO. G7 P�/
DATE 4 :5712/ 442
PERMIT FEE $/ O9
BUILDER'S BOND �t � 71 )
NO. .6-9 �7 / DATE Ij /
ZONE � r, REQUIREMENTS , C f, e CU. FT.
PLAN CUBE ES CU. FT
EST. COST $ /�OD
+ ' � G ,
DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: h• J
DATE
T x'3 7
J`��
X `
NEW CONSTRUCTION
TYPE N
a ..
STORIES
/
f
ROOF CONSTRUCTION
/ 6
/ /3'4 a fi."JEAA /GE tW aec ..iC
IAPI/E INTERIOR CO,,4(STRUCT N
l/1 /Loge.) -h ,D
REPAIRS
C DESCRIPTION +�
4 . 4 C . '" A ...id • rJIL. � .' ' D.GAJf.
_
ALTERATION
DESCRIPTION
/" .B V4 . TT9 9ED
ADDITION
SUBMITTED TO PLANNING BOARD
APPROVE
..2"41
REJECTED
REFERRED TO COUNCIL
REASONS
RE- SUBMITTED TO PLANNING BOARD
SUBMITTED TO VILLAGE COUNCIL
REMARKS
CERTIFICATE OF OCCUPANCY NO. 478 8
I ISSUED 2/7/48
'�
BY S I
uA
T �+
TO �! . E. Clvde
E
BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE
B
INSP TIONS
PHONE
FEE $ ' 0 C
BY
RE- INSPECT
BY
RE- INSPECT
BY
FOUND ION
yDATE ��d!
/ Ty
°d+�
FEE
TEMPORARY SERVICE
$
SEPTIC TANKS,ITH BR .•
BEAMS 1 LINTELS
�� 17
h
4
hie Of7
6
Ats
$
FRAMING
$
�/��
$
GAS
cfS
MUM
$ sr
FINAL
0/9411
',IS
$
INSPECTIONS
DATE
BY
CLEAN -UP
J
RE- INSPECT
BY
ROUGHING
rM
{
CONTRACTORWAMVM
PHONE
FEE $ ' 0 C
PERMIT NO. ... 2 a/ 3 11 DATE %,
NEW BLDG. - ALTERATION ADDITION
REPAIRS
SPECIAL PERMITS
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
FEE
TEMPORARY SERVICE
$
SEPTIC TANKS,ITH BR .•
6001
.2 16 7
$1.00
SEWER
$
$
SOLAR HEATER
$
MOTORS
$
GAS
cfS
MUM
$ sr
$
$
INSPECTIONS
DATE
BY
RE-INSPECT
BY
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BY
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rM
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,BB�Y
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SEPTIC TANK_
RANGE CONN.
SOLAR HEATER
FIXTURES
/�j
175
FIXTURES & FINAL
.2/64/ ..04
NMI
CONTRACTOR deb4 4OC..
PHONE 44.
PERMIT NO. �+.�I(j,3 I DATE // /5 7
/��
FEE $ 9...
NEW BLDG. X I
ALTERATION 1 ADDITION
REPAIRS
SPECIAL PERMITS
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
$
H. W. HEATER CONN.
$
RAGE CONN.
$
MOTORS
$
FIXTURES
$
$
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
TEMP. SERVICE
RO�GHING
,,,���r�,(
/0 /�y/
A zYS
H. W. HEATER CONN
/ /J/
RANGE CONN.
FIXTURES & FINAL
.2/64/ ..04
BUILDING INSPECTIONS
PLUMBING PERMITS & INSPECTIONS
ELECTRICAL PERMITS & INSPECTIONS
APPROVAL. TO POWER CO. FOR SERVICE DATE 4,/+/4 �O
BY ,4)S
ADDRESS 454 14L" 92nd S't.
LEGAL 4 a: E •
5 311: 49
RECORD GARBAGE TAX
PAID BY
YEAR
ANNUAL TAX
PERIOD USED
AMOUNT PAID
DATE PAID
RECEIPT
NUMBER
of Yd®
1 94
/Y. o .:,
Y • O O
/ .0
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ADDRESS 454 14L" 92nd S't.
LEGAL 4 a: E •
5 311: 49
RECORD GARBAGE TAX
BUILDING
ELECTRICAL
PLUMBING
ROOFING
CONTRACTOR OR BUILDER
PERMIT
Owner of _..'
Building
Architect
Contractor
or Builder t.j.� -�'
Legal Lot
Description
MIAMI SHORES VILLAGE, FLORIDA
Bl
N° 7 010
Work to be performed under this Permit__
DATE • ! s L 19
Contractors �f =
License No.
BY AUTHORITY
Subdi-
vision
Address of ; --•; t Value of , ,,. I Amount of
Building ? ; ' i.... r...._ ( -b Project $J I ( i I Permit $ T
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
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 responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
Signed t f ~' i- j '* t INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with\ 11 ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ao
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
ABBOT eZ.
BUILDING MIAMI SHORES VILLAGE, FLORIDA .2 414, ELECTRICAL 1:1 DATE__— 19
PLUMBING ❑
ROOFING ❑
Owner of
Building L r,0 L ' i
Architect
Contractor
or Builder/ii E '= - /1
Legal
Description
Address of
Building
Lot
CONTRACTOR OR BUILDER
PERMIT x° 7268
Work to be performed under this Permit_
B1
l
Cc
Subdi-
vision
Value of I Amount of
s Project $ H Permit $
Contractor's ift
License No.
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
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 responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
Signed. / - �.. \ t INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance ith all ordinances rnid regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper author "es of Miami Shores Village. In as
cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. f
BY AUTHORITY
v . 7•
2
ASIOT