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(A) Slate shall be Genuine
Unfading BUCKINGHAM-VIRGINIA SLATE as furnished by the
Buckingham-Virginia Slate Corporation, 1 main street, P. O. Box 8,
Arvonia, Virginia 23004-008, of the following sizes and
thicknesses:
(B) All slate shall be hard, dense, sound rock, punched for two
nails each. No cracked slate shall be used. All exposed corners
shall be practically full. No broken corners on covered end which
sacrifice nailing strength or the laying of a water-tight roof
will be allowed. |
(A) On all surfaces to be
covered with slate, furnish and lay genuine asphalt saturated rag
felt of an approved equal, not less in weight than that
commercially known as "30 pound" felt or equal.
(B) Felt shall be laid in horizontal layers with joins lapped
towards the eaves at least 2", and well secured along laps and at
ends necessary to properly hold the felt in place and protect the
structure until covered with the slate. All felt shall be
preserved unbroken, tight, and whole.
(C) Felt shall lap all hips and ridges at least 12" to form double
thickness and shall be lapped 2" over the metal of valleys or
built-in gutters. |
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(A) The entire surface of
all roofs, unless otherwise specified, and all other surfaces so
indicated on all drawings, shall be covered with slate as herein
specified, in a proper and watertight manner.
(B) the slate shall project 2" at the eaves and from 1/2" to
zontal courses with 3" headlap, and each course shall break joins
with the preceding one by at least 3". Slates at the eaves or
cornice line shall double using same thickness slate for
under-eaves at first exposed course. Under eave slate to be
approximately 3" longer than exposure of first course.
(C) Wood can't strip at eaves to be furnished by others
(D) Slates overlapping sheet metal work shall have the nails so
placed as to avoid puncturing the sheet metal. Exposed nails shall
be permissible only in top courses where unavoidable.
(E) Neatly fit slate around all pipes, ventilators, and other
vertical surfaces.
(F) Nails shall not be driven so far as to produce strain on the
slate.
(G) cover all exposed nail heads with elastic cement. Hip slates
and ridge slates shall be laid in elastic cement spread thickly
over unexposed surface of under courses of slate, nailed securely
in place and carefully pointed with elastic cement.
(H) Build in and place all flashing pieces, snow-guards, etc.,
furnished by the sheet metal contractor and cooperate with him in
doing the work of flashing. (If roofing contractor has the
flashing and sheet metal work under his contract, change this
paragraph to suit.)
(I) Upon completion, all slate must be sound, whole, clean, and
the roof shall be left watertight and neat in every respect, and
subject to the architect's approval. |
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NAILS |
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(A) All slate shall be
fastened with two large head slaters' hard copper wire nails,
cut copper, cut brass or cut yellow metal slating nails to be
inserted as desired of sufficient length to adequately
penetrate the roof boarding. (Gauge or weight of nails should
be inserted.)
(B) (In event the nailing base is other than wood, change the
above paragraph to suit material used.) |
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HIPS |
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(A) All hips shall be
laid to form "Fantail", "Saddle", "Mitred", "Boston", (to be
insterted as desired.) |
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RIDGES |
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(A) All ridges to be
laid to form "Comb", "Saddle", "Strip Saddle", (to be inserted
as desired.) the nails of the combing slate shall pass through
the joints of the slate below.
(B) The combing slate shall be laid with the same exposure as
the next course down. (If desired, the combing slate sloping
away from the direction of prevailing storms may protect 1"
above the combing slate on opposite side of ridge.) |
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VALLEYS |
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(A) All valleys shall be
laid to form "Closed", "Open", "Round", (to be inserted as
desired.) |
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FLASH & SHEET METAL WORK |
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(Specifications for
flashing and sheet metal work to be inserted here if included
under this specifications.) |
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