[1983 Code]
Within 10 days after the foundation of a new building or structure
or part thereof or addition thereto shall have been constructed the
owner, or his agent, shall file with the Building Commissioner a survey
made by a licensed surveyor indicating the exact location of said
foundation with respect to the lot lines of the real estate on which
said construction is taking place, and the Building Commissioner shall
immediately compare said survey with the original plat of proposed
location and notify the owner, or his agent, of any significant variance.
[1983 Code]
Whenever a building or structure shall be demolished and water
service shall be discontinued, it shall be required that the tap into
the main theretofore made shall be permanently plugged. In the event
a new water service shall be constructed hereafter for an existing
building or structure, and a new tap made into the water main, the
tap for the water service, the use of which is to be discontinued,
shall be permanently plugged.
[3-3-2008]
Building wall openings, such as windows, doors and porch openings,
shall not be boarded up or otherwise enclosed, except as an emergency
measure due to fire, explosion, vandalism or other sudden catastrophic
event; or as an incident to the construction or repair of a building
or structure; or as a temporary closure of a seasonal business located
within a permanent building. Such boarding shall be pursuant to permit,
which shall be applied for within five business days of the commencement
of work, and shall not exceed 90 days unless the owner can provide
written evidence for a reasonable time extension, and such boarding
shall be in compliance with the following specifications:
A. Openings shall be covered completely from the exterior with a minimum
of 1/2 inch thick exterior grade plywood or other nonpenetrable covering.
The covering shall be cut, fitted and secured so it rests tightly
against the exterior frame.
B. The covering shall be free from holes, breaks and loose or rotting
materials; and maintained, weatherproof and properly surface-coated
where required to prevent deterioration.
C. Boarded surface shall be of a color consistent with the exterior
of the structure.
D. On the front of the structure, in lieu of plywood or some other nonpenetrable
surface, it is permissible to use security screens or grills for all
openings except doorways, as long as such screens or grills are securely
fastened and otherwise maintained and weatherproof to prevent deterioration.
[7-21-2008(1); 9-3-2008(1)]
All attached decks, porches and balconies constructed, substantially
enlarged, altered or modified must conform to the following standards
for attachment to buildings.
A. Deck ledger connection to band joist. For decks supporting a total
design load of 50 psf 40 psf live load and 10 psf dead load), the
connection between a deck ledger of pressure-preservative treated
southern pine, incised pressure-preservative treated Hem-fir, or approved
decay-resistant species, and a two-inch nominal band joist bearing
on a sill plate or wall plate shall be constructed with 1/2 inch lag
screws or bolts with washers per Table 1. Lay screws, bolts, and washers
shall be hot-dipped galvanized or stainless steel.
B. Placement of lag screws or bolts in ledgers. The lag screws or bolts
shall be placed two inches in from the bottom or top of the deck ledgers
and between two inches and five inches in from the ends. The lag screws
or bolts shall be staggered from the top to the bottom along the horizontal
run of the deck ledger.
C. Alternate deck ledger connections. Deck ledger connections not confirming to Subsection
A shall be designed in accordance with accepted engineering practice. Girders supporting deck joists shall be not be supported on deck ledgers or band joists. Deck ledgers shall not be supported on stone or masonry veneer.
D. Deck lateral load connection. The lateral load connection required
by Section R502.2.1 of the 2003 IRC code book shall be permitted to
be in accordance therewith. Hold down tension devices shall be provided
in not less than two locations per deck, and each device shall have
an allowable stress design capacity of not less than 1,500 pounds.
E. All attachments shall be in accordance with this title and permits
and guidelines issued by the building department.