ORD1983474i . -.
ORDINANCE (1474
AN ORDINANCE TO AMEND CHAPTER 30
OF THE MUNICIPAL CODE OF THE CITY OF MUSKEG0
(The Building Code) w
ORDAIN AS FOLLOWS:
THE COMMON COUNCIL OF THE CITY OF MUSKEGO, WISCONSIN, DO
SECTION 1 : Chapter 3cl of the Municipal Code of the City
of Muskego is hereby amended in accordance with Exhibit "A"
attached hereto and made a part hereof.
SECTION 2: Table No. 1 of Chapter 30 is hereby amended to
add:
V. State Building Seals $25 .OO
SECTION 3: All ordinances or parts of ordinances
inconsistent with or contravening this ordinance are hereby
repealed. 0
SECTION 4: This ordinance shall be in full force and
effect from and after its passage and publication.
PASSED AND APPROVED THIS P~R'DAY OF ?/p&&&tJ, 1983.
ATTEST :
B 11 f83
jm
,i . -. (Exhibit "A")
Wisconsin Uniform Building Code
Corrections of typographical errors and misspelling.
30.19 (3) Wood pressure treated.
30.20 (1) (a) - laying of the brick or impair the strength -
30.23 (4) (c) - in final po::ition within 2% hours after mixing.
30.29
30.29
30.29
2) (a) Allowable stresses --- Lumber used --- The word
"For" be eliminated.
3) (a) "Design Values for Joists and Rafters,"
8) (b) - Supported with two by fours spaced not -
"2 x 4) inches" be eliminated.
Code Comnittee 1982
Review and Material Acceptance
1. Best Tuff- additive to mortar.
2. Tyvek Building Paper - Ai:: infiltration barrier.
3. Supaflu - now has State Approval
Interpretations
1. Solid fuel connection to #chimney. N. F. P. A. No. 54.
2. Unvented gas-fired room h,?aters.
3. Accessory buildings - Geis - Aire
4. Kitchen and bathroom exiiaust requirements. 21.05 (a) and (b).
5. Insulation reference. 22.06
6. Garage slab thickness.
7. Factory bcilt fireplaces.
BIASEW Code Committee Report
1982 Revisions
Page 2
30.39 (6) Change "Flue" Pipes for Incinerators to "Smoke"
Pipes for Incinerators.
30.39 (6) (a), (b), & (c) Change "flue" pipes to "smoke"
pipes. "
30.43 (7) (a) Reword - Separation from Dwelling Areas ---
Attached garages shall be separated from the
dwelling unit by at least:
1. TWO (2) inch brick or stone veneer.
2. Metal lath or perforated rocklath and
three-fourths inch of plaster.
3. Five-eighths (5/8) inch of vermiculite
plaster board.
4. Five-eighths (5/8) inch fire code
gypsum plaster board.
Table ..No. 1. :K:. .Reword
K. Heating and Air Conditioning $ .50 per 100 square feet
Distribution Systems of conditioned area.
($5.00 Minimum)
Add: Table NO. 5 Nailinc Schedule
Table J - 1 Floor joists 40 Lbs. per square foot
Table J - 4 Ceilinll Joists 20 Lbs. per square foot
Table J - 6 Ceilinq Joists 10 Lbs. per square foot
Table R - 9 Low Slope Rafters, Slope 3 in 12 of less
40 Lbs . per square foot
Table R - 11 High Slope Rafters, Slope over 3 in 12
30 Lbs. per square foot
.
.I
BIASEN Code Committee Report
1982 :Revisions
Natural light - all habitable rooms, except
those located in basements, shall be, etc.
Remove -, “ex’zept those located in basements,”
Exhaust Fan Vznting -
Reword - Exhaust fans are required in all bath
rooms which have bath tubs, shower or water
closets and in utitity rooms when no openable
window is available.
Reword There shall be provided on the premises,
disposalof sewerage without health hazards or
for each dwelling unit, means for a sanitary
nuisance, and in conformity with general
accepted standards.
Reword - Protection of adjoining property.
Any property owner (owner of an interest
made to a depth of 12 feet or less, below the
in land) making or causing an excavation to be
grade, shall protect the excavation so that the
soil of adjoining property will not cave in or
settle, but shall not be liable for the expense
of underpinning or extending the foundation of
buildings on adjoining properties where the
Before commen.cing the excavation the person
excavation is not in excess of 12 feet in dppth.
making or cat.sing the excavation to be made shall
notify in writing the owners of adjoining buildings
not less thar. 30 days before such excavation is
to be made ar:d that the adjoining buildings should
be protected. The owners of the adjoining property
purpose of psotecting such adjoining buildings.
shall be givm access to the excavation for the
Exception. The 30-day limit for written
notification may be waived if such waiver
is signed by the owner of adjoining properties.
Property owners (owners of an interest in
land) making or causing an excavation to be made
exceeding 12 feet in depth below the grade shall
protect the excavation so that the soil of adjoining
property will. not cave in or settle, and shall
extend the foundation of any adjoining buildings
below the depth of 12 feet below grade at their
below grade at their own expense as provided in
own expense. The buildings to a depth of 12 feet
preceding paragraph.
-
Joist to sill or girder, toc nail
Bridyi'ng to joist, toc nail cach cnd
1" x"6" subfloor or less to each joist, facc nail
Widcr than 1" x 6" subfloor to cach joist, face nail
2" suhfloor to joist or girder, blind and face nail
Solc plate to joist or blocking, face nail ZSlJ r sole plate to stud, end nail
to sole platc, toe nail
Doubled studs, facc nail
Top plates, laps, :and intersections, face nail
Doubled top plates. face nail
Continuous header, two pieces
Cciling joists to plate, toe nail "9 nuous hmdcr to stud, toe nail
lg joist, laps over partitions, face nail
Cel ing joist to parallel rafters, facc nail
Rafter to plate. toe nail
1" bracc to each stud and plate, face nail
1" x 6" shcathing to each bearing. face nail
IVider than I" x 8" sheathing to each bearing, face nail
1" x 8" sheathing to each bearing, face nail
Built-up. corner studs
Built-up girder and bcams
. Roof raftcrs to ridge, valley or hip rafters, toe nail
2-inch planks
Roof raftcrs to ridge, valley or hip rafters, fat,: nail
Collar ties to rafters, face nail
Plywood subfloor. roof and wall sheathkg (to framingl6
112-inch to 5116-inch
@/B-inch to 514-inch
7/8-inch to I-inch
1 118-inch to 1 114-inch
. IfZ-inch
Fiberboard sheathing7
G&xm sheathing, 1/ZqV8
Particleboard ua11 sheathing (to framing)6
3/8-inch to IlZ-inch
5/8-iuch to 314-inch
Insulated sheathing
Combination subfloor underlayment (to framing)6
3/3-incl1 and lcss
718-inch to 1-inch
1 118-inch to 1 114-inch
Panel siding (to framing)lO
1/2-inch or lcss
DWinch
2-16-d.3-Sd
2-6d or staplc
2-Ed or '2 staplcs, 1 3/4"
3-8d or 4 staples. 1 3/4"
2-165
16d at 16 0. c.
2-163
4-8d or 3-16d
16d at 24" 0. c.
16d at 16" 0. c.
2-16d
16d at 16" 0. C. along each edge
4 -8d
2-16d. 3-8d
3-16d
3-16d
2.16d, 3-8d
2-8d or 2 staples, 1 314"
2-8d or 2 staples, 1 314"
2-8d or 3 staples, 11314"
3-8d or 4 staples, 1 314"
163 at 30" 0. c., 16d at 24" 0. C.
20d at 32" 0. c. at top and
bottom and stagzcred 2-206 at
ends and at each splice
4-16d over 6" 2-16d under 6"
2-16d at each bearing
3-16d
3-8d
6ds or staple
8d smooth or common,
6d deformed. or staple
8d5
10d smooth or common, or
8d deformed
6d common or sta le, 1 118'' long
or roofing nail 1P
or roofing nail
8d commom or sta le, 1 l/Ztt long
or 6d corninon staple
1 1/2" galvanized roofing nail
6d common
8d common or staplc
or staple
11 guage roofing nails, 6d. 8d.
63 dcformcd
8d deformed
8d deformed9
10d smooth9 or comnon or
66
See 30.34 (3)
8d
1P
]All nails are smooth-common, box or dcfor~ncil shank exccpt where othcrwisc stated.
ZNail is a gcneral description and may be 'I"hcad, modificd round hexi or round hmd.
'Staples arc 16-guagc wire and haw a minimlrnl 7116-inch 0. d. crohm width.
4Common or box nails may be used exccpt \4Icr(: otherwise stated.
SCommon or deformed shank.
6hi1~ spaccd at 6 inches on center nt edpcs, 12 inchcs at intermediate supports
(10 inches at intcrmcdinrc supports for floors). exccpt 6 inches at all supports
whcrc spxns are 48 inchcs or more.
7Nails spnccd at 3 inrhcs on center at cdgcs,, 6 inches at intcrmcdiatc supports.
9Nails spaccd at G incllcs on ccntcr nt cdgcs and at intcrnicdintc sttpprts.
8N3iIs spaccd at 4 inchcs on ccnter at cdgrs,, 8 inches nt intcrn~cdi;itc supports.
locorrosion-resistant siding and casing nails,
11Galvnnircd roofing nails with 7116-inch di;111ctcr head 2nd 1 112-inch length
for 112-inch shcatllin,c and 1 314-inch for Z!i/32-incll shcathing.
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