HomeMy WebLinkAboutCertificate of OccupancyOat. 9, 1990
Ron Leiahtfuss
325 N. Sawyer
Oshkosh, WI 54901
An Occupancy Permit is hereby granted for the new residence
with attached garage located at 2381 Katy Court, Oshkosh,
Wisconsin as described in Building Fermit Application number(s)
16252.
This building is to be used only as a Single Family Residence and
is in the R-1 Single Family Residence District.
LIMITATIONSs
Maximum floor loadings 40 lbs. per square foot live loading
Maximum number of persona and/or living units: t living unit
NOTE:
A new Certificate of Occupancy shall be required prior to
occupancy, should additional bulldin$(s) be created, or should any
buildings mentioned above be altered or moved. The use of land,
or buildings shall nat be changed until a Certificate of Occupancy
is issued for that occupancy.
___.. BUILDING INSPECTOR
~.
~~ ~~ ~
~~~ Chapter 21
WISCONSIN UNIFORM DWELLING CODE
INSPECTION CHECKLIST
a3~i
Project Address:
Owner: Permit #: ~~ 2 ~ Z
Bu i 1 der : ~ ~.l.',GG~~tia!/
CHAPTER 21 - CONSTRUCTION STANDARDS
DESIGN
21.03 Exits, Doors and Hallways
(1) Two exits from first floor
~ (2) Egress windows from 2nd floor bedrooms or two exits from
floor
/"
l/'
~~ (3 )
G~ ( 4 )
i (5)
(6)
(7>
v"
(8)
/^
~~~~.
~(8>(a>
20" wide x 24" high min.
46" sill height
Two exits from 3rd floor
Loft s
More than 400 sq. ft. then stairway
If 400 sq. ft. or less, then ladder ok
Egress windows from basement bedrooms or two exits from floor
If ground floor used for sleeping then exit to grade and
another exit or bedroom egresa windows
Doors
Main exit - 3' x 6'8"
Second exit - 2'8" x 6'8"
Interior Circulation
One-half of bedrooms - 2'8" x 6'8" door
One full bathroom - 2'8" x 6'8" door
Common use' areas - 2'8" door or 2'6" passageway
Hallway -'3' wide
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(10)(a>
(b>
(c>
(d>
21.04 Stairs
~(1>
~! (1>(c>
(1)(c>2.
(1>(c)4.
(2)
~` (2>(a>
~(2>(a>
~ (2)(c)1.
~ (2>(c>2.
~(2)(c>4.
(2>
~ (2>(c>1.
~ (2>(c)2.
' /~i3>
V (3>(a)
~~ (3>(b>
Exit Balconies - treated wood, conc., steel
Guardrail 3'' min., intermediate rails
Maximum floor height 15 feet
Minimum 3' x 3'
Landings min. 3 ft. in travel direction
Landing between door at head and foot of all stairs
Except at head of interior stair when swing not over stair
Except at head of interior stair, two or fewer risers,
regardless of swing
Except at head of exterior stair, three or fewer risers,
at sliding glass door
Exterior landing or platform not more than 8" below
interior floor
Handrails on stairs of more than three risers
At least one provided
Provided on 'all open sides
Between 30 and 34 inches above nosing
To prevent passage of objects over 9" dia.
1 1/2" clearance between rail and wall
Withstand 200 lb. load in any direction
Guardrails at elevation changes of over 24"
At least 36" above floor
To prevent passage of objects over 9" dia.
Stairway Details
3 ft. wide
Min. headroom of 6' 4"
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(3>(c> Max. riser of 8", min. tread of 9"
~(~3>(d> Winders per code
~ (3>(e> Spiral stairs per code
Ladders per code
21.045 Ramps
_~ (1>-(4) Ramps per code
21.05 L ght and Ventilation
in h stable rooms (bedrooms in basements
(1> 8X glazed openings ab
only)
(2)(a) 3.SX openable windows in all habitable rooms, kitchens and
baths (or one air change per hour mech. vent.)
/_(2)(b> Exhaust hoods terminate outside of dwelling
(4) Crawl space vented, vapor barrier, organic matter removed
(5> Safety glass in doors and sidelights
21.06 Ceiling Height
,~ Ceiling height-min. SOX of at least 7'
21.07 and Crawl Space
Attic and crawl space access at least 14" x 24"
21.08 Firestopping, Draftstopping and Fire Separation
~(1><a) At floor levels
(1)(b> At connections between concealed vertical and horizontal spaces
(1)(c) At top and bottom of stairway stringers
,/~ (1m> Envelope homes wall passages lined, smoke detectors installed
(3>(a) Above tenant separation
' and (b>
(3)(c> Around chases
(5) Garage separation per Table 21.08
~,~ (5>(a> 45 min. wall and ceiling separation
21.04 Ladders
(1)
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(5>(b> 20 min. door, solid core or metal
_~ (5>(c> Noncombustible garage floor with drainage to drain or exterior
21.09 Smoke Detectors
On each floor incl.' basement
21.10 D~e y Resistant Wood
-~ (1>(a> Joists less than 18" from earth
~/ ; (1>(a> Girders less than 12" from earth
/ (1>(b> Sills less than 8".from earth
_~ (.1)(d> Siding less than 6" from earth
21.11/Foam Plastic Insulation
~/ Protected with 15 minute finish
FOOTINGS AND FOUNDATION INSPECTION'
21.12 Grade
Slope away from dwelling
21.13 Excavations
Proper protection of adjacent property
21.14 Excavations For Footing And Foundation
(1> No excavations below footings unless reinforced
(2> Soil undisturbed or compacted; no organics
21.15 Footings
(1>(a) Continuous - 4" wider than wall, 8" deep
(1>(b) Column - Z' x 2', l2" deep
(1>(c> Trench (frost wall) - 8" wide
(1>(d) Chimney and fireplace - 4" on each side, 12" deep
21.16 Frost Penetration
Bottom of footing 'at least 48" below grade
No footings placed on frozen soil
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21.17 Drain Tiles~(Where Required)
(2)(c) Exterior tale on Z" gravel, covered with 12" gravel
t2>(d) Basement floor on 4" gravel
(2>(e) Interior ti le connected to exterior ti le with bleeders every 8'
(2)(f) Tile to sump pitched 1/8" per ft.
(3> Drain ti le discharge per s. ILHR 82.36
21.18 Foundation
General
As wide as supported wall
Lateral support at bottom (slab) and top (anchored floor)
' (1> Concrete - per ,Table 21.18-A - min. 3000 psi concrete
(Z)(a) Unreinforced masonry per Table 21.18-B
(2><b) Masonry reinforced w/pilasters per Table 21.18-C
(2)(b) Masonry reinforced w/rebar per Table 21.18-D
(2)(c) Lateral support at top and base of wall
(3) Wood foundation - per NFPA Tech Report #7 - No galvanized
fasteners
21.20 Concrete Floors
At least three inch thick
Four inch base course over clay snits
21.205 Wood basement floors
Per NFPA Tech Report #7
FRAMING INSPECTION
21.22 Floors
(1) Joists sized per span tables
(1)(lm> Sill plates
Any sill plates anchored
Masonry walls -'Min. 2" x 6" sill plate or solid top course
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(2> Truss joists properly installed (bearing points)
(3> Girders or beams sized per 21.22-A1 or -A2 or Gen. Info.
Notice #9 which is reprinted in UDC commentary s. ILHR
21.22(3) (Built-up wood beams to have double row of nails,
nails spaced 18" in each row)
(3>(a> Beam anchored to posts
(4> Bearing
1 1/2" on wood, 3" on concrete or masonry
Max. joist tail ends of 8"
(5) Notching and boring
(5>(a)1. Notching - max. 1/6 of depth not in mid 1/3
(5>(a>2. End notches not more than 1/4 of depth
(5)(b> Boring - center of member, max. 1/3 of depth
(6> Overhangs
(6)(a) Max. 2 ft. where floor joists extend over wall
(6)(b) Lookout joists attached to doubled floor joist with
hangers set twice the overhang behind wall
(7) Floor openings
Doubled trimmers and headers if header over 4 ft.
Hangers, beams or partition wall support if header over 6 ft.
Hangers or ledger for tail joists over 8 ft.
(8) Floor sheathing per Tables 21.22-8, C, D or E
(8)(a) Plywood deck to have blocking, underlayment, wood strip
flooring or T & G edges
(9> Bridging every 8 ft. unless not required per NDS
Wa11s
21.24 xterior Walls
Weather-resistant Wall covering
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21.25 Wood Frame Walls
(1>(a) Stud size, grade and spacing per Table 21.25-A
(1><b> Posts or multiple studs at corners
(1)(d> Corner bracing
(2> Proper top plate
(3>(a) Header size per Tables 21.25-B, C or D
(3)<b) Doubled shoulder stud for headers over 6' in bearing wall
(3)<b>3. Single shoulder stud for headers over 6' if 2 x 6
construction
(4) Stud not notched more than 1/3 of their depth
<5) Load bearing partition over proper support
21.26 Masonry Wa lls
(1) Proper cold weather work measure
(3) Proper mortar per Table 21.26-A
(7> Masonry Veneers
(7)(a)1. Max. corbel of 1"
(7)(a)2. Maintain air space
(7)(a)3. Brick ledge or base flashing
(7)(a)4. Weepholes every 4 ft.
(8> Veneer Anchorage
(8><a)1. Corrugated ties
Max veneer unit size of 1 sq. ft.
Tie every Z sq. ft.
Embedded Z inches in point
(8>(a)2. 1/4" dia. bolts for large units
Each veneer unit w/3 anchors -or- units doweled to each
other and wall anchor every 6 sq. ft.
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(8>(b> Option of adhesive anchorage properly done
(9> Framing member bearing - min. of 3" on masonry
(14> Dampproofing of masonry foundations in clay soil
Roofs and Ceili ngs
21.27 Roof Desi gn
(1> Rafters and foists sized per span tables
(3) Proper protection from water, 15 lb underlayment
(4>(b) Crickets if chimney over 30" wide
21.28 Framing
(1> 2X ridge board if rafters offset
(2) Collar ties every third rafter
___ (4) Hip and valley rafters 2" wider than commons
(4>(a) Doubled valley rafters unless supported
(5> Trusses
Wood grade marks per plan
Proper load rating
Bearing as indicated
Diagonal supports to end walls as indicated
Lateral support as indicated
Lateral support of bottom chord as indicated
No field modifications
(6> Proper notching and boring of foists
(7> Roof sheathing sized properly
Edges supported or,clipped w/proper gap
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FIREPLACE REQUIREMENTS
21.29 Masonry fireplaces
(1> Flue size per Table 21.2,9
(3> Firebox -
~' Box of 1/4" metal, listed or 2" firebrick
Walls at least 8" thick
~~(6) -Hearth extension per Table 21.29-1
(11) Combustible trim
~~ None within 6" of opening
~-~ Combustibles between 6" and 12" of opening not to project more
- than 1/8" per inch from•opening
(13) Combustible framing 2" away
21.30 Masonry chimneys - See Chapter 23 Checklist
21.31 Fireplace stoves
To be listed
21.32 Factory-built fireplaces
Listed
(1) Installed per listing incl. clearances
(3) Hearth extension per Table 21.32-1
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