HomeMy WebLinkAboutCertificate of Occupancy CITY HALL
Inspection Services Div
215 Church Avenue City of Oshkosh
C "...
PO Box 1130
oil Osh0osh W 0 1
54903 -1130
OJHKOIH
ON THE WATER
Approved: December 28th, 2001
Issued: January 3rd, 2002
Gay Mandeik
416 Rock PI
Oshkosh WI 54901
CERTIFICATE OF OCCUPANCY
An Occupancy Permit is hereby granted for the interior remodeling project located
at 416 Rock PI, Oshkosh, Wisconsin 54901 as described in Building Permit
Application number(s) 84327.
This building is to be used only as a single family dwelling and is located in the
R -2 Two Family Residence District.
LIMITATIONS:
Maximum Floor Loading: 40 lbs. Per square foot live Toad
Maximum persons and /or living units: One living unit
CONDITIONS:
1) Final grading must be done in accordance with the approved subdivision
drainage plan. This plan is on file in the public works office, 3 floor of City Hall
2) Erosion control measures must be maintained until the lawn is established.
Note: Final grade must be a minimum of 6" below all siding.
NOTE:
1) Copies of inspection results are available upon request in room 205, City Hall.
2) Future permits may be required for additional work to your property
A new Certificate of Occupancy shall be required prior to occupancy, should
additional building(s) be erected, or should any buildings mentioned above be
altered or moved. The use of land, or buildings, shall not be changed until a
Certificate of Occupancy is issued for that occupancy. All conditions noted above
must be complied with in order for this certificate to be v ''d.
7
,
Buil• • ystems Inspector
Building Permit Work Card
Job Address 416 ROCK PL Permit Number 0084327 Create Date 2/14/01
Owner GERALD F BOCHINSKI Contractor OWNER
Category 140 - Interior Remodeling
Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze J Plan
Zoning (e;' 2 Class of Const: Size Value $8,000.00
Unfinished /Basement Sq. Finished /Living Sq. Ft. Garage Sq. Ft.
Ft.
Rooms Bedrooms Baths ❑ Projection
Stories Height Ft. Canopies Signs
Foundation 0 Poured Concrete 0 Floating Slab 0 Pier 0 Other
0 Concrete Block 0 Post 0 Treated Wood
Occupany Permit Required Flood Plain Height Permit / R I 41s
Park Dedication # Dwelling Units 0 # Structures 0
Use /Nature FR/ Installing drywall and insulation for the living room and bedroom on the 1st floor and for the 2 bedrooms
of Work n the 2nd floor. Replacing 1 window and installing a larger window in the bedroom (header must be sized /R/7/
�
appropriately for all loads imposed).This permit does not include any electrical work or enlarging the 1st floor /;
bedroom. Engineering will be required for the installation of the beam. It shall detail how the point loads will /y // `7 /a
be transfered to the foundation.
P - Ii >2161
HVAC Contr Plumbing Contr
Electric Contr HOMEOWNER
Inspections: // ,G / �`�, ,
Date '3'27 /bl Type ,�rJ u S c, Inspector \ b[ * Approved
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Building Permit Work Card
Job Address 416 ROCK PL Permit Number 0000000 Create Date 02/14/2001
Owner C3*4-+ -T Contractor OWNER
Category 140 - Interior Remodeling
Type • Building Q Sign 0 Canopy 0 Fence 0 Raze I Plan
Zoning Class of Const: Size Value $0.00
Unfinished/Basement Sq. Finished /Living Sq. Ft. Garage Sq. Ft.
Ft.
Rooms Bedrooms Baths 0 Projection I
Stories Height Ft. Canopies Signs
Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other
0 Concrete Block 0 Post 0 Treated Wood
Occupany Permit Required Flood Plain Height Permit
Park Dedication # Dwelling Units 0 # Structures 0
Use /Nature SFR/ LATE PERMIT / Owners father came in to obtain a permit for remodeling the house. New drywall and
of Work insulation will be installed for the living room and bedroom on the 1st floor and for the 2 bedrooms on the 2nd
floor. The bedroom is being enlarged on the 1st floor. The permit was denied due to the applicant not
knowing how the point loads from the 12' beam would be transfered. This house is on piers and the owner
and/or contractor has never viewed the crawlspace area. Engineering required.
HVAC Contr Plumbing Contr
Electric Contr
Inspections:
Date Type Inspector 0 Approved I
O, S 1- 0 1. A M ■. L ►(._ ik to -cjioS
®. CORRECTION NOTICE / FIELD INSPECTION REPORT /
City of Oshkosh JOB LOCATION:
Inspection Services Division
215 Church Avenue, PO Box 1130 CONTRACTOR: D wwIl^R
Oshkosh, WI 54903-1130
Phone: (920) 236 -5050
Fax (920) 236 -5084 PROJECT TO BE INSPECTED: ,L p Et--
BUILDING: HVAC: ELECTRIC: PLUMBING: EROSION CONTROL: PROPERTY MAINT.:
Footing Rough ✓ Rough Rough Tracking Setback Park.
Foundation Furnace Service Test On Silt Fence Unlicensed Veh
Rough ✓ A/C Temp Perm Underfloor Stone Access Garbage
Insulation Fireplace UG OH Sewer/Water Straw Bales Dilapidated bld's, fences,
Re -insp. Re -insp. Re -insp. Re -insp. Re -insp. etc.
Final Final Final Final Final Ext. Maint.
L ITEM# CODE INSPECTION RESULTS
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¢aT 3 J,.�� lo,J aF l -Fo►za ti<. -. 1 Veirnt -4 LJviucT10►J
(SOFFITS \)
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VIOLATIONS MUST BE CORRECTED AND APPROVED WITHIN 30 DAYS UNLESS OTHERWISE NOTED. CALL FOR RE- INSPECTIONS PRIOR TO
CONCEALMENT AND /OR OCCUPANCY. WHEN CORRECTIONS ARE COMPLETED THE OWNERICONTRACTOR IS REOUIRED TO SIGN & DATE THIS
NOTICE AND RETURN IT TO THE INSPECTION DIVISIO WH N REQUESTING A R INSPECTION.
COMPLIANCE DATE: 7 0 „//
ACTION TAKEN:
❑ Not Approved/ Insp. Report left on site ❑ Not Approved/ Insp. Report given to ❑ Mailed/Faxed
Signed . :1) 961 7.36- ;
Inspection Services Division Date of Inspection Phone #
I herebcertify that the violations at the above address have been corrected.
L CONTRACTOR I OWNER SIGNATURE 1 " DATE ,
C O V E R
City of Oshkosh FAX
Inspection Services Division
215 Church Ave., PO Box 1130
Oshkosh WI 54901
920 - 236 -5050
S H E E T Fax: 920 -236 -5084
Date: a)-22)61
TO: — OW Fax #: $ — 9
FROM: r Rwi. Phone #:
Fax #:
Pages: including this cover sheet.
If you do not receive all pages, please call back as soon as possible.
COMMENTS:
.Vote =3 of Table 21.25 -F "columns shall he attached to their supports in u
manner acceptable to the department." It is and always has been department
policy to have the adjustment screw hearing on the footing and encased in the -,
concrete Jloor. The top hearing plate should be lag screwed into wood beams
........
w/". /-1 " bolts 2" long (pilot holes need to be drilled for proper screw installation)
and clipped or bolted to steel beams. Sometimes a contractor wants to pour the
basement Jloor before the columns are set and this is allowed so long as a box-
out is provided so that the column is in direct contact with the footing, not set on
top of the concrete floor.
History: Cr. Register, November, 1979, No. 287, eff..6 -1 -80; cr. (1) (d) and am. (3) (b), Register,
February, 1985, No. 350, eff. 3 -1 -85; r. and recr. (3) (b), am. Table 21.25 B and E, Register, January, 1989,
No. 397, eff. 2 -1 -89; am. (3) (a) and (6), Register, March, 1992, No. 435, eff. 4 -1 -92; r. and recr. (1) (c), am.
Table 21.25 -D, cr. Table 21.25 -F, Register, November, 1995, No. 479, eff. 12 -1 -95; am. Table 21.25 -A,
Register, January, 1999, No. 517, eff. 2 -1 -99.
ILHR 21.26 Masonry walls.
Masonry walls shall be constructed in accordance with the requirements of this
section.
(1) COLD WEATHER WORK. In cold weather, provisions shall be taken to prevent
masonry from being damaged by freezing.
Note: It will be the practice of the department to accept performance with "Recommended Practices
for Cold Weather Masonry Construction," available from International Masonry Institute, 823 15th Street NW,
Washington, D.C. 20005.
(2) MASONRY UNITS. (a) Unused concrete units. Previously unused concrete
masonry units shall conform to the ASTM C 90 standard.
(b) Unused clay or shale units. Previously unused clay or shale masonry units shall
conform to the appropriate ASTM standard: C 62; C216; or C 652. Units which will be
exposed to weathering or frost action shall be Grade SW as specified in these standards.
(c) Used masonry units. All previously used masonry units shall be free from
physical defects which interfere with the installation or impair the structural properties of the
unit.
(3) TYPES OF MORTAR. The type of masonry mortar to be used for various kinds
of masonry work shall be determined from Table 21.26 -A. The mortar shall conform to the
property requirements of Table 21.26-BI and to the requirements of ASTM C -270 or shall
be mixed in accordance with the proportions specified in Table 21.26 -B.
(a) Surface bond mortars. Surface bond mortars for masonry walls shall be mixed in
accordance with the proportions specified on the bag.
d,
- 1999- 21 -130-
Table 21.25 -F
COLUMNS - ALLOWABLE LOADS
STEEL*
Column Diameter Wall Thickness Weight/ft Height Allowable Load
(inches) (inches) (pounds) (feet) (pounds)
3 0.216 7.58 8 34.000
10 28,000
12 22.000
3.5 0.226 9.11 8 44,000
10 38.000
12 32.000
4 0.237 10.79 8 54.000
10 49.000
12 43.000
5 0.258 14.62 8 78.000
10 73.000
_ 12 _ 68.000
6 0.280 18.97 8 106.000
10 101.000
12 95.000
* Fv = 36,000 psi
COLUMNS - ALLOWABLE LOADS
WOOD •
Wood Cross Section Height Allowable
Nominal Size Area (feet) (pounds)
(inches) (inches)
4x4 12.25 8 4,900
10 3,100
12 2,150
4x6 19.25 8 7,700
10 4,900
12 3,400
6 x 6 30.25 8 30.000
10 18,900
12 13,300
Note 1: E = 1,000,000 Fb = 1,000
Note 2: Manufactured columns shall be installed in accordance with their listing and recommended
allowable Toads.
Note 3: Columns shall be attached to their supports in a manner acceptable to the department.
- 1999- 21 -129-
03/20/2001 07:26 FAX 920 738 3107 STOCK LUMBER (1001
LUIVIEIERoetwideeschake.
222 N. Liles Drive Telephone (920) 738 -3100
Appleton, WI 54914
Fax (920) 738-3107
Fax Correspondence
Please Deliver the.Following Correspondence. to: •
NAME: BRI AN A E
4. LOCATION:... 6 .) I c O.r 1% "Z".►r p we t' c o,.., _ XCE 1 .
FROM: Pao Z. S
REMARKS: P o - t_c- C G15 -- 7Q Z. 6 - '/ F " - ) " ' 1 4 "A SS r Cgr✓e�.
a N t1 I - f\ocK- l� t: Ica 4-1 w# _ d
•
Number of Pages Including Cover Page: 7
If all Pages are not Received or Clear Please Phone.
•
Thar* You!
03/20/2001 07:26 FAX 920 738 3107 STOCK LUMBER 0 002
MEMO
TO: DATE:
FROM: y 1. � ' in RE:
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Electric Permit Work Card
Job Address 416 ROCK PL Permit Number 84913 Create Date 03/14/2001
Owner GAY L MANDEIK Contractor ACTION ELECTRIC
Category 612 - Residential - Single Family Addition /R
Service p New O Change ° Temp • N/A Type 0 Overhead 0 Underground i♦ N/A J
Volts Circuits Fixtures
Amps Switches Receptacles
Fee $60.00 Value $1,400.00
Appliances
Use /Nature SFR / INTERIOR REMODEL 1ST, 2ND FLOOR BEDROOMS & LIVING ROOM
of Work
Inspections:
Date 3/14/01 Type Rough In Inspector KEVIN BENNER J Approved
7:45 AM