HomeMy WebLinkAbout2004-Certificate of Occupancy CITY HALL
Inspection Services Div
215 Church Avenue City of Oshkosh
PO Box 1130
OFIA Oshkosh WI
54903 -1130
O.IHKOOH Approved: 6/28/04
ON THE WATER Issued: 7/2/04
Zangl & Shields LLC
W162N6591 Mayflower Drive
Germantown, WI 53022
CERTIFICATE OF OCCUPANCY
An Occupancy Permit is hereby granted for the 8 unit apartment building located at
1750 Robin Avenue, Oshkosh, Wisconsin 54902 2685 as described in Building Permit
Application number(s) 103211.
This building is to be used only as a multi family dwelling and is located in the
R -4 Multiple Dwelling District.
LIMITATIONS:
Maximum Floor Loading: Per State approved plans
Maximum persons and /or living units: One family per dwelling 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.
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 valid. ,
l i , _ . /Ai/
a ' din • Systems Inspector
cc: LZ Enterprises
Building Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 0103211 Create Date 7/30/03
Owner Zangle & Shields LLC Contractor LZ ENTERPRISES
Category 130 - New Multi- Family
Type • Building O Sign 0 Canopy O Fence O Raze I Plan 19 -79 -0703
Zoning R-4 Class of Const: VB Size 8470 Value $234,140.00
Unfinished /Basement 0 Sq. Finished /Living 8470 Sq. Ft. Garage 0 Sq. Ft.
Ft.
Rooms 0 Bedrooms 0 Baths 0 n Projection
Stories 2 Height 30 Ft. Canopies 0 Signs 0
Foundation 0 Poured Concrete 0 Floating Slab O Pier 0 Other
0 Concrete Block O Post 0 Treated Wood
Occupany Permit Required Flood Plain Yes Height Permit Not Required
Park Dedication Not Required # Dwelling Units 8 # Structures 1
Use /Nature 8 Unit / New 2 story 8470 sq ft 8 unit apartment as per State of Wisconsin Transaction ID # 882121.
of Work
HVAC Contr UNKNOWN ? ?? Plumbing Contr UNKNOWN
Electric Contr UNKNOWN ? ? ??
Inspections:
Date 6/23/04 • Type Final Inspector AIIyn Dannhoff
REQUEST LINE / REQUESTED INSPECTIONS NECESSARY FOR OCCUPANCY & ROUGH -IN AND FOOTING INSPECTIONS FOR
GARAGE
SEE FCN
Date/Time requested: 6/22/04 08:14 AM Notice Type: FC Phone Number: LOREN 414 - 333 -8177
Access:
Ready Date/Time: 6/22/04 08:14 AM Requested By: LZ ENTERPRISES
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
Date 6/24/04 Type Re Final Inspector AIIyn Dannhoff approved
CORRECTIONS MADE
B &H OK, OK TO OCCUPY
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested By:
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
Building Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 0103211 Create Date 7/30/03
Owner Zangle & Shields LLC Contractor LZ ENTERPRISES
Category 130 - New Multi - Family
Type • Building ❑ Sign ❑ Canopy ❑ Fence ❑ Raze I Plan 19-79 -0703
Zoning R-4 Class of Const: VB Size 8470 Value $234,140.00
Unfinished /Basement 0 Sq. Finished /Living 8470 Sq. Ft. Garage 0 Sq. Ft.
Ft.
Rooms 0 Bedrooms 0 Baths 0 ❑ Projection
Stories 2 Height 30 Ft. Canopies 0 Signs 0
Foundation 0 Poured Concrete ❑ Floating Slab O Pier O Other
❑ Concrete Block ❑ Post ❑ Treated Wood
Occupany Permit Required Flood Plain Yes Height Permit Not Required
Park Dedication Not Required # Dwelling Units 8 # Structures 1
Use /Nature 8 Unit / New 2 story 8470 sq ft 8 unit apartment as per State of Wisconsin Transaction ID # 882121.
of Work
HVAC Contr UNKNOWN ? ?? Plumbing Contr UNKNOWN
Electric Contr UNKNOWN ? ? ??
Inspections:
Date Type Note Inspector Brian Noe
REQUEST LINE / DENNIS HAS QUESTIONS ON FIRE STOPS. PLEASE CALL HIM. SOMEONE WILL BE ON SITE 3/4 & 3/5.
Date/Time requested: 3/3/04 03:21 AM Notice Type: Phone Number: 414 -412 -7038
Access:
Ready Date/Time: 3/4/04 Requested By: CLEAR VIEW PLUMBING DENNIS
❑ Reinspect Fee ❑ Fee Waived ❑ Reinspect Fee Paid
Date Type Note Inspector
ADDITIONAL RESULTS TO BE ADDED BY BRIAN AT FUTURE DATE
Date/Time requested: 6/22/04 02:14 PM Notice Type: Phone Number:
Access:
Ready Date/Time: 6/22/04 02:14 PM Requested By:
❑ Reinspect Fee ❑ Fee Waived ❑ Reinspect Fee Paid
Building Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 0103211 Create Date 7/30/03
Owner Zangle & Shields LLC Contractor LZ ENTERPRISES
Category 130 - New Multi - Family
Type • Building ❑ Sign ❑ Canopy ❑ Fence ❑ Raze I Plan 19 -79 -0703
Zoning R-4 Class of Const: VB Size 8470 Value $234,140.00
Unfinished /Basement 0 Sq. Finished /Living 8470 Sq. Ft. Garage 0 Sq. Ft.
Ft.
Rooms 0 Bedrooms 0 Baths 0 ❑ Projection
Stories 2 Height 30 Ft. Canopies 0 Signs 0
Foundation • Poured Concrete ❑ Floating Slab 0 Pier ❑ Other
❑ Concrete Block ❑ Post ❑ Treated Wood
Occupany Permit Required Flood Plain Yes Height Permit Not Required
Park Dedication Not Required # Dwelling Units 8 # Structures 1
Use /Nature 8 Unit / New 2 story 8470 sq ft 8 unit apartment as per State of Wisconsin Transaction ID # 882121.
of Work
HVAC Contr UNKNOWN ? ?? Plumbing Contr UNKNOWN
Electric Contr UNKNOWN ? ? ??
Inspections:
Date • Type Footings Inspector
Date/Time requested: 9/10/03 08:23 AM Notice Type: Phone Number:
Access:
Ready Date/Time: 9/10/03 08:23 AM Requested By:
❑ Reinspect Fee ❑ Fee Waived ❑ Reinspect Fee Paid
Date • Type Foundation Backfill Inspector
Soil enineering faxed 9/9/03
Date/Time requested: 9/10/03 08:23 AM Notice Type: Phone Number:
Access:
Ready Date/Time: 9/10/03 08:23 AM Requested By:
❑ Reinspect Fee ❑ Fee Waived ❑ Reinspect Fee Paid
Electric Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 106051 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor D R E ELECTRIC
Category 631 - Residential -New Multi - Family Wiring
Service 0 New ❑ Change ❑ Temp ❑ N/A Type ❑ Overhead • Underground ❑ N/A
Volts 240 / 120 Circuits 112 Fixtures 90
Amps 600 Switches 154 Receptacles 245
Fee $262.00 ❑ Value $25,500.00
Appliances Range (8), Fan or Blower (16), Dishwasher (8), Fumace (1), Garbage Disposal (8), NC (8), Dryer (8),
Water Heater (8)
Use /Nature 8 Unit / Wiring of 8 family apartment building & 9 -car garage.
of Work
Inspections:
Date 06/15/2004 Type Reinspect Inspector Kevin Benner approved w /cond.
Request Line
The interior is approved.
Exterior recptacles need in -use covers and I question the circuit disconnects for the garage stalls.
Date/Time requested: 06/15/2004 07:00 AM Notice Type: Phone Number: 262 -424 -5485
Access:
Will be there today from 9 on.
Ready DateTme: 06/15/2004 07:00 AM Requested by: D R E ELECTRIC -Dave
O Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
Date 06/28/2004 Type Re Final Inspector Kevin Benner approved
Request from the building inspector
Date/Time requested: 06/27/2004 00:00 Notice Type: Phone Number:
Access:
Ready Date/Time: 06/27/2004 00:00 Requested by:
0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
Electric Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 106051 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor D R E ELECTRIC
Category 631 - Residential -New Multi - Family Wiring
Service Q New Q ChangeQ Temp 0 N/A Type Q Overhead • Underground Q N/A
Volts 240 / 120 Circuits 112 Fixtures 90
Amps 600 Switches 154 Receptacles 245
Fee $262.00 ❑ Value $25,500.00
Appliances Range (8), Fan or Blower (16), Dishwasher (8), Fumace (1), Garbage Disposal (8), NC (8), Dryer (8),
Water Heater (8)
Use /Nature 8 Unit / Wiring of 8 family apartment building & 9 -car garage.
of Work
Inspections:
Date 04/26/2004 Type Inspector Jon Fischer no time
Request Line - trench (rec'd 4/23/04 6:30 a.m.)
Date/Time requested: 04 /23/2004 07:00 AM Notice Type: Phone Number:
Access:
Ready Date/Time: 04/23/2004 07:00 AM Requested by: D R E ELECTRIC -Dave
Q Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
Date Type Final Inspector Kevin Benner
REQUEST LINE / SCHEDULE FOR FRIDAY OR MONDAY
Date/Time requested: 06/10/2004 08:58 AM Notice Type: Phone Number: DAVE 262 -424 -5485
Access:
DAVE WANTS TO BE PRESENT, CALL TO SCHEDULE -LEAVE MESSAGE IF NO ANSWER
Ready Date/Time: 06/11/2004 : Requested by: D R E ELECTRIC
0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
Electric Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 106051 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor D R E ELECTRIC
Category 631 - Residential -New Multi - Family Wiring
Service 0 New 0 Change() Temp 0 N/A Type 0 Overhead • Underground 0 N/A
Volts 240 / 120 Circuits 112 Fixtures 90
Amps 600 Switches 154 Receptacles 245
Fee $262.00 ❑ Value $25,500.00
Appliances Range (8), Fan or Blower (16), Dishwasher (8), Furnace (1), Garbage Disposal (8), A/C (8), Dryer (8),
Water Heater (8)
Use /Nature 8 Unit / Wiring of 8 family apartment building & 9 -car garage.
of Work
Inspections:
Date 02/13/2004 Type Service Inspector Jon Fischer approved
REQUEST LINE /MULTI FAMILY SERVICE INSPECTION
2/13/04 caled in
2/23/04 mailed in
Date/Time requested: 02/12/2004 08:11 AM Notice Type: Phone Number: 262 -424 -5485
Access:
Ready Date/Time: 02/12/2004 08:11 AM Requested by: D R E ELECTRIC DAVE ERICKSON
0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
Date 03/11/2004 Type Rough In Inspector Jon Fischer approved
Request Line -would like to be there in case anything needs to be corrected.
Date/Time requested: 03/10/2004 08:40 AM Notice Type: Phone Number: 262 -424 -5485
Access:
Ready Date/Time: 03/11/2004 12:00 PM Requested by: D R E ELECTRIC -Dave
0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
HVAC Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 105009 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor BERLIN HEATING & COOLING
Category 500 - Residential- Heating & Ventilating Plan 19-79 -0903
Fuel ✓ G as 1 1 Oil I 1 Electric U Solar Solid Value $28,000.00
System 0 New 1 ❑ Replace —] Other
Li Forced Air 4 Radiant LJ Steam u A/C U Vent
Li Electric U Hot Water , J Suppl. U Con. Bumer
Chimney Type 0 Chimney A O Chimney B 0 Direct Vent • Not Applicable
Heat Loss 0 As Approved 0 Existing • Not Applicable Value 0
BTU Rate 0 As Per Plan 0 Variable • Other Value
Use /Nature 8 Unit / Install HVAC for new 8 unit apartment building.
of Work
Inspections:
Date 6/24/04 Type Final Inspector Allyn Dannhoff approved
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested By:
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
HVAC Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 105009 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor BERLIN HEATING & COOLING
Category 500 - Residential- Heating & Ventilating Plan 19-79 -0903
Fuel 11 as Oil Electric 1 Solar 1 Solid Value $28,000.00
System Q New J Replace [] Other
Li Forced Air ✓J Radiant J Steam U NC u Vent
[] Electric Hot Water J Suppl. [] Con. Burner
Chimney Type 0 Chimney A 0 Chimney B 0 Direct Vent • Not Applicable
Heat Loss 0 As Approved 0 Existing • Not Applicable Value 0
BTU Rate J As Per Plan 0 Variable • Other Value
Use /Nature 8 Unit / Install HVAC for new 8 unit apartment building.
of Work
Inspections:
Date Type Final Inspector Brian Noe cancelled
REQUEST LINE
Waiting for remaing portion of bldg to be completed and bldg final.
Date/Time requested: 05/13/2004 05:45 PM Notice Type: Phone Number: KURT 428 -4700
Access:
OPEN, MECHANICAL ROOM ON SOUTH END OF BUILDING
Ready Date/Time: 05/13/2004 05:45 PM Requested By: O'NEILL ENTERPRISES
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
Date Type Note Inspector Brian Noe
FILE TURNED OVER TO ALLYN - NO FINAL INSPECTION CONDUCTED BY ME.
Date/Time requested: 06/25/2004 09:39 AM Notice Type: Phone Number:
Access:
Ready Date/Time: 06/25/2004 09:39 AM Requested By:
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
HVAC Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 105009 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor BERLIN HEATING & COOLING
Category 500 - Residential- Heating & Ventilating Plan 19-79 -0903
Fuel ✓ Gas 1 1 Oil Electric J Solar 1 Solid Value $28,000.00
System n New n Replace ❑ Other
U Forced Air u Radiant u Steam U NC u Vent
u Electric u Hot Water u Suppl. LJ Con. Bumer
Chimney Type 0 Chimney A 0 Chimney B 0 Direct Vent • Not Applicable
Heat Loss 0 As Approved 0 Existing • Not Applicable Value 0
BTU Rate 0 As Per Plan 0 Variable • Other Value
Use /Nature 8 Unit / Install HVAC for new 8 unit apartment building.
of Work
Inspections:
Date 10/29/03 Type Consultation Inspector Brian Noe
A number of phone calls were made (see journal entrys for this address) and Greg from TDI (Architect) required that PEX
tubing located in grade beam be spread apart min 24 inches, and photos taken to confirm correction prior to pouring of
concrete.
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested By:
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
Date Type Rough In Inspector Brian Noe
REQUEST LINE / 2ND FLOOR, IN FLOOR HEATING INSPECTIONTO SEE IF IT MEETS STATE APPROVED PLAN,
FRIDAY OR MONDAY INSPECTION REQUESTED
Date/Time requested: 04/15/2004 04:19 PM Notice Type: Phone Number: PAT O'NEILL 428 -4700
Access:
open
Ready Date/Time: 04/16/2004 : Requested By: O'NEILL ENTERPRISES
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
HVAC Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 105009 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor BERLIN HEATING & COOLING
Category 500 - Residential- Heating & Ventilating Plan 19 -79 -0903
Fuel ✓J Gas Oil Electric I Solar I Solid Value $28,000.00
System 0 New ❑ Replace Other
Forced Air u Radiant ❑ Steam u A/C U Vent
j Electric u Hot Water IJ Suppl. LJ Con. Bumer
Chimney Type 0 Chimney A Q Chimney B Q Direct Vent • Not Applicable
Heat Loss Q As Approved 0 Existing • Not Applicable Value 0
BTU Rate Q As Per Plan 0 Variable • Other Value
Use /Nature 8 Unit / Install HVAC for new 8 unit apartment building.
of Work
Inspections:
Date 10/27/03 Type Rough In Inspector Brian Noe not approved
NO HVAC PERMIT ISSUED YET - Not ready.
Date/Time requested: Notice Type: Phone Number:
Access:
•
Ready Date/Time: Requested By:
Q Reinspect Fee Q Fee Waived ❑ Reinspect Fee Paid
Date 10/27/03 Type Rough In Inspector Brian Noe not approved
No permit or plans at time of inspection. Allyn is working with Pat Oneil to issue a permit without State approved plans, per
the HVAC early start process he developed.
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested By:
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
Plumbing Permit Work Card
Job Address 1750 - OBIN AVE Permit Number 104391 Create Date 07/30/2003
Owner Zangle : Shields LLC Contractor CLEAR VIEW PLUMBING
Category 410 - - :-.idential- Interior Plan C5-54- 0903 -P Value $26,500.00
Bathtub : Shower 0 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool I Floor Drain 9 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory : Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet : Lndry Stndp 0 Clothes Wshr 8 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0
Res. Sink n Disposal 8 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink n Dishwasher 8 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater : Sump Pump 0 Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain n Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
Roof Drain U Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use /Nature 8 unit apartment plumbing interior and sewer.
of Work
S ze Material Type # Conn.Type
Sanitary Sewer 4 Plastic Lateral 1 New
0
0
0
0
Storm Sewer 0
0
0
0
0
Water Service 0
0
0
0
0
Date 6/11/04 ype Final Inspector WJ (Chip) Callies approved
REQUEST LINE / 8 U IT
Date/Time requested: 6/11/04 11:58 PM Notice Type: Telephone Number: DENNIS 414 -412 -7038
Access:
OWNER ON SITE
Ready Date/Time: 6/11/04 11:58 PM Requested By: CLEAR VIEW PLUMBING
0 Reinspect Fee ill Fee Waived ❑ Reinspect Fee Paid
1
Plumbing Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 104391 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor CLEAR VIEW PLUMBING
Category 410 - R3sidential- Interior Plan C5-54- 0903 -P Value $26,500.00
Bathtub 8 Shower 0 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain 9 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 8 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 8 Lndry Stndp 0 Clothes Wshr 8 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0
Res. Sink 0 Disposal 8 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 0 Dishwasher 8 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 8 Sump Pump 0 Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use /Nature 8 unit apartment plumbing interior and sewer.
of Work
Size Material Type # Conn Type
Sanitary Sewer 4" Plastic Lateral 1 New
0
0
0
0
Storm Sewer 0
0
0
0
0
Water Service 0
0
0
0
0
Date 4/19/04 Type Rough In Inspector WJ (Chip) Callies approved w /cond.
REQUEST LINE / 3/5/04 EARLY AM
Date/Time requested: 3/3/04 03:21 PM Notice Type: Telephone Number: DENNIS 414 -412 -7038
Access:
ON SITE
Ready Date/Time: 3/5/04 : AM Requested By: CLEAR VIEW PLUMBING
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
Plumbing Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 104391 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor CLEAR VIEW PLUMBING
Category 410 - Residential- Interior Plan C5-54- 0903 -P Value $26,500.00
Bathtub 8 Shower 0 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain 9 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 8 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 8 Lndry Stndp 0 Clothes Wshr 8 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0
Res. Sink 0 Disposal 8 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 0 Dishwasher 8 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 8 Sump Pump 0 Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use /Nature 8 unit apartment plumbing interior and sewer.
of Work
Size Material Type # Conn.Type
Sanitary Sewer 4" Plastic Lateral 1 New
0
0
0
0
Storm Sewer 0
0
0
0
0
Water Service 0
0
0
0
0
Date 10/15/03 Type Underground Inspector Rich Wood approved
Date/Time requested: 10/15/03 01:13 PM Notice Type: Telephone Number:
Access:
Ready Date/Time: 10/15/03 01:13 PM Requested By:
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
Building Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 0103211 Create Date 7/30/03
Owner Zangle & Shields LLC Contractor LZ ENTERPRISES
Category 130 - New Multi - Family
Type • Building ❑ Sign 0 Canopy 0 Fence 0 Raze Plan 19 -79 -0703
Zoning R -4 Class of Const: VB Size 8470 Value $234,140.00
Unfinished /Basement 0 Sq. Finished /Living 8470 Sq. Ft. Garage 0 Sq. Ft.
Ft.
Rooms 0 Bedrooms 0 Baths 0 ❑ Projection
Stories 2 Height 30 Ft. Canopies 0 Signs 0
Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other
0 Concrete Block 0 Post 0 Treated Wood
Occupany Permit Required Flood Plain Yes Height Permit Not Required
Park Dedication Not Required # Dwelling Units 8 # Structures 1
Use /Nature 8 Unit / New 2 story 8470 sq ft 8 unit apartment as per State of Wisconsin Transaction ID # 882121.
of Work
HVAC Contr UNKNOWN ? ?? Plumbing Contr UNKNOWN
Electric Contr UNKNOWN ? ? ??
Inspections:
Date • Type Final Inspector Allyn Dannhoff
REQUEST LINE /REQUESTED INSPECTIONS NECESSARY FOR OCCUPANCY & ROUGH -IN AND FOOTING INSPECTIONS FOR
GARAGE
4
Dat im requested: 6/22/04 08:14 AM Notice Type: Phone Number: LAUREN 414 - 333 -8177
Access:
Ready Date/Time: 6/22/04 08:14 AM Requested By: LZ ENTERPRISES
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
41 /4‘i At -f 44 0
01‘,_ kltD 0 y
•
- J N
`V v
CORRECTION NOTICE / FIELD INSPECTION REPORT *,
JOB LOCATION: 17..0 go i. tt ..t.
City of Oshkosh n
Inspection Services Division CONTRACTOR: l� / W N t
215 Church Avenue, PO Box 1130
Oshkosh, WI 54903 -1130 PROJECT TO BE INSPECTED: Art.
Phone: (920) 236 -5050 f--41/4..„/E"--T
Fax (920) 236 -5084 TYPE OF INSPECTION: I(
Violations must be corrected and approved within 30 days unless otherwise noted. Call for re- inspections prior to concealment
and/or occupancy. Upon completing the corrections, the owner /contractor /agent must sign and date at the bottom of this notice
and return it to the Inspection Services Division by the Compliance Date of .
L D INSPECTION RESULTS F . .. ,"
n
h. ,<< �r / '/ 1 h
4 >✓�+ (Cti / 7J 0 - A, , _ . -
pi / - 2/9/.0 4? C rt a-c ex V c,R c
I_ t ( R 11 / e- e it 46..
Z7 4 A1ati rb4 v 75.e )( c(2 e..ot 4 jt .r GGrSS ItSW /fe -
5.ec wre tr 40 ryt°s
VA / /
.4...t ill —42 i A 'A . 1 4 _ r '
o t - g4--r.ie.. v.tI
L � et '{ L >
a e_t...v.vtA- e-N(
eft-- itb
40.4411? s », ",;, r.w.' - . ."'`I-- ; ' „M1=-Ai . ,r m = .t k ,,,
:.fit a e ” � �
❑ Not Appr 6 ed/ rt left o . ite •�, , of Approved/ Insp. Report give to �� ❑ Mailed/Faxed
_ Signed / b i7 / ,/ `
6o Z3 0 V 831e -1 0 ��
a i pection Services D T ion Date f Inspection Phone #
f.k ,� - : ,4 , t litt, r ( ` S IR «a. } r 1 4. .4 vr E * 4'. . tE
Pte. Q h 4 W .: I $
Print Name Company
Signature: Date
HVAC Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 105009 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor BERLIN HEATING & COOLING
Category 500 - Residential - Heating & Ventilating Plan 19 -79 -0903
Fuel L Gas Oil 1 Electric 1 Solar 1 Solid Value $28,000.00
System ® New ❑ Replace I n Other I
L Forced Air A Radiant _f Steam U NC LJ Vent
❑ Electric Hot Water u Suppl. u Con. Burner
Chimney Type 0 Chimney A 0 Chimney B O Direct Vent 0 Not Applicable
Heat Loss 0 As Approved 0 Existing • Not Applicable Value 0
BTU Rate p As Per Plan 0 Variable • Other Value
Use /Nature 8 Unit / Install HVAC for new 8 unit apartment building.
of Work
Inspections:
Date Type Inspector
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Datemme: Requested By:
0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
Noe, Brian
Subject: 1750 Robin Ave
Entry Type: Phone call
Contact: Greg
Company: TDI
Start: Wed 10/29/03 9:00 AM
End: Wed 10/29/03 9:05 AM
Duration: 5 minutes
Greg called to say that the tubing will be required to be spaced 24 inches on center and not bundled within the grade
beam. He instructed the contractor to take phots of the tubing prior to pouring concrete.
1
Noe, Brian
Subject: 1750 Robin Ave
Entry Type: Phone call
Contact: Scott Fisher 420 -5743
Start: Wed 10/29/03 7:30 AM
End: Wed 10/29/03 7:35 AM
Duration: 5 minutes
Called and left a message that there is a concern with having the Pex tubing within the grade beams. AIIyn just recieved
the HVAC plans on 10/28/03 and he issued the permit. The work had been done without a permit and I had a number of
discussions with Allyn about HVAC contractors doing work without permits or plans in direct contradiction with the HVAC
po;icy for early starts he created. AIIyn said they were planning on pouring concrete first thing today. I left message that 1
need the structural engineers approval for the pex tubing to be located within the grade beam, and to call me as soon as
possible.
1
Noe, Brian
Subject: 1750 Robin Ave
Entry Type: Phone call
Contact: Scott Fisher 420 -5743
Start: Wed 10/29/03 7:30 AM
End: Wed 10/29/03 7:35 AM
Duration: 5 minutes
Called and left a message that there is a concern with having the Pex tubing within the grade beams. AIIyn just recieved
the HVAC plans on 10/28/03 and he issued the permit. The work had been done without a permit and I had a number of
discussions with Allyn about HVAC contractors doing work without permits or plans in direct contradiction with the HVAC
po;icy for early starts he created. AIIyn said they were planning on pouring concrete first thing today. I left message that I
need the structural engineers approval for the pex tubing to be located within the grade beam, and to call me as soon as
possible.
1
Noe, Brian
Subject: 1750 Robin Ave
Start: Wed 10/29/03 9:00 AM
End: Wed 10/29/03 9:15 AM
Recurrence: (none)
Categories: INSPECTION COMPLETED
HVAC Permit # 105009 Consult
A number of phone calls were made ( see journal entrys for this address) and Greg from TDI (Architecht) required that
PEx tubing located in grade beam be spread apart min 24 inches, and photos taken to confirm correction prior to pouring
of concrete.
1
Noe, Brian
Subject: 1750 Robin Ave
Start: Mon 10/27/03 3:30 PM
End: Mon 10/27/03 4:00 PM
Show Time As: Out of Office
Recurrence: (none)
Categories: INSPECTION COMPLETED
Permit # 105009 RI Not Approved
No permit or plans at time of inspection. Allyn is working with Pat Oneil to issue apermit without State approved plans, per
the HVAC early start process he developed.
1
Noe, Brian
Subject: 1750 Robin Ave
Start: Mon 10/27/03 9:30 AM
End: Mon 10/27/03 9:30 AM
Show Time As: Out of Office
Recurrence: (none)
Categories: INSPECTION COMPLETED
Want to Pour floor Tuesday. 420 -5743
NO HVAC PERMIT ISSUED YET - Not Ready NOT APPROVED.
1
i t
I
11
itt
j7so RO,5„v ofve - - -- 3 - 43/
itt
- e-7 07 3-Acsol4 61a '4w-1 77)/ ASSoc_.
I — RCv/e/v6-0 •Rt517R7)16, r,t7 41 L I 2eirrno‘
! .1
is- ADE -6_4,- w - r_ cjizo€A4 - 1 / 1 2 ?Ro 0, LuL
?/ -0 - ,•4104 ,
V L rh.0 514
mei . -c
410V0 t itO
T '
LoA-u-
L T 5)-J1317141/4 05 - - /a) sTR■eriFerjyei_
RiCo•3+or's LTTLC ) raA24
1 A - A
2 7o /;V
cc,- 41,4D /bay ReS‘ ()CU c7 retxtAit 0/QS
— A - 7e jT ,HtoT)g, 7E) .22Y
7
Le R.Doe-
- To )--11-7
th34., Lc? i,, 4A-.)
•
, coRAIMT
•- C C.SA.0 COKW
."1 irrNt. .feIAC CJA ?c k +177 I AS )
.44 tzwi-rsy— --Ak•Ax00 eekk_ _
, Fele— TRux
#
I !
—
"71N 02_ VOKTr L OKI uou fc
111 6 WIA-vsz...F'cx)■— LeIGV J
111
em" - "FiRo 0 e0
I .
t-; 4
c•A3-S I- tn1/4-■ -- 1 -- co - I t iendir --
i.1
111
111
,i;
3- 22 -04; 9:27 ;T O ASSOC I te5 InC. 2E2 437 0401 # 1/ 14
•
TOI ASSOCIATES, INC.
ARCHITECTS ENGINEERS PLANNERS
Er w.OYEE OWNED
W22350 JOHNSON OM SUITE 84, WALIKESHA, WI 53186 PHONE 262- 437 -0400 FAX 26 2 - 437 - 0401
FAX{ MODEM TRANSMISSION
Date: 3/ Addressee's FaX #: t.o -• saw 3
From: - SA -4 0.014 £ o Addressee's Phone #: 1 -at 2-o-
23t..o -SbS
TO: - • : RAR0 - - i 8`m-wv1 I+IS - c, ■
RE: a 13G.L GEaVI� owar R.peArl LAntE. $ u N I r ptFTS
Total number of pages including.this sheet IL1 Hard copy via U.S. Mail ❑ YES El NO
•
•
The information contained in this fax message is intended only for the personal and confidential use of the
designated recipient named above. This message may be an attorney/ client communication, and as such, is
privileged and confidential. If the reader of this message is not the intended recipient, or an agent responsible for •
delivering it to the intended recipient, you are hereby notified that you have received this document in error, and that
any review, dissemination, distribution or copying of this message is strictly prohibited. If you have received this
communication in error, please notify us immediately by telephone and return the original message to us by mail. If
you have any difficulty receiving this message, please call or FAX the numbers above.
3- 22 -04; 9:27 ;TGI Associates Inc. ;262 43? 0401 # 2/ 14
.
r - 1,- - '4, TM Associates, Inc. Jon: V•oe 5 - u*a ti MD
Architects • Engineers • Planners Project No.: g, - G
Date: 0 - K- c get; of
_ , f
A 1
i ±� ~ AA/ 4,4-o,4 N$ v4/
r — : 66) Cod AmL..%.
l ' °ms
\ �c tArro vbt, a¢.a 5
jj (.tiw oa, 4 tea), use (-/..) � T }-k e , ' c P ' rxO 1 es/V.e-A •=114esi. •
II A AP NAIL 11,1'M ft_ tA) {.Z.) \Lod,
r
SkM GoAtlez THE Sto-ke 511+.'0 CL4co.:4 oTl`4L"1L )
�
s''0 37
4411., i NTa Raw\ 7`o 1ST; (, S Cr0 w/ lt �N0
Tati * ',!,-- L.E.MCATA A 00 ■Da,
;.- ,
t� �, ,
� ` Gauge aae ' r
"di: 1 i t . PREDEPLECTED idaf►tl tl easy TM cu r
TM
H D liOLDON9IIS
ti - 4, ,, ,,., , , T10= CS Installation
as a Floor -to- 0 ?
��LISE Pt - ►G',Z — SVS3 FloorTie ��
%-/ C% ;pS') +e 3 _ �
- - r�� .
V end
lo• ►.1Y1 r 6 4 l, . t' «''4".> for CSandCht$T I
Equal nwtbe of
opeditot nails
w each end y
+g'
Designer reserves ail copyrights to these drawings which are not to be reproduced, changed ,coped or assigned to any
Churl party in any form or manner without fhst obtaining the expressed written permission of WI Associated, *IP
3- 22 -04; 9:27 ;TDI associates Inc. ;262 437 0401 # 3! 14
r '$' TDI Associates, Inc. Job: ROBIN LANE 8 -UNIT APT.
Architects • Engineers • Planners Project No.: 00 - 540
Date: 03 -19 -04 Sheet 1 of lZ
I. LOADS CONTINUED
6. Adjustment Factors for Environmental Loads
5. Wind Analysis
Tabular Results from Wind Speed of 90 MPH and Roof Slope (degrees): 26.57
Exposure Class B (No reduction or magification factor)
Mean Roof Height (ft): 25
• Main Force Resisting System: Low Rise Building Provisions
Horizontal Loads Vertical Loads
End Zone Interior Zone End Zone Interior Zone
Wall I 16.1 I 11.7 Leeward -9.8 -7.8
Roof 7.4 5.2 Windward -15.4 -7.7
Overhang -14.1 -11.4
Height and Exposure Adjustment Cofficient: 1 1.00 I
Horizontal Loads * Coeff. Vertical Loads * Coeff. •
End Zone Interior Zone End Zone Interior Zone
Wail I 16.1 I 11.7 Leeward -9.8 -7.8
Roof 7.4 5.2 Windward -15.4 -7.7
Overhang -14.1 -11.4 -
• Components and Cladding: Low Rise Building Provisions
Wall Roof _
Area Dir. Pres. Uplift Area Dir. Pres. Uplift
10 14.6 -19.5 10 10.0 -28.2
20 13.9 -18.2 20 10.0 -25.6
50 13.0 -16.5 50 10.0 -22.1
100 12.4 -15.1 100 10.0 -19.5
Height and Exposure Adjustment Cofficient: I 1.00 1
Wall * Coeff. Roof * Coeff.
Area Dir. Pres. Uplift Area Dir. Pres. Uplift
10 14.6 -19.5 10 10.0 -28.2
20 13.9 -18.2 20 10.0 -25.6
50 13.0 - 16.5 50 10.0 -22.1
100 12.4 -15.1 100 10.0 -19.5
Designer reserves all copyrights to these calculations which are not to be reproolmed, copied, or assigned to any
third party in any form or manner without first obtaining the expressed written permission of TDI Associated, Inc.
3- 22 -04; 9:27 ;TDI Associates Inc. ;262 437 0401 # 4/ 14
TOI Associates, Inc. Job: ROBIN LANE 8 -UNIT APT.
Architects • Engineers • Planners Project No.: 00 -540
Date: 03 -19-04 Sheet 2 of t2-
II. Main Building Components (Designed for Gravity & Wind) 2..2 (1.)ttp. = 12.u`
A. Second Floor Plan, Force at. Roof Line (Wind load # /LF)
A Mwoks .. as Ear wen t,. : 1.4 *fix (14) + k (4) : ►t.,b S'/I.?
3 a tNT. 1DNE l 5.X14') + 161 L4' ' (1 *A..P
AS= AMOILIWO
r
IN I
10 r ' 3 �4 if
P co e . 11. t ...,,, I L i; i ,. le
I .....gammul , 1 • ' "1 r 7 ' ,..-, , [.:, i
■
E. i i N 4 . I .....1.______,1 A
, „; ,'r---- 411 1r 1 Ts L � r' 11111 �; 1 �� .�. . —�� 1 r 1
4 :. if IIIIMPIIIIM= l '
1 1 1 1 1111 IIIIIii 11111 !' n l!:i_ " 1111111111111 ►r l :
1.ks 1 ' l irl -. * ri p p Ti
11 Il ''n;:3 " !' "I °I! ' I i .
1 Ale
. i ,E,
ii , 11:1:=1:1:1 IIIIIIMIghti - i i
Pit o
It
— mo w. / fit �w 0 fog ' 01
IP • - , s r
IP
P I ' 1 it I
Nag
A i -r , ! 231+2.'1 4• 4-- 3144. Le U' S. 231 r .1 # f
=z 2 $z,1 AWL �.. t 4 . -
...• M
L1 1.y t►/
(LAP, "h-1 110070
Designer reserves all copyrights to these caku/ations which are not to be repo copied or assigned to any
third party in any form or manner without first obtaining the expressed written permission of TDI Associated, Inc
3- 22 -04; 9:27 ;TDI Associates Inc. ;262 437 0401 # 5/ 14
1
` '= ''`' -; ' 7 i 7- 2, TDI Associates, Inc. Job: ROBIN LANE 8 -UNIT APT.
Architects • Engineers • Planners Project No.: 00 -540
Date: 03 -19-04 Sheet 3 of t2.
II. Main Building Components (Designed for Gravity & Wind) e'' W .. It,•t (q} = 144.
B. First Floor Plan, Force at 2nd Floor Line (Wind load # /LF) INT. tae : ill (1) 1os. s
;P 1 ; ;
- A
N am 1n i - „� 5.,,, z -
r - --r -rcr �r - -
il 14 C ::::. ) / .,
Y I '? 11 I:: : . . ,
4 +... s , 4 . i 1 G tr
y 1. I 9 , , ,
: A ,. ________ , I it 5 �� .IS �_•J rt■ �i�� 1
1 1. f 7 1 i' j ty'� , ,:i.1 l„ . ,
r - ( 7 p _
i l' 021 _ -,-
.. , ... . 0 . i , 11 - ' :_ 4.1----`,
� Ili A
11, TIE I . - N ' ' r =
I:. ;iI1ll0h_1H 1_ j d � 1f111'�I001 C � : Iii mam 1 ' - :T I � �f !. ■ r �,r. r .
Fit Ps' ;
i,y �® z
Al A,...„....
! [i O _ - - 1 ,..I..r..,r_ . �6 ti .' ��
1
,,
1 ' il
fl ill r r 1 i
mow b
1
� Z+.1 r- -,
1 p 519 �� /_1544L1 111111i Z -r .1 Pli.' _ =194:
Y a AMC
144A 111 oc.'S*n...if- .�
t,S`ym3/3.,w,abb -'. -- -- - -. _. -- -- ta--- --... ---- - -- iuii+ig r►L►iuL3.►i 144.e1 f
Designer reserves o/ /copyrights to these cokulations which ore not to be reproduced, copied, or assigned to any _
third party in any form or mariner without first obtaining the expressed Britten permission of TDI Associated, Inc.
3 22 -0.4; 9:37 ;TDI ASSOCI Inc. ;262 437 0401 6 6/ 14
r - -v- - - 1 TP1 Associates, Inc. Job: 4 L42E S -u„s„ - AnT.
Architects *Engineers • P) niter Project No. _ c� _s 4 0
Al
Date: o3- t ct - o4 Sheet: ___4___o f 1 7,....
I( `` ee
f A \ A
VII. A , , _
Ink
1 11L L
.... % , C 4z X
IL : ' :6
., t 4
re e ,,,ff NMNIIIIk' r
0.1 ON Ist
4 11. o
j �X Lt.
4
AV
1
\ C) i
i t
to
o UM\p r .
se
9 0 � , \\\
1 J
sr
o
MAY A
Ct
wok
e ll;
a NNW
MIL
zs
... AA. / i z
0 0 A %IV ; \ ix to
; : i 4 / E.). V-1.-'
" ,r �', 7 Ar
Cr
ii 1 u
ci; = C. m g d
W.'. G .v u w
CO t.> - z c
oesigner reserves all copyrights to these drawings which are not to be reproduced, chahged copied or assigned to any
third party in any form or manner without first obtaining the expressed written permission of TO Associated, inc.@
3- 22 -04; 9 :27 ;TDI Associates Inc. ;262 437 0401 It 7/ 14
TtI Associates, Inc. Job: ROBIN LANE 8 -UNIT APT.
Architects • Engineers • Planners Project No.: 00 -540
Dote: 03 -19 -04 Sheet 5 of IT-
Perforated Shear Wall Worksheet- Shear Wall Group®
V
- I 1 1 1 •
j, b 1 j, _ b2 j , 1 b3 j, b = bt + b2 +b3
T ,( 'f 'f 'f bib = b - b°
i%, /
r -'i %i ho = height. maximum, for openings
E /,(\ V = Shear applied to Wall
1 1 1 v = Unit Shear (from Piers • Perforation Factor)
L r 1 i I
w �� I
w y
-. T = Tension Force for Holddown to System Below
Tt v v v v C C = Compression Force to System Below
b jr
Diagram is for illustrative purposes only. See Elevation Sheets for shear wall being examined.
C Table
✓ hp /h
bn, / b 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.6 0.9 1.0
0.0 1.000 1.000 1.000 0.802 0.670 0.602 D.480 0.420 0.358 0.330
0.1 1.000 1.000 1.000 0.814 0.690 0.626 0.510 0.450 0.388 0.360
■ 0.2 1.000 1.000 1.000 0.826 0.710 0.650 0.538 0.472 0.408 0.380
0.3 1.000 1.000 1.000 0.844 0 -740 0.680 0.570 0.510 0.448 0.420
0.4 1.000 1.000 1.000 0.862 0.770 0.714 0.610 0.550 0.482 0.450
0.5 1.000 1.000 1.000 0.880 0.800 0.748 0.650 0.590 0.528 0.500
0.6 1.000 1.000 1.000 0.898 0.830 0.782 0.694 0.646 0.588 0.560
0.7 1.000 1.000 1.000 0.922 0.870 0.830 0.754 0.706 0.654 0.630
0.8 1.000 1.000 1.000 0.946 0.910 0.878 0.818 0.782 0.734 0.710
0.9 1.000 1.000 1.000 0.970 0.950 0.934 0.902 0.878 0.846 0.830
1.0 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Wall Input Values Force Input Value
Height of Wall h (ft) 8 Shear Force applied to W all V (Ibs) ' 2362.7; .
Maximum Opening Height h (R) 7
Width of Wall (total) b (ft) • 73.67
Sum of Wall Opening Width b, (0) - 32 ,; Unit Shear Calculation
Remaining Pier Length ' Co bit, • C (ft) 24.26
Unit Shear, V / Pier length v (Iblft) 97.39
Calculate Perforation Reduction
Max Opening Hgt / Wail Hgt h / h 0.88
Shear Wall Remaining (piers) ha, (0) 41.67 Hold -down Force Required
Pier length / wall length be / b 0.566 Length between Hold-downs L (ft) 73.42
Perforation factor C, (ft) 0.582 Tension Force T (ibs) 779.09
'Perforation Factor is from Double lntertoplatton of C, Table flSE At 4 tac4f
/
I d _l Y4'' L-4,044, -- /2 ('t ?S&iN sic *Q Q `dam h0. WA't.L f tiN ►t yG t To
K
stows I o.c. kt-ogc tr ocAs 4 Fitt scows. \1 t bo w/Lv > ct-1,3 t
uet..y:r- t000rJ To 1 : c.su o wj t: W L Pfl4 1. tt A Lt`st °t Nkttb
mil) 2 'K.oa,R, aanx47 4 t L r t-t..,0 .. sn.ty. Ti tto'Sa +l+ y 1-11.0\ ex.
Desgner reserves all copyrights to these cakuktions which are not to be reproduced; copied, or assigned to any
third party in any form or manner without first obtaining the expressed written permission of 77)% Associated, Inc
3 22 -04; 9:27 ;TDI Associates Inc. ;262 437 0401 # 3% 14
1
TAI Associates, In c. Job: ROBIN LANE 8 -UNIT APT.
A Architects • Engineers • Planners Project No.: 00 -540
AEA
!?ate: 03 -19 -04 Sheet 6 of t2-
Perforated Shear Wall Worksheet- Shear Wall Grou • 0
V
\ 1 1 1 t I 1
4, b1 j _ b2 '� �, b3 b, =b1 +b2 +b3
-\ bf =b-b0
X ho = height, maximum, for openings
a
V = Shear applied to Waft
o i i v = Unit Shear (from Piers • Perforation Factor)
I 1 1 i
\ 1t -" ' ' '
_ _ T = Tension Force for Holddown to System Below
V V V V �C C = Compression Force to System Below
Tt
b
" Diagram is for illustrative purposes only. See Elevation Sheets for shear waft being examined.
C, Table
n
bo, / 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
0.0 1.000 1.000 1.000 0.802 0.670 0.602 0.480 0.420 0.358 0.330
0.1 1.000 1.000 1.000 0.814 0.690 0.826 0.510 0.450 0.388 0.360
0.2 1.000 1.000 1.000 0.826 0.710 0.650 0.538 0.472 0.408 0.380 '
0.3 1.000 1.000 1.000 0.844 0.740 0.680 0.570 0.540 0.448 0.420
0.4 1.000 1.000 1.000 0.862 0.770 0.714 0.610 0.550 0.482 0.450
0.5 1.000 1.000 1.000 0.880 0.800 0.748 0.650 0.590 0.528 0.500
0.6 1.000 1.000 1.000 0.898 0.830 0.782 0.694 0.646 0.588 0.560
0.7 1.000 1.000 1.000 0.922 0.870 0.830 0.754 0.706 0.654 0.830
0.8 1.000 1.000 1.000 0.948 0.910 0.878 0.818 0.782 0.734 0.710
0.9 1.000 1.000 1.000 0.970 0.950 0.934 0.902 0.878 0.846 0.830
1.0 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Wall Input Values Force Input Value ,
Height of Wall h (ft) 8 Shear Force applied to Wall V {Ibs) 2534.4
Maximum Opening Height h, (ft) 5
Width of Wall (total) b (ft) 52.57
Sum of Wall Opening Width b, (f) 8 Unit Shear Calculation
Remaining Pier Length • Co bm' C (ft) 39.90
Unit Shear. V / Pier length v (Iblft) 71.03
Calculate Perforation Reduction
Max Opening Hgt / Wall Hgt h / ho 0.63
Shear Wall Remaining (piers) bn, (ft) 44.67 Hold-down Force Required
Pier length / waN length b / b 0.848 Length between Hold -downs L (ft) 52.42
Perforation factor Co (ft) 0.893 Tension Force T (Iba) 588.24
'Perforation Factor is from Double Intertoptation of C, Table
t1SE *Ca e*IS
- H 62 a klA g7ot�P �-P WMA - f Lige. oc.N,..t p M A'
i Tu'kev Iv - t Y4 t.euCq
�2
Stiuns 1" D•G. A1/41.ot4y evee 4 Ptz1. I s7ues, NtA,t,L a tc,o#r,r > 11.03 *
As e- obv4n1 To 14r ace. IL_ : C•St t-x• CSAME C+ke FOX S.ul . Cr)) o.1c.
. loi (sT.a. I.) + . -1 (1 ii, , et) = qs2- s G l u so * 000 Vilt'a- -not`tM,.. tA1h1O
Designer reserves all copyrights to these calcuktions which are not to be reproduced, copied, or assigned to any
third party in any form or moaner without first obtaining the expressed written permission of TO. Associated, Inc
3- 22 -04; 9:27 ;T01 Associates Inc. ;262 437 0401 # 9/ 14
i
TDI Associates, Inc. Job: ROBIN LANE 8 -UNIT APT.
'I 1 Architects • Engineers • Planners Project No.: 00 -540
Am
Date: 03 -19 -04 Sheet 7 of Ii_ _
Perforated Shear Wall Worksheet- Shear Wall Group 3Q
V
\ 1 1 1 1 1 1
� 1 L b 7 y b2 L b3 1L b = b1 + b2 +b3
'f - bit, = b • b-
L . " ho = height, maximum, for openings
0
E v. Shear applied to Wad
o A ' 1 1 1 v = Unit Shear (from Piers • Perforation Factor)
i 1 1
1 r 1 r
\ .11.-.4/
v � C T = Tension Force for Holddown to System Below
1 v v v ~ C = Compression Force to System Below
T
b 4.
" Diagram is for illustrative purposes only. See Elevation Sheets for shear wad being examined.
C Table
ho/h
bn, /b 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
0.0 1.000 1.000 1.000 0.802 0.670 0.602 0.480 0.420 0.358 0.330
0.1 1.000 1.000 1.000 0.814 0.690 0.626 0.510 0.450 0.388 0.360
1 0.2 1.000 1.000 1.000 0.826 0.710 0.850 0.538 0.472 0.408 0.380
0.3 1.000 1.000 1.000 0.844 0.740 0.680 0.570 0.510 0.448 0.420
0.4 1.000 1.000 1.000 0.862 0.770 0.714 0.610 0.550 0.482 0.450
0.5 1.000 1.000 1.000 0.880 0.800 0.748 0.650 0.590 0.528 0.500
0.6 1.000 1.000 1.000 0.898 0.830 0.782 0.694 0.646 0.588 0.560
0.7 1.000 1.000 1.000 0.922 0.870 0.830 0.754 0.706 0.654 0.630
0.8 1.000 1.000 1.000 0.946 0.910 0.878 0.818 0.782 0.734 0.710
0.9 1.000 1.000 1.000 0.970 0.950 0.934 0.902 0.878 0.846 0.830
1.0 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Wall Input Values Force Input Value
Height of Wad h (ft) 8.167 Shear Force applied to Wall V (tbs) 5194.7
Maximum Opening Height ho (ft) 6.67
Width of Wall (total) b (ft) 74.33
Sum of Wall Opening Width b, (8) 32 Unit Shear Calculation
Remaining Pier Length • Co bib ' C (ft) 29.97
Unit Shear. VI Pier length v (1b/ft) 173.33
Calculate Perforation Reduction
Max Opening Hgt / Wall Hgt h / h 0.82
Shear Wad Remaining (piers) bo, (ft) 42.33 Hold-down Force Required
Pier length / wall length be / b 0.569 Length between Hold -downs 1(ft) 74.08
Perforation factor Co (ft) 0.708 Tension Force T (ibs) 1415.60
'Perforation Factor is from Double tntertoplation of C Table
7Q> (?J ?Pooslt.Ip SsuE?tA wort_L 1 c e - O 04 -4..3t1-4 o.f 1?lfl,1 . r k -c j
r
LAI/ *t s c.s.£ws >'< t Yji'1 t,.otly f 4 o.c.. evcZ/ Fiety !p = I > 1'1'3.3 3 0,,,r-.
4 � - 1x.10 - Qota (� t ? Nv^Z -S ps 3 w/ `fi cb a thei (0 4 1 €04 - e19 - 1}Vwr - frel 1 K 8
/ C AO. E AI•e9> 4 /. S Y4 x 3 41""410/r44, • - rM.,1„ b .t a� ' 3t.e � ) 141 s,t •
Designer reserves ol/ copyrights to these calcuhtions which are not to be reproduced copied, or assigned to any
o \()A. third party in any form or manner without first obtaining the expressed written permission of 70I Associated, Inc
\II)
j 3- 22 -04; 9:27 ;TDI Associates Inc. ; 262 437 0401 9 10, 14
S
i
TDI Associates, Inc. Job: ROBIN LANE 8 -UNIT APT.
Architects •Engineers •Planners Project No.: 00 -540
a.
Date: 03 -19-04 Sheet 8 of 12.-
Perforated Shear Wall Worksheet- Shear Wall Group
v
1 1 1 r 1 1
bl 4 b2 L b3 ` b + +b3
_.2,.. '� 'r 'r bih = b - b0
s x �� ho = h:=:ro_n98 V = Sh
o r 1 ' ' v = Uri Shear (from Piers • Perforation Factor)
.c 1 ■ I
- _ r ,
-_ T = Tension Force for Holddown to System Below
Tt --21.... -21.... +_ , v y v -. � v 1C C = Compression Force to System Below
b 19
•' Diagram is for illustrative purposes only. See Elevation Sheets for shear wall being examined.
C Table
h /
be, /b 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
0.0 1.000 1.000 1.000 0.802 0.670 0.602 0.480 0.420 0.358 0.330
0.1 1.000 1.000 1.000 0.814 0.690 0.626 0.510 0.450 0.388 0.360
1 0.2 1.000 1.000 1.000 0.826 0.710 0.650 0.536 0.472 0.408 0.380
0.3 1.000 1.000 1.000 0.844 0.740 0.680 0.570 0.510 0.448 0.420
0.4 1.000 1.000 1.000 0.862 0.770 0.714 0.610 0.550 0.482 0.450
0.5 1.000 1.000 1.000 0.880 0.800 0.748 0.650 0.590 0.528 0.500
0.6 1.000 1.000 1.000 0.898 0.830 0.782 0.694 0.646 0.588 0.560
0.7 1.000 1.000 1.000 0.922 0.870 0.830 0.754 0.706 0.654 0.630
0.8 1.000 1.000 1.000 0.948 0.910 0.878 0.818 0.782 0.734 0.710
0.9 1.000 1.000 1.000 0.970 0.950 0.934 0.902 0.878 0.846 0.830
1.0 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Waft Input Values Force Input Value
Height of Wail h (11) 8.167 Shear Force applied to Wail V (is) 5272.6
Maximum Opening Height h, (ft) 8,67
Width of Wall (total) b (ft) 6
Sum of Wall Opening Width b• ( 15 ; Unit Shear Calculation
Remaining Pier Length ' Co bm' C, (ft) 36.31
Unit Shear, V / Pier length v (Ibllt) 145.19
Calculate Perforation Reduction
Max Opening Hgt / Wall Hgt h / h 0.82
Shear Wall Remaining (piers) b,,, (8) 48.64 Hold -down Force Required
Pier length / wall length bo, / b 0.764 Length between Hold -downs L (ft) 63.39
Perforation factor C (it) 0.747 Tension Force T (ibs) 1185.77
'Perforation Factor is from Double (ntelloptation of C. Tats
- y &yfs4Ark 'P O takLl- n B,,E c..vice o 1 -toruz _war4 to itopci.l.,., MTkcl
w/ - Or le SL`�YSS a \ Y4.,es
'" 1t3CR , 4" G.G. wftei ve A9 J'kt�, c 15'a > 14 5,1"k � - �'
- i404 . p . » 1 - - PHI - S9 S 3 Thu_ % • 31e \n ? 11$53.'1'1
TVizsettkt_ w0.10 . .'lo't L 11165.10 4. . Lt4 ts.,L,) r. 1 bscm `P 4 3c, to o
V1 Designer reserves all copyrights to these coku,ations which are not to be reproduced, copied, or assigned to any
third party in any form or manner without first obtaining the expressed written permission of TDI Associated, Inc
3 22 -04; 9:27 ;TDI Associates Inc. ;262 437 0401 # 11• 14
r TDI Associates, Inc. ,Job: Robot LnHtw 9 -umrs ter.
Architects•Engineers•Manners Project No.: 00 - S4Ca
Date: CS- V1 -0 4 Sheet: °t
of t2
f
• SNP wPri L- 1' 'A- TE'1Ar1T Pc 4JArt -
V = 31.4°I.L, 1 E'rtctilNl •F -1 "
V 314_ht•
-u- • L z 13...to = 42. * omvk CO Save. is Acaraf20
-USE S (^VVP. 9,9 iREZIAmttN7 t"-oft. t 1./?.' *(p bul¢eW$
t Y4'' %Aw `t' o.c.,
e y 1.1D40j ?MVP —9 Vta"„ = 115 * ? 42. -t.s •
getv- nv„sN5 . .j.. 4z..~t5 ( S.tt,'1) , 34ot,1 •
(-"AL" of t1 eMn 1.614474'04 4 c.ti Lod d wnt.b IATZ$ 'L PLoc,re.
star► 4 1• 4r .W. Thu. = w o > 11 tb
. • SK Wku_.. 2.49 T "NA, r PeMtslnt6 WAi..1..-
V . 4,44s. 1 * 4.Erma of W rst.1.., 9 (, Z. -L*1 l
4"4 45 .1
- ttSE .% 4., 110-9• CReb'nl uNas..w ew, mac,. s 1 VA
tr -r O.C.. = I IS > •10.92 .
Via n - * ' T 10.‘2, (sat.") = S 2 < t taro vac. c...SU...
• 51-tz yt. LA ir' . : 1 ..1- CAPalk t4M r DENlStN4s, 1l�lct.1..
v 7 S 4111", '1* ' - 1
S*t22 .'1
13.t,.9" = X0.3°1 4 /
-14 ` te a ` % G,4s', ao . CALebkho F A A 1 V " , .lxtAbu c.)d.GO *4 Sw..bwS
x 1Ye t-° e - V"fv-, j + 115 > '80 -2 0i 0 1 to C.
O AK
=
t
4- 1w..+o - 1vowll T' �o .3°1 L � MA i las�.s�► SOS 3 � pNv 2. - = 3C.. t0 4
_ 1
Designer reserves ail copyrights to the drawing., which are not to be reproduced, changed,copied or assigned to any
third party in any form or manner without first obtaining the expressed written permission of ra Associated, Inc..
3- 22 -04; 9:27 ;TDI Associates Inc. ;282 437 0401 # 12! 14
11)1 Associates, Inc. Job: Rc>4lo.1 1 ► tE s -ulstr fir.
Architects • Engineers • Planners Project No.: oD - 5 4 0
Date: 03- iR - 04 Sheet: to of tI—
• sock& lrvtriu. ® t 9.004. Ter►Ar1r 0e- tAts.ats wAU.
rier c$&1 &. s=t 1st
4 '
Le,s[=31•1 .r tr cu.. = 54=- /0 - 21. CsinitS)
V/ �'� Z3 •'l
1 = L = ?, 4 . t� = 240,0e, - 4s 7m ►AA`, Ro1?1 s►t ',
use s /e ,a AM9 RSVP ( ► 410 UKbA,ocx.ieV, *Ls seiLz1,44 , 0/4
LDISfq a 4 o.c, e•if ief'Pwt.+2 , 4oT 4 S‘QES . - 'r C2.V = 2 ) 2.40
tit T' = 2.4o.o8 (8..' - muo * G 3G..to YNp1, -sos3
V
C•M -u-&L/ E GpAgezmetks F. Goi ft1. Lotto ?Pen -%
r•ptrurlc,
Sif --4 a 2C x 2 ' : 53.34 sIf. 4 Use 5'13 SIF. trl (.40)4f. U./t9.
use 22.1 0, LtPorr.
• l% = 22.1 M (S = 58.1.4 sb i
4 ,u.1•44►rfA . Roo? Pt... --mot .Co (1 %? S3•M/Z') : 2.12. .0
1-leu0 Do•lrl 1`o c.E = '.o4 ' — - 1,rl .04
•t Atat. avt -out • u?ti %P - > 3t`1. oq -}k Luse Hl t,it ne
s1uVO d Po tefix ,- Pk PerE Leah is nl
4 r •o4
*/g.•'. tJl�Nt is �twp�. coa sat►e.a err C.s,.ue >
Si 1.04/2,-1S 2 63 . 52 - 4 /e.F Sr 3.0w, 8 1(.0 ►�W� -T, t.�,33.
83.'x'2 ( t.%t*a) = 111.0e> Petic. s'r'eAv &. (t.)ili.cs = 22.2.tu
tNieltc -`l 0114(.
X35 1 At 'FD R.c.E = 225 & Lr -tip.) ? 22 2.1 c .. 4 %sv.
t ' ? . M . Art A3S' eve* -% bneele. ‘itx0 1st i •egTDM f
L •• -f LetcaAaR. LAMA,. L mrefaelk 1. m ' fai4e
Designer reserves all copyrights to thane dravine s which ere not to be reproduced, changed,eopied or assigned to any
third party in any form or manner without first obtaining the expressed written permission of TDl Associated, 1+c.0
•
3 22 -04; 9:27 ;TDI Associates Inc. ;202 437 0401 # 13/ 14
r TDI Associates, Inc. Job: eta L. tE 6 -uatT ATT.
Architects • Engineers • Planners Project No.: bo - s 4 v
Date: 0 3- t q- a4 Sheet: 1 t of 1 L
UPorr - 6041-11.1. Lorca PAr IA Gov rntiueD
Gou wtrer SELL. Pt-Pc Tb VAIA TbLST / FLOOr2 TRusS S`tSTk M
K -4 1-.7c to 2 it , = 1 Pl
- 1 •4 z --4 C2- %Loa IA Artit_5 PEio. 114, o.c..
A se'mt e, St vAr> (h Loh-0 $e ►tto. )
WtiL� wacAvkl" DF fi-or'v . s-WrerA t utore of vr~ tge Gmetsra -t..
pova rl RcDof Va.p. m ■r1Cq
FA, ' . Le ttiS = tS Vt /stub > 111..o4) c.'c
:. Art prcarA Z'4" t�i.�R W M v V TD iacsA S -kSS w/
(.2) tilt APru-S QL'lz-. Ca1tl ' ` - 1 te0 Upi,1rr . 4 }k-x-v
'Frew r1 .
astt 60141S+ lot\ Tbf (.c LL Pos W caG. Pcsseektt- 4
To 1..0v4=t (� �Co, uCP►.t� So..c tt,ora t Oslt:t-‘414-C'1 Sac- t
(- 1.1') t t- u. 4'
11 _t9.1 * /sf S • Z3$s
iber4Pn.A.. 'Focht 0
av� 1Lo N14AL.. I8+ = Lo4 .'14-
1108
C� 4.'t = 3 .la q --� t3 L4) tt.ork NMLS Toe ry l . '
) ' -A t- **441, p'tt,5o ri-c4A
t ttsTU Fes, t vrA. t AAI..e
4 00M" onj C.SILP w/ W eNv SPAS (4 (0 toatAirtit..-s )
trrrti 1 (.s X-C, r• Vx.c. M CAN
ANsMtz- •■e'h to ' .cp -Ft- 8+at,.e•.N --- Il o A /up 1TA �o�z
A 3 —4 Ft S ?F 388 l! S j-ie a 6'. r'+3 r
Designer reserves AN copyrights to these drawings which are not to be reproduced, changed,copied or assigneq Do any
third party in any form or manner without first obtaining the expressed written permission of In Associated. !nog
3- 22 -04; 9 :27 ;TDI Ass Inc. ;262 437 0401 tt 14! 14
TDI Aosociates, Inc. Job: iota 144{e 8 - uu t:c Arf r.
Architects • Engineers • Planners Project No.: O 0 - S4
Date: 0 3 - \1-04 Sheet: 12 of 12-
Ca t"K nuasS£S_, QeS%S■T U.PtArT u
Stag ustru. V\ WS FA. "-P ra sruv t eNMet fionl r
'�1K -mil 1a usE (2) X48
At or A14.004L.-19 tAii,Arr
tr2. sops 11 SO > k I use. Per'
- S1-ft-gE is A 4sii. 11cA.ras 15 gcAle.„4.3a1 c...o cPF
re-o A ?ANt1.,. 7°0 0 Cep ' l7Nric* . #1► - ht ucos ~Lir. /
'_tu.ote 1s uNPc.frctt..febs a fp'. Lopsift T'. Getit c
41 30 ex ert Twr-eS ent t b s IVES.
( 4 �•\ of AV-e -r S
ttZa /►
- soups
tlo& a oo t'yt 2..?" a n t Qu! Y
2. x147 -9 a. : 0 , z.S > 2,21 0, tc.
t ovAtA04. Use- 7 -'2`fs 'Few, }wort. .I
luck, ofru_s 2x -4 I2' x 1.15 s.aD"19
413°
76 w -F J Z (1.5-)(,smCZ') : f > N+irP h'9. McMept.S.
1T
CAA - MYa —� Z i 3 t2�Ct�s>(�•s >t�5> = %O45 Avitr't M 4130 t'
413.0 - 1e4s = seas /Z = 1 42 Yt. - star .
tc4Z,S
i s 7 (1 t� \tJe al tL°r tt.� P-t�exl- c P. , ° T'�'� t 3
MThtiA c. 4tt'z.E err 2 A-ao aia,e e.r4 WDI?-1 9tPc3
01` 11¢E,150S . NAAti- ts-tr4 E ti / LAN U2 an4 tJ -b C-psnD rgtrs�
Designer reserves aii copyrights to these drawings which are not to be reproduced, changed copied or assigned to any
third party in any form or manner without first obtaining the expressed written permission of 7D/ Associated, tne.g0
coPY
Daily Field Report
Client: Zangle Enterprises Project: 1750 Robin Lane
W232N5943 Waukesha Avenue Oshkosh, Wisconsin
Sussex, WI 53089
Date: August 28, 2003 Project No.:
Field Representative: Jeff Fischer
Footing Subgrade Testing
At the time of the site visit, observations indicated the building footings had been excavated to
plan footing grade. The exposed footing subgrade soils were visually classified as red silty
clay with varying amounts of gravel. The one exception being at sample location #3, which
appeared to be a red silty clay fill with varying amounts of gravel and black silt.
Five (5) locations were tested at the planned footing grade with a static cone penetrometer to
verify the in -place soil strength of the exposed footing subgrade soils. In most areas, results
of the strength tests indicated correlated penetration resistances of 2.0 tsf, which typically
results in a net allowable soil bearing capacity that meets or exceeds the project soil bearing
specification of 2,000 psf. However, fill was observed at the footing elevation in test location
3.
It must be noted that exploratory borings were not performed, no testing or determination of
soil types or strengths were documented or implied for supporting soils at any depth below
footing grade. Only the soils at planned footing depth were tested.
At the time of this site visit, observations indicated the footing excavations to be free of water,
loose soil, and frost. The contractor was notified of the test results and was reminded that the
exposed footing subgrade soils must be protected from water, frost and construction activity.
If the footing subgrade soils become softened, frozen, or disturbed, they must be removed or
re- compacted prior to foundation construction.
Enclosures: Report of Footing Subgrade Testing
Test Location Diagram
CC: Brian Noe
City of Oshkosh Inspection Services Division
P.O. Box 1130
Oshkosh, WI 54903 -1130
S midwest engineering services, inc.
Report of Footing Subgrade Testing
Client: Zangle Enterprises Project: 1750 Robin Lane
W232N5943 Waukesha Avenue Oshkosh, Wisconsin
Sussex, WI 53089
Date: August 28, 2003
Field Rep.: Jeff Fischer Testing Freq.: (X) Spot Check ( ) Full -time
Field Observations:
Weather: Sunny / 75°
Gen. Contractor: Exc. Contractor:
Footing Location: See diagram
Soils report available: ( ) Yes (X) No
Footing excavated to plan subgrade: (X) Yes ( ) No
Footing trench free of loose soil, water, frost: (X) Yes ( ) No
Reinforcing steel placed per drawing: ( ) Yes ( ) No (X) Not observed
Concrete placed: ( ) Yes ( ) No (X) Not observed
Field Test Data:
Test Test Soil Description Soil Strength Remarks Location
No. Elev.* tsf bpf
1 0 Red silty clay, trace gravel 2.0 A South footing line, see diagram
2 0 Red silty clay, trace gravel 2.0 A East footing line, see diagram
3 0 Red silty clay, trace gravel, fill 2.0 A East footing line, see diagram
4 0 Red silty day, trace gravel 2.0 A North footing line, see diagram
5 0 Red silty day, trace gravel 2.0 A West footing line, see diagram
Specified Soil Strength: 2000 psf, (qu > tsf N >_bpf) per contractor Remarks: (A) Complies (B) Non - Compliance (U) Undercut
'Depth below planned footing subgrade in feet.
Remarks /Non- Conformance /Corrective Actions:
No testing or determination of soil types or strengths were documented or implied for supporting soils at any depth
I I
below footing grade. Only the footings at planned subgrade elevation were tested.
Contractor notified of test results (X) Yes ( ) No
Footing subgrade testing complies with project specification: ( ) Yes ( ) No
Contractor reminded that if exposed subgrade soils become wet, soften or frozen, they must be removed prior to
foundation construction. (X)
giEl midwest engineering services, inc.
W
z t...
i fFd C/) t.4
o E"
C4 w
m0 up a
. d
oa W ow
z a .Y. d cn
U O
N
I
L 0 o A �
�❑ w ❑ L_ O
I
>
1—
O
i " 0 . 0 - • H 2
_ w Z N m 3
.= 0 .
D ® II f
z t
c o
— — O w
O
Q
_ • (....)
Z
-� tW Cl. 0 N Cn CO a O � N N
In N Z
W O _ W � til-
Z Y0�1St
0
W Q w R.
i \ o 0
W
E
.< 41)
w
•
Page 1 of 1
Noe, Brian
From: KELLYBEAGLE @aol.com
Sent: Monday, August 04, 2003 12:15 PM
To: bnoe @ci.oshkosh.wi.us
Subject: Questions about Apartment building going in at 1540 Robin Avenue from adj.
Hi, my name is Lynette Radtke and I live at 1817 Oshkosh Avenue. I have noticed that there is an apartment building going up
adjacent to my property and I have a few questions I hope you might be able to answer.
First, do neighboring properties get a notification when apartments are going up next to their property?
Second, I looked at the plans and I have to admit I'm not real good at reading them. Is there going to be any fence, trees,
bushes in between that property and mine. I couldn't really tell from the print. Also, do they have to put in certain things between
business properties and residential? Do they also have to maintain these?
Third, from what the prints looked like there will be some kind of parking lot area right next to my property. I have the feeling that
when winter comes and they plow they will plow evertying to that end and let it sit there. I can see my land being flooded when
this melts. Is there any thing I can do to stop that from happening?
Fourth, do I have any recourse if these people use my property as a thru way to get to the street, either by walking or driving over
it "Because it's quicker". I hope you understand what I mean.
I am very concerned because this is a residential property in a nice quiet cul -du -sac.
Thank you for your time. I can be reached be e-mail or by phone during the day 236 -7201 ext. 105.
8/4/03
INSPECTION SERVICES DIVISION CITY OF OSHKOSH
DEPARTMENT OF COMMUNITY DEVELOPMENT 215 CHURCH AVE
OSHKOSH Room 205 PO Box 1130
ON THE WATER CORRECTION NOTICE OSHKOSH WI 54903 -1130
Issue Date 4/7/03 Compliance Date 5/31/03 IMMEDIATELY Compliance No
Address 1730 ROBIN AVE Inspected By Allyn Dannhoff 236 -5045
Name Address City State Zip Code
Sent to 1 Owner ZANGL & SHIELDS LLC W162 N9651MAYFLOWER DR GERMANTOWN WI 53022 -0000
LJ Contractor _ 0 -0000
u Other _ 0 -0000
u Inspector
U Required for Occupancy Occupancy Residential Notice 0 First • Final 0 Other
Violations must be corrected and approved within 30 days unless otherwise noted. Call for reinspections prior to concealment
and /or occupancy. Upon completing the corrections, the owner /contractor /agent must sign and date at the bottom of this notice
and return it to the Inspection Services Division by the Compliance Date of 5/31/03
Introduction Fill had been brought onto this site some time ago in preparation for development of a multi - family building /complex. To date
this development has not progressed. Therefore, the fill shall either be removed or shall be graded to be level and restoredto
a grassy /vegetative state.
Item # 1 Code 17 - 36(B) Compliance No Compliance Date 05/31/2003
Description The fill shall be graded or removed. The site shall be reseeded with lawn grasses to restore the site to a vegetative state.
Summary Please advise me of your schedule to complete this if you are not able to accomplish this by May 31, 2003.
DEFICIENCIES MUST BE CORRECTED AND APPROVED BEFORE CONCEALMENT. CALL (920) 236 -5050 FOR INSPECTIO .
Signature 4 Date y 7/2,3
1 hereby certify the violations listed on this report have been corrected in compliance with the applicable codes.
Print Name Company
Signature Date
Page 1 of 1
May 28, 2003
Dear Mr. Dannhoft,
This letter is in response to our earlier phone conversation.
We are hoping to start the Robin Ave project as soon as possible,
projected start date at this point is 6 -8 weeks. Unfortunately the
state permits have expired, and the architect is working on
renewing those permits. Once we have the state approval once
again, and can satisfy the remaining requirements of the city of
Oshkosh we can start digging! At least we finally have the
easement, which had held up the entire project for almost 2 years!
Thank you for your patience, we will keep you informed. Any
questions please call me at 262 -502 -0202.
T a s a: ain,
Pam Zangl
Electric Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 106051 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor D R E ELECTRIC
Category 631 - Residential -New Multi - Family Wiring
Service 10 New 0 Change 0 Temp 0 N/A Type 0 Overhead 0 Underground 0 N/A J
Volts 240 / 120 Circuits 112 Fixtures 90
Amps 600 Switches 154 Receptacles 245
Fee $262.00 ❑ Value $25,500.00
Appliances ange (8), Fan or Blower (16), Dishwasher (8), Furnace (1), Garbage Disposal (8), A/C (8), Dryer (8),
ater Heater (8)
Use /Nature Unit / Wiring of 8 family apartment building & 9 -car garage.
of Work
Inspections:
Date 02/13/2004 Type Service Inspector Jon Fischer approved
REQUEST LINE /MULTI FAMILY SERVICE INSPECTION
2/13/04 cated in
2/23/04 mailed in
Datemme requested: 02/12/2004 08:11 AM Notice Type: Phone Number: 262 -424 -5485
Access:
Ready Date/Time: 02/12/2004 08:11 AM Requested by: D R E ELECTRIC DAVE ERICKSON
0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
Date 03/11/2004 Type Rough to Inspector Jon Fischer approved
Request Line -would like to be there in case anything needs to be corrected.
Date/Time requested: 03/10/2004 08:40 AM Notice Type: Phone Number: 262 -424 -5485
Access:
Ready Date/Time: 03/11/2004 12:00 PM Requested by: D R E ELECTRIC -Dave
0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
Electric Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 106051 Create Date 07/30/2003
Owner tangle & Shields LLC Contractor D R E ELECTRIC
Category 631 - Residential -New Multi- Family Wiring
Service 0 New 0 Change 0 Temp 0 N/A Type 0 Overhead • Underground 0 N/A
Volts 240 / 120 Circuits 112 Fixtures 90
Amps 600 Switches 154 Receptacles 245
Fee $262.00 ❑ Value $25,500.00
Appliances ange (8), Fan or Blower (16), Dishwasher (8), Furnace (1), Garbage Disposal (8), NC (8), Dryer (8),
ater Heater (8)
Use /Nature ,. Unit / Wiring of 8 family apartment building & 9-car garage.
of Work
Inspections:
Date 04/26/2004 Type Inspector Jon Fischer no time
Request Line - trench (rec'd 4/23/04 6:30 a.m.)
Datefine requested: 04/23/2004 07:00 AM Notice Type: Phone Number:
Access:
Ready Date/Time: 04/23/2004 07:00 AM Requested by: D R E ELECTRIC -Dave
0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
Date Type Final Inspector Kevin Benner
REQUEST LINE / SCHEDULE FOR FRIDAY OR MONDAY
Date/Time requested: 06/10/2004 08:58 AM Notice Type: Phone Number: DAVE 262-424-5485
Access:
DAVE WANTS TO BE PRESENT, CALL TO SCHEDULE -LEAVE MESSAGE IF NO ANSWER
Ready Date/Time: 06/11/2004 : Requested by: D R E ELECTRIC
0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
Electric Permit Work Card
Job Address 1750 ROBIN AVE Permit Number 106051 Create Date 07/30/2003
Owner Zangle & Shields LLC Contractor D R E ELECTRIC
Category 631 - Residential -New Multi- Family Wiring
Service 0 New O Change() Temp G N/A 1 Type O Overhead • Underground O N/A
Volts 240 / 120 Circuits 112 Fixtures 90
Amps 600 Switches 154 Receptacles 245
Fee $262.00 Value $25,500.00
Appliances 'ange (8), Fan or Blower (16), Dishwasher (8), Fumace (1), Garbage Disposal (8), A/C (8), Dryer (8),
ater Heater (8)
------ - - - - -- - -- - - --
Use /Nature Unit / Wiring of 8 family apartment building & 9 -car garage.
of Work
Inspections:
Date 06/15/2004 Type Reinspect Inspector Kevin Benner approved w /cond.
Request Line
The interior is approved.
Exterior recptades need in -use covers and I question the circuit disconnects for the garage stalls.
Date/Time requested: 06/15/2004 07:00 AM Notice Type: Phone Number: 262 -424 -5485
Access:
Will be there today from 9 on.
Ready Date/Time: 06/15/2004 07:00 AM Requested by: D R E ELECTRIC -Dave
O Reinspect Fee O Fee Wavied Li Reinspect Fee Paid
Date 06/28/2004 Type Re Final Inspector Kevin Benner approved
Request from the building inspector
Date/Time requested: 06/27/2004 00:00 Notice Type: Phone Number:
Access:
Ready Date/Time: 06/27/2004 00:00 Requested by:
0 Reinspect Fee 0 Fee Wavied Ej Reinspect Fee Paid