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HomeMy WebLinkAbout2006-Certificate of Occupancy CITY MALL Inspection Services Div 2 Church Avenue City of Oshkosh PO Box 1 ',0 n Oshkosh WI 54903 -1130 O0H<OJH ON THE WATER Approved: 12/18/2006 Issued: 12/19/2006 Daun Bock LLC 1104 Grove St Oshkosh WI 54901 CERTIFICATE OF OCCUPANCY An Occupancy Permit is hereby issued for the Taco John's Restaurant located at 105 N Sawyer St, Oshkosh WI as described in Building Permit #120485. This building is to be used as a Restaurant and is located in the C -1 Neighborhood Business District. LIMITATIONS: Maximum number of persons: 50 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 / /i l e �►/ DIR.CTOR • F INSPEC !'ri N SERVICES cc: R J Albright Inc Taco John's Building Permit Work Card Job Address 105 N SAWYER ST Permit Number 0120485 Create Date 6/14/2006 Owner DAUN BOCK LLC Contractor R J ALBRIGHT INC. Category 203 - New Amusement, Social, Recreation Type • Building 0 Sign 0 Canopy 0 Fence 0 Raze J Plan T8 -57 -0606 Zoning C1CUp Class of Contt: VBibc Size 34x50 irreg Value $225,000.00 Unfinished /Basement Sq. Finished/Living 1692 Sq. Ft. Garage Sq. Ft. Ft. Rooms Bedrooms Baths n Projection Stories 1 Height 20 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 No Height Permit Not Required Park Dedication Not Required # Dwelling Units 0 # Structures 1 Use /Nature New Restaurant - Work above the foundation.* Note: Items 3 -7 of the Zoning Review must be submitted and of Work approved prior to Rough Inspections. HVAC Contr Plumbing Contr Electric Contr Inspections: Date 11/6/2006 Type Final Inspector Allyn Dannhoff approved Final OK -AD - Need compliance Date/Time requested: Notice Type: Phone Number: Access: Ready Date/Time: • Requested By: 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Page 2 of 2 Building Permit Work Card Job Address 105 N' SAWYER ST Permit Number 0120485 Create Date 6/14/2006 Owner DAUN BOCK L4-C Contractor R J ALBRIGHT INC. Category 203 - New Amusement, Social, Recreation Type • Building 0 Sign ❑ Canopy ❑ Fence ❑ Raze Plan T8 -57 -0606 Zoning Cl CUP Class of Const: VBibc Size 34x50 irreg Value $225,000.00 Unfinished /Basement Sq. Finished /Living 1692 Sq. Ft. Garage Sq. Ft. Ft. Rooms Bedrooms Baths Li Projection Stories 1 Height 20 Ft. Canopies Signs Foundation • Poured Concrete ❑ Floating Slab ❑ Pier 0 Other ❑ Concrete Block ❑ Post ❑ Treated Wood Occupany Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units 0 # Structures 1 Use /Nature New Restaurant - Work above the foundation.* Note: Items 3 -7 of the Zoning Review must be submitted and] of Work . pproved prior to Rough Inspections. HVAC Contr Plumbing Contr Electric Contr Inspections: Date 8/29/2006 Type Rough In Inspector Allyn Dannhoff not approved Request line /requesting a rough -in and insulation inspection 8/29/2006 - See FCN - check detail for Mech Screen attachment to roof. Date/Time requested: 8/28/2006 12:06 PM Notice Type: Phone Number none given Access: Ready Date/Time: 8/28/2006 12:06 PM Requested By: R J ALBRIGHT INC. - Debbie ❑ Reinspect Fee ❑ Fee Waived Reinspect Fee Paid Date 10/10/2006 : AM Type Final Inspector Allyn Dannhoff not approved !Request line - See FCN Date/Time requested: 10/5/2006 02:13 PM Notice Type: Phone Number: 231 -8635 _ Access: Ready Date/Time: 10/5/2006 02:13 PM Requested By: R J ALBRIGHT INC. - Debbie ❑ Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Page 1 of 2 Electric Permit Work Card Job Address 105 N SAWYER ST Permit Number 121225 Create Date 8/21/2006 Owner DAUN BOCK LLC Contractor SOLAR ELECTRIC SERVICES INC Category 642 - Commercial -New Building Wiring Service • New 0 Change 0 Temp 0 N/A Type 0 Overhead • Underground 0 N/A Volts 120/208 Circuits Luminaires Amps 400 Switches Receptacles Fee $297.00 ❑ Value $28,000.00 Appliances Use /Nature COMM New Taco John's premise wiring and UG service. of Work Inspections: Date 11/07/2006 Type Re Final Inspector Kevin Benner _ approved w /cond. The wrong shrub was removed to correct the work space violation. Dave from Solar called at 4:31 PM 11/7/6 to state that the correct shrub is now removed. TEMPORARY APPROVAL UNTIL THE SIGNAGE ISSUES ARE CORRECTED Note: Allan Meyer from UL called and stated that the interior signage is now correct. 11/15/06 7:27 AM. Alan also stated that he has had contact with Posterloid for the exterior but an application has not been made to inspect. 12/18/6 Alan Meyers of UL called and stated that all signage is now OK Date/Time requested: 11/07/2006 12:22 PM Notice Type: _ Phone Number: Access: Ready Date/Time: 11/07/2006 12:22 PM Requested by: SOLAR ELECTRIC SERVICES INC Curtis 0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid Electric Permit Work Card Job Address 105 N SAWYER ST Permit Number 121225 Create Date 8/21/2006 Owner DAUN BOCK L.0 Contractor SOLAR ELECTRIC SERVICES INC Category 642 - Commercial -New Building Wf:ing Service New 0 Change Q Temp 0 N/A Type Q Overhead • Underground Q N/A Volts 120/208 Circuits Luminaires Amps 400 Switches Receptacles Fee $297.00 ❑ Value $28,000.00 Appliances Use/Nature COMM\ New Taco John's premise wiring and UG service. of Work Inspections: Date 10/19/2006 Type Re Final Inspector Kevin Benner approved w/cond. Walk -in cooler is not installed & the listing of the drive thru & interior signage is not correct. Date/Time requested: 10/19/2006 08:12 AM Notice Type: Phone Number: 203 -4800 Dave Access: Meet Dave on site Ready Date/Time: 10/19/2006 01:45 PM Requested by: SOLAR ELECTRIC SERVICES INC Dave Q Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid Date 11/07/2006 Type Re Final Inspector Kevin Benner _ not approved Cooler wiring only: Work Space for the condensing unit, seal raceways and penetrations, cord & plug connect the freezer drain heater cord. Called Curtis from Solar Electric Datemme requested: 11/07/2006 07:26 AM Notice Type: Phone Number: Access: Ready Date/Time: 11/07/2006 07:26 AM Requested by: SOLAR ELECTRIC SERVICES INC Greg 0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid Electric Permit Work Card Job Address 105 N SAWYER ST Permit Number 121225 Create Date 8/21/2006 Owner DAUN BOCK LLC Contractor SOLAR ELECTRIC SERVICES INC Category 642 - Commercial -New Building Wiring Service New 0 Change° Temp 0 N/A Type 0 Overhead • Underground 0 N/A Volts 120/208 Circuits Luminaires Amps 400 Switches Receptacles Fee $297.00 ❑ Value $28,000.00 Appliances Use /Nature COMM\ New Taco John's premise wiring and UG service. of Work Inspections: Date 10/12/2006 Type Final _ Inspector Kevin Benner not approved Request line \ Listing of interior signage, Cord above a ceiling for signage, Show window receptacles are required, Kitchen counter receptacles to be GFCI protected, Upper sign for the Drive -Thru Menu sign requires a disconnect and proper LT installation,Roof Top inspection was never conducted, Outdoor walk -in cooler is not installed yet. Date/Time requested: 10/11/2006 11:08 AM Notice Type: Phone Number: 203 -4800 Access: Ready Date/Time: 10/11/2006 11:08 AM Requested by: SOLAR ELECTRIC SERVICES INC - Curti: 0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid Date 10/13/2006 Type Final Inspector Kevin Benner Violation in addition to what is noted above: In -Use cover for the roof top receptacle. Reviewed with Dave from Solar Electric. Date/Time requested: 10/13/2006 07:10 AM Notice Type: Phone Number: 203 -4800 Dave Access: Call Dave to schedule a time to meet on site. (Key is under a 2X10 next to the west door) Ready Date/Time: 10/13/2006 07:10 AM Requested by: SOLAR ELECTRIC SERVICES INC Curtis 0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid Electric Permit Work Card .lob Address 105 N SAWYER ST Permit Number 121225 Create Date 8/21 /2006 Owner DAUN BOCK LI_C Contractor SOLAR ELECTRIC SERVICES INC Category 642 - Commercial -New Building Wrring Service • New 0 Change 0 Temp 0 N/A Type 0 Overhead • Underground Q N/A Volts 120/208 Circuits Luminaires Amps 400 Switches - Receptacles Fee $297.00 ❑ Value $28,000.00 Appliances Use /Nature COMM\ New Taco John's premise wiring and UG service. of Work Inspections: Date 09/19/2006 Type Underground Inspector Kevin Benner approved w /cond. Request Tine /doing trenching today and wants to know if you need to inspect. Raceways were not installed. Reviewed the installation with Curtis and Jason. Date /me requested: 09/19/2006 07:52 AM Notice Type: Phone Number: 410 -5173 Access: Ready Date /me: 09/19/2006 07:52 AM - Requested by: SOLAR ELECTRIC SERVICES INC 0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid Date 10/03/2006 Type Abv Ceiling Inspector Kevin Benner approved w /cond. Missing 5 hanging luminaires to be located when the booths are installed. Open wiring for the missing luminaires and work space issues for contactors loacted above the service equipment. Also noted the menu signs do not have third party listing. Date/Time requested: 10/02/2006 03:10 PM Notice Type: Phone Number: 420 -2408 Cell Access: Ready Date/Time: 10/03/2006 03:10 PM Requested by: SOLAR ELECTRIC SERVICES INC Greg 0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid Electric Permit Work Card Job Address 105 N SAWYER ST Permit Number 121225 Create Date 8/21/2006 Owner DAUN BOCK LLC Contractor SOLAR ELECTRIC SERVICES INC Category 642 - Commercial -New Building Wing Service • New Q Change Q Temp 0 N/A Type Q Overhead • Underground 0 N/A Volts 120/208 Circuits Luminaires _ Amps 400 Switches Receptacles Fee $297.00 (3 Value $28,000.00 Appliances Use /Nature COMM\ New Taco John's premise wiring and UG service. of Work Inspections: Date 08/21/2006 Type Rough In Inspector Adam Krause approved DateTme requested: 08/21/2006 10:40 AM Notice Type: Phone Number: Access: Ready Date/Time: 08/18/2006 01:43 PM Requested by: SOLAR ELECTRIC SERVICES INC 0 Reinspect Fee 0 Fee Wavied [] Reinspect Fee Paid Date 08/31/2006 Type Service Inspector Kevin Benner approved Faxed to WPS 9/1/6 Date/Time requested: 08/31/2006 09:30 AM Notice Type: Phone Number: 410 -5173 Curtis Access: Ready Date/Time: 08/31/2006 10:00 AM Requested by: SOLAR ELECTRIC SERVICES INC 0 Reinspect Fee 0 Fee Wavied 0 Reinspect Fee Paid Northbrook Division UL Underwriters 333 Pfingsten Road ® Laboratories Inc.® Northbrook, ►L 60062-2096 USA www.ul.com tel: 1 847 272 8800 12/18/2006 Kevin Benner elec. insp. 215 Church Ave PO Box 1130 Oshkosh, WI 54903 -1130 Subject: Field Inspection #0610745 performed at Taco Johns in Oshkosh, WI on drive -thru menuboard. Dear Kevin Benner: Please be advised that on 12/18/2006 a UL Field Representative visited the above location for the purpose of making a field inspection on the subject product(s), manufactured by Posterloid Corp., Long Island City, NY. The outcome of the inspection was as follows: The product(s) examined complied with UL requirements and UL Marks were applied to the product(s). If you have any questions or comments, please contact the undersigned. Sincerely, Allen T. Myers UL Field Services Phone: (920) 420 -4383 Email: AIIen.T.Myers @us.ul.com An independent organization working for a safer world with integrity, precision and knowledge. Northbrook Division Underwriters 333 Pfingsten Road UL Laboratories Inc.® Northbrook, IL 60062 -2096 USA www.ul.com tel: 1 847 272 8800 11/15/2006 Mr. Kevin Benner Electrical Inspector 215 Church Ave PO Box 1130 Oshkosh, WI 54903 -1130 Subject: Field Inspection #0610699 performed at Taco John's in Oshkosh, WI on Tight box. Dear Mr. Kevin Benner: Please be advised that on 11/15/2006 a UL Field Representative visited the above location for the purpose of making a field inspection on the subject product(s), manufactured by Clearr Corp., Golden Valley, MN. The outcome of the inspection was as follows: The product(s) examined complied with UL requirements and UL Marks were applied to the product(s). If you have any questions or comments, please contact the undersigned. Sincerely, Allen T. Myers UL Field Services Phone: (920) 420 -4383 Email: AIIen.T.Myers @us.ul.com An independent organization working for a safer world with integrity, precision and knowledge. AmIt- Electric Permit Work Card Job Address 105 N SAWYER ST Permit Number 122136 Create Date 10/5/2006 Owner DAUN BOCK LLC Contractor *NORTHERN TELEPHONE & DATA NTD Category 643 - Commercial- Addition /Remodels Service 10 New 0 Change 0 Temp • N/A Type 0 Overhead Q Underground • N/A Volts Circuits Luminaires Amps Switches Receptacles Fee $162.00 ❑ Value $7,000.00 Appliances Use /Nature COMM (TACO JOHN'S) / INSTALL SECURITY SYSTEM AND 8 CAMERA CCTV SYSTEM of Work Inspections: Date 11/07/2006 Type Final Inspector Kevin Benner Date/Time requested: 11/07/2006 07:08 AM Notice Type: Phone Number: Access: Ready Date/Time: 11/07/2006 07:08 AM Requested by: 0 Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid HVAC Permit Work Card Job Address 105 N SAWYER ST Permit Number 121127 Create Date 08/07/2006 Owner DAUN BOCK LLC Contractor MERWIN OIL CO LLC Category 512 - Ind. & Comm -Both Plan Fuel ! ✓f Gas U Oil III Electric u Solar Li Solid Value $29,430.00 System Q New ❑ Replace n Other Forced Air ❑ Radiant u Steam A/C 1 Vent L Electric u Hot Water ❑ Suppl. ❑ Con. Bumer Chimney Type 0 Chimney A 0 Chimney B • Direct Vent 0 Not Applicable Heat Loss • As Approved 0 Existing 0 Not Applicable Value BTU Rate • As Per Plan 0 Variable 0 Other 1 Value Use /Nature Comm / EARLY START - Install 2 - RTU's, Make -up air, Kitchen hood, and bathroom exhaust. of Work Inspections: Date 10/10/2006 Type Final Inspector Allyn Dannhoff not approved .See FCN Date/Time requested: Notice Type: Phone Number: Access: Ready Date/Time: Requested By: 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Date 11/6/2006 Type Final Inspector Allyn Dannhoff approved Final OK - AD - Need compliance 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 105 N SAWYER ST Permit Number 120365 Create Date 06/19/2006 Owner DAUN BOCK LLC Contractor D.R. HANSEN PLBG. Category 440 - Industrial- Interior Plan G2- 198 - 0606 -P Value $21,000.00 Bathtub Shower Water Softner Wait. St. Shamp Sink Coffee Maker 2 Whirlpool Floor Drain 2 Local Waste Ice Chest Flr/Wst Sink 7 Int Grease Trap Lavatory 2 Lndry Tray Clothes Wshr Exam Sink Catch Basin 4 Ext Grease Trap 1 Toilet 2 Disposal Bidet Sculry Sink 1 Wash Ftn RPZ Valve Res. Sink Dishwasher Beer Tap Hand Sink 2 Urinal 1 Eye Wash Statn Bar Sink Sump Pump Lab Sink Plaster Sink Standp Rec Wtr Sewer Mtrs Water Heater 1 Classrm Sink Sterilizer Surgeons Sink Ice Maker 1 Deduct Meters Site Drain Breakrm Sink Dip Well F Prep Sink 2 Gar Drain Wtr Usage Mtrs Roof Drain Ejector /Grind Drink Ftn Sery Sink 1 Soda Disp 1 Misc. 4 2 -HOSE BIBB, 2- KETTLE FILLER Fixtures Use /Nature NEW RESTAURANT "TACO JOHNS" INTERIOR & EXTERIOR PLUMBING. of Work Size Material Type # Conn.Type Sanitary Sewer 4" Plastic Lateral 1 New Storm Sewer 8" Plastic Lateral 2 New Water Service 1 -1/4" Plastic Lateral 1 New Date 10/26/2006 Type Final Inspector Paul Wolf approved Rethermalizer has interal backflow device meeting ASSE 1001. Date/Time requested: 10/27/200(10:46 AM Notice Type: Telephone Number: Access: Ready Date/Time: 10/27/200( 10:46 AM Requested By: D.R. HANSEN PLBG. 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Plumbing Permit Work Card Job Address 105 N SAWYER ST Permit Number 120365 Create Date 06/19/2006 Owner DAUN BOCK LLC Contractor D.R. HANSEN PLBG. Category 440 - Industrial- Interior Plan G2- 198 - 0606 -P Value $21,000.00 Bathtub Shower Water Softner Wait. St. Shamp Sink Coffee Maker 2 Whirlpool Floor Drain 2 Local Waste Ice Chest Flr/Wst Sink 7 Int Grease Trap Lavatory 2 Lndry Tray Clothes Wshr Exam Sink Catch Basin 4 Ext Grease Trap 1 Toilet 2 Disposal Bidet Sculry Sink 1 Wash Ftn RPZ Valve Res. Sink Dishwasher Beer Tap Hand Sink 2 Urinal 1 Eye Wash Statn Bar Sink Sump Pump Lab Sink Plaster Sink Standp Rec Wtr Sewer Mtrs Water Heater 1 Classrm Sink Sterilizer Surgeons Sink Ice Maker 1 Deduct Meters Site Drain Breakrm Sink Dip Well F Prep Sink 2 Gar Drain Wtr Usage Mtrs Roof Drain Ejector /Grind Drink Ftn Sery Sink 1 Soda Disp 1 Misc. 4 2 -HOSE BIBB, 2- KETTLE FILLER Fixtures Use /Nature NEW RESTAURANT 'TACO JOHNS" INTERIOR & EXTERIOR PLUMBING. of Work Size Material Type # Conn.Type Sanitary Sewer 4" Plastic Lateral 1 New Storm Sewer 8" Plastic Lateral 2 New Water Service 1 -1/4" Plastic Lateral 1 New Date 10/19/2006 Type Consultation Inspector Paul Wolf not approved Well rethermalizer water inlet is submerged. Per COMM 82.41 it is considered a high degree of hazard. Spoke to Mark Hansen, he will correct. Date/Time requested: 10/20/200E07:11 AM Notice Type: Telephone Number: Access: Ready Date/Time: 10/20/200E 07:11 AM Requested By: D.R. HANSEN PLBG. 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Plumbing Permit Work Card Job Address 105 N SAWYER ST Permit Number 120365 Create Date 06/19/2006 Owner DAUN BOCK LLC Contractor D.R. HANSEN PLBG. Category 440 - Industrial- Interior Plan G2- 198 - 0606 -P Value $21,000.00 Bathtub Shower Water Softner Wait. St. Shamp Sink Coffee Maker 2 Whirlpool Floor Drain 2 Local Waste Ice Chest Flr/Wst Sink 7 Int Grease Trap Lavatory 2 Lndry Tray Clothes Wshr Exam Sink Catch Basin 4 Ext Grease Trap 1 Toilet 2 Disposal Bidet Sculry Sink 1 Wash Ftn RPZ Valve Res. Sink Dishwasher Beer Tap Hand Sink 2 Urinal 1 Eye Wash Statn Bar Sink Sump Pump Lab Sink Plaster Sink Standp Rec Wtr Sewer Mtrs Water Heater 1 Classrm Sink Sterilizer Surgeons Sink Ice Maker 1 Deduct Meters Site Drain Breakrm Sink Dip Well F Prep Sink 2 Gar Drain Wtr Usage Mtrs Roof Drain Ejector /Grind Drink Ftn Sery Sink 1 Soda Disp 1 Misc. 4 2 -HOSE BIBB, 2- KETTLE FILLER Fixtures Use /Nature NEW RESTAURANT "TACO JOHNS" INTERIOR & EXTERIOR PLUMBING. of Work Size Material Type # Conn.Type Sanitary Sewer 4" Plastic Lateral 1 New Storm Sewer 8" Plastic Lateral 2 New Water Service 1 -1/4" Plastic Lateral 1 New Date 10/12/2006 Type Final Inspector Paul Wolf _ approved w /cond. Need to see installation manual for Delfield Well Rethermalizer TB100A45 in kitchen area. Steve from DR Hansen will contact manager of store to locate manual. Date/Time requested: 10/12/200(08:20 AM Notice Type: Telephone Number: Access: Ready Date/Time: 10/12/200( 08:20 AM Requested By: D.R. HANSEN PLBG. 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Plumbing Permit Work Card Job Address 105 N SAWYER ST Permit Number 120365 Create Date 06/19/2006 Owner DAUN BOCK LLC Contractor D.R. HANSEN PLBG. Category 440 - Industrial- Interior Plan G2- 198 - 0606 -P Value $21,000.00 Bathtub Shower Water Softner Wait. St. Shamp Sink Coffee Maker 2 Whirlpool Floor Drain 2 Local Waste Ice Chest Flr/Wst Sink 7 Int Grease Trap Lavatory 2 Lndry Tray Clothes Wshr Exam Sink Catch Basin 4 Ext Grease Trap 1 Toilet 2 Disposal Bidet Sculry Sink 1 Wash Ftn RPZ Valve Res. Sink Dishwasher Beer Tap Hand Sink 2 Urinal 1 Eye Wash Statn Bar Sink Sump Pump _ Lab Sink Plaster Sink Standp Rec Wtr Sewer Mtrs Water Heater 1 Classrm Sink Sterilizer Surgeons Sink Ice Maker 1 Deduct Meters Site Drain Breakrm Sink Dip Well F Prep Sink 2 Gar Drain Wtr Usage Mtrs Roof Drain Ejector /Grind Drink Ftn Sery Sink 1 Soda Disp 1 Misc. 4 2 -HOSE BIBB, 2- KETTLE FILLER Fixtures Use /Nature NEW RESTAURANT "TACO JOHNS" INTERIOR & EXTERIOR PLUMBING. of Work Size Material Type # Conn.Type Sanitary Sewer 4" Plastic Lateral 1 New Storm Sewer 8" Plastic Lateral 2 New Water Service 1 -1/4" Plastic Lateral 1 New Date 8/10/2006 Type Rough In Inspector Paul Wolf approved Date/Time requested: 8/10/2006 07:44 AM Notice Type: Telephone Number: Access: Ready Date/Time: 8/10/2006 07:44 AM Requested By: D.R. HANSEN PLBG. 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid ti Plumbing Permit Work Card Job Address 105 N SAWYER ST Permit Number 120365 Create Date 06/19/2006 Owner DAUN BOCK LLC Contractor D.R. HANSEN PLBG. Category 440 - Industrial- Interior Plan G2- 198 - 0606 -P Value $21,000.00 Bathtub Shower Water Softner Wait. St. Shamp Sink Coffee Maker 2 Whirlpool Floor Drain 2 Local Waste Ice Chest Flr/Wst Sink 7 Int Grease Trap Lavatory 2 Lndry Tray Clothes Wshr Exam Sink Catch Basin 4 Ext Grease Trap 1 Toilet 2 Disposal Bidet Sculry Sink 1 Wash Ftn RPZ Valve Res. Sink Dishwasher Beer Tap Hand Sink 2 Urinal 1 Eye Wash Statn Bar Sink Sump Pump _ - Lab Sink Plaster Sink Standp Rec Wtr Sewer Mtrs Water Heater 1 Classrm Sink Sterilizer Surgeons Sink Ice Maker 1 Deduct Meters Site Drain Breakrm Sink Dip Well F Prep Sink 2 Gar Drain Wtr Usage Mtrs Roof Drain Ejector /Grind __ Drink Ftn Sery Sink 1 Soda Disp 1 Misc. 4 2 -HOSE BIBB, 2- KETTLE FILLER Fixtures Use /Nature NEW RESTAURANT "TACO JOHNS" INTERIOR & EXTERIOR PLUMBING. of Work Size Material Type # Conn.Type Sanitary Sewer 4" Plastic Lateral 1 New Storm Sewer 8" Plastic Lateral 2 New Water Service 1 -1/4" Plastic Lateral 1 New Date 6/30/2006 Type Underground Inspector Paul Wolf approved Date/Time requested: 6/30/2006 12:34 PM Notice Type: Telephone Number: Access: I ^ Ready Date/Time: 6/30/2006 12:34 PM _ Requested By: D.R. HANSEN PLBG. 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid (1) INSPECTION SERVICES DIVISION ROOM 205 CITY OF OSHKOSH DEPARTMENT OF COMMUNITY DEVELOPMENT 215 CHURCH AVE OSHKOSH CORRECTION NOTICE PO Box 1130 OSHKOSH WI 54903 -1130 ON THE WATER Issue Date 9/11/2006 Compliance Date 10/11/2006 IMMEDIATELY Compliance No Address 105 N SAWYER ST Name Address City State Zip Code Sent to Owner DAUN BOCK LLC 1104 GROVE ST OSHKOSH WI 54901 -0000 Introduction HI Required for Occupancy Occupancy Commercial Information showing that the Cooler /Freezer and the rooftop mechanical screening have been designed to meet the State Building Code have not been submitted or have not been submitted satisfactorily. This infomation must be provided prior to issuanceof the cooler /freezer permit and prior to installation of the ceilings. Item # 1 Code Comm 61 Compliance No Compliance Date 10/11/2006 IMMEDIATELY Description Plans and calculations detailing how the cooler /freezer are to be constructed and installed shall be submitted by the Supervising Professional. Said plans and calculations shall be signed and sealed by the Supervising Professional. 09/11/2006 Last Updated 11676 Page 1 of 2 0 INSPECTION SERVICES DIVISION ROOM 205 CITY OF OSHKOSH DEPARTMENT OF COMMUNITY DEVELOPMENT 215 CHURCH AVE OSHKOSH CORRECTION NOTICE PO Box 1130 OSHKOSH WI 54903 -1130 ON THE WATER Issue Date 9/11/2006 Compliance Date 10/11/2006 IMMEDIATELY Compliance No Address 105 N SAWYER ST Name Address City State Zip Code Sent to U Owner DAUN BOCK LLC 1104 GROVE ST OSHKOSH WI 54901 -0000 Introduction HI Required for Occupancy Occupancy Commercial Information showing that the Cooler /Freezer and the rooftop mechanical screening have been designed to meet the State Building Code have not been submitted or have not been submitted satisfactorily. This infomation must be provided prior to issuanceof the cooler /freezer permit and prior to installation of the ceilings. Item # 2 Code COMM 61 Compliance No Compliance Date 10/11/2006 IMMEDIATELY Description Plans and calculations detailing how the roof top mechanical screen is to be constructed and installed shall be submitted by the Supervising Professional. Said information shall include information showing the roof system is capable of supporting the additional loading (drift/wind) as 09/11/2006 well as any alterations required to support said loading. Said plans and calculations shall be signed and sealed by the Supervising Professional. Last Updated Summary This information shall be signed and sealed by the Supervising Professional. 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 10/11/2006 Office hours for obtaining permits are Monday through Friday 7:30 -8:30 a.m. and 12:30 -1:30 p.m. or by appointment. To schedule inspections please call the Inspection Request line at 236 -5128 noting the address, permit number (when applicable), and the nature of needs to be inspected. Signature / 111110■ Date 0/11.9 �o Inspected by: Allyn Dannhoff 236 -5045 adannhoff @ci.oshkosh.wi.us I hereby certify the violations listed on this report have been corrected in compliance with the applicable codes. Print Name Company Signature Date Also Sent to: a Bldg R J ALBRIGHT INC. 5711 GREEN VALLEY RD OSHKOSH WI 54904 -0 J Elec - �J HVAC - J Plbg - , _1 Designer FISHER & ASSOCIATES 642 THELOSEN DR KIMBERLY WI 54136 -0 Li Other - U Inspector 11676 Page 2 of 2 9/05/2006 09:49 FAX F I S H E R& ASSOC 001!021 642 Thefosen Drive Kimberly, WI 54136 Phone: 920- 687 -9035 Fisher & Associates, LLC Fax 920- 788 -2965 Fax To: ALLYN DANNHOFF From: Richard Fisher Fax: (820) 236 - 5084 Date: September 5, 2006 Phone: Pages: 21 Re: Taco John's CC: Steve Schmidt ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle •Comments: fax from Noffke Lumber Two Trusses require repairs 09/05/2006 0 9 : 4 9 FAX F I S H E R& A S S 0 C Q1002/021 AUG - 31 - 2006 THU 08:48 AM 10FIE 1 FAX No. 9202353061 P. 001 . Noffke Lumber, Inc. ... AC A YARD OF GOOD LUMBER 1001 BOWEN sTASET • OSHKOSH. WtscON ®W 64601 • PHONE 620- 255.90s0 • FAX 920.23e -3001 Dear Richard Fischer • Y have reviewed the Taco Johns trusses With the new snow loads that you provided Trusses fgt- 05,£gt- 06,f -05,f 03,f -04 all were loaded with a live load of 86 #. This • load is sufficient to cover all drifting. Truss f -01 to the east side of the building run with out any change, as do fgt- 04a,fgt -04 and fgt -03. The only trusses that require repairs are fgt-03a and 2 f-01. The 2 f -01 are directly to the west of the last fgt -03 X have added a label on the Layout on these two as f -O la. Both of the modifications are minor and' will be addressed with a plywood gusset over the joint. • l have sent these 2 trusses in for an engineered repair. We should get these repairs in about 2 days. • . Don No$ke • • 08/14/06 //134 34 ` /o.G • • • • • • • • • • • • • 09/05/2006 09:49 FAX F I S H E R& A S S 0 C a 003 /021 AUG - 31 -2006 THU 08:48 AM NfF1E al FAX No. 9202353061 P. 002 • r '' • y RJAL; • .a a • • 6 06.0183 F -01A FLAT 1 1 Jah p.hrenc• o- a cl ■ • Wow, Ott ••t, lies u .Y $... 1e "n IV; .. 1: %fir': • :e 0-e -10 13-3 -8 1e -10.9 26 - 9 -a -10 e-6 -14 e.6 -14 6-8 -10 Saab = 1:43.0 Li4 arx - c 5 Y� C "7 pe r C,ulr∎ x10 All.. 29 Q' a�r3 Mnzo- 0x3 Mlt:9 a Lira enuzo a 0x5 MII20= 4x10 MII29 - 12 2 , 15 a 4 14 3 15 - `� 1111 �-. NI y V �� /� 11. Ihrol CI 11 10 0 e 7 316 MI 1I 410 3A1120= 8119 MI120. 4010 M1120= Ras MI120 11 ' , 6-6 -10 I 13.3 -8 18.10 -8 26-7-0 6-8 -10 6-8 -14 6-9.14 0-5 -10 late Off.. • f.:71''a..e c- II 4 .•• : -_ 1 • TOLL LOADINO 1P[4 a IIPAC7NC 1.443 C Dltf1- in (r.,,, vdeal L/d PIATE9 0.1411 Mateo locomen 1,18 tb 9,74 Vert Sno4 w= 0.0 L ambar Inures■ 1.15 6C 0_74 Ve 01) -0,9G 0 .991 360 .o.e6 8 14112c 7a 147/144 (Root ctx. 17.e •�trta .� 1eo GCLL 0,0 Rep 9 reea Inc, NO W9 0,83 Horz(yu 0.06 7 n/a (IA tiCDL 10,0 Code W16ClIaC 0 0 00/AN5 (MoltP4 Weight 99 Ib LLIMDCR ERAGNI TOP GHORb Z X 4 svF 165oF 1SE TeP amp Sheathed or 2,8.3 oc puAlns, except end verticals. DOT CHORD 2 X 4 sPF 1850E 1,56 OOT 01-10110 RIgIU oshlnp dlrec.tiy applied or 8.8.4 oc bracing. W263 -< X 4 6PF Ne.2 • naeept' W 2 2 X • SPF Stud, W2 2X 4 SPF Stud, W2 2 X 4 SP6 Stilt] REACTION" (ledEnt) 111 1?3#0 be, T= 1100/0 - sal Mwk UpQR11= 227(1aad os 3), TR- 2270.10 own S) • poIC6s g _ Nuxim 0nmP•®sabn /A1.+dmum Tewkn TOP CHORD 1.11•.100e24S. 1.12• - 3614/709, 2- 12 2 -1 --4002/ 910, 3-15- 4902!819, 8.4..4672/819, 4.14.`4002/814, 4.14-4002M ra, S-15= 5.K14a70iB, 3-15'3514 /709, 3.7 !Star CHORD 10 -11= 471237, 6 - 10. - 0(03/S814, 3 e..86SUAB14, 7-546.77/737 Vv Va.-782m 0, 4. .4ee/1 s❑, 640..702/210, 1 -14r-684/3389, 2 -9=- 217/1124, 5-0=- 217/112A, e.154.634/S86p . NOTee 1) Wind: ASCE7 - 02; gOtnpM I=2filt 7 1...e4.2ret; OCOL=5.0135f, C.tetteei 11; laeP C; eeele•.d; C. nb41 er hit and right eMesed; end ventral leg and rlpht eoroeed; LumbarbCLat.e3 den JAp DoL■1,aa, 2) TOLL; ASCG 7.98: P.a2,8 pat ( rod snaw): P42e per (roar nnow); Btp Q PuLy tarp,( Ce11,1; 1■ 04.0.0 3) Roof deatOn snow load heat been reduced to account for tLocia 4 Pr . .d.qu•t. dr.rea to preven water Donning. 5) Thte truss hes -boon daalaned fora 10.0 par bottom chord live Io.d n won curmht with aby °Mai live lopds, 0) Prw;de mechanical eonMdron (by aewe) or truce to Dealing lathes tenable of with eterdlhg 227 lb uplift et Joint 11 and 277 Ib upllfk fit joint 7. 7) In the LOAD CASE(S) section, !coda epplle4 ea the face of Ow trv.. ■r. natal an front (F) or back (0). LOAP 9-pea(a) aanderd 1) 0nvrr, Lumber yrr...• -1.15, PLI. Ihcmnne - 1.15 'telecom Load/. (loll) Ve l; 7.11. -13, 1.12.-7O, 13-14 =72 615 = -70 Tropeto'.Qal Loods (Nf) Vert 12•446(F+►25).to.1 a =70, 14- 70-tn_16= 66(7= -29) • • 09/05/2006 09:49 FAX F I S H E R& A S S 0 C V1004/021 AUG -31 -2006 THU 08:48 AM ' NO UT FAX No. 9202353061 P. 003 Job Mk= I Alo type qy Pry Rd A-MRI 4T l'A Ja}1I 06-01 S3 R411A RAT 1 m y v. n . .. a r_ g 06 5006 P90e Lord Mown (pt) 6AA ,6000.•10 • AO ,0 ?1 • AAA -210a ?5AAA X99 .0.11.P.090 ,t%) • 1 111 J IAAD Clr9E No 1: (1) ditto) WAD cABE Hex : (x) IOC 9C UN • 11 0. 11-11 _ OAISS3s! 7 ,J .AB .� .�..� 1320 Law CM No p) C-0 W1W 09/05/2006 0 9 : 4 9 FAX F I S H E R& A S S 0 C IJ005/021 AUG - 2006 THU 08 :4B AM RIFE 011 FAX No. 9202353061 P. 004 71so r""! -Truss Rop 11 Y PlY R.) ALSRIKHT TACO JOHNS 08.0183 FGT-03 FLAT 3 1 �rclleSh 1M Job Jul B 2ggs M rice (eptlon N lumber; Q I a,2og . 1a MIT* nawMVe. Inc. Fn Aoo 11 1%00;62 2000 pale 1 6.8-10 ( 1344 I 19.10.6 I 26.7-0 I 04-10 64-14 ' 64-14 64-10 / Scale =1;48. /2../ r...4.1 w .J /emu 0(4 f 4 Ord! MI120= 945 Mg20 c OCT MII20= 214 M 1201I • 586 M1120= VA Mp20= 1 12 2 19 3 4 14 b 15 e i v 1 7.1111111111111■— '. I. F.aullita -w 11 10 e 8 T 986 WOO 11 4x10 MO20= 0r48 MN20= 4x10 611120= 58 MIRO II • • • I 6.8.10 I 13. I 19.10 -8 _ 1 26.746 ( • 64-10 6.6.14 ' 64.14 6.8 -10 prawn/isms (XYi la•'04.e,o4.44 r10.0-344-2.211 1 ' 0 '' ° .SPACNG 1.4.0 C51 Den M (be) Wen Ud PLATES GRIP 1e i anwnrro.D j.. Pkas a 1,16 To a.a6 Va 42,3 t1LL) 4 3 >s;� Seri M0 1371114 20 1�144 v iew = 10.0 Lumber Inman 1.18 BC D.01 Vst(t1 .0.38 Ilia Mee 180 Rep ewe brcr P40 We 0.74 Mx") 0.77 7 MG Ne 0101.1 10.0 Cade WISCMICDGrAN519s ��( i` Meetdrq W * 114 LUM8'6 BMCINO TOP OHORO 2X 8 RPF 2100F 1,8E ToP CHORD dboaUwd or 4A4 bb pwles, ew»pt end vq, . ' SOT CHORD 2 X 4 SP3188OP 1.6C BOTT CHORD Meld ending dhaeay Applied er 8.4 es brsein8, WEBS 2 X 4 SPF No.2'Dcepts We2X /1F1.ei,W62X40P61880E1$ W22 X 4 6P6 SW W2 REAC'IWNI (Netaar7 11.140054.8, • Ma Up151114+.3345aed case 8), 7w340od cgitla in FORo63 '116) - Mmirnam Car pressiaNMmcimum Tenclen 'MP chIORD 1.11.4836/340,1 2A2041ao/716, 2.16..4011/a8o, 3.12•4071/683, a- dwml/ag. 4.1 .4Q71IP9Q, 6 -14 =-40711 . 11:1561.5100f775, 0168.3100775, 5 T =132:384D , 807 OHQRD 1o11mili/6l3, 0010e- 78efa1Id, g.w.736/91ea, 7.e 41/92I W69$ 2-W-844/222, 4.a= seerf44, 0.8.444/226, 1.i0= 707/2218, 2-6 e4= .2301668, 8e =- 707/3310 NOTES - 1) Whitt AaGe Y4t 90mptq M20ft l 2ps1; N0btp4L0p,P Category 0; Sep C, enobeert; c.0 arm Ioya; ant3.rver left and right exposed 4 end e rtfoel Mond daht wwed; Lurebar00(.-01.33 pbb grip 00Lg1.33. 2) M.: RICE 7434 P640,e pest (Ask tee(enowk Par90.0 pet beat ono* Am C; Fully 6tP.; Ct.1.1; L. 484-0 ' 8) Roar design strew load hat been redwood to mamma ter slope, 4) mama adequate dralnegem 3levrentwaterbondby. 8) This buss hes beer) dedgense rat 8 10.0 pot bet am *herd 0vo load neneenourrard with =TOM, fir. I.adr. 7) Pamela 0e LOAD IS7 s l (by aye Gerd to wee boo of the hpste cepehira noted w i ha=lt ( et 02211 and 934 M uplift el f olnt 7. LOAD utss(a) Sandend 91 Snow: Umber Itlasseee1.18, PIMA Mammal .15 Ifni/ern Lands (N6 Vert 7.11. -13, 1-12 .7'10(Prar65), 1914adbL, M..31..-2e6) Trapemldal Cattle (alb Vert 121-850 901-te-1 54,14.- 54do- 15845(r. -90) • • • 09/05/2006 0 9 : 5 0 F A XF I S H E R & A S S 0 C VI 006/021 AUG - 31 - 2006 THU 08:48 AM UKerS1 FAX No 9202353061 P.008 ,... MI .. ,. . - •- WIT \N `S a6W • f 3T-0j RAT a 1 .. rr , ofl nafflim . ... ■ u 18 2O4a ' n .'c , NN: i.� Loma OMOnm (Wt) s *Sy■A AcO .44A MftaA .1040 Alp& A Al :7, M AWA q a1a.,es • - l MAGI CAW 1�ApCJSQNo2;(E) x Ile • • WADCA iNu2;I3 cc hd • • 09/05/2006 0 9 : 5 0 FAX F I S H E R& A S S 0 C (1007/021 AUG -31. -2006 THU 08:48 AM M 1 FAX No. 9202353061 P.006 Trues .. .e • - 1e: - • IIT FOZO JOHN& D6-0163 FGT -09A ROOF TRUSS 1 1 Not lut Lumber, t790kooh, W: Jib - • 0 u.• , _j r, - 1 344 1 9.944 1 94.6 ( 11 -00.0 , 10-7 -4 214.4 28.7 -0 3-0-4 2 -•9.12 3-0-8 3.0-e 4.9-4 4-11-0 6-0-12 scare a 1:48. - • SF-1 LEFT SIDE OF BLD 13•10 1 0-24 417 MII20= 2x4 141120 I I WO o Mgzo= 2re MOO II 6 102 MEW= 2c41120 II dhf/ A2120= off MRZO= 1 11 2 3 18 4 5 1e 8 20 21 7 22 e i ......... - - ,7, -- , . - MINI .wmmerve....i• , ' Iiiiiiii01411iiiilliiiii111141/1°11 .rrr-r 1 6 14 1a 12 11 10 - y 8x14- M1l302r 1.5m4 MlQO h • sA0102O= 1.4s4 MI20II 10x14 W820= d10 Me20= 3.s M1r2011 , t f er"- --ri-dA4c 1 3.0.4 i S-9-8 1 8.9.6 1 11.10.0 1 18.7.4 1 21 -b-4 1 26-7-0 8.0.4 z-8-12 2-0.e 3-0-8 4-0-4 4-11 -0 &O.12 Plate P4rc■be OM 15/341-0.0.4411, H 1 :0 - 4 - 12.Edoe1 LOADING 40.0 SPACING • 1.0 COI Df17. a (lee) WA I./4 PL 06IP Pl■hre Ine,sane' 1.10 TC 0. h/ Ct yhor-40.4) - «1(W .88 11 - X686 96o MII20 197n44 ' 10, Lumbwlnol.ase 1.14 BC 0.56 Vein) 416611 -12 >117e 160 ECU. 0.0 Rep Sbem beer NO WE 0.80 14012(71.) 0.00 0 M It/* 9i:01. 10.0 Corte WISC/1900WIANS 95 (10060 Weight 110 m LuM06ER BRAC61G TOP 511080 2 X 0 rePP 2100P 1.88 tDP tx roap en.40nd or 4-212 ee burette, BOT CHORD 2 X 4 6PF 2100E 1.6E ear e2-1080 Maid selling dbeckIy epolled or 10.40 oe b ee en* WSW 2 X 4 SPIN Mid ' .oepr 036 oc bracing: 1213,11.12 We 2 X4 SPF Pig. 2We2X4OPPNe ,2,W72X4pr1M.2,W72X4spptaa2 ' RRAc71oNs 1b/atoa) 19•116ea11.4.e, e=1514/13-s.8 Mot Upe118=.206(Ie.d e.4-■ 2), ihr.3065001 owe 3) • s lam) - Mo>lwm Osmprasfen/MraMnen Tension TOP alronp 1.1sM406r404 1n7+1ee0rea7. 9. 7r 2-8..1000/38'/, 8-1 1918, 4.18"....40m A, 4.6=.41122/816. 5 -f ee- 47701906. 6 - 194 3.2t=.477041813, 20.21 =47746611, 7410-4770480. 7.22..30461626, 6.2 Er628 6.81.14 ?81313 SOT DHOW 16.184- -let 100 8..6 , l 4.1044toa , 1s4e+- 884 /3 83,12.10n•Q1W4831, 11.12.81614631 10 - 11= 697 0 WEBS 1.1 .9H6119e1 2.15.= 80219, 3-16F1336/274,014 =W89, 0-18.42211122. 443■.48213o 6.1�e61A41. 9.12.Orr3.6.11...aUI14e, 0.11'.556/146, r /- 11..3881814, 7.1oe.91r /22(, a•1o= -5o7t o8o NOTen 1) Mot AacE 741Z aOmpM a TCDIA42Pot BCDLr6,f1p14; Detesery lb go C endued: 0.0 I+tteder(2k anlJlever letl end right caromed : end venial left end right moved: Lumber DOLa1,ss plate 94 DDL.1.30, 4 TcW ASCE 7406; Plae0.11 pet Oat mof sooty); p a=s 40.8 pa( Omar swot 4p 0; Fully Exp.: 0te1.1; Is 450.0 Reef design anew lead Mee been reduced to account ►Nebpe. Pnr lde adequate drefne a b prima* 1011 pp�v��ddhh,, 3 1 Tble Sues hes been dea(gn It ne ed for a 10.0 per born chord Toad neenauWith ■ent w any ether irve reed., 8) Previte mach.NOal corencton Ply alum) of buss to bearing pleb capable of withstanding 205Ib !pill! at Jdntle end 508Ib upil t Minot 0. 7) In the LOAD CA9E(b7 section, bade e pl(e d to the tees of the cure .m robed es rent (t.) er seek (e), LOAD CAC (C) etenderd 1) Snow: Lento/ MOMsaeu1,15, Plata lnareece =1,16 Uniform Ls64a (e11) Vert 1.17W10(F■405), 18.19=51, 1 -141IF =- 20- 21 =01, 8-22- 9-18.-10 T16pezoldd Leeds 410 V.,t 17 d.81(F= .70)40.10 =- 51.21 = 51- to-2Z= 91(F -30) • 09/05/2006 0 9 : 5 0 FAX F I S H E R& A S S 0 C Z008/021 AUG - 31 - 2006 THU 08 :48'AM N EOSH FAX No. 9202353061 P. 007 • Jab InAa! nroi P� ' ' Ply IIJALBRIPHT TAW JOHNN oscles FGT4o3A ROOF MUSS ( 1 • Yvr, • 'r, ,. an Lab Worm (Pi9 A5 _ _ ___ :IA _ .6C _ __ .Be__AfAA.f1 • 1A$ ,J .0 .�S��A OA A3A _ie•ge•0 11A_Q�y97•� A2 ) • . LoAD CASE Ne 1.(1) !tow ' ' 1.0Ab egle No Z (VW BO live ItaggallAS , 4.4 1 1A A IPA 11 AlNOP1Qe 7PAle • • bA LOAte ckle No 3: (A) CL` Mind • • • • • 09/05/2006 09:50 FAX F I S H E R& A S S 0 C Z009/021 AUG- 31-2006 THU 08:48 AM ' 11311E011 FAX No. 9202353061 P. 008 u TYPE. WY "Y RJ ALBRIGHT TACO JOHNS 0043183 MT-04 ROOF TRUSS 3 1 .lob Rd•nna (q+denep HMO Lumber, Ostires 1, WI a 1 du1 12 MM MIT•If Indue1Mn4 Inc. Frl Aug - T1 41; 6 zoos PWo 1 3414 I S I 39.13 ) 11 -10.0 I 19-7-4 1 21.0 -4 I 28-7-0 2-0-4 2.8-12 3.0.8 3-04 49-4 4.11.0 5.0.12 / Soria = 1:404 ..... Ii t-0 �j gyp_. (.(.J N a h d11 1 1 LEFT SIDE OF $LO " 40 M1179= 214 MOO II 9x10141110 9t4 Mf120 II 0(12111120= 201412011 3r1 141120= 47 MVO= 1 17 2 3 16 4 5 e 19 7 20 6 ��ri�;J�I ' Vi i, MINIM ■ai 18 16 14 13 12 11 10 9 714 M92011 41110l4100= 1.9*4 WW1 3n10 MY2O= 1.3e4 141126 11 10816441120= 3110 Moo= 318 M12o 11 • • 3-0 I x3.80 1 0-0-8 I 11 -10.0 1074 ) 21.8.4 - 4 28.7-0 _ { 3-0-4 2-8 -12 3-0-8 3-0-8 4.9.4 4-11-0 5.0.12 Pale offsets Ix 16:6466-446.11112-4-12,06g - LOi °' SPAC64G 1 -4-0 c.Ot DCOL M TCLL 30.6 (lee) Udall U4 PL4T69 *lr ptaefsaew■s4n0 Mama beea . 1.16 To 0.81 verl(LL) .03811 -12 >-671 380 m1120 1177144 lunberbherseue 1.13 9C. O.nO 1CDL 10.0 VertlTt} - 0.0011.12 ens 160 6CI.R. 0.0 • Rio 6e... NO - W4 0.71 Hea(rL) 0.10 9 • nla Ida 6 1 - 10.0 C•d• Wl&dIBC001AN>b195 pdeM 7 Wdghe 119 b • TOP OHORD 2 X 6OPP 2100v tag TOP CHORD Mieelhed or 4-24 on burins. 6*cepl and se41r:Us, ear CHORD 2X4 SPA 21014E WY CHORD Reed amIlln6 atrocity applied er7 .1.6asbooing. WENS 2X46PF alud w ,We2X4 - • • AliacYIONs Webs, 111•15454044 6.115710 -54 Mere Upilemse.a210eaa 0043), 6 .27e(Ie.d ems. 14 - FORcGa p) - MonInsuro CoMprosoleetrtbottomo unman TOP 44050 1 - - 12A0/d7.0, -17=- 21721558, 2-17-2172l 2 1721J38, 3.18.-10E&1227. 4- 18a410een227, 4. 6.308611227, 5.64.487711134, 6 7.16•4077n 134. 7.20m4034/714, e- 2aeoxiem .1 a, D.o.00a DOT CH , 8OORD 16-16- 408,14 -18 - 884f5318,13.14e40413818,12 -1 17 6610204, 11 - 12., - 1299/5284,10416.676/2308,6.10e - 14172 w138 1. 2.18.182186,1.10W-11144ao,'.1 rooms. 348 .. 566 m14,416...636146,1111.426/67, e.1pass. 5•11•.621n61, 0 - 3027110, 7- 11= 440/1083., 7.10me721 8-10 NOTES 1) Wind: ACGE 7.02; 80t p V Wet 71 : 1 : 4 -^4. 1 1 1 4:130 5 106•0884 CMagmN It to Q 9reteemb C.0 ederfer(Q: cordovan left end right anpoeed ; and Y.0/221 _166 and right .nposedi Lumber DOL x1,93 pieta gtb DO1A1.83. 2) TCLJ: ASCE 7 PP80.8 per Olet red e.aw); P>c0,8 psf Clod snot* SR) C; bully 694 cbei.1; La 43.00 3 Raaf n show bad has bean redwood to ammo for iln & Provide sdaowa melnegs to /Woven! water P na• 6) This bum bas boon ds.IProd fare 10,0 pot 1000111 sherd bar load genconowrtont *4111 any 0010r Om loses. • 6) Pre14ee reeeBeNwl oome4Wom (by album. of Mao b beating Meta capable of wa sleMIrg 321 1b weft AJoinl 1s and 270 b uplift d Jdnt 9, 7) In Mm LOAD C ^ x,1S) gabol4 bade applied fo the tees of Me trues em not* as front (F) or back (B)_ LOAD CASE48) Standard 1) snow. 'Amber Ineretwoot1S, Ptak b nue•neul,15 Uniform loads (pp) Vise 1-1744, 3 -13.. 144( P -40), 340■44, 0-20444, DAdn`1a Trepa.okel Loads (04 vent 170.13(Fr.29).6.1.41504.11), 3.465( .. 101)• m• 1e .444p - x9),16∎44- b20..e3(84.ae1 • • • 09/05/2006 09:50 FAX F I S H E R& A S S 0 C tI 010/021 AUG-31 -2006 THU 08:48 AM EEO FAX No. 9202353061 P. 009 Job "Truse A . .. ,: 011.D783 POT-O4 ROOF MSS a 1 ,, , • . r. • . tries, Wa Me. g iulp 16 09mb :a 20011 rm. 1 0 Ni a i , aw+ (.ad OI QMM (W0 • • ei A bILA . SibkpA jo All 701 .80 _,1 1 404 .4 • • LOAD CAW N.1 Bow LOAD CAM Na Z: (211SG SD WI • 711' *4 40. ..s 10 00 1.2D • " 8 ,,, �. � .. / . k • • • • 09/05/2006 0 9 : 5 0 FAX F I S H E R& A S S 0 C I2011/021 AUG-31-2006 THU 08:49 'AM OK A' FAX No 9202353061 P.010 • -0.g - hoes 1 .. Tyne QV Pe RJ ALBRIGHTTACO JOHNS 06 -0183 FOT -04A ROOF TRUSS 2 1 Job Retwence • Ilene Norm udtner. Oshkosh, WI . "' . ' , , Jul 1220• " • "" 0. ' 4'1 U '' -s '- r •e a ' 8-11-0 8-9.8 11 -14-0 16-7-4 21.1.4 i_, ie 7.o ) 3-0.4 2 -11-12 3-0.8 344 4.6.4 4.11-0 8-0 -12 saada ■1 ;463 /v Q uJ ivv • LEFT SIDE I- OF ELD 1a.1igi 046 I 4117 MIt20= 2314141120 11 3210 MI126= 2tA 6112011 e42 MO20= sot IMO lI 4x7 MO= 4401020= 1 17 2 8 10 4 5 10 6 70 21 7 22 a i - .4 .W11111111111111114.1111111IIIIII r 111 II '14 ' il i ggillit 1e 16 14 1e 12 11 10 0 2x4 12382011 4o10 M1130= , 15x1 MI12011 900 14120 = 1.30 M112011 10240 M1164= 9.10 141120= 5.6 1412811 I 3.0-4 1 $4.0 -a- 844 I 11-104 1 16-7-4 I 21-6.4 I 26-7.0 I 344 • 24.12 • 3.04 3.0-6 441.4 4-11-0 04.12 • mop a . Y k _ I I I o4e.0• L1 G44,a ; , l I i a• - - ^s■ WADING 1Ps • WAGING 34 C5I 08P1 In Doe) Veen Ltd vt,A - nee txrlP T82. 50.e Platte kun nee 1.16 'TO 0.80 Ven(W - 0.44 11.12 410 360 MI120 107/144 S a3) Lumber lttotee.. 1•15 9C 0.70 VVrt(T1. -0.7911 -12 >433 160 M111t184 141 /188 Sbeaebeet No WO 0.07 ttoz(11) 0.12 9 We n0. =IL 1a Cede wloal9coa�s 681100 w.yht 110 6 -fi - n0ActaO too D 2X 6 SPI 2100E 1.8E 'PP CHORD 6ha4114 or5P 84 oe ruins, swept and v6rtkaea. KIT mow 2X4 OF2100F1J1E EOT011OR0 leted oslIbm aridly welled &e o0 badno. • WQee 2X4 eAr sttd'1' M r , WS2 X4SPFNo�w52x4EPPNo .2,W42X4ssrNo.2, W72X4OPPNo2 • RIAG7ION5 0hedre) 18•1491:00.44, a.15844e-s.e Mott t14I1f18487posd sew 3), 0= 23O(1ogd =see 3) . FORCES ( - 44 2 /206 1 M Tendon Top CHORD D 1 - 16 1 17a2438/Ne, 2.17.-2433/311 2.17.-2433/3113. � - gd39e. 2lsblaee, 0-W.. 511414, 4. 4wees1n414. 4- 606111414 016 1, e. o- '- o08H451, 20 7 - .5575.075. e- 22•- 96754079.841•.1aao1 5:10P-0106/1451, 98 moo 8 moo 15.w./0112.14.14. 1344..101W0120 ,12.150.1501/81101, 11.12P. 1601 /8561,10.11..,55 /3578, 8.1 u■2782C WED& 1.111..e35l28ee, All sw. 177 /a8. 16-22031,320.3.14WV72, 3-11r--4=1723, 4- 133.456/141, 0- 13--577/141.5.12=494, 6 -11•- 375402, 6.11..604/161, 7- 11-- 800%25627 -10 -1033/310, 8 - 1041.1511/35/4 No= 1) What ASCE 74% i30wtph; he250; Tettje4.21oh 9tXXS6-opera oweeogU; sap R eneu.eot GO E 4or(2); rsrdll'wer wt end right exposed: end vsrtloel left end 6ahtragweed; Writhed. DOLM.93 plate gip DOLP1.55. TOLL: ASCE 7.6e; name per (bet mdsnevel Pam10.6 pal Poe aw gn"; Eve c Fully 1343.; ot.1.1; L. 48-0-0 33) Roof design mow Wed hes been r.duoed to 8ce4unt for slop., 1) PreMde edocowt. dednege le prevent *Met p•ndlne. 6) This buss has bean designed tar • 10.0 per Mom shad Ihe teed rnenwsetrrent whtr whet. Ike Ie.de. e) *e pusses M720 pleree unless dMnvl.s 165ee0 -d. 7) Poe tnedetnetad omms01100 (by olltere) et buss to Drachm plate capable ef wItetweling 557 R1 MAR etlolnt 1e .td 930 lb 000 et)olnt 9. 6) In the LOAD 6*59(S) eadlen, bads embed to 1he Mee of Me hem w hated ss hurt (F) or book 09. L.OAD CA0U(3) srwdard 1) straw Welber Increase =1.16, Plate h>cresee =1.16 u.ue.m Leads (36) Vert 1.47 - 54, 5- 10= 144(F= 5.10 = - 64,10. 20-14 - 4410►, 26.21 4, 6.22.44, 94113X4 T ipocddal Leeds (p10 Vex 17 1). 5..1t►9(1 _101)-b- 18.- 144(P.40). 21•64.1e.22..83(Fa.20) 09/05/2006 0 9 : 5 0 FAX F I S H E R& A S S 0 C U012/021 AUG-31-2006 JHU 08:49'AM IOKOSH FAX No. 9202353061 P. 011 ad FN• 064163 Rafo/A ROW' 2 Nano (umh4►, P*Fbe710, WI, Welt .e1e(C 6,20(1 7 Jul 13 7■012 Mudd Infilettli2prieWed Aug 16 0&64:64 20W Mtge 1 Load t anrem mRJ �!t bbtebll1e 2 ..444' :►4A ,d.A .011.160,06AtoA,aAA .0W#1 A , ,40 - -k-- 1 pD • .010 • LOAD CA= MEI!M w LOAD QMC Nara ;l2)IBCBC • 08WW 440 WA 10 A4A R W a'462.0A 0A • • WAD WAR N. GC WYd • 09/05/2006 0 9 : 5 0 FAX F I S H E R& A S S 0 C 0013/021 AUG-31-2006 THU 08:49 AM IgFEOSH FAX No. 9202353061 P.012 . 1 '+a' Taw - Trans Type . qy MY RJ AU:MIGHTTACO JOHNS 0o -0183 F-01 FLAT 20 1 Jab R.tn r c. 6 1 Netlk. lumbar, Cp*keell. NN - 6.2001 n• 1 L. , ' ' . a r - nc. - ug . . . ,. , . g. 1 6-8 1334 1 18 -10.8 2E.7.0 I 6.6-10 6.6-14 9-9.14 6-8-10 seele ■ 1;40.. C /a '� P '� 4.7 I41122c 24 M620 = 365 M@0= 244 441120 11 6x6 M1120= b(7 MII20= 1 12 2 13 .1 4 14 9 16 6 i - -T4 US Omni M ;4 I I I I I I I I I . MIN RII81 I 8 I l ig., 1 A I I I I I I I I I 11 • 10 6 6 7 ape MII2011 4x1 Mb20= eV0 141120a 4 MA20= 3x5 MO2011 • I 6.9.1D I 13-3-8 1 19.10. 1 26.7.0 1 . r 64-10 6.6.14 6.6.14 04.10 rAAPINa wen - TCLL 60.6 SPAC(NG 1.4.0 CDI ORF7 In (IOC) Udall Lid P AT6a aRII (Reef Dt1ar -30 6) W� . Inor..p 1.15 TO DAM V..e(L1) .0.41 0 r708 360 14120 1971144 TOOL 10.0 Lumberineroae* 1.15 BC 0,51 Vert(IL) -0.65 0 P404 160 BOLL 0.0 Rep Oman Aar No WD 0.00 Mor.(rL) 0.06 7 Ida Ws DCDL 10.0 Code Wls lIBCOD/ANSI00 0Aak+.+d Welgkt 6e lu LUMBER • • 81041N3 • TOP WORD 2 X4 SPX 1e110F 16C 1 O 40AD Shootkod or 0-3-3 oc porlba, except end verbatim. DC T t^440RD 2 X4 GPF 165oF 1 .4E POT CHORD Rl Id online d et 9.0.4 mo brI44110. Webs 2 X 4 PPP Ne.2 Mte,ep• W ,W22X40Pea1ud. REACTIONS . - ) 1146E/06-8. 9M MN (-1pmt11.Q270ett4 46665), 7s.227lkad awe 0) FORCED (a) • M*Snum C Cemprabblentldalnum Tenelen TDP OHORO 1.11•.e0o/242,1.12 -zeswr709. 2 127696(700 2 3 a /.57961616, 4 - 14•.67051 1P, 5.14.1.57010010, 6A6..2be6?09. 6.4aor..0e0rraa, 0.7■�q ear CHORD 4O-11■-0lf103. 9-40.-862/26/10, &o.9ea/2e80, WEBS 9.10■0051210, 4.0..21/0/100, 0-Er.--035/21 9. 1- 10.494/ 2792. 24.217/012, 5-1--2 171012.0 4 r--66412762 MOTOR 1) Wind! ASCE 7.0Z oompk lam 1t01.r4.2p•r, 602L.0.0poq 46mnoy I: BBC enclosed; MC Deteder(2J; e.adevsr WARM nght.ap000d I and • vortical loft OM 4got eopoe.d: Lun.b.r D01.=1.118,dw1 grip Q1;1L •1.63. Z TOLL MICE 7 PFOD.6 pal pia root anew): Ps-.1&d pelf (Yea •a•.'Y OxP Q Fully rap.: G■.1: L- 4544 4o) 1444' 'Kier Prr.M 1e0i 116 bean Wooed 14 Immure for atop., novae adequate dreb.eps to pigment water poem% • 6) Thb bears h.3 aeon datge.d fa a 10.0 pat baton., chat eve lead errneeeeanant ivOR ay DOW' Oa ke.da. 0 ) ProVI4e mechanleal aennec6on (by others) of truss 15 bearing plate capable d vvkbatandlr.g 227 1( uplift at lolyd 11 Ind 22715 uplift et JMet 7. 7) In th■ LOAD CAS6(6) 5.9(11, loads 'paled to nee tee of Ms rnr.. are mdod front O9 or beck (5). I.OAO ea- WO) Standard 1) Snare Lumber blerr.su.1.15, Plata 110rsa60 1.10 UnIform Leads MO Vert 7.11...19 1- 12=54,13-14 =-64, 6-1 TPspecbldel Leath fe6) Vert 12• -79(Fr .25).io13= 54,14 =84- (4.10=72(1'- • • 09/05/2006 0 9 : 5 1 FAX F I S H E R& A S S 0 C Z014/021 AUG - 31 - 2006 THU 08:49 AM WEB FAX No. 9202353061 P. 013 • Job Taw flubs 'Type a7 1V rip ALexp1ii1 naA JONN5 OB0103 F IKAT aD 1 Nagle Lun Ow, Oahinch. Wh II roam 6.2xx s Jul 1J rood aunt fraluattlee, If16 Wad Aug N MAIM 201tI Pips 1 Load Navin) (plf 4 sa-`;10 AaA .84A . JlfA a eA AAA .15 4 .1 05 _t' 5 _0S .10.1 . LOAD CAM NO 1 BMW LOAD CAt7l=. No 2: PR= SC LW LoAO CASE NO 3 t i•, 09/05/2006 0 9 : 5 1 FAX F I S H E R& A S S 0 C FI015/021 AUG-31 - 2006 THU 08:49 AM NIKO FAX No. 9202353061 P. 014 JOB - • - '101 c I4 TACO JOHNS 06-0183 F ROOF TRUSS 3 1 kbjW6l1n°ec Nowee Lumber, OeNtofh. N1 oi , don nre - 112 s Jul 1323 6 40 InduzIrlso. Ina Wad Avila 4020140 2006 pees 1 3-5.8 - 9.114 13.3.8 19 -7 -13 10- 0 -6 23-0-15 26 -74 3.54 3-3-12 3-2-0 3-45 3-4-5 3-2 -0 3.24 .34-1 Seek .147.- LEFT SIDE OF Rt.D. 3x714112011 612 MI120= 007 MI12011 Bx14 M112c= ere e1I2.o= 0x1 o MI71o= 3x7 M11200 0x14 M1120= 327 MOZD 11 6x12 MO20c 1 2 3 4 6 6 7 a 0 10 IR Id • • w i g O. It M g MI 2 1.74 19 16 IT 1e 1690 14 13 12 11 0x7 M112011 10x16 MIC1o= 327 14112011 Ox 42141120= ^--^ 41161-- - tOa•* llMe cr - awf •A012o11 9.11.0 100.1314040_ *7 1492011 3.6.8 6-0-3 0.11 -3 3-3-8 16-7-13 19 -10-6 23-0.16 ,: 1 3-5-13 3 -3 -12 3-2-0 3-44 3-4-5 5.24 3-Z.9 3-6-1 L040Wo TOLL RIO 1 - 103 CSI OWL • ti (loo) 1 108 lee PLATES -alert {Roof t3ntaraW.0) Plates 6rueaee 1.16 70 0.63 ' V.d(W - 0.77 15 *407 300 Mt120 1.77144 TCOL 10,0 Lumber 1001••.. 1.16 BC Dee ve,1(71,) .pea 15 axio 160 WWI 141/133 ROLL PM Rep SY'4RS Ina' NO WB 0,70 Horz(71.) 0.13 11 nee n/3 MIX 10.0 Cod Wor..4ao00rA► mews (1•44Xx) Weight 203 b Lt/M111311 • BRACINO TOP CHORD 2 X 5 BYP o400F 20E TOP CHORD Sheathed or 3.10.0 ea puling. escapt end venters. BOT CHORD 2 X 0 SYP 2400F 2.0E 9OT CHORD i0otd wane dlradty applied or9b -13 oc liming. WEBS 2 X 4 SPP 8104 'Except' . WC 1 Row et m ldpt 0-12 WS 2 X 6 BYP map 2,051, Ws 2 x 8 SYF 2400F 2.0E, W4 2 X 4 SPF 163op 1,9E W1 2 X 4 SPF 16soF 1.5E, W3 2X 4 sop NO2, w62 X 4 SPF 196oF 4.0E We2 SPF 16S0F1 .3E,WT SPF No.2 W6 2 X 4 SPF 1663E 1.SE • RT i A CTION4 (brtlze) 10040$5.3, 11.--200431.0.41 Mitt UpOM0 = 3e2(bed ease 3),11.23.4604 ase• a) FORMS Qpb) - Maxim= CompregalonMetdnsen Walton TOP CHORD 1- 19e-214Q1200„ 1.2 2- 4 1237W1466, 6.b01:4174/145B. 6.7x1 71/1467, 7.0 12E71/1457, 6-0= 54871647.9 -1 00 - .437/647',10.11.4441 /298 407OMORO 11 b .1 l. 10 N 1 aee ,17 - 1 e.- 1tw/p810.16- 171- 1iO4/0319 10-1ee.d643/1a714, 14.1 1944 1 0U19704, 12- 18= 1098/9764, 11- 12..12e/1463 WEBB 1-1 6■.102f4420. 214 .raiare4,3.1e-477o/662,2.117- 0/116, =2ar0o15, beee64141a,eie.4106/140, 14/102 1737/144. 7- 14= 688/114. = 313 8 - 124.4664.40. Wa2,10.17 ■.60414475 NOTES 1) winlit AB= 7.01; 50mp tri261t TCDL104.2psf 600L.upp.l1 Category 1: Etp C: endoeed; C-G !wet-form; onlAev.rIsllgrid AMA *posed i and vertical Wt and AGM npa..'; Lumber DOL.1.33 plate gdp DOL=1.55. 2) TOLL: ASCE 7-25; PIk66.0 pet' (net roof eruwg p3rr0aA per pooferow)16>m C; Fully Exp.; C = 1.1;1= 450-0 044100 400W 104(1 lag born reduced In account tar slaps. 4 WO WO Pm ate Provide adequ drainage to prevent water Pending- • 1) file buss MR been designed gat • 10.0 pat bon chord Iva load nonaan4n.nt %Nth any ethsr Am Wide. 5) Al plslaa era MT20 plebes unfree otherwise tndrtarsd 7) Pr.vke 14 • 441 •44•14 1 4444•00n (by Ohm) of bras bbearang plate capable of vMlebinaing 532 AI WlttM)aIi* 19 .nd 332 Ib uplift a j5lnt 11. 7) In its LOAD CASES) moron. bad' applied to the We or the Wee are nobel as $,nrrt tF) or back (B). LOAD CA5!(5) speeding 1) 6noyq Lumbar Mae. e.1.1n, Pieta Ineratl$o =1.16 Uniftrra loads (p0) Vert 14.400, 4.7■- 2741(11690), 7.10= 100, 11 -14 =18 • 09/05/2006 0 9 : 5 1 FAX F I S H E R& A S S 0 C a016/021 AUG - 31 - 2006 THU 08:49 AM NOfFkOSH FAX No. 9202353061 P. 015 Job FILM TNN 'a1 Piy RJ ALUMNI 111 ]owns °cow 1:01148 1•OF 7RU68 a • load OMpnm (ice) bl3P 11 pD fop s LL*b CASE No 1 (1) Stow LMO CAM No z : (7J IRO NO UW OL11 IPA AA LOAD CANE No 9 :W CAC 1NNd 09/05/2006 0 9 : 5 1 FAX F I S H E R& A S S 0 C a017/021 AUG - 31 - 2006 THU 08:49 AM NOfEIN FAX No. 9202353061 P.016 .T • -71 is • .ee aa1' 06 -0183 FGT-06 FLAT 1 4vlhbr 031160* 2 Job Relen.v e 920D4 : a .harp, e4 " e 1R89IT12006 •age 2-8 -19 5 - 2 - + 10.9.2 ) 15.10 - ) 21-2-2 + 23 -6-13 26 -7-0 • 24.15 2-6-6 6.4-0 6-4-0 6.44) 2 -5-11 2.104 Sailer well LEFT SIDE OF BLD. N° CIA " 6d! MrI20. 47 MRZ0a 204 MRZOII 8x12 MIRO.. zoo M112o= 2224 MI12011 427 M820= S S MI121 1 2 9 174 5 1e 0 16 7 0 T ^ .° _ IMI Ma rue .�. ._. 1e 15 14 20 13 12 21 11 10 6 Sad Milo ll 40 M11I20= 4x10 M92$= eta 16120= 4x12 M1120= 4410 14t20= 4)17 MI120• sal 14112011 2-6-13 34 -2 104.2 15 -10.2 21.2.2 23-8-13 26. -0 2-0-13 2.5.5 6.4-0 3A4 54-0 2-8-11 2.10 -3 e : e . 1:.8∎11 9(1 .:') LOAnWO(peq SPACING 144 CSI DEFL In pee) Wel (1d PLATES GRP • TIM. WA Males Increase 1.18 Ta 032 -018 IZ.43 »091 360 MII20 1971144 (lteor Snew•eo.e) Lumbarb4araase 1.15 BC 0.61 Vert(TL) -0.6612.13 1814 100 BOLL 10.0 BOLL 0.0 Rep Ulm kw NO WB 0A2 More(TL) 0.07 11 we r/e Cad• wi e ctneL�WANSIe6 M 0001 10 (Matrix) Weight 244 Ib LUIABBR BRACING TOP CHORD 2 X 6SPF 2100E 1,8g TOP CHORD Sheathed or 24-4 oc wine, except end verticals, 807 CHORD 2 X a 8VP 240012.0(; DOT CHORD R(y1d clam dried* epp65d or 1044 oc brewing. W5o5 2 X 4 SPF 2100F 1.5E'Exospr W32 X4SPF100r0F1.66 REACTIONS (IWNte) t01•741/04 -e, en272up•s.0 Max UpRR16 654(bed case 8). D •- 80(leed melt 0) r ORS= (a) • maximum Congrssslon/Mmdnern Tension 77)P CHORD 1-16 25280015.1,2■- 4499No7e, 2a=4871y2130, o-17=- $87012150.4 -17- 076/210o, 44.- 1004612216, 5. 16=4200122011,6 -111 .S200/22oa. 11- 19.4901/120., 7.19=.*200/2206, 7.■4041/1067. a9.2470/e02 90712HORD i618-731266. 14r18e•1080/44s*, 4 440 -- 3258J17/96.13 20a326613720, 12.13.1. 155 /14tai.13 .31.65/141(11.11,21= 2355M4101, 10 - 11111407 1/4011,11.10 - -17/072 WEBS 1 -16 =-112 4 / 4712, 24 8 ..25E0 /1124. 1 !• 1 4.•12 00 X , ,6.14=213/ 106,4- 14..e0EW1206.4- 121..'61 /12 641$$ 294/e7,S12 2/1220. 6.1104061 /1216.8-11.-3164/1011,7-11.-120110378.7-10.0304/020. 0-10.-1122/4746 NOTES 1) 2-pry truss to be connected together with 0.131x3' Male es /Clam: T o p chords wr.reebrd es Mown 2X4.1 row et 0-0.0 no, 2 X 0 - 2 news st0.94 w. Bodeen a+mas eonnser4 as *Sow 2 X 0- 2 n1w! 2(840 04 Webs eennacted es Wawa: 2 X 4 -1 row at 494 oc, 2 ) All I , .r. oore•d.rad squally applied to MI plea, swept It noted as sort (F) alms* (B) Moe In tie LOAD CAS (S) sedum Ply n ply vonnectlorm hay. boon No 4ded lo aMMISI e anN loads noted Rs (F) or (B), un143. 0*awiee Indicated_ 0) Ise ,d dart espased: tonbarDOla 1.99 21m2 BCDL.S. i p (a�ptxy 1r, Up 0: encloavct C-0 Exts16 (2)1 renalever Meld right ex0oeod ; end Va�1 4) TCLL' AOCF 7 P 740 o ,5 pe( ($at roof snow): Pe -30.0 94? (roof craw): Exa c: Fully E, ct.t.1: LA 45.04 6) Roof deelgn snow bed hee been reduced to meeunt tar elope. 0) Pradde adequate drafnaa. to Nerved water priding. 7)Th(s 61100 cos peen d1610pe6 farA 15.0 pef bantam Omni $y5 lead non rrent with say ether We beds• 2 ) P m. i (by olbam) of Iruea to bearing plate cepeble ofwl= .h■me,1p 664 lb uplift at)oM )(Mlle and 230 Ib uplitatjoint S. 0) 1140 °ratter oonnec0an de •e) MIA b. brovkled'efc(wd o supped txxcesnbeted load(s) 32 Ib dwell end 122 16 up at 64,2, and 870 Ib down and (67 ! up ate 21,32 as bettoMitilird. Thu daslgNs l.ellen dainty ewlnea1vn devke(s) (t 212 reMats(0A(ry Od Whale. LOAb0A88(8) Stamm 1) wL =1.10, Ptato Mtcreses l,le SA Vert 14 =-41, 17- 16..11.6.19.d 1 . 16 . 20 •• 13 .20.21 -- 2So(F =-240). 51-21--10 Conwt►.led Lode (Ib) Vert 14.452(F) 11.-87!(P) 2Apetoldel Leeds (p10 Vert 0=46(F=.34)-to-17= 1134.41-46-1.4040(Fm-26) • 09/05/2006 0 9 : 5 1 FAX F I S H E R& A S S 0 C fJ018/021 AUG- 31-2006 THU 08:49 AM FCK01 FAX No. 9202353061 P.017 06-0167 FIT-0B 1 1 MO NM LWO , �1SYKMIhVN , ion g0 Z • t . .r, . _ -r rr • I, n; load Diagram (PU) iitho "00 1 1 1 _ 1 1 i A cal w� ARP _07 APP LOAD G66No1:(I)Or w LOAD CAhaN°87(Z) le4c 6CLiv. OA ') OA A IOW 0A Ax a .831 41� LOAA cum Ne a : fa) Pc vine • • 09/05/2006 0 9 : 5 1 FAX F I S H E R& A S S 0 C a019/021 AUG 31-2006 THU 08:49 AM UK SI FAX No. 9202353061 P. 016 . • 73b nnen Typo , OHT T - 06.0183 F-05 FLAT 7 1 on - Rehtertcs net e ai =At 2008 Pop7ZT I 4.3 .5 ) 8-7.0 _ I 4-3.8 4ae c _ /1 _ Sasb.111..3 /J / V�..Y -� • 19>,S 1.4420= ✓ 2444402011 3:5 Mu2D�e 29d114110 3 4 W1 1AH WI ,\\\\I ii w, a ale.. * 7 � � � M 244Mtl20II 4M II WO ■I20= • I - 4 • 3-8 8-14 8a.0 4-3-8 .1,10.0 z-G-e • LOADING (onq sP2G1ela G T1:.LL 06.0 Plates Increase -0-0 CM OM. In (loo) Ydefl Lid PLAT58 RIP (Roof SnOVrea tll PW I creas 1.15 BC 0 64 v - 0.01 7.8 mane 300 MVO 197,144 700E 10.0 Re SW= bow NO V fl .4).O2 7-0 a0pp 1!b - BGLL 00 CodsWle 4000/ANSIB3 WB 022 Itare(rL) a.OD a mla Na SCOL 10-0 (MaMq W.16ht 37 lb WMSER BRACING 70P CHOW 2 X4 0!m'1' Wo. TOP CHORD Ohosittad or 044 00 80T C1 2X 4SPFNo.2 Pr DOT CHORD applied 111.1:413 ea Wee • 2 X 4 4PP Stud • Maid coiling dMdly applied er ee kdaftldih W 4 2X 8SPF'No.2 brACTIONS (INd.) 0.470814OMallost,0=1 0.64 . miow Upilli•^ was 3), ea.l130bc c h PORCBo (lb)- Maximum OampsasbwNWirnWn TOP CHORD 1.-441/71, 1-2a.272I0. Z.8■11W356, 34 =- 1191309. 4.3..46146 DOT CHoltb 7:6•0/24,11 WG128 2.7.•83/121,1.7.1y284, 3- e•.811w61, 2.G= o33,1e4, 4116.441f184 - NOT6a • 1) WInk ADCS 7.02 90.n banal Lr4 0cbL.e.0psh, C 6990py! Epp C; enclosed; 0.5 0 eaNgwv.r loft and right e>,rosed 1 and .*rowel Ion mid light =parrot Lumbar trap Ms plets0Ap OOL ■1.33. 2I TOLL: A3CD 7.00 PIu89.0 poi (flat oaf show); N•114.0 pot (roof mnoW11 e40 4 FtdtY ®W: tb.1.1 8) Roof doclpe snow bud has been reduced to account nor elope, 4) Provide adequate Saimaa 1. piovant water poniard. a) ThIc trod% haw boon dad6,o4 for a 10.0 par bolos, mare Nas lead noncanadrent whh %IVY other Iva Ioad%, 8) Rehr to yYder(ti) for trues to Wu eontnfeaync, 7) PtouI s Otalottanloal ounnectla. (by others) of buns to beenee piano capable of tastandlttd 86 lb uplDR K Joint 9 and 413 m upIIt et Joint 0 8) In the LOAD CAGE(+, q eecd& good■ omitted to Yto face of me cues sue noted os coo (F) or back (B). LOAD CA0E10) Standard 1) Snow Lumbar bahaee =1,15, Wets Mereeee.1.15 Oratorio Lamle (p vat 54 4 6 , 1..- 102.9 - 212( ' • 09/05/2006 0 9 : 5 1 FAX F I S H E R& A S S 0 C 0020/021 AUG-31 -2006 THU 08:50 AM MW ON FAX No. 9202353061 P.019 IM Wp - y 0b.O1e3 F.-00 PL.*t r 1 Load Munn (OM 4i 1 1 1 1 l f &AP • . LOAD cm it Na 1 (1) snow LOAD GbC No z ; (Y) IBC HC LIw r 0A 1 a'. • • ! yoA 1o • IAN, CAM No !; 6tl GC vw.d • • 09/05/2006 0 9 : 5 1 FAX F I S H E R& A S S 0 C 0021/021 AUG - 31 - 2006 1HU 08:50 AM 181KOg.1 FAX N.D. 9202353061 P.020 • r _ 2..„ N Ij_. - Inc . ...,.,: N MIME a ii 7 Illt NOFFKE LUMBER ' �+ AV. - :wow —_ ' �� RJ ALBRIGHT �,� EFL N TACO JOHNS _ •ro, OB - 0163 PO # ; _ 12410 MI') 3•2-0 .• • it xr F-01 IIM., Gera F • 14'0 ,- 11 '' . 113 F•1 e'2^e b•b10 El FOT-02A o 11 — °''i i t g ii — , • Toro g1 ' ? , Far.- lit' _Mg - r 00 " I ra x • po & i" 0 h r POT -05 - RTU4 8 . 3 - — { 6 '; ' . 3 x 10 c 6' FLIT �� r ".111=11 1111111MI: rum 1 1 - 1 .imil k N'.V T:.: ,.4••• � n; 1 -- 22714 2817'0 1 ' 221114 • • Dannhoff, AIIyn J. From: Dannhoff, Allyn J. Sent: Friday, September 08, 2006 7:56 AM To: Richard J. Fisher (E -mail) Cc: Bob Albright Jr (E- mail); 'adam.muliawan @wisonsin.gov' Subject: FW: Truss Drawings Taco Johns Rick; re: Trans ID No. 1278159, side ID 713922 I have grown weary of the efforts to get proper information on this job. This office has tried to allow this information to be provided informally in attempts to be user friendly, but it clearly is not working. I will be sending a Correction Notice requiring amended plans to be submitted to DOC for review that show all the required information for the roof top screening, the walk in cooler /freezer addition (which was not provided on the original plans) and alterations required to be made to the trusses for the screening. Sincerely Allyn Dannhoff Director of Inspection Services Original Message From: Noe, Brian Sent: Thursday, September 07, 2006 1:49 PM To: Dannhoff, AIIyn J. Subject: Truss Drawings Taco Johns I attempted to review the new set of drawings you gave me this morning. We still have not received the repair drawings referenced in the 8/14/06 letter from Noffke Lumber, and many of the numbers in the revised drawings are illegible or difficult to accurately determine what they are. In reviewing these I called the Engineer with MiTek - Xuegang Liu (XL) and discussed some of my concerns with him. In talking with him unless the drawings we get are stamped drawings we should not rely on them, as the lumber yards do not have the ability to do engineering and review for all of the proper input values. While the latest drawings appear to be headed in the right direction, I can't read all of the information to make an accurate determination that all the required loads have been included in the input values, and the spacing for the trusses matches the layout drawing. As I will be out of the office on Friday, I have place the drawings you gave me in your mail box. It would be my opinion that we should require the stamped drawings from MiTek, be provided, along with the repair drawings. When we have a more legible set of drawings I can then better review to see if all the drift load was included in the truss design. I have not contact Rick Fischer, as I did not know what direction you wanted to give him, and I don't want to be the bad guy holding up progress, even though we have both explained this to him previously. 1 CORRECTION NOTICE / FIELD INSPECTION REPORT JOB LOCATION: /ex „ A ' y e City of Oshkosh / / 11 / Inspection Services Division CONTRACTOR: - -J' . ,-( A 1`- 215 Church Avenue, PO Box 1130 j Oshkosh, WI 54903 -1130 PROJECT TO BE INSPECTED: / �-L° /-Q ..V Phone: (920) 236 -5050 Fax (920) 236 -5084 TYPE OF INSPECTION: ' r 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 . >M # . ] ; CODE INSPECTION RESULTS I k.e, / ■ e .4...., a or "ii.--,, S z "tem: - Cb ,. 1Cr'o m. S f p ed!eo[' )4) z r >�Yf r--'1L "e- /le e L k t” ./ .Si SR &re iti x it 7 -fa ' .� e t C_c��wp t/r� 49a , rF ,1 `"� n 4 r— C d, // it H " . 'A ssi X e'c.hr ‘ 7 / e ‹.-NL. / Z lZP_ o e`r 44,9 /1. ?. Cooler / -ie zli" 11 JP' Co .c9c_ y Gc9a x .� , n eh" CA's,/ 4..1 b• 1 0NC - S P "'Wt....) a./` / �� .fS 'h- Iii Vec_y )4 Cf)at 74 14- J-'P.r9r'er[� cn� S i4t P .0 V Irw 04 0.N y a art ee . F'n T' . r`.' 4: T yr `!' a t- rin /'- 4, rh-.1- 06-4 e_P E r �-- S 1.1wt,s or t,- a•Cr IA2tk ,1 0 seh..__Lit`r.mac f( br 7 :=.0-604iite...4-eoP .cr-p w, N,,,o �� re laee.Cey ■ * 3 - 10 } C Pth ot� ,'/ • I ll �� � ! '`...v Post -it® Fax Note 7671 Date / � j 06 Ip r 7e-T- l'ry r$1 � Fro / l ` K n akimce Co. /Dept. / Co. . Phone # Phone # n m, . � 0 1� Fax # 2-41/ - / 137 Fax # (� z = .. .�.- c . ...ACTION TAKEN: , ° a , of A • • oved/ p. R.i. ort left o • it . _� Not Approved/ Insp. R ort given to j°4.) 14 ❑ Mailed/Faxed Signed 1 ..l a . E! . ...� � J g ilt) s� b • • pection Services Divi r 1. n Date `f Inspection Phone # t , „1s. :,',,.. ., t .t A . t "(xi' t;a 1 c ' ® °" Ao ; g /:7,, 1 r .,,v. .i, . ° F ,: .. Print Name Company Signature: Date CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT SITE PLAN REVIEW - ZONING Location of Property: 105 N Sawyer Street (Taco John's) Date Rec'd: 05/19/06 Applicant Name: Rick Fisher, Fisher & Associates Phone: 920 - 687 -9035 Fax: 920 - 788 -2965 Applicant Address: 642 Thelosen Drive City: Kimberly State: WI Zip: 54136 Owner: Daun Bock LLC Parcel Number(s): 06- 0796 -0000 Zoning: C -1 CUP Type of Construction: Restaurant with Drive- through and associated improvements Compliance Checklist Use Height Access Regulations Rarrdscaping Let-Width &ent-Set-bask making- Standars Lighting Let-Depth Leading-Standar-ds Signage Idea `learrse Mechanical Screening lain Roar Setback T ram V Standards Var. /CUP/PD Conditions pert Building-A:pea Semeerrg Other Comments /Conditions o Rec'd CUP on May 23, 2005. Attached is Res. 06 -180. o Rec'd Variance on May 24, 2005 for a Witzel Ave. setback of 14' and a Sawyer St. setback of 9' with conditions. Attached is excerpt of BZA Minutes. o A 7' easement for sidewalk relocation and snow storage be established along Witzel Ave. Provide copy to the Dept. of Comm. Dev. o Provide description of measures discouraging access to Faust Ave. Driveways. o Provide description of reducing conflict with the power pole at main entrance. See CUP Condition 5. o Lighting and signage are not included in this review. o NOTE: All mechanical equipment, ground or building mounted, must be screened from view, of any street or residential property. , 4, - 4 , t € . es raQ ? r r a � rue.Mex o /Yec o A pedestrian crosswalk sign must be installed near pedestrian walk and drive-through lane. * *$200.00 Review Fee not submitted with application. Required prior to permit issuance. ** • Review Fee: $200.00 ❑ Approved © Approved w /Conditions ❑ Denied ❑ Hold Reviewed by: David Buck Review Date: 6/01/06 Please contact the Zoning Administrator at 920.236.5062 if you have any questions. REVIEW AUTHORITY As per Section 30 -5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the following: (1) Aherations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. sid windows, etc., when the use is conforming and when no change is proposed. ]:Wlanning\David\Zoning Compliance stack ListsVune 061105 N Sawyer- Taco Johns.doc COPY: Planning Address File.: Applicant Engineering CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT SITE PLAN REVIEW - ZONING Location of Property: 105 N Sawyer Street (Taco John's) Date Rec'd: 05/19/06 Applicant Name: Rick Fisher, Fisher & Associates Phone: 920 - 687 -9035 Fax: 920 - 788 -2965 Applicant Address: 642 Thelosen Drive City: Kimberly State: WI Zip: 54136 Owner: Daun Bock LLC Parcel Number(s): 06- 0796 -0000 Zoning: C -1 CUP Type of Construction: Restaurant with Drive- through and associated improvements Compliance Checklist Use Height Access Regulations Landscaping Let -Width Rent - Setback Parma Lighting Let -Depth Leading - Standards Signage Lot Aroa Visien- Gle;se Mechanical Screening Fleedplain Rear—Setback Var. /CUP/PD Conditions Airport Building-Area Screening Other Comments /Conditions o Rec'd CUP on May 23, 2005. Attached is Res. 06 -180. o Rec'd Variance on May 24, 2005 for a Witzel Ave. setback of 14' and a Sawyer St. setback of 9' with conditions. Attached is excerpt of BZA Minutes. • A 7' easement for sidewalk relocation and snow storage be established along Witzel Ave. Provide copy to the Dept. of Comm. Dev. -o Provide description of measures discouraging access to Faust Ave. Driveways. 'moo Provide description of reducing conflict with the power pole at main entrance. See CUP Condition 5. o Lighting and signage are not included in this review. o NOTE: All mechanical equipment, ground or building mounted, must be screened from view, of any street or residential property. A9�e. 4 f as eo(p • r" ' e i4 Loge me o , YetA . pet". o A pedestrian crosswalk sign must be installed near pedestrian walk and drive-through lane. * *$200.00 Review Fee not submitted with application. Required prior to permit issuance. ** • Review Fee: $200.00 ❑ Approved © Approved w /Conditions ❑ Denied ❑ Hold Reviewed by: David Buck Review Date: 6/01/06 Please contact the Zoning Administrator at 920.236.5062 if you have any questions. REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. I: 1 Planning \David\Zoning Compliance Check ListsUune 061105 N Sawyer - Taco Johna.doc COPY: Planning Address File Applicant Engineering Safety and Buildings 1340 E GREEN BAY ST STE 300 commerce.wi.gov SHAWANO WI 54166 TDD #: (608) 264 -8777 i sco n s i n www.commerce.wi.gov/sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Govemor Mary P. Burke, Secretary June 05, 2006 CUST ID No. 263460 ATTN :• Buildings & Structures Inspector RICHARD J FISHER BUILDING INSPECTION FISHER & ASSOCIATES LLC CITY OF OSHKOSH 642 THELOSEN DRIVE POB 1130 KIMBERLY WI 54136 OSHKOSH WI 54902 PERMISSION TO START CONSTRUCTION � r �waq � 80401 -AsLINK Transaction ID No. 1278159 SITE: Site ID No. 713922 Taco Johns � to.b®th�den� z.�' n 103 N Sawyer St Vi m; ®.. ' ,� ! correspon ,�i ' f , '..a r Q y City of Oshkosh FOR: Object Type: Building ICC Regulated Object ID No.: 1079554 Major Occupancy: Assembly; Type VB Combustible Unprotected class of construction; New plan; 1,692 project sq ft; Occupancy: A -3 Other Assembly Uses, S -1 Storage Moderate - Hazard The Department of Commerce has received construction plans for review for the subject project, submitted in accordance with the provisions of Comm 61.32, accompanied by the owner's request to begin construction work on the Footings and Foundations prior to Departmental review and approval. This letter will serve as the department's permission to the local building officials to allow construction of the Footings and Foundations, only, for the subject project prior to review and approval by this department NO REVIEW OF THE SUBMITTED DOCUMENTS HAS BEEN UNDERTAKEN BY THE DEPARTMENT AT THIS TIME FOR CODE COMPLIANCE. In accordance with the provisions of the owner's signed request to begin construction prior to departmental review and approval, the owner will be required to make any changes after the plans have been reviewed, and to remove or replace non -code complying parts of the foundations and/or footings. Prior to the start of construction, all applicable building permits should be obtained from the local authorities having jurisdiction in accordance with local laws and ordinances Nothing in this approval limits the power of municipalities to make, or enforce, additional or more stringent regulations, providing the regulations do not conflict with this code or any other rule of the department, or law. DEPARTMENT CONDITIONS 1. If this project is in an unsewered area, a sanitary permit must be obtained prior to the issuance of a local building permit. 2. This permission is only for footing and foundation work. Construction of the remainder of the building shall not take place prior to departmental review and conditional approval of the construction plans. 3. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 4. This "Permission to Start" does not include permission to install any underground plumbing, including sanitary/storm sewers, or water or mains. All projects needing submittal per Comm Tables 82.20 -1 &2 must RICHARD J FISHER Page 2 6/5/2006 have complete plumbing plans, application, & fees submitted and approved prior to commencement of any plumbing work. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Please refer to Transaction ID No. referred to in the regarding line when making an inquiry or submitting additional information. Sincerely, Karla Parker • Customer Service Representative, Integrated Services (715)524 -3626, M -F 7:45 am - 4:30 pm karla.parker @wisconsin.gov cc: Peter R Ochs, State Building Inspector, (920) 948 -3500 , Friday, 7:45 A.M. - 4:30 P.M. Jerry Daun, Daun Bock LLC Safety and Buildings 1340 E GREEN BAY ST STE 300 commerce.WI.gov SHAWANO WI 54166 TDD #: (608) 264 -8777 jq isconsin ~. T •commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Govemor \, 2n(4/ Mary P. Burke, Secretary June 13, 2006 CUST ID No. 263460 A7't . huildings & Structures Inspector RICHARD J FISHER BUILDING INSPECTION FISHER & ASSOCIATES LLC CITY OF OSHKOSH 642 THELOSEN DRIVE POB 1130 KIMBERLY WI 54136 OSHKOSH WI 54902 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/13/2008 Identification Numbers Transaction ID No. 1278159 SITE Site ID No. 713922 Taco Johns Please refer to both identification numbers, 103 N Sawyer St above, ni alt correspondence with the agency. City of Oshkosh FOR: Object Type: Building ICC Regulated Object ID No.: 1079554 Major Occupancy: Assembly; Type VB Combustible Unprotected class of construction; New plan; 1,692 project sq ft; Unsprinklered; Occupancy: A -2 Dining & Drinking, S -1 Storage Moderate - Hazard; Allowable area determined by: Unseparated Use The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: Submit • Comm 61.30(3) This review does not include heating, ventilating or air conditioning. The owner should be reminded that HVAC plans, calculations, and appropriate fees are required to be submitted for review and approval prior to installation. The submitted HVAC plans shall match the approved building plans. Note as per Comm 2.10 installation of HVAC without approved plans could result in double fees. • Comm 61.30(3) - Submit, prior to installation, one (1) set of properly signed and sealed truss plans, a completed SB -118 application form including this transaction number and signed by the building designer, and $100 submittal fee to Safety & Buildings, P.O. Box 7162, Madison WI 53707 -7162. Note as per Comm 2.31(1)(d)6. the fee for a structural component erected prior to plan submittal may be an additional $200 • IMC 507.2 Submit plans for the Type I kitchen exhaust hood over cooking equipment which produces grease laden vapors. All requirements for hood construction, exhaust rate, enclosure, and fire suppression shall be addressed. The make -up air that is not part of a short cycle hood system, must be tempered air. See IMC 508. Reminders • IECC 701 /Comm 63.0701 /Comm 63.1016 When using ComCheck -EZ, fiberglass insulation which is rolled between roof joist shall be entered as Cavity R -value insulation. • Comm 62.1109(13)(a) Controls, operating mechanisms and hardware intended for operation by the occupant, including switches that control lighting and ventilation, and electrical convenience outlets, in accessible spaces, shall be accessible in compliance with the requirements of ICC /ANSI A117.1. Operable parts and controls shall be operable with the use of one hand and not require tight grasping, pinching or twisting of the wrist. These parts or controls shall be operable with no more than 5 pounds required to activate them. Clear floor space and reach ranges shall comply with Sections 305 and 308. RICHARD J FISHER Page 2o- . 6/13/2006 v • Comm 62.1110(1)(b) Accessible parking spaces required in Comm 62.1106 for the general public shall be identified with a sign complying with the accessible parking sign requirements specified in s. Trans 200.7. • IBC 906 Provide fire extinguishers per IFC 906 and maintain them per NFPA 10. • Comm 61.36(1)(a) & (b) This approval will expire 2 years after the date of this letter if the building shell is not closed in within those 2 years. Also, this approval will expire 3 years after the date of this letter if the work covered by this approval is not completed and the building ready for occupancy within those 3 years. • ICC /ANSI A117.1 Sec. 804 Accessible kitchens and kitchenettes provided per Comm 62.1109(4) shall comply with the requirements of this code section. Built -in furnishings such as seating at tables, counters and work surfaces, food and drink counters, checkout and service counters and storage facilities shall comply with all of the Chapter 9 requirements (ICC /ANSI A117.1 Sec. 901). Service counters for sales or distribution of goods and services shall have at least a 36 inch long area, and be no higher.than 36 inches above the floor or ground. • IBC 303.1 This occupancy is a Group A -2 use as it is intended for food and/or drink consumption. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 370.00 Fee Received $ 370.00 Balance Due $ 0.00 A am S 0Mul iawan Engineering Consultant , Integrated Services ; B n,' iT@ r 4 fr " n (715)526 -9019 , M -t 7:00 -4:30; F 7:00 -11:20 adam.muliawan@wisconsin.gov cc: Peter R Ochs, State Building Inspector, (920) 948 -3500 , Friday, 7:45 A.M. - 4:30 P.M. Jerry Daun, Daun Bock LLC Safety and Buildings • PO BOX 7162 ti commerce.wi.gov isconsin Department of Commerce MADISON WI 53707 - 7162 TDD #: (608) 264 -8777 www.commerce.wi.gov /sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 11, 2006 CUST ID No. 263460 ATTN.: Buildings & Structures Inspector RICHARD J FISHER BUILDING INSPECTION FISHER & ASSOCIATES LLC CITY OF OSHKOSH 642 THELOSEN DRIVE POB 1130 KIMBERLY WI 54136 OSHKOSH WI 54902 COMPONENT RECEIVED Identification Numbers Transaction ID No. 1310317 SITE: Site ID No. 713922 Taco Johns Please refer to both identification numbers, 103 N Sawyer St above, in all correspondence with the agency. City of Oshkosh FOR: Object Type: Truss, Roof Regulated Object ID No.: 1091997 The department has received the above component plan indicated as being reviewed for compliance with the general design concept and submitted by the building designer named above. The Department has filed the plans and other related documents. The department will rely on, and hold responsible, the building design professional and/or supervising professional of record for compliance with the rules. The responsible professional should particularly insure that proper loads and fire resistive rating have been incorporated to correspond to the building design. Particularly insure: proper dead and live loading, including snow drift loading increases, unbalanced loads, equipment loads, proper bearing/supports, concentrated loads etc, are properly conveyed to foundations; and that required fire ratings have been employed. The submitted materials have not been reviewed by the Department for compliance with all applicable administrative rules. The department reserves the right to formally review the plans in the future if the department determines that such a review is warranted, and to order corrective actions with respect to the outcome of that review. A copy of the plan that is identical to the plan submitted for our file shall be available for inspection at the job site. When the total building volume exceeds 50,000 cubic feet, the plan shall bear an indication of review that has been signed or initialed by the building designer of record. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Please refer to Transaction ID No. referred to in the regarding line when making an inquiry or submitting additional information. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 Balance Due $ 0.00 Jane M Rush License/Permit Associate , Integrated Services ., ° , ; 608 - 264 -7826 juanita.rush@wisconsin.gov cc: Peter R Ochs, State Building Inspector, (920) 948 -3500, Friday, 7:45 A.M. - 4:30 P.M. Safety and Buildings commerce.wi.gov 1340 E G BAY ST STE 300 SHAWANO WI 54166 ■ TDD #: (608) 264 -8777 j sc+� n s i n www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 14, 2006 CUST ID No. 5589 ATTN: Buildings & Structures Inspector BUILDING INSPECTION MICHAEL R HARRIS CITY OF OSHKOSH N7840 VAN DYNE RD POB 1130 FOND DU LAC WI 54937 OSHKOSH WI 54902 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/13/2008 Identification Numbers Transaction ID No. 1294457 SITE: Site ID No. 713922 Taco John's Please refer to both i dent i fication numbers, 103 N Sawyer St above, in all correspondence with the agency. City of Oshkosh FOR: Object Type: HVAC ICC System Regulated Object ID No.: 1087385 Grease hood included; Smoke detection system; 1,692 sq ft Area Heated Object Type: Kitchen Exhaust Hood Regulated Object ID No.: 1087386 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Items • IMC 606 The smoke detection system shall shut down the air distribution system upon activation. Smoke detectors shall be connected to a fire alarm system. The activation of a smoke detector shall activate a visible and audible supervisory signal at a constantly attended location unless exceptions are met. The detectors Shall be located in the return duct. • IBC 904 Provide a fire extinguisher in the kitchen. Reminders • IMC 507.9 Provide Type I kitchen exhaust hoods with a minimum clearance of 18 inches from combustibles, unless a clearance reduction method of IMC 308.6 is used, or the hood is wrapped with a tested product with reduced or "zero" clearance to combustibles, or the code exception is met. Instructions for such a tested product shall be on -site and available to a Dept. representative. Additionally, all materials in a noncombustible concealed space, used in conjunction with the exception listed in IMC 507.9, shall follow the rules defined under IBC 716.5. For application of the IMC, gypsum board is considered a combustible material. • IMC 403 /Comm Table 64.0403 Provide a HVAC system which does not allow recirculation of air from kitchen and janitor area to the dining area. • Comm 61.36(1)(a) & (b) This approval will expire 2 years after the date of approval of 'R. g p 1 building shell is not closed in within those 2 years. Also, this approval will expire 3 ye. fa - e .. building plan approval if the work covered by this approval is not completed and the building ready for occupancy within those 3 years. AUG 1 6 2006 DEPARTMENT OF COMMUNITY DEVELOPMENT MICHAEL R HARRIS Page 2 8/14/2006 A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 230.00 (:)1/4 Fee Received $ 230.00 Balance Due $ 0.00 Adam S Muliawan Engineering Consultant , Integrated Services (715)526 -9019 , M -t 7:00 -4:30; F 7:00 -11:20 adam.muliawan@wisconsin.gov cc: Peter R Ochs, State Building Inspector, (920) 948 -3500 , Friday, 7:45 A.M. - 4:30 P.M. Jerry Daun, Daun Bock LLC T o /'Ai Vir4tter /s as crav •ov GOIPIretr Aearonwedef S m 6r2dryt.. 146 Wwti /7'M?J(z- nit°. - 37 - 07'6? Gam: cere• - cp /�'�c� �-e� .C� C frt-y ,`L / Co ( f L CORRECTION NOTICE / FIELD INSPECTION REPORT JOB LOCATION: / rd t, - ye t- City of Oshkosh / � l Inspection Services Division CONTRACTOR: ._ c� A - /i �L 215 Church Avenue, PO Box 1130 Oshkosh, WI 54903-1130 PROJECT TO BE INSPECTED: ,e o 1---4.,S Phone: (920) 236 -5050 Fax (920) 236 -5084 TYPE OF INSPECTION: rr<r1 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 . ITEM# CODE INSPECTION RESULTS wlZesfbCG. �l 0 0 4 I gmiC /Ii.4 e_P c\112,7 R -oueoge M4 C .o..,. o 5 4 .ne.4) 1— Pxr 1<-4 (er- / # eo_Z e, r- j �v9i,... i ) fail oteal es i .rze y r...04.6.-/..-1. a Let-- / C Q dCOfr. ■ P0.4- CCCv .e rJ- / Ti t o 1 0 a r14-..`r e P `�06 1 r y --�� 7 -� .0 . / /ki K. 2 y Alta ..4.‘ e tts 147:6p0 a..( ; ter o is.f o. I . . . _ ONTAKN r Approved/ Ins . . ort left on site " _, < 0 ❑ Not A pp Not Approved/ Insp. Report given to K ov9� h ❑ Mailed/Faxed .. Mr / i / Signed i it,/o/4 is �� -.sr, "is e ii; ection Service I vision of Inspection Phone # [1,,l cer that SW: .. z:4,'; ':1',' 6i e bated fl4 NoticetReStt d` i1." aF * .. 9{ ,<: Print Name Company Signature: Date BUILDINGS, HVAC, COMPLIANCE STATEMENT SBD -9720 This form is required to be submitted by the supervising professional (architect, engineer, f vitt P designer) observing construction of projects within buildings with total areas 50,000 cubic f - ater (Comm 50.10 /Comm 61.50). Failure to submit this form may result in penalties as s ecifie i d. and /or local ordinances. This form must be submitted prior to the plan approval expiration date or another submittal may be required. . , NOV 0 8 2006 General Instructions: Prior to the initial occupancy of new buildings or additions and thf nal occupancy of altered existing buildings, submit this completed and signed form to: flea A • The municipal building inspection office (refer to the plan approval lette AbaltyYa fi>l1RWaNT • Safety and Buildings, 10541N Ranch Road Hayward, Wi. 54843 Note: If the review was done by the municipality, the compliance statement goes only to the municipal building inspector. A copy is not needed by Safety & Buildings. Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04 (1)(m)]. 1. PROJECT INFORMATION: Please fill in the following with information from your plan approval letter. Transaction ID Number 1 al 4 /515' ? Project Name TA c D TO i//3 Site Number 1131 . Site location (number & street) / O 3 /1) . 4"A 4 veg. Sr,e iZ P!. City ❑ Village ❑ Town of O S/1 PJ 5 ' County of w •uwit,6A6 D 2. PURPOSE OF THIS STATEMENT: (Check Box A, B, C, or D to indicate purpose and complete any other applicable boxes and information. Attach additional pages if necessary.) Check those which apply: ❑ Building Object ID # 3 HVAC Object ID # /Of 7 3 sr ❑ Lighting Object ID # K�TCf{g a9444.4 7 /inD /of 73f' ❑ Partial Completion Description of Portion Completed A) VC Statement of Substantial Compliance To the best of my knowledge, belief, and based on onsite observation, construction of the following building and /or HVAC items applicable to this project have been completed in substantial compliance with the approved plans and specifications. ❑ BUILDING /LIGHTING ITEMS 1. Structural system including submittal and erection of all building components 10. Exterior lighting & control requirements (trusses, precast, metal building, etc.) 11. Interior lighting & control requirements 2. Fire protection systems (sprinklers, alarms, smoke detectors) designed, 12. All conditions of lighting plan approval installed, and tested (including forward flow on back flow devices) by and applicable variances appropriately registered professionals 3. Shaft and stairway enclosure 4. Exits including exit and directional lights 5. Fire - resistive construction, enclosure of hazards, fire walls, labeled doors, class X HVAC ITEMS of construction, fire stopped penetrations 6. Sanitation system (toilets, sinks, drinking facilities) 1. HVAC system including final test 7. Barrier -free including Comm 18 elevators and lifts 2. All conditions of HVAC plan approval and 8. Energy envelope requirements applicable variances 9. All conditions of building plan approval and applicable variances The following items are not in compliance and must be addressed: B) ❑ Statement of Noncompliance Due to the following listed violations, this project is not ready for occupancy: C) ❑ Supervising Professional Withdrawn From Project (Use A or B above to indicate project status as of this date.) D) ❑ Project Abandoned 3. SUPERVISING PROFESSIONAL SIGNATURE ' A FOR: ❑ Building HVAC ❑ Lighting 1�1 KI h I Ra€ /,S Date //77 4)4 Name (please print or type) Phone number/20 Customer ID # ,J f / Signature SBD -9720 (R.04/2005) 11/09/2006 08:30 920 - 231 -3759 RJ ALBRIGHT INC PAGE 02/02 11/08/2008 2 0 : 2 1 FAX F I S H E R S I A S S O C 4 ALBRIGHT (11001 /001 Buildings, HVAC Compliance Statement SBD -9720 This form is required to be submitted by the supervising professional (architect, engineer, HVAC designer or etecUleal designer) observing construction of projects within buildings with total are exceeding 50,000 cubic feet or greater and bleachers (Comm 50.10 /Comm 61.60). Failure to submtt this form may result in penalties es specified In Comm 50.26 /Comm 6123 and/or local ordinances. General Instructions: Prior to the Initial occupancy of new buildings or additions and the final Occupancy of altered existing buildings, submit this completed and signed form to; • The municipal bUllding inspection office and • Safety and Buildings, 10541N Ranch Road, Hayward, WI 54843 Per.,onel Information you provide may be used for secondary mamas (Privacy Lew, 3, 15,04 (1)(m)), 1. PROJECT INFORMATION: Please fill in the following with information from your plan approval letter. Transaction ID Number 1278159 Site Number 713922 Site location (number & street) 103 N. Sawyer Street IIC•P Jo_rilI 3 4 City ❑ Village ❑ Town Of Oshkosh County of Winnebago 2. PURPOSE OF THIS STATENIENT: (Check Box A, 6, C, or D lo Indicate purpose and complete arty other applicable boxes and information. Attach additional pages If necessary). Check those which apply: El Building Object III 1079554 ❑ HVAC Object ID# ❑ Lighting Object ID# ❑ Partial Completion -- Description of Portion Completed A) FJ Statement of Substantial Compliance • To the best of my knowledge, belief, end based on onsae observation, construction tithe fallowing building and/or HVAC Items applicable to this protect have been completed In substantial compliance with the approved plans and arced wllone, BUILDINGIUGHTING n'Eia5 1. Structural system including submittal slid ereotlon of alt building 10. Exterior lighting & control requirements components (susses, precast. metal budding, etc.) 11, Interior lighting di control Iequirernents 2. Fire protection systems (sprinkrere, alarms, smoke detectors) 12. All conditions of lighting plan approval designed, installed, end tested (including forward flow on bade flow and applicable variance, devices) by appropriately regletcred professionals. 3. Shaft and Stairway enclosure ❑ HVAC ITEMS 4. Exits Including exit end directional Tights 1. HVAC system Including Mal lest 5, Fire-realative construction, enclosure of hazards, lire walls, labeled 2. Ai condition of HVAC pion approval doors, class of construction. lire stopped penetrations and applicable variances 6. Sannauon system (taints, sink[;, drinking facilities) 7. barriar ekes Including Comm 18 elevators and lifts B. Energy envelope requirements 9. All conditions of building plan approval and applicable variances The following items are not in compliance and must be addressed: NONE B) ❑ Statement of Noncompliance Due to the following listed violations, this protect Is not ready for occupancy, C) ❑ Supervising Professional Withdrawn From Project (Use A or 8 above to indioete project statue ea of this date.) D) ❑ Project Abandoned 3. SUP PROFESSIONAL SIGNATURE FOR ❑ Building ❑ HVAC ❑ Lighting RICHARD J FISHER Date: 11/8/2006 Name (pleaee print or type) Phone it 920 -687 -9035 Customer lbe 263400 Signature "=" 5504720 fe.,001009)