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Home My WebLink AboutCERTIFICATE CITY HALL Inspection Services Ojv 215 Church Avenue ~ PO Box 1130 ~ Oshkosh WI ~ 54903-1130 OfHKOfH ON THE WATER City of Oshkosh Approved: May 9, 2006 Nina Investments II LLC 317 City Center Oshkosh, Wisconsin 54901 CERTIFICATE OF OCCUPANCY An Occupancy Permit is hereby issued for the laundromat, located at 1561-1571 W. South Park Avenue, Oshkosh, Wisconsin 54902-6188 as described in Building Permit Application number(s) 117629. This building is to be used only as "Express Laundry Center" and is located in the M-3, General Industrial District. LIMITATIONS: Maximum number of persons: 50 Occupants A new Certificate of Occupancy shall be required prior to occupancy, should additional building(s) be erected, or should any buildings mentioned above be ' altered or moved. The use of land, or buildings, shall not be changed until a Certificate of Occupancy is issued for that occupancy. All conditions noted above must be complied with in order for this certificate to be valid. cc: Keller Structure Express Laundry Center Building Permit Work Card Job Address 1561-1571 W SOUTH PARK AVE Permit Number 0117629 Create Date 12/19/2005 . . Owner NINAS INVESTMENTS II LLC Contractor KELLER STRUCTURES Category 232 - Alteration Stores & Customer Service Type. Building Zoning M3 0 Sign 0 Canopy 0 Fence 0 Raze Plan R5-116-1205 Value $194,000.00 Garage ----.!! Sq. Ft. n Projection I Class of Const: Size Unfinished/Basement 0 Sq. Finished/Living 5255 Sq. Ft. -Ft. Rooms ------.-J! Bedrooms ------.-J! Baths ------.-J! Height ------.-J! Ft. 0 Floating Slab 0 Post Canopies 0 Signs Stories 1 Foundation 0 Poured Concrete 0 Concrete Block 0 Pier 0 Treated Wood . Other Occupany Permit Required Flood Plain Height Permit - # Dwelling Units ~ # Structures 0 Park Dedication Use/Nature 1571/ Alterations to Convert SW 5255 sf into Laundromat. . Note: Permit issued subject to submitting of Work revised site plan showing traffic arrows and dumpster relocation/modification. HVAC Contr Plumbing Contr Electric Contr Inspections: Date 1/31/2006 -'--- Type Note Inspector Allyn Dannhoff CALLED & LEFT MESSAGE FOR KIP GOLDEN ABOUT RTU SCREENING DatelTime requested: Access: 1/31/2006 : -- Notice Type: Phone Number: Ready DatelTime: ~ --=---------- Requested By: 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid mmmmmm--mmmmmmmm_mm--mmmmm--m____m_- m.m"----_mm--_m__--_mm"mmmmm--m_m--mm--m_""m- Date --'--- Type Final Inspector ~n Dannhoff not approved 1~~~~~J¡LFg~~$':~EEg :JE~~~~~;¡L~~~INATION, RATED PENETRATIONS-NEED TESTED/LISTED ASSEMBLY, MAKE UP IR FOR DRYERS DatelTime requested: Access: 2/23/2006 04:22 PM -- Notice Type: Phone Number: JIM 4274425 Ready DatelTime: 2/27/2006 07:00AM Requested By: KELLER STRUCTURES 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid mmm_mm_mmmmmmmmm"m_""U..u_..mm--Ummm--mm--mmmm--m_mm_mmmmmmm--m_"------m--_"------mm-- Page 1 013 Building Permit Work Card Job Address 1561-1571 W SOUTH PARK AVE Permit Number 0117629 Create Date 12119/2005 Owne~ NINAS iNVESTMENTS II LLC Contractor KELLER STRUCTURES Category 232 - Alteration Stores & Customer Service Type. Building Zoning M3 0 Sign 0 Canopy 0 Fence Size 0 Raze Plan R5-116-1205 $194,000.00 Class of Const: Value Unfinished/Basement 0 Sq. Finished/Living 5255 Sq. Ft. -Ft. Rooms 0 Bedrooms ------.-J! Baths ------.-J! Garage ----.!! Sq. Ft. n Projection I Height ------.-J! Ft. 0 Floating Slab 0 Post Canopies 0 Signs 0 Stories 1 Foundation 0 Poured Concrete 0 Concrete Biock 0 Pier 0 Treated Wood . Other Occupany Permit Required Flood Plain Height Permit # Structures # Dwelling Units ~ Park Dedication Use/Nature 1571/ Alterations to Convert SW 5255 sl into Laundromat. . Note: Permit issued subject to submitting of Work evised sjte plan showing traffic arrows and dumpster relocation/modification. HVAC Contr Plumbing Contr Electric Contr Inspections: Date 3/1/2006 -- Type Final Inspector Allyn Dannhoff PRE FINAL-DISCUSSED EMERGENCY ILLUMINATION, RATED PENETRATIONS-NEED TESTED/LISTED ASSEMBLY, MAKE UP IR FOR DRYERS. DatelTime requested: Access: 2/23/2006 : -- Notice Type: Phone Number: JIM 427-4425 Ready DatelTime: 2127/2006 07:00 AM Requested By: KELLER STRUCTURES 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid m--mmm--"__m_----__----mm------mmm--m--mmmmmm_m_mm_mm----h_h__m___-___mmmm--_m_mmmmm_m------__"__"m Date 3/16/2006 -'--- Type Final Inspector Allyn Dannhoff approved r"" DatelTime requested: Access: 3/13/2006 : AM -- Notice Type: Phone Number: JIM 427-4425 Ready DatelTime: 3/16/2006 --=---------- Requested By: KELLER STRUCTURES 0 Rejnspect Fee 0 Fee Wajved 0 Reinspect Fee Paid mmm_m----"_------------m__mm_mmmmmm--mmm_--mm_mm--_m--m--mmmh--m----mh_-_hm_m_mmm_m-mm----hhmm Page 2 013 Building Permit Work Card Job Address 1561-1571WSOUTHPARKAVE Permit Number 0117629 CreateDate 12119/2005 OWn~r NINAS INVÈSTMENTS II LLC Contractor KELLER STRUCTURES Category 232 - Alteration Stores & Customer Service Type. Building Zoning M3 0 Sign 0 Canopy 0 Fence 0 Raze Plan R5-116-1205 $194,000.00 Class of Const: Size Value Unfinished/Basement 0 Sq. Finished/Living 5255 Sq. Ft. -Ft. Rooms ------.-J! Bedrooms 0 Baths 0 Garage ----.!! Sq. Ft. n Projection I Height ------.-J! Ft. 0 Fioating Slab 0 Post Canopies ----.!! Signs 0 Stories 1 Foundation 0 Poured Concrete 0 Concrete Block 0 Pier 0 Treated Wood . Other Occupany Permit Required Park Dedication Flood Plain Height Permit # Dwelling Units ~ # Structures Use/Nature 1571/ Aiterations to Convert SW 5255 sf into Laundromat. . Note: Permit issued subject to submitting of Work evjsed site plan showing traffic arrows and dumpster reiocation/modification. HVAC Contr Plumbing Contr Electric Contr Inspections: Date 4/3/2006 -- Type Note Inspector Allyn Dannhoff ~POKE TO KIP GOLDEN (KELLER) TO INQUIRE IF SCREENING STATUS & MECHANICL CODE ISSUED 10' SEPARATION BETWEEN iNTAKE & DRYER EXHAUST. KIP SAID HE WILL CHECK INTO BOTH & GET BACK TO ME. -- Notice Type: Phone Number: DatelTime requested: Access: Ready DatelTime: ~--=---------- Requested By: 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid .._h___hh_"--mm--m_mmm--mmmmmm_.--mm__mmm----m--m--mmm..h--_h..mmmmmh_hm_mmmmmmm_mmmmhh Date ~-'--- I"~"OO' ~A'" DatelTime requested: Access: Type Fjnal Inspector Allyn Dannhoff -- Notice Type: Phone Number: Ready DatelTime: ~ --=---------- Requested By: 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid .._--m_--------hmm--__--_h--h___mm--_mmm_m--mm_mmmmmmmmmm----_m_m_mmmmm-m--m_m-----_m_--m--_mm----m Page 3 013 Electric Permit Work Card JobÁ:¡dress 1561-1571W-SOUTHPARKAVE Owner NINAS INVÈSTMENTS II LLC Permit Number 117931 CreateDate 01/19/2006 Contractor PROGRESSIVE ELECTRICAL SERVICE~ Category 643 - Commerciai-Addjtion/Remo~els Service b New . ChangeO Temp ON/A I Type 0 Overhead Volts 120/208 Circuits 0 Amps 1600 Switches . Underground 0 N/A Fixtures Fee $322.00 0 Receptacles Value $45,800.00 Appliances Use/Nature of Work 1571/ Wiring lor a laundromat, to inciude a new 3 meter service lor the entire building. Inspections: Date 01/23/2006 Type Underground Inspector Kevin Benner approved DatelTime requested: 01/19/2006 12:43 PM Access: Notice Type: Phone Number: Ready DatelTime: 01/19/2006 12:43 PM Requested by: -- 0 Reinspect Fee 0 Fee Wavied 0 Rejnspect Fee Paid Date 01/27/2006 Type Rough In Inspector Kevin Benner approved I"~ .,,"Ooo~ DatelTime requested: 01/26/2006 Access: 07:03 AM Notice Type: --- Phone Number: Ready DatelTime: 01/27/200600:00 AM Requested by: ~- 0 Reinspect Fee 0 Fee Wavjed 0 Reinspect Fee Paid PROGRESSIVE ELECTRICAL SERVICES Electric Permit Work Card Job Address 1561-1571 W SOUTH PARK AVE OWner NINAS INVÈSTMENTS II LLC Permit Number 117931 Create Date 01/19/2006 Contractor PROGRESSIVE ELECTRjCAL SERVICE~ Category 643 - Commercial-Addition/Remodels Service b New. ChangeO Temp 0 N/A =:J Type 0 Overhead Volts 120/208 Circuits 0 -- . Underground 0 N/A Fixtures 0 Amps 1600 Switches Fee $322.00 0 Receptacles Value $45,800.00 Appliances L- Use/Nature of Work 1571/ Wiring lor a laundromat, to include a new 3 meter service lor the entire building. Inspections: Type Service___- Inspector Kevin Benner not approved Date 02120/2006 Improperly sized ungrounded (500 KCMIL need 600KCMIL), bonding (3/0 installed need 250 KCMIL) and grounding electrode conductors (4/0 AL need 250 KCMIL AL). Clearly identify the service disconnects (3 service disconnects). DatelTime requested: 02/20/2006 08:45 AM Access: Mark will be on site Notice Type: Phone Number: 378-0748 Jay Ready DatelTime: 02120/2006 01 :00 PM Requested by: ~- 0 Reinspect Fee 0 Fee Wavied 0 Reinspect Fee Paid PROGRESSIVE ELECTRICAL SERVICES Type Re Service --- Inspector Kevin Benner approved Date 02127/2006 Service is now 1000A! Gas & building is not bonded Approved to energize Faxed to WPS 2/27/6 DatelTime requested: 02/27/2006 08:47 AM Access: Notice Type: Phone Number: 378-0749 Jay Ready DatelTime: 02127/2006 08:47 AM Requested by: ~---- 0 Reinspect Fee 0 Fee Wavied 0 Reinspect Fee Paid PROGRESSIVE ELECTRICAL SERVICES Electric Permit Work Card Job :Address 1561-1571 vJ SOUTH PARK AVE Permit Number 117931 Create Date 01/19/2006 OWner NINAS INVESTMENTS II LLC Contractor PROGRESSIVE ELECTRiCAL SERVICE~ Category 643 - Commercial-Addition/Remodels Service b New Volts 120/208 Amps ~ . ChangeO Temp 0 N/A I Type 0 Overhead . Underground 0 N/A Circuits ------------.Q Switches ------------.Q Fixtures ------------.Q Receptacles ------------.Q Fee $322.00 0 Value Appliances $45,800.00 Use/Nature of Work 1571/Wiring lor a laundromat, to include a new 3 meter service for the entire building. Inspections: Date 03/15/2006 Type Final Inspector Kevin Benner not àpprOVed Emergency lights on locai iighting circuits, all emergency iights shall lunctlon, class 2 wiring on grid, repair damaged FMC conduit lor dryer, remove temporary wiring, provide service calcs., RTU work space DatelTime requested: 03/1512006 07:56 AM Access: Mark will be on site Notice Type: Phone Number: Ready DatelTime: 03/15/2006 00:00 PM Requested by: 0 Reinspect Fee 0 Fee Wavied 0 Reinspect Fee Paid PROGRESSIVE ELECTRICAL SERVICES Date 03/17/2006 Type.Re Final Inspector Kevin Benner approved DatelTime requested: 03/15/2006 03:00 PM Access: Mark wil be on site Notice Type: Phone Number: Ready DatelTime: 03/17/2006 08:30 AM Requested by: 0 Reinspect Fee 0 Fee Wavied 0 Reinspect Fee Pajd PROGRESSIVE ELECTRICAL SERVICES HVAC Permit Work Card Job Address 1561-1571 'IV SOUTH PARK AVE Permit Number 118153 Create Date 02/09/2006 NINAS INVESTMENTS II LLC Contractor QUALITY MECHANICAL iNC OWner Category 512 - indo & Comm-Both Plan R5-116-1205 Fuel ~ D::QiC:J 1"'1 Electric I ~ ~ Value $55,460.00 System 0 New 0 Replace I D Other 1 l."'J Forced Air I U Radiant 1 U Steam I ~C I U Vent I U Electric 1 U HotWater 1 U Suppl. I U Con. Bumer I Chimney Type 0 Chimney A () Chimney B 0 DirectVent . Not Applicable Heat Loss ,0 As Approved 0 Existing . Not Applicable 1 Value BTU Rate 0 As Per Plan () Variable . Other 1 Value Use/Nature Install HVAC System lor Laundromat, replace single RTU with two RTU's, install distribution system." of Work Early Start, contractor to provide one copy 01 stamped state approved plans to this office. Inspections: Date 5/9/2006 Type "Fiiîãr Inspector Allyn Dannhoff - approved DatelTime requested: Notice Type: ~ Phone Number: Access: Ready DatelTime: Requested By: 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid -..................... n...m_...... ...n..._............ """n..... n..._n... _nn................................. n...... n... - nhummn. - ~ Plumbing Permit Work Card Permit Number 117915 JobAdctre¡s 1561-1571 W SOUTH PARK AVE OWner NINAS INVESTMENTS II LLC Category 440 - Industriai-interior Shower 0 Water Softner 1 Floor Drain 1 Local Waste 0 LndryTray ..........J. ClothesWshr 53 Disposal 0 Bidet 0 Dishwasher -----.!! Beer Tap 0 Sump Pump 0 Lab Sink 0 Classrm Sink -----.!! Sterilizer 0 Breakrm Sink 0 Dip Well 0 Ejector/Grind -----.!! Drink Ftn 1 Trench type interceptor for commercial laundry Contractor Plan WATTERS PLUMBING Create Date 01/18/2006 Value Coffee Maker Int Grease Trap Ext Grease Trap RPZ Valve Eye Wash Statn Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs $8,926.00 ...........Q ...........Q ...........Q ...........Q ...........Q 0 ...........Q ...........Q # 0 0 0 0 0 0 0 0 0 0 Conn.Type Bathtub -----.!! Whirlpool -----.!! Lavatory ..........1 Toilet ..........1 Res. Sink ...........Q Bar Sink ...........Q Water Heater ..........J. Site Drain ...........Q Roof Drain ...........Q Misc. ----..-..i Fixtures ~:~~~~ure IPlumbing lor new iaundry facility per approved state plans in space 1571 W South Park "check #61546 Wait.St. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink 0 0 ...........Q ...........Q ...........Q ...........Q ...........Q 0 1 Shamp Sink ...........Q FlrlWst Sink ...........Q Catch Basin 0 Wash Ftn ...........Q Urinal ...........Q Standp Rec ...........Q Ice Maker ...........Q Gar Drain ...........Q Soda Disp ...........Q I Size Type Material Sanitary Sewer Storm Sewer Water Service Date 1/18/2006 Inspector Paul Wolf approved w/cond. Type Underground I """'"" WA~' "~.,~'OO W~ '" = ~eo", "'" Œ "'~~" DatelTime requested: 1/18/2006 09:54 AM Notice Type: Telephone Number: Access: Ready DatelTime: 1/18/2006 09:54 AM Requested By: WATTERS PLUMBING 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid nnm_mmmmmmmmmmn_hnnmmm--n--mmmmmmmmm_mmn..--.....--_n_mmmmmmnmm--m..nnmmmmm--m_m...__nnmm_n--m Job Ad<!ress 1561-1571 W SOUTH PARK AVE OWner NINAS INVESTMENTS II LLC Plumbing Permit Work Card Permit Number 117915 Contractor WATTERS PLUMBiNG Create Date 01/18/2006 Category 440 - industrial-Interior Plan Value $8,926.00 Bathtub --..J1 Shower 0 Water Softner 1 Wait.St. 0 Shamp Sink --..J1 Coffee Maker --..J1 Whirlpool --..J1 Floor Drain 1 Local Waste 0 Ice Chest 0 FlrlWst Sink --..J1 Int Grease Trap --..J1 Lavatory 2 LndryTray 1 Clothes Wshr 53 Exam Sink 0 Catch Basin --..J1 Ext Grease Trap --..J1 Toilet 2 Disposal 0 Bidet 0 Sculry Sink 0 Wash Ftn --..J1 RPZ Valve --..J1 Res. Sink 0 Dishwasher 0 Beer Tap 0 Hand Sink 0 Urinal 0 Eye Wash Statn 0 Bar Sink --..J1 Sump Pump 0 Lab Sink 0 Plaster Sink 0 Standp Rec --..J1 Wtr Sewer Mtrs --..J1 Water Heater 1 Classrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker --..J1 Deduct Meters --..J1 Site Drain 0 Breakrm Sink 0 Dip Well 0 F Prep Sink 0 Gar Drain --..J1 Wtr Usage Mtrs --..J1 Roof Drain --..J1 Ejector/Grind 0 Drink Ftn 1 Serv Sink 1 Soda Disp 0 Misc. 4 Trench type interceptor for commercial laundry Fixtures ~:~~~~ure rlumbing lor new laundry facility per approved state plans in space 1571 W Soutl1 Park "check #61546 Size ! Date 1/27/2006 Type Rough In Material Type # Conn_Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inspector Paul Woll approved Sanitary Sewer Storm Sewer Water Service FAXED REQUEST /1571 W SOUTH PARKWALL WORK ONLY DatelTime requested: 1/26/200603:23 PM Notice Type: Telephone Number: JAMIE 733-8125 Access: ~IM 427-4425 Ready DatelTime: 1/26/2006 03:23 PM Requested By: WATTERS PLUMBING 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid _h... h" m__- h h...h - -- - h h h"'----'" h h -............ h ..._m...m................................................... - h - m m ...h_"'h ---mh h'" m h hh...... ...-...... h'" - h.. Plumbing Permit Work Card Permit Number 117915 Job Ad~ress 1561-1571 W SOUTH PARK AVE Owner NINAS INVESTMENTS II LLC Category 440 - Industrial-Interior Bathtub 0 Shower 0 Water Softner Whirlpool ~ Floor Drain 1 Local Waste Lavatory 2 Lndry Tray 1 Clothes Wshr Toilet -----..1 Disposal 0 Bidet Res. Sink ~ Dishwasher 0 Beer Tap Bar Sink 0 Sump Pump 0 Lab Sink Water Heater -----..1 Classrm Sink 0 Sterilizer Site Drain ~ Breakrm Sink 0 Dip Well Roof Drain ~ Ejector/Grind 0 Drink Ftn Misc. 4 Trench type interceptor for commercial laundry Fixtures Contractor Plan WATTERS PLUMBiNG Wait.St. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink 1 0 53 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 Shamp Sink -----.<J FlrlWst Sink -----.<J Catch Basin -----.<J Wash Ftn -----.<J Urinal -----.<J Standp Rec 0 Ice Maker -----.<J Gar Drain 0 Soda Disp -----.<J Create Date 01/18/2006 Value Coffee Maker Int Grease Trap Ext Grease Trap RPZValve Eye Wash Statn Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs $8,926.00 -----.<J -----.<J ~ 0 -----.<J ~ ~ -----.<J ~:~~~~ure rlumbing lor new laundry facility per approved state plans in space 1571 W South Park "check #61546 I Size Material Type # Conn.Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inspector Paul Wolf not approved Sanitary Sewer Storm Sewer Water Service Date 3/10/2006 Type Final Faxed requestCALLED CONTRACTORNEED HOT WATER ON TO FIXTURES AND EXTRA LARGE CAPACITY WASHER WITH 1" SUPPLIES HOOKED UP BEFORE FINAL IS COMPLETED. DatelTime requested: 3/9/2006 08:28 AM Notice Type: Telephone Number: Access: ~ontact Jim 427-4425 Ready DatelTime: 3/9/2006 08:28 AM Requested By: WATTERS PLUMBING-Jamie 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid 920-723-8125 .............................m......m...............--m...mm...m......................""""",',,,""""""""""'"""""""""""""""""""""""'......_......m . JobAdCress 1561-1571 W SOUTH PARK AVE OWner NINAS INVESTMENTS II LLC Plumbing Permit Work Card Permit Number 117915 Contractor WATTERS PLUMBING . Plan Wait.St. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink 0 0 0 0 0 ~ 0 0 1 Size # 0 0 0 0 0 Conn. Type Material Type Sanitary Sewer Storm Sewer 0 0 0 0 0 Water Service 0 0 0 0 0 Date 3/21/2006 Type Re Final Inspector Paul Woll Shamp Sink ~ FlrlWstSink ~ Catch Basin ~ Wash Ftn ~ Urinal ~ Standp Rec ~ Ice Maker 0 Gar Drain 0 Soda Disp ~ approved Create Date 01/18/2006 Value Coffee Maker Int Grease Trap Ex! Grease Trap RPZ Valve Eye Wash Statn Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs $8,926.00 ~ ~ ~ ~ ~ ~ ~ ~ I DatelTime requested: 3/21/200610:51 AM Notice Type: Category 440 - Industrial-Interior Bathtub 0 Shower ~ Water Softner 1 Whirlpool ~ Floor Drain -----1 Local Waste 0 Lavatory ...........1 Lndry Tray 1 Clothes Wshr 53 Toilet 2 Disposal ~ Bidet 0 - Res. Sink ----.-.!J Dishwasher ----.-.!J Beer Tap 0 Bar Sink ----.-.!J Sump Pump ----.-.!J Lab Sink 0 Water Heater 1 Classrm Sink ----.-.!J Sterilizer 0 Site Drain ----.-.!J Breakrm Sink ----.-.!J Dip Well 0 Roof Drain ----.-.!J Ejector/Grind 0 Drink Ftn 1 Misc. 4 Trench type interceptor for commercial laundry Fixtures ~:~~~ure IPlumbing for new laundry lacility per approved state plans in space 1571 W South Park "check #61546 Telephone Number: Access: /NATTERS-AL 733-8125 Ready DatelTime: 3/21/2006 10:51 AM Requested By: WATTERS PLUMBING 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid ---_-m m m ----m --m --- mm___h -- m m -- ---- -- m m m--m-- m m m -- --- m -----no m m m m m m--m mmm -- -...... u- u - m m m m m m m -- --mmm -- -- -- mm m m. ~ CORRECTION NOTICE / FIELD INSPECTION REPORT JOB LOCATION: /..:i-71 u.J._"Ío.R,..t.. hop CONTRACTOR: /;:::~//er- s.J.-~.L~,! PROJECT TO BE INSPECTED: TYPE OF INSPECTION: ~ City of Oshkosh Inspection Services Division 215 Chu.-ch Avenue, PO Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax (920) 236-5084 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 /CtEM'fICODE INSPECTION RESULTS J ~ ð 0 MailedIFaxed Print Name Company Signature: Date r March 16, 2006 Oshkosh Express Laundry Exterior Lighting Outside Sign (26) Receptacles @ 180 va General Lighting 5180 SQ @ 3 va (24) Stack Dryers 19-6 amps x 120V (6) 80# Gas Tumbler 5.2 amps x 120V (18) 20# Washers 6.6 amps x 120V (16) 30# Front Loader Washers r 9.1 amps x 208V (14) 40# Front Loader Washers 6.3 amps x 208V Single Phase Loads 152,064 va (5) 75# Front Loader Washers 208V/3/16 amps (1) 125# Front Loader Washer 208V/3/25 amps (1) 10 Ton R.T_D. 208V/3/44.2 (1) 12 Ton R.T.D. 208V/3/65.2 Total Load ~ 3360 va 2660 va 4680 va 15,540 va 56,448 va 6,490 va 14,256 va 30,284 va 18,346 va 152,064 va 422.40 amps 80 amps 25 amps 44.2 amps 65.2 amps 636.80 ~ "",,"' 10: 45 FAX 9207660499 KELLER, INC- 141001 fJ'. Keller Planners An:hltects I Bnlld.... Ojfi",in F.~Cili", Mi/wm¡k", IIYo.,," & Madilon ADDRESS N216StateRoad55 P.O. Box 620 Kaukauna, WI 54130~0620 PHDNE 920.766.5795 1-800.236,2534 FAX 920-766-0499 WEBSITE www.kelle<builds.com FAX TRANSMITTAL TO: ----1DjPn. OnV\1\ ha~~ COMPANY: --=rm;~+~c>Y\ SeF/'t,J,'ceS I WetlY eVl DATE: 3(7) D Co FAX NO: 'J 3 b ' SDõlf FROM: ATFAX NO: 920-766-0499 Number of pages transmitted (including this page): 'd COtntnents: If you have any problems with this transmission, please call me at (920) 766-5795. Thankyou! The document(s) accompanying this fax may contain information whloh Is legally privileged. The information Is Inlended for the use of the intended recipient named above. If you are not the intended recipient, you are hereby notmed thaI any disclosure, copying, distrlbution, or the taking of any actions Is reliance on the content of this te/ecopled information, exœpt in its direct delivery to the intended recipient named above is strictly prohibited. 03/17/06 10: 45 FAX 9207660499 KELLER, INC. 141002 ~ CORRECTION NOTICE ¡FIELD INSPECTION REPORT JOB LOCATION: k<'?;' ?t.J --""°, Þ. ,..1", h.,Q CONTRACTOR: .þ::f>//e,-- ..-:-11'-,'" ¿.t'-'" r PROJECT TO BE INSPECTED:Fy. f}f'~S Lo.t..."Jr'1 TYPE OF INSPECTION: HI)CtI' . ~ CityofOsbkosh Inspeerion Services Division 215 ChuTchAvenue, PO Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax (920) 236-5084 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 th8tt°m of this notice and return it to the Inspection Services Division by the Compliance Date of . --. M~ CODE e "" INSPECTION RESULTS ...;::",¡j\',':¡r~¡m:é;';;:,.¡;~" / ' ~ G ' . 1/// (' .::s;\( (,. '" ,~"c ,.../ -<ff,-I ' " ' v ,--" --"",cO - ....--....,. ~ <'. é) 0 MailedlFaxed Print Name Company Signature: Apr 12 2006 10:23AM QUALITY MECHAMICAL IMC p.2 9206871196 CHAPTER 4 VENTILATION SECTION 401 GENERAL 401.1 Scope. Tilis chapter shali govern the vcl1!il.tion of space. within. building intended to be occopied. This chapter does not govern the requiremenls for smoke control systems. 401.2 [Comm 64.0401 (1)] Ventilation required. Every oc- cupied space ,hall be ventilated by natural1i1eans in acco,-dance with IMC SccUon 402 or by mechanical means il1 accordance with IMC Secuon 403 and as specified in Table 64.0403. 401.3 [Col11m 64.0401 (2)] When t-equired. fa) Outside air. Mechanical vcntilation systems shall be operated top,-ovide a continuous source of outside air 10 all areas while people are pr«el1l. (b/ Operation, . Except as provided jn subd. 2.. the ¡-equired building exhaust ventilating sy"oms shall operate conùnu. ously whe.n poop!e arc in the building to providc thc amount L>f exhaust specified in Table 64.0403. No"" ChaptorCnmm 32 may «qui!"". :nmlnuou, n¡""Ho" of .'ome ". "'"" 'Y~<"", su",., purging 'y","",c"lor¡ðe"nrngc exh"""oe ¡.,d",- lei,¡ ex"",,1. 2, Subdivisioo I. doe< notapplytoal¡ of the following: ". Toilcl rooms with two or fewer [mal water closet, or urinals, irtbe required ventilation is provided when thc room is occupied. b. Sbower room, with two 0" fewer ,howerheads if the rcqLlircd ventilation is provided when the room is occupied, e. Common rcsidential laundry rooms with a total of four or fewer washers and dryers if the required vcncilation is provided whcn the room is occupied. d. Mechanical exhaust systems for l1atatoriums even when the hllÎlding is l1<1t occupied. [B] 401.4 [Comm 64.O401l3)]Exits. Vestibule vel1lilalion for smokeproof enclosures shall be in accordance with the !Be. 401.5 OpeniDg location. Outside air exhaust and intake open- Ings shaJi be \ocate<i a minimum of !O feet (3048 mm) frol11 lot lines or buildings 00 Ihe same lot.. Where openiogs front on a streçt or public way. the diSla,nce shail be mea.<ured to tbc cen- terline of the street or public way, Ex.eplioD: Group R-3, Comm 64.0401 (4) (al Additional requirements. I. Mcch,mìcal and reqùired gravilY out:;idc air intake openings shall be located a minimum of 10 feet (3048 mm) from any ha:wrdous ()f noxi<1us !:oo. lamiHant such as vents, chimneys. plunbing veot<. sireets. alleys. parking Jots and oçalingdoeks, ex- 2002 WiSCONSIN ENROLLED COMMERCIAL BUtLDING CODE cept as otherwise specified in this code. Where a SOurce of contaminaßt is located within 10 feet [3048 mm) of an in rake opening, such npening shall be located a minimum of 2 feet (610 film) be- low the cootaminant source. 2, The lowest side of outside air intake required open- ings shaH be located at least 12 inches (305 mm) vertically from the adjoinmg grade level. above ad- joining roof su¿faces, or above the bottom of an t\J'eaway. 3. [fan outside aU-intake is located in anareawav, the a,'eaway shall have a horizonta! eross ,ection ~ual to or greater' than the free area of the outside air in. take opening. 4. For health care facilities, all of the following shall apply: a. Except as provided under subpnr. b., outdoor air intake, shaLl be located al least 25 feet (7620 rom) from exhaust outlets of vcnti- lating 'ystems, combuStion equipment stacks. medical.surgieal vacuum systems. plumbing vents or area., that may coJlect vehicular exbaust or other nouous fumes. b. Plumbing aod vacuum vents that terminate at a icvei above thc lOp of thc air iotake may be located as clo,e as 10 feet (3048 mOl) to an outdoor air intake. e. The bottom of outdoor air intakes serving eentr.ilsystems shall be located.tleast6 fect (1829 mm) above ground level Dr, when installed above the roof. at least 3 feçt (914 mm) above roof level. d. Exhaust oullc!:s from ar<= that may be contaminated .ball be located above roof lcvcl and arranged to minimize recirculation of exhaust air ißto lhe building. (b) Exceptions: I. The setback distances as specified in ¡MC Section 401.5.1 shall not apply to the combuSlion airiotake ofadirect vent appliance. 2, Vnles> a greater distance is specified by thc manu- facturer, cxhaust openings for I ()() cfm or less dis- charge shall be localed at least 12 ioches (305 mm), measured io any direcUon, from dOOI> L>r opeoable windows. 3, The IO-fool (3048 mm) minimum separation does not apply to the intake and exhaust of a !Ì1etory- packaged rooftop unit or other listed outdoor ap- pliance provided nothing restricts air /low around the unit. The exhaust and intake of the unit shall be located to minimize contamination of outside air. M.21R Ma~ 09 2006 11:05AM qUALITY MECHAMICAL INC 9206871196 p.2 BUILDINGS, BV AC, COMPLIANCE STATEMENT SBD-9720 This form is required to be submitted by the supervising professional (architect, engineer, HVAC designer or electrical designer) observing construction of projects within buildings with total areas 50,000 cubic feet or greater and bleachers (Comm 50.1 OIComm 61.50)- Failure to submit this lorm may result in penalties as specified in Comm 50.26/Comm 61.23 and/or locai ordinances. This form must be submitted prior to the plan approval expira~on date or another submittal may be required. 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 building inspection office and . Safety and Buildings, 10541 N 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 secondal'ý purposes [Privacy Law, s. 15.04 (1)(m)]. 1, PROJECT INFORMATION: Please fill in lhefollowing with information from your plan approval letter. Transaction ID Number 1235991 Site Number 707409 Site location (number & street) 1571 Hwy 44 [)II City 0 Village 0 Town of Oshkosh County of Winnebago 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: 0 Building Object iO# D HVAC ObjectlD# 1060219 0 Lighting Object 10 # 0 Partial Completion Description 01 Portion Completed Statement of Substantial Compßanc9 To the best of my knowledge, beliel, and based on onsite observation, construction of the following building andlor HVAC ijems applicable 10 this project have been ccmpleted in substantial compliance wijh the approved plans and specifications. CJ BUILDING/LIGHTING ITEMS 1. Structural ",stem including submitta I and erection 01 all building components (trusses, precast, metal building, etc.) 2. Fire protection systems (sprinklers, alarms, smoke detectors) designed, installed, and tested (Including forward flow on back flow devices) by appropriately regjstered professkmals 3. Shaft and stairway enct"'ure 4. Exits including exit and directional lights 5. Fire-resistive construction, enclosure of hazards, fire walls, labelec doors, dass i)( IIVAC ITEMS of construotion, lire stopped penetmtions 6. Sannaticn system [toilets, sinks, drinking facilities) 7. BatTier-free including Comm 18 elevators and lifts B. Energy envelope requirements 9. All condniDrls of building plan approval and applicable variances The following items are not in compliance and must be addressecl: A) IJJ 10. Exterior iighting & control requirements 11. Interior lighting & control requirements 12. An condnions of lighting plan approval and applicable variances 1. HVAC system including final test 2. All oonditions 01 HVAC plan approval and applicable variances B) C Statement of Noncompliance Due to the following ¡¡sted violations, this project is not ready lor occupancy: C) C Supervising Professional Withdrawn From Project (Use Aor B above 10 indicate project status as of this date,) D) 0 Project Abandoned 3. SUPERVISING PROFESSIONAL SIGNATURE FOR: CI Building )Q HVAC Q Lighting Thomas I Lenz Name (please print or type) Phone number 920-687-129 Customer ID N 650258 --_Signature SBD-9720 (R.02I2004) Buildings, HVAC Compliance Statement SBD-9720 This form is required to be submitted by the supervising professional (arcttited, engineer. HVAC designer or e/edJicar designer) observing construction of projects within buildings with total areas exceeding 50,000 cubic leet or grealer and bleaChers (Comm 50.101Comm 61.50), Failure to submit this form may resullin peneRies as spedfied In Comm 5O.26/Comm 51 .23 and/or local ordinances. General Instructions: Prior to the initial occupancy of new buildings or additions and the final occupancy of altered existing buildinge, submit this completed and signed form to: . The municipal building inspection office m!!! . Safety and Buildings, 10541 N Ranoh Roed, Hayward, WI 54843 Persorœlinformation you pl'Ol/lde maybe used lor secondarypur¡>osll8 (l'riVIICY Law, e.15,O4 (1)(m)J. 1., PROJECT INFORMATION: Please fill in the following witt! information from .your plan approval letter. Transaction ID Number 1213747 Site Number 707409 Site location (number & street) 15'71 Highway 44 0 CRy 0 Village 0 Town Of 08hlro8h County of WlnneballO 2. PURPOSE OF THIS STATE:MENT: (Check Box A. B, C, or D to indicate purpose and complete any other applicable boxes and information. Attaoh additional pages if necessary). Check those which apply: 0 Building Object 10# 1051122 0 Lighting Object 10# 03/17/2006 w ¡ seo " 19202365084 10:09 0 Partial Completion NO. 769 ~02 0 HVAC Object ID# Desc~ption of Portion Completed A) 0 Statement of Substantial Compllanœ To the Þestof my knowtedge. belief, end b;!Slld on onslle Ob""rvallon, conslructloo of the following building end/or HVAC !lam:¡ applicable to this project haw been çompletÐd in substantial compliance with the approVðcf pla/!6 and opeeIficallolls. 0 BUILDINGIUGH11NG ITEMS 1. SlruClUralayG1em inciudlng submittal and erection of ell building components (troaSas. precast, metal building, etc.) 2. Fire pro_n systems (ep/inlders, alanns, smoke dEI_IS) designed, instaDed, and tested (Including forwalll flow on Þacl< flow C!eviees) by appropr1elely registered professionals. 3. Shaft end staltway enclosure 4, e.its Inoluding axil and dlreOlionallights 5. Flre-reaiaß1/e construction, enclosure of .iZards, fire wells, labeled doc,", class of COII8lfuctJon. fire stopped penetrations 6. Sanll8rJon eystem (toilets, sin~. d~nking facilities) 7, Baniar-maa including Comm 1 B elevato... end lifls B. En¡¡rgy envelope requiren1Snts 9, All conditions of building plan approval and eppliCable var1enœs The following - ere not In compliance and mll8t be addlll8llsd: to. Exterior lighting & comr..lreQuirementa t1. Interior lighting & control requirements 12. All condUions of ligtding plan &)>ID\ISI and applicable wJianœs 0 HVAC ITEMS 1, HVAC system inciudirlg final test 2. All conditione of HVAC pian eppmvaJ and applicæ>llt vaJianœs B) 0 Statement of Noncompliance Due to the following ii.ted violations, ¡hi. project is not ready for occupency: C) 0 Supervising Professional Wlthdr¡lwn From Project (Use A Dr B above 10 indicate proje<:lStalllS as oIlhis dale.) D) 0 Project Abandoned 3. SUPIõRVISING PROFESSIONAL SIGNATURE FOR: 0 BuUdlng 0 HVAC 0 llgh6ng Kell S erl Name (please prInt or type) Customer 10# 6S0453 Signature Phone " 820.768-7936 SfI!).97:>O(ROI/2003) 31712006 r'~' 17:56 WIseD -7 19202365084 NO. 982 ~01 Fax Transmission Cover Sheet. Date : G"'1~(9ro DeliverTo: Au.fjtJ 'DA-~I~¡::¡Z RE: -~XP(2.~>5' LA-tJf'!D/Z-Ij Fax No.: N9652 Higbline Road Kaubuna. WI 54130 Tele. 920-76&7936 Fax. 920-166.7979 ~r!!I!t: ~~u~ S~(l..1.. Total Pages Including Cover : ~ Comments : II- L /..11 ¡J - 111 (( 2. S .(€í"'~S A(L~ 111\5 9~tl,S fotL ntl( ~ ~f' tJrJ rr $c..fI£e..N".J& f'r-r n~ ~P(Lt;¡S> .!-A-VfVDa.i--ff\'C.)Ll~ p~ veulL 9-!€'~ ue~ 1'", ~~mYU- 05/04/2006 17:56 WISCO -? 19202365084 VI ii -<t. ~~ <!& ~a l "::3 </'t \-. ìl: '::I:) <II.J --8 ~ ~~ Æ~ ?:l ~ I ~ ~g .Jc;:!, ~~ ç:S ~ ~ ~~Ë "'~ -z..::! aÚ ~~ '2. ~~~~ 1 '>1~!~ ~I ¡ e~~~ fËÆ'Z.~ ~~g3 I it i~:: 1 ~§ ::J. ~~ U)~ ~~ ~ . c:A~~", ~i~~ !}!~ ~ ~! IJ ~. ,>~ ~S '2. ~~ -i"lA '$ ~i NO. 982 [;102 ,-- I I ,! -.\ 4,.\u -~ ~J ~< 4. 05/04/2006 17:56 WIseD" 19202365084 NO. 982 [;)03 4)(4- ~l - V I N,,\ I. ClD-JIé(l. / LA- ffil,A1. I ~ G*, s(.\fPaf&1" ~1.éS ~ r'E"t-lc.e "it> l2-íU. , . . . . . , . . , , , ,V,!'I~L fe~rt sec.i1o¡J " , , . - ecJ~l ~ ' \2-W I:){\~T " ¡2ø'F b,,~ ~~ I?Ø\'M ~~1.. e,(l,At~~'Í /. ~)~ ~T&¡c. $~S ~)(.I'fi!;¡. $eAM $l)ffC{?f DDLUf1.iN l ~ "fll~ - tì(7¡.JN f(JOM ~Ia\M to "'~~ AirAC-l1IØ> 1ð $-æ~\... ~~~ .III ~ (., ~c.. £t;r¿.e,¡...IS @~.. o.c. ~AL. t-Jo $C::A-I..' 3E:"CT/ oN ~ * ffi~~ffi 15:00 WISCO " 19202365084 NO. 995 "01 Fax Transmission Cover Sheet. t; ~f ,(), Deliver To J}U'1 ¡J f)/tf'/ffr;¡ff RE: ~ffJ45$. tM~ Date: N9652 Highline Road Kaukauna, WI 54130 Tele. 920-766-7936 Fax. 920-766-7979 Fa(No,; F~m: ~ ~ ToiaiPages Including Cover: '3 Comments: 05/08/2006 15:00 WISCO .. 19202365084 NO. 995 G/02 Kelly S, Sperl Architect. AlA N9652 Highline Road Kau.kauna, WI 54130 Tele.920-766-7936 Fax 920-766-7979 E-Mail ksperl @ new.iT.com May 8,2006 Allyn Danhoff - Bldg. Inspector City of Oshkosh 215 Church Street Oshkosh, WI 54901 Re: Oshkosh Laundry - Equipment Screening Allyn, The construction of the fence screening that I sent you. details of, along with a letter dated April 4, 2006 meet the design wind load requirements Dr 15.5 psf as required in the building code. I've attached the calculation trom my structural engineer showing this calculation. Please give me a call if you have any questions. s. hs~-AC~hw Architect c Kip Golden -- Keller, Inc. ".""""""""",.,, ",,"\<:>C (Jill ~'~""" .:,' ~ ""."" ~.lf? '., l ""."r-I' '...;6P \ f t¡: K;_~'r oS, ',,^ 'á . . "PeR' . '"' - ~ : ,\,78.97 : ~ % ". ,c,PPLETON ¡ .~ . . "'1 " '. ~;. -<7 '. I,. ..'", ~~ '<. '1)\""""".." C .$ ~~>", C N ~ l' 'e. <.'~..", """""..,....""" Page 1 ofl 05/08/2006 15:00 WIseD.. 19202365084 ~03 NO. 995 LARSON ENGINE2RING, INC. 1500 N. CASALOMA DRIVE, SUITE 302 APPLETON,WI 54913 (920)734--9867 Copyright 2000 by Tondelli Engineering, II.A. TBII\Pil. Florida CUS'I'OKBR : ~ress tJaundry Center - Oshkosh. WI JOB NUMBER : 31050510 DESCRIPTION: RTU Screens - Wind LOäd DATE: 5/5/2006 ... œSIGH WDID LOADS - ASCI: 1-98 ... .... COMPONEN'l'S AND CLADDING u" WIND VELOCITY "' 90 MPH EXPOSURE CA'r2GORY .. C BUILDING CATEGORY '" 2 IMPOR'l'ANC2 PACTOR .. 1.00 Kzt .. 1.00 ROOF SLOPE .. 0.25 : 12 TRIBUTARY AREA .. 60.0 FT2 MEAN ROOF HEIGHT .. 16.0 FT DISTANCE. Z .. 16.0 FT GCp (i-) GCp H PRESSURE (p$f) SUCTION (psf) fl31 (1.19 DEG) Kh.. 0.86 Kz .. 0.86 qh" 17.8 pap qz .. 17.8 PSF WIND LOADS WALL AREA 4 5 0.776 0.776 --0.866 -1.013 13.9 13.9 \c¡;.s I",&P ~"".::. Lo....~ ....,r 'P.'t\A. S""~.J!Õ a=qh[(GCP) - (GCPi)] . GCpi = 0.00 BUILDING WIDTH = 120.0 FT a 4 b CORNER DISTANCE, a .. 6.4 FT "".. j commerce.wi.gov ~ !~EPJ1!JX! February 14, 2006 CUST ID No. 650258 THOMAS I LENZ QUALITY MECHANICAL INC 1715EELMDR PO BOX 162 LITTLE CHUTE WI 54140-0162 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/14/2006 SITE: Express Laundry Center 317 City Center City of Oshkosh FOR: Facility: 669258 EXPRESS LAUNDRY CENTER 317 City Center CEIVED Salety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyie, Governor Mary P. Burke, Secretary FEB 1 6 ?OO6 DEPARTMENT OF GOMMU~IITV nf:VFlOPJI!I¡:NT 'A1'1N: /fu'il'll'iñgs ,&'"Slruciures Inspector BUILDING INSPECTION CITY OF OSHKOSH POB 1130 OSHKOSH WI 54902 Identification Numbers Transaction ID No. 1235991 Site ID No. 707409 Please refer to both identification numbers, above in all corresDondence with the aœnc". Object Type: HV AC ICC System Regulated Object ID No.: 1060219 5,255 sq ft Area Heated 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 10 1.0 I (1 0), 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: Comm 61.36(1)(a) & (b) This approval will expire 2 years after the date of approval of the building plans if the building shell is not closed in within those 2 years. Also, this approval will expire 3 years after the date of building plan approval if the work covered by this approval is not completed and the building ready for occupancy within those 3 years. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives ofthe 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 oftand, an Erosion Control Notice ofIntent (N0l) 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, q l~::ß~\~ John D VanBuecken Engineering Consultant, Integrated Services (715)524-6852, Monday - Friday 7:45 am -4:30 pm j vanbuecken@commerce.state.wi.us Fee Required $ Fee Received $ Balance Due $ WiSMART code: 7648 cc: Peter R Ochs, State Building Inspector, (920) 948-3500 , Friday, 7:45 A.M. - 4:30 P.M. Mike Kajian 320.00 320.00 0.00 ~ OSHKOSH ON THE WATER Issue Date ~- INSPECTION SERVICES DIVISiON ROOM 205 DEPARTMENT OF COMMUNITY DEVELOPMENT CORRECTION NOTICE CITY OF OSHKOSH 215 CHURCH AVE PO Box 1130 OSHKOSH WI 54903-1130 Compliance Date 4/1/06 IMMEDiATELY Compliance No Address 1561-1571 W SOUTH PARK AVE Sentto ~ Owner Name 1 NINAS INVESTMENTS II LLC Address 317 CITY CENTER City OSHKOSH State Zip Code WI 54901 -0000 --- ~ Required lor Occupancy 1 Occupancy Commercjai Introduction Provide copies of the tested/listed fire rated assemblies for the penetrations of the one hour mechanical room. Item # Compliance Date 04/01/2006 IMMEDIATELY a tested/listed firestop system. This bmiUal to this office. Description 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 4/1/06 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 Si9:::::: ~e inspected. Date < (y J 0 fa 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: I KELLER STRUCTURES I 1 1 I I 1 PO BOX 620 ~ Bldg U Eiec U HVAC U Plbg U Designer U Other U Inspector KAUKAUNA WI 54130 -0 --- --- --- --- --- --- 10791 Page 1 011 UUU3/ ~UUö FlU 14:lU FAX ~OO2/006 , , Larson Engineering of Wisconsin 1500 North Casaloma Drive, Suite 302 Appleton, Wisconsin 54913-8219 920-734-9867 Fax: 920-734-9880 www.larsonwi.com E8larson February 03, 2006 RECEIVED Mr. Allyn Danhoff City of Oshkosh Inspection Services 215 Church Street Oshkosh, WI 54901 FEB 0 7 2006 DEPARTMENT OF COMMUNITY DEVELOPMENT RE; Roof Top Units at Express Laundry Center - Oshkosh, WI Dear Allyn; Kener Structures proposes to replace an existing roof top unit (RTU) with two new RTU's at the already in p!'Ogress renovation of the existing building located at 1571 West South Park A venue (5TH 44). Per information obtained from the Contractor, the weight of the RTU that will be . removed is estimated to weigh at least as much as the weight of each of the two RTU's that arc proposed to be added. The weight of the two new RTU's is estimated to be 750 pounds each. The two new RTU's are proposed to be supported by two existing stee] support beams. Bach beam is supported by four existing stee] support columns, Each existing support column is located on a separate existing steel joist below the roof decking. The dead load weight proposed to be added to each existing steel joist in the area of the existing support beams and columns is approximately 250# (including an allowance for the RTU mounted equipment screens), The ceiling tiles and suppol1ing metal track syslern has already been l'emoved from the building roof structure as part of the renovation. This reduction in roof dead load in addition to the weight of the RTu that will be removed offsets thc weight of the two new RTU' s and screening. Minnesota Illinois ì Wisconsin Georgia Missouri Arizona OUO3/2006 FRI 14: 10 FAX ~ 003/006 Windward snow drifting against the RTu's and screening was evaluated, Stresses in the existing joists actually appear to be reduced with the drifted condition (compared to the non-drifted condition) sjnee snow from along the span of the joists would be moved by the wind towards the end 01' the joists (up against the RTU's and screening) [0 create the windward snow drift Hence, the existing joists and joist girder appear to be adequate to support the propüsed addition of the two new RTU's and RTU mounted equipment screens). If you have any questions or concerns, please reel free tü call me at (920) 734-9867. Sincerely, ;;..... ¿<"'.,A~-,,-e1 Bdan Endter, P,E, Project Engineer Larson Enginccling of Wisconsin Enclosures: 3 pages 02/03/2006 FRI 14: 11 FAX La.,on Eôngine".ing of Wi'con,in 1000 No"" °"""0"'" 0"",. S"", 302 MplOlon, Wi"on,¡n "4"13'0"," 900.1:"'.8867 Fa" 920.73'.9880 www.!omoncngr.cbnl s.YBJEO" \'::..\(\"I">....';,s::; ..é.S:".\~.'.\:"\':..F<. œ Larson \"':'1" <:0."..,\",.\ \.."-,.,.,.:,,:.\..\r,-\..,,<:.,,...._\.--~ """""";'~"X""'"""'-)í1...') '; í"-XI\;TI"--<; I',""." T'" I",.'" ,;I:'M"'J(f..."" 1]>1\,:-.\<:...,\--\\ ",.,,'1:"\MI'-\\":~" ~ 004/006 SHEET NO.. OF J PROJFCTNO.. ";",\'~\;'-)::'II.) ,-'~\() BV ìt,ç;;. DATË \-,..,-,-\."..C.. ~..," "'j';;';"" M,\\..""A'A'/~ \..2) ("'\".\'N \'..\,/0,' ., \"..1 pl..A. <.,,~ ')\" Ì'.e,IV\"~ '0,<:;' "'\ <;; '" .,... O::'Ä..",....~.\ \...\\C'i'.."\\"'",\~~ ""c.",..,',:" 1.1..."'..'.... I':...', l.,..."",. I", . ""'.:'" J ',.J-.,\,:""',..\ \>..:IV' '\~\C.i~... í I I I I i >1 ,.,' '-'..,11"'""."".. ) 02/03/2006 FRI 14:11 FAX l.arson En!ineerin! of Wisconsin 1 ,¡OO Norih C""'o'"" O,iv.. SU;'. '<0> App'clO'" Wioconoi" 54913,8210 ~,"O.'134."B6" F", $'~O,n4.9880 www.I«,soncng,.m", œ Larson \';),,) 1..1 \""'i SUBJECT ,:',.y,pi"C;:".'>.. ...s,::;..',," ':doll".. l..¡"-",\\,,,,":'V""'I """'" ^'" \'.,..11\ ' " ~ 005/006 SHI:-;I',"f'NO, "'L PROJECT NO. BY 1'"1,,, .0.. \31"',\-\ """1"."""",.(", "'f'- \;i.À<,..\--1 I,>.'j'vl ,-..."1-""",, -;:I"o'>:"\'" \'S""""", "'.jþ'" """~'I""""" 1""';',1'"".' """"'\/V,) ..', 1'/11,.,,-, \'."',.,, t..","."" 't.,-, J',' ~ " ",,;,,"' ~- 'I' 2.:):~.r:;. "," "",."", L""p", ",1'.'".,""""'"".,- """""""" (,.1. "'., ',,".,IC\ ""',.,'"'".', \"""..--""'" C";\"""")\\.'~"$\"") "\,,'?.'> ""... -J""f'C' "'; ,:,:.1:";- """ ;..'" I_"~ A._c", 1'.1"'. Ie. I',. II_' '-"'.", \"",",>0.- ':¡",,'" , """'- ,'" '.'~ ",," ì >"-",:""\,,,,,"\"')\\"""'"^i"'J" \:~, ',~ '-, "" 1'"',--,"",.""",, I~.,." ò",-r-.'" I...." r,,", ."" J-"""" ç:j",~""""", À"""', I;:, ")..\"",;",")'- ~...\,).$-..,,"') '>. ,""""'" "'.M,""" I,"",'-';;",,::,'~ '¡'..C:. """""".1 "'",..,~ """"\ ',....<;;.c,~' ,,," ,""M";"",.", :::,If"'C',"'"""""",; "",",. ") ~"""""""\'...,, .3"",,"'" "'.1,1 "".'£:"""':'1'""".,' "','.M""".. ,." '¡', ""'....' ",.\. 'k" ,"""""',", ,.,", 1,\' "'"...\ "",\~"..,....".,..-",...,...:, "--,,,..,' """""", LÙ'." .:,~"..., 02/03/2006 FRI 14:11 FAX ~ 006/006 Larson Engineering 01 Wisconsin 11>00 NoeIh C"",lom" D,'¡vo, guile 302 ^PplGl"", W¡"O"$ln 54913,8219 920,134.0867 Fa" 920."I34.$B80 www.l"rMn"O9'"""" i Larson SUB.IECT 10.1'\"1"..."'..\..( \".. !",,-\,,-, ""c,,"'l S,",E"'" NO, ~ 0""3 PROJECT NO. ",."(,,';'r.:,,;.;.\(),,,\,~ I3V.\<, ':'. I)AT(; '?", '" ."~,',k."<".",;.\.,,. S,...", 'A.¡ ("~I't.. ~ J,.."A.:",lkIC, ,"-'\' 's v1 '\....h\",', ÄI"'~ 1,\""6" .'1,'-1',,\'1"""" h'\'.I'," l..",.""""",-) <;', ::",-"'.." "í \.\ C'" P.." '>'""""';("" 1\'.\ '0."" Ù;;'-'\.\" \lIt".". """<,,, """.'.> ',","'N"")".;,,\~... ("".w-- L.,.' ".1"". ,.";.,,, "yo I'>.."""^' \~ A.", ¡::",.';;' ':)""", ~. ";\""".1 "..j """""""" 1'.".'.,> ¡"I,.., (".~, '--";""Ò'. 'y,",.' 1" \"i<" ry... '.F 'W'N""""""',("..('",,.,ç, '.11,"\ v-v "^ ",'-'.X'. """S-',.. .\;\"""'..1 .- "'" ", !..,e- ,."". "r...' I" ~\"I', '....' Ii':;" '«'H'1\j,..,."..,,~ \->" .\ 1'".,'\ /-""". ,"n,:.,.n.'."" , 1',,""\ ","'" ::~'-"'W 1.."'"'" ,',> :,\1';'" ". S' "1.'- ....\ "v",..,..,.:,....,",. 1 :;:\..\\"..1'-'('" 'I"'>"!') "..' :n>"; -,.. "'.v."'". 'ç:" \"..,.,1""" ¡""""'. "",., ¡"..':'V,j>..,....I.,,'~ "'.':"""-,,\'" ,;', ~,:"." "':'<:'" '"'" " ò.."., ,-\ ""..", ".',.., "'"..' "1"",",' :~.<.:."'...",;""." "...., '0; ",' """" "..r r..':"-, ~.,\..,t,\',..." \..1 I'.':,'.,," 1'1'."")" "."""i'--> I t'..., '1'\.\\,.\>.. I.': "",<" ,"1'1 \..>', "', ">." "..\'. ~ "",,'.,,'" '.,.",'\ , ¡'.I,"". ('d:.(,~,.",\\:...., Larson Engineering of Wisconsin 1500 North Casaloma Drive, Suite 302 Appleton, Wisconsin 54913-8219 920-734-9867 Fax: 920-734-9880 www.larsonwLcom œLarson January 25, 2006 Mr. Allyn Danhoff City of Oshkosh Inspection Services 215 Church Street Oshkosh, WI 54901 JAN 2 6 2006 !\,"~ ,)¡;;J.JARTM¡::NT OF CC:,ikiJNiTY DEVELOPMENT RE: Roof Top Units at Express Laundry Center - Oshkosh, WI Dear Allyn: Keller Structures proposes to replace an existing roof top unit (RTU) with two new RTU's at the already in progress renovation of the existing building located at 1571 West South Park Avenue (STH 44). The weight of the RTUthat will be removed is estimated to weigh at least as much as the weight of each of the two RTU's that are proposed to be added. The weight of the two new RTU's is estimated to be 750 pounds each. The two new RTU's are proposed to be supported by two existing steel support beams. Each beam is supported by four existing steel support columns. Each existing support column is located on a separate existing steel joist below the roof decking. The weight proposed to be added to each existing steel joist in the area of the existing support beams and columns is approximately 250# (including allowance for equipment screens). The ceiling tiles and supporting metal track system has already been removed from the building roof structure as part of the renovation. This reduction in roof dead load in addition to the weight of the RTU that will be removed offsets the weight that would occur due to adding the two new RTU's. If you have any questions or concerns, please feel free to call me at (920) 734-9867. Sincerely, g~~ Brian Endter, P.E. Project Engineer Larson Engineering of Wisconsin Enclosures: 2 pages Minnesota Illinois Wisconsin Georgia Missouri Arizona Larson Engineering of Wisconsin 1500 North Casaioma Drive. Suite 302 Appleton, Wisconsin 54913.8219 920.734.9867 Fwc 920.734.9880 www.iarsonengr.com SUBJECT E\L\,,~ECS c.>=.\..>r'F R LAy. \-,~I'-\.!, SHEET NO. \ OF 1- PROJECT NO. ~\.","'<:>S:-\\.:) . 0\0 BY \,,"- DATE \-.....~~'" œ Larson ';, "1<;; ò"'" M "'-'l'v',^"^- ..,,'E..~ ç,,\\<.~""\2-.) /"/ )2 ~~ iÍ. "t""i /VI ~ ~ ,( ~ "oJ 1- 10- 0 {: rI s 'Larson Engineering of Wisconsin 1500 North Casaioma Drive, Suite 3û2 Appleton, Wisconsin 54913-8219 920.734.9867 Fax: 920.734,9880 www.larsonengr.com SUBJECT ~\LP f'.-¡;' <: '" ",e,...-.-\;..R. ~u,I-.:>"""'-'" œ Larson SHEETNO."1.. OF , PROJECT NO. SlUÇ-"S;-\c".c>\( BY ~~ DATE \-l'+~ ^-' :- """'\ <..\..""""'~¡;,,G...>:> ~ ..-1 CEIVED FEB 0 7 2006 BASE UNIT DIMENSIONS - 580F OUTSIDE AIR ~ S ~ S ¡ -2'-11 1/2' [9õ2J~ P/ ECONOMISER AND POWER EXHAUST 2'-11 1/2" [902J 1,0'-39/16" F/ DURABLADE EGON [90J r CORNER "B" I ~ "-57/8" [454J F/ DURABLADE ECON I 1'-61/2" [470] F/ ECONOMISER UNIT 580F ECONOMI$ER WEIGHT Lb Kg 62 28 62 28 62 28 62 28 090,091 102 120,121 150 STAND~J:I UNIT wW Lb Kg 870 395 880 399 1035 469 1050 476 NOTES: 1. Dimensions in [ ] are in millimeters. 2. ~ Center of gravity. 3. ~ Direction of airflow. 4. On vertical discharge units, ductwork to be attached to accessory roof curb only. For horizontal discharge units, field-supplied flanges shouid be attached to horizontai discharge openings, and all ductwork should be attached to the flanges. 5. Minimum clearance (local codes or jurisdiction may prevail): a. Between unit, flue side and combustible surfaces, 48 inches. b. Bottom of unit to combustible surfaces (when not using curb), 1 inch. Bottom of base rail to combustible surfaces (when not using curb) 0 inches. c. Condens~r coil, for proper airflow, 36 in. one side, 12 in. the other. The side getting the greater clearance is optional. d. Overhead, 60 in. to assure proper condenser fan operation. e. Between units, control box side, 42 in. per NEC (National Electrical Code). Between unit and ungrounded surfaces, controi box side, 36 in. per NEC. g. Between unit and block or concrete walls and other grounded surfaces, controi box side, 42 in. per NEC. h. Horizontai supply and return end, 0 inches. 6. With the exception of the clearance for the condenser coil and combustion side as stated in notes 5a, band c, a removable fence or barricade requires no ciearance. 7. Units may be installed on combustible floors made from wood or Class A, B, or C roof covering material if set on base rail. 8. "The vertical center of gravity is 1'-7"[483] for 090 and 102,1'-11 [584J for 120 and 150 up from the bottom of the base rail. REAR FILTER/ECONOMIZER ACCESS PANEL CONDENSER COIL \ 1\3'-6 15/16' [1091J CORNER 'A" i - ~~T - -- CORNER C WEIGHT (A WI ~ ~ ~ 1M æ ~ 191 87 2< ~5 1œ ~ ~8 100 & BOTTOM POWER CHART, THESE HOLES REQUIRED FOR USE WITH ACCESSORY PACKAGES - CRBTMPWROO3AOO (1/2", 31"- OR CRBTMPWROO2AOO, 4AOO (1/{, 11/:') THREADED WIRE REQURED CONDUIT SIZE USE HOLE SIZES (MAX.: '1, 24 V '/ "[22.2J 3/4* Power' 11~" [28.4J 11/4* Power' 13/4' [44.4] Igg¡¡ ~~: ~~~ Gas 11/,'[31.8] Gas 15/0" [41.3] "SELECT EITHER 3/4' OR 1'/," FOR POWER, DEPENDING ON WIRE SIZE. ~ " IZ L 0' -4 [1 0' -2 , [6~ OPTIONAL ECONOM i ZER HOOD 0'-3 1/8" [79J "K" .., RETUR~EM~c~rENING I ----_..J i "1>0/"" ,"" 9207669624 PAGE 01 ices Inc. FAX COVEJ\ F AeJL ArTN: \'1 FROM: E, FAX NUMBEJt b - NUMBER: FAX NUMBER: -7 24 ~;, -- PHONE NUMBER: ibb- ,:-;. TOTAL PAGES, lNG, COVER: 'ì "c- C",iI ? MESSAGE: ---...----------....---...---..-------..------.-....-.--- -~_~___:bdd_ÙJJ..-ií.f ~. (1-,\ $. ------.---...------------..--..---.- .._--_.... ----------.--.------------.-----.--- .-...- ---..------------.----. ----..----.-----..-..------ -..----------'------'--'-'-"--------'--'---- ---...--------.- -.--..-----.----..-..-------....------------ ._----_.~._- -'--"---"-'-----"'---"-'-'---------'------"--~-- 2;0 3Ð\7d Þ2;9599LO2;5 .~ £Þ:n " , . ,:1) ç; 'P ./:: 0' ::j ~ ~ '"0 . C . ::¡ ,,' '" ....J .c '" 0 .>¡; .I::. '" 0 9002;/,,1/£0 _!i.)(V& -I'f!;~(;-'i--.:k..df- - ~JIak~~~_L~- ~!/..~ ~ -_.-fr- ~ ~~ .L4y- 1f1' h - -~~ ~- 4--- .' Kelly S. Sperl Architect - AIA N9652 Highline Road Kaukauna, WI 54130 Tele.920-766-7936 Fax 920-766-7979 E-Mail ksperl @ new.IT.com Apri14, 2006 Allyn Danhoff - Bldg. Inspector City of Oshkosh 215 Church Street Oshkosh, WI 54901 APR 1 0 2006 OF Re: Oshkosh Laundry - Equipment Screening Allyn, The equipment screening material used for the Express Laundry roof equipment is equal to or less in weight than the material utilized in the calculations done by Larson Engineering - my structural consultant for this project - therefore the loading from the screening and the potential windward snow drifting conditions are still acceptable per the letter sent to you from Larsen Engineering on February 3, 2006. Please give me a call if you have any questions. w .."""""~"",,, ,~",: ~) ç t) !If "'~.. I',o,'!p. ""0".".'" 'I:, I> "',' ',~. ¡¡.. S. '0 .À .~. :: f:.r!: "p." '? § i A-íB97 g § ;¡ .. f\PP¡ [,TON!: ,~ ~. ..... iii, "'l" /1 'i:¡, - "". '.,0'..,':'-.¡1' .¡, v L'!, "~.'.-: v " '-" ';or C H S "" "" .-::;~ -"""",,:"'""'~"","'. Kelly Sperl- ACS, Inc. Architect c Kip Golden - Keller, Inc. Page 1 of! ~ « IJ 1I~!2 t¡"'~ d~ - 3 _cD. i'i~. \ øt¡ i5õ:¡ ~;:'~ xo- w..ø ~)I cD ~ ::>« I-IJ z <C --1 0.. ~ lL 0 0 Q,I --1 <C f- Q,li <C~ 0..: ø z Z WL ~O cD'" :lE~ ~~~ I -::> 9~~ ø IUZIL 1-""'0 J:ZO s:~œ: œ:- - -10NO) -1 -I- «0) ..... I Oz '--IUZ=> -O=> ÕZOo... ..! 1Uœ:0 ¡[)IL«I- I- ~I « 0...' ~I 0... o. l- i I I I I I I I I I I I I I I I I I I I I I z 0 ~ « > w -' w z w w~ c.r::~ 0 0: (/)~ 02103/2006 FRI 14:12 FAX ~ 002/006 Larson Engineering of Wisconsin 1500 North Casaloma Drive, Suite 302 Appleton, Wisconsin 54913-8219 920-734-9867 Fax: 920-734-9880 www.larsonwi.com ' wlarson February 03, 2006 Mr. Allyn Dauhoff City of Oshkosh Inspcction Services 215 Church Street Oshkosh, WI 54901 RE: Roof Top Units at Express Laundry Center.. Oshkosh, WI Dear Allyn: Keller Structures proposes to replace an eÚsting roof top unit (RTU) with two new RTU's at the already in progress renovation of the existing building located at 1571 West South Park Avenue (STH 44). Per information obtained from the Contractor, the weight of the RTU that will be removed is estimated to weigh at least as much as the weight of each of the two RTU's that are proposed to be added. The weight of the two new RTU's is estimated to be 750 pounds each. The two new RTU's are proposed to be supported by two cxisting stcel support beams. Each beam is supported by four existing steel support columns, Each existing support column is located on a separate existing steel joist below the roof decking, The dead load weight proposed to be added to caeh existing steel joist in the area of the existing support beams and columns is approximately 250# (including an allowance for the RTU mounted equipment screens). The ceiling tiles and suppo¡1ing metal track system has already been removed from the building roof structure as part of the renovation. This reduction in roof dead load in addition to the weight of the RTU that will be removed offsets the weight of the two new RTU's and screening. Minnesota Illinois Wisconsin Georgia Missouri Arizona 02/03/2006 FRI 14:12 FAX ~ 003/006 Windward snow drifting against the RTU's and screcning was evaluated. Stresscs in the cxisting joists actually appcar to be reduced with the (l1ifted condition (compared to the non-drifted condition) since snow from along the span of the joists would be moved by the wind towards the end of the joists (up against the RTU's and screening) to create the windward snow drirt. Hence, the existíngjoists and joist girder appeM to be adequate to support the proposed addition of thc two new RTU's and RTU mounted equipment screens). If you have any questions or concerns, please reel rree to (;an me at (920) 734-9867. Sincerely, ~i;,:;:> . l-- /Î.,<-ú.v¡ Brian Endter, P.E. Project Engincer Larson Engineering or Wisconsin I-¡-~ H_,.,{/t,t~] Enclosures: 3 p"ges 02/03/2006 FRI 14: 12 .FAX ~ 0041006 Lal'son Engõ«eetõng of Wõsçon.õn 1500 Nod" C"""loma O,lve. So;'" 302 "Oplc'o". WI"on.l" 54"'3'82'" 9.0:734.9867 Faxc 920.734.9880 www.I""onúng'.com $UBJECr E\<\'I""..'(',:.5:." \.".(,-;'\\)1:>\""'\ ..c~,..".,'\""\.':m'<"" SHEET NO... OF::; PROJECT NO. '~\.\;>S()Ä"I.\.) ,. (.)\CI Oy ì,~. D¡>;rE \-,-:,.,-\....."", œ Larson ¡'I"'..\". c'",-."",{ ~ ^-,.\,.:';.,.\l-.,_"".t-..t_- """"(""'~...7""'"";-"'\"J '; "'"X\';"""'_-'<:; 1'-"-'." T'-' "'."" \;"\",\\",,'J,,.,,;, \NI"O.\<::..,H'1; ",~"'M"'\\;""" ".."<c. -"\,~,),,. M "..." "A'^ ,.A. \"2) ""E""" 1>.."/0,' " ",oJ PI..A".C. <:-'\'-, i'.C'v\,,~ ".>..."'-> ,,-'tVI """'~ ." ":".."",.~.\ \.\\\,;/>....'J\ ,.;..c."" ""c".I"""" "'.""'..\--.. "..\. \,.",""'" \.'-';'..- ~~"'\".- <;"I\<.c::,:,'Y.. ) J \-.]-,i\,:"...\ 02103/2006 FRI 14: 12 FAX larson Engineering of WIsconsin 11;00 North C",olomo O,ivo. Suilo 302 AI>plcton, Wiseo"",, 54913-6219 9"0:134.""6l F", nO1~<4.""aO www."uso"c"g"",m œ larson \.~L) >"'"'N ~ 005/006 SUBJECT ':';,Y-~I"("""",~ , _....",,(;,~),,':d;,..)'>:... \...,'-,.,"'"\"",,,"\ -, SHLI,""" NO. PROJECT NO. BY I"::F,. 01' OAn: \-')":\'..c"«' "1",,--,," I"'..h.\'" ""'..,',1...\ ""'.'1""...\""'.(>, "'F' ('iA<'\--\. ~""'\,, 1-.1'/0.."",;; -;:¡.."",:.~. ('S I.:'. """'. <~.()<:",.. \'.",..,,',t,., ""¡"..I'~..." ",II"',,^,) ..'. IV""".. p.'", Lùl-.C', ..,,<, 'Ii,l ~ .,' -\,ö;"",, " ') ",; ,,'~. l ;',«(,:\.~~i;;::';\~ 'Nt) '\ ~"",\"""""\'...,, 'II"" l\(O"",," I.."",." """'.'"""""""'" \- "',....h, (".l"'.."..'I..,<, ',.,I.,'-i.., "":_~N,,' }<>'..<,- ': C,.: \. ,}...( ") \. '.. 'S t,." t. ) \. ..', -J"'," ";: ',:.1: "'...\ "\"""':'~ ",.....' """\ "C':' A", "", A."-,, Ic,,: \" ':. \ ,.." '..,' "" F<,'"",,- ':1""'" ""',""",,~ !'.'" ì (;, (1.""",,.. "".....,,", ""'-'", "" \ C,>,.\.' ) \\, '" \"'Y') " ?.",.., 1:"<',;", ".. "-""~r';"""'~ "'" "c,- Ò"CI'-'" I..."" " "n, ,Y<>"," ("II..'"".." ^"","c..b '"\-,,:;,,,") , .,. \ '),:'::">':..: t""",' c:> ,~ò",,"',",\...(, ""I,.., ,< \--\'\ "0,.\> ",.....,..-",..".^ '>--, """.C1 ',," \ ,"',S'", .", ',..\:,..".,.,........;,;.,.<> '""""., i,," ¡".""b c".,C::" "",.\ .:~:., 02103/2006 FRI 14:13 FAX ~ 006/006 larson Engineering 01 Wi_oonsm 1500 Noelh C"",loma O,'ivo, $"ilo $02 Applel"". Wi"""'ln 54913.0219 920:134.°"07 F",:.920:i.34.98BO www.l"rciOlW'91.COt1' J Larson SU\3.JECT C:Sï"I'.."':,\J:: ...",~,.:",'"(.""..\',,- SHEcr NO, ":, °""3 .. PROJECT NO. ':."C,'.;I,';.;'\\\.<ò\C\ . IW('-.f'. ¡)ATr' ?'--..'." "°" \.;",-,,1'1"1'...'1 s",..w '1" ':'~ilt., ~ I,..,,^.~,,"'-JC, A,', \\..\"^ '.j' y.J"""""",,'ÀI"', 1'1"\.,"':<..\.,.""",.1-.." t."".".,. I.. "I',"",...) >:;, S""""\"- Ii; I.t 1'.;\," 'v.¡ <0.", Ii.. 'It 1/'.',' wt",.., F"',,"~ \"IV,,", "'-"""" ""'- ¡,",. Ii., ,,.,'., ". I". 'E." ,\~ "--'-lA' ,~ fll,'", ';¡'O"" ,. .:,\'/,-"..1 ",j """""'-"-, i',p.." ~\".,Iq" "\'. I,.' ".. ~\" I,.' \~ r I' . -V, "~",,,\\i "I" """."""",\,.,.,," ". "."..., ç, .'i',"'"" 'J"';;.-, S:"""I..I ., 'j. b '.Ie. '.11. ,C\ ,1'1'. "--, "'S:'".H-'\¡"".,I....'~ ¡"" , ¡"'M" "--1<:;' (',1.".\ P""'.,, IT'.""--""."" \"-'"'" \,."p,," ,'" :,\;1,,-, S" ,.t .'. \i"'. ':;11.. P,_..,- ,.-.,.""',,. " \""\'>"",,"'.I~," !¡ ".I,\"'i'-,'... ",1_><'\" "'" :n,", -,.. \:""'. ". '", I..."¡,"-.,,, 1\, ,,-,\\'.. c"." /","'\"./,,1..\:"1 """-""'~..>""'\ "",.",\-",<:", "..'n" '",< t. r..'.' '-\ "~,,:.\,,.,,\,..N"""':; ~"',,$ "",('-V...\'"", ,', ""'-"\,...' 'W,'," '\" 'MII.."".,."¡"",, ~"'--"""""'" \,,' \"""(" "\;.,,')" <".'..CI\Ü,I I t'-.\ "t'I"'.'> t:. 0\ ';" I".""....\<. "..y" ,..,1, "", "',..",- '.:r-' 1("1 , 1'1"..,'. A'""",¿\~" "S'.".., " , " ,.,., " . . . , , , .' ' , "', '.' """. . t, FILL INEFIS TO MATCH ~XISTING. PAINT EFIS BLACK. '. , ',' . ',.,' ~ ,~. '. " " NEW BLACK ALUM, FASCIA CAP. NEW HI2" EFIS ON EXISTING FACADE, . ' , " " . , " ' . '. EXISTING STO~E F~ONT WINDOWS TO REMAIN, MET AL CAP, PAINT BLACK, .. . . , . . . " : "" ,"',' . . , , , , '. " , . ~, .., ," . . . :' '" ' .. "" " ',':' KNOX BOX REPLACE EXISTING ~611 DOUBLE DOO~ wI ~611 SUDER DOOR. RE~WO~K GLASS AS REQUIRED, NORTH SCALE: 1/B~-1'-O~ PAINT EXISTING EFIS BLACK, . . , .. " , , "" ' ,..,", ' .' '. ' " , , ' " " ." ' ' . '. " D D . , " ". , " ~, . ELEVA TION - PAINT EXISTING WHITE, FILL IN EFIS TO MATCH EXISTING, PAINT EFIS BLACK NEW 1 11211 EFIS NEXT TO NEW WINDOW. PArNTEFIS BLACK. REMOVE EXISTING EFrs COINS rNTHIS AREA, ALUMINUM CLOSURE ~ COLUMN. SEE DETAIL 'l/A5,0 FILL IN EFts TO MATCH EXISTING. PAINT EFIS BLACK, -. 19~1~1011 5JL\....!:iCtG,HI- NEW WINDOW IN 5ERV¡CE AREA. NEW 271-0" X 71-611 WINDOW. NEW 1 11211 EFtS NEXT TO NEW WINDOW. PAINT EFI5 BLACK, REPAIR EXISTING EFIS AS NEEDED. PAINT WHITE. I I I I . .. u ~ u I . I " I . I " I " I .. . - I " - " I 2 '-6. CL TO CL " . II 19' 7 1/2" I ' II . ~EXIS TING STEEL 0 3'-0" 4'-9 3/4" '-0" 4'-9 3/4 I 3'-0. FOR RTUf ~EAM " 1/, lit-) -- POS II "~ ---- LOCA TIONS 'I ï @ 8 I - -- ----' 750# ,/ " TU- TU-: . " 51-011 TALL ~M ~ M ENVISOR - I'") I'") JJ I SCREENIN ; AROUND (2 ¡ ~ r-.. I'") " ROOF TOP UNITS, I'") \ I 0 ~ , ... , , ' \~ ' , M \ M "I - I . 0 I 't") " x x x - x ----' -EXISTING II L 2011 JOIST I EXISTING ~EXISTING ~TU GIRDER BUILDING SUPPORT EAMS .. COLUMN, , I . I " " I II I II " " I B.92I PLAti 8 I I . " ,. NOII.TH I I II J & / ~EXISTING DRIVE & EXISTING DIRECTIONAL EGRESS ARROWS FOR GAS STATION EXIT ROUTE. & EXISTING PROPERTY LINE , ~EXISTING DRIVE ~ EXISTING PARKING~. AREA TO REMAIN, ~ NEW HANDICAP SIGNS AT BUILDING, , ~ EXISTING PILON SIGN, J NEW DRIVE-THRU WINDOW. EXISTING GUARD RAIL, GRASS AREA ~PROPOSED NEW 611 WATER MAIN INTO MECHANICAL ROOM. ~-EXISTING PARKING~ AREA TO REMAIN, ~ NEW WOOD FENCE AND DUMPSTER LOCATION, CORE ALL NEW POSTS. ~ " ,.,'.."",'.'." "",'.',,'.,. .'.',"" "" "'" "",.,..,.,."""", ,,' , , ,,' ""'" """'" ".'"""" , ",' '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ' .., """"" "."", .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.', '.'., (2) EXISTING PIPE BALLARDS ABANDON EXISTING WELL GRASS AREA 0 I 0 N / EXISTING CONCRETE SLAB . EXISTING PROPERTY LINE 365.0] +/- NEW PAVING AREA - 411 BREAKER RUN - 811 ROAD GRAVEL - 1-3/411 BINDER COURSE - 1-1/411 FINISH COURSE PROPOSED SCALE: 1» = 20>-0'> PLAN N = I. I . LAYOUT SITE 362,0' +/- EXISTING 3611 EXIT DOOR. / Òj\ 0' Ý) 'V ~EX¡ST!NG GREEN / . SPACE TO REMAIN, :y~ ~À/ ø- (~ ' ¡¿~ I ;{pI ~~/ . ~ ¡¡-, I / / / -I "/ SSU ED paR / . ~ ~~p Keller PLANNERS I ARCHITECTS I BUILDERS FOX CITIES MILWAUKEE N216 State Road 55 W177 N9856 Rivercrest Dr. P,O, Box 620 Suite 104 Kaukauna 54130 Germantown, WI 53022 PHONE 920.766,5795 PHONE 262,250.9710 1.800.236.2534 FAX 920.766.5004 FAX 262,250,9740 www,kellerbuilds,com . 1 a:: 0 LL -I 1.1.1 Q 0 ~ 1.1.1 a:: Q 1.1.1 (/) 0 c.. 0 a:: c.. c:: LLI I- :z: LLI (.) >- c::: c :z: :::) <:C I (I) (I) LLI c:: c.. >< LLI z _. (/) Z 0 (.) (J) - 3: / '"' :E: (/) 0 ::s::: :E: (/) 0 / . II co PYR I G HT N OTI CEil This design, drawing and detail is the copyrighted property of KELLER, INC, No part hereof shall be copied, duplicated, distributed, disclosed or made available to anyone without the expressed written consent of KELLER, INC. . REVISIONS & MISC. PLAN REVISIONS ~ MISC. CITY REQUESTED REVISIONS . PROJECT MANAGER: KIP G ARCHITECT: KELLY S DRAWN BY: ZACH H EXPEDITOR: TOM B. SUPERVISOR: WARREN W. PRELIMINARY NO: ---- CONTRACT NO: 29197 DA TE: DEC. 5, 2005 SHEET: SP-1 . CONSTRUCTION"