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Home My WebLink AboutCertificate of Occupancy CITY HALL Inspection Services Div 215 Church Avenue ~POBOX1130 ~ Oshkosh WI ~ 54903-1130 OfHKOfH ON THE WATER City of Oshkosh Approved: May 10, 2006 AKO Oshkosh/Parkview Oshkosh/Oshkosh 100 100 N. Main Street Oshkosh, Wisconsin 54901-4813 CERTIFICATE OF OCCUPANCY An Occupancy Permit is hereby issued for the restaurant, located at 100 N. Main Street, Oshkosh, Wisconsin 54901-4813 as described in Building Permit Application number(s) 117398. This building is to be used only as "Cranky Pats Restaurant" and is located in the C-3DO, General Commercial District with a Downtown Overlay. LIMITATIONS: Maximum number of persons: 175 Occupants CONDITIONS: All required mechanical screening shall be completed by June 1, 2006. 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. 01 cc: Ganther Construction Cranky Pats Restaurant Building Permit Work Card Jobl'.cIdress 100NMAINST Permit Number 0117398 CreateDate 11/23/2005 , Owner AKO OSHKOSH/PARKVIEW OSHKOSH/OSH~ Contractor GANTHER CONSTRUCTION Category 205. Alteration Amusement, Social, Recreation Type. Building Zoning 0 Sign 0 Canopy 2A 0 Fence Size 0 Raze Plan R3.107.1105 $84,845.00 Class of Cons!: Value Unfinished/Basement ~ ~~' Finished/Living 3400 Sq, Ft. Rooms 0 Bedrooms 0 Baths 0 Garage ~ Sq. Ft. n Projection I Height ----2 Ft. 0 Floating Slab 0 Post Canopies ~ Signs 0 Stories Foundation. Poured Concrete 0 Concrete Block 0 Pier 0 Treated Wood 0 Other Occupany Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units ~ # Structures Use/Nature of Work omm/ Alterations to create space for "Cranky Pats Resturant" as per State Transaction 10 # 1201986 HVAC Contr Plumbing Contr Electric Contr Inspections: Date 2/3/2006 -'--- Type Rough In Inspector Allyn Dannhoff no time Request Line ~ALLED JEFF, L.M., OK TO ROCK EXCEPT SOFFIT ENCLOSING THE CONDUIT. ALSO GET INFO TO DETERMINE TYPE OF FASTNERS & HANGARS NEEDED FOR FIRE RETARDANT TREATED LUMBER. DatelTime requested: 2/1/2006 10:08 AM Notice Type: ~~ Access: ~eff does not need to be present. If locked call the Manager (# listed in vestibule) Ready DatelTime: 2/1/2006 10:08 AM Requested By: GANTHER CONSTRUCTION.Jeff Phone Number: 376.0227 0 Reinspect Fee 0 Fee Waived D Reinspect Fee Paid """'...."'...........................h......................................................................"',","""""'.....hhhh.h........................... Date 2/9/2006 11:15AM Type Reinspect Inspector Allyn Dannhoff not approved ¡Request Line. the sooner the better. r'oo' '~_ø _. -, - "Ó_~ ~'"-~ 00 "oo~ -_",_"~'œ ~. DatelTime requested: 2/9/2006 09:37 AM ~~ Access: ~eff wants to be present. call Ready DatelTime: 2/9/2006 09:37 AM Requested By: GANTHER CONSTRUCTION.Jeff Notice Type: Phone Number: 376.0227 0 Reinspect Fee 0 Fee Waived D Reinspect Fee Paid """""""'h"""""""""""'."'......h...hhh..........................................................................."""""""""""".h........... Page 1 of3 Job Address 100 N MAIN ST Building Permit Work Card Permit Number 0117398 Create Date 11/23/2005 Owner AKO OSHKOSH/PARKVIEW OSHKOSH/OSH~ Contractor GANTHER CONSTRUCTION Category 205. Alteration Amusement, Social, Recreation Type . Building Zoning 0 Sign 0 Canopy 0 Fence 0 Raze I Plan R3.107.1105 Class of Const: 2A Size Value $84,845.00 Unfinished/Basement 0 Sq. Finished/Living -Ft. Rooms ----2 Bedrooms ----2 Baths Height ----2 Ft. 0 Floating Slab 0 Post 3400 Sq. Ft. Garage 0 Sq. Ft. ----2 n Projection I Canopies 0 Signs Stories Foundation. Poured Concrete 0 Concrete Block 0 Pier 0 Treated Wood 0 Other Occupany Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units ~ # Structures 0 Use/Nature of Work omm/ Alterations to create space for "Cranky Pats Resturant" as per State Transaction 10 # 1201986 HVAC Contr Plumbing Contr Electric Contr Inspections: Date 4/26/2006 -'--- Type Consultation Inspector Allyn Dannhoff not approved ,REQUEST LINE / WOULD LIKE A PRE.FINAL ON MONDAY 3/20, SET UP WITH BRIAN. PROJECT MANAGER @ 426-4774 SEE FCN DatelTime requested: Access: 3/16/2006 02:06 PM Notice Type: Phone Number: ~~ Ready DatelTime: --'-- Requested By: GANTHER CONSTRUCTION JEFF 0 Reinspect Fee 0 Fee Waived D Reinspect Fee Paid ..h.hm'..""""""""".",.""""""""""""""""",."""""""""""""""".". """""."""..""""""""""""""""""'" Date 4/28/2006 ~~ Type Inspector Allyn Dannhoff HORN / STROBES WON'T BE IN TILL TUESDAY 5/2106. OK TO HAVE CONTRACTOR PRIVATE PARTY. NOT TO BE OPEN TO GENERAL PUBLIC. EXPLAINED TO BRIAN L. (GANTHER). ~~ Notice Type: Phone Number: DatelTime requested: Access: Ready DatelTime: --'-- Requested By: 0 Reinspect Fee 0 Fee Waived D Reinspect Fee Paid """"""""""""."""""'.""""""""""""""""""""""""""""""""""""""'hh............................................ Page20f3 Job Address 100NMAINST Building Permit Work Card Permit Number 0117398 Create Date 11/23/2005 Owner AKO OSHKOSH/PARKVIEW OSHKOSH/OSH~ Contractor GANTHER CONSTRUCTION Category 205. Alteration Amusement. Social. Recreation Type. Building Zoning 0 Sign 0 Canopy 0 Fence 0 Raze I Plan R3.107.1105 Class of Const: 2A Size Value $84.845.00 Unfinished/Basement 0 Sq. Finished/Living -Ft. Rooms ----2 Bedrooms 0 Baths Stories Height ----2 Ft. 0 Floating Slab 0 Post 3400 Sq. Ft. Garage 0 Sq. Ft. ----2 n Projection I Canopies 0 Signs 0 0 Pier 0 Other 0 Treated Wood Foundation. Poured Concrete 0 Concrete Block Occupany Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units ~ # Structures 0 Use/Nature of Work omm/ Alterations to create space for "Cranky Pats Resturant" as per State Transaction 10 # 1201986 HVAC Contr Plumbing Contr Electric Contr Inspections: Date 5/3/2006 ~~ Type Final Inspector Allyn Dannhoff approved w/cond. B & H OK ONDITIONS: ALL REQUIRED MECHANICAL SCREENING SHALL BE COMPLETED BY JUNE 1, 2006. DatelTime requested: Access: ~~ Notice Type: Phone Number: Ready DatelTime: - -'-- Requested By: 0 Reinspect Fee 0 Fee Waived D Reinspect Fee Paid ........................h.............h.....................................h......h......................................h................................. Page 3 of 3 Job Address 100 N MAIN ST Electric Permit Work Card Permit Number 117916 Create Date 1/18/2006 Owner AKO OSHKOSH/PARKVIEW OSHKOSH/OSI Contractor SUBURBAN ELECTRICAL ENGINEERIN( Category 643 - Commercial-Addition/Remodels Service p New 0 ChangeO Temp. N/A I Type 0 Overhead Volts 120/208 Circuits 45 0 Underground. N/A Luminaires 29 Amps 400 Switches 15 Receptacles 38 Fee $275.50 D Value $30,500.00 1 Appliances Use/Nature of Work Cranky Pats Pizza / 3400 Sq Ft Restaurant wiring. Price does not include cost of the luminaires. Inspections: Type Consult~t~- Inspector Kevin Benner approved w/cond. Date 01/19/2006 Discuss the service installation Reviewed the concealment requirements with Bob Accord (Architect), Egress lighting, bonding, XFMR wiring, service installation DatelTime requested: 01/19/2006 07:05!ò~ Notice Type: Access: Meet Perry @ the north end of the building Phone Number: Ready DatelTime: 01/19/200609:30 AM Requested by: -~...- 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid h.......................................................h...O..,.......""""""-""""""""""""'" """"0""""""""""""" Date 01/25/2006 Type Roughln_____- Inspector Kevin Benner not approved Request Line - in wall RI Need a 15 Min. finish rating for non-metallic wiring methods, discussed access to areas above ceilings, transformer location, piping in the fioor. DatelTime requested: 01/25/2006 10:05 AM Access: Notice Type: Phone Number: 920-841-7026 Ready DatelTime: 01/25/2006 10:05 AM Requested by: -- -~- 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid SUBURBAN ELECTRICAL ENGINEERING .............................................,hO..O.. h""""-""""""""""-"""""""""""""""""""""""""""""" Job Address 100 N MAIN ST Electric Permit Work Card Permit Number 117916 Create Date 1/18/2006 Owner AKO OSHKOSH/PARKVIEW OSHKOSH/OSI Contractor SUBURBAN ELECTRICAL ENGINEERIN( Category 643 - Commercial-Addition/Remodels Service ~. 0 ChangeO Temp. N/A Volts 120/208 Circuits I Type 0 Overhead 45 0 Underground. N/A Luminaires 29 38 Amps 400 Switches 15 Receptacles Fee $275.50 D Value $30.500.00 Appliances [ Use/Nature of Work ranky Pats Pizza /3400 Sq Ft Restaurant wiring. Price does not include cost of the lumin~ J Inspections: Type Re Rough In Inspector Kevin Benner .- approved w/cond. Date 0210212006 Request Line - prefer 211/06 AM The areas with mtallic wiring methods are approved to close. This was reviewed with Jeff from the G.C. on site DatelTime requested: 01/31/~CJ.~.. 02:45 PM Access: Notice Type: Phone Number: 920-841-7026 Ready DatelTime: 02101/200607:00 AM Requested by: --.---.----- 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid SUBURBAN ELECTRICAL ENGINEERING """""O..........................................n......nmnn""""""'O""""""O"""""".,,"....n. Date 02103/2006 Type ~sultation I". 'œ.~ '" -- DatefTime requested: Q?lQ.3I.2.2.°~- 00:00 AM Access: Inspector Kevin Benner not approved Notice Type: Phone Number: ----.--...--- Ready DatelTime: 02103/2006 00:00 AM Requested by: .._-~ 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid ......................................................n.o......nno.....'.","'"""',"""'"""'""",,,,,,,""""""..............n.... Job Address 100 N MAIN ST Electric Permit Work Card Permit Number 117916 Create Date 1/18/2006 Owner AKO OSHKOSH/PARKVIEW OSHKOSH/OS~ Contractor SUBURBAN ELECTRICAL ENGINEERIN( Category 643 - Commercial-Addition/Remodels Service K::)New-O ChangeO Temp. N/A Amps 120/208 400 Circuits I Type Q Overhead 45 Q Underground. N/A Switches 15 Luminaires 29 Receptacles 38 Value $30.500.00 Volts Fee $275.50 D Appliances I Use/Nature of Work ranky Pats Pizza /3400 Sq Ft Restaurant wiring, Price does not include cost of the luminaires. Inspections: Type Consultation Inspector 'Kevin Benner approved Date 0212212006 Reviewed the XFMR locatiojn that was previously reviewed. There are heat ducts that are being located above the unit. The electrician on site requested the paperwork associated with the structure that encloses the PVC raceways that are not installed within a 15 minute finsh rated structure. I did provide him with copies of the pies and emails from the State Dept. of Comm. that approved the installation. DatelTime requested: 02121/2006 01 :02 PM Access: Meet Matt Hines on site all day Wednesday Notice Type: Phone Number: 920-841-7026 Matt Ready DatelTime: 0212212006 07:04 AM Requested by: -_._--~ 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid SUBURBAN ELECTRICAL ENGINEERING mummuumuuumm. ..... ...m..um.......... ...mmm mmmmmmmummmmmmmmmOu...... u Type ~"r\f~__~ Inspector Kevin Benner approved w/cond. Date 03/14/2006 REQUEST LINE The electrician on site said that he will install temporary iabels identifying the panelboards, meter and location of the disconnects until the permenant labels are on site.Approved to energize Faxed to WPS 3/14/06 DatelTime requested: ~l~~.o_o.~ ~59 AM- Notice Type: - Phone Number: NOT GIVEN Access: CALL MATT TO SCHEDULE, HE WOULD LIKE TO BE PRESENT Ready DatelTime: 03/14/200607:59 AM Requested by: -~ 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid .---.- SUBURBAN ELECTRICAL ENGINEERING mmm..uummmumuu... ..........om..m......mmmmm......mm...mmmmm..m.m...m.... Job Address 100 N MAIN ST Electric Permit Work Card Permit Number 117916 Create Date 1/18/2006 Owner AKO OSHKOSH/PARKVIEW OSHKOSH/OSf Contractor SUBURBAN ELECTRiCAL ENGINEERIN( Category 843 - Commercial-Addition/Remodels Service p New 0 ChangeO Temp. N/A I Type Q Overhead Volts 120/208 Circuits 45 0 Underground . N/A Luminaires 29 Receptacles 38 Value $30,500.00 Amps 400 Switches 15 Fee $275.50 D Appliances Use/Nature of Work """~" -, MOO," "'-~"'."~ __~"'"œ_.~ '"""'J Inspections: Type Abv Ceiling Inspector Kevin Benner approved w/cond. Date 03/14/2006 Above ceilings except the Bar and Dining areas whicih are to be done by Witzke Electric. Also the Firestopping is not complete and the access panels to the spaces encasing the PVC conduits shaH be verified that they are compliant with the required FinishRating. DatelTime requested: 03/14/2006 00:00 AM Access: Notice Type: Phone Number:. --- Ready DatelTime: 03/14/2006 00:00 AM Requested by: ------~ 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid _..._...""0"0,,,,...0"0"".... """"'0""""""""""""""""""" ....0..........0"."......0.................." ......".. ......"""... Date 04/25/200§..... Type Final Inspector Kevin Benner not approved Open boxes for Fire Alarm that is not installed and other CL2 wirng that is not complete. Cooler wiring was not done, Work Space in the garbage room, temporary wiring in the adjacent common area which includes wiring that has been installed without permits and has open conductors and splices, Dining room lighting does not have permits (E.C. discussed with the G.C.). The raceway enclosure access panel may not provide the 15 Min. finish rating (G.C. refuses to provide info). Firestop drawings. DatefTime requested: ~/20/2006 09:18 AM Access: Meet Scott & Matt on site -.--- Notice Type: Phone Number: 841-7096 Scott -....---- Ready DatelTime: 04/2512006 01 :30 PM Requested by: -~ 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid SUBURBAN ELECTRICAL ENGINEERING ............"............"..............." ..............-...... """on..."""""...""...""""..."""........".. "...".....".......... Job Address 100 N MAIN ST Electric Permit Work Card Permit Number 119196 Create Date 4/26/2006 Dwner AKO OSHKOSH/PARKVIEW OSHKOSH/OSI Contractor WiTZKE ELECTRIC INC Category 643 - Commercial-Addition/Remodels Service p New Volts 0 ChangeO Temp. N/A I Type 0 Overhead Circuits 0 0 Underground . N/A Luminaires 35 Receptacles 0 Value $8,000.00 Amps 0 Switches Fee $162.00 D Appliances Use/Nature of Work Cranky Pats / Fumish and install the dining room lighting. " Late Permit. Inspections: Type Final Inspector Kevin Benner approved w/cond. Date 05/03/2006 Inspection was never requested by the contractor. Repairs were made by Suburban Electric on 05/10/2006. DatelTime requested: 05/03/2006 00:00 AM Access: Notice Type: Phone Number: Ready DatelTime: 05/03/2006 08:48 AM Requested by: -~ 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid ...................,..,..,..,..,..,..,..,..,..,..,..,..,0_......."""',"""""""",'" ...,nnn..,..,n..,..,..,..,.......,..,..... Job Address 100 N MAIN ST Electric Permit Work Card Permit Number 117916 Create Date 1/18/2006 Owner AKO OSHKOSH/PARKViEW OSHKOSH/OSI Contractor SUBURBAN ELECTRICAL ENGINEERIN( Category 643 - Commercial-Addition/Remodels Service p New 0 ChangeO Temp. N/A Volts 120/208 Circuits I Type 0 Overhead 45 0 Underground .N/A Luminaires 29 Receptacles 38 Value $30.500.00 Amps 400 Switches 15 Fee $275.50 D Appliances Use/Nature of Work ranky Pats Pizza /3400 Sq Ft Restaurant wiring. Price does not include cost of the luminaires. Inspections: Type Re Final Inspector Kevin Benner' approved w/cond. Date 05/03/2003 Electrical Inspector called the E.C. to arrange the inspection Missing Fire Alarm J-Box & identification of FA boxes, 2><4 troffers by the coolers are to be secured to the grid. open boxes. Scott stated he would call when corrected. DatelTime requested: 05/02/2006 09:02 AM Access: Meet Scott from Suburban on site Ready Daterrìme: 05/0212006 09:02 AM Requested by: -~ 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid Notice Type: Phone Number: 841-7096Scott mmmnmm_nO"""""""" mmmmmmm .mmmm.. mm.h.. mh.m.hmmmOm.'h..hm"""_h.. "'h..."OnO""nO"" Type Re Final Inspector Kevin Benner no time Date Scott stated the violations were corrected on 5/1 0/6, DatelTime requested: 05/12/2006 08:50 AM Access: Notice Type: Phone Number: 841-7096 Scott Ready DatelTime: 05/10/2006 00:00 PM Requested by: --- 0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid SUBURBAN ELECTRICAL ENGINEERING m..m_mmmnmmmmnm_""_"m....nm.....m.m..m.. mmmnnmmnnnnmnnnnnm m mmmmmnmnmm Job Address 100 N MAIN ST HVAC Permit Work Card Permit Number 118444 Create Date 03/09/2006 Owner AKO OSHKOSH/PARKViEW OSHKOSH/O Contractor CONDON TOTAL COMFORT Category 512 -Ind, & Comm-Both Plan R3-107-1105-H Fuel ~ o::2c:::J 1"'-1 Electric 1 ~ ~ Value System [7] New n Replace n Other $16.400.00 I ~ AlC I ~ Vent I U Con. Burner I I I ~ Forced Air U Electric I U Radiant I U HotWater I U Steam I U Suppl. Chimney Type D Chimney A 0 ChlmneyB 0 DirectVent . Not Applicable Heat Loss . As Approved 0 Existing 0 Not Applicable I Value BTU Rate . As Per Plan 0 Variable () Other I Value Use/Nature "Cranky Pats" - HVAC system as per State Trans 10 # 1235009 - excludes Kitchen Exhaust system. of Work þ.;1~:~~~LA~~6~~t~t6~YD~N;rt::6GI~~~I~~~ND SUBMITTAL IS REQUIRED TO COMPLY Inspections: Type Final Inspector Allyn Dannhoff apprQ'(fed w!cöiì,C Date 5/3/2006 CONDITION: ALL REQUIRED MECHANICAL SCREENING SHALL BE COMPLETED BY JUNE 1, 2006. DatelTime requested: Notice Type: - Phone Number: Access: Ready DatelTime: Requested By: 0 Reinspect Fee 0 Fee Waived D Reinspect Fee Paid mmm_m"...m"mm_mmmm_.m.mmm..............omm....mmmmmmmmm_mmmmmm"...m"o"""".mmm.""""mm. Plumbing Permit Work Card Job A<ldress 100 N MAIN ST Permit Number 118097 Create Date 0210212006 Owner AKO OSHKOSH/PARKVIEW OSHKOSH/O< Contractor JIM'S PLUMBING & HEATING INC Category 440 - Industrial-Interior Plan G2-177-0106-P Value $20,000.00 Bathtub --...<> Shower 0 Water Softner 0 Wait.St. 0 Shamp Sink --...<> Coffee Maker ---.l Whirlpool 0 Floor Drain 0 Local Waste 0 Ice Chest 1 FlrlWst Sink ............CJ Int Grease Trap ~ Lavatory ~ Lndry Tray 0 Clothes Wshr 0 Exam Sink 0 Catch Basin --...<> Ext Grease Trap 0 Toilet 3 Disposal 1 Bidet 0 Sculry Sink 1 Wash Ftn 0 RPZValve --...<> Res, Sink --...<> Dishwasher 1 Beer Tap 0 Hand Sink 1 Urinal ---.l Eye Wash Statn --...<> Bar Sink 2 Sump Pump 0 Lab Sink 0 Plaster Sink 0 Standp Rec............CJ Wtr Sewer Mtrs --...<> Water Heater ---.l Classrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 1 Deduct Meters --...<> Site Drain 6 Breakrm Sink 0 Dip Well 0 F Prep Sink 1 Gar Drain 0 Wtr Usage Mtrs --...<> Roof Drain --...<> Ejector/Grind 0 Drink Ftn 0 Serv Sink 1 Soda Disp 1 0 Misc. Fixtures ~:~~~~ure ¡RemOdel tenant space for "Cranky Pat's Restaurant" I Size Date 2/6/2006 Type Rough In Material Type # Conn.Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Inspector Paul Wolf approved Sanitary Sewer Storm Sewer Water Service ~~~~ ~~~EST FOR ROUGH-IN INSP, READY 213 @ NOON / PERMIT APP WAS RECEIVED THE SAME TIME AS THE INSP REQUESTWALL DatelTime requested: 213/2006 11 :34 AM Notice Type: Telephone Number: JEFF 757-5258 Access: þPEN Ready DatelTime: 213/2006 12:00 PM Requested By: JIM'S PLUMBING & HEATING INC 0 Reinspect Fee 0 Fee Waived D Reinspect Fee Paid m nmOmnmmm..,............_mmmmm,mmmmmmm,mmm, mmmnOmOmmOm............Oh....nmmmmmmmmmmnn"'h_""'mmnnnnn.. Job Address 100 N MAiN ST Owner AKO OSHKOSH/PARKVIEW OSHKOSH/m Category 440 - Industrial-Interior Bathtub 0 Whirlpool --.J! Lavatory ----.:! Toilet 3 Res. Sink --.J! Bar Sink 2 Water Heater 1 Site Drain ---.....-..6 Roof Drain 0 Misc. --.J! Fixtures Shower Floor Drain Lndry Tray Disposal Dishwasher Sump Pump Classrm Sink Breakrm Sink Ejector/Grind 0 0 0 1 1 0 0 0 0 Plumbing Permit Work Card Permit Number 118097 Contractor Plan Water Softner 0 Local Waste 0 Clothes Wshr 0 Bidet 0 Beer Tap 0 Lab Sink 0 Sterilizer 0 Dip Well 0 Drink Ftn 0 Wait.St. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink Use/Nature of Work Remodel tenant space for "Cranky Pat's Restaurant" Sanitary Sewer Storm Sewer Water Service Date 4/27/2006 Size Material Type # 0 0 0 0 0 Conn.Type 0 0 0 0 0 0 0 0 0 0 Inspector Paul Wolf Create Date 02/0212006 JIM'S PLUMBING & HEATING INC G2-177-0106-P Value 0 Shamp Sink.........Q Coffee Maker 1 Flr/Wst Sink 0 lot Grease Trap 0 Catch Basin.........Q Ext Grease Trap 1 Wash Ftn .........Q RPZValve 1 Urinal ----..1. Eye Wash Statn 0 Standp Rec.........Q Wtr Sewer Mtrs 0 Ice Maker ----..1. Deduct Meters 1 Gar Drain 0 Wtr Usage Mtrs ----..1. Soda Disp ----..1. approved w/cond. $20,000.00 1 2 .........Q 0 .........Q .........Q .........Q --.J! I Type Final f~~~~~g~¡~g~<¡~L~g~6~~~A~~~~~~~:~~ i~~C~~~N~~gN~~gio~ITH OWNER. DISCUSSED ISSUES WITH PLUMBING DatelTime requested: Access: þPEN 4/27/200610:28 AM Notice Type: FC Telephone Number: JEFF 757-5258 Ready DatelTime: 4/27/2006 10:28 AM Requested By: JiM'S PLUMBING & HEATING INC 0 Reinspect Fee 0 Fee Waived D Reinspect Fee Paid mnmmnmmmnOnnno.,.n...mm....,nmm.mmmmmmmnnno."O.mn"""""O.n"mmmmmmmmmmnmm..mn"'mm..mmmmn..,.....m.. Plumbing Permit Work Card Job A<1dress 100 N MAIN ST Permit Number 118097 Create Date 0210212006 Owner AKO OSHKOSH/PARKVIEW OSHKOSH/O~ Contractor JIM'S PLUMBING & HEATING INC Category 440 - Industrial-Interior Plan G2-177-0106-P Value $20,000.00 Bathtub -----.....0 Shower 0 Water Softner 0 Wait.St. 0 Shamp Sink 0 Coffee Maker 1 Whirlpool -----.....0 Floor Drain 0 Local Waste 0 Ice Chest 1 FlrlWst Sink .........Q Int Grease Trap ~ Lavatory 2 Lndry Tray 0 Clothes Wshr 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap .........Q Toilet ~ Disposal 1 Bidet 0 Sculry Sink 1 Wash Ftn .........Q RPZ Valve .........Q Res. Sink -----.....0 Dishwasher 1 BeerTap 0 Hand Sink 1 Urinal -----..1 Eye Wash Statn .........Q Bar Sink ~ Sump Pump 0 Lab Sink 0 Plaster Sink 0 Standp Rec.........Q Wtr Sewer Mtrs .........Q Water Heater 1 Classrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 1 Deduct Meters .........Q Site Drain ..........I:i Breakrm Sink 0 Dip Well 0 F Prep Sink 1 Gar Drain .........Q Wtr Usage Mtrs .........Q Roof Drain 0 Ejector/Grind 0 Drink Ftn 0 Serv Sink 1 Soda Disp -----..1 -----.....0 Misc. Fixtures ~:~~~~ure remOdel tenant space for "Cranky Pat's Restaurant" I Size Material Type # 0 0 0 0 0 0 0 0 0 0 Conn.Type Sanitary Sewer Storm Sewer Water Service Date 5/3/2006 Type RêFinal Inspector Paul Wolf " "approved DatelTime requested: 5/3/2006 08:59 AM Notice Type: Telephone Number: Access: Ready DatelTime: 5/3/2006 08:59 AM Requested By: JIM'S PLUMBING & HEATING INC 0 Reinspect Fee 0 Fee Waived D Reinspect Fee Paid mnmnnmmnmmnnnmm.....m.......mmm..mmmmmm.....n'.nnn........,mo...,mmmmmmnnm_mmm_mmm.....on.mmmmm'mmmm' ~ CORRECTION NOTICE / FIELD INSPECTION REPORT ~ JOB LOCATION: /00 M~/.., City of Oshkosh /C" ,/ ( Inspection Se.vices Division CONTRACTOR: ('7-"".....rA.er- 215 Church Avenue, PO Box 1130 "? J Oshkosh, WI 54903-1130 PROJECT TO BE INSPECTED: 1C.-?:?s;"1ë:L.~,-ç,.sf Phone: (920) 236.5050 ~ Fax (920)236-5084 TYPE OF INSPECTION: <..;;, h 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 Mil' . INSPECTION RESULTS I v:- ¿....... ~ ~ Print Name Company Signature: Date ~ CORRECTION NOTICE I FIELD INSPECTION REPORT ~ City of Oshkosh Inspectioo Services Division 215 Church Avenue, PO Box 1130 Oshkosh, WI 54903.1130 Phone: (920) 236.5050 Fax (920) 236-5084 JOB LOCATION: /00 M#o/.... CONTRACTOR: ~k.4I..E'" PROJECT TO BE INSPECTED: ~""I-'&,...,i-- TYPE OF INSPECTION: ~"- / 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 ,~rœM#:.éaø INSPECTION. / ~ailed/Faxed æ¿,. -.10?"cS- Phone # Fax' ~.'.<.".:'.:.-......"':.:'.'.''::"..'.."<':'~::...'.....'.'.'.'."':.. = Print Name To Signature: ~04l18/1006 11IE 11: 58 FAI 9104160380 Ganther . ZllO Floor MA R T I NI GANTHER GRÐUP I Architecture 6 Project Development Services ~ 001/003 FAX COVER SHEET To: Allyn Dannhoff Fax Number: 236-5084 Date: April 18, 2006 Total Number of Pages: '3 (including cover) From: Duane Helwig, AlA Project: Cranky Pats Build-Out 100 N- Main Street Project Number: Messa!!;e: Hi Allyn, Attached is a sketch showing a parapet section where we're installing RID's and adding to the parapet height, for your records. Also attached is a detail from Hamilton Benchmark on sealing the conduit and sOffit penetrations at the two-hour wall. In addition to the fire pillows, the penetrations have been fire-caulked. This work is complete and ready for inspection. Thanks for your quick responses on this build-o~lt! If you have any questions or need additional information, feel free to contact me. Thanks! Duane Cc: Martin Ganther Gmu.>, LLC 4825 County Road A . Oshkosh, Wis<:OIlsiIl 54901 P 920.426.1771 . F 920.426.4788 www.martîngand1er.com 04118/2006 TUE 11: 58 FAX 9204260389 Ganther - 2nd Floor ~ 002/003 I I I , ""U--"'" .. 1- ...... I ~ :ÅL:-~r:;.~I:-Ø~J..OO ALUMINUM coPING (2) 2x NAII.E~ $EA ANT - - . - - I' TI-IK, ~.5, E.IF.E ' 112' PENðGL-Aðð : ON $' C.M.1J, 61.0, !' DeEF FRECA5T FLANK I3ONP e5AM (5EE STr¡uC. F1-..! FOR INFO~Ai1C 'TLo I'!EINFORCINao: <S> C.M.u. WALL !:.ee STRUCTURAL PLAN FOR 5FEC) ~ t==!OOr= OUf;!e ØS) Tf=ëA.S~. ~M. ðCALE, I In' . I'-Ø' ~1ù1t{; {J#rkL A. ~5"~ WIIA. ,JlJí/r)tP4Í¡;'..A'~~'~" L..1t~- -n.£... .-£,..¡ ~1.57l¡Jc. ~ S1'1Ul(,"'lr)/Zg CMŸ.1~ . ""..'" ", c:tl~ I-~ -JrJ"'f'I JrG , ..L . *.. DUAN=D, '. *. l' I ~ . (k. ~:' HEL~'\':Ø .... . : 1J~,~~2. .i'} . '.,~.~~;-7T1~~~>'" 0 FAX 9204260389 Ganther - 2nd Floor ~ 003/003 04/18/2006 TUE 11: 58 ~4/18/2~~6 ~8: 56 4144e26e5~ PAGE 62 c.r-vv~ NSO94603VY ~ 1 and 2 Hr Rated Thfough-Penetration Firestop - System ForMultiple PVC Conduits In Frame STI Walls Using SpecSeal@ Firestop Pillows I Apþf<)Vsd by:JPS2 . , I Date;~~OO6__. I I I I I L- ! I I I II-- I I I I [A II ~-~ ¿j,: I I I I I I I I 1 , Section A-A 1. WALL ASS¡;;MElLY (1 .. ;.!-tIR) (2oHR SHOWN) - Gypsum b<>ardhttlefctud W3U 3"'" bly (UL U4OO D..liI'I), OpeMlS _"clout. M6"-"PeningisS"x49", . , PVC CONDUITS - one or mOre Max 2- (",de size ENT or pVC condu~ Annular apec. to be mln $IS' to max S", 2, S, SPECSEAlÆ) SEALANT OR PUTTY - (Not Shown) S",,13nl or putty in.Iolled to mex extent to finallY Sapo orvolda. SPECSEALÐ RED OR BLU ~ STRIP - Single my.,r wrapp.d 8"'Und esoh conduit. secured with ~ mn fo!I1aÞO, and ""n"'red within wail 4. 5. SPECSEAL~ I'1RESTOP PILLOWS - P~lows compressed 30% and IrJS1aUed IeÌ1gthwlæ Ihmush opening sud11hat ond.p"'jtid¡¡n ~uidl:i1onœj¡¡¡m1he opprwdm$centerineoft1ewall' NOTii: The ØnxlUct. uoed in this de:lgn !>ave been tested as foUOW$: . ASTM I"6141VL 1476: Referto UL System Nos. W-L-8045, W-L-8O!IO . ASTM 6119: TlmetTempe,..ture Exposuro. Cotton W_lgnklo¡' . Annuler Sø- Requirements TIlls ø.../g" R""",~!$ - Engineefinl1'Rea>mrm...dWon ÑöTiõE?;:';' """';oii;;;;7c";;-~"'od h.'~¡;¡;¡;;;';" u pon i';;"n;.ì&';;I;d'~ [' resting whl"¡' \NO bellOW (0 Oq 0.011_, ThIS infOrm..." ;Ol'fC>vtcled for eng;""""G IOU""'" .n~ III'ICI unl... oN"""'" """d, ..Ist.. "'fi~1stance propellie:l omy. Th. u.... ""'.. ....",,1n.1hc oult'.blD'" 01 tho .""'UOl....d tho ..dS. t. tn. ...nd'.1 _lioCltlon. Since the .,oo/the orodual;o - our control, 5¡oedfiod Toohnologloolnc:. only "",pondbDlly ...." be '" refund", "'Place ",aterlaJo I»urd IobedofoctlV....perQUro",nOQ"".."" , .. -'-..,œ.... -. Specified T"çhnologle"lnç. . 200 Evans Way. Somerville, NJ 08876 . (ROO) 992.1'180 . FAX (908) 29.1.$415 . c.;~N..!::~. __Qsh~~~_..- " .,,"---,,-, G"IIUI""..f-æ.,,11Ycli¡:>n ._'m_~h-1:~' wL.. --- .. ---..-.".. ....---_. Page 1 of 1 Dannhoff, Allyn J- From: Brian laFriniere [blafriniere@ganther.com Sent: Monday, May 01, 2006 3:07 PM To: adannhoff@cLoshkosh.wLus Subject: Cranky Pat's Restaurant Allyn, Suburban Electric installed the required horn! strobes in the Cranky Pat's today, That should be the last item to be finished in order for them to open to the general public, They are planning to open to the public at 5:00 today. Please let me know if you need any additional information. Thanks, Brian Brian LaFriniere Ganther Construction, Inc. Phon', 920-426-4774 Cell, 920-379-4953 5/2/2006 Apr 26 2006 lO:27AM CONTRACTING SPECIALISTS 9208868703 p.2 BUILDINGS, HV AC, COMPLIANCE STATEMENT SBD-9720 This form is requlr'ed to be submitted by the supervising professional (architect, engineer, HVAC deslgnel' or electrical designer) observing construction of project¡s within buildings with total areas 50,000 cubic feet or greater and bleachers (Comm 50.1 O/Comm 61.50), Failure to submit this form may result in penalties as specified in Comrn 50,2ô/Comrn 61 23 and/or local ordinances. General Instructions: Prior to the initial occupancy of new buildings or additions and the firat OCCUpancy of altered existing buildings, submit this completed and signed form to: . The municipal building inspection office <Jnd . Safety and Buildings, 10541 N Ranch Road Haywar-d, Wi, 54843 Note: If the review was done by the municipality, the complîancesiatement 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 INFÇ)RMATJON: Please fill in (he following with information from your plan approval letter. Transaction 10 Number I ;aD, I q .ß<:ú ' Site Number . Ú;> '3 q I -+ 3 Site location (number & street) 1(')0 d. MA,';J ,S"í'R~~- ~ City 0 Village 0 Town of Oc;H KC'Sri CòUhtyof --....l&L,..."J~~-, 2. PURPOSE OF TI::IIS STATEMENT: (Checl< Box A, B, C, or 0 toindicàte purpose and complete any other applicable boxes and informat:on. Attach additional pages if necessary.) . Check those which apply: )fSuilding Object 10 # I o#U5 0 HVAC Object 10 # ---,------- 0 Ughting Object 10 # 0 Parlial Completion ""--0_____._--,---- Description of Portion Completed A) ,c Statement of Substantial Compiiance . '. , '. . . To the best of my knowledge, behef, and based on onslte observation, construction of the following building and/or HVAC items applicable to this project have been completed in substantiai compliance with the approved plans and specifications. , p( BUILDING/LIGHTING ITEMS ,. Siructura.i system includins submittal and erection of alf building components (trusses, prècast, me¡a! building, etc.) 2. Fire protection systems (sprinklers, alarms, smoke detectors) designed, installed, 12. All conditions of lighting plan approval and t~sted (including forwàrd fiow on back now devices) by appropdately and applicable variances re9istered p'rofessionals '. 3. Shaft and slalrWay enclosure 4. ExHs includi'ng exit and directionallighls 5. Fire-resistive conslruction, enclosure of hazards, nre walls, labeled dèors, class of construction, fire Slopped penetrations 6. Sanitation system (toilets. sinks. drinking facilities) 7. Barrier-free, including Comm 18 elevators and lifts 8. Energy envelope requirements 9. All conditions of building plan approval and applicable variances The following Items are not in compliance and must be addressed: 10, Exterior lighting & con:rol requirements 11, Interior lighting & control requiremenlo 0 HVAC ITEMS ,. HV AC system including finalles! 2. All condilions of HVAC plan approval and applicable variances B) [] Statement of Noncompliance Due to the following listed vioiations. this project is not ready fQr occupancy: ---.. C) 0 Supervising Professional Withdrawn From Project (Use A or 8 aIJove to indicate proieot status as of this date.) 0) 0 Project Abandoned 3. SUPÉRVISING PROFESSIONAL SIGNATURE FOR: ;FCBU~~.O HVAC 0 Lighting 'N~;'(~;;:!;J;or~) ACðR..V ¿:te -fl:J~- P,h.onenurnber ~ß'7tb CustomerID#~7~'f4 Sigllature~, . '..,,--- SBD,9?20 (ROI/2003) . , 27 APR-26-06 04:57 PM CONDON TOTAL COMFORT 9207485034 P- 01 BUILDINGS, MV AC, COMPLIANCE STATEMENT SBD-9720 Thi~ 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 O/Comm 61.50). Failure to submit this form may result in penalties as specified in Comr,n 50,26/Comm 61,23 and/or locaf ordinances. This form must be submitted prior to the plan approval expiration date or another submittal may be required, General Instructions: Prior to the initial occupancy of new buildings or additions and the finaf occupancy of altered existing buildings, submit this completed and signed form to: . The municipal building Inspection office (refer to the plan approval letter for agency address !m! . 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 informalion you provide may be used for secondary purposes ¡Privacy Law, s. 15.04 (1){m)]. 1. PROJECT INFORMATION: Please fill in the,follOWlng with information f~ur plan approval letter, TransactionlDNumber \~bo;::>q Project Name ~~Q1 '~I'KA\JÏ"" Site Number b:S9 J ~~ Site location (number & street) l::::Ð ~. ('n~ ~ &- ~City 0 Village 0 Town of O.5l-\t'r~ County of lJ t \..\N~..-<:) 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 10 # '.a HVAC Object ID # jQS9 , 56 0 Lighting Object ID # ¡:¡ Partial Completion Description of Portion Completed A) ., Statement of Substantial Compliance , . . To the best of my knowledge, belief, and based on onslte obsetValion, construction of the following bUIldIng and/or HVAC Items applicable to this project have been completed In substantiel compliance with the approved plans and specifications. [J BUILDING/LIGHTING ITEMS 1. Structuralsyslem Including submiltalanaerection of all buikllng components (tru..es, precast, melal building, sic,) 2. Fire protection systems (sprinkJers, alarms, smoke detectors) designed, Installed, and tested (Including forward flow on back now davices) by appropriately registered professionals 3. Sha" and stairwayenolosure 4, Exits including exit ana directional ifghls 6. Fire-re_l_live construction, enclosure of hazards, fire walls, labeled doors, ciass '( HVAC ITEMS of construction, fire slopped penetration- S. SaMaiion syste", (toilets, oinks, drinking facilities) 7. Barrlerofree including Comm 1S elevators and if"" 8. Ener¡¡y envelopa requirements' 9. All conditions 01 building plan approval and applicable variances The following Items are not in compliance and must be addressed: 10. Exlerior lighting & control require"",nts 11. Interior lighting & control requirements 12. All conditJons of Ilghfing plan epprova' end applicable variances 1, HVAC systam Including nnal t.st ~. All conditions 0' HVAC plan approval and applioable variance. ßQ.'Pc,.a..1!>A~lo,J'1 B) D Statement of Noncompliance Du. to the following listed violations, this projecl i. nol raady for occupancy: C) 0 Supervising Professional Withdrawn From Project (Us. A or B above to Indicate proect status ,'s or this dat.,) 0) 0 Project Abandoned 3. SUPERVISING PROFE$SIONA~NATURE ~OR; .~ tJ Building )11. HVAC D Lighting d\It\ll \I.. ~¡¡( ~ 1,;0 Nam. (please print or typo) Phone number -,I.\t'~- H::ff-:>q;ustomer 10 # do s::>. ,;¡¡, '0 Date~ ,.."".~.w~ 05/01/2006 08: 33 9208869796 FVCA PAGE 04 .~ BUlLDJNGS~ HV AC~ COMPLIANCE STATEMENT . SBD~9720 This form is required to be submitted by the supervising professional {architect, engineer, HVAC designer or electrical designer} observing constmdfon of projects within buildings wl1h total areas 50.000 cubic feel or greater and bleachers . (Cornm 5O..101C0mm 61.50)- F'ailure to submíl: this form may result irr pènaltles as speçified In Comm 5O26/Comm 61.23 and/or local ordinances.. , -Generallnj¡¡trÚC:tlons: Prior to the Initial occupancy of new buildings or additions and the final OCCupancy of altered existing buildings, submit this COmpleted and signed forn1 to: . The municipal building inspection office and . $afetyand Buildings, 10541N Ranch Road Hayward, Wi. 54843 ~ote: If the review was done by the municIpality, !he compliance statement goes only to the municipal building inspector. A copy Is not needed by Safely & BI.!DÓlngs. Pel'$Onallnformation you provide may be U!led for secondary purposes [PrIv:gcy Law, s. 15.04 (1)(mJ/. 1. PROJECT INFORMATION: ~se fill," the following wilh information from your PI~a~røva letter. .ProjectNarne C,q<l)/l.J~'I 1--'A7 1\ TransactlonlDNumber l' ::>-/O7-/l1JS-fj è... SIte Number 0 , Sife Iocatl~ (number & street) lOON ~I tV J 7 )(City [J Village [J Town of Ò<:'NnJI-+r County of UJNNMA ç, ò 2; PURPOSE OF TI-fIS STATEMENT: (Check Box A, B, C, or D to indicate purpose and complete any other appliCable boxes and information. Altachaddl1lonal pages ¡(necessary_) Check those which apply. [] BuIlding Object ID # [J HV AC Object ID # [] lighting ObjeClID # [J ,Partial Completion " ' 0 Description of PortIon Co~19d A) 'b{ StatementofS..bstantfaIComp/lanee l/ '1Cf'\(N ~ÐS r To thQ þe9t of ¡nyknowledQa; belief, and based ~ observation, oonstrucllon of the fuIJowng building and/or HV AC Items, applicable to this plOJeot haw been cornptøted.ln sub_I compliance with !tie Bpproved plans ana speCiftcations. [] BUlLDING/I.IGfI1ING ITEMs 1. StnIctunÒI system IricIUdlng submlltal'and ð<9C11on of aR building "'ß'IpOnen!B (lrusaes, """'01,/110"'1 buJIdlng. etc.) 2. FIrø Protection sysIerns (spJlnklers. 010""". smoke dO\ectom) designed, In¡:Ialled, antHestod'(h)c:ludlng foIW8I1I flow on baol< flow devloes) by apprapratøJy IIIgMamd professionals 3. Shaft and -yenclosure 40 EJ!IIo Including exit and dlraclionalllgl1ls 5. FIle-reslsflve.."notrllctron, 0Í1o1oÌ>A'e or hiG:a",", fin¡ walls,labelecl doo"" 0/.... of conslruction, filii SIOppsd pen_no 6. Sánllatlon syaIem (II:>IIets. sInks.d~ntMg IOcllftles) 7, B!II'I1er-freolndUding Comm 18 oIlouo/nrs and lilts 8. Enargy onvol""" ""iutmments 90. All COndlllDlltl Ofbulldlng plan ilpprouaf and appll- vo~""" Tho following tte- a~ not In compliance and must b. addressed: 10. Exleñorllght/ng&contmllllquiroments 11. Intsr1orl!¡h!lng&comrolæqu'_onts 12. AU condlt/ana of II¡¡~ pian eppn;.,,1 and oppncable ""ñ- ìiHVACITEMS \<:-,1\kp('J fbdD'S 1, HV AC system Including final1est 2. All conditions of HVAC plan opprnvoI end appllcabfa va~onces B) [] Statement of ~oncomp"ance Due to thQ folowing I191ed violations, this project is not I'I!ady fôr occupancy: C) [J Supervising Professional WIthdrawn From Project (Úse A or B above to indicate plÒjsct atak.s aa of this date.) D) [] P'!>Ject Abandoned , ' 3. SUPERVISING PROFESSIONAL, 81 :TURE FOB:. [] Buil'ding )( HVAC [J Ugltling ~O Name (pløàae pI1nt or typo) Phone nUIltber<1lCJ Customer ID # Zfd.o.oG 2. Signature ffl-5'f(¡J1 SBX>-mO (&.0112003) GANTHER CONSTRUCTION Since 1900 TRANS MITT AL ATTENTION: Allyn Dannoff COMPANY: CityofO$hko$h ADDRESS: 215 Church Ave. Oshkosh, WI 54903 DATE: PROJECT: III 04~06 Cranky Pat'$ Re$taurant LOCATION: Oshko$h, WI TRANSMITTAL: TOO09 We are sendIng yon: - Shop Drawing$ - Change Order Attachment$ X Other Print$ - Copy of Letter Copies Pages Date Description Review Acknowledgment 1 1 4/28/2006 Mechanical Screening Letter 1 1 Fire Rating info for MUcor ace$$ panel These are transmitted as checked: ~Foryouruse For Review ~ A$ Reque$ted Other Remarks: Copy To: Signed: ~. Brian LaFriniere CONSTRUCTION MANAGERS GENERAL CONTRACTORS DESIGN/BUILD/LEASE BACK Office: 920/426-4774 Fax: 920/426-4788 E-mail: ganther@ganther.com ProjectVision www.ganther.com 4825 County Road A Oshkosh, WI 54901 GANTHER CONSTRUCTION, INC. SINCE 1900 April 28, 2006 Allyn Dannoff City of Oshkosh Inspection Services 215 Church Ave. PO Box 1130 Oshkosh, WI 54903 Re: Completion of Mechanical Screening Dear Allyn: As you are aware, the approved screening for the HV AC equipment that was installed at 100 N. Main for the Cranky Pat's Restaurant is not in place at this time. Ganther Construction, Inc. will be responsible for installing the screening by June I, 2006. Please accept this letter as compliance for item #2 listed on your correction notice dated April 26, 2006. Sincerely, Ganther Construction ~~ Brian LaFriniere Project Manager CONSTRUCTION MANAGERS GENERAL CONTRACTORS DESIGN/BUILD/LEASE BACK Office: 920.426.4774 Fax: 920.426.4788 E-mail: ganther@ganther.com ProjectVision" ganther,com 4825 County Road A Oshkosh, Wi 54901 APR. 27,æø6 9:54AM BLOCK IRON HARDWARE NO.713 P.1/1 \\ ~ ;-JI. ~ fUÅJV\; l- . MII,coR Metal Access Doors STANDARD AND CUSTOM UNIVERSAL FIRE.RATI$l' ¡J.CCESS DOORS for WALLS AND CEILINGS. $tyis UFR . , rma OVeRALL PRODUCT' MUcor UniVllrllll1 Fire Rated Access DoOl'$ (UFFI) ara designed to install easily and work perfedlY in any wall or ceiling from drywall 10 masonry (w~h masonry anchors faotory installed) to suspended acoustical celUngs. Advantages 1. Fire-Rated - Carrles both, the UL and CUL 1'/, hour. class B lire rallng as well as the Warnock Hersey Label lor !hrlle-hour noncombustiqlll floorfoelling systems, 2, UL (CUL) Certified 2110 l)egree Temperature Rise For True Fire Safely - W~hoUt insulation the temperature on the 'protected side of an access door exceed IlOO degrees F endarigerlng people alJ.Ø.c s ontaneous ignition of . I cor Universal Fire Rated Doors are insulaleQ with super.efflclent insulation to limit temperature after 30 minutes Is only 250 degrees F. This UL temperature rise is the beslln the business. S, I\d TI'$"!IIrni8!liØfl . The MnQWiCh. insula!aQ door panel þl'QVI e reduc. tion in sound transmission \!1rough the access dOor, 4. Choice of Finishes. Available prlme.palnted for finish. ing 10 match the walt or in attrIIctlV!! stainlass ßtI6, Drywall Installation Details' ' ~~~ .::' . /""'" ÓI~ ........ .',' a CeilIng Inst.If,tlon Detallf ~~\...~._... ..."....'"",- --- M,sol1r)' Wall IMtsllstlol1 OêtallB . _...~... (""",.(;~-<~",:~,'~ ....:::::: ~.'\!:~~~.:~i:?i,~ . TECHNICAL SUPPORT Guide Spet:fflcflflOll The Mlloor Fire Rated Door may be specified with confidence for service ~oess to utll~ies In the walls of stairwells, .hafts, corriQors arid all othar wall areas where fire ratings are stipulatl!Ct by cede requlreme~, The same protection Is provided when the universal fint rated door is installed In fire rated ceilings, PIlI,., 2: ~uct Material, ?rlme-palnted steel or stainless sleel: 16. gauge frame with 20.gauge door panel, Ineulldion, 2' mineral fiber insulation sandwiched betWeen rnn~r and outdoor panel. Finish. St~ells dhemlcally bonded with a prime coal of balled-on electroslalfo powder. Stainless steel has a satin IInl$h Hinge. Oon~nuous, type: steel w~h etainless steel pin. Automatlo Pane' Closer. Sirong coli spring makes door self.Closlng and self.latchlng. Look. Self.latohlng,one per door on sizes B. x $" through 36. x 38'; two per door on larger sizes. Flush mounted paddle ia.toh and locking system with flush, y-operated oyIindar'lock with two keys. All doors have I rlor latch release mechanism. sonl'( Anohors. A~hed at factory as S\ST1dard. Four or eight per door depeoding on door siZe. PRkøglng. One perearton. Standal'd.'... ."d Product Numbers ø..,- tr.,,:,g ~=...... = = ...e., ~"""" "'.", 1 . . II!".~2' 12"""2'" 31'1..I1S 1 . " 1'f"" """""" ",..,eo 1 4 eo "",,' 14"',14'" """'4 , 4 " ,"'x,," ,1~/"'i~h' ""~1. 1 4 ,,' is'".. '18'ix'1.'it""."'ãa1~'1-'_. ".. ~' ...¡"'¡;¡'¡¡;--"0â1¡~-,." ," ""',-" ,. 'is' ""1"' Ie' as'.. x "'". ,S!jð-Ol7 I 4 .. 24'x;4' """""'" OIl"'" , . .. "'Ox'" """.so"" ........ 1 4 41 ,,'x'" fAI",WN' ..,...." 1 . .. ~}..... .._.!!Y!.!~~.~!:!!!l._.L-._...l_- --,",-. SO'xlO" ""'x<!G'1t' "1I.o91 1 . ... ,.-,W, .~It',sa'It' 82!."" 1 . .. OIl',"", 8"""""" ...,.,." 1 4 61 "","" .."..",'It 1121"". a I 71 ....",., ,.,I..X""" at"..... a 6 sç , '61o1n"""~n_II>I""""'-"'_.u.~.,,,~,otW, ..,.""""[.",..,,.,"~ .1""".""""""""""1,,, ,P.......-"". "",..,.Ior_I(WoIO""""'"'"~ ..,-..... -""""." """,- an "",.,"""" U1"R Dannhoff, Allyn J. From: Sent: To: Subject: Dannhoff, Allyn J. Tuesday, February 14, 2006 1 :31 PM 'rjacord-csi@new.rr.com' Cranky Pats Bob; The information on the soffit repairs seems acceptable. Please advise the PM that all repairs must be made with FRT lumber (much of the repair lumber does not appear to be FRT (lack of stamp and coloration is noticably different) and the fasteners for the repairs must be gaivanlzed or stainless steel (looks like common power fastener nails were used.) Also the joist hangars must be galvanized, and I also noticed "field modified" nailing gang plates being used in lieu of hangars. (gang plates bent in 90 deg, angle and nailed for support.) Simply put, looking for quality framing practices. Will not be available till after the 26th. Will inspect for compliance at final by viewing through the scuttle hole in the bathroom. This is why I strongly urge them to use quality framing practices, I stongly urge you to work with the trades in determining how the penetrations through the Occupancy separation wall will be made. Also research the head wall details (where the wall meets the precast deck above.) Thanks. Allyn City of Oshkosh Department ofInspections 215 Church Avenue Oshkosh, WI 54903-1130 Attn: Allyn Dannhoff birector of Inspection Sel'Vices Re: Cranky Pats Pizza 100 Main Street Oshkosh, WI Greetings Allyn bannhoff, I am sending infonnation to you regarding the 15 minute soffit system design. Partial Floor Plan 1 5hows the framing above the toilet area. New 2x6 jOi5ts were in5talled in the first few bays of this space and one on each side of the scuttle opening. The5e are sufficient in size to hold up a person a5 was requested, The scuttle is located such that a person can access the electrical box with a tall ladder without having to step onto the soffit fi'aming, This work was completed prior to your e-mail stating that we did not need to beef these joists up. Page 2 shows the soffit in cross section and how a 4' long 2x4 will be sistered to the side of the soffit framing members that have less than 1-112" of wood for bearing. The pipe that was conflicting with the framing members has been lowered so as not to interfere with these framing members. I have discussed this condition with Larson Engineering. Their calculations show that 1-112" square wood members that span 9' win support the 2.5 PSF load from the gypsum board. Cutting the ends of the 2x4 framing members down to 1-112" will still be sufficient to support the load. I have included a spec. sheet from Larson which indicates this. This work has been completed. Page 3 is a longitudinal section of the soffit system. The gypsum board of the 2- hour wall will be cut so it is tight around the penetrating pipes. Fire pillows will be tightly placed in all larger spaces. Fire caulk will be applied at all pipe penetrations as required. Hamilton Benchmark is getting us specification sheets on a 2-hour flte treatment application for this system. This infonnation will be forwarded to you upon receipt. Please review the repairs that have been made as well as the attached infonnation so we can enclose the soffit sy¡¡tem with gypsum board and finish this project. Thank you for your assistance willi these issues. ~(~.a.Q z. .'+.~6 Project Architect !O 'd 88LÞ96ÞOG6 'ON X\;J:I tIDIl:\'""." "I!lli" '" 0/"1 JIlL 900HI-"" _ili~ I I ¡ I I I I I I I I W.I iOgl I s~lo. bbr I 3 INSTALL 2X6 ON ONE SIDE OF FRAMING MEMBERS ON EACH SIDE OF THE SCUTTLE OPENING, rOUR REQUIRED. PARTIAL FLOOR PLAN SCALE: 3/8" - 1'-0" CD CRANKY PATS PROJECT ~05-1036 rES. 14, 2006 ~O 'd 88Lt9~tO~6 'ON XIJ.:I NOI1OOèllSNOO èl3H1NIJÐ Wd O~:~I 3m 900~-tl-83.:1 2-HDUR PRECAST CONCRETE PLANK. ACOUSTICAL GRID AT EACH SUPPORT MEMBER THAT HAS BEEN CUT ('JHERE THERE IS A MlNIMUM OF 1.5' OF 'JOOD REMAINING TO BEAR ON), ATTACH A 4' LONG 2X4 TO ONe: SIDE. SECURe: 'JITH TIo'O <2) 2.5' LONG NAlLS E:VERY 10' D.C. CALCULA TIDNS BY LARSON ENGINEERING I;ONF"lRM THAT 'J(¡' GYPSUM BOARD <~ PSFJ 'JILL BE EASILY SUPPORTED USING 1.5'XI.5' F'lRE TREATED LUMBER AT 9'-0' SPAN AND 16' D,C. M!NIMUM OF 1.5' SOLID \JOOD ME:MBER 'JILL SUPPORT GYPSUM BOARD. ADD 2X4X4' TO ALL MEMBERS THAT HAVE LESS THAN 1.5' MIN. BEARING.. SOFFIT SECTION SCALE: 3/8" - :1.'-<>" AT EACH SUPPORT MEMBER THAT HAS BEEN CUT (\JHE:RE THE:RE, IS A MINIMUM OF I.;;' OF 'JOOn REMAINlNG TO BEAR ON), ATTACH A 4' LONG 2X4 TO ONE: SIDE. SECURE 'JITH T'JO <2) 2.5' LONG NAILS EVERY 10' O.C. EO 'd SECTION SCALE: 3/8" - 1'-<>" 88LÞ92Þ026 'ON XV:! NE'J 2X4 <:;> cr> @ CRANKY PATS PROJECT ~05-1O36 FEB. 14. 2006 NOI1omUSNOO H3H1N\j~ l-Jd 02:2! 301 9002-Þ!-B3:! ¡;-HOUR PRECAST CONCRETE: PLANK. PROVIDE FIRE PILLOVS BETVEEN CONDUITS, CUT GYPSUM BOARD AS CLOSE AS POSSIBLE TO NON-METALIC CONDUITS. FIRE CAULK All JOINTs. t( Õ"> TYPICAL SECTION SCALE: 3/8".. 1'.()" 0 CRANKY PATS PROJECT ÞOS-I036 FEa, 14, 2006 vO 'd 88LV9ZvOZ6 'ON X\!.:I NOIlOOHlSNOO H3HIN\!Ð Wd IZ:ZI 301 900Z-vl-83.:1 ~ <= <= -- "" <= LD <= =~ 0..: co co r-- "'" = (\J "'" = (\J 0) c5 :z: :x: <r: LL. :z: 3 E- o :::> ~ u;¡ :z: C) 0 Ck: LLJ ::r: E- :z: <r: e> iš:~ -- (\J -- >0 (\J"'" -;..; LLJ -< :::> E- Z; :::> =~ = ="" (\J=> I => """" ï~ c:c""" LLJ .... LL. '" => ~~:~=~~,~~"Gra(!ê,;,,~~~F:~""'fl "'; ':-"::i=v', Spruce Pine Fir 112 875 ~O 70 "Fc¡ierp '<,.'é':o%fc,'Z~<;I:.B,~:a:,:::. . 425 1150 1400000 ,'..\FlrWldlh :'FlrLL(psf) 'SnowWldth .SnowLL(psf)UnRLOad(plf 0.00 0.00 0.00 0.00 6065 ...},~... ...{'-OO .. 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"235,99"""3$4.42 '215.74 315:74" 0 :2.~¡j60',n338.4( , 648.55 840,00 623.76" 757:89 . :' 776:94 ,9Q():~~, "OK' 'OK" 'OK n- oK 'OK' "ÒK ok OK' 'OK' """"i'dn 25083 '35117 .. "7211'¡ '7B385 . .' 86955' "102005 : '33444'¡' 374368 . 533647' (þø 'Fo>t. Ge,"é f"Ø1L S 01'- ~""IJ" .." ;,';' "GONS ~~'q#: :""""'" . . . ~., \ ""' ~ .,~. U.""'JU. . . K~!.1PE '.~~~~~ , '~7i;Î6& 'USpan 393852 '700.82"" 771: 19 . 342651 50Ú9 470.36 c. ~.... ~ T{¡;:?<..~ A. Page 1 - --'v- - ~ 1&0 ;V. /Z1o.. .' 1""\ Sf 90-<' +\'0.\ oS .+e- P f 0... \'\ 80 FT. UðfUðf¿UUD m ~;UU fA! ~,UmUJð~ lianrner - zna ÞiOOr - - _. - /-1 A X ¡I/ fAIN STREET =>: ~ '" '" ."'1 ~'~ . 6..+ " --, ~ ~ 11\ ' ~ Q. "'1-11 ;;; ~ f '" I §! g ~ 5t i§1 ~ ¡ ~ ~ 002/003 /1 ....,...' 5<:..0- e. I =- ,¡.:"" /0 I~ 1£;;5 ¡~ ¡ Itb.. It;] I~ Ie::: ¡t.:t:i UJ/UJJ¿UUD flU ~:UU Y,U mmU3ð~ lianrner - 2nd mor ~ 003/003 Cõo..\1\ k Y {>,:;..,J \,5 {ðO AI. ¡1'(o..~~ st. :c ð ~ :æ; ,-1 ~ ::; .:..",,-t e. /" :;::; /0 ' :~ ,0 .~ \I'm :; ~ rJ r'1 '" (r>. (' J.':1 .,¡: ~ p ~ r '-Ò" 'r ~, wv '" ..>:: 'X. ~ x« ""oJ ~-l: )(~ 'x '< , ";õëi "r ::;-- tj¡ Vi' T r ~ & ~ ~ :I VI ~ "I () ;, I ~- , ç 1 B ~ {t , i ..1 DEPARTMENT OF PUBLIC WORKS 215 Church Aveuue P.O. Box 1130 Oshkosh, Wiscousiu 54903-1130 Ph. (920) 236-5065 Fax (920) 236-5068 ~ OfHKOfH ON ;H' WA'" MEMORANDUM Date: To: March 2, 2006 Danyn Búrich From: James Rabe RE: Cranky Pat's - 100 N. Main St. Darryn, I met with Brian ITom Ganther Cons1ruction onsite at 100 N. Main S1. this morning to discuss the proposed location of the HV AC unit at the northwest comer of the building. There was some question as to whether this unit would conflict with the stonn water detention area to the north of the building. Based upon the site visit, and discussion with Dave Patek, Director of Public Works, we approve of the proposed location, with the following condition: The detention area adjacent to the cU1Tent cons1ruction has been cons1ructed with,the correct amount of runoff storage per the approved Stonn Water Management Plan for the site. If you have any questions regarding this matter, please do not hesitate to contact us. James Rabe Civil Engineer I cc: David Patek, Director of Public Works Ed Potempa, Civil Engineer II Allyn Dannhoff, Director of Inspection Services I:\Engineering\SWMP - (Non-residential)\lOO N. Main St\Cranky Pats Restaurant Memo 03-02-2006.doc Pagel of 1 DEPARTMENT OF PUBLIC WORKS 215 Church Avenue P.O. Box 1130 Oshkosh, Wisconsin 54903-1130 Ph. (920) 236-5065 Fax (920) 236-5068 ~ OJHKOfH ON THE WAm MEMORANDUM To: March 2, 2006 DaITyIl Burich Date: From: James Rabe RE: Cranky Pat's -100 N. Main St. Darryn, I met with Brian from Ganther Construction onsite at 100 N. Main St. this morning to discuss the proposed location of the HV AC unit at the northwest corner of the building. There was some question as to whether this unit would conflict with the storm water detention area to the north of the building. Based upon the site visit, and discussion with Dave Patek, Director of Public Works, we approve of the proposed location, with the following condition: The detention area adjacent to the current construction has been constructed with the correct amount of runoff storage per the approved Storm Water Management Plan for the site. ' If you have any questions regarding this matter, please do not hesitate to contact us. ~ James Rabe Civil Engineer I cc: David Patek, Director of Public Works Ed Potempa, Civil Engineer II UdÍyn Dannhoff, Director offuspection Services 1:lEngineeringlSWMP - (Non-residential)\l 00 N. Main St\Cranky Pats Restaurant Memo 03-02-2006.doc Pagelofl ,¡, NOV 1 42005 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TOO #: (608) 264-8777 www.commerce,wi.gov/sb/ www,wisconsin.gov "'i commerce.wi.gov ~ !~E9J)§1Q November 09, 2005 u;:'¡;;-,;ìT;:~:;:;r:- o~ OO~J!:¡~1:î~~rt !Df\l£LO?M~ijr Jim Doyle, Governor Mary P. Burke, Secretary CUSTIDNo.273694 ATTN: Buildings & Structures Inspector ROBERT J ACORD CONTRACTING SPECIALISTS INC 145NCOMMERCIALST STE 100 NEENAH WI 54956-3005 BUILDING INSPECTION CITY OF OSHKOSH POB 1130 OSHKOSH WI 54902 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/09/2006 . IdeiïÌificálioiï'N'¡1illbers Transaction ID No. 1201986 Site ID No. 639143 SITE: Cranky Pats Restaurant lOON Main St City of Oshkosh, 54901 FOR: Facility: 668184 CRANKY PATS RESTAURANT 100 N MAIN ST OSHKOSH 54901 Object Typ~: Building ICC Regulated Object ID No.: 1044205 Major Occupancy: Business; Type IIA Metal Frame Protected class of construction; Aiteration plan; 3,400 project sq ft; Completely Sprinklered; Occupancy: A-2 Dining & PrinIång, Sprinkler Design: NFP A- 13 Sprinkler The submittal described above has been revi~wed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The subinittal has been CONDITIONALLY APPROVED. The owner, as defmed in chapter 101.0 I(I 0), Wisconsin Statutes, is responsible for compliance with all code requir~ments. The following conditions shall be met during construction or installatjon and prior to occupancy or use: Also Address mc 302.3.3 Each use of the building shall be classified and completely separated ftom adjacent areas by fire barrier walls or horizontal assemblies, or both, having a fire-resistance rating detennined,per Table 302.3.3. Rated separation is required at floor/cèiling assembly between A-2 and R-2 and wall assembly between A-2 and Tenant space #4. 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 t6 installation. The submitted HV AC plans shall match the approved building plans. Reminders Comm 61.31(2)(b) A copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. Changes to the approved plan must be submitted for review and approval. Failure to properly attach the approval and index page to plans that match the copy on file with the D~partrnent may result in enforcement action underss. 101.02 or 443.13, Statuteso Comm 61.30(3)' Tills review does not include lighting. Comm 63.0001 Prior to installation, lighting plans and calculations shall be prepared in compliance with the code and properly signed and sealed. The plans shall be available at the job site as requested by the Department representative or local official. Comm 62.0400(2)- Provide an area on site for the storage of recyclable materials per this section. ROBERT J ACORD Page 2 11/912005 , me 1209.1 Provide toilet and bathing room floors with a smooth, hard, nonabsorbent surface extending a minimum of 6 inches along the waIl, except when located within dweIling units. me 2603.4.1.3 No thennal barrier or sprinkler shaIl be required where foam plastic insulation of a walk-in cooler or iÌeezer unit does not exceed 4 inches, has a covering of at least 0.032 inch rllmninum or 0.016 inch corrosion-resistant steel, a maximum 75 flame spread index and is under 400 sf of the aggregate floor area. The foam plastic may be up to ID inches thick with a thennal barrier. mc 903.3.1.lIComm 61.30(3)/Comm 61.31(1)(b) This structure is indicated as being fuIlyprotected by an automatic fire sprinkler system (see NFPA 13). This approval does not include a review of the system. The owner shaIl have and make available upon request by the department a copy of the reports documenting the acceptability of the completed system (see NFPA 13-2002, sections ID-I and 10-2)". mc 303.1 This occupancy is a Group A-2 use as it is intended for food and/or drink conswnptlon. ICC/ANSI All 7.1 Sec. 604.3.1 Clear space around the water closet shaIl be 60 inches iÌom the side wall and 56 inches iÌom the back waIl. No other fixtures or obstructions including lavatories and urinals shaIl be within the clear floor space required for the water closet. Designer to verify that the changing tablet?) does not approach into the required clear space. ICC/ANSI All7.1 Sec. 606.6 Pipe protection shaIl be provided underlavatories and sinks for the drain and water pipes or otherwise be configured to protect against contact. There shaIl be no sharp or abrasive surfaces under lavatories or sinks. ICC/ANSI All7.1 Sec. 404.2.7 Handles, pulls, latches, locks, and other operable parts on accessible doors shall have a shape that is easy to grasp with one hand and not require tight gripping, pinching or turning of the wrist. The hardware shall be placed at least 34 inches, but not more than 48 inches above the floor surface. Comm 61.36(1 )(c) This approval wiIl expire I year after the date of this letter if the work covered by this approval is not completed and the building ready for occupancy within that year. A copy of the approved plans, specifications ánd this letter shall be on-site during construction and open to inspectiol). 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 penuits required by the state or the local municipality shall be obtained prior to commencement of con.:;tructionfinstallationfoperation. If this construction project will disturb one or more acres ofland, an Erosion Control Notice of Intent (NOl) shall be,fi!ed 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 complianceo As per state stats 101.12(2), nothing in this review shaIl relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this cqrrespondence maybe made to me at the telephone number listed below, or at the address on this letterhead. ~.C~ . Warren Douglas Erler Plan Reviewer, Integrated Services (608)789-4690, Mon - Fri; 7:45 am - 4:30 pm derler@connnerce.state.wi.us Fee Required $ Fee Received $ Balance Due $ 390.00 390.00 0.00 WiSMÆRT :code: 7Q4'8 cc: Kevin Duffy, Ganther Construction Inc PeterR Ochs, Building Inspector, (920) 948-3500, Friday, 7:45 A.M. - 4:30 P.M. Martin Ganther Group LLC ContracÜng Specialists, Inc, p, 0, Box 250 Neonah, WI 54957-0250 Customer ill No; 273694 October 31, 2005 WI Department of Commerce Safety and Buildings 4003 N Kinney Coulee Rd, LaCrosse, WI 54601-1831 Attn: Warren Douglas Erler, Building Plan Reviewer Fax; 608-785-9330 SITE: Cranky Pats Restanrant 100 N, Main Street Oslùcosh, WI 54901 Wumebago County FOR: Object Type: Bmlding ICC Major Occupancy: BUSINESS Type IIA Metal FIame Protected Unprotected Class of Construction Sprinkled Transaction ID 1201986 Site ID No, 639143 GIeetings Warren Douglas Erler, n",nk you for taking time this past Friday to discuss e ab ve project. There were two issues that you mentioned that needed a respouse: The existiug stair tower exits through an exis 'ng c' IIidor. This coIIidor has a fire rating equal to the stair enclosure, I have enclosed a stampe dra g stating this, The door at the end of the Toilet Room Hall ill b uoted as a future door, Access will be requircd at some time so this door will be pH in at later date, I have enclosed a stamped drawing showing this door as being a future door. 'Thank you for your assistance with this review, If You ave lY qnestions or requ;Ie additional informaÜon please contact 111e Bob Acord at 920-886-8700 or e- i1 me t 1iacoId-csÍl,unew,u',com. ~ C/h" Robert J, Acord ,0' ~ Project Arclritect Customer ID # 273694 I-d EO¿8988026 I SiSII~IJ3dS SWliJ~~iWDJ W~95:6 5002 80 ^OW ..¡ commerce.wi.gov u:J i~E9J}!JJ'! RECEIVED Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE Wi 54601-1831 TOO #: (608) 264-8777 www,commerce.wi.gov/sb/ www.wisconsin.gov January 06, 2006 JA-N 09 2006 DEPARTMENT Of COMMUNITY DEVELOPMENT ATTN: Buildings & Structures Inspector Jim Doyle, Governor Mary P. Burke, Secretary CUST ID No. 273694 ROBERT J ACORD CONTRACTING SPECIALISTS INC 145 N COMMERCIAL ST STE 100 NEENAH WI 54956-3005 BUILDING INSPECTION CITY OF OSHKOSH POB 1130 OSHKOSH WI 54902 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/09/2006 SITE: Cranky Pats Restaurant lOON Main St City of Oshkosh, 54901 FOR: Faciiity: 668184 CRANKY PATS RESTAURANT 100 N MAIN ST OSHKOSH 54901 Description: RESTAURANT Object Type: Building ICCRegulated Object ID No.: 1044265 Révision; Major Occupancy: Business; Type IIA Metaj Frame Protected class 'of construction; Additiou-Alteration pjau; 3,400 project sq IT; Completely Sprinklered; Occupancy: A-2 Dining & Drinking, R-2 Apartments & DOImitories; Sprinkler Design' NFPA-13 Sprinkler The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CO~ITIONALL Y APPROVED. The owner, as derIDed in chapter 101.0 1(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 HV AC pjans, calculations, and appropriate fees are required to be submitted for review and approval prior to installation. The submitted HV AC plans shall match the approved building plans. Note as per Comm 2.10 installation of HV AC without approved pjans could result in double fees. Reminders Comm 61.30(3) This review does not include lighting. Comm 63.0001 Prior to installation, lighting plans and calculations shall be prepared in compliance with the code and properly sigued and sealed. The plans shall be available at the job site as requested by the Department representative or local official. Comm 62.0400(2)- Provide an area on site for the storage of recyclable materials per this section. mc 1209.1 Provide toilet and bathing room floors with a smootlÌ, hard, nonabsorbent surface ex1ending a minimum of 6 inches along the wall, except when located within dwelling unitso mc 2603.4.1.3 No thermal barrier or sprinkler shall be required where foam plastic insulation ofa walk-in cooler or fteezer unit does not exceed 4 inches, has a covering of at least 0.032 inch aluminum or 0.016 inch colTosion-resistant steel, a maximum 75 flame spread index and is under 400 sf of the aggregate floor area. The foam plastic may be up to 10 inches thick with a thermal barrier. ROBERT J ACORD Page 2 1/6/2006 IBC 903.3.1.1/Comm 61.30(3)/Comm 61.31(1)(b) This structure is indicated as being fully protected by an automatic [¡re sprinkler system (see NFPA 13). This approval does not include a review of the system. The owner shall have and make available upon request by the department a copy of the reports documenting the acceptability of the completed system (see NFPA 13-2002, sections 10-1 and 10-2). IBC 303.1 This occupancy is a Group A-2 use as it is intended for food and/or drink consumptiou. ICC/ANSI A1l7.1 Sec. 604.3.1 Clear space around the water closet shall be 60 inches from the side wall and 56 inches from the back wall. No other [¡xtures or obstructions including lavatories and urinals shall be within the clear floor space required for the water closet. (Designer to verify that changing table doesn't interfere with required clear space.) ICC/ANSI A117.1 Sec. 606.6 Pipe protection shall be provided under lavatories and sinks for the drain and water pipes or otherwise be con[¡gured to protect against contact. There shall be no shaIp or abrasive surfaces under lavatories or sinks. ICC/ANSI A1l7.1 Sec. 404.2.7 Handles, pulls, latches, locks, and other operable parts on aècessible doors shall have a shape that is easy to grasp with one hand and not require tight gripping, pinching or turning of the wrist. The hardware shall be placed at least 34 inches, but not more than 48 inches above the floor surface. Comm61.36(1)(c) This approval will expire I year after the date of this letter if the work covered by this approval is not completed and the building ready for occupancy within that year. A copy of the approved plans, speci[¡cations and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Ifplan 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 me with the Department. All pennits required by the state or the local municipality shall be obtained prior to conunencement of construction/installation/operation. If this construction project will disturb one or more acres ofland, an Erosion Conttol Notice ofIntent (NOI) shall be med 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. ~~O é:~ Warren Douglas Erler Plan Reviewer, Integrated Services (608)'789-4690, Mon - Fri; 7:45 am - 4:30 pm derler@conunerce.state.wi.us Fee Required $ Fee Received $ Balance Due $ 150000 150.00 0.00 cc: Ben Ganther, Ganther Construction Inc Peter R Ochs, Building Inspector, (920) 948-3500, Friday, 7:45 A.M. - 4:30 P.M. Iif¡.,. ¡, commerce.wLgov - 'U:J i~E9 JJ~JX! RECE\VED Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TOO #: (608) 264-8777 www,commerce.wi.gov/sb/ www.wisconsin.gov January 31, 2006 FEB 022006 DEPARTMENT OF COMMUNITY DEVELOPMENT Jim Doyle. Governor Mary P. Burke. Secretary CUST ill No. 259120 ARTIfUR WARREN CONDON TOTAL COMFORT INC 11 BLACKBURN ST PO BOX 184 RIPON WI 54971 ATTN: Buildings & Structures Inspector BUILDING INSPECTION CITY OF OSHKOSH POB 1130 OSHKOSH WI 54902 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/09/2006 SITE: Cranky Pats Restaurant 100 N Main St City ofOsbkosh, 54901 FOR: Facility: 668184 CRANKY PATS RESTAURANT 100 N MAIN ST OSHKOSH 54901 Object Type: HV AC ICC System for Dining room, Bar and restrooms only Regulated Object ill No.: 1059158 2,625 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 defmed in chapter 101.01(10), Wisconsin Statutes, js responsible for compliance with aU code requirements. The foUowing conditions shan be met during construction or instaUation and prior to occupancy or use; Reminders Approval is for the Dining area, bar and restrooms only. The kitchen areas and exhaust hoods require submittal. IMC 507.2 Submit plans for the Type I kitchen exhaust hood over cooking equipment which produces grease laden vapors. AU requirements for hood construction, exhàust rate, enclosure, andflTe suppression shan be addressed. The make-up air that is not part of a short, cycle hood system, must be tempered air, See IMC 508. IBC 1101.2/ANSI A117.1-308.2 & 3 Mechanical system controls shall be located a maximum of 48" above the finished floor if the floor space aUows a forward approach by a wheel chair or if the clear floor spaCe aUows a paraUel approach. IMC 102.1/IMC 313/Comm 64.0313(3) AU operating manuals concerning the HV AC equipment and its maintenance shall be presented to the owner. IFGC S03.8/IMC 401.5/Comm 64.0401(4) Provide outside air exhaust and intake openings a minimum of 10 ft fTom each other. (Toilet room exhaust fTom south door) 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. ARTHUR WARREN Page 2 1/31/2006 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 pennits requITed by the state or the local municipality shall be obtained prior to connnencement of construction/installation/operation. If this construction project will disturb one or more acres ofland, an Erosion Con1Iol Notice of Intent (NO!) 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 requITe 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, W~~¿~ Fee Required $ Fee Received $ Balance Due $ 300.00 300.00 0.00 Warren Douglas Erler Plan Reviewer, Integrated Services (608)789-4690, Mon - Fri; 7:45 am - 4:30 pm derler@connnerce.state.wi.us ,o~,' :'. 'y~y cc: Kevin Duffy, Ganther Construction Inc Condon Total Comfort Peter R Ochs, State Building Inspector, (920) 948-3500 ,Friday, 7:45 A.M. - 4:30 P.M. ~ OfH/<OfH City of Oshkosh Division of Inspection Services 215 Church Avenue PO Box 1130 Oshkosh WI 54903-1130 www,ci.oshkosh.wi.us ON rHE WATER March 15,2006 Paul Sobieck Milwaukee Stove & Furnace 2442 Hutson Road Green Bay, WI 54303 100 Block LLC 100NMainSt. Oshkosh, WI 54901 Site: Cranky Pats 100 N Main St Oshkosh WI 54901 For: Description: Kitchen Exhaust Systems Object Type: HV AC only Class of Construction: IIA - 3400 Sq Ft.; Occupancy: A: Assembly Plan Number: R3-107-1I05-H2 sprinklered The submittal described above has been reviewed for confonnance with applicabie 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 Key Item(s) I Conditions: IMC 302.1 The building or structure shall not be weakened by the installation of mechanical systems. VerifY that existing structure is capable of supporting the additional weight of the proposed rooftop equipment. IMC 304.1 Equipment and appliances shall be installed as required by the terms of their approval, in accordance with the conditions of the listing, the manufacture's instructions and this code. IMC 401.5 Opening Location Outside air exhaust and intake openings shall be located a minimum of 10 feet (3048 mm) from lot lines or buildings on the same lot. Where openings front on a street or public way, the distance shall be measured to the centerline of the street or public way. IMC 401.5.1 Mechanical and gravity outside air intake openings shall be located a minimum of 10 feet from any hazardous or noxious contaminant such as vents, chimneys, plumbing vents, streets, alleys, parking lots and loading docks. IMC 403.1 The amount of supply air shall be approximately equal to the amount ofretum and exhaust air. Provide interlock with exhaust systems. mc 904.11.2 System Interconnection The Interconnection of the fire suppression system shall automatically shut down the fuel or electrical power supply to the cooking equipment. The fuel and electrical supply reset shall be manual. IEhri",m\2006 Comm Plan Rovkw\R3.107-11O5-112 100 N Mall] St Kitohen Hoododoe Page I of2 Comm 61.31(4) Revisions to approved plans. All proposed revisions and modifications which involve rules under thjs code and which are made to construction documents that have previously been granted approval by the department or its authorized representative, shall be submitted to the office that granted the approval. All revisions and modifications to plans shall be approved in writing by the department or its authorized representative prior to the work involved in the revision or modification being carried out. A revision or modification to a plan, drawing or specification shall be signed and sealed in accordance with Comm 61.31(1). MUN 30-35 (1)(5) All rooftop and ground level mechanical equipment and utilities shall be fully screened from view of any street or residential zoning djstrict. Contact David Buck - Associate planner (920) 236- 5062 for additional information on screening requirements. All screening shall be properly anchored in place to resist wind loads. Additionally mc 1608.8 Roofprojections - Drift loads due to mechanical equipment, penthouses, parapets and other projections above the roof shall be determined in accordance with Section 7.8 of ASCE 7. A screening plan for the make-up air unit is required to be approved prior to HVAC permit being issued for this work. City of Oshkosh Mnnicipal Ordinance Section 14-1.2 "Smoking prohibited inside restarants" Note: This plan has not been reviewed for complete compliance wjth this ordinance,as it does not inciude infonnation that addresses all the requirements for review. If there is a desire to create a separately ventilated smoking room, additional plans are required to be submitted for review. SUBMIT: . Comm 61.50 (4) Supervision. Prior to the initial occupancy of an alteration the supervising professional shall file a compliance statement form SBD-9720 with this office. A copy of the approved plans, specifications, and this letter shall be on-site during construction. All permits are required to be obtained prior to commencement of work. In granting this approval the City of Oshkosh Inspection Services Department reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state slats 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 number listed below or the address on this letterhead. ~ Building Systems Consultant (920) 236-5051 Monday-Friday 7:30 A.M. to 8:30A.M and 12:30 A.Mto 1:30 P.M. bnoe@ci.oshkoshowi.us cc: Property file Fee Required $ Fee Received $ Balance Due $ 230.00 230.00 0.00 1t'.¡'ri"nn'.20(J6 Comm Plan Revio,,"tRJ,lO7.ll05,H1100 N Main S, Kitchen 11",,]"'<1°' Page 2 of2 Section 518(C)4.- 2005 NEC Page 1 of2 Dannhoff, Allyn J. From: Mark Hlbert [hilbert@metrocast.net] Sent: Monday, February 27, 2006 6:49 AM To: adannhoff@cLoshkosh.wi.us Cc: James W. Carpenter; Donald Jo Talka; Carol Henderson Subject: RE: Section 518(C)4.- 2005 NEC (Log #24820) MH To: Allyn J. Dannhoff From; Mark R. Hilbert, Advisory Service Staff Dear Mr. Dannhoff: As I understand your question, you are asking if the Rigid Nonmetallic Conduit, installed in the specific occupancies described in Section 518.4 (C), must be concealed within a wall assembly that has a 15-minute finish rating or concealed behind a material that has a 15-minute finish rating. In my opinion, this section would require the material that is providing the thermal barrier (Gypsum wallboard, etc.) to have at least a 15-minute finish rating. I agree this is the same thought process described in the Handbook commentary to Section 362.10. I hope this answers your question and addresses your concern. CC: James W. Carpenter, Chair NEC-TCC Donald J. Talka, Chair NEC-P15 Important Notice: This correspondence is not a Formal Interpretation issued pursuant to NFP A Regulations. Any opinion expressed is the personal opinion of the author, and does not necessarily represent the official position of the NFPA or its Technical Committees. In addition, this correspondence is neither intended, nor should be relied upon, to provide professional consultation or services. We are on the Web!! Visit out home page at ~,nfi;m,OJ:g NFP A e-mail addresses are as follows: National Electrical Code: NEcPIßEcT.@NFPAorg Life Safety Code: LSC@NFPAoorg National Fire Alarm Code: FIREALARM@1'!pPAorg Sprinklers: .NFPA13@NF--P-A,oxg Hazardous Materials/Chemical: IIAZCUEM@NEPA.,QßG Fire Investigations: INVESTIGATIONS @NFPAORG Marine Fire Protection: MARINE@NFPAorg library: Libr¡¡,ry@NpPAQfg Customer Service: Custserv@NFPAorg From: Dannhoff, Allyn J. [mailto:adannhoff@ci.oshkosh.wLus] Posted At: Monday, February 06, 2006 5:50 PM Posted To: EE Pool Conversation: Section S18(C)4.- 2005 NEC Subject: Section 518(C)4.- 2005 NEC 2/27/06 ~, Section 518(C)4.- 2005 NEC Page 2 0[2 Allyn Dannhoff, Director of Inspection Services City of Oshkosh Member 10 419420 phone 920-236-5045. Dear Sir or Mam; We have the following situation and seek your direction. We have a restauranVtavern (Assembly Hall) being developed in a non-combustible building, 7 stories tall. When the building was built in 2002, the first floor was left vacant for future commercial tenant development. Floors 2-7 are apartments. The electric that is supplied to the upper floors is fed from the basement. All of the wiring as it runs through the first floor is in rigid non-metallic conduit. We have identified that section 518.4(C) requires this non-metallic conduit to be concealed behind walls, floors, ceilings that provide a thermal barrier of material that has a least a 15 minute Finnish rating as identified in listings of fire rated assemblies. This has caused some difference of opinions with interpretation and application. Should this be applied in a manner in which a tested/listed assembly that provides a 15 minute finish rating is used or is this simply meant to require a membrane/material that provides a 15 minute thermal barrier and the code only stated "as identified in listing of fire rated assemblies" as a way to identify what wall/floor/ceiling covering materials are allowed to satisfy this requirement. I see that the 2005 NEC Handbook commentary for 362.10 offers a more in-depth analysis of this question. Specifically, the commentary on page 398 states "it is not the intent to limit ENT to constructions consisting of combustible support members. This section is intended to provide a 15-minute thermal barrier as a minimum threshold of acceptability." However, I do not know if this same thought process was intended or should apply to section 518.4(C) because this section involves Assembly Halls, and the intent of the code may have been to offer better protection for assembly halls than what is required in section 362.10. In summary, can non-metallic tubing and conduit in assembly halls simply be concealed in walls, floors and ceilings with a 15 minute thermal membrane (as is allowed in section 362.10) regardless of how the walls, floors and ceilings are constructed? Or are we to require the floors, walls and ceilings to meet a 15 minute finish membrane as a tested-listed assembly? If there is any way to expedite an answer, it would be greatly appreciated. We have been trying to solve this for days and I am of the opinion the section 518.4(C) could be applied in either direction. Thank you for your assistance. 2/27/06 ,/W: Section 518(C)4.- 2005 NEC Page 1 of3 Dannhoff, Allyn J. From: Dannhoff, Allyn J. Friday, February 10, 2006 8:49 AM jhertel@commerce.state.wLus'; Henry Kosarzycki (E-mail) 'rjacord-csi@new.rr.com'; 'tgarvey@commerce.state.wi.us'; 'rweber@commerce.state.wi.us'; 'dmemeguin@commerce.state.wLus'; Kraft, Warren P.; Benner, Kevin; " mewing@commerce.state.wi.us'; 'blafriniere@ganther.com' Subject: FW: Section 518(C)4.- 2005 NEC Sent: To: Cc: Good Morning Joe and Henry; While this office is considering our disagreement regarding the application of NEC 518.4(C) closed, I thought you might appreciate the following commentary from NFPA. I had tried gaining this information prior to this past Wednesday because I recognized the State was not going to reconsider its position on this issue regardless of the logic presented. I am also forwarding this to the Supervising Professional and Contractors involved to demonstrate this office was not "fabricating its own interpretation" or "making a mountain out of a molehill" as we were accused. In fact, this office spends considerable energy in trying to help designers and contractors by pointing them in the direction to find solutions to their code issues, rather than just pointing out code violations and leaving them at their own devices to find such solutionso Respectfully; Allyn Dannhoff -----Original Message--m From: Sargent, Jeffrey [mailto:jsargent@NFPA.org] Sent: Thursday, February 09, 2006 4:17 PM To: adannhoff@ci.oshkosh.wi.us Cc: Carpenter, James (E-mail); donald.j.talka@us.u1.com; Vondrasek, Bob; Henderson, Carol Subject: RE: Section 518(C)4.- 2005 NEC To: Allyn Dannhoff, Director of Inspection Services From: Jeffrey Sargent, NFPA Senior Electrical Specialist Date: 2/9/06 Section 518.4(C) in the 2005 NEC permits the use of rigid nonmetallic conduit and electrical nonmetallic tubing within walls, floors, ceilings and above suspended ceilings of assembly occupancies provided that the assembly (wall covering and supporting structure) provide a minimum 15 - minute finish rating. The 15 - minute finish rating is established in a compilation of listings of fire-rated assemblies that is acceptable to the authority having jurisdiction. This section does not open the door for the assembly to be constructed of materials other than those identified in the listings of fire-rated assemblies that provide a 15-minute finish rating. It should be noted that by its location in Chapter 5 of the NEC, the requirements of Article 518 may amend or modify the general requirements of Chapters 1 through 4. In this case, the bar has been raised for the use of these methods in assembly occupancies and this provision is 2/10/06 ~W: Section 518(C)4.- 2005 NEC Page 2 00 more restrictive than the general rules for uses permitted in 352.10 for RNC and 362.10 for ENT. The substantiation for this proposal that resulted in the inclusion of this provision (first included as Exception No.3 to 518-4 in the 1996 NEC) indicated that due to the type of occupancy covered in this article, the need to provide enhanced protection for the nonmetallic wiring methods was achieved through strict adherence to the use of assemblies identified as being able to provide the 15 minute finish rating as described in the current fine print note following 518.4(C) and that the rules for assembly occupancies were indeed more restrictive than the general installation allowances. As with any requirement of the NEC, 90.4 allow the authority having jurisdiction to permit alternative approaches to compliance where equivalency can be demonstrated and documented. This correspondence is not a Formal Interpretation issued pursuant to NFPA Regulations. Any opinion expressed is the personal opinion of the author, and does not necessarily represent the official position of the NFPA or its Technical Committees. In addition, this correspondence is neither intended, nor should be relied upon, to provide professional consultation or services. We are on the Web!! Visit out home page at www.nfpa.org NFPA e-mail addresses are as follows: National Electrical Code, NEC@NFPA.org Life Safety Code: LSC@NFPA.org National Fire Alarm Code: FIREALARM@NFPA.org Sprinklers: NFPA13@NFPA.org Hazardous Materials/Chemical: HAZCHEM@NFPA.ORG Fire Investigations:INVESTIGATIONS @NFPA.ORG Marine Fire Protection, MARINE@NFPA.org library: Library@NFPA.org Customer Service: Custserv@NFPA.org ----Original Message---- From: Dannhoff, Allyn J. Sent: Monday, February 06, 2006 4:50 PM To: 'nfpa70@nfpa,org' Subject: Section 518(C)4.- 2005 NEC Allyn Dannhoff, Director of Inspection Services City of Oshkosh Member ID 419420 phone 920-236-5045. Dear Sir or Mam; We have the following situation and seek your direction. We have a restaurant/tavem (Assembly Hall) being developed in a non-combustible building, 7 stories tall. When the building was built in 2002, the first floor was left vacant for future commerciai tenant development. Floors 2-7 are apartments. The electric that is supplied to the upper floors is fed from the basement. All of the wiring as it runs through the first floor is in rigid non-metallic conduit. 2/10/06 ",FW: Section 518(C)4.- 2005 NEC Page 3 0[3 We have identified that section 518.4(C) requires this non-metallic conduit to be concealed behind walls, floors, ceilings that provide a thermal barrier of material that has a least a 15 minute Finnish rating as identified in listings of fire rated assemblies. This has caused some difference of opinions with interpretation and application. Should this be applied in a manner in which a testedllisted assembly that provides a 15 minute finish rating is used or is this simply meant to require a membrane/material that provides a 15 minute thermal barrier and the code only stated "as identified in listing of fire rated assemblies" as a way to identify what walilfloor/ceiling covering materials are allowed to satisfy this requirement. I see that the 2005 NEC Handbook commentary for 362.10 offers a more in-depth analysis of this question. Specifically, the commentary on page 398 states "it is not the intent to limit ENT to constructions consisting of combustible support members. This section is intended to provide a 15-minute thermal barrier as a minimum threshold of acceptability." However, I do not know if this same thought process was intended or should apply to section 518.4(C) because this section involves Assembly Halls, and the intent of the code may have been to offer better protection for assembly halls than what is required in section 362.10. In summary, can non-metallic tubing and conduit in assembly halls simply be concealed in walls, floors and ceilings with a 15 minute thermal membrane (as is allowed in section 362.10) regardless of how the walls, floors and ceilings are constructed? Or are we to require the floors, walls and ceilings to meet a 15 minute finish membrane as a tested-listed assembly? The issue at hand locally is whether a steel stud/metal frame assembly with 5/8" X sheetrock can be used, or must a system with wood framing be used as found in tested/listed assemblies (referring to the FPN found after section 518.4(C). If there is any way to expedite an answer, it would be greatly appreciated. We have been trying to solve this for days and I am of the opinion the section 518.4(C) could be applied in either direction. Thank you for your assistance. 2/10/06 Dannhoff, Allyn J- From: Sent: To: Cc: Subject: Dannhoff, Allyn J. Wednesday, February 08,20063:19 PM 'rjacord-csi@new.rr.com' Benner, Kevin; 'jhertel@commerce.state.wLus'; Kraft, Warren P. 15 minute thermal barrier Bob; This office will enforce the 15 minute thermal barrier (rather than finish rated assembly) as directed by the State. As such, you would not be obligated to use the fire retardant treated lumber, rather you can use metal framing. Please forward the structural information regarding repairing the notched joists. Piease advise Brian or Jeff to call for an inspection of the soffit when all repairs are made. Also, reviewing the plan review letter, I found mention of an occupancy separation requirement at the south end of this tenant space. Please advise how this will be addressed. How will the conduits penetrating this south wall be addressed? Thank you. Allyn Dannhoff finish Rating Requirements Page 1 of7 .' Dannhoff, Allyn J. From: Kraft, Warren P. Sent: Wednesday, February 08, 2006 2:16 PM To: 'Kosarzycki, Henry' Cc: Dannhoff, Allyn J.; Hertel, Joe Subject: RE: Finish Rating Requirements Sir: Thank you for your clarifying remarks. Based on what you state, I will advise the Inspection Services Division to follow the state's position as agents of the state. In this regard, shouid anything untoward occur because of the state's agents adhering to Mr.. Hertel's instruction, the City of Oshkosh will not be held responsible because our inspectors are acting as state agents under the Department's specific direction and control. As a further note to your response about circuit court intervention, the city raised that issue in the then-ending litigation and both the circuit and appellate courts brushed it aside. We day-to-day practitioners all learn the hard way that what the state says is not always what the court necessarily adopts as the law of the land -- all those interpretative rules we're trained to follow notwithstanding. Please note that, for the record, while I do not view the Department's education as legally defensible, because of the role the city inspectors are playing as agents of the state, I understand that I have no choice but to advise the inspectors to follow Mr.. Hertel's missives. TNX, Warren P. Kraft City Attorney Office 215 Church Ave I P. O. Box 1130 I Oshkosh WI 54903-1130 (920) 236-5115 I (920) 236-5090 fax wkraft@ci.oshkosh.wi.us IMLA Regional Vice President Washington DC 20005 -----Original Message----- From: Kosarzycki, Henry [mailto:hkosarzycki@commerce.state.wi.us] Sent: Wednesday, February 08, 2006 2:06 PM To: Kraft, Warren P. Cc: Dannhoff, Allyn J.; Hertel, Joe Subject: RE: Finish Rating Requirements Good Afternoon Mr. Kraft, I have been included in the preceding string of email communication based on my role as program manager acting as auditor and liaison with all of our agent municipalities in the state of Wisconsin. In an attempt to clarify the matter at hand I would like to offer the following points. . Specific to the matter at hand the City of Oshkosh is acting as an agent of the state and for that reason must recognize and administer the rules under our direction. . Mr. Hertel is providing instruction, which is all too often referred to as interpretation suggesting individual opinion. Mr. Hertel is providing this direction based on the division of Safety and Building's consistent administration of the said rule. . The City of Oshkosh under "home-rule" reserves the right to enforce what ever rules they have under municipal ordinance which may be more restrictive than the state code. Contrary to that, where there is no municipal rule on any given subject the state administrative rules, adopted standards and statutes are applied accordingly. 2/8/06 finish Rating Requirements Page 2 of7 . One final concern that I had was specific to your comment regarding "circuit" court action over state administrative rule. Under the Administrative section of the Commercial Building Code (s, Comm 61.21 and subsequently Comm 16.07) an appeal process is in place where by an individual can appeal a municipal order as well as state direction. If in fact resolution can not be met, a hearing process is in place. I understand that you find the Inspection Services Division interpretation to be quite reasonable and legally defensible, I woul.d caution you that the Inspection Services Division is assuming the role of interpretation and subsequent enforcement of state code that is contrary to the Division of Safety and Building Division direction. I am always available to discuss these matter further at your convenience. I hope that this has helped resolve the matter at hand. Henry Kosarzycki, AIA mailing address: 141 NW Barstow Street Waukesha, Wisconsin 53186-3789 mobil phone number: 608-212-0138 From: Kraft, Warren P. [mailto:WKraft@ci.oshkosh.wi.us] Sent: Wednesday, February 08,2006 12:33 PM To: 'Hertel, Joe'; Dannhoff, Allyn J. Cc: Kosarzycki, Henry; 'rjacord-csi@new.rr.com'; Ewing, Monte; Garvey, Tom; Meneguin, Dan; Weber, Ray; Bending, Brian; Benner, Kevin Subject: RE: Finish Rating Requirements Sir Contrary to your assertion that this exchange is wasting your time, I respectfully request that if this is indeed the Department's official policy and interpretation, that the department put this in writing on its letterhead. Otherwise, because I find the Inspection Services Division interpretation to be quite reasonable and legally defensible, I will instruct the city staff to proceed accordingly. This city has been taken to court attempting to enforce the department's "interpretation" without any assistance from the department's legal staff and has been soundly thrashed in circuit and appellate court. Therefore, we will continue to enforce our division's interpretation unless and until the city receives an official interpretation on Department letterhead. TNX, Warren P. Kraft City Attorney Office 215 Church Ave I P. O. Box 1130 I Oshkosh WI 54903-1130 (920) 236-51151 (920) 236-5090 fax wkraft@ci.oshkosh.wi.us IMLA Regional Vice President Washington DC 20005 2/8/06 J:inish Rating Requirements Page 3 of7 -----Original Message----- From: Hertel, Joe [mailto:jhertel@commerce.state.wi.us] Sent: Wednesday, February 08, 2006 9:57 AM To: 'Dannhoff, Allyn J.'; Hertel, Joe Cc: Kosarzycki, Henry; 'rjacord-csi@new.rr.com'; Ewing, Monte; Garvey, Tom; Meneguin, Dan; Weber, Ray; 'Kraft, Warren P.'; 'Bending, Brian'; 'Benner, Kevin' Subject: RE: Finish Rating Requirements Allyn, You are missing my point and wasting my time along with all others involved. The department's position is that a 15-minute thermal barrier is a 15 minute finish rating and the installation you are piaying with is acceptable to the department. If you do not undestand please give me a call. Joe Hertei From: Dannhoff, Allyn J. [mailto:adannhoff@ci.oshkosh.wi.us] Sent: Wednesday, February 08,20069:37 AM To: 'Hertel, Joe' Cc: K05arzycki, Henry; 'rjacord-csi@new.rr.com'; Ewing, Monte; Garvey, Tom; Meneguin, Dan; Weber, Ray; Kraft, Warren P.; Bending, Brian; Benner, Kevin Subject: RE: Finish Rating Requirements Joe; I recognize the parallel you are trying to draw. However one must also consider that chapter three of the NEC is a general chapter that discusses installation issues and Chapter 5 discusses issues that are applied to specific occupancies, (Similar to the building code having chapters that are general to all structures and then having chapters or code items that are applied to specific occupancies.) In this case article 362.10(2) (which only applies to ENT, not rigid non-metallic conduit)) contains specific language in the code (not the commentary) that states "The 15 minute finish rated thermal barrier shall be permitted to be used for combustible or noncombustible walls, floors, ceilings." So from a general code installation requirement it is recognized in the code that the intent of 362.1 0(2) is to focus on the 15 minute thermal barrier vs. a 15 minute finish rating. However, section 352.12(F) prohibits the installation of Rigid Non-Metallic Conduit in Places of Assembly except as allowed in 518.4 and section 362.12(8) prohibits the installation of Electric Non-Metallic Tubing in Places of Assembly except as allowed in 518.4. One should note section 518.4 does not contain the same language as 362.10(2) stating "The 15 minute finish rated thermal barrier shall be permitted to be used for combustible or noncombustible walls, floors, ceilings." Therefore one must recognize that this provision may not have been included because a greater degree of protection may have been desired because it is a place of assembly. This is similar to the Building Code having stricter provisions that apply to assembly occupancies, Since section 518.4 does not contain the language that 362.10(2) has, we believe article 518.4 was intending to focus on a Finish Rating Assembly vs. simply a thermal barrier. If the intent is/was to apply the language of 362.10(2) to places of assembly, there would be no reason to have article 518.4 because non-metallic tubing and rigid conduits would already be compliant with the general installation methods of Chapter 3 wiring methods. When you review the code requirements in chapter 5, Special Occupancies, Article 518 does not contain this same language (either in the actual code or commentary) indicating that 15 minute finish rated thermal barrier can be used for combustible or noncombustible walls, floors, ceilings. In absence of such language, one must apply the 15 minute finish rating requirement as printed. 2/8/06 finish Rating Requirements Page 4 of7 It is recognized that previously section 362,10 said "only assemblies containing combustible support members have published finish ratings," This was modified to allow both combustible and non-combustible framing behind the thermal barrier as a general rule, Apparently there was a recognition that this article in chapter 3 needed to be modified to meet the intent of the code for most installations, However, since this language change was not carried over into section 518.4, one cannot interpret that It was the intent to apply this change to Places of Assembly, If there was an intent to allow this in assembly halls, the code would no longer need the exceptions in 352,12 (F) or 362,10(2) referring one to section 518A, Regarding your reference to IBC Table 720.2,1 A(2): You must first go to the start of this code section to understand the entire section is about the methodology in establishing fire ratings for non-tested/listed assemblies (not finish ratings,) This table, to my understanding has nothing to do with finish ratings, Rather it is the amount of time the material will contribute to the overall Fire Rating of an assembly, In this case the table you cited is to establish the amount of time in Fire Rating (not finish rating) that would be added to a precast or cast in place concrete wall, I have not read the entire scope of section 720, but from what I have skimmed through in the entire section, it never talks about Finish Ratings, Section 720 is a recipe method for establishing fire ratings for various assemblies, I did not see any language about Finish Ratings, The more we research this and analyze this issue, the more I am convinced this office is enforcing article 518.4 correctly, After discussing this issue with our City Attorney, we do not believe we have the latitude to appiy/enforce article 518.4(C) in any other manner than what we have stated, If the Division of Safety & Buildings desires this section to be applied or enforced in any other manner, then such direction must be provided on Division of Safety & Buildings Letterhead, Until such direction is received this office has no choice but to enforce the code as we have stated, As previously indicated, we believe there is justification for supporting a variance, Discussing this with our Electrical Inspector, we believe that protection offered by the required sprinkler system along with the 15 minute thermal barrier ( in place of a 15 minute finish rated system) would provide equal or greater protection, We believe this may be a method to satisfy the code requirements, Sincerely; Allyn Dannhoff -----Original Message----- From: Hertel, Joe [mailto:jhertel@commerce,state,wi,us] Sent: Monday, February 06, 20062:30 PM To: 'Dannhoff, Allyn J.' Cc: Kosarzycki, Henry; 'rjacord-csi@new,lT.com'; Ewing, Monte; Garvey, Tom; Meneguin, Dan; Weber, Ray Subject: RE: Finish Rating Requirements Allyn, This is not an interpretation but rather the application of the building code in Wisconsin, 1/2 inch gypsum provides a 15-minute finish or thermal barrier regardless of the support material. Table 720.2,1 A(2) of the IBC provides a table of values for time assigned to finish materials on fire exposed side of a wall. It does not distinguish whether the support is combustible (wood) or metal. The key is to provide at least a 15 2/8/06 finish Rating Requirements 2/8/06 Page 5 of7 minute thermal barrier and this is accomplished with the 1/2 inch gypsum. If it is Type X gypsum the rating increases to 25 minutes from the 15 at a nominal 1/2 inch thickness. It seems that UL has tested a finish rating for gypsum where it was fastened to wooden studs. The IBC does not distinguish the means. The department adopts the IBC which says 1/2 inch gypsum a 15 minute finish rating and the IBC is the department position. The NEC Handbook has comments which just like the Fine Print Note you cite from Section 518.4(C) are not enforceable, The commentary following Section 362.10 says it is not the intent to limit ENTIo construction of combustible support members. They previously had said only assemblies containing combustible support members have published finish ratings, These rules would also apply to rigid nonmetallic conduit installed in accordance with Article 518 requirements. Joe Hertel Program Manager From: Dannhoff, Allyn J. [maìlto:adannhoff@ci.oshkosh.wi.us] Sent: Friday, February 03, 2006 8:54 AM To: 'Hertel, Joe' Cc: Benner, Kevin Subject: RE: Finish Rating Requirements Thanks Joe. I too wondered about the specifics of the thermal barrier vs. a 15 min. Finish rating assembly. The reason I copied you on this is to determine if S&B has or will issue a formal interpretation or direction on this, This office tries to follow State Direction for the sake of establishing some level of uniformity/consistency with how codes are applied elsewhere in the state. At this point, alii can work with is the verbiage in NEC 518.4 which could be interpreted/applied in two different directions: 1 Meet a testedllisted finish rating, which per U/L assemblies with steel framing will not pass. or 2. provide a 15 minute thermal barrier which is simply 1/2" sheetrock. As far as point two, such an interpretation would be similar to the 15 min thermal barrier required to protect foam insulation in the Comm Bldg and Uniform Dwelling Code. Neither says it has to be an assembly. Rather one could use metal studs, metal furring strips, 1/2" wood furring strips with the rock. Non of these methods would be a tested listed assembly, but are common practices. Due to the specific manner in which 518.4 is worded, it is not this office's position to take what might be viewed as a lesser approach. Had the verbiage stopped at 15 min. thermal barrier, we could simply allow an assembly with 1/2" sheetrock. So, as the Program Manager, how do you (or the Dept.) desire this code to be applied/interpreted. While I supervise the office, I do not believe it is appropriate for me to render this interpretation because I do not know what the goal of the code writers was when this code section was crafted. Was it to provide a simple thermal barrier to delay the time in which the non-metallic conduit would succumb to the effects of heat and release toxic chemicals or was it to do more than that? However the NEC handbook does contain a FPN (footnote) that specificaliy cites verbiage from the UIL directory that makes specific ,Finish Rating Requirements 2/8/06 Page 6 of7 reference to the fact that finish ratings are only established for assemblies utilizing wood framing members. Similar to the O&A section of the Web site that gives direction on many Bldg & HVAC issues, I think wouid be appropriate to render an official dept. interpretation/direction on this topic if it is the Dept.'s position that only a thermal barrier is needed, because the NEC language did not stop at thermal barrier, rather it went on to say "as identified In listings offire rated assemblies. Such an interpretation/direction should be presented in a manner where it is recognized as official department policy. Possibly the code writers simply wanted to make sure the thermal barrier was simply something that was nationally recognized as a thermal barrier vs. opening up the code to interpretation on what types of material provide the 15 min. thermal barrier. If this is the case and the Dept. desires to issue a clarification/interpretation please do so. However, again I have to refer back to the FPN provided in the NEC Handbook; if this was the case I do not believe the FPN would have cited the language about establishing finish ratings for assemblies with wood framing. I think the answer truly hinges on this last aspect. If the Dept. is leaning toward rendering direction to only apply the 15 min. thermal barrier, the contractor would like to see this happen rather quickly as they have completed the rough framing stage and want to install the sheetrock, VARIANCE CANDIDATE???? Another thought on this is whether the Dept. would support a variance. We will try to send you a photo of the installation later today. Briefly, this is a type 11, seven story building, completely sprinklered. The soffit being built is approx. 10' wide to house upwards of 70 parallel conduit runs that feed primarily the apartments on stories 2-7. Some of the conduits will feed the rest of the first floor as it is developed (vacant right now.) The sprinkler system covers the top side of the parallel conduits and the below the soffit housing the conduits. It is my understanding the intent of the 15 minute finish rating is to retard the flow of heat to allow time for the occupants to exit before the conduits succomb to heat (release of toxic chemicals and/or failure of the electric system.) One could argue that protecting this area with a sprinkler system would offer equal or better protection. What are your thoughts as far as supporting a variance request for this? Thank you for your thoughts on this topic. Sincerely; Allyn Dannhoff --mOriginal Message---- From: Hertel, Joe [mailto:jhertel@connnerce.state.wi.us] Sent: Thursday, February 02, 2006 9:02 PM To: 'Dannhoff, Allyn J.'; 'Ijacord-csi@new.rr.com' Co: 'blafriniere@ganther.com'; Garvey, Tom; Kosarzycki, Henry; Hertel, Joe; 'Benner, Kevin' Subject: RE: Finish Rating Requirements Allyn, finish Rating Requirements Page 7 of7 I am not going to say you are wrong and neither is Jill Witt. For sure, a wall of gypsum on metal studs does not have a finish rating since it has never been evaiuated for that purpose. I had an interesting discussion with one of the Senior Engineers at UL and think I can lend a reasonable interpretation to this issue. the NEC says in Section 518.4(C)(1) "concealed within walls, fioors, and ceilings where the walls, fioors and ceilings provide a thermal barrier of material that has at least a 15-minute finish rating.." The key in here is a thermal barrier. It does not say we need a 15-minute finish rating but rather a thermal barrier that has a least a 15-minute finish rating. A concrete deck/ceiling or a rated wall (1,2,3, or 4 hour) will provide a thermal barrier that exceeds a 15-minute finish rating. for additional verification you could check out the commentary in the handbook under Section 362.10. It states that "It is not the intent to limit ENT to construction consisting of combustible support members. This section is intended to provide a 15-minute thermal barrier as a minimum threshold of acceptability." While a 1-hour wall does not have a 15-minute finish rating I have no doubt that it provides a thermal barrier that exceeds 15 minutes. If I foilowed the 15-minute finish rating I cannot get it with poured concrete or cement blocks since they have not been evaluated but I think you will agree that they are a thermal barrier and by construction should exceed a 15-minute finish rating. A 1- hour fire rated wall should exceed a 15-minute finish rating although it does not have a finish rating. I trust this answers the question on this installation. Joe Hertel Program Manager From: Dannhoff, Allyn J. [mailto:adannhoff@ci .oshkosh. wi.us] Sent: Thursday, February 02,2006 1:41 PM To: 'rjacord-csi@new.rr.com' Cc: 'blafriniere@ganther.com'; Tom Garvey (E-mail); Henry Kosarzycki (E-mail); 'jhertel@commerce.state.wi.us'; Benner, Kevin Subject: Finish Rating Requirements Bob; attached is a letter I prepared outlining the requirements for covering the Non-metallic tubing/conduit at the Cranky Pat's restaurant. «100 N Main - soffit_.doc» 2/8/06 Dannhoff, Allyn J. From: Sent: To: Subject: Dannhoff, Allyn J. Friday, February 03, 20062:48 PM 'rjacord-csi@new.rr.com' FW: 100 N Main Bob; I left message with Jeff about determining what kind of fasteners and hangars have to be used. These photos show other issues to address in addition to the tested/listed assembly issues. 1, What type of fasteners can be used with Fire Retardant Treated Lumber. Hangars also. Please provide literature address this topic. 2. Verify 2x4's can span almost 10' as a ceiling, 3. Some of the soffit ceiling 2x4's have been notched excessively, How are they to be supported/reinforced? How will that affect the tested/listed assembly? 4. The masonry electric chase will have to be fire stopped where it communicates into the soffit! first fioor ceiling area. How will this be accomplished? Provide details of the tested/listed assembly. 5. Demonstrate the soffit can support service personnel. Service personnel have to gain access to the inside of the soffit for future electric installation/maintenance issues. Please advise Jeff/Brian not to sheet rock the soffit until all issues are approved. Also advise them not to rock on Monday as the Plumbing Inspection has not been done. Apparently the Plumbing request came in today at the same time they applied for the permit. ----Original Message----- From: Benner, Kevin Sent: Friday, February 03. 2006 1 :52 PM To: Dannhoff, Allyn J. Subject: 100 N Main ~ DSCOOOO8,JPG ~ DSCOOOO2,JPG DSCOOOIO,JPC DSCOOOO3.JPG DSCOOOOS.JPG DSCOOOO6,JPG DSCOOOI1.JPG ~ DSCOOOI7.JPG DSCOOOI4.JPG DSCOOO22,JPG DSCOOOI3.JPG DSCOOOO9,JPG ~ DSCOOOO4.JPG DSCOOO21.JPG DSCOOOl2,JPG ~ DSCOOO20.JPG ," Dannhoff, Allyn J. From: Sent: To: Cc: Subject: Dannhoff, Allyn J. Friday, February 03, 2006 8:54 AM 'Hertel, Joe' Benner, Kevin RE: Finish Rating Requirements Thanks Joe. I too wondered about the specifics of the thermal barrier vs. a 15 min. Finish rating assembly. The reason I copied you on this is to determine if S&B has or will issue a formal interpretation or direction on this. This office tries to follow State Direction for the sake of establishing some level of uniformity/consistency with how codes are applied elsewhere in the state. At this point, alii can work with is the verbiage in NEC 518.4 which could be interpreted/applied in two different directions: 1. Meet a testedllisted finish rating, which per U/L assemblies with steel framing will not pass. or 2. provide a 15 minute thermal barrier which is simply 1/2" sheetrock. As far as point two, such an interpretation would be similar to the 15 min thermal barrier required to protect foam insulation in the Comm Bldg and Uniform Dwelling Code. Neither says it has to be an assembly. Rather one could use metal studs, metal furring strips, 1/2" wood furring strips with the rock. Non of these methods would be a tested listed assembly, but are common practices. Due to the specific manner in which 518.4 is worded, it is not this office's position to take what might be viewed as a lesser approach. Had the verbiage stopped at 15 min, thermal barrier, we could simply allow an assembly with 1/2" sheetrock. So, as the Program Manager, how do you (or the Dept.) desire this code to be applied/interpreted. While I supervise the office, I do not believe it is appropriate for me to render this interpretation because I do not know what the goal of the code writers was when this code section was crafted. Was it to provide a simple thermal barrier to delay the time in which the non-metallic conduit would succumb to the effects of heat and release toxic chemicals or was it to do more than that? However the NEC handbook does contain a FPN (footnote) that specifically cites verbiage from the U/L directory that, makes specific reference to the fact that finish ratings are only established for assemblies utilizing wood framing members. Similar to the Q&A section of the Dept's Web site that gives direction on many Bldg & HVAC issues, I think it would be appropriate to render an official dept. interpretation/direction on this topic if it is the Dept.'s position that only a thermal barrier is needed, because the NEC language did not stop at thermal barrier, rather it went on to say "as identified in listings of fire rated assemblies. Such an interpretation/direction should be presented in a manner where it is recognized as official department policy. Possibly the code writers simply wanted to make sure the thermal barrier was simply something that was nationally recognized as a thermal barrier vs. opening up the code to interpretation on what types of material provide the 15 min. thermal barrier. If this is the case and the Dept. desires to issue a clarification/interpretation please do so. However, again I have to refer back to the FPN provided in the NEC Handbook; if this was the case I do not believe the FPN would have cited the language about establishing finish ratings for assemblies with wood framing. I think the answer truly hinges on this last aspect. If the Dept. is leaning toward rendering direction to only apply the 15 min. thermal barrier, the contractor would like to see this happen rather quickly as they have completed the rough framing stage and want to install the sheetrock. VARIANCE CANDIDATE???? Another thought on this is whether the Dept. would support a variance. We will try to send you a photo of the installation later today. Briefly, this is a type II, seven story building, completely sprinklered. The soffit being built is approx. 10' wide to house upwards of 70 parallel conduit runs that feed primarily the apartments on stories 2-7. Some of the conduits will feed the rest of the first floor as it is developed (vacant right now.) The sprinkler system covers the top side of the parallel conduits and the below the soffit housing the conduits. It is my understanding the intent of the 15 minute finish rating is to retard the flow of heat to allow time for the occupants to exit before the conduits succomb to heat (release of toxic chemicals and/or failure of the electric system.) One could argue that protecting this area with a sprinkler system would offer equal or better protection. What are your thoughts as far as supporting a variance request for this? Thank you for your thoughts on this topic. Sincerely: Allyn Dannhoff -----Original Message----- From: Hertel, Joe [mailto:jhertel@commerce.state.wi.us) Seut: Thursday, February 02, 2006 9:02 PM To: 'Dannhoff, Allyn J.'; 'Ijacord-csi@new.rr.com' Cc: 'blaftiniere@ganther.com'; Garvey, Tom; Kosarzycki, Henry; Hertel, Joe; 'Benner, Kevin' Subject: RE: Finish Rating Requirements Allyn, I am not going to say you are wrong and neither is Jill Witt. For sure, a wall of gypsum on metai studs does not have a finish rating since it has never been evaluated for that purpose. I had an interesting discussion with one of the Senior Engineers at UL and think I can lend a reasonable interpretation to this issue. the NEC says in Section 518.4(C)(1) "concealed within walls, floors, and ceilings where the walls, floors and ceilings provide a thermal barrier of material that has at least a 15-minute finish rating.." The key in here is a thermal barrier. It does not say we need a 15-minute finish rating but rather a thermal barrier that has a least a 15-minute finish rating. A concrete deck/ceiling or a rated wall (1, 2, 3, or 4 hour) will provide a thermal barrier that exceeds a 15- minute finish rating. for additional verification you couid check out the commentary in the handbook under Section 362.10, It states that "It is not the intent to limit ENT to construction consisting of combustible support members. This section is intended to provide a 15-minute thermal barrier as a minimum threshold of acceptability." While a 1-hour wall does not have a 15-minute finish rating I have no doubt that it provides a thermal barrier that exceeds 15 minutes. If I followed the 15-minute finish rating I cannot get it with poured concrete or cement blocks since they have not been evaluated but I think you will agree that they are a thermal barrier and by construction should exceed a 15-minute finish rating. A 1-hour fire rated wall should exceed a 15-minute finish rating although it does not have a finish rating. I trust this answers the question on this installation. Joe Hertel Program Manager From: Dannhoff, Allyn J. [mailto:adannhoff@ci.oshkosh.wi.us] Sent: Thursday, February 02,2006 1:41 PM To: 'rjacord-csi@new.rr.com' Cc: 'blafriniere@ganther.com'; Tom Garvey (E-mail); Henry Kosarzycki (E-mail); 'jhertel@commerce.state.wi.us'; Benner, Kevin Subject: Finish Rating Requirements Bob; attached is a letter I prepared outlining the requirements for covering the Non-metallic tubing/conduit at the Cranky Pat's restaurant. «100 N Main - soffit_.doc» " . (f) OJH<OfH ON THE WATER CityofO,hko,h Di,"sion On"'p""On SeM"s 215 Ch"",h Aven". PO Box 1130 Oillosh WI 54902-1130 00" 920-236-5050 Fax 920-236,5084 BOB ACORD 4825 COUNTY RD A OSHKOSH WI 54901 February 2, 2006 Re: Cranky Pat's Electric Chase/Soffit Dear Mr. Acord; This office has spent considerable time researching and confmning our knowledge regarding the 15 Minute Finish Rating requirement which you and this office have differing views and/or understanding. Background The code application in question involves the Cranky Pat's restaurant being developed at 100 N Main St. This restaurant is classified as an Assembly occupancy by both the State Building and Electric Code. The building is a Type II, non-combustible building. Prior to developing this Assembly occupancy, the wiring methods employed included the use of non-metallic tubing or conduit. Per the State Electric Code, section NEC 518, non-metallic tubing/conduit may not be used in an Assembly occupancy that is located within a non-combustible building unless said tubing/conduit is either encased in two inches of concrete (NEC 518.4(A» or concealed in walls, floors and ceilings where the walls, floors and ceilings provide a thennal barrier of material that has a least a IS minute finish rating as identified in listings of fire-rated assemblies (NEC 518.4(C).) You have chosen to comply by utilizing the later method. Code Issue You have taken issue with this office's application ofNEC 518.4(C). This office has advised you that the soffit being designed to encapsulate the existing non-metallic tubing/conduit must be designed using tested/listed assemblies providing a 15 minute fmish rating. This office has also advised you that assemblies utilizing metal ftaming will not meet this requirement, as pointed out in subsection II, 3. Finish Ratings of the U/L Fire Resistance Directory. You have sent infonnation indicating that UL staff support your opinion that a metal stud ftamed, one hour tested/listed fife wall assembly provides this required finish rating. In response to your fax sent yesterday, February 1, 2006, I have contacted Jill Witt of Underwriters Laboratories to make further inquiry on this topic. Ms. Witt has confinned that this office's understanding and application of Finish Rating requirements is COITect. The highlights of this conversation confinned the following: I. The Finish Rating of a testedllisted assembly applies to the temperature of the face of the '" structural member supporting the assembly/gypsum board. The U/L section cited above states the following regarding Finish Ratings: A finish rating established for assemblies containing combustible (wood) supports. The finish rating is defined as the time at which the wood stud or wood joist reaches an average temperature rise of250 Deg. F or an individual temperature rise of 325 Deg. F as measured on the plane of the wood nearest the fire. A finish rating is not intended to represent a rating for a membrane ceiling. 2. A Finish Rating is not established for assemblies utilizing steel supports because steel readily conducts temperature change. Meaning, assemblies utilizing steel supports would not pass the requirements to establish a Finish Rating due to thennal conductivity. 3. Gypsum Board by itself does not have a Finish Rating, it must be part of a tested/listed assembly. 4. It is also my understand that Ms. Witt and/or the U/L representative you recently spoke to were going to contact you to clarifY this matter. Summary Therefore as stated in my fax to you on January 31, 2006, section NEC 518.4(C) specifically calls for protection by at least a 15 minute finish rating as identified in listings of fire-rated assemblies. At this time I would ask you to submit details referencing what assemblies, vertical and horizontal, will be used to satisfY this reqnirement. Apparently, you have obtained differing direction on this matter ftom State of Wisconsin, Division of Safety and Buildings personnel. If the Division of Safety & Buildings desires to render a differing interpretation on this matter, this office will require such to be in writing. Please forward the soffit details to this office at your earliest convenience. If you have further questions, please call me at 920-236-5045. Sincerely; Allyn Dannhoff Director of Inspection Services. cc: Brian LaFriniere, Ganther Construction Tom Garvey, Safety & Buildings, Electric Code Consultant Joe Hertel, Safety & Buildings, Program Manager Henry Kosarzycki, Safety & Buildings, Program Manager - -úliÃ'lI::- ' . ."'. .' ..o/.,k~~-=-= = --. -¡~~~"l - - - -t:~>La;f3i/'£~ ~ = ~'- ~~-=; - -, ~-=~~~Æ~~j - ~~~-<d~' ., :_~-~ /:f)-~ -: --/;- ,+_ik ------~._, -- '7Ilr~if:t 1ft-:fld;:r-~~---~ ~ -~.doç:[[¡¡':;"~~~= - J1y;f:~- (L~¿RJ_=- {lC"A&~ k . J=~- ..-._-~ ¡"r:!!. Á4 - -- -ð.¿{ H-"" ~~ --1~::t-J: :::=1:- ~w' 1.,¥J~::7¡=---- - ~:~ - (/J-:- ",-¡;r;; ---- ::l.t:Y{"~\_-~7L----~ . ~'f/rp L~- ~~'~'2_!'::!d!:t""~L'ç~~,.~ ~tJZ~ð.$, .. -.. -~, . r. ~C--. U£~6___..- -~" '-------~e~~' k"',----_. - ---. .----J--.-..-. . I .. ----fC;;;¡ZZ~li¿.~ -- -;: ~ -- ~ iE:r;~Ji!t~~ GANTHER CONSTRUCTION, INC. SINCE 1900 Fax To: A LYA) 9hJn.JWFF F..", :Z.3G. 5~~t Phone: ðfZð. ~U- o+n-t Re: ,;;. ~ ~ . From: "B>£ -A ~ Page';: .3 ï2'rA1.... Date: 2. - , -~~ Cc. t:I Urgent ~or Review 0 please Comment please Reply t:I Please Recycle Comments: A¿"YM: ~4110 1'¿e-~!, . :p,M;) '/J~M,A>n".J~ ~'/~IJM /frIøe.(~ ~E: ~t~\~~ 2J>?T1J,S. A.;, ~ 11(8"" ~~ -e:~~~ IÑ~P~) $ïA"'r'e "ßUIWIt..!- I.J~?~ LL Z-, 'R€P. (' ~ree-c5ól4\ .Þn..-D "j\1~ ¿yPÇ¿M 11. ç Çfk;A77.~ I '71-i If. ð~ e: LA'-Ie12 ðt= S/K~' rype;. X ¿. yP, i3p 7W'rT /'7 t:?,.J ;He- of ' ".1.: W/1u(l. 'FI U uJM1 I ~ A ppfJðtJFJf:) RJtZ....4 ~ /II'I.J~ 'fIlJ,fx ~~. A<? Pee.. NEC- 5/~.1 ~)(2..) A- 91.;jpfþJÇt1f7 œl)}J6 (/~J4IN) /lWLJt..9 H4V 5' ~ ~ MiJ æ- '6 tn.ðW ì11 'Ø" IJ N - MÐ'7~C p,~ ?¿.,:~8 ~t15/f:NP ASAP Sð W 6 dr1J FI1..)1 c?M T1-t "~~~~~ ~ CONSTRUCTION MANAGERS GENERAL CONTRACTORS DESIGN/BUILDILEASE BACK Office: 920.426.4774 E.mail: ganther@ganther.com 4825 County Road A ili Fax: 920.426.4788 ProjectVlsiun~ ganther.com Oshkosh, WI 54901 !O 'd 88LP9ë:POë:6 'ON XI;I.:J NOIlOOèJ1SNOO èEIH1NI;I~ ¡'¡d pë::ë:O a3M.900ë:-¡Ò~ä3.:J ". ",,-" þ~ M~'~ ZOZ-- 2~- ~ (MA.fl.'1) ¡;'ð 'Tl:J OM. O~ - 'Pt;:;WfJ f4t'P t:Ju I-/II/ð n;=.~¡:;::€"SA LJ.~. .-. G FIRE RESISTANCE PROVIDED BY GYPSUM BOARD MEMBRANE PROTECTION (GA-61 0-02) Introduction Dividing buildings into distinct fire-protected areas Is typically accomplished by providing fire- resistance rated separations between those areas, This type of separation Is easily achieved by the use of gypsum board applied to either wood or steel framing members. These fire-rated separatIons are usually provided as total assemblies, consisting of the structural member, the gypsum board and structural flooring matedal (If a floor/ceiling assembly). Listings of many fire- rated assemblies or Designs are found In the GA- 600, UL Fire Resistance Directory, etc. However, often no fire-rated assembly exists to II13tch a particular configuration to be built. This Is often the case for retrofit work, but may also occur In new construction. In this case all of the fire resistance may be provided by a gypsum board "membrane"; typically several layers of fire- rated (type X) gypsum board. Fire Tests and Finish or Membrane Ratings The finish ratIng Is derived from the same test method (ASTM E 119) that establishes fire- resistance ratIngs for systems. The finish rating Is the time necessary for an average rise In tempereture of 250'F (140'C). or a maximum rise of 32S'F (180'C), as measured on the face of the wood (I.e., framing) nearest the fire. I,., a gypsum board system. this is the tIme required for the back (unexposed) surface of the gypsum board to reach one of the limiting conditions as defined above. Finish ratings have been established for most fire-reslstance rated systems that Incorporate combustible U.e.. wood) framing components. In gypsum board construction, the finish rating can be determined to be the fire-resistance rating provided by the gypsum board membrane on the fire exposed side. While the use of tlnlsh rating data Is a eommon and generally accepted practice to validate and doeument the required tire reslstanee of a membrane. Its Printe<! In U.SA cO 'd 88LÞ9cvOc6 'ON XI;I.:f use must be approved by the authority having Jurisdiction. When to Use a Membrane RatIng Fire tests on noor-celling systems are historically conducted wRh fully loaded solid-sawn nominal 2x1D (381<235 mm) floor framing. Hundreds of fire tests were conducted prior to the development of engineered wood trusses. wood I-jolsts, and lightweight steel joists. In certain types of new construction. It may be neither practical nor economical to use the type of structural components found in tested and listed systems. In addition, engineered systems taki,.,g into account the actual loads and spans mable designers to specIfy systems that may not require 2x10 (38x235 mm) Joists. These engineered systems often specify smaller dimension lumber, wood trusses, wood ~olsts, other engineered lumber products, steel channel joists, or other materials as the structural framing. The effeet of using smaller lumber sizes where shorter spans and lower loads are encountered has not been documented by full- scale tests. Due to the larger size of the test specimen required In the ASTM E 119 fire test method, " may not be possible to evaluate such designs by full scale tests. Retrofit construction often presents unique sltuaUons for designers, contraetors, and building officials. Upgrading exlsUng walls or ßooH;elling systems may involve limited access to the space Of the presence of construction materials thaI may not be used In any currently available tested or listed system. When It Is not possible to eonstruct a specific tested system, the use of the finish rating of a system may be the only practical method to determine the rating. Gypsum board membranes most commonly used to meet fire-resistance requirements In unique circumstances are described and shown herein: the details and sketches are based on UL Designs U301 and LS56, and on GA File Nos. FC 5406 and RC 2601. O;¡pyrlght C Gypsum AssocIation 2002. All ~ghts reserve<!. NOIIOO1!lSNOO 1!3HINI;I;J J.Jd vi:~ G3M 900c-!O~83.:f íJ{,~ ~y~~ 1$ --- z;::: 45" MIr.Jl.1Tf$ Male ~::(!)S::::: ~ wHIrT w6" The membrane consists of two layers of 518" :.:. z g-:':. ... r ~ A L ~ (15.9 mm) tyP<l X gypsum board directly applied to ::::¡;¡ 0::::::: ,..... c;> "" V. 1)7 framing or furring. The base layer of gypsum ::::x !ñ::::: ~~ A-T ¿J.t-. board Is applied either parallel or at right angles to .:.;UJ z:.:.: /v"'" /' r:> ~ wall or partition framing 16" (406 mm) O.c. and :::: 8::::: I\-tJP ì11ff t::>Yr. n,,--. attached with l' (25 mm) Type S or S-12 drywall :;:;,:,;.:.;,;-:.;,;:;:; OLJ~ :1-- tfCltlf!. wA-t(... screws (for steel framing) or 1-7/8' (48 mm) nails ~ } or 1-1/4' (32 mm) Type W or S drywall screws (for I ~ fJt:1fI?E I r...""" wood framing) spaced 6" (150 mm) o.c. The face layer of gypsum board Is applied either parallel or at I\"'D~ right angles to the framing and attached with 1-5/8" (41 mm) Type S or S-12 drywall screws (for steel framing) or 2-3/8" (60 mm) nails or 1-7/8" (46 mm) Type W or S drywall screws (for wood framing) spaced 8" (203 mm) O.c. JoInts of the face layer are offset 24" (610 mm) from the Joints In the base layer. Face layer Joints and fastêners are finished 10 Level 1 as specified In GA-214, Levels of Gypsum Board Finish. -, '=&<'" ~ -... ~ 'f'è.;)- ~- One-Hout Ceiling -:v-~ - -~, -Ts.-. ß -~, - r~----, ~ (Based on GA File NOI_~'~_--¡'\J"'------é;!7---- The ceiling memb" ~(, 5/8" (15.9 mm) tyP<l --- ---- --~---,._~---------- applied to framing or I ~ gypsum board is apPliL--___---'-~- , ------t;;-"^'-- ~:Ini~~ ~1 ~r m;.~ ~ -----t-_cf-~---------t~~~---------'- framlng)or1_1/4"(32m~' m)o.c- The face layer of gypsum b, {¡IJ ,. , ., vJ ----_.___....!8" (41 mm) Type S or S-12 drywall ,-------- ------- ---- - vs (for wood framing) 12" (305 mm) e G drywall screws 12" (305 mm) 0.'- ------- , - ----7"'{,------~-------:-¡ce layer are offset 24" (610 mm) fro~ lied to level :~~:~, "~:: ~"~~p- -," - ---- (Based on UL Design L__,,- \' . - ---.. - .. ---- The ceiling membra t:r3- .,----- 5/8" (15.9 m,m) tyPe - -" --," --- --," ------------r-1)-3{)V------- ceiling framing spaced ¡.. --Z \I. ~ 1)/ V (22 rom) hat-<;haped ste - /iA.1./~~ - ..,---~---____Jse layer of gypsum board Is applied -- n) type S or W drywall screws spacel " right angles to the ceiling framIng an..--- '-----" -- --'-----------"-------'-----'-"-'--)5 rom) o.C. The third layer of gypsul 11 2-1/2" (64 mm) type S or W drywall a minimum of 10" (250 rom) from th, ,lied at right angles to the ceiling fra, ------- the ceiling framing at each framing It W drywall screws. The face layer ,d attached with 1-1/8" (28 mm) type----------'------'- ---=---::-:;;"-;-:;::7--;;--::;:- steners are finished to Level 1 as sp' ~ One-Hour Wall Membrane (Based on Ul Design U 301) Þrlnted In U.SA Copyrlght@Gypsun_tion2()02. All rights reserved. EO 'd BBLÞ9ë:ÞOë:6 'ON X\!:I NOIIOOillSNOO il3HlN\!;) Wd Þë::ë:O a3M 900ë:-1O--83:1 .01/2612006 TOO 13: 22 FAX 9204260389 Ganther - 2nd Floor 9' EXISTING 2-HIJUR PRECAST FLOOR PLANKS 00000000000000 ..' FtRE- GAURD GYP. BOARD FIRE-CAULK AROUND EACH PENETRATIIJN I I CENTER ROD SUPPORT FIRE-RETARDANT- TREATED IIOOD 2X4 @16'OC 6c EXISTING NON-MET AU. C ELECTRICAL CONDUITS 0 0000000 000000000 000000000 000000000 %, FJRE-GAURD GYP. BOARD FIRE-RETARDANT- TREATED \lOOD 2X4 eI6'OC METAL GRJD 9' NE\I IIALL' 5.5' STEEL STUDS \lITH ONE LAYER 7./8' GYP. ¡¡RD. EACH SIDE. F"ILL CAVITY VITH SOUND INSUD\TION. FLOOR 15 MIN. BARRIER TYPICAL SECTION SCALE' ~'~I'-O' ~ 002/002 1 3'-6' J City of Oshkosh - Dept of Com Dev/Inspection Services Division 215 Church Avenue Oshkosh. WI 54902 (920) 236-5050 Fax (920)236-5084 ~ OfHKOfH ON THE WATER FAX TO: 1St--h", Lc-Fr-,'//I..;ev-e. (Þ.rt)/ ..Bci.lI-e-c,-cI p;..y; 1è.fø --ÿ'7 SS FROM: Allyn Dannhoff, Director ofInspection Services DATE: ~ 1°(, Pages: ~ iucluding this cover sheet. ¿c ~!, ~ <-vI ~ E ¡(-!er-~.. È.c':'_h<,,;J â£-..-¥Z (4 /r w..,'",-. Þ.';z~¡;' ~{"":j ì~ðVe., .:r d.."-é)ïf ¡~k~e 4e h~.Cç~J(.."~'ec::l 'I{;..<J: â>4~ an. øe¿-H-r'c:.. ~ l.r-Tut" chI"!"! r h;¡¡!!.-~ i"",,- I-fv--q t.. fk. ~tPcfJ~ ear- f~f'- ~Y" ~ ad~t~~/ -/{/-T /'.:r ¡e~, r-e..:rcILJt',f' .il (!t:2t-.-t4..c.il:y f;....... C::rtr-vt.'y / {-1r..:J:; <'ë:~~S ff£/'.e.c:.'¡"'.'c. (1"".,& C!,., d...lh"-~ de.fc,...~ do,,~ of.t..',S>: /' ¿z: Çc.!)-"U <:.rk Y.~ yÇ; revr'l'v (u"{.,'c-I-e. '&'-/8 &F ~ -<.ßé (J. (ßofJ' ;;,cUcI!) ~!8: ;ý (C) ~H¿ k.e.:s "'- ?ec..,.{;e- re (;rrr:'lt.ce J4:, "~/r .......,r... # , '~~. ~ .ç,'...,;;s f.... ,.....J.,,'::.!/ æs: /~Þ< -I, '.{'.~c/ ,f",- /".;r:'¡"h(.~S p+ -I','......e... ;-«-Ied t!.CIt.:r'¡"""tJI~-I-"e>&-t",r rA',-,r r~ t:¿kp tuhy fhi.. ¡::-PA/ h(forc.:>f~ '1/..,«;;: ...-et:.-.j.,'BoPt ~J'¡r>:s: l/er-b<¿-I-lW\, '-H..e .:s"ÆfI1 e rre r hia.:r. e -h-t?PIA -f-Iv.- cp.. )J¡r-ec.l-o¡ éaho lit doderl. :J)cge.. the> 1.0"-' ~?ec-r..ç.c. 'fl.t$; ';;;;E..LI-"""M. /4; w~ CIftI-tKD yL fh't... Me. '¡',J .ç""'4M~/ tftS:t:v ~ ~þE£.r'Ç;,~ G..!? r-/9 ~e. / I e r;,de...t:..€. ,-I- L....r c:<... /.s.- ""-~ÞI" t::¡.""r<r ¡, RQ.,L"M--1' 518.1 Article 518 - Assembly Occupancies shall be provided with a continually operating line isolation monitor tbat jndicates total hazard current. The monitor shall be designed such that a green signallarnp, conspicuously visible to persons in each area served by the isolated power system, remains lighted when the system is adeqnately iso- lated from ground. An adjacent red signal lamp and an andible warning signal (remote if desired) shall be energized when the total hazard current (consisting of possibje resistive and capacitive leakage currents) from either isolated conduc- tor to gronnd reaches a threshold value of 5 mA under nominal line voltage conditions. The line monitor shall not alarm for a fault hazard of less than 3.7 mA or for a total hazard current of less than 5 mA. Excepfion: A system shall be permitted to be designed to' operate at a lower threshold value of total hazard current. A line isolation monifor for such a system shall be permitted to be approved with the provision that the fault hazard cur- rent shall be permitted to be reduced but not to less than 35 percent of the corresponding threshold value of the total hazard current, and the monitor hazard current is to be correspondingly reduced to not more than 50 percent of the alarm threshold value of the total hazard current. (2) Impedance The line isolation monitor shall be designed to have sufficient internal impedance such that, when prop- erly connected to the isolated system, the maximnm internal current that can flow through the line isojation monitor, when any point of the isolated system is grounded, shall be lmA. Excepfion: The line isolation monitor shall be permitted to be of the low-impedance type'such that fhe current fhrough fhe line isolation monito~ when any point of the isolated system is grounded, will not exceed tWice the alarm threshold value for a period not exceeding 5 milliseconds. FPN: Reduction of the monitor hazard current, provided this reduction resnlts in an increased "not alarm" thresh- old value for the fanlt hazard current, will increase circuit capacity. (3) Ammeter An ammeter calibrated in the total hazard current of the system (contribution of the fault hazard current plus monitor hazard current) shall be mounted in a plainly visible place on the line isolation monitor with the "alarm on" zone at approximately the center of the scale. Exception: The line isolation monitor shall be permitted to be a composite unit, with a sensing section cabled to a separate display panel section on which the alarm or tesr functions are locafed. FPN: It is desirable to locate the ammeter so that it is conspicuoùsly visible to persons in the anesthetizing location. 800 ARTICLE 518 Assembly Occupancies Summary of Changes . Article Title, 518.1, 518.2(A), 518.2(B): Aligned with NFPA I, NFPA 1O1@, and NFPA 5000@ by chan "Places of Assembly" to "Assembly Occupancies." include aU auditoriums, to repl places of religious worship, an facilities as examples of assembly 0 Contents 518.1 Scope 518.2 General Classification (A) Examples (B) Multiple Occupancies (C) Theatrical Areas 518.3 Other Articles (A) Hazardous (Classified) Areas (B) Temporary Wiring (C) Emergency Systems 518.4 Wiring Methods (A) General (B) Nonrated Construction (C) Spaces with Finish Rating 518.5 Suppjy 518.1 Scope Except for the assembly occupancies explicitly covered 520.1, this article covers all buildings or portions ofbuildi or structures designed or intended for the gathering toget of 100 or more persons for such purposes as deliberatl worship, entertainment, eating, drinking, amusem awaiting transportation, or similar purposes. Article .518 applies to assembly occupancies designed intendedfor 100 or more persons, Artîcle 518 woujd appl for example, to achÌJrcl1cha]Jel or auditorium for occupan 2005 National Electrical Code Hi/lid Article 518 - Assembly Occupancies 100 or more persons, its capacity determined by the hods for occupancy population capacity in accordance NFPA ]01, Life Safety Code. Article 518 does not apply permarkets; even though a supermarket may contain 100 ore persons, it is not specifically designed or intended he assembly of persons, nor is it considered to be an torium. Article 518 does not apply to office buildings hoals, even though such buildings, as a rule, are de- for occupancy by 100 or more persons. Article 518 owever, apply to assembly halls, restaurants, and so ithin an office or school building if these parts of the 'ng are designed or intended for the assembly of 100 ore persons. The following information for determining new assem- ccupancy capacity is extracted from NFPA 10], Life Code: 2.1.7.1 General. The occupant load, in number of ons for whom means of egress and other provis- s are required, shall be determined on the basis of ccupant joad factors of [Commentary Table 5.4] are characteristic of the use of the space or shall determined as the maximum probable population Use tary Table 5.4 Occupant Load Factor stack areas reading rooms ing pools ing pool decks rooms with equipment rooms without equipment nd access catwalks, gridirons as and similar gaming areas g rinks /Jcd Electrical Code Handbook 2005 m' (per person)' 0.65 net 1.4 net r person/455 linear mm Number of fixed seats See 12.1.7.2 and 13.1.7.2 9.3 9.3 4.6 net 4.6 (water surface) 2.8 4.6 1.4 1.4 net 9.3 net 1 4.6 of the space under [NFPA 1O]:12.1.7J 7.3.1 Occupant Load. 7.3.1.1 Sufficient totaj capacity of the 7.3.1.2 Occupant any building or portion the number of persons floor area assigned to factor for that use as s here as Commentary l' net area figures are calculations shall be figure to the gross area devoted to the use for specified and by apply net area of the portion use for which the net ]01:12.1.7] It" (per person)' 7 net 15 net 1 person/18 linear in. Number of fixed seats See 12.1.7.2 and 13.1.7.2 100 100 50 net 50 (water surface) 30 50 15 15 net 100 net 11 50 (continues) 518.1 801 ~fB ~II 518.1 Commentary Table 5.4 Continued Article 518 - Assembly Occupancies Use ft' (per person)' m' (per person)' Educational Use Classrooms Shops, laboratories, vocationai rooms Day-Care Use Health Care Use Inpatient treatment departments Sleaping departments Detention and Correctional Use Residential Use Hotels and dormitories Apartment buildings Board and care, large Industrlai Use General and high hazard Industriai Special purpose Industrial Business Use Storage Use (other than mercantile storerooms) " Mercantile Use Sales area on street floor'.' Sales area on two or more streetfloors' Sales area on floor below street floor' Sales area on floors above street floor' Floors or portions of floors used only for offices Floors or portions of floors used only for storage, receiving, and shipping, and not open to general public Mall buildings' 1,9 net 4.6 net 3.3 net 20 net 50 net 35 net 22.3 11.1 11,1 240 120 120 18.6 18.6 18.6 9.3 NA 9.3 NA .y 2.8 3.7 2.8 5.6 See business use 27.9 Per factors applicable to , use of space' Note: NA not applicable. The any time. 'All factors are expressed in gross area unless marked "net." 'For the purpose of determining occupant load In mercantile of streets on different sides, two or more floors similar back streets) exist, each such floor is factor is one person for each 3.7 m'(40 'For the purpose of determining 3.3.216, but with access directly from street by stairs mercantile occupancy is considered the street floor. 'For any food court or other assembiy use areas located in the mall that are not gross leasable area of the mall building, the occupant load is calculated based that use as specified in Table 7.3.1.2. The remaining mall area is not load. 'The portions of the mall that are considered a pedestrian way and not used required to be assessed an occupant load based on Table 7.3.1.2. However, pedestrian way are required to be provided for an occupant load determined area of the mall building (not including anchor stores) by the appropriate factor from Figure 7.3.1.2(a) or Figure 7.3.1.2(b). Each individual tenant space is required to have means of egress to the outside or to the occupant loads calculated by using the appropriate occupant load factor from Table 7.3.1.2. Each individual anchor store is required to have means of egress independent of the mall. 802 is the maximum probable 2005 National Electrical Code Article! 518.2 General Classification (A) Examples Assembly occupancies shall iuclude, but uot be limited to, the following: Exhibition halls Gymnasiums Mortuary chapels /- Multipurpose rooms c::::.:; Museums Places of awaiting transportation Places of religious worship Pool rooms Restaurants Skating rinks (B) Mnitiple Occupancies Where an assembly occupancy forms a portion of a building contaiuing other occupancies, Article 518 applies only to that portion of the bnilding co sidered an assembly occupancy. Occupancy of any room or space for assembly'purposes by less than 100 persons jn a 1ding of other occupancy, and incidental to such other Occupancy, shall be classified as part of the other occupancy and subject to the provisions applicable thereto. (C) Theatrical Areas Where any such building structure, or portion thereof, contains a projection booth or stage plat- form or' area for the presentation of. theatrical or musical Oductions, either fixed or portable, the wiring for that a, including associated audience seating areas, and all quipment that is used in the referenced area, and portable quipment and wiring for use in the production that will not e connected to pennanently installed wiring, shall comply ith Article 520. the commentary followîng 520.1. FPN: For methods of determining population capacity, see local building code or, in its absence, NFPA ]0]- 2003, Life Safery Code. 18.3 Other Articles ) Hazardous (Classified) Areas Electricaj installations hazardons (classified) areas located in assembly occnpan- s shall comply with Article 500. fional Electrical Code Handbook 2005 ¡()Je- 518.4 (B) Temporary Wiring In exhibition halls used for display booths, as in trade shows, the temporary wiring shall be installed in accordance with Article 590. Flexible cables and cords approved for hard or extra-hard usage shall be pernùtted to be laid on floors where protected from contact by the general public. The ground-fault circuit-interrupter requirements of 590.6 shall not apply. á2 1:6 .\è Exception: Where conditions of supervision and mainte- nance ensure that only quaUfied persons will service the installation,flexible cords or cables identified in Table 400.4 for hard usage or extra-hard usage shall be permitted in cable trays used only for temporary wiring. All cords or cables shall be installed in a single lay" A permanent sign shall be attached to the cable tray af intervals not to exceed 7.5 m (25 fr). The sign shall read CABLE TRAY FOR TEMPORARY W]RING ONLY (C) Emergency Systems Control of emergency systems shall comply with Article 700. 518.4 Wiring Methods (A) General The fixed wiring methods shall be metal race- ways, flexible metal raceways, nonmetallic raceways en- cased in not less than 50 nun (2 in.) of concrete, Type MI, MC, or AC cable containing an insulated equipment grounding conductor sized in accordance with Table 250.122. 803 -* cÞ $o.w'-t V(~~~'1 ))~.. 518.4 AÝ OJ---e Exception: Fixed wiring methods shall be as provided in (a) Audio signal processing, amplification, and repro- duction equipment - Article 640 (b) Communications circuits - Article 800 (c) Class 2 and Class 3 remote-control and signaling circuits - Article 725 (d) Fire alann circuits - Article 760 (B) Nonrated Construction In addition to the wiring methods of 518A(A), nonmetallic-sheathed cable, TYPe AC cabje, electrical nonmetallic tubing, and rigid nonmetallic conduit shall be permitted to be instaIled in those buildings or portions thereof that are not required to be of fire-rated construction by the applicable building code. *: FPN: Fire-rated construction is the fIre-resistive classifi- cation used in building codes. ~ (C) Spaces with Finish Rating Electrical nonmetallic tub- ing and rigid nonmetallic conduit shall be permitted to be installed in club rooms, conference and meeting rooms in hotels or motels, courtrooms, dining facilities, restaurants, mortuary chapels, museums, libraries, and places of religious worship where the foIlowing apply: [I) The electrical nonmetallic tubing or rigid nonmetallic conduit is instaIled concealed within walls, floors, and ceilings where the walls, floors, and ceilings provide a thennal bamer of material that has at least a 15-minute finish rating as identified in listings of fire-rated assem- blies. (2) ~Iectrical nonmetaIlic tubing or rigid nonmetallic conduit is installed above suspended ceilings where the suspended ceilings provide a thennal bamer of material that has at least a 15-minute finish rating as identified in listings of fire-rated assemblies. Electrical nonmetallic tubing and rigid nonmetallic con- duit are not recognized for use iu other space used for envi- ronmental air in accordance with 300.22(C). FPN: A finish rating is established for assemblies con- taining combustible (wood) supports. Tbe finisb rating is defined as the time at which the wood stud or wood joist reaches an average temperature rise of 121'C (250'F) or an individual temperature rise of 163'C (325'F) as measured on the plane of the wood nearest the fIre. A finish rating is not intended to represent a rating for a membrane ceiling. 804 ncies Occupancies. Inside any hoIlow spaces of the fire-rated age area walls, however, the main requirements of apply, because the serving corridors are part of the assem~ occupancies as a result of this particular building design. the hoIlow spaces of fire-rated waIls or ceiling also proV¡' a 15-minute finish rating and are not other spaces for en' ronmental air, as described in 300.22(C), then electricaj nO' metallic tubing as weIl as rigid nonmetaljic conduit woO, be pennitted for specifically described occupancies. 362.10. Storage Exhibit 51'8.2 The walls (represented by wide gold lines quired by the local building code to be of fire-rated co The thin black lines represent walls not required by t building code tò be of tlre-ratèd construction. ,', ,', .', , In like main)er, wìring in ceilings or floors ' ""qùired to be of fire-rated construction in an assem , pancy as defined in 518.2 must also comply wi eXcept as noted in 518A(A), 'Exception. ': ',' The intent is that, within an ,assembly defined in 518.2, 518A(A) and the exception to apply to any waIl, floor, or ceiling. The prövi 518.4(B) apply to those portions of the building a , assembly occupancies not required to be fire rat , permission to use electricaj nonmetallic tubing nonmetallic conduit as specified in 518A(C) app . the specific occnpancies described, provided the methods are installed concealed behind a surface 15-minute finish rating. 2005 National Electrical Code J FIRE RESISTANCE RATINGS - ANSIlUL 263 (BXUV) Prelabricated BuildÌ1lgC~lumns - Structural building columns that include...fire resistive protection system when delivered to the construction site. These products are Classified and are identified as Prefabricated Build- ing Columns (CGHT ). The complete description of the products and suP!Hen\entaryrequiten\ents for Classification are covered under CGHT. Through Penetration - An iteinsûch as a pipe, cable tray or duct that passes through a hoiizontal or vertical fire resistive assembly., ' Throûgh-penetrationFirestop Systéms - An assemblage of specific mate- rials rated in acéordance with ANSI/V!'; 1479 (ASTM E814). Firestop sy,. , tems maintain the fire containment integrity of horizontal or vertical fire resiitive'assemblies whér<i through penetrations are located. See Through~ penetration Firestop Systems (XHEZ ) in Volume 2 01 this Directory. U~protected Fire Re~istive Assemblie,s - Assemblies.that do not, require direct apphed coatings or suspended ceilings to protert the structural ele- ments. h~~=~J.~i~: 01 the test assembly is identified by analphanu' meric, design'numbei.The prefix letter designates the group ofconstruction, théfirstnumbet designates, the tYpe of protection andthe,o"th,., etnu'mbers and letters identify tlie particular assembly. . " , Theprefix letters representing tlié various groups oltOristruction§are: Preiixí.."",' Groupofê~",Ìructiori A,Fl~;;m¿~g:ú~~~"se~ , " 'Support FJoor.,ceiling Designs- Concrete with Steé!Floor Units and Beam Support Floor.ceiling Designs - Concrete and SteelJoi¡;ts Floor.ceiling Designs- PrecaSt and Fié!d .: ' PouredConcretê C=;;=~~~-S:;.~~ "Assemblies ~ Designs for Fl~~ Roof.ceiling,Desi Beam Designs for Roof.ceiling Assembf'es Wall and Partition Designs Column Designs D G N' p' S UorV XorY J II. GÈNERAC- . The. f?~,q'\'i!.%,Ü)for¡nation.i~,"pprop¡i!'le,to all fire resistive designs . descnbed mthjsDJreCtOry,It ISrecoIIimendedthat the users reVIew this informatiori'inãddition to 'tM gérieral guidelinès provided for specific mate- rials end coÏ\Stfuctioritypes. Authorities Having Jurisdiction should be consulted before construction. Fire resistance ratings apply only to assemblies in their entirety. Except for those,separately rateá structuJ:a) members supporting tested assemblies, individual ¿ómpòrients are not assigned a fire resistance rating and are not' intended to be interchanged between assemblies but rather are designated for use in'. sp¡?Cifi¡;:qesign:in"Order that the ratings of the design may be achieved. ! All ratings.are,base,d ~n, t!le,ass\U)\pti~n thatt!le stability 01 structural members supporting.,the assembly are not impâired by the effects of fire. The extent of damage of the test assembly at thé rating time is not a criteria fortherating,'C'",,;¡, ":'- ,'",", , " The speclJkaliórii'for materiali in an assembiý are important details in the devel°sment of fire ",sistance r:ting.. Those materials provided with an "'" tro~.,;~fù~~~~if~b~~a~~J:;t'c~~~~e:ti~: ~~~~ ;~ce materials and the Clãssified companies authorized to 'provide the'materials are located',in\he product category section 0,1 tlUs Directory. The appearaIlce of the Classification Mark on the product i~J:h~ oilly method provided by V!'; to identify products that have been produced under its FoIlow-Up Ser- vi~~Metric";;:i';'~n;ions ils~~ ~~°tii:'~~~~a~h:s~~ ~~1i~ ~~:;~~cie~~~r~S)' :eu ~~~;uft~â- for guidance regarding the use of metric dimensioned building materials. The dimensional conversion of building materiá,ls from the inen-pound system to metric mayeith,er be hard or soft. ,,: Hard conyersions are typicaIly applied to manufactured products used in modular construction. These products include suspended ceiling systems, gypsum,wallboard^insuJation boards, etc. Oassified products which are available in,metric ,sizes are identified inthé Classification infonnation for the individual product categories located near the end of this Directory. For soft conversions, inch-pound dimensions are mathematicaIly con- verted to exact equivalent metric values. Examples of dimensions which may be soft converted include concrete thickness, depth of concealed space above suspended ceilings and coating thicknesses. It is recommended that dimensions which are identified as minllnum or maximum in.,fire resistive designs be initia1ly softly converted and, if ", ARE RESISTANCE RATINGS - ANSIlUL 263 (BXUV) further converted to a hard metric equivalent loIlowing the mini anèe. The spacing of hanger wire and other supports for sus- p eilings would be examples requiring this type of consideration. 2. elratio';., ' '. i" .:, , <:' Penetrations'tllrough all or a portíon of art assembly ,èan sígrufièantly affect the rating: Firestop systems developed toprotect'openings created by penetration items are covered in Volume 2 of the Fire Resistance Directory. 3. Finish Ratings A finish r.ting is established for assembli"s containing combustible (wood) supports: The finish rating is defined as the time at which the wood stud or wood jôist reaches an average temperature rise of 250"F or an individual,' temperature rise of 325"F as measured on the plane of the wood nearest the fire. Afinish rating is not intendèd to represent a rating for a membrane ceiling. The requirements for finish ratings'are not included in ANSI/UL 263.. " , 4. Nails arid Screws a~~~ ~S~~d a~~C;:;:g ~~~~~~rc~~~ ~::d~~ n~do;o cement coated cooler nails unless ~ea otherwise in the specific designs. ~~~ì:~~~::; ~~~~i:,~:re~~ =J ~;a:,:~~~~d :~~:c= the ,requirements for the specified nalls" '" . 5., Interior and Exterior Applications, ' w~e th~e;J~~~~~~e:;~~fs ~ ~~fi;,c;.,;,;~;e;; Ii~:,;e:r~~d the, desig¡¡ or the Classification information for the material includes a state- men! ,s~ch às "Investigatéd for ë\<terior u.se" or unless the exterior use is obvious as in the case of roofB or coated metal wall facings used in exterior walls. , 6. Exposed Interior Finishes , ' The surface fiammability and smoke development characteristics of Classi- fied mã!"rials that ma,y, b, e used as exposed interior finishes aie' measured by the test method in AN5I/UL 723 (ASTM'E84 and NFPA 255), "Test for Surface Bu¡ning CháIactéiistics of Building Materials."The fIamespread index of thésé, materials is less than 200 and the smoke development index of these ma\etials is l"sthan 450. Surface Burning Classifications are con- tained in the Building Materials Directory. 7- Radiant Heating Cable The effect of the use of electrical radiant heating cable or wire on the fire resistance peclon¡tance of assemblies has not been evaluated. 8. Coating Materials R~~~~~=:s ~âl~fil;~~u.'nt~/~=:s~~; 20~ka~~applied Fire The type of material is specified in, e.c,h design. Mater~ that have been evaluated for exterior application are 56 iridicatedin the individual designs and in the product category. , ",. Regulations governing the application and use of coating materials have f~~Æ~~~t~~~ b6'. =J~d~:::'f16~~q~:::: Having ': . 'Spraý'applied Firel>esiitive Materials oJ:Jio~s~~c':ìe~~'f.~: ::;"b~~~~ ~f~:; =:~i;e¿,~=: ered under Primers for Structura15teel (CGM). The following methoc\ of detegnining the bond strength of the spray- applied materials only applies to primers or paints that are not covered under Primers for Structural Stee!(CGM). Uilless specifically prohibited in a c\esign, mat",ials identified as Spray-applied Fire Resistive Materials , ;~~; ~dþi;: :Kð'~~et~~rn:J~ol~id~,t(it~~e b~fu:,~; Cwj;¡'thdóes not exceed 12 in; fB) the column flange width does not exceed 16 in.;, (e) the beam or column web depth does not exceed 16 in.: (D) the ' pipe o)Iter diameter or tube width does not exceed 12 in.: (E) bond tests ,.tondùèted in accordance with ASTM E736, "Standard Test Method for ' ,q,hes¡bnl Adhesion of ~tayed Fire Resistive :Materials Applied to Struc- ~~ ~r;b=::m~ !::di~~d~:l =:"en7t~~î;~~~~:~~~~~~~er- pared to the bond strength of the fire resistive coating as applied to clean uncoated.1/8 in. thick steel plate. The average andminllnum bond strength values shall be'determined based upon a Ìninimum of five bond tests con- ducted in accordance with ASTM E736. T¡le bond lests need oilly be conducted when the fire resistive coating is applied toa prime, d or similarly painted surface for which acceptable Dond strength performance between the primer or other similar material and the ~;r~jS~Vili;O;~~~r ~~rY~~:':~~:f~~"t~tt~~n¡~um Tequired bond strength where the bond strengths are found to be below the minllnum acceptable values. As an alternative to the bond test conducted on control samples applied to an uncoated steel plate, the following method may be used for unknown coatings in eXisting structures. Sections of painted steel are to be coated ;;;~~:o~~~~~ ~;do::;S-:~:'~ s~bs:r:t~estll~~ric~a~:t~ifue~~~- . rial, cured and .subjected .to five bond tests each, in accordance with ASTM LOOK FOR THE UL MARK ON PRODUCT ¡01/26/2008 THU 13:22 FAX 9204260389 Ganther - 2nd Floor @001l002 Contracting Speci~lists, IDe. P. O. Box 250 Neenah, WI 54957-0250 Customcr ill No: 273G94 Jonuary 23, 2006 WI Department of Coìnmerec Safety and Buildings 4003 N Kinney Coulee Rd, La Crosse, WI 54601-1831 Altn: Warren Douglas Erler, Building Plan Reviewer Fax: 608-785-9330 sm: Cranky Pats Restaurant 100 N. Main Street Oshleosh, WI 54901 Wmnebago County FOR: Object Type: Building ICC Major Occupancy: BUSINESS Type IIA Mct.1 Frame Protected Unprotected Class ofCol1sttuction Sprinklcd Transaction ill 1201986 Sire ill No. 639143 Greelings WàIren Douglas Exl"", Thank you for talån¡¡ time this past Friday to discuss the above project. There are some existing non" metalic electJ:ical conduit., suslx:nclcd from the pre-cast concrete ceiling that require a 15 minute finish rnting as per NEC 5 IS.4(C). As per the 2002 Wisconsin Enrolled Commercial Buildmg Code, Section 603.1, f!te-retardant-treated wood can be used in l1on-bearingpartitions in'Cype II buildings. We propose to use fire-retardant-treated 2x4's al IGno.c. horizontal and vertical, attached to the concrete floor slabs. Attached to this Jrame will be one layer of 5/8" fIre-guard gypsum board. See attached sketch SK-1. This will provide an enclosed, 15 minute finishratmg around the pipes as they pass through the restaurnnt "'Pace. Axly penelraûons of this soffit will be fIre-caulked. This should satisfy Section G03 of.the State Building Code and NEC 518.2(b). Thank you for your assist:mcc with this review. If you have any questions or require additioIlliI infonnation please Contact me Bob Acord at 920-886-8700 or e-majl me at Ijacord"csitâ>new.rr.com. Thank you, Robert J. Acord Projc:ct ArclJilecl Customer ID # 273694 cc. City of Oshkosh P.O. Box 1130 Oshkosh, WJ 54903"1130 Atm: Allyn Danhoff Kevin Benner