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Home My WebLink AboutCertificate of Occupancy CITY HALL Inspection Services Diy 215 Church Ayenue ~ PO Box 1130 ~ Oshkosh WI ~ 54903-1130 OJHKOfH ON THE WATER City of Oshkosh Approved: April 4, 2006 Lakeside Packaging Plus Inc. 1040 Breezewood Lane Neenah, Wisconsin 54956-4599 CERTIFICATE OF OCCUPANCY An Occupancy Permit is hereby issued for the interior alterations, located at 100 W. Fernau Avenue, Oshkosh, Wisconsin 54901-1219 as described in Building Permit Application number(s) 115817. This building is to be used only as "Lakeside Packaging Plus Inc." and is located in the M-3, General Industrial District. LIMITATIONS: Maximum number of persons: Per State Approved Plans CONDITIONS: 1) Required mechanical screening shall be installed by June 30, 2006. 2) Architecht's Compliance Statement is viewed as confirmation of compliance with Correction Notice of December 5, 2005. 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. DIR cc: Miron Construction Inc. Job Address 100WFERNAUAVE Building Permit Work Card Permit Number 0115817 Create Date 8/1112005 Owner LAKESIDE PACKAGING PLUS INC Contractor MIRON CONSTRUCTION CO INC Category 211. Alteration industrial Type. Building 0 Sign 0 Canopy 0 Fence 0 Raze Plan P6-54-0705 Zoning ClassofConst: 2B Size Value $134,000.00 Unfinished/Basement 0 Sq. FinishedlLiYing 0 Sq. Ft. -Ft. Rooms ---...!! Bedrooms 0 Baths ---...!! Garage ~ Sq. Ft. n Projection I Stories Foundation. Poured Concrete 0 Concrete Block Height ---...!! Ft. 0 Floating Siab 0 Post Canopies ~ Signs 0 Pier 0 Treated Wood 0 Other Occupany Permit Required Flood Plain No Height Permit Not Required Park Dedication Not Required # Dwelling Units 0 # Structures Use/Nature iND/ Interior aiterations of 8405 sq It as per plans. of Work HVAC Contr Plumbing Contr Electric Contr Inspections: Date ~ -=-------- Type Final Inspector Allyn Dannhoff Request Line. occupancy inspection SEE FCN / COPIES MAiLED TO MIRON, RJ KAMPO, STEVE GRIES not approyed DatelTime requested: 11/29/2005 10:49 AM -- Access: IDaye will be there on Friday Ready DatelTime: 12/2/2005 07:00 AM Requested By: Daye Notice Type: Phone Number: 37g.7484 0 Reinspect Fee 0 Fee Waiyed 0 Reinspect Fee Paid m. mmm 00 00 m mm. moo" moo m m m. m. moo."" m"", moon m mm 00 m m moon m.' nm m m m m "moo 00--- "'mm,.,m,m m m 00 --- m m 00 Date 4/4/2006 -=-------- Type Final Inspector Allyn Dannhoff approved w/cond. FINAL B& H OK ONDITION: 1)REQUIRED MECHANICAL SCREENING SHALL BE INSTALLED BY 6/30/06 2)ARCHITECHTS COMPLIANCE TATEMENT IS VIEWED AS CONFIRMATION OF COMPLIANCE W/ CORRECTION NOTiCE OF 12/5/05 DatelTime requested: Access: -- Notice Type: Phone Number: Ready DatelTime: -~ Requested By: 0 Reinspect Fee 0 Fee Waiyed 0 Reinspect Fee Paid mm.mmnnnmmmmmm.mmnn'mmmmnmnmn------"".'.---.""""'mmnnmmmmmm,n'mmmnmmmmmmmmnmm Page 1 of 1 Electric Permit Work Card )b Address 100 W FERNAU AVE Owner LAKESIDE PACKAGING PLUS INC Permit Number 115766 CreateDate 08/15/2005 Contractor TOWN & COUNTRY ELECTRIC Category 643 - Commercial-Addition/Remodels Service b New Volts 0 ChangeO Temp. N/A I Type Q Oyerhead 0 Underground. N/A Circuits 0 Amps Switches 19 Fixtures 20 Receptacles 47 Value $17,900,00 Fee $234.00 0 Appliances Use/Nature of Work OMM/ Wiring assocated with remodeling project. Inspections: Date Type Rough In Inspector Allyn Dannhoff no time REQUEST LINE / WANTS INSPECTION THURSDAY 9/8, ANYTIME. WILL NOT BE PRESENT9/2I05 NO STAFF AVAILABLE, OK TO CONTINUE, DatelTime requested: 09/01/2005 03:17 PM Access: Notice Type: Phone Number: KIM 225-6535 Ready Daterrime: Requested by: -- 0 Reinspect Fee 0 Fee Wavied 0 Reinspect Fee Paid TOWN & COUNTRY ELECTRIC Date 10/20/2005 --- Type AbY~I~.__.._.--- Inspector Keyln Benner not approyed Request Line - would like Thursday Daterrime requested: 10/19/2005 03:23 PM Access: Foreman - Mike 920-388-1078 Notice Type: FC Phone Number: 920-225-6535 ---- Ready Daterrime: 10/20/200507:00 AM Requested by: -- 0 Reinspect Fee 0 Fee Wayied 0 Reinspect Fee Paid TOWN & COUNTRY ELECTRIC-Kim Jõb Address 100 W FERNAU AVE Electric Permit Work Card Permit Number 115766 Create Date 08115/2005 Owner LAKESIDE PACKAGING PLUS INC -- Contractor TOWN & COUNTRY ELECTRIC Category 643 .:...<2.°mmerci,,-I-Ad<!~ion/Remodels Service b New Volts Circuits I Type 0 Oyerhead 0 Amps Switches 19 0 Underground 8N/A Fixtures 20 Receptacles 47 Value $17,900,00 0 ChangeO Temp 8 N/A Fee $234.~ 0 Appliances Use/Nature of Work COMMI Wiring assocated with remodeling project. Inspections: Date Type Final Inspector Keyin Benner no time Phone Message (5050)- call and let Kim know when this inspection will be done. I called Kim & she stated that they did not want to haye an electrician on site to allow me access to the ceiling. DatelTime requested: 12/16/2005 03:55 PM Access: Notice Type: Phone Number: 225-6535 Ready DatelTime: 12119/2005 03:55 PM Requested by: -- 0 Reinspect Fee 0 Fee Wayied 0 Reinspect Fee Paid TOWN & COUNTRY ELECTRIC-Kim Type Re Final Inspector Keyin Benner approyed w/cOnd, Date 01/27/2006 There was a box aboye the ceiling which had a raceway that was not effectiyely closed. Reviewed with Mike on site. He said that he would correct this AM, Kim called from the E.C. @10:54AM, stated that the yio. is corrected, Daterrime requested: 01/27/2006 07:21 AM Access: Meet Mike on site Notice Type: Phone Number: Ready Daterrime: 01/27/2006 09:45 AM Requested by: -- 0 Reinspect Fee 0 Fee Wayied 0 Reinspect Fee Paid Job Address 100 W FERNAU AVE HVAC Permit Work Card Permit Number 118448 Create Date 03/09/2006 Owner LAKESIDE PACKAGING PLUS INC Contractor RJ KAMPO PLUMBING & HEATING INC Category 512 -Ind. & Comm-Both Plan P6-54-0705 Fuel ~ IT2IC::D 1,(1 Electric I ~ ~ Value System [7] New 0 Replace n Other $26,500.00 l"'i Forced Air U Electric 1 1 1 U Radiant 1 U HotWater 1 U Steam 1 U Suppl. 1 l"'i NC I U Vent I U Con. Bumer I Chimney Type 0 Chimney A 0 Chimney B 0 DirectVent . Not Applicable Heat Loss D As Approyed 0 Existing . Not Applicable 1 Value BTU Rate 0 As Per Plan 0 Variable . Other I Value Use/Nature Install HVAC for remodeled area of building.' Late Permit. Note: Contractor to ensure roof mounted of Work mechanical screening is properly secured to the roof. Inspections: Date 4/4/2006 Type Final Inspector Allyn Dannhoff approved w/cond. HVAC SCREENING APPROVED. PERMIT SECURE FINAL B & H OK CONDITIONS: 1)REQUIRED MECHANICAL SCREENING SHALL BE INSTALLED BY 6/30/06 , )ARCHITECHTS COMPLIANCE STATEMENT IS ViEWED AS CONFIRMATION OF COMPLIANCE WITH CORRECTION NOTICE OF 12/5/05 DatelTime requested: Notice Type: - Phone Number: Access: Ready DatelTime: Requested By: 0 Reinspect Fee 0 Fee Waiyed 0 Reinspect Fee Paid no no mmn m 00 m 00000 h' h 00 mmo."., h. m' mm.mmmnm 00 00 moon m 00 mm 00 00 00 00 00 00 00 00 00 00 00 00 00 m m mm 00 00 m m m moon 00 mm.. h.. j Plumbing Permit Work Card Permit Number 115963 Contractor RJ KAMPO PLBG Plan E8.155.0805.P Job Address 100 W FERNAU AVE Owner LAKESIDE PACKAGING PLUS INC Category 440 - Industrial-Interior Bathtub 0 Shower Whirlpool 0 Floor Drain Layatory 5 Lndry Tray Toilet --2 Disposal Res. Sink 0 Dishwasher Bar Sink 0 Sump Pump Water Heater 0 Classrm Sink Site Drain ~ Breakrm Sink Roof Drain ~ Ejector/Grind Mise, ~ Fixtures 1 Water Softner 4 Local Waste 0 Clothes Wshr 0 Bidet 0 BeerTap 0 Lab Sink 0 Sterilizer 3 Dip Well ~ Drink Ftn, Use/Nature II of Work I Remodle existing factory restrooms (CK# 28838) Size Sanitary Sewer Storm Sewer Water Service Date 8/2212005 Type Note Inspector Rich Wood Material Type 0 0 1 0 0 0 0 0 0 Wait, St. 0 Shamp Sink ~ Ice Chest 0 FlrlWst Sink ~ Exam Sink 0 Catch Basin 0 Sculry Sink 0 Wash Ftn ----.<> Hand Sink 0 Urinal .....-...1 Plaster Sink 0 Standp Rec ~ Surgeons Sink 0 Ice Maker ~ F Prep Sink 0 Gar Drain ----.<> Serv Sink ----1 Soda Disp ----.<> Create Date 08/23/2005 Value Coffee Maker Int Grease Trap Ext Grease Trap RPZ Valye Eye Wash Statn Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs $16,000.00 0 ----.<> 0 ~ ----.<> ----.<> ~ ~ I # 0 0 0 0 0 0 0 0 0 0 Conn. Type 0 0 0 0 0 Met with contractor and discussed requirements for plan reyiew and permit issuants. DatelTime requested: 8/221200507:41 AM Notice Type: Access: Telephone Number: Ready DatelTime: 8/2212005 01 :00 PM Requested By: 0 Reinspect Fee 0 Fee Waiyed 0 Reinspect Fee Paid ounnmmnounmmmnnnnmnnnmmmmmmnmnnnnmnnn.n.nnnn'nmmnnmOOnnn.......nnmmnoommmmmmmmOOnmn.mmmmnnm. Job Address 100 W FERNAU AVE Owner LAKESIDE PACKAGING PLUS INC Category 440. Industrial-Interior Bathtub 0 Shower Whirlpool 0 Floor Drain Layatory 5 Lndry Tray Toilet --2 Disposal Res. Sink ~ Dishwasher Bar Sink ~ Sump Pump Water Heater ~ Classrm Sink Site Drain ~ Breakrm Sink Roof Drain ~ Ejector/Grind Misc. 0 Fixtures Plumbing Permit Work Card Permit Number 115963 Contractor RJ KAMPO PLBG Plan E8-155-0805.P Value $16,000,00 Wait. St. 0 Shamp Sink 0 Coffee Maker ----.<> Ice Chest 0 FlrlWst Sink ----.<> Int Grease Trap ~ Exam Sink 0 Catch Basin 0 Ext Grease Trap ~ Sculry Sink 0 Wash Ftn ----.<> RPZ Valve ~ Hand Sink 0 Urinal .....-...1 Eye Wash Statn ----.<> Plaster Sink 0 Standp Rec ----.<> Wtr Sewer Mtrs 0 Surgeons Sink 0 Ice Maker ----.<> Deduct Meters ~ F Prep Sink 0 Gar Drain ----.<> Wtr Usage Mtrs ~ Serv Sink ----1 Soda Disp ----.<> Use/Nature of Work 1 Water Softner 4 Local Waste 0 Clothes Wshr 0 Bidet 0 BeerTap 0 Lab Sink 0 Sterilizer 3 Dip Well ~ Drink Ftn Remodle existing factory restrooms (CK# 28838) Size Sanitary Sewer Storm Sewer Water Service Date 9/1/2005 Type Underground Material Type Create Date 08/23/2005 0 0 1 0 0 0 0 0 0 I # 0 0 0 0 0 0 0 0 0 0 Conn.Type Inspector Rich Wood 0 0 0 0 0 approved Daterrime requested: 9/1/2005 01:04 PM Notice Type: Access: Telephone Number: Ready DatelTime: 9/1/2005 01 :04 PM Requested By: 0 Reinspect Fee 0 Fee Waiyed 0 Reinspect Fee Paid mum u u u m mmm m m u u u u m u u u m m u u u umu..."......m... ..m u 00 .....uu u m m. 00 m m m u.... .......m...u m m m mmmmm..m m m uUm'" n...- n Job Address 100 W FERNAU AVE Owner LAKESIDE PACKAGING PLUS INC Category 440 - Industriai.lnterior Bathtub 0 Shower Whirlpool ~ Floor Drain Layatory 5 Lndry Tray Toilet --2 Disposal Res. Sink ~ Dishwasher Bar Sink ~ Sump Pump Water Heater 0 Classrm Sink Site Drain ~ Breakrm Sink Roof Drain 0 Ejector/Grind Misc. 0 Fixtures Plumbing Permit Work Card Permit Number 115963 Contractor RJ KAMPO PLBG Plan E8.155.0805.P Wait.St. 0 Ice Chest 0 Exam Sink 0 Sculry Sink 0 Hand Sink 0 Plaster Sink 0 Surgeons Sink 0 F Prep Sink 0 Serv Sink 1 i 1 4 0 0 0 0 0 3 0 Water Softner Local Waste Clothes Wshr Bidet Beer Tap Lab Sink Sterilizer Dip Well Drink Ftn ~ Use/Nature of Work Remodle existing factory restrooms (CK# 28838) Size Material Type Sanitary Sewer Storm Sewer Water Service Date Type Final Inspector Allyn Dannhoff ISTAFF NOT AVAILABLE FOR INSPECTiON 1 NO CONCERNS NOTED Create Date 08123/2005 Value 0 0 1 0 0 0 0 0 0 ~ Shamp Sink 0 FlrlWst Sink ----.<> Catch Basin 0 Wash Ftn ----.<> Urinal .....-...1 Standp Rec ----.<> Ice Maker 0 Gar Drain ----.<> Soda Disp 0 $16,000.00 ~ ~ ~ 0 ----.<> ~ ~ ~ I DatelTime requested: Notice Type: Access: Coffee Maker Int Grease Trap Ext Grease Trap RPZ Valye Eye Wash Statn Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs # 0 0 0 0 0 0 0 0 0 0 Conn,Type 0 0 0 0 0 approyed Telephone Number: Ready DatelTime: ~ - Requested By: 0 Reinspect Fee 0 Fee Waiyed 0 Reinspect Fee Paid .'mmm"...mm...m.n......,nnmonn...mmnmmmmmmmmmmmm.....m.mm.'"","mmnOOOO""""'nnmmmm.mmmn"nm'nmmnnmnn Buildings, HVAC Compliance Statement SBD-9720 This form is required to be submitted by the supervising professional (architect, engineer, HVAC designer or electrical designer) observing construction of projects within buiidings with total areas exceeding 50,000' ttE' lYE D bleachers (Comm 50,1 O/Comm 61.50). Failure to subm~ this form may result in penalties as spe m 50.26/Comm 61.23 and/or local ordinances, General Instructions: Prior to the initial occupancy of new buildings or additions and the final ~~ÉOO5 altered existing buildings, submit this completed and signed form to: . The municipal building inspection office and DEPARTMENT OF . Safety and Buildings, 1 0541 N Ranch Road, Hayward, ~oomruNITY DEVELOPMENT Personal information you proYide may be used for secondary purposes [Priyacy Law, s. 15.04 (1)(m)], 1. PROJECT INFORMATION: Please fill in the following with information from your plan approval letter. Transaction ID Number Plan P5-54-O705 Site Number L4~<;,o€ r'?k.-<:.Ac""", P L,}"- Site location (number & street) 100 W. Fernau Ave 121 City 0 Village 0 Town Of Oshkosh County of Winnebago 2. PURPOSE OF THIS STATEMENT: (Check Box A, B, C, or D to indicate purpose and complete any other applicable boxes and information. Attach additional pages if necessary), Check those which apply: 121 Building Object ID# Plan # 1336 0 HVAC Object 10# 0 Lighting Object 10# 0 Partial Completion Description of Portion Completed Statement of Substantial Compliance To the best of my knowledge; belief, and based on onsiteobservation, constructión ofthefollówirìg building andlor HYACitems applicable to this project haYe been completed in substantial compliance w.h the approyed plans and specifications. A) 121 121 BUILDING/LIGHTING ITEMS 1. Structural system including submittal and erection of all building components (trusses, precast, metal building, etc.) 2. Fire protection systems (sprinklers, alarms, smoke detectors) designed, installed, and tested (including forward flow on back flow deYices) by appropriately registered professionals. 3. Shaft and stairway enclosure 4. Exits including exit and directional lights 5. Fire.resistiye construction, enclosure of hazards, fire walls, labeled doors, class of construction, fire stopped penetrations 6. Sanitation system (toilets, sinks, drinking facilities) 7. Barrier-free including Comm 18 elevators and lifts 8. Energy enyelope requirements 9. All conditions of building plan approyal and applicable yariances The following items are not in compliance and must be addressed: 10. Exterior lighting & control requirements '11. 'Irìtericiilighting & contról requirements 12. All conditions of lighting plan approyal and applicable yariances 0 HVAC ITEMS 1. HVAC system including final test 2. All conditions of HVAC plan approval and applicable Yariances B) 0 Statement of Noncompliance Due to the following listed Yiolations, this project is not ready for occupancy: C) 0 Supervising ProfessionàlWithdrawn From Project (Use A or B aboye toindic'ate, pr~jectstatus asofthis date.) D) 0 Project Abandoned 3. SUPERVISING PROFESSIONAL SIGNATURE FOR: . .,.. , ' , 121 Building 0 HVAC 0 Lighting Phone # 920-722-2445 Customer ID# 993893 Signatur SBD-9720 (ROI/2003) 12/19/2005 Sheet 1 3 Sided Condensing Unit ----- Screening Attach to Existing .Unit Support ~ Screening Provided with 1/2" Spacing Steel Return Air Grilles (ÞøYj¡ /JI~ ô ~-@ -' Job#: Performedby--,(v!n- G. Clark for: ~/'-,.-,,','L,',~keslde påCkag¡~g-...,) 100 Fernau Oshkosh, WI 54901 " ".."-......._.....,........,~ RJ Kampo Pig & Htg, Inc. 1000 S, Westland Dr Appleton, WI 54914 Scale: 1 : 40 Paoe1 Right-Suite Commercial 5.8,11 R5C51059 2005-Nov-18 09:16:50 Project1.rsc Structural Calculations For Lakeside Pkg RoofTop Unit Oshkosh Oshkosh, WI Prepared for: RJ. Kampo Plumbing & Heating 1000 S. Westland Drive Appleton, WI 54914 Prepared by: JeffteyP, Finger, P,E, ~ Larson ~ Engineering of Wisconsin Larson Engineering of Wisconsin 1500 North Casaloma Drive, Suite 302 Appleton, Wisconsin 54913-8129 (920) 734-9867 Fax: (920) 734-9880 31050532.000 INDEX SHEET NO. DESCRIPTION I 2&3 4 5,6,&7 Purlin Design Check RTU & Screen Connection Existing Field Measurements Snow Load & Drift Evaluation Larson Engineering of Wisconsin , 1500 North Casaloma Drive, Suite 302 , Appleton, Wisconsin 54913-8219 920.734.9867 Fax: 920.734.9860 www.larsonengr.com SUBJECT c...r:tK.'ï: ~ {D'L ¡fk.LA('I~\(A R. Tl) SHEET NO. I OF-¡ PROJECT NO. "Z,1(JS(\~3Z BY -"L( DATE?a:i.,lo,jrl- ÓÇ'I.J, 1(,,(\-\ I ,AIr œ Larson aU'\lt'NI~, wI.. , SHEET NO. '2- OF ï PRQJECTNO. ;1lúÁu~ -;¡,,- BY oS <...r DATE?OO(,(O¡/? i/- Larson Engineeñng of Wisconsin , 1500 North Casaloma Drive, Suite 302 'Appleton, Wisconsin 54913.8219 920.734.9867 Fax: 920.734.9880 www.larsonengr.com SUBJECTC!4-\CS ~ 10L Pi\c..\lAiJ-lYùl;- R'N œ Larson Larson Engineering of Wisconsin 1500 N. Casaloma Drive Appleton, WI 54914 920/734.9867 2001 NASPEC Screw Proyisions G) SHEET NO. PROJECT NO, 31060532 ê La::__.,~-" of the 2001 NASPEC (North American Specification for the Design of Cold-Formed Steel Structural Members). Screw Diameters: Shank (d) .138" .184" .190" .216" ,250' #6 #8 #10 #12 1/4" Head (dw) .302" .322" .384" .398" .480" Head diameters are for hex head screws. See IFI page E-41 for more information. Sheet Steel Design Thicknesses: (Per ASTM C955) 33mil (20 GA) 43mil (18 GA) 54mil(16GA) 68mil (14 GA) 97mil (12 GA) ,0346 in ,0451 in .0566 in .0713 in .1017 in Sheet Steel Yield & UUimate Strengths: Fy= 33 ksi, Fu = 45 ksi Fy= 50 ksi, Fu = 65 ksi BY JLP DATE 2006/01/27 CALCULATE FASTENER CAPACITY INTO STEEL STUD FRAMING: t:=,OS66in Fy:=33ksi d:=O.I64in A=3,0 Pu:= 4Sksi dw:= 0.3221n Allowable Shear: 4.2Mct.PU Vallowl:= ----¡:¡-- 2.7-t-d.Pu Vallow2:= ----¡:¡-- Vallowl = 343.SSlbf Equation E4.3.1-1 Vallow2 = 37S,941bf Equation E4.3,1-2 Vallow:= min(Vallowt. Vallow2) Vallow=343.5Slbf Allowable Tension: ,8S,t.d.Fu Tallow:= ----¡:¡-- Tallow = 118.3S11bf EquationE4.4.1.1 Allowable Pull-Over 1.5.t.dwFu Poyer:= -----¡:¡-- Poyer = 410,0671bf Equation E4.4.2.1 Calculation Notes: .Studs and track 30 mil and thinner are interior drywall studs for non.struclural applications. .Studs 33 mil and thicker are for structural applications. -Studs 43 mil and thinner are 33 ksi. -Studs 54 mil and thicker may be either 33 ksi or 50 ksi, -Track members are typically 33 ksi. .Fasteners greater than 1/4" diameter are outside the scope of these calculations and the 1996AISI provisions. . A 4/3 increase in the allowable loads may be used at the discretion of lhe engineer. Important!! These calculations do not check the capacity of the fastener itself. '5; ~~~.,..,- I ., ~o~i..ilÛ ! " , I ' '", X' ¡--1fi ¡ ,-,- j' . : . :'::' " . I i ¥JI'~ ..j \2'ã t."-'^ ~) , ~~.."..l.Jl""):, , ,.V"'" ,v", 'V "".~ , '?~' cÐ ~ ........... '" - I&<1ONorll1Cooo1>xn<10""'-"'" AP\'I41=. -- ...,..... "'0.""'."'- ---,.aD """,1m...."",.""'" SU8JÉCTé.~\" ;\~:t, j>1(.V ~ 1\J/' ,-"",1' "HiETND. OF .""",",YNO, 'JI~ ð:l3Z BY ,..~Ù. O'!:m?frt./oll"'l ~X\<ST1t-,,\G:> 'f' \~L-D /AE"A.$'-' !2-ff/^~ H1'? ,..--"."'----- II l'ft, Q\W\.....$I"o.>t.... "'WI..>} -l ....-------..,....- G-I\V& ~" oil ,.\-\\c.~~I)" I, !! " 1¡", --",' . " ,..--.-,......,----.- , j , " ~J.-? 1:- ....- ) !i , ;1 ;r ? Yl. It " ¡-- j, . .."--- -,.."""':'_~û.(,"!J.ILO_1iLlOl~LIIU'\..,- _..,---- ,ll5' l ,~_.- ,. _._~"'------'---} :, ;5'1 , . , , f: I I , I I - --- ___moo"'" . ,--,---._-'--- ....--..,-..........--- F,- Ol/~t."'~" ;¡'PI'rN 0""' flrlC".I~ t:tp""U"">W)"'I",'a~....~ ,o¡: ...... ,------._:!!I!.:ul:t.>x,. ='1 ~, ,; '~Þo.. .--- -'t.t. Ro~ !."'c.\~ ,I" ""~"T ,_.111 ,...~",.. t-----..-.' I Tlt:'" , "'-..' ,"""""'" ! I f 1 '" , Î I I ' ' r. . ~.h'-~:?, AI'-'" UjVf.-r ~p ~~~~ !/JÆ --"--'---------'--"--- --.. "J" .....--.- 1)' VI\,)IT' w~... tS'{ (CÇJ41"CD SUBJECT Lrtle t ~ \D'ê I'¡;UU^',(.OU(,. Larson Engineeñng of Wisconsin < 1500 North Casaloma Drive, Suite 302 , Appleton, Wisconsin 54913-8219 920.734.9867 Fax: 920.734.9880 www,larsonengr.com SHEET NO. ry OF 'î PROJECTNO,"II('\~S3~ BY jl? DATElcIOlifo\' œ Larson aT\,) fLTù "I'-"ê.XISTlvulr- !Z.œF ~Ië \..>r-> \"' ~~c16/'~~ri~~;~t -\t\'~i+'f of Ritü,\S ';"; '-1FT ~'Z.LÍlCN ~ oN> Qcru< PiLi> ~'i.L'ìIO~ I ¡:- .P.. IS L 'LS ~ TH",w ./ 'N '0'.1) ~ Larson Engineering 01 Wisconsin 1500 N. Casaloma Drive, Suite 302 Appleton, WI 54913-8219 (P) 920-734-9867 (F) 920-734-9880 www.larsonengr.com Snow Load Calculations Ground Snow Rool Slope x/12 Slope Factor Cs Exposure Factor Ce Thermal Factor Ct Importance Factor I Minimum PI Calculated PI Rain/Snow Surcharge Roof Snow Load Pf Snow Density Flat Rool Snow Depth Sloped Snow Load 20 28 0 28.00 19,2 1.46 28.00 psi It psi -8 / C~$'l: <;> \$~ r f\C 1i:A'\G-\i\ò(r- 51°"6 Factor Cs Other (Typ) Warm Rool (CI=1.0) 1.00 Cold Rool (CI=1.2) 1.00 ~IOSOSJ'-@ "-/6&1 ó f ~ l..f' Slippery 1.00 1.00 . , ' . 7.7.2 Adjacent Stmctul'e$ and Terrain Featul'e$. The requirements in Section 7.7.1 shall also be used to deter- iDine drift loads caused by a higher structure or terrain fea- ture within 20 ft (6.1 m) of a roof. The separation distance, S, between the roof and adjacent structure or terrain feature shall reduce applieddriftIoads on the lower roof by the fac- tor (20 8)120 where S is in ft [(6.1 s]/6.1 where s is in m). SECTION 7.8 ROOF PROJECTIONS The method in Section 7.7.1 shall be used tò calculate drift loads on all sides of roof projections and at parapet walls. The height of such drifts shall be taken as three-quarters the drift height from Figure 7-9 (i.e., 0.75 hd) with lu equal to the length of the roof upwind of the projection or parapet wall. If the side of a roof prójection is less than 15 ft (4.6 m) long, a drift load is not required to be applied to that side. SECTION 7.9 SLIDING SNOW The load caused by snow sliding off a sloped roof onto a lower roof shall be determined for slippery upper toofs with slopes greater than i on 12, and for other (Le" non- slippery) upper roofs with slopes greater than 2 on 12. The total sliding load per unit length of eave shall be O.4P! W, where W is the horizontal distance from the eave to ridge for the sloped upper roof. The sliding load shall be distributed unifonnly on the lower roof over a distance of 15 ft from the upper roof eave. If the width of the lower roof is less than 15 it, the sliding load shall be reduced proportionally. The sliding snow load shall not be further reduced urness a portion of the snow on the upper roof is blocked from 80 '7>/6$6 S J"L '?{b~I"S" ~,-f' sliding onto the lower roOf by snow already on the lower roof or is expected to slide clear of the lower roof. Sliding loads shall be superimposed on the balanced snow load. (J) CA-K<;: SI\':>'i. !'!'t. c. k.1'\-<.'Nt-- SECTION 7.10 RAlN-ON-SNOW SURCHARGE LOAD For locations where Pg is 20 Ib/tt2 (0.96 kN/m2) or less, but not zero, all roofs with a slope less than 1/2 inilft (2.38°), shall have a 5 Ib/tt2 (0.24 kN/m2) rain-on-snow' surcharge load applied to establish the design snow loads. Where the minimwn flat roof design snow load from 7.3.4 exceeds p! as determined by Eq. 7~1, the rain-on-snow surcharge load shall be reduced by the difference between these two values with a maximwn reduction of 5 Ib/tt2 (0.24 kN/m2). SECTION 7.11 PONDING INSTABILITY Roofs shall be designed to preclude ponding instability. For roofs with a slope less than 1/4 in./ft (1.19°), roof deflections caused by full snow loads shall be investigated when detennining the likelihood of ponding instability from rain-on-snow or from snow meltwater (see Section 8.4). SECTION 7.12 EXISTING ROOFS Existing roofs shall be evaluated for increased snow loads caused by additions or alterations. Owners or agents for owners of an existing lower roofshall be advised of the potential for increased snow loads where a higher roof is constructed within 20 ft (6.1 m). See footoote to Table 7-2 and Section 7.7.2. ASCE 7-()2 12/22/2005 THU 16: 58 FAX 1 920 734 9880 Larson Engineering ofWI ~ 002/005 œ ...>'SO" EIt9I....~.. of Moco.oI. 1600 Coooloma Drive. SUllo 302 APPloton.W.....,.., 54913-e219 USA T 920.13<f.5e67 F, 92o.r34.- WEB \\MO\V-,......"gt,~,1IIm La'~son Thursday, December 22, 2005 Kevìn R. J. Kampo Plumbing &- Heating 1000 S. Westland Dr Appleton, WI 54914 Re: Lakeside Pac:ka¡iug . Larson Project III: 31050532.000 DearKevjn: We performed Bsl.ructural engineering snow load analysis rot the new rooftop units placed on the existing roof at Lakeside Packaging in Oshkosh, WI. 111e current snow load requirements based on the 2002 WI Building Code for this structure is 2~ PSF. The existing building was designed forB snow load of 30 PSF, slightly higher than the current code requirements. In analyzing the snow drift afk.ct due to the units and scre...s projecting above the roof, we have determined the drifting snow reqwrements do not apply to such a Slnall projection. According to the mc Code Section 7_~ "Yfthe side of a roofproject:ion is less than 15 ft, Jong, a drift load is not required to be applied to that side." Since al1 sjd.. of this unit and screen are less than 15 ft. in width, drifting is not II design requirement, Ple.se refer to the attached code section 7.8, If you have any questions or comments pleB" contact our office, Sincerely, LaNon Engineering 6f WIsconsin J2~h- Senior Structural Engin= Cc:, ..~' ,. ~'..'~'Ö""""~ .." ' ~"i,~...,,~.~IV,$ ~';;~'Jo. . *( JeFFREY P. <tr ~\ FINGER " , E.,28020 It" , ! \ WAUPACA, it: ji "1\, WI .,* co' ,\.~;. '.... .../"Ø ¡j ~l;¡{-:;'-"~,,, ~~"/ ..".,;~~~..<).... En<lo..res:IBCCocIe Sedion 1,8..d Snow Loo<Ic:.~Ioö."" 12/22/2005 THU 16:59 FAX 1 920 734 9880 Larson Engineering of WI ~ 0031005 .......- En!JÎ....,;"g 011 Wi.......... 1500 NortO c.,...... 0",.. SuU.302 """Iolon, W¡""",.n 0;.09'$0$2'Ð .20.734...'" F"" l!2O,7$4.M80 WWW,I~...n,"IT<Om SUBJECT ",I\~t ~'D't' prkK"""'~& SHEET NO, OF .!'-~9JEpTNO.lIl\~.:s:r3,- .!'Lj,I..-1'. Q~TEIt.lo8!O" œ Tarso~,,-,._-,,--, I :C~~C\<.. ! ' I I i I I I I I ì I I I --------.-,-'-,.--., , ¿c:P; 1:1 -rot.. 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"-"------'---- ----------'----"""-'" ..-......---......".. . , -..------ ~_..__.._..__!_- L-J----l...,.-.--------- I ¡ , h--L-!_---- I ' : i ,----- -------- -..---.-..,. ----------..,.. -,.. 12/22/2005 TUn 16:59 FAX 1 920 734 9880 Larson Engineering of WI ,.~,..., Larson Engineering of Wisconsin 1500 N, CasaJOma Drive, Syfte 302 Appleton, WI 54913.8219 (P) 920-734-9867 (F) 920.734.9880 www,larsonengr.oòm Snow Load Calculation. Ground Snow Roof Slope )(/12 Slope Factor Os Exposure FaCtor Ce Thermal Factor Ct Importance Factor I Minimum PI CalouiattÍd Pf Rain/Snow Surcharge Roo! Snow Load Pf Snow Density Flat Roof Snow Depth Sloped Snow Load 20 28 0 28.00 19.2 1.46 28.00 -8 psf It pst <'}\-\<'[ <;,; \ 0 (. PAc...\:..f\<>tNlr- IgJUO4fUUá :slo$o:;3~ /7..ló&/ú!' ~ (.,;F SIoDfI FlII:tQf ~I. Other (Typ) , Slippery Warm Roof (01=1,0) 1.00 1.00 Cold Roof (01=1,2) 1.00 1.00 12/22/2005 THU 16; 59 FAX 1 920 734 9880 Larson Engineering of WI ~ 005/005 -:I/<>$ò oS 31- n,o~ loS" ~u" sliding onto \lie lower tQ(¡f 1>Y s!\ow a!teady OIl the lower roof,~ is e~pected. to slide clw of the lower roof. Sliding loado shall be ouperimpo$éd on the balanced snow load. , <..II-\t<; $I\~~ "\<.1<.."""",.... '1,'1:J. Atljaccut SIau- and Terrain Fea\Qrcs. The requim¡lato in SeçiOD 7.7.1 sballaiso be used 10 deter- II1ÏDII drift loads. caused by a higher SIrUC1Ul'e or lemin fea- ture within 20 it (6.1 m) of a roof. The separation distance, " beIwecn me roof and adjacent ~ or IerI'aÜI fcatWe ,ball rtduœ applied drift Ioado onlbe lower roofby the fac- tor (20 s)l'2O where s is in it (6.1 sV6.1 where. is in m). SECTION 7.8 ROOF PROJECTIONS The method in Section 7.7.1 shall be used IÒ ca1cu1aœ drift Joads on all sides of roof projeetloos and at parapet walls. The IIoigbt of such drifts sball be talœ<l1IS ~ the drift lleigbt from FIgure 7-9 (Le.; 0.'15 hd) with I. equal 10 the length of the roof upwind of the projection ot patapet wall. If the side OhtOOfproje:;tionis less tban 15 ft(4.6 m) 10IIg, a drift load is not !eq1lite4 to be' applied to that side, UC'nON 7 S SLIDING &NOW The load ca\Ised by mow sIicIIDg otr a sloped roof onto a lower roof sbaU be deteønined for slippery upper roofs ,WlIh slopes IJC=, !ban 1 011 12, and for other (i.e., IlO1l- slippery) up roofs with slopes gfeatcl tban2 on 12. Tbe , total slicling load per unit lqth of eave sbaIl be O.4pf W. wheœ W is the horizooAI distance from Ihe eave to ridge for tile sloped upper roof. The sliding load sball be diotrlbuted uniformly on Ihe lower roof over a dislJUlCe of 15 it from II1c upÍ>er roof eAve. If the width of the lower roof is less tban 15 ft. thnlidin¡ load sbaIl be reduced propor!ional!y. Tbe sliding snow load shall not be further !educed unless " po:Iion of the snOW 011 Ihe 1IppcI roóf is bIpckcd from eo SEÇTON 7.1,0 RAIN-ON-SNOW SORC;ttARGE \.OAD For ioçaÍioJlS where p, is 20 ~ (0.96 kNltn') <X' less, bill not zero, an roofs, with a slope Ieo. tban 1/2 in1fI (2.38"), shaiJ have a 5 Ibltt' (0.24 !tN/or) 18ÍlI-<>¡¡-snow,surcbarge load applied to est:ab1i.m the doslgn snow loads. Where the minimumllat -r design snow toed from 7.3.4 exceeds P r as detennined by Sq. N. tho rom-on-$now $\ØCbarge load sbaU be red1We4 by tbt> difference betw1:Aon theœ two volues with a mWnnma. reducdon of S IbIft2 (0.24 kNhn2). SECTION 1.11 PONDING INSI'ABIIJ'I'V Roofs sball be designed to pœc!ude poading instability. IIot roofs willi 11 slope liI$s than 1/4 inJft (1.19'), tOOf de1Iection$ eaused by fun. snow loads shall be investigáted whendeleJminiIJ; tbt> lliœli/¡ood of>O11ðiÐg instability ftom rain-œI'snow Ql Ii:om snow meltWater (see Se<:tìon 8.4). SECTION 7.12 'IIiXISTING ROOFS Bxistiag'røofs shall be evaluated for i1Icreased SIlOW loads caustd by addi1i9l1S or aI~dons. Owners qr agentS for OWD<!lS of 3D existing lower root$ltal! be advised of the potential for increased snow loads where a bighor roof is ~ within 2() ft (6.] m). See footnote to Table 7-2 011<1 SocCiol1 7.7.2. ; A$OE 7-œ