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Home My WebLink AboutBldg 06-0170, Bldg 06-0171, Plmbg 06-0167 CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE I f-s{ 0 'l S\- TIME ADDRESS 5CXoI n i'v\,^e..So~ OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING ,9)NSULA TION 9"fINAL o SITE INSPECTION COMMENTS: 13P 4l=' CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o ~-/70 (~- l7/ (,p - I~l fl. . ""-., ~ b;R. -l" 0 4,' I P ..' .. - " ~r ~~ .t>U ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRE~K' CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CAL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED L/-114 ADDRESS ... U~,'" U/vo d a~}' OWNER CONTR. PHONE NO. PERMIT NO, C -/7/J ~TING ~OUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/F!LLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FO~EINSPECTION BEFORE COVERING Inspector: I Owner/Contr: I CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS sV/ / rt1 UAWIt'~J.k 5/ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: :(,}J 1/1/ es +-- (Q)) 5 (}v IV\ '-' NerVI '" wa/r S.u SchtYvi iA./t1 JI I L c.lA-f'4.'-r ~a II. !."/,,vh <Jf I / ' - G ) r l')f-- u r i-vc:)i, k, :.:- DATE TIME /.{ ..{;. v (, I)'; 170 o EXlGRADfF!LLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o (C/V'-'ffl~k O~y -A"C1 / - ),.-P1 f..e,,; ())..-- (U~frG~ o WORK SATISFACTORY, PROCEED .i!fCORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS ~ r()It1IA/7Rl~ OWNER CONTR, PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING q,)NSULATION ~FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: DATE TIME q /!-ti (;,-4 () / o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o (!) ~,;1 d i h '5(Jt'CAtI ~ f"YI. S Ph. t It" //f,r.J- l-n- (VI +v~.Jt..~.f 04/"'1 t- (~) A-d J 51/11t.f II 'Jrt-( L; hCi__ Wt11v c.,/IX,,-I- (3) JIl;cvv Q{l(?rVu2- - P/~ - cl.e Wf7 ()/ L-~Ot.tv1/(Yi ~ , I (~)I o WORK SATISFACTORY, PROCEED ~ORRECT ACTION AND PROCEED o CORRECT WOJrVR REINSPECTION BEFORE COVERING Inspector: -Jf-1!../ - Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! /NSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS ;;:'''''-41--1 U/!J11r1 OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: tfVZt{ (;J V tS vq I illJl1h- 1"vJ - v - L.w:6h' DATE TIME C-;ld o EXlGRAD/FILL!NG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o lA4JfI/ ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT W~RK, en- FOR REINSPECTION BEFORE COVERING Inspector: /1 vr / Owner/Contr: v / CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS ;;r41'1 f/f/IJ7Je!- ~~~ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL "d D/1lfI~J COMMENTS: DATE TIME (tj-/?(f(, o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! /NSNOTl CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT I White Pink Yellow File City Applicant PERMIT NO. 0&. 0/70 (Please type or print and sil!:n at bottom) ADDRESS /_. .,- : ;. )C;? , Nt. loJA1E-:, cit-^ S r ~c::.er- S f E"; .. LOT BLOCK LEGAL DESCRIPTION (office use only) ADDITION PID OWNER (Name) (Address) IS8 t.?O .:t c' - ;-.... ~I .> -1 '1 1=Or A.J\ [2\) <; .6. (Phone) 1'; l- - Z "2. '" . OOC..:Jo PO. Bo~ 5~: p/2\a2 LA~; 1Jf"J<.,-)-~7Z F \ <; f~ BUILDER (Company Name) (Contact Name) '\ 01:>0 (Address )&><::::::;e:;. c;- W J:::S~?5S A~() I ~\Z. po(2.~ cAJ i \i ~~,.J - 1 t5 "f-i\ 5 f'2.--~1 Stll ~ I {D Date Rec' d ZONING (office use) c" (Phone) L~ ~l g.~1 . ~-4 OG (Phone) (r<"'~ -9'~-1 .;;'~4 L t1/~AlS4r'tLl > t.1A) C'.., - 4 ~ t3 , - - ORe-Siding OLower Level Finish 0 Fireplace FOLNATlo:-J ai-"'\' PROJECT COST IV ALUE $ q 7 f1, c-;K). (excluding land) /c..?lc, E"':' Cf7li' ;;.0, TYPE OF WORK 0 New Construction ODeck OPorch ORe-Roofing OAdditlOn DAlteration DUtility ConnectIOn 1 S\v--,>~iAJ r~1 0 Mise. CODE: DI.R.c. ~.B.C. ~ Type of Constnlction: . I (J.I..-' Occupancy Group: (!;) B @ F Division: 1 III IV H I 2 3 B S U I hereby certily that I have !lIfntshed m!tJrmation on this application whIch IS to the best of my knowledge true and correct. I also certIfy that I am the uwner or authurIzed agent for the above-mentIoned property and that all constructIOn WIll conform to all existmg statc and local laws and will proceed in accordance with submitted plans. I am aware that the buildmg :11cial C~hl per ~c Furthermorc. I hereby agree that the City official or a dcslgnce may enter upon the propel1y to perform needed Inspections Permit Valuation Permit Fee Plan Check Fee State Surcharge Penalty Plumbing Permit Fee Mechanical Permit Fee Sewer & Water Permit Fee Gas Fireplace Permit Fee V M 4 A R 5 Signature Contractor's License No. Date $ $ $ $ $ $ $ I $ 1 . , .Id,,!' p,mU' 7n ArW'" ~ '3/zi !o~:) "'-.., __ J Date $ $ $ $ $ r ao.. .. $ t..'J tYJe) - $ $ $ 3{ 06'l/3 . ;Jlil~I/C,.3 1iU!itxp~1. 1042. i .:; u ~. 1"'1, '-> 3 4q. Park Support Fee SAC 80,'e#t /5c;v. - e. #ev Size 5/8"; 1"; Water Meter Pressure Reducer Sewer/Water Connection Feei~w # (,., Water Tower Fee 1000 # t~ Builder's Deposit Other TOTAL DUE ~mt" Building Oflicial Paid ..31, ()~ 1. 15 Date ..:3~ZZ,OG, 51O<Q. 13a? - ThIS IS to certify that the request m the above applIcatIOn and accompanymg documents is m accordance wIth thc City Zoning Ordinance and may proceed as reqoested Tllls document when signed by the City Planner constitutes a temporaty Certificate of Zonmg complIance and allows construction to commence. Befme occupancy, a Certificate of Occupancy must be ISsued CL ~ ~/Z,Job ~OVV e-J4 ~ Planning Director I I Date Special Conditidns, if any U 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 Date Rec' d CITY OF PRIOR LAKE BillLDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT (Please type or print and si2Il at b" ~~ "_) ADDRESS 6,k!/! / /LII~/ (F?/ LJ ;q D () iJ 50(0\ 1Y1\1\J\..l~t!~ ~'=::.I::. \ ~. LOT BLOCK LEGAL DESCRIPTION (office use only) ADDITION OWNER :It '1 \ ~ (Name) -=r.SiJ . \ (Address) 158(,0 Fi~ ~~'T \<d. ~. 1. White File 2. Pink City 3. Yellow Applicant /. Z3. () 0 I PERMIT NO. ort?, 0 f 1 ( ZONING (office use) C./ PID ~S-90\OO<8-0 (Phone) ClSL. 2.7..(0- 0000 P.O. ~'X S~C\ ~\O~ ~v..t:r; N\\J 553"2. BUILDER (Company Name) ~~~\ ~~~t\-r\O""\ (Contact Name) lolSb JuE!.R~~ (Address) SS~~ \.JeS-r"'~ ~~t;:~ ( cs.~\-nr. 100 TYPE OF WORK 0 New Construction ODeck OPorch ORe-Roofing OAddition OAlteration OUtility Connection CODE: OI.R.C. ri(]I.B.C. Type of Construction: I tIi) ill IV Occupancy Group: @ B ~ Y H I Division: 1 2 3 V A M R 4 5 I51J Mise: B S U (Phone) ClSL- ~\ . S 4 0 ~ (Phone)CJSl. CO"3.1. ~~4 'L "'l\.:)~~U~ _ I'J\ \.J ss L\ ~ ORe-Siding OLower Level Finish 0 Fireplace ~ ~e ~oe-~ PROJECTCOST/VALUE $ .q7~-~.1(j (excluding land) m / //~/?_ - I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner OT authorized agent fOT the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building :fficial can ~rmore, I hereby agree that the city official or a designee may enter upon the property to perform needed J~ ~ , Signature Contractor's License No. Date I Permit Valuation I Permit Fee I Plan Check Fee I State Surcharge I Penalty I Plumbing Permit Fee I Mechanical Permit Fee Sewer & Water Permit Fee Gas Fireplace Permit Fee $ $ $ $ $ $ $ $ 1/0 ~()().r ' 533>1.. 7<; 31~t? Z'l 4 4-t? 50 ,1 . b~P~Ck:'" B llding o~ \ 1(~fe I Park Support Fee I SAC I Water Meter Pressure Reducer I Size st.. I'" , , Sewer/Water Connection Fee Water Tower Fee Builder's Deposit I Other I TOTAL DUE Paid 9~3 9,54- Date 7. 24-. CJ C. # $ # $ $ $ # $ # $ $ $ $ CJl3~1.51 Receip~. _ By~ r ;>-/9!3tJ This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document ;;:: ~ ~ 1:1 ~ c.:"" C"'""'. "'.:;:);:;;;.- """""'""" '" OO~. .dore -',"".' c_~ ,fQ=P'"'Y mo. b< '--7T"~lanning Direc:tOT ~ date Special Conditions. if any V 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 1t;.4- (L- cYUi CITY OF PRIOR LAKE PLUMBING PERMIT Date Rec'd :3.ZI.ob fi~/~. /7/ I Blue File I PERMIT NO.O~. 0/&71 2. Gold City 3 Yellow Applicant (Please type or print and sign at bottom) ADDRESS ~(~", !V~ bOD." IY\ (.rV,~J e-.......=/l"\. 0<'c~ LEGAL DESCRIPTION (office use only) LOT ADDITION BLOCK OWNER (Name) ~1 \ 4 I L (~~f) (Phone) Quantity ZONING (office use) PID Type of Fixture Rough-ins Water Heater I Water Softner I Stand Pipe (Washing Machine) I Sewage Ejector Backflow Assembly Backflow Assembly Test Lawn Sprinkler Other move- F, t+.. -' "'" r FEE SCHEDULE Industrial, Commercial & Multi-family I % of job cost with a $39.50 minimum Residential, New One & Two-Family $99.50 Residential, Additions & Alterations $39.50 (Office Use Only) Estimated Cost $ "-5 7 vu. - Building Permit # PLUMBING PERMIT FEE $ -;1- -7u STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ 4 (). .- This Application Becomes Your Building Permit When Approved ~~at:ffiCial ~/ ZD~( () C, Paid +tJ. ~ () Date...3. .)..1 , rJ(p 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714 ~4~ 3. J Receipt No. 5//75 BY~ / White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED 130$'"/9/Z--OT UJJeP . I?~.O(P The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 5lJ~ / Reviewed By: to /'-1//v'A/6.soTJ4 5, s-,6. G IU1 / III //II (J?) 0 /7-00 AI. L./' 71z~ i Accepted With Corrections Accepted Denied Date: Comments: I. F,- N 15/-f Cc,1LJ~ L'> tJ r. '-4, "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Building Canary - Engineering Pink - Planning NAME OF APPLICANT BUILDING PERMIT APPLICATION DEPARTMEtjT CHECKLIST ~:SACL()-f" CQ/lP . ,/Z ~!o<a r APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: S"'" ':>00 ( tf\ (~J..ES~A-- Sr. . C.- . b~A \~ ~~ 0 ko, l,OI".J Accepted ~ Accepted With Corrections Denied Reviewed By: ? / (? Date: '3 ! 2 c.{! 0 '=> Comments: See Reverse Sid~ for Additional Informationl . 'po A-++~C,,",v---e-+-5 I) G-~^- Pl",-- 2) fro~,'.,:)_ ~,-ir,1 ~~",...e..> j &(\ 8-~",,'-d-(OL c~".\t As.- ~"'~,+'S. pr...'.:::.- +-~ T~r~r^r-'--1 I I Ct....- ~ 2' ~ ~ CA... k ~ 'b c... '- v p ~ c... '-"I _ '1~L ,- '-{L{7 - '7l1 0 ~- I U-f-l' ,. '.J..1j I 7---.c.~c-i((o~ . 'The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." EROSION CONTROL MEASURES FOR BUILDING CONTRACTORS Whenever grading or excavating for the purpose of constructing a building occurs, the City of Prior Lake erosion control standards must be applied. The standards will reduce the erosion of soils into the City's storm sewers, waterways and roads. This handout provides you with the information you need to comply with these standards. An erosion control plan will be created for the site as part of the permit review process, Failure to comply with the approved plan during construction will result in the loss of the $1,500,00 deposit, plus the builder will pay for the cost of the correction work, Build a rock construction entrance and erect silt fence,. The silt fence will be in place prior to the footing inspection. The rock construction entrance will be constructed concurrently with the backfilling of the footings. Silt fence will be required, as needed, to intercept water flowing off the lot. Silt fence perpendicular to and across rear or side drainage swales shall be 20' long, centered on the swale, and spaced no more than 100' apart. Silt fence will be required behind all curb at a distance of five feet behind the curb, except at the rock construction entrance, and will extend 10' beyond the property line. The 10' extension may be waived when the adjacent lot is sodded and installation of silt fence would damage the sod, For spring construction, silt fence will be constructed as soon as the frost is out of the ground, Posts will be spaced at four feet or less and driven at least 2 feet in the ground. Posts will be two-inch square or heavier wood posts or standard T or U section steel posts, The rock construction entrance shall be 20' wide and 5' deep and be constructed of l' - 2' clear rock from the back of the curb to the front of the house. It will be the resDonsibilitv of the Qeneral contractor to:. 1. Maintain the entrance and silt fence in working condition. 2, Ensure that all sub-contractors and suppliers use the rock construction entrance only. 3. Keep the silt fence and the rock construction entrance in operation until final grading and sodding have been completed and the driveway paved. Penaltv for failinQ to comolv with the Erosion Control Standards.. If a deficiency is noted in erosion control on site, you will be given 24 hours to correct the deficiency. It is important that you inform the City as soon as correction is made, as the City will consider the work undone until so informed. Failure to correct the deficiency within this time will result in forfeiture of the Builder's Deposit and the City will direct a third party to correct the work. In addition to the forfeiture, you will be billed for the cost of corrective action. Inspections will not resume until a new Builder's Deposit has been submitted. TYPICAL EROSION CONTROL MEASURES FOR A STANDARD HOUSE LOT ~ Silt Fence ,/ en f SI01le House SIODe Garage Temporary Rock Entrance ----- --- White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: AccePter Denied Accepted With Corrections Reviewed By: Comments: ~ Date: ~r;! {}6 "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction act)vity which is proposed at: / r V / - /' J r"',~. ..,,',;,/' ; 1\../ "-_." I ! /'~."....... /\/ / ,/' :i/ ''f . /v Accepted V"" Accepted With Corrections Denied Reviewed By: ~ U Date: t5/u lora I , Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Building Canary - Engineering Pink - Planning NAME OF APPLICANT BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST ~5~D<r ~. 4-- t!Z-~~(,;. ( APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: <::::? 5C)0 { rf\ (~~S6f\A- CZ~ ~ ~. ~ . bf-A-'~~D kD~~ Accepted Accepted With Corrections Denied Reviewed By: Date: Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shaJl not be valid." White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED -C;>ll t::JS c -.,., ..0" /'~ -'-7 --, ~ __ ~L- I c...-c:..:t r_ - -. //2~p0 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 500( I!t/l/J1I/E:SofA* Sr S~ E. . FJ/D ~NL/ ;:=O/<- bi?/t/NWOQO AIJ/J//loAl Accepted ,/' Accepted With Corrections :;; /z/k Denied mlf- Reviewed By: Comments: /.. ,IJ--&;tJ b PLAN:> bf2A.t1&- ~-V/~ & ? 82nJ /T- Date: /SSc./6V { f Lv / 77It "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ~ Metropolitan Council Environmental Services March 6, 2006 Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1787 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has determined SAC for the Grainwood Elementary School, Kindergarten Addition to be located within the City of Prior Lake. This project should be charged 6 SAC Units, as determined below. SAC Units Charges: Classroom (Elementary/Kindergarten) 3360 sq. ft. @ 30 sq. ft/student @ 18 students/SAC Unit 6.22 or 6 If you have any questions, call me at 651-602-1119. Sincerely, - / fl,h MAA./ .~ r: C7i Roger J anz'ig Senior Planner Municipal Services Section EAS: 060306S2 cc: S. Selby, MCES Josh Ripplinger, Wold www.metrocounciLorg Metro Info Line 602-1888 230 East Fifth Street . St. Paul. Minnesota 55101-1626 . (651) 602-1005 . Fax 602-1138 . TIT 291-0904 An Equal Opportunity Employer BUILDING CODES & STANDARDS DIVISION 408 Metro Square Building 121 7th Place East St. Paul, MN 55101-2181 www.buildingcodes.stateJ?ftOOE6T J 651-296-4639 Fax: 651-297-1973 TTY: 651-627-3529 TTY Toll Free: 800-627-3529 Minnesota Department of Labor and Industry '4. . '. '4 · , COPY TO BUILDING OFFICIAL: Hutchins. Robert Dana City of Prior Lake 16200 Eagle Creek Ave. Prior Lake MN 55372 Date: 10/24/2005 Project Title: Grainwood- Kindergarten Addition Location: City of Prior Lake Description: Adding 3 classrm kindergarten into Elem School Date Received: 10/24/2005 Assigned Project Number: 20050422 Dear Building Official: Attached is a copy of the notice to the Architect / Designer of the project described above as to the agreement reached between the Minnesota Building Codes and Standards Division and City of Prior Lake delegating building code administration to your office as per our agreement on this project. Yours truly, BUILDING CODES STANDARDS ~. 4,('~ Scott D. McLellan Supervisor, Plan Review SDM:w Attachment PaFormRl This information can be provided to you in alternative formats (Braille, large print or audio tape). An Equal Opportunity Employer BUILDING CODES & STANDARDS DIVISION 408 Metro Square Building 121 7th Place East St. Paul, MN 55101-2181 PROJECT. www.buildingcodes.state.mn.us ARCHITECT/ENGINEER: Josh RiDDlinger 651-296-4639 Fax: 651-297-1973 TTY: 651-627-3529 TTY Toll Free: 800-627-3529 Minnesota Department cf I.. ?b~~ ,:rnc 'nd~~~tr~' Wold Architects & Engineers 305 St. Peter Street St.Paul MN 55102 Date: 10/24/2005 PROJECT: Grainwood- Kindergarten Addition LOCATION: City of Prior Lake COUNTY: Scott DESCRIPTION: Adding 3 c1assrm kindergarten into Elem School ADDRESS: 5061 Minnesota Street S E ***************************************** * ASSIGNED PROJECT NUMBER: 20050422 Date Received: 10/24/2005 ***************************************** An agreement has been reached between the Minnesota Building Codes and Standards Division and City of Prior Lake , whereby the PLAN REVIEW AND BUILDING INSPECTION will be done by City of Prior Lake Please submit all plans, specifications, and appropriate fees to City of Prior Lake You must follow their submittal process and fee schedule. Please refer to our assigned project number for their tracking purposes. The City will also be responsible for issuance of the certificate of occupancy. Sincerely, ~.Ih1('~ Scott D. McLellan Supervisor, Plan Review SDM:w c: Building Official PaFormRl This information can be provided to you in alternative formats (Braille, large print or audio tape). An Equal Opportunity Employer \ ~~ :\ \ / . - I /'- / ..) ] '\ I here prepo omo under Signer Typed Dole. Re ~ - ~/ (, / - I If ~ - !- --- r' t ~---_ \.' NO I 11111. ~ ,_I I -- SEALCOA _' __. Ullllllll T ! L1------ -------.. IIII1 t L .. ." -- .. 2 --:~ @. SCALE: 1'11' ~ '100' G - - A G :l Sc Project Name: Location I I Specification I Section Article I 02200 I 03100 I 03200 03300 03300 04200 04200 05100 I 05200 I 05300 05400 05500 STRUCTURAL TESTING AND SPECIAL INSPECTION SCHEDULE Grainwood Elementary School 5061 Minnesota Street Prior Lake, Minnesota 55372 Type of Special Description (2) Earthwork Fuuuwork Reinforcement Concrete Tests Concrete Placement Prism Tests Masonry Placement Structural Steel Steel Joists Steel Deck Cold Formed Welding Stair and Railing Welding Inspector (3) SI-T SI-S SI-S TA SI-S SI-T SI-S SI-T SI-T SI-T SI-T SI-T Report Frequency Weekly Per Visit I Per Visit Per Test Per Visit Per Test Per Visit Per Area Per Area Per Area Per Visit Per Visit Project No.: 052055 ~~~';\"h S;"'"v:''' ~'\~,;r",-":~ ':'\~ii;~ Permit No.: (1) Assigned Firm (4) '\1~~.UO l~ -Tet re~ ~~"'-\ t~ \ t:C. R~ \~~~L. ~~\:) \~~\~ ~~U\O \~~..::: ~RAUN \~~~ ~~\.:> \\.JL~~ ~~\..} \~ 1.eC- B~~U.~ ~~ \C~ ~C) \~l~l~ ~~\.\.~ \\.:) l~--rec... ~~ \~ \<<l~. (I) Pennit No. to be provided by the Building Official. (2) Use descriptions per mc. Section 1704, as adopted by the current State Building Code. (3) Special Inspector - Technical, Special Inspector - Structural, Testing Agency. (4) Firm contracted to perform services. ACKNOWLEDGMENTS eB esentative must sign below: ~ Firm: Indeoendent School District #719 Firm: F-Css.Pr~-r to ot<.~ Firm: Wold Architects and Engineers ^ .~ Firm: BKBM EnQineers Firm: BR~,\\:) \~eoc. Firm:~~ I~i't:!b..~ Firm: ~~ llv l ~.,.t2(:. Firm: Firm: Legend: ...,)... (:.::':~;\..:,,":,\ -...:,,':i.~\~"'~ Date: ;<.b~'oG:, Date:~:2. 0(.., Date: ~fIJ Date:~"" Date: 2 - " - 0 <P Date: "2 - '2 - 0 <; Date: "2. - '2 - () c; Date: Date: SI-T = Special Inspector - Technical ... SI-S = Special Inspector - StruZtur i F = Fabricator ---- Date: h z..1 er:; ! I SER = Structural Engineer ofRecoI TA = Testing Agent Accepted for the Building Department by No. 052055 END OF SECTION 01410 01410-8 Structural Testing and Special Inspection 16200 Eagle Creek Avenue S.E. Prior Lake. MN 55372 February 28,2006 Mr. Josh Ripplinger Wold Architects and Engineers 305 St.Peter St. St. Paul, MN 55102 RE: Grainwood Kindergarten Addition building plan review Following are the results of the building plan review for the Grainwood Kindergarten Addition. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC) and excerpts from the National Fire Protection Association (NFP A). 1. Sht. AO.30 Code Analysis Building #1: The A2.1 occupancy is not allowed in an II-N construction. 1997 Uniform Building Code (UBC) Table 5-B. 2. Sht. AO.30 Code Analysis Building #1: Establish an assumed property line in court yard between buildings #1 and #2. UBC 503.3. Recalculate the frontage increases allowed for building #2. IBC 506.2. 3. Sht. A0.30 Code Analysis Building #2: Explain 1165'/1184' frontage increase measurements. 4. An S.A.C. determination must be completed by the Metropolitan Council Environmental Services. Contact Roger Janzig at 651.602.1119. Presently, there is a charge of $4,900.00 per SAC unit which is collected at the time of the building permit issuance. The site and building plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. If you have any questions call me at 952-447-9851. Sincerely, Robert D. Hutchins Building Official www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 10/21/05 14:59 FAX 6512235646 WOLD ~ 005/006 Prgject Title _I ~. J. J... I\. t I L . Projected ~"'A'W\WG.H t;.l"4lV~4.UM .t"'IllW,nv~ ConstructionValuation $ ".s-,01>>O Address L ~ ,. Anticipated sta~d;tle, 0/- gt-' ~\Y'USnJ\ ~u...'" &..e .. .. City or ToWnship where located - I ., _ county". ,....J.L ;. _. ...~ ""PLEASE VERIFY""* 'PlrIOV \.oA~ ~v.ll \....h, ~:1~ftat~~~~a~=~ ~ .111 c'f):~~w~ Ad"O. '&0)( n, ~hone: q S"2..~ 1.'1..~" 005"" City ~tate, Zip L .1... .. .I 'I''''F~.lf' t.wa. . ~\",.w'"iP' ~4f"'" Fax: 'In:" '1.1.t- ~OOZH i ~ ~l tu:h. Al,.J ~~.u..w.s Project cont~~OO$~ ~Jf'\' ~~_____I Addl;oS" ~.... -p"t:..... Sivu.+ Phone: (,~ 1-1..'1.. ,...",s City'i+~'~"1I\1 r M,'''NrJ.'''' ~S-I~'2- Fax: ~'S l-1.'L~- S'L,4t" _ _ E-mail: WW\ , \ (Ii W. \c1 At.. ~""" o Public (state-owned) building paid for by the state or other state agency for: II- 0 National Guard 0 Historical Society 0 MN Zoo 0 D,.o.T. 0 D.N.R. fd wO MNSCU (State College or University) 0 Stc;lte Hosoital 0 State Home 0 Capital Complex ~ ~ .JZl Public school district building of $100,000 or more in construction cost a. Cl State Licensed Facility licensed as a: 0 Hospital 0 Nursing Home 0 Correctional Facility o Supervised Living Facility ... . 0 Free-standing Outpatient Surgical Center o New Building Construction o(AdditiOn 0 Rem~deling 0- Other; specify ~ ~ IBC Occupancy Classification(s): ~ IIBC Type of Construction: l\ '& en 0:: ~ ~ ~ Project Description: d;> A.U,~ ~ ~~'-C. (~) c,\"-'U"",,MI\ k,~.,.".t'''U''' AJJ,.f,..., ,~ ~'" U\\"""-l ~~." sJ....l. ~ M.J.-h~" 'J ~1.~~!!1~t;L, S",S"60 S.~.. . ... _. -.-... .. ". . - tI' .(-- '\ ;nnBBm, pgPf~ }..J ~ DEPARTUENT OF ADMINISTRATION Initial Application for Plan Review Please complete this application and return it to the Building Codes and Standards Division prior to your expected plan review submittal date. This will help us expedite your project while we determine where you will make application for plan review. 12104 I z o ~ :lE a: o LL ~ ...J ~ W Z W C!) ~ I Upon receiving this completed initial application, we will confirm proper jurisdiction for the project, assign a project number, and determine who will do plan review and inspections. Within a few days we will notify you in writing of the project number, where to submit your documents for review, and how inspections will be handled. If delegated to the municipality, you will need to follow their procedures and fee schedule. Otherwise our standard application process will need to be followed. 1 completed the information on this application and ~nd that it does not authorize the start of construction. Ju'-' 'R"p \, ~~ ( LL- P rt- _ '0/'2.1' Ie Applicant f\lame{fPrint) / Applirt Sig"nature . · Date Building Codes and Standards Division, 408 Metro Square Building, 121 7'h Place East, St. Paul, MN 55101-2181 Voice: 651.296.4639; Fax: 651.297.1973; T1Y: 1.800.627.3529 and ask for 296.9929 Web Site: www.buildinacodes.admin.state.mn.us PR586 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372 January 6,2006 Mr. Josh Ripplinger Wold Architects and Engineerers 305 St.Peter St. St. Paul, MN 55102 RE: Grainwood Kindergarten Addition site review Following are the results of the preliminary plan review for the Grainwood Kindergarten Addition siteL- review. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC) and excerpts from the National Fire Protection Association (NFP A). 1. Sht A 3.0: The existing building plus new additions is required to meet height, number of stories and area specified for new buildings. MN Building Conservation Code 105.1 #2. The existing building was not originally designed to the 1997 Uniform Building Code (UBC). Since the 2001 renovation project was built to the 1997 UBC, the City will allow the buildings height, number of stories and area to be calculated using the 1997 UBC. 2. Sht A 3.0: The building does not resemble type lIB or IIN construction as it has wood roof structural components. The building more closely resembles an IIIB construction type. Reclassify per IBC 602. 3. Sht A 3.0: The gymnasium is incorrectly labeled as an A-3 occupancy. The occupant load is over 300 and as such the occupancy more closely resembles an A-2.1 occupancy. UBC 303. Reclassify occupancy and recalculate the type of construction. 4. Sht A 3.0: It appears that the existing building area will not meet chapter 5 of the UBC or IBC. The area of the existing building appears to be over the allowable area. Based on the existing square footages, portions of the existing building need to be compartmentalized into separate buildings to allow for area increases. IBC table 503 and section 506. Recalculate the allowable areas for each of the separate buildings. An IBC fire wall design may be utilized for a method to separate areas into separate buildings; the City will not require the fire wall to meet the structural independence criteria as required in IBC 705.2. I have spoke with the State of Minnesota Building Codes and Standards Division and they have stated that they use this policy for the construction of fire walls in existing buildings. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 s(~ f.2vv5J 0, ~, ,;S. Sht. C1.2: The parking lot total parking stall count is 96. Provide 4 accessible parking stalls. MSBC 1341.0403, item E, subitem (1). One stall must be van accessible. MSBC 1341.0403, item E, subitem 5(~ (2). This is a site and building review only on preliminary plans. Other code items will be addressed when the final plans are submitted. The site and building plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. If you have any questions call me at 952-447-9851. Sincerely, Robert D. Hutchins Building Official \ 5~. ~~:~s~ L~ \, "\ ~. f.,X ct~.,// t,F\ t.,J'" 7 L~",,~ It''t~ .....~ c""" 1_ \'" ,,~.i '7 I (........ t=...e- f\fj, . "'J'. A.)'..' ~ &.) -') ~"'~l~- 1",.> -if J V'''..; 1'/./.... ..:.) \.'''''-'-- .;'1'- *" ~",p 3 ...,,f"'" ~ 7~) -004 -Ds4-CJ ~ ~ "L<;-C{oC-c09-Q s~ ( Wl(AJ~;-OVA-- 3'T. '3 I + St- ~.~~\ I~ /00/5 1- \4;- ~ \ ",pcc .....eo> ,- c. "'" ~,..",' IS LJ S 4- ST~ L-L- s::;f2CqO LA-' (v+-\ l5 2- p n-uV \.0\..-<--t.) ? oN ~I PAi.J w ts e>F- . ~.;:NY\:5-- -';-r{J.v::..~G-~ ~ - A N A. L'-( 5 (> TS\J(~.o (",-" IL,". {H c f<-occe- <!>ce- 1 H-IC; b U/ '-'-';"-1 c ~0ooi:J Cc.r--~ <; 't ('-. ~ C-l ; o,J A,....;c. \.{':; S \2e c. Lh,S'S ( f- ( t.x.n Ifl--:; JI- -~ ~p~ M T(PG- ]tN~\..f)(:, UBc.. ""'4 NorPt<) 0.1 :rr t <JBc. "03. Z. --':~\#I?,~ ~~:;11--=: ( A?::J M'C ~ A. 3, v- I b'1M --7 I A 4 I - - I~, 500 4\.-L. .m.-~ A0i..r': · u-/ (S ~ " A OI}O !i2- C. e> '">2 ~,....-v" If\~ L. E; 61> & . -; S I oi? ~ el*{!--A-trr I ~~l 9. luge.. S03_1.. \ 4 --; G J~c... \.j ~ Y-v~~ , Tf-- l? <-6-- ~ - '8:. -.)~ c.. - us UAt..'-f t+ GCTl> D s~.?~ 1'1P€'s t!) F-- ~ST1Lu ~ d>(L. f:vuA. L-lN\.\.T"S 1\1 ~.~- ~~O~ vJA.L..L.S, - Bc..J( NEe{) ~ . Fc?lL 1"'1P~ ~ C::-'Si{t....... cr \iJrf ~o I. 2.. t-'t,~ 1i.~ d- COAlsrtU.K.:fro,{ .6, ~L.[\ IS ~ A-..........JJ 6D IN ......11t.. 0/1.. :tl:N B.~c(;o ?fJ se~~~ \c;. ~~ 1S€:-1"~~ Gl~- <;:c.~o'- ;A.M) \( ~ ~ '"\ I s A. 1lt ~ \"'no....... ..../'5 p a......~ p\2..:>u IS (..... ( ,J ~ - ~~ I ,;."J6 s.., ..STI N'r....... 0'" tile.. s.oa , $'-> ~ TIT-"'.,-e- JP.J')- S P\2,J...)~ Fo~.ill. ONe t-\o....~ Co-)S,/2...vC-T"\CN ,I ~~ E- ~11!1 'S.....~S-rl~ ~ T~o,...e \~ ~~ll.,.,.,,) GGJ. 0-' Ii (VlUS-r <se-~ qlu'gV 'B~6? ~ 2-~O*.Ec..) l. \. '165 _ 2- ~ ~.ff~ Tl\$- b'{fY'.- l53. ~:; ~ ~ ( . ~ _ --::-.4- C--4N w6- kl? O~ ~~ 70 -9 ~ ~~ c..)'-"-'e::r.....~~ ~.) "'ftf--t$ NON CeW~,,- /) - 7 /6(.) I V() j,.J b t::5f2.- ~ ~)4'/S.>r__ ~l.,/)-a ~"- ~ 'tn c...o~) ~'U-f --- .----, -... I ,---=--,.:.. -t, \ \ II "Ilt:.' u ~lr. ~ ~ ; ---= - ~\J ^::j ~ I(j' N~ ~: \ - .~~ GRAINWOOD BUILDING PERMIT COSTS #1. Valuation $978,000.00 - Permit costs including foundation and upper level. I Building Permit Fee I Plan Check Fee I State Surcharge I Park Support Fee (6 x $850.00) I SAC (6 x $1,550.00) I Sewer & Water Connection (6 x $1,500.00) I Water Tower Fee (6 x $1,000.00) I TOTAL $5,817.75 $3,781.54 $489.00 $5,100.00 $9,300.00 $9,000.00 $6,000.00 $39,488.29 #2. Valuation $97,800.00 - Foundation Permit Only I Building Permit Fee I Plan Check Fee I State Surcharge I Park Support Fee (6 x $850.00) I SAC (6 x $1,550.00) I Sewer & Water Connection (6 x $1,500.00) I Water Tower Fee (6 x $1,000.00) I TOTAL $1,042.50 $577.63 $49.00 $5,100.00 $9,300.00 $9,000.00 $6,000,00 $31,069.13 #3. Valuation $880,200.00 - Above Grade I Building Permit Fee I Plan Check Fee I State Surcharge I TOTAL $5,332.75 $3,466.29 $440.50 $9,239.54 J:\LETRMEMO\GRAINWOOD BUILDING PERMIT COSTS.doc AUG-23-2006 14:47 From:G F COOK COrJST CO 76345045P To: 9524474245 P.1/7 ..,. rr'1A~Wf/J J ~ GEORGE f COOK CONSTRUCTION CO ITransmittal1 2.300 Ncv:ld~ ^ve N. Suite 200 (~()ldel1 Valley, MN 5542i Phone 763-450-456:; Fax 76.3-450-4567 To: Bossardt Corporation 8585 West 78th Street Minneapolis MN 55438 8/18/2006 Attontion: Todd Iverson Phone: 85:': 831-5408 Fax: 831-1268 Projoct Prior Lake Kindergartens Addn's & Renovations #2 various Prior Lake MN 6468 Wc are ~ending you by fax the following letter from Wasche Commercial Finishes, Inc. 9900 Painting Items Sheets Copies Washe RFI - Clear Intumescent Coating /.z)~ V. These nrc sent to you for your approval. At areas where the existing ceiling is clear. Washc is proposing to use the follo\.ving enclosed product. Please review and nave approval hack by Monday afrcllioon (8/21). Thank:) Copy to: Field ~i- ~\o<?I('~ Ilv{'1, t/lL71., - '-'\. -~\ . LA..1-L{5 GEORGE F COOK CONSTRUCTION CO if Erik A. Kaske ~ 9768 AUl;;-23-2006 14:47 From:(;; F COOI( CmjST CO 7634504567 To: 9524474245 P.2/( >: AU9-~a-06 Ol:O~P PoOl. 21335~ rd_" ~trMt ME., East BntIl81, MN 11011 Tel TIUA34.8812 f.JIl183,~"" Wasche Commercial Finishes, Inc. Recp!st For To: Gc~c I'. Cook Arm: Eric Kaske rlD\: Dale: g/18~ I'mm: John ?tiel'll l>app:.: 5 lte: Prior Lake-Inrumescelll COaling CC: o lJ~' o I'nr ~~\'it:'N o J>1 CliSC C(''f1lJT1l.ll{ o 1'1C3.<;e Iler!} o PICllSC Recycle e.'Iea.r,e Icvlew Ole r.:lllo\\llns and advise :l..~ to il...", to I'lTJGO::(l I) Plcll..'IC review tlll: t(lliowing I" ",,,.sed pn:ilillctS (prediCT dlllRl recommended 10 h~ u~lXi at the exi$ting _.......ed ton!',u,= and grooV'/: ceitinss (An Wld Gymnasium). Th~e product) lite: "CI~3T" in lieu of !he pre',;oo<\ly !Whmitt.ed "wt\ire" COal~ Plc* revlcw and Il.l1visc ASAP. Rc!.pectfuUy ~ubm~, John Peters Estim:ttor AUG-23-2006 14:47 From:(:> F COOK CO~6T CO ALlg-1B-06 Ol:OlP 88/18/2005 14:12 512-866-81339 --- .~. PRODUCT DESCRIPTION No 1G6 IS . eleer catln finiGh fire re1arCllrtt ....r",sh having a Clas$ . A' Un(Jerwrit~fS' LabOf&lC'rl., flame spre.&O r&1il'le. Wflen lllllposedto fI8",eo' high heat, 111 e coating p~", uC to form a lhlck 'nt:l.lla1 ng C4lllulat1oam Thia l<lam layer ,"tard I the penetl.atiOf\ of heat, lho...b)' ree uc;ng 1!'Ie 11ama IIprlllu:l l~l.Jriac. burning cnaracle,isticll) ana smoke ce"e,op~nt of combtJsUblll materlllls "I!!CONlllllNDSi:D USES: NO. 166 is Clesigl\8d lor u", on in1er-ior wooo surfllc.:I wherg it is dDslrOLJI 10 mail'ot31n thu na.tur,1 wood appearance. whil, obtaining aCI~s -A"lIS'TI5 spreod rating. No lee ia .ui'ab~ for use on<oweJl Cl.n.li ng, ceiling panel II and Qln'f1;uch surface.. Not recommended for U~ on 11001"6, doors, shellll "iii. gr in a,..1I.1 where there could be expoeun to dampnp.!:S. high humlOity, moiature or water, as ll'nl coati n g is so mew tll! soTter th 8 n conllenlion.1 varnillhu. and may turn mi~ky if expo:!led to damp or numid cOl1dltiOnG. (On hard us~ ::surfAces or in Arllllll wn.rl'! dam p and humid condition~ CCl,lld be ancountllred. wo r~CQfT1mend Flame Conlrol No. 129 ..nd No. 130 CltllI "8" Fire Retardant Varn Ilh s)'iten'.). 1'10. 168 dries to a t;ICM ...I~ety ~alin ~ii11sh. All surtllee~ HI41 will be S\lbJscl~d to nandling, Qr ""here B. Icw, IImi or hl- Sloss finish It! dOolred, should Ill! topeo,-ted will- Flame Gon1l01 No. 167 Fire Rotardan[ Vll,~ls" Overcoat The un 01 No. 167 Overcoal gr8a:ly improv4:!S the dur..bility of No. 106. U;ED BY: SChool', Collegn. N\jr~lnll Homes. Chll<, Caro Cente~. MoepltlllG. Pei"lal Institution::, Aparlment.. HCltllt~. Fa;IOr!e9, W41ro"ou&G$, Ratail StOrM. R OJ;; I..U ranIS, Uti\itl~S, Railroad and olh8l' T'Dn3POrtallon Comp...,;.., Oil and O".",i.:;al lrwtllllaIIOl1~. M,litary 1 Milallallor1l. .nd 01~ faallltiClla w;'o'o fj(-~ J9tan::lanl c;nllting& llnr reQUlrlld. 7634504567 ~RW1N WILLIAM 31~7 To: 9524474245 P.yr P.02 PAGE 62 PRODUCT DATA FLAME CONTROL NO. 166 A Solvent Ba5e Coatirtg Intumescent Fire Retardant Varnish Fire Hazard Classification, CLASS "A" USE UNTOPCOATEtl Qft TOPCO~TED; ioplXlating IZ not n&(;~s;ary for many appl(;~lionSi. hOwever, ~II surfaces \h~l will be &ubjeded to hanrllinO or wnere a lOIN. semi or hi-gloss flnlstl i~ dulred, stlol,lld be 10pccot6() "';th FIOlme Control No. 167 Fire Rela'dant Varnish Overcoat Thll u:sC or No. le7 O\,Ci'(IO:l.l ~recrtly unlJrUVe3 th~ durability 01 No. 1M. PERFo......NeI! IHf:ORM"TIOH: . Claill "AU lile r.l<<1 ('lee lire hazard ClI~G\licA1ion section) . Cnl'l'lt)llelll wlt/'l !eoer.I, slale, 1cx::;l1 tluildina and fire oodoa reQui'lilmenIS. . Orio!: ~ solvent evaporation 10 · V6~wety sat,n lini~~ . MII~1$ all pHl,ei11 lead regulations. CHARACTERISTICS 1=1111.., ....... Satin, 5.10 lJnil:s. GiGO. Color .. . . . . . . . . .. .. Clea' VarniRh Spre.dLr\ II ReI. . ... 3oo~. ftJ\lal. (7.4 JYf!/L) 5.6 mHs wet. 2.~ mil:s dry/cl>1I1 (Il eOlllS requinxl) eov.,a.. @! 1 ...11 dnt 7.'i~ SQ. fUgal. Vclume ...... ,.,......... .ol7~ ~ 2 W"ghI Solldtl .,. 61 'lis ~ 2 CryinG TIJIW @ 77~F " 50'{" 'U4, 'To Irluch 3-4 hours To handle 7-B nOUf3 To !'Gcoat 16 hour' To tOI'~!lllt ~ hoiJrll Type QI Cure ... Solvenl !;:V::lpor"l~on FIHh Po/ft' .... ..' '06. F (40.6'C) (PONlkll-MIlr1llnS Closed Cuol R..s..clng C1alYwnt . No. 1 S6 Special Fle<lucl!lr Clalfl Up 301".'" , '. Xylflle (Xylol) ~lwllllfo .,. 24 l"I\onth~ (u nopenf:d) PIlluGJng ,..,. 1 & 1) 'Jill. C0'11ainil" !WIght/gal .. _........ 9.7: 02 Ibs. 3hlpoirog weighl .,' 41 ~A\!l. - AA Ibs 5 gals - 53 IbS. Appllutlon ....... Br\J~k l'alrll/~S t\f'l~ cor",.,ntiona.1 heavy dl1ty spray PRIlCAUTION5: 'The liquid coatl.,~ e~l\lalns volllltl~ (comtlustib1e) solvenl.. Uu~ ~r4l must lJe nxerclseo during and an,,, DppllCJltlon Adaq"a1" v~nli1~ion muSt be pro...id.,~ durin!] "ne! af1er applica::lon u~til1M COAtIng itl dr). Keep lIway from heal, spar~:s and ope" l1amll. Do nal smoke. Ex.\ "9ulsl'l aLl fIlJm9~. pilot lights 3nd h9~ters. turn off sloves. el<"ctrlc tools and appli,]nco,., and any other .:;Qurce at Ignition. I-"oit1 oontBct with skinandbrl!att'\lng of VIDor or spraymi3t Clos~conUllneraflerl1!lt DO NOT TAKE INH.RNALLV. KEEP OUT OF THE ~FA.CH OF CHilDREN. SURFACE PREPARATION surface prttpIJr&1ion &hould tlQ l;t"r~d out aCtording to good PJlntlng prIlCl1ce.. All dirl gr/lll~e. oi.. wax. ana other foreion matter IYlUSI be rt:lfll).ed, NEW SURFACES: All surt3.Cl!S must bedry. cllIan. fI'~O 01 a II d;rt, ~j)noi'lg dust, etc. II staining IS desired. tM U111!1 or nonDlcedlng lype St&lns ;1 llll,;ommlllndlld. All sLlrlaeo, "hO\)lo be thoroughl)' !ealod with Flame Confrol N"'J. B Clear WOOd Slllller. AllOw the surlal:tt to l/'IorollQnly r:.rv be/ora PlOoeGdlng witn t1'Hl llpplicalio... of No. 1GG \1 i~ rllco!'nmend9d Ih:lT a reDr~~ent,'ltl\'e sample or the systjm ~ prep3rco prior:o SI~n,"9 1t'l41 ~roiecl PRE'./IOUSL'f COATED suRFACES: AlIsurfacB'lwt'liCt. ~l!.\fe belln previouSlY cOllgd ",,01 :;. convp.ntlon..1 cOllti.,g (lhu. AUt:;-23-2006 14:47 From:G F COOI( CmlST CO Aug-lB-06 Ol.:OlP eB/18/2e~6 14:12 612-86~-8839 _..-.!':.~~7;'~'.' >"'.-,/~"\.,,:: .....~r;~'.;?~:.'.~-' ~ ';,--';': ~... .~~ (.',,,",,j, PRODUCT DATA 7634504567 To: 9524474245 P.4.-7 SHERI-ilN WILLIA."1 31~7 PK::E P.03 03 ~. .\;:""'. ~'.""~~.""""."".' ~.~. -' .~' . ",... ..." ... "'...'" "..";) . ~.,~: ,.,.... "'of ' ~.\~ . .~. ~.~ . ....>~~~t...~:..~......~~~...:..:...n.~'...r:; ~,..<.r:."f~l.",..,- ~_' . . T~:-:'.~.~~'~€ FLAME CONTROL NO. 166 .. SolvMt Base Coating I~ intumescent Fire Retardant Varnish FIre Hazard Classlflcation, CLASS IlA" ... ~ ,j " , includes 'pretinf$hed wood' ~"II!l), must be ~hed davll' 'Witl'1 'mirw'al splri', or Q1h'er lIultnble' solutiort,',C remo'ieall wax. gru aae , gte. Llghtlysand or t1tlel woel aJI glossy sur1l1ClCS, tel;' patch smllll a"'Q~, If old eOsllng ls "at a"ected. proceed witt11heeppli~ion of No. , 66. If olcS coatll'lQ Is affected. It will be necessgry 10 completely ramO'le (he coaling lhell trellt as ':New .Surtace". and apply JIIMII Co~trol No~ 6. 1Mafl(.l 167 NOTE: On prefinlshe":-"- grooved paneling. it may nenece5bllry towal1l1e grooveR. all mo~ pAnel m.;,ufDc1Urers Clnly stain these 8lVIlII And thSQrQQ'le8 B,e hl~r\1y poroUB. APPL.ICATION Mix mllla,i,1 tt1Qrtlugnly bV bOiling or .iliing No. 166 can l)e &ppli9d by brUSt!, alrllllu or colwenlional tlellllY duty spray equipment. On ".,ood paf"lellnlil anti olhor lArge ~urface BretlS, spray application is SU9!lMted as it ""i11 Yield & ,.,or. uniform ti"lsh. SMull! thinning be required. uae only Flame Control No.' 1138 Special fleducef. Apply usIng a lull bodied ooat at 'he recomrl"lllnded' C:(lvoragl ratll, MOTE: T'IVOcoat~ are required.locontormWlltl SllrrOlcc burning ohareet.ri.tica e61abll$hed tor thi. IIdrnish. diJulion of me yamish Should be ~mpensa.led with rt<1UOtC COI/ar:;ge ral.~, Co nol appf)/ Nl'len surlac8 Qr air 141m perature is belOW !O' f" (10' C). APPLICATION EOUIPMENT: COMoooon.1 Sp,.., Air Supply . ........ 15 CFM. 50 psi flu id 20 p~j Oufl ..... Greco 217.SClO to 217-IHI 1'y~e ... .. " .... .... ~X'Grnal MiK ~~uclion ............... Up to 7% ..~... 5iJ)r~ Pump ....."........... Supor 1'f0ll.. F=lu id PrCls:.\Jre ......... .. ZOCt' pll Strainer .. _ . . . . . .. ... . . .. ..' 60 M as/'l Fiuta I'lOU . .,...."..; !~.. diarmlter Gun. .;....... .............. G.10N rill ................'..... .0Hl..022 Reduction .....,......... Up 10 7~ . Minimum .'-'~'-'f';.;.-~':",~'.."" .... ". . }.,::~...i;:'" _ ~:~:~ "":.~ ''''':": i ~ T' " ,~ InfQnt\atlon pr<MOfl<l /lerltn Is bMWld cnte~t believtd tDbe reliAllle. In a& ",~c:I". W8 hlr'l8 no conl/ol oye r me UH or ~plica:i(ln 10 llIhich other! ma~ put thi~ materiel, .. '"...~ "0 llUlrlJ"lee IH ""lIrrenty. Ti)lt product Ls sold C)l\ VIe CO<1dition \NIl "IK~ \llltr 01 "e _..rial 11'I". thOl, 0\Alr> lJululltiOI\ U' de1erminu th" nllll..,iJll"lI ~ U ilabil ity for ;t>eir own pll1iwlllr UH, FIRE HAZARD ClASSlFlCAT10N Flam~ Sc:eOid Rat~~. 0:1':1 up, 'W"entr~,Kl.1 H~ :ordance 'NitI' A;,iM e.84{~Pp..2~.!) ~Q coMing ot)(alned tile fOllOWing UNDERVII"RITEFlS' \.ABCIIA.rO~lI:S lire ~:lUl(O clag~:flcaJl\il~ "~'II"" (lL"!lTCIII O(T.ll.5 ~<<-ICl'T~1I 011 !lAT"" ;\10"'" .ap ~ 'if d '0 '...0"" ''''''' FW..' $f'''~ s,....., 0....,0""'" 'iiA4,.. . Tl.. ......11d I~ Oftl: C0II1.a1 <00 "" I"\J~ ,.. I'l.& ",',"\.1 ""11 CO,"" T'fP. III 1000htoQ 1ft two Cc&:$ JW ~~~S.9:.!: to.lll1..r."'/\'1 ..""'-'1.... aT,,,., ...... ,11II ~ ...,.. 400 '4 ~I US 9Jf 19J1 ...'.\., UIE c:oa.r. T'JIM' '1Ii :lIIp~lilfd ,n ...0 IUIIII,-IJ D 111 DIUS ._ CU: 174",11.) TO. CO"T. 1.,,. "". Qp&W1tilIll" a~ t.,., ~I 1M): "llll\l! _ l'~ 2 '" '11.1 15 tllJ 15 30-50 RSVD 1M6 AUG-23-2006 14:47 From:~.~ F " ~ COOI( COt~ST CO Aug-1B-06 Ol:OlP ee/le/2eaG 14:12 612-865-8839 .'- -"-- ,.-. -- mI... ....-- PRODUCT DESCRIPTION A Class OJ.." flrf! 'C1lardanl vll''';G11 ()l8rM2!. USld a8 II tol'lCoat fOI No. 166 IntlJmescant file retardant \'QlIl~. 1\:0. 167 is av.allabl" III thrte ,'ne~nl. 'ow, semi or hl'gIOSS. No 166 fire retar<:latl t varnish must be appned prior :0 1M Il.p~lcat'on cA NO.1 37. to lIcl\ilMl a CllIs::: "A" l,rE: raling. RECOMRIIENOED USES: The us.e of No.1 ei all a IOPCoat O'ler No. 166. greally irrprolle2 Ihe dllrability. and CleanM>!llty ct No . 66 We recommClnd 1r>B1 No. 167bo \,I&edt:>topcoat No. 1S6 on an 6u1aces I hat IV Ii be :lubjQ;;I~d 10 washing. handling 01 fr"GTt a low, 159mi or lll.gloSll1iniYl is deSlr~d. USED B'V~ Scnooll~, COtlIlQd. ~ul'iir.o Homes C"id Car~ Centes, Hosl'ltal&, ptned I ,,~tit Litlon&, Aoartmer\ls. Holels. FactOries. WafehouaU. Retail Stores, Rsstau~nlS,l,./Iililies, Aailroao ViO other Transpo.tatlQn CClrYI(>lInitS Oil and C"Clmir..11 Install<l.lions, Mltltary InstaJlatlOr\!> and 011'11: Illc\:III,s wherll Clll~~ "A" fire retlilrdant coa1in9s are required. PERFOr:\MANCE INFORMATION: . C\21U "A" tire ratecl or! <;umbull~illkil &\Jt1aCeS when ,.!See! o'O/er No. 166 intumesee"t Ur~ reta~canl varl'lIsn. (500 tife I'\azaro clll.sSilicluia1 !lGCllon) . (;omplio5 fr'ilh le<l8rlll. 'tale, local building and li,(' code r~qlJilemenls. . Ori,"~ t-y solve-nt evapOl'1I110n \0 11 tnugh. durt:ble. clear liniSI'1 !loJai;obIc in 10."" svrrJ and ,..,~~ ' . Meets illl pruern \oaC lJr>d ecologleal 1'.llu\~li!;ns . PhOloch!rnica1ly 'Ionreacli'le accorCllng ~o RJle 102. . G'iila~y Improve3 l~,. our~IlIIlIY and deatlsibillly ot NO.1 gfj, --./ 7634504567 To: 9524474245 P.5/7 SHERWIN WILLIAM 3147 P.04 p~x: e 4 PRODUCT DATA FLAME CONTROL NO. 167 A. M IMral Spir" Base. AIl.yd Tyoe Fire Retardant Varnish Overcoat For No.1 66 F"lre Hal:ard Classification, CLASS "A" \ CHAAACTERlSTICS Finish CI~W". fQ....<;jloSS. 12-16 ",nitS ~ 80'. 5er:li-gIoSS 45.55 L:MI5 ~ 6Q' T11-glos~ 85-95 unlls ~ 60' SpreMift9 Rate _........_ SOO ~o BOO SQ. ~ ;US. Bill 114.7 to 19.6 m'/L) 2 to 2.7 mils wel. 08 10 OS mi.s dn Collerage @ ~ Mil dry _......_.. 490 sq ttJIJ.5.981. VolurT\(! Solids........................." 31'1'. ~ 2 Weight Solids _.._................._....43~i. + 2 Dryin9 Time @ n'F and 50'0/. ~H: .".. To louch, 4 hour3 To handle, B hOur<! To 'WCQ"l. 2.4 IlOc1n;: Typ. 01 CI.lI'U .... "~ Solvent Eva?OfiLlion FI'"'' Jlviol.. ..............,~ 1 05"f l~_6'C) (Pensky-Martens ClOsed C\Jp) ~ucerlC-rwl ...~....... Min!ral Spirits Shelf Life ....._.....24 months (unopened) hK;Mnglng ............ , 3 S gal. 1Xn'..8lnefr. ~leig!'l1/gal ................... .7.8.!. 0.210$. sn1ppinCjl weight . 4 9&11;, . 35 lbs. ~ galS. - 42 lb~ APf>>HCUltlOl'l Bru&h. roll. convt!r,tionlll ancl alrlt51111pra}' PFieCAlJTIO"~~ Tnl!l lIquid cMting contain~ volatde (combuS1ilje) solvents. Due care must bt eiCercised dUfl/'lg a.n d allo' appdelllicII ~~qullt. "cmlit:lTiOI1 must be provide,j dllri"!) a.,d after application ul'.tll the toaM;) is dry. KeGP .way lrom heal. ~pi:lrk& and opan 1 arne. Do r\Ot smoke. o:(\inguish a11 flames, pilot IIllh~ a1'\d ,.,..tIUQ . 'urn off S1O'Jes. t!11:ctl',C tOOI~ and IiPp\i..n~o". ;In(i 4ny atna, lSOI.lfQO 0' ignition Avcxd C<Y1ta~ wit~ skin and bre<ithil'lil olvapcf or SPI3Y m;l;t. Close oontainer a.ltQr US~. DO NOT TAKE:. 'NTE~NAu..y. KEEP OUT Of THE: RE!1CH OF CrilLOAEN. SURFACE PREPARATION After Iha apl~lil;..tion 0' Flame Conlro1 No. 1!;f'l CIasS'.A "Fire RetardAnt '1nlumescenl" Vamis,t'I tlllt. DOlin ~omO\C'led, ;.llcw the sur/ace 10 dry 9 rnlnimllm of 'IS hours. RllmOllO aJllSu~t. dirl flte.lrom the 5Urlaee bctO'lI n.pphrfllJ Flame Control NO 1 G7 ' APPLICATION F'~me Conlr<il ND, \G7 Overcoll! c::an be a;>plied by bru~h. roller nr spray. Slit 'T\.aterl~ w,~l Mlnro u!!1,.,g. then apply s uniform coat al a celie-rage rate 01 ~CoQ Ie eoo ~<:l. ft.ALS ~IlUe" (1.4.7 to ~96m1;L). 1 n n:;lrd ,,"0 ~1I1?1lS or 'l'Iherl'l eXCQll~;\{e ....eill is expected. a second cual i:s 3uggesrocl. Allow alle~~1;::4 hour:: drying lime bel\W9n coat_. To ,:onform wim surlace bUrtllng ~he'''1''.1l!rl:!!tic8 e~tabllsMO lor !Tli~ va,,,,:lt\. dilution of :ne va 'ni:sh ~hould be comp<;n~'c(l ",il~ "~\J~ed cO\lert),oe r8loGll. Do not <,pply when surllice- "r all 1Omperau.le i~ below SO'F (10'C) A.PPUCATION EQUIPMENT: Conventional Spray r\lr SJ~ply ..... 11.5 CJ:~ 50 pr. flue 15.,s Gun ...... .. Graco 217-1300 10 217-ell l'/pe... . '" ... ElC1ernal Mi: Reduclicn" ..."........ ........ Up [C 7., Airl~.. Spray Pump.................. .. S"p"< g~"g"'r I"luld P'v.~~ur...... .... ... 1625 D! Sunil,,:!r. ........ 100 Me~ r:'lu!d I~OB41 . . ..,...... . .. '," CiOrTltitE Ciu..,......... ........... . G.10 iip ,..... .,... .012 tt! .0' RlclOlJdi,:.n .." .. ."..... ........" Up 1';1 7' . Min',(Y1LIITl AUG-23-2006 14: 47 From: G F COOK COt,jST CO 7634504567 To: 9524474245 P.6/7 .... Aug-18-06 01:02P 08/18!2eaG 14:12 P.05 '''..'': '.-;'.."" 612'-8&5-8839 ,.\.lPROoIicT' ' DATA SHER\oIIN \oJ~LLIQM 3147 PAGE 65 . ' .' '., . . . .. . - f~. ~-. ."",,~ .' _.." _~.r ... ..,.;Io.~II-U-"-~ . _ . '. ,... ~ ....""~.lG \0' . c~. "...:..",:~!" '. .,-, ;",'~, fo.llQl~~~~~~. .... .':.'"<?i'-;1::'lI~i~m-.;s", '. .... J;.or.j";fty.~Bi~.\.':' vA . - --."-..........." . ..~-;:"",.~ ~~~t~,,,: ..~. ~'i~"'< . -~>_ ~=.r\-:-l!'r~ "" . )1';..1 . "" .'~ '-f, . , · ~;'t::1-~~~ ~ ': ~''',:":~~B~f;~~;,::~:. . ,'." to. ~'.i.:;~;'-.~::~,::'''.~. ~~:.~~,:..~ ;: '. ;." =LAME CONTROL NO.~167 MiIlfHl!1 Spirit Base, Alkyd Typo ire Retardant Varnish Overcoat For No. 166 ire Hazard Classification. CLASS "A" ..'~"., . . '; -,"3-1'; " -,,, , .....,; ;,;.\':'l . , ". -, ',' ' " ::~:;-i.:.~:ttott?~ ", 'j1~~-"i'lif \j ...'t'.~>: ~ . .. " ...~ .' '.' -.. ~ , '., - ....... ~ ~,;~ ~... "'-::.. ":'?~;-:~:.",?f~:-r.:~'~q'>~.'" !,:~,::~ :,>r~~jt~:. .",:~/~~.~~I:~\;lf:'" .:~ >.'.' . ,t..:"t. ..~.,.4 \... .'~iI\ ~ ,/ '~'.- ~... . . ~ ~,: ~ .~.., '. ..... ..... .,' "., }~'f>: .... ,'. ; .:.:-~ ... ",,~..; ~ PUlE HUARO UASSIFlCATKlN F18m1 Sp'9~R'tj"ll; Claa "A-leI /'h 165 and N"t. 167 coatng 5Y'>1"m Wl'Ion tr.-:<lttd In IlXord~nc_~ ..,~~ ^STW E.8~ (NFPA 255)lhe coatll1g ~~ ~rt'I ~OlalfWld ''''0 fOIlOlYing UNDEflWAITER~ LABORATORIES II~ l'IllUtO CIlIBDiliQll100n CCATWilQ ~CTlillll O~ CLASSlnc.ll0N OR MT1I'iG. 1~1lfl QoolIM'" OCUQ~ tll1 ....... Ginok. ';o"lllC ~....Ood lorrnaliOl) /If'CNiClQ(! lIQf'Qin is based on Will'll -ellevec ~O eJe r1lIQblQ. In as muc:t\ BlI _ hnw ') conlfol CMl' 11Ic: u,.e ('If 'lpglic:::llior to Ilthidl .!I~m; may pu: thi& rn.1ltQril1/. we maJoo nG lal'3nlett er 1N.;I./'!aI1ty. l'l'lIs p'oOt..C1 ill 30Id Oil '0:; QQnd"tlOf1 ~ 9x:, userof Ire mararial~ ~irown Mluatlon lOde{ermine ~ matsfia!" II~DllIlY I:>' ,,,,,i, own particular ua.. ~AL~ . -:.,,., I"DIellI~ll/ACCllla1 4)0 II: Ili.nJS qaI. r,J))m'JLI Il&U CIlD' . 'l'v.. 1. gppW;! .. two CII6lIII\: 3CO sq.1lNS l)llll* 0<JILI17.4 ""'11.. TOO l:OolT. TvllO '1I7nOlilld'n011I alaI'" "IICO~. "AJSl)iU.I4.<.~~".1U 15 30-50 FlSVD 10/96 AUr;-23-2006 14:48 Fnm:G F COOK Cm~ST CO 7634504567 To: 9524474245 P.7/7 '" '. Aug-lB-06 01: 02P P.06 CHANGEREQUESTIPROPOSAL To: Knutson Coostruction Date 8/18/06 Proiact: MN Dept of Human Services Description of proposed Change: ADA Rework Atln: Project #: Jason Velchecl< 2922 .. work com plcted thru 8/8106 lSu omitted By: Randy Bergsten BREAK-DOWN OF PROPOSED COSTS MATERIALS: LABOR: QTY COST TOTAl HRS RATE TOT Al Primer 8.8 0 ~pprentlce 24.25 0 Paint 15.8 0 Journeyman 29.35 0 Roller 5,5 0 Spray Hours 30.1 0 Send Pape r 0,9 0 Foreman 41 ~O.35 1244 ~Q~I< Paper 2 12.9 25.8 Overtime 44.05 0 Masking Tape 4 3.9 15,6 Benefits 34% 423 Hazardous Waste 3% 3.00% Q Insurance 31% 386 Poly 1 22.9 22.9 Taxes 1!l30% 240 Other 0 Supervision 12% 149 Other 0 Travel 30 0 EQUIPMENT. RECAP OF COSTS. TOTAL QTY COST TOTAL MATERIALS: 64 Rental Equipment: o LABOR 2443 Spray Equipment 50% 32 o EC)UIPMENT 94 Paste Machine 20% 26 o BOND,' 0 Small Tools: 7% 23 66 OVERHEAD: 260 Safety Equipment 3.00% 23 26 PROFIT: 260 Lift Eq uipment 0 ITotal Proposed Chill1ge Amount: $3,122 Wasche Office Use. How Requeste::t ADA Re-work _ Change Request #: Change Value: $3.122 Entered: Requesled By: knulson project ManaQer R.mdv BerQaten Change Status To: GC C/O# Update AlA ?: Cost Code Scheduled Value Est Units E&t Costs I I I Wasche Commercial Finishes, Inc. 21335 Aberdeen St. NE East Bethel,MN 55011 TeI763.434.8812 ' Fax 763.4348858 Page d:::-of .2: SlDRPT2 BRAUN INTERTEC City of Continuationot Special Inspection Daily Report Prl'or J~Kv::: /' Project Name: .~ br:;"",'"Lvoud ;;:leM~1 rJe..l"v \..... - I . Date of This Report: . Project No.: g-~/-o~ LC- oro-()/{J7c/ Report No,: , . . Note: This is a continuation of a ~port. The first page of this report ha; information which should not be separated from this continuation) J. COrd 'e) 6J 'I A f> ~ /J\ c. -I- r/' r c...1 LV <1d d L._} G... ~ r16-f ,I..'...., ("' ~fL~.c QtA.-I o....b/-r*'. -rd hp ~ee'r\. ~ ,'f.ful-l -{-(') Pc 5 urP CA .{j()//CL.:fr'C/A , I d}:- C>Y) f-I;p JO rJ'v"--3 (",I ~0 r Cex..-f (') If\. <; \ '" P - . ~:...... f,-f I. llS I ,- tf'6{)f.r-..f I 1YVl , . .....-. I I ',-',.. . '.', '. \ ~;7C~!~f< er . \ \ \ \ t ~ ( ~_., '1'57::> ff I' rI ~ .' <-./ ~ J!\o-{ I'red -; h "" -f 6 h ) / p$"d()c-! ('f e6CYi',pI,'cVI (\~j/) , ; ~ {c)bp. u~~d ~5 D....^ ".f' " rf' ( e.. -t~/'d~ ; \ " 'C rr-f() f'1 t...sr::'fr--{ d /Jo /r()r~:~f" used, 6/'1 0 ,'-f <? J.bf,.~rvc...-Il ""'<L(' --... ~",,:,.: - '!(S~). JC 7 -. . Lchp) O}- 1;/ ?/~c (C,c., I {A'c.... < u~er-l. ?{ Ie.. fI"J"l -fA a~ AJd /~7 ,r;>velr C' ,->Ovf ~Olr IJr) / (()~ c}c..j:.!5',fi V(;.('f\ ,'<;k I ..{ he:. ("f l v' (..t-::;' tIC? i?J);,d ~nc-e :Tc~ , C6-Vl '" \ , 1 .~,~ To the best of our knowledge, work inspected was done in accordance with the'd'\!Jp(oved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. " '---... ~;;;~/': 00 Signed: ~ d Ao1I;;;.. / ' /. ~~~ Print Full Name: .J($)...9,. "'...... :S-'R..~N~ Date: I.D: No: White copy to Braun Intertec file. Blue copy to Project Site Representative. . Providing engineering and environmental solutions since 1957 ) Page -L_~f ?- SIDRPT BRAUN INTERTEC Special Inspection Daily Report City of I{t/)1 tc.k P I (/11U Report No.: Date of This Report: ?5 __V- oc-, Project Name: _b_f"'.'<t'I IllQ~) .,c;-1t=:>l.:4t'11-1"'Y, Project No.: Lr -{'j0....n/u 7~ Project Address: '<:;0"'/ 1ft. '1').<>m:t-~, S-oJ, f...r,(Lc.)(p ~ J Client: .."..1305...< o..vcJ-I C e2..Lp()r-....-fi4a. Client Project No.: Weather: --:r .n,..{,';t>/'''; Temperature: Type of Inspection: Inspection Coverage: D Continuous D Masonry D Rebar Placement ~undations D Special Cases % Periodic D Welding & Bolting D Concrete Placement Fireproofing D Piles & Piers D Tendon Placement D Soils Did the architect or engineer authorize changes to city approved plans? Yes D (Listed Below) No D Description and location of work completed(b r rl'. ( e+c..r ~v. ,,,.; Dc: ^-I . , MJoc... < &. f~ ) I' erl Q,. I C ~/. 'Q- v...s.~1 fA I?~m"" (::y;,~ !vc:...I/. ~rt"'[,dr::...rlor7 ..s.., , "~ )'1.0<: ...\ < 4~./- O()-! .; ~\... r 'r::.-" w~rj . P <:::.' ~,..( &-&.-'.::t,~ ,:}(0,..:1 ) ,J U 7 ~L./~)::l C;-l. Ct. 1"'r1h~., k ~ 'd of d r::.. J4,- --I rOd,VI .. po,.' '^ -} "" ",~ ~ 1--1 '-' I c.-I ~'j /I) r,. 0-..0 -,:::;0 It: '" " 0 r-t:) ,.., b <. ~ r-l.) L~/ -I r. h ~ - .. -- eo.. w J, i j e f........,d.. A-r~'f -r;~..~rr- On" I: (') c. -I tDr, ,'1--1 . y . --I iC.J .Ap r:...ff1l. ,,....,.../ -;- (A ,t C t.( r-..,..< .<;.. jV) c., Y\ .J.en ,.. ~ rJ '-"'1-- rl P-- hI",' v, -I . . I J~C;-.c:'q ~A.Js. ~ ~JI ~j rE'1)U . ."-IP~ ( -'-- (),,; c.A/_ -+0 r:) ,o~1> v In t' h e' -1:;~lle~~Qrf,c'n:n-!..;;. ~ p C J e. c.. .r C nc..!- II ~ y" /Ii' t t-.._ /A/C" /J'5..ec) I'~) ..,LI,-R A.r-l V'Of'l"'\ j (1'\)<:,. (')F~ ."e. ) M'l"- ;,. V""",,-,) c,-.rI (~,d>L. fr-j- (V)t:./),jt",c-J(/~.pr5 rffOvy\fll-C,;rl Cl;{j9h'C'Cr~I;'on ,i)O, lea"? <;.l,:,)/ q~ U.s.~.d~.!, ~ C/~c...vCoq,y -for IlJG,ICO(/;' Sef"" pc..:::!:,c ~ , · Are there any discrepancies noted from this day's observations? Yes D No D · Are there any outstanding discrepancies on this project? Yes D No D . If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the current IBC/UBC, except as noted above. Signed~. /1 ~~.~/~~ ~~ / ,~ ~ Print F I Name: .J dfAt..>~ ~ f~";-tn:9 --l Date: ~- .3/--d6 I.D. No.: White copy to Braun Intertec file. Blue copy to Pro;ect Site Representative. · Providing engineering and environmental solutions since 1957 1/2006 12:34 FAX ~001/019 .. .. DOODY 520 FRONT AVENUE. ST. PAUL, MN 55117 MECHANICAL FACSIMILE COVER SHEET DATE: TIME: August 31, 2006 1:44 PM FAX: 1-962-440-1674 ATTENTION: Randy Nelson COMPANY: Bossardt Corp- FROM: Bill Roskos DIRECT: 1-651-287-2758 FAX: 1-651-487-2637 E-MAIL: bill.'oskostl.ildoodv-uni~ JOB NAME: P,por Lake..tQr~ergarten~~$:ii.ti9n!5 ~~imin~fYiest& BaI~hQ\j Reports NUMBER OF PAGES INCLUDING COVER SHEET: 19 REMARKS: Randy, These are preliminary T & B reports for the schools. There are some things missing that they need to add and correct. Please call with any questions. Thanks, Bill CKYI/AJ aJr90,h ORIGINAL TO BE MAILED: YES x NO IF YOU HIVE TllOUBLE REC~. &.\IG, p'.F.:.~"F- CALL (651) 487..1061 MECHANICAL CONTRACTOR Ph. 651-487-1061 Received Time Aug.31. 1 :24PM Fsx: 651..481-2631 www.doody-united.com J1/QOOB 12:34 FAX ~ 002/019 Sal Tech, Inc 700 E. Broadway 5t, Paul Park, MN 55071 - Phone: (651) 459-2325 Fax: (651) 459-6618 Specialists in Balancing Technology of Environmental Systems Email: mailbox@Bal-Tech.com Web: http://www.Bal-Tech.com , , HE SB ----- ., --.. e Preliminary; Test; Adjust Balance Report Glendale Elementary School Grainwood Elel1lentary School Five Hawks Elementary School File Number 7382 prepared for United Sheet Melal 520 Front Avenue St. Paul, MN 55117 Prepared by: Michael Lancette Reoort Date August 31, 2006 NEBB Qualified Supervh.ln. I.lIny Ltncetle. GerTY lAneell8 Mike Lancelle Prefiminary Report Page 1 Received Time Aug.31. 1 :24PM J11200B 12:34 FAX ~003/01S STATEMENT OF REPORT PROJECT: PrIor Lake Schools: Glendale Elementary School Grainwood Elementary School Five Hawks Elementary School "THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT ADDITION OF THE NEBS PROCEDURAL STANDARDS FOR TESTING ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES WHICH EXCEED NEBR TOLERANCES ARE NOTED IN THE TEST-ADJUST - BALANCE REPORT PROJECT SUMMARY." SUBMITTED BY: Eric Hagler NEBB CuIllifled SUpeMs0r3. L.lJTy Lancette. Geny Lancelt8 Mike \Jlncetle Received Time Aug.31. 1 :24PM Preliminary Report Page 2 J1/2008 12:35 FAX Bal Tech, Inc. BTI File Number: Project Name: System Number: Start Date: Unit ISubmittal Data Unit Designation: Manufacturer: Model number: Serial number: ~ 004/019 Nr Handling Unit Test Data (Package I Unitary Belt Drive) 7382 Grainwood Elementary School AHU-2 8/28/2006 Test Dale: 8130fL006 AHU-2 McQuay CAH014CDDM FBOU06060011 Readings By: Other Dat~"::- Molor sheave I bore: Fan sheave I bore: Number belts I size: Sheave centerline dislance: BK77H 1B5V52 1 23 Em: Hagler 13/B' 111/16' BX66 Inches Descriution Total design supply air1low: Total outlet airflow: Return airflow: Outside airflow: External SP: Fan 'Pm: Fan motor HP (kW): Fan motor rpm: Fan motor service factor I phase: Fan motor rated amperage' etla: Fan motor voltage: Fan motor BHP: Fan molor operating HZ: Static Pressure Profile Fan: Cooling Coils: Heating Colis: Filters: Blender -Air Balance Data I Ketum AIr ~ fatal: Air Balance Data ( Outside f4jr \ Tolal: Desian 'Submittal Data 5020 1115 3315 1705 nla nla 7.5 1770 1.15 3 9.7 NA 450 n/a 50 Actual' Test Data 1105 1105 3411 1706 2.97 .ESP 2534 7.5 1711 1.15 (SF) 7.8 7.8 460 460 603 58 7.8 460 3 (Phase) 9.7 (CFLA) In -2..35 -L73 -1.62 -1,10 -0-26 Out 1.24 -2.35 -1.73 ~1.62 -1.10 Rise = Drop '" Drop = Drop :;;; Drop :: 634 3315 66x12 5.23 325 1705 ..- .---- ",- ...'- .. -. - --~ 54x12 5.25 Total 359 062 0.11 052 082 652 3411 103% 325 1706 100% Comments: #1 Total supplV fan airflow detefTTllned from summation of calibraled VAVairflows. #2 MlnimulTI outside air damper position sel to 27% on BAS 10 achieve design airflow. TAB 7~dfi Qualified SupeMSOIS.larrylancalte, Gerry lanClllto Mike llIncellll Received Time Aug.31. 1 :24PM 765 4002 203 1066 Preliminary Report Page 3 .1/2008 12:35 FAX ~ 005/01 S Hal Tech, Inc. BTI File Number: Project Name: System Number: Start Date: Variable Volume Terminal Test Data (Pressure Independent) 7387- Gr,uowood Elementary School AHU-2 6/30/2006 Calibrated: 8/30/2006 Readings By: Ene Hagler Deslan I Submittals Data VAV tenninal designation: Terminal type: Size: 2-01 Pressure Independent 12:' Design maximum airflow: Minimum design cooling airflow; Heating design airflow: DOC address: 1225 370 1225 13 Actual I Test Data FinallTlaxlmulTI air1low: Final minimum cooling airflow: DOC Max I Min flows; 1242 391 1228 Final heating airflow: 1242 DOC Flow correction I calibration factor's): 0.66 388 Outlet I Test Data <- Design ~ ~ Final -> <- Preliminary-> Opening LocatIon Size Factor VEL CFM VEL CFM % VEL CFM VAV' 2-01 1 253 FH 1-03 262 270 260 ?68 99% 267 296 2 253 FH 1.03 262 270 256 264 q8% 314 323 3 253 FH 1,03 262 270 270 278 10:1% 259 267 4 253 FH 1.03 262 270 267 U':J 102% 278 286 5 259 FH 1.03 141 145 153 1~8 109% 146 150 VAV Tolal: 1220 124? 101% 1323 TAB 78-116 NEBB Qualified SUpeMsors. Lany LanceIlG. Geny LallCllll Mlkl Lancelte Preliminary Report Page 4 Received Time Aug.31. 1:24PM J1/2006 12:35 FAX ~ 006/01 H Bal Tech, Inc. BTI File Number: project Name: System Number: start Dale: Variable Volume Terminal Test Data (Pressure Independent) 7382 GrainoNood F-Iemenlary School AHU-2 8/3012006 Calibrated: B130/2U06 Readings By: EnG Hagler Desian I Submittals Data VAV terminal designation: Terminal type: Size: - - '~-'-' ___. I. 2.02 Pressure Independent 12" Design maximum airflow: Minimum design cooling airflow: Heating design airflow: ODC address: 1285 390 1285 14 ~ctuall Test Data Rnal maximum airflow: Final minimum cooling airflow: DOC Max' Min nows: 1293 395 1290 Final heating airflow: 1293 DOC Flow correction I calibration faclors): 0.68 393 Outlet I Test Data Opening LocaUon Size <.- Design -> Factor VEL CFM Fmal VEL CFM ... <- Prellmlnary-> % VEL CFM VAV' 2-02 1 255 FH 1.03 277 285 278 286 100% 355 366 2 255 FH 1.03 277 285 280 288 101% 378 389 3 255 FH 1.03 277 285 276 284 100% 400 412 4 255 FH 1.03 277 285 282 290 102% 0 0 5 259 FH 1.03 141 145 139 143 99% 185 191 VAVTolal: 1285 1293 1010;., 1358 TAB7B.06 NEBB Quallftlld SupaNlsors, Larry LancellB, Gerry lancalle Mike Lllncelte Preliminary Report Page 5 Received Time Aug.31. 1 :24PM J1!2008 12:35 FAX ~ 0071019 Bal Tech. Inc. BTI File Number. Project Name: System Number: Start Date: Variable Volume Terminal 'fest Data (Pressure Independent) 7382 Grainwood Elementary Set-.col AHU-2 8/30/2006 Calibrated: 8/30/2006 Readings By: Em: Haql~r Desion I Submittals Data VAV terminal designation: Terminal type: Size: 2-03 Pressure Independent 12" Design maximum airflow: Minimum design cooling airflow: Heating design airflow: DDC address: 1245 380 1245 15 Actual' Test Data Final maltimum airtlow; Final minimum cooling airflow: DDC Mal( I Min nows: 1258 367 1250 Final heating airflow: 1258 DOC Flow correction I calibration factofs): 0.68 381 Outlet' Test Data <- Design -, Final <- Prellminary-> -> <" -> Openin~ Location Size Factor VEL CFM VEL CFM % VEL CFM -...-';-'-- VAW 2-03 1 252 FH 1.03 767 275 2.70 278 -101% 345 35~ 2. 252 FH 1.03 267 275 271 279 102% 296 305 3 252 FH 1.03 26/ 275 279 287 104% 325 :335 4 252 FH 1.03 267 275 255 263 96% 314 323 5 259 FH 1.03 141 145 146 150 104% 168 173 VAVTotal: 124~ 1258 101% "1491 TAB78-06 NaJB Cualll1ed SupeNIsors, Larry Lancelle, Geny Lancette Mike llIncelte Preliminary Report Page 6 Received Time Aug.31. 1:24PM /31/2006 12:35 FAX ~ 008/019 Bat Tech, Inc. BTI File Number: Project Name: System Number: Start Dale: Variable Volume Terminal Test Data (Pressure Independent) 7382 Graillwood 1:1ementary School AHU-2 8/30/2006 Calibrated: 8/30/2.006 Readings By: Eric. Hagler pesion I Submittals Data YAY tllnninal designation: Terminal type: Size: 2-04 Pressune Independent 10. Design maximum airflow: Minimum design cooling airflow; HeaUng design airflow: DOC address: 925 280 925 16 Actual/l est Data Final maximum alrtlow: Final minimum cooling airflow: DOC Max' Min flows: ._~ .... .- ....-. -.--,....- 917 282 920 290 Final healing airflow: DOC Flow correction I calibration factor's): 917 0.66 Outlet I Test Data Opening location VEL final -.-> CFM % (- prellminary-> VEL CFM Size ..:- Design -> Factor VEL CFM t# VAV# 2-()4 1 2 3 4 5 249 249 249 249 260B FH 1.03 189 195 184 190 97% 210 <'16 FH 1.03 169 195 180 185 95% 226 233 FH 1.03 189 195 182 187 96% 193 199 FH 1.03 189 195 192 1911 101% 180 185 FH 1.03 14-1 145 152 157 108% 168 173 925 911 99% 977 1006 VAY Total; TAB 78.06 NEBB QUall1Ied SuplNlsors. LJrry Lancatle. Gerry LJncelte MltIe LanDOlte Preliminary Report Page 7 Received Time Aug.31. 1 :24PM /3)/2006 12:36 FAX ~009/019 Bal Tech. Inc. BTI File Number: Project Name: System Number. Start Date: Variable Volume Terminal Test Data (Pressure Independent) , 7382 Grainwooct flementary School AHU-2 8/3012006 Calibrated: 8/3012006 Readings By: Ene Hagler Desion I Submittals Data VAV terminal designatiol1: Terminal type: Size: 2-05 Pressure Independent 6" Design maximum airflow: Minimum design cooling airflow: Healing design airflow: DDC address: 360 110 360 17 Actual' Test Data, Rnal maximum airflow: Fillal minimum cooling airflow: DDC Max I Min ftows: 354 113 355 Fillal heating airflow: 354 DOC Flow correction 1 calibration factor's): 0.61 110 <- Design -> < Factor VEL CFM VEL Final CFM > <- Preliminary ..> % VEL CFM Outlet I Test Data ()penin!! Location Size VAV# 2-05 1 2 259 256 FH FH 1.03 1.03 115 175 180 180 172 172 177 177 98% 98% 168 168 17'J 1"13 VAV Total: 36U J~'4 98% 336 346 TAB 78-06 NEBB QuaUned SupelVlsors, Larry Llncelle. Geny Lancelte Mike I..lIncelte Preliminary Report Page 8 Received Time Aug.31. 1 :24PM /31/2006 12:36 FAX ~ 010/019 Bal Tech, Inc. Hydronic balancing valve test data BTI File Number: 7382 Fixed or adjustable orifice Project Name: Grarnwood Elementary School System Number: Hydronic Systems Start Date: 8/30/2006 Test Date: 8/30/2006 Water Balance Test Data <- Design -> < Final .. <- Prellmlnary-> Station Location Size PO GPM PO GPM % PO GPM Heating Water AHU-2 Roof 11/2" n/a o/a n/a nla nla n/a nla VAV 2-1 253 3/4" n/a nfa nfa nla nla nla nla VAV 2-2 235 3/4" n/a n1a nfa nla nla nla nla VAV 2-3 252 314" nla n/a nla nla nfa n/a nJa VAV 2-4 254 3/4" nla nla n/a n/a n/a nla n/a VAV 2.5 256 3/4" nla nla nla nla nla n/a nfa FTR2-1a 253 3/4' n/a nla nla n/a nla nla n/a FlR 2-1b 253 3/4" nfa nla n/a n/a n/a n/a n/a FTR 2-2a 255 3/4' nfa nla nla n/a n/a nla n1a FTR 2-2b 255 3f4" nla nla nla nfa nfa nla ofa FlR 2-3 252 3/4" nla nla n1a nfa nla nla nla FTR 2-5 258 3/4" nla n1a n/a nla nla nla nla CUti-2 Vestibule 3/4" nla nla nla nla nla nfa nla Chilled Water AHU-2 Roof 2 112" 628 10.8 42.0 9.9 40.2 96% 3,,1 22.5 ~omments: #1 Unable to dllterminetlo.w Jor heating system element$. Systern wes being PIJrgedofair .at the lime of testing. #2 Unable to achieve design GPM at AHU-2 cooling coil with existing conditions. The system differential pressure was operating at 14 PSI with the preliminary GPM readings. The system was adjusted to a selpoint of 19 PSI to achieve design ftow. This system needs to be rebalanced for proper operation. NEBB Quallftld SlIpervlsors. Larry Lancatta, Gerry lan<:alle Mike lancellll Preliminary Report Page 9 Received Time Aug.31. 1 :24PM 07/20/06 10:30 FAX 651 223 5646 WOLD ARCHITECTS W~LD 5 L P.,Ul, MN 121.I:II'I,IL T"o'/, MI D~NV!R. CO T RAN 5 M I T TAL To:... J?P,~.........t6~~,~J,.... .... ........ C,+-=r ..u~/l~~.ke. .., From:......~. ~....:r~.~... ". ...."...".. ..,... ..." .............'............................................................. Dace:......7h.~/qli... .. Subject:......~~.lAJ~{~f~.... ...Comm No: OS'20sr Copy D:l.te No. Description ~ 001/003 MINNESOTA OFFICE 305 ST. Po.." ST"CC" ST. PAUL, M1NNliSOT.\ 55102 651.227.7773 PH (,51.223.5646 '11\'q\'V'. \\'i)LDA.lL COM. M.\lL@WOLD.'.E.COM We axe sending you: ~chcJ DUnder ,er..r;tte cover I VIA: DU.S. Iv1.1il ~imile No. Fax Pag:.> ~.............. ElX )--:0. ..1E,~..~ .If.tl~ 't31i 5... OCourier ..........Hotlr OOvernight Mill OUP:'; The Following Items: oeap)' of Lmel' Deop)" of Drnwjn!;~ UBid Set Q'\Jdendul'!l OPmj:ct Mwual ODemil of C011.<rructi,," OShop Dr:!.winc;s or..y RC'lUC.it OS,~lcs ~clm These arc Transmitted as O\ecked Below: QFar Arrn:,v.1 ~Y"ur Use UA, RC'luc.\ted DFo,. Review & Comment OR,:vicwcd ORc:view COIlWWV.I Ofl..evi,," "n.1 Re~l.IbfJ';( DRejccted OFor P"ymenc { ..~.P~~.~..g~F.. .. .. I .....F~ ...Q~.y:~r.....~.~."':~...t~~ Remarks: &b ................/. .., .."..A:~~~rrf.. ... ..~a.... ~...... :::~.:.~;~.. ...........d~ ~t;.'::..:t:,IJi...'.:'..~~.m... .r€:.~;;;;::.: tv e- ~(15~ t1I~l(./- ~ ... ....1: ....y..dIL ~~I .f?.. ..dfyt........,,~J-~cJcr J;c ..'u . ..., "'..,,U'"'.. ,,,'" ..+6~t.r:.....'.!t.5 .4.tI.Ji..~..~........m.. ..mmm ..... . .......~~Mk.~/u .............'........ . ~+- cC: :\. . RNET, SOL T, OR \i'lElD ANGLE IRON TO SLEEVE ~ -I " t.> ~ " ~ 0) ..... c- .. c..> ~ '11 > ~ 0) t11 ..... t.> t.> c..> t11 0) .... 0) ~ ... D 0 ~ .. 0 - n. -- J,.-! 0 ~ b 0 '" > u 8 :>:l () fl ::r:: i:: ...... c >-1 ~ tT1 () .- >-1 V> ~ ~l L FILL VOID BETV'-lEfN ANGLES ROOFING " / /," / j / / ~ AND ROOF DE(...K \^lITH UL ~ " L / /~ LISTED FIRE RETAROENT 1 ",/ / / / / ""\- MATERIAL " ,_ ~/' / / / / x. =~~-~~'-~~,~;...:....::...~~~, ...-----::::~'.,~ --==----.L-i:;:.:: ~--=_.:.: - - -~--;.;:;-~ ~-~ ~-= - ~--I :=::::---? ---/- ----- ,---,- ---~ ~FR-~F~-:--:r--(~~:-TTI~===~ :==~~I -~=--F;I~2~F , , //1--1 ~t~- ~ GAP SHALL BE AI // c: ~ ~ FIRE DAMPER ~cT -': , " / / co .:. '- " 'J.... / / , " MAXIMUM lb" PER / / t "..... INDEPENDENT OF / / '-~" fOOT OF DAMP~/ - _ ~ '~" lr'IALL \^lITH ANE?L.6 ""WIDTH //: -=- '."'" // "', . ;.// ~ ~ .....\,.~/ ~ ~ ~,/;/ I ~'f '----S~SLIP JOINT TYPICAL ALL / FOUR SIDES. EXTERIOR INSULA no ~ UP TO INTAKE HOOD / __ SLEEVE I\;:; ./' --- fIRE DAMPER FOAM RUBBER GASKET AT TOP OF GURB. fASTEN 5EGUREL Y TO CURB ON ALL SIDES. S.\~t?oL-S_GR.~.'tXP'\C5~~ff..I~.31"~ 0 'l/2J.'Jf2L/t'Jb 0 II,~!,~ 0 PJ^ Q os = 90 t " '" '" ~ 9 ~ or. [) " or, 9 D t. D -! .. ~ " .... ~ ~ ~ !> t.> "- Q ~ ." ~ .f c..> O FIRE DAMPER AT ROOF DETAIL NO SCALE i ..../ I .' I -' 1 _.- i 1 ; 1 . ~ \ /~_. i <,'jU~ .. ,.. - 1./<'/1 :e// ~ ; \ ! ~ r~_ _____~ ~ J~---nSLffVE ANCHOR SLEEVE -~ l' . - S-SLIP JOINTS INTO NEW WALL ~ ~; _ TYPICAL ALL .... I ~ ----.----- Fro'R SID= . ... ~..-:-.= . ;;c=======:~==------~--- LI\J L-;;l. ~""'"~:'i 2i" .~ "./ I ______ ' / I j J ; / i ~ ... . EXTERNAL DUGT ~ -' ) .... 1 1./ ....L..L<. ..........~~..... .....................................................................~. INSULA nON TO ...................... \" STOP AT ~LL. 6AP SHALL BE A .........~ .................................. ~....................._............._.......1 ...............MA.XIMUM.~,:...PER...;:..- --....... FIRE DAMPER SET FOOT OF DAHPER INDEPENDENT OF rlIDTH. V'-IALL WITH ANGLES NEW FIRE BARRIER SHEET HET AL BElY"lEEN SLEEVES I\; _...f\r ~ ,,~~ 1 ., I ./ ! .//' : / ! ! { . /~ ~ /' 1 I [ / .~ /<' j EXISTING HALL SLEEVE / EXISTING UNIT YENTlLA TOR \~.......... ~ -.j " t'" ~ " ~ 0) f-' ~ .. C...> 0 'Tl ;.- H 0) <:J1 f-' t,o t,o C...> <:J1 0) .... 0) & , g ., ;<; "- ~ <OJ - ..." N 0 N l' ~ t:' '" ;.- .g '" ::>:l t; (") S:~ ::s:: H 0 >-1 1 tr1 (") -' >-1 V> 1- FIRE DAMPER 1 ANGLE IRON FRAME ~ AROUND ENTIRE F--WALL OPENING _ RIVET, BOLT, OR rJELD ~ ANGLE IRON TO SLEEVE _ -.~ AGGESS PANEL = o FIRE DAMPER AT UNIT VENTILATOR NO SCALE DET AIL '" " q in ~ ~ }, ~, e ~ '" ~ :( ~ V -1, 0 1,') 6 C...> " '. " ~ ~ 0 t..l S\~t.J'5~6R..-\9t"\:);JO'C5~at.J-'3-3l~ 0 7T...'O/;:.oot. 011.21:& 0 NA 0 os-:= ~b U5/UW/US UH:12 fAl 8512235616 l~ 11I\ - . - .I _ ..IV.U LLJ SUPPLEMENTAL INSTRUCTIONS ll'J UUL.. UUL. wotD Al/0l!lEIli AND ENGlNEEIlS PROJECT: ISD ~7'9 - KJnder"gClrten Additions and ,EenovotioQ?ST.rmUl1un;T ST. PAUL. MN 55102 PAX! 6511.2~S6\6 TIlL: 6SI.21.1.m3 TO: Attn: Todd Iverson BOSSClr"dt COr"poration 85.85 \^test 78th street, Suite 100 t1inneQPolis. Minnl?sota 554'38 THl5 NO COST CJlANGE 15 TO BE CAAlill!D OUT IN ACCORDANCB WITH TID! IOLLOWlNG MODIFICATIONS TO TIn CONTRACT DOCUMENTS Dl!SCII.IB!D HEREIN. If TIltS CHANGE BFFECTS COST, DO NOT PROCEIlD WlTIi THl5 CJlANGE. Nom 1:l1E MCHlncr IN ",,,,,,,NG WITHIN 10 DAYS OF IIlCEJPT THAT AN rrEMll.ED (LABOR AND MATllRLU) QUOTATION WILL BB SUBMlTTllD WITHJN 21 DAYS OF JNITIAl. lU!CElPT 0' TIllS SUPPLE7tn!NTAL lNSTltlcnON. b A COST IS NOT SUlIMIT11!D WlT1UN:2X DAYS, nns SUl'PlEl\OINTAL INSTlI.VcnON wILL BE ACcnTllD AT NO ADDITIONAL COST. DISTRIBU110N: 8 pan ME:::hlalS ... ISD 11119 ITEM: QlI ~lJ1~_:.JSD 1J71q ~ Randy Nel~ ....~d~ ~ DOVA Re,J.: ,,-1A \. 8 KCltht':rlne.~ BKBK QlI ~MG,~~ 8 Pet J~8n - I"lotcl_ Il!l ~.lSrCl"6kI01J4;'" Hold o o o o o o o DESC1lIPTION: BACULOW PREVENTER AT CONVliRT[ll.. 25 SOtml GlIoV! AVJ!N(Jll. SUITIl 500 l!LGJN".n. ~12D "pJ,X, 8f1.G08.265-l Tl!l.! M7.60ll.2tJOO . 51: 41 COMl.(: it CONST.PKG: .3 052055 ReFer to Detail D8/M5.o2, ThebockFIow Qceventer shown sholl be on RPZ. Refer to Spec.iFication sec.tion 1541L- pClra(;roph 2D7.H t9r regyirements. /J /)-. /L' //~ fJr //' / . /r'y dra,., t' C / , d /:/J-~ 9 / ( ATTACHMENTS: ....t!one. ISSUED By: Pot Jansen DATE: J-1o~ 8, 200b 5J~ F~~\05'C':)':)\C.A\!St\St-!3~ WOLD ARCHITECTS AND ENGINEERS 6-E0Cl 0 rvnt:JtX>6 0 '8,91.:J 0 PJA I' !~gr\; i i~f;~'jr(" ~ , , Ii II II . . I . . . 2.06 SPECIAL DUTY VALVES A. Balance Cocks: '100 PSI woe;, 2 pIece, ball valve, handle, memory stop, with threaded-end connections conforming to ASME D I .20.1. B. Balance Cocks: 400 psi WOG, 2 piece bronze, ball valve, handle, memory stop, with solder-end connections. 2.07 PIPING SPECIALTIES A. Water Hammer Arrestels: Bellows type, with stainless steel casing and bellows, pressure rated for 250 psi, tested and certified in accordance with PDI Standard WI 1-20 I. B. Basket Strainers: Cast-iron body, 125 psi Jlanges, bolted-type or yoke-type cover with removable noncorrosive perforated strainer basket having 1I8-inch perforations and lill-out handle. t C. Hose Connections: Ilose connections shall have garden hose thread outlets conforming to ASME B 1.20.7. D. Hose Bibbs: Bronz,e body with chrome or nickel-plated finish, with renewable composition disc, wheel handle, 'I, or:y., inch solder inlet, hose outlet. E. Recessed Nonfreeze Wall Hydrants: Cast-bronze box, wilh chrome-plated face, lee handle key, vacuum breaker, hinged locking cover,';~-inch inlet, and hose oullet. Bronze casing shall be length to suit wall thickness. F. Projecting Nor1l1-ceze Wall Hydrants: Cast-bronze, wilh chrome-plated I;\ce, tee handle key, vacuum breaker, JI._ inch inlet, and hose outlet. Bronze casing shall be length to suit wall thickness. G. Vacuum Breakers: Ilosc connection vacuum breakers shall conform to ASSE Standard 1011, with finish 10 match hose connection. H. BackJlow Preventers: Reduced-pressure-principle assembly consisting of shutoff valves on inlet and outlet and strainer on inlct. Assenlblies shall include lcst cocks and pressure-dilTercntial relief valve located between 2 positive seating check valves and comply with requirements of ASSE Standard 1013. I. Relief Valves: Sizes for relief valves shall be in accordance with ASME Boiler and Pressure Vessel Codes for indicated capacity ofthc appliance for which installed. ~~ I. Combined Pressurc-Tcmperature Relief Valvcs: Bronle body, tcsl lever, thermostat, cOlTlplying with ANSI Z21.22 listing rcquiremcnts for lemplTaturc dischargc capacity. Tcmperature relief valves shall be factory set at 210 deg F, and pressure relief at 150 psi. 2.08 WATER METER A. General: Provide walerl1Jeters with registration in gallons. I. Remote Rcgistrtltion System: Utility company standards. B. Water Meter 2 Inches And Smaller: Disc type conforming to A WW A C700. C. Water Meter - 3 Inches And Larger: Compound type, conforming to A WW A C702. 2.09 EXTRA MATEHlALS A. Maintenance Stock: FUlIlish one valve key ror each kcy-operated wall hydranl, hose bibb, fixture supply, or f'<lucet installed. No. 052036 15411-5 Water Distribution Piping WOLl> ~- _. - - J6 08:12 FAX 6512235646 _Jl[ ST. rAUL. MN c.UlIN,IL TRO', Ml DtNV~.K. CO _.--- T RAN 5 M I T.T A L To: tH~ (;,1()ft$M\. .... C~J~" ~k Ih~ k.kt From:..&i.--;ra~~~.. Da(e:..S-I!~&' .Carom No: dr Jarr- Subjccr:fCJ"-fEr~tJ(~A<f!~) .iI.(2~?~~J Copy I Date No. Description .. $~...fil... . Remarks: J1JkE" ........../ M~Jtej"...15 s;tP,$ tu-r)~ .Jr;' .../... ....... . c ~r-lfi.. ftt~.... ... brtckI~ ...j2avc11)~.. .~!h~.. c.,., vcrJ,y- a1- ~c.),,~ fPtt-~~-, . ,............._._....~.~.~.1._ . .~l~~!~,!t r. ..~~.'1f,fJy1!'~L 'T~Jl IfT/!).'/- cc: - _.-_.- lf0l1Ul, uu.. MJNNESOTA OHleR 305 ST. "HEll. Sn.HT Sr. P^UL. MINNF.SOT.\ 55102 6S1.227.77n !'Ax: 651.223.5646 \l7W'IlI. "'OLDAF..COM MAILq~\lIOLD. L COM We :lIC sending you: .J ~'cd DUndce sep~r"-tc: UJv'et VIA: J OU.S.M:liI ~milc No. Fu P,1gc, . k . 1'Xl: No. .1~ 2-::..'flfo::r('7J '. OCOllricr ..........Hour ,) OOvernight MJiI [JUT'S I The Following 1 tents: UC:opy ofl.<:ttcr OCopy of Dr~wing' Ol:\idSe[ OAddcndum OProjcct MlIlual OD\:t:lilofConmuctiojJ OShop Dr:1wing' DP,lY RcqUl::st OS"-~ ~,cr These are Trammitt.ed :u; Checked Below: Ol'orppm\r.l.l ~ Your Us~ OAs R~qt'r~t~d OFor Rcvj,-:w & COl1,mcnt ORcviewcd ORevicw Comments ORcvisc ,nO. Resubmit ORcjccted DFor r"ymcnt N .0 .0 "- N .0 .0 ~ VENTILATION FOR ACCEPTABLE INDOOR A1R QUAUTY GRAINWOOD AHU.1 Minimum R. . p. .. V... R. A, = V",. V"" Vpr primary sir V,.,., Z" p. [J V," V,. X, E... VenUlallon Zona er/1l>P Clty erm crmJrl' rr' chn cfm e(m ssfflnq erm rab'o heed corml faro chn cfm raL'o ra/io 1 NW Classroom 10.0 25 250 0.12 1203 144.36 J95 1079 0.6 81'15 0.46 - - - - - 0.82 .2 NE Clanroom 10.0 25 250 0.12 1200 144 3115 1117 0.8 910 0.43 - - - - -- 0.&5 3 SW Classroom 10.0 25 250 0.12 1234 148.06 400 1099 0.8 8110 0.45 - -- - - -- 0.83 4 Corr.lfhthroom 0.0 5 0 0.06 1190 71.4 70 576 0.8 450 0.t5 - -- - - 1.13 6 Break Room 5.0 15 75 0.01l 660 39.11 115 769 0.8 615 0.19 - .- - - - 1.09 6 Re.ource Room 0.0 2 0 0.12 252 30.24 30 :>59 0.8 2115 0.11 - -- - - -.' 1.17 System Totsl 91 825 678 1405 5019 0.46 97 1.00 1405 6020 0.29 0.81 {rPJ (tV...,) (tV tco) (!:V'll (tV,.,) nux min ~ ...1 o ~ (I) ~ (I) It) <') N N ..; It) (I) K -< p.. r-. It) <') ..; (I) .0 "- ..; .0 " It) .0 Va erm ~ t:Jl t % o( SuPPly 0.339709 March 14,2006 Robert Hutchins, Building Official City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, Minnesota 55372 Re: Independent School District #719 - Jeffer's Pond Elementary School Commission No. 052037 Mr. Hutchins: Per our conversation of August 17,2005, this letter is our request for interpretation of an alternate for the permitted openings of the vertical exit enclosure stairways at Jeffer's Pond Elementary School. As you recall, there are two enclosed stairs that are located between the three academic clusters of the school. Per the 2000 International Building Code section 1005.3.2, a vertical exit enclosure less than 4-stories shall be I-hour fire resistance rated. Also, per section 1005.3.4, vertical exit enclosure openings shall be limited to that necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. This type of rated enclosure creates a space with limited visual supervision in the stairways. As you are aware, spaces with limited supervision in a school are spaces where bad student behavior or unsafe activities can occur. In protecting the overall health, safety and welfare of the users of the building, we believe this includes not only protection from fire, but also from the delinquent activities described above. To address the limited visual access of the stairs, an additional sidelight is proposed into these spaces from adjacent rooms to allow constant supervision of these areas. The attached diagrams show the locations of these sidelights. In order maintain the fire rating of this enclosure, we propose a I-hour water wash of the tempered glass sidelights in lieu of a rated wall system. Given all of the life safety issues outlined above, we believe this option provides the best resolution of this situation. Please feel free to call me with any questions or concerns regarding this matter. Sincerely, WOLD ARCHITECTS AND ENGINEERS Josh Ripplinger Project Manager Enclosure 05/01/06 13:57 FAX 6512235646 UgLU ST. PAUl., MN TROY. MI DF.NV~R. CO EL<':IN, IL WOLD T RAN S M.l T TAL To:/11k(..q61(fJ~I'\,..u.q. . ...... (lfyd~. ...&~kkfm. From: 61 ..~~.n~~ Datc:u~/II()~ '. Subject:. Gra)"l.(/~o!.l?l, Comm No:... (J~~~S- Copy No. Description Dale e~rfffe4.t4li' ... ar /cs Remarks: l1)k~ ............I I6~t' '. '.. qT~... 16c: .PGt-:b.l4"cr. ~/iC... C~/~s...J;r .....1'~f. ....G.ryy~.~{..... .. 4..y. .f.k,J{~f .. ............................................. . ...q1h~~k',.?Z;tu cc: --------_.- [4J 001/002 MINNESOTA OFFICE 305 ST. I'un SnEEr ST. PAUL, MINN[.OfA 11102 651.227.7773 hx 651.223.5646 \lIWW.1l<YOI.OALLOM MAII.MwULO.-ri.COM IWe are sending you: ~hcd o Undc:r separate cevcr I VIA: OU.S. Mail ~milc No. P:u. PagC'~ -z... Pax No. ,!S;;~~'ff(Jt -1(7V" OCourier m.. ....._mm H<> U I: UOv,~rnight Mail OUI'S IThe Follo....ing I Lems: OCopy ofuLler OCopy of Df2wings UUid SCt DAddendlll'n UProjccr MamlaJ ODel<llJ of ConmU(;tlOn UShop DmwiLlgs OP,IY Rcqucst OSamyks C!ldcllcr These: are Transmitted as Checke:d Below: OFor Approval ~our If.~c [J^.~ RcqueotOO OFol: Rcvicw & Com mcnr ORevi.;;wcd ORc:view Commcnu ORc:vi.se ~nd Rc.~ubmit URc:jccted UPor l'aymcl1t PRIOR LAKE DEPARTMENT OF . BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS S-D~( ~\N~es~.~ S:~";t~C' TYPE OF WORK --O\:> \'t"\C:>A.J f=-OU~A-l\"'1'.J 6?~Ll USE OF BUILDING ( / c- N~ I PERMIT NO. f)cP'- (9 1"10 DATE ISSUED ~/z.. \ lo,=> BUILDER .~ SS~(~--\:::q- ~.p, PHONE # "\S~-8~4o,lo NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE ~ , FOOTING I !AA/ I 4rG -00 PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED , P:A. .MIN' ~ I I , FINAL ~e.e 15'P ~ oeo1- 171 I Call between 8:00 and 9:00 A.M. for all inspections FOR ALL INSPECTIONS (952) 447-9850