The URL can be used to link to this page

Home My WebLink AboutBldg Permit 03-1455, 03-1529, 04-0129, 04-0242, 04-0130, 03-1458 - m CITY OF PRIOR LAKE BUILDING PERM T, Date Rec' d ~ ~ TEMPORARY CERTIFICATE OF ZONING COM] LI ~N ~E (0 E AND UTILITY CONNECTION PERMIT 9- ~-O3 ""NNESO'\" - I. White File PE Rr lIT NO. 03 -, 4-55 2. Pink City 3. Yellow Applicant (Please tvDe or orint and sim at bottom) ADD~t~4, D (PbGf-:s P~l5 ZONING (office use) Irl7' :)(:) ArJtJA TL cZL/ LEGAL DESCRIPTION (office use only) )//IT LOT BLOCK ADDITION O~ II .;l"Z;- 9t);). - L? 3&--0 ~ OWNER ~v--(} %lL q ,...... - cJ</o - ~cfr (Name) (phone ~, (Address) It,7lo u TCf(2d~ A\J~ ~ PL. r /\'J SS31'Z.. BUILDER (Name) (Phone (Contact Name) (Phone (Address) TYPE OF WORK o New Construction o Deck OPon,h ORe-I< ofin ORe-Siding OLower Level Finish o Fireplace OAddition OAlteJ tion OUtility Connection o Misc. If-/l-c-ra f-/ONS PROJECT COST IV ALUE (excluding land) $ I hereby certirnave furnished information on this application which is to the best of my knowledge true ane com ct. also certifY that I am the owner or authorized a. ent 0 e above-me pned property and that all construction will conform to all existing state and 1 calli ws nd will proceed in accordance with submitted pl~s. I a ~~are that bUildin~cial can revoke this permit for just cause. Furthermore, I hereb agre th the city official or a designee may enterupontht7!~erform ~ 'ons. _ nc-2--~> X ~ t--- I Signature l Contractor's License No. Date U Permit Valuation 2-50L?~- Park Support Fee ~ (,) $ - Permit Fee $ JA~'O,,7G SAC *'r) $ - Plan Check Fee $ 1/ '1/ ,Q4 Water Meter Size 5/8"; I"; $ - State Surcharge $ /25, ~ Pressure Reducer $ - Penalty $ City SAC and WAC *' c.) $ - Plumbing Permit Fee $ Water Tower Fee ~ (. ::> $ - Mechanical Permit Fee $ Builder's Deposit $ - Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fe $ TOTAL DUE $3/~o,~9 - II I I I . t This A7tior /Beco 1 . . Permit When J fppr ved Paid . ~/.!!ZJ. !# 7 I R( ~7_.~ ,~ Date / (). ::10. 0.:3 I By drJlA 'rfAj lct..J ) r oj 7.-1. 1/\'2. - V" [J~ Bt i1ding Official 1- Date' 'j This is to certify that the request in th above application and accompanying documents is in accordance with the City Zoning Ordir mcea d~ lay proceed as requested. This document ~ by "" "'" Pro" "'. _ c_. of Zoo", _ rnd """" """"""'" '" ro~. . fore c cu~ Imcy. a Certificate of Occupancy must be ~ l ) 'I". 01) ~ /J ~ II!) 3D 03 ....... - Plann1nll Di~or Date Special Co ditio s, i any I ....., 24 hour notice for all inspections (952) 447.9850, tax (952) 447.4.. 5 16200 Eagle Creek Avenue Prior Lake, MN 55372 Reviewed By: hite - Building ~mary - Engineering nk - Planning The ('enftr of thr Llkr Counlry B NAME OF APPLICANT APPLICATION RECEIVED i ./1/./' ( \.' The Building, Engineering, and Planning Departments have revie application for construction activity which is proposed at: ,.-', ~ '15 ()... (./~)v I ?(<J \ ~;/)CL(~ Accepted Accepted With Corrections Denied ~ Comments: -.::, f'r.ebL -tfr-e ou-cd " Q QY..l~ nOYt"h-ern ~ udJ>d ry)~ ~ ~ ex' <:!-dY\ ~. O-rLtL OV\ l.otv Lt ch.ry)LF) ~ "The issuance or granting of a permit or approval of pia s; s cifications and computations shall not be construed to be a permit for, or an app ~a 0, any violation of any of the provisions of this code or of any other ordinance of t e iJ ri diction. Permits presuming to give authority to violate or cancel the provisions of th code or other ordinances of the jurisdiction shall not be valid." .\.-",..,.> _""",~J...:",,'i ,~", ...'....~.~ .,"', - €~~I +'NJVESO't" I. Blue File 2. Gold City 3. Yellow Applicant Date Rec'd 5. If . ad-- 'FiL~O IN 03,I46S PI:RJ,fIT NO. 04- .Otz,q CITY OF PRIOR LAKE PLUMBING PE IMT'l (Please tvDe or orint and sim at bottom) ADDRESS /ltlf50 . / rat - / ZONING (office use) G4- /l-n nA.. LOT LEGAL DESCRIPTION (office use only) BLOCK ADDITION P )Zs. qOZ. 0313.0 OWNER (Name) (Address) APPLICANT (Name) (Address) (Contact Person) )) <'1 'J-€- V L- ~, 'e?,- L..A--/C-<. (Phor ~) c5bu+C ~~',cd (phone) 9~~ -~1?~-~~~ z.1t!)tJ5 /~./~.,~./h-( J;;;-ck- ~ 55"5~;L- (Address)./ (City) (Zip Code) /{onaLC/ (Phone) VI Z .;. 21- p~j?..5" /7tZ/J~ S~~ DATE ~?".J/)-tJtf APPLICANT SIGNATURE Quantity 9" tit; I :y APPLICANT PLEASE COMPLETE BELOW Type of Fixture Quantity Bath Tub with or without shower Dishwasher Floor Drain Lavatory (Bathroom Sink) h5b6l-"v-\ Laundry Tray (1 or 2 compa@nentsinr- Shower Stall I/r-' Sinks Bar Sink Water Closet (Toilet) /l.e. ,- n- - , fy e of Fixture Rough-i s Water H ~ate Water S ftne r Stand Pi >e( Va hing Machine) Sewage 1ec or Backflo u A~ sel bly Backflo u A~ sel bly Test Lawn SI ri~k er Other FEE SCHEDULE Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum Residential, Ne On & wo-Family $99.50 Residential, Ad ition & ~Iterations $39.50 Estimated Cost $ 1-, It l'i, f5l) Building permi~~? 4- I'J ,. "'-~ PLUMBING PERMIT FEE $ :) 'l_ S-' J STATE SURCHARGE $ . 0 I I'" TOTAL PERMIT FEE $ 40- (OmCeUS~ A" ~ Thi~Ii.l.11I. I "'"' ~i1din3g pet. {.iitotjN.1 ~n Approved ~'~'V, '/11/0+ Building Omci~ I -/ / Date '""-0....../ Paid ~ C ~O.O Dat~. II. c) 4- Receipt N~ ~S Z- By -L. 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4 45 16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714 08: 53 C lTY OF PR leF LAKE I I CITY OF PRIOR LAKE I HEATING/AIR CONDITlONlNGIFIREPLACE P* i I. PiM file 1. ar.. Qr J. V.... ~ P.131/01 Date Ree'. A-NNk T(l.A--1 L CS. E . I UlNIN:-l LEGAL DESCIUPTlON (ofAct ute 0Dly) LOT BLOCK . -WO-8B't~ ADDITION OWNBR (Name) Doo ~ N ~ 6 L E..... (Address) ~ Art-..A., 1Z- APPLICANt- . (Name) ~~\{)~ M~~ ~ (Phone) (Address) 0'2. b N o~.so ~S4-~ . (Zip Code) (ContKt Penon) E APPLICANT SIGNATURE APPLICANT PLEASE COMPLETE BELOW []NEW CONSTRUCTION 0 REPLACEMENT FURNACE MAKE AND MODEL Arc 0 P ~O tV,- FLIlESIZE '5 ~ OPENINGS r-J onJ>.- IIlPUT .;t YSTEM HEATING OR POWEll DWIn!' Air Plants CJGravlt)' ~ec:hanicm AirCOIIIditioninI cot. System ~SleM\ Hot Wilier Radiation o Special Devices ~ Devices PLEASE NOTE: Air COIldilicmer Units Caanot EIlCfMdl into Required Side Ywd Setbas fIREPLACE MAKE AND MODEL RESCHEDULE Industrial, Commacill A Multi-family I'" of job ~ Residential. Gas Fireplace $39.50 minimum Residential. Hcltina A A/C (New ConslnIaion) S99.SO Rc:sidcatilJ. AdditionS a A Residential, Heati.. ONy (New CODSbU~) $64.SO Relidcntial, AC Only Estimated Coat $ Bllil4inc Permit 1# ./ $39.50 539.$0 $39.50 HEATING PERMIT FEE S STA TB SUR.CHAIlGE S · TOTAL PERMIT FEE S TOTAl. P.01 ..::104 16: 10 P.02 Over 25 Y/!'ar..\' (if C(Jn.vulting EngilJ e: (952) 831-1180 x: (952) 831-2179 .wen~oc.com Wentz Associates, Inc. 7300 France Avenue South Edina, Minnesota 55435 April 5. 2004 Mr. Ed Schmidt Schmidt Mechanical S~rviccs 3245 Winpark Drive New Hope. MN 55427 ou..z- Dear Mr. Schmidt: AT ALL TIMES. We w1d.erstand the Owner of the shop will be moving his small engine re air 0 shop and has r~tained your firm to relocate an exhaust fan that you instal ~d i Th~ new shop spac~ will be 40 ft. x 34 ft. equals 1,360 sq. ft. and will re l020 CFM at 3/4 CFM per square foot. The fan to be relocated is a Dayton Model4HZ23 direct drive centrifugal roo v H.P. motor operating at 1720 RPM. The fan has a rated capacity of 68 pressure. 1580 CFM elt. ~/:" w.e.. 1380 CPM at 5/8" W.G. and 1160 F. pressure. After installation. tesuhe fan to make certain it is t10wing a m nit tilator with a 1/3 M at 3/8" W.O. a 3/4" W.O. static of 1020 CFM. Provide a high wall outside air ilatake hood with motmized damper in on co and relocate the existing ex.hallst fan in the' opposite corner and duct the e u .t t100r to the exhaust fan utilizing at 14" diameter or 14" x 12" exhaust d .t. Relocate the ex.isting 16" x 16" intake hood and motorized damper from the Wire the damper to be fully open when the exhaust fan is "on" in the .- fully closed when the fan is de-el1~rgized in the "unoccupied" mode. " mode and to be Very trl.Jly yours. WENtz ASSOCIATES. INC. I L DanIel Sieb M.N R~gistrali RECE TOTAt CITY OF PRIOR LAKE HEA TING/ AIR CONDITIONING/FIREPLACE Date Rec'd I. Pink File 2. Green City 3. Yellow Applicant '3 . II. 0 'I- e- /A.i ~ 1/405 IT NO.(>I-. 0/30 ADDRESS lilt! 50 /fnna /';;",- I ZONING (office use) el- LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION P OWNER (Name) (Address) 1xJ/~.$- "}--I '0".- L;ft-~ (Contact Person) c.5~ Z-/oo~ ~n (Address) ~o,na-Ld /7U~~~~~ ~~ HEATING OR POWER PL o Steam o Hot Water o Radiation o Special Devices o Other Devices PLEASE NOTE: Air Conditioner Units Cannot Encroach into Required Side Yard Setbacks APPLICANT (Name) (Address) APPLICANT SIGNATURE APPLICANT PLEASE COMPLETE BELO DNEW CONSTRUCTION 0 REPLACEMENT 0 A FURNACE MAKE AND MODEL ~ c.. FLUE SIZE RETURN OPENINGS TYPE OF SYSTEM OWarm Air Plants o Gravity o Mechanical OAir Conditioning OVent. System FIREPLACE MAKE AND MODEL FEE SCHEDULE Industrial, Commercial & Multi-Family I % of job cost Residential, Gas Fireplace $39.50 minimum Residential, Heating & NC (New Construction) $99.50 Residential, Additions & Residential, Heating Only (New Construction) $64.50 Residential, AC Only i.f~ 00. ro Estimated Cost $ ~Uilding Permit # $39.50 HEATING PERMIT FEE $ STATE SURCHARGE $ TOTAL PERMIT FEE $ $39.50 $39.50 Paid ~5. Dat:s, II. 24 hour notice for all inspections (952) 447-9850, fax (952) 447 16200 Eagle Creek Avenue, Prior Lake, MN 55372 z.B Z- W'1JT6K- ,1 _ f ) €~\I ( .4 tI ~( 7li/J/!-I Date Ree'd CITY OF PRIOR LAKE P.l. WlIBH1G PE WI I It). /5. /)3 ~ l- ~/N 03-/45"5 +'''NeIO,\t> 4 - 1. Blue File TNO.~-a_ last( 2. Gold City 3. Yellow Applicant (Please type or 1)rint and silo at bottom) ADDRESS / ~ef.5lJ ;"v AI /I 7JG/I1 L { f)/tj~l3e9 I ZONING (.,,,,,,,,) I LEGAL DESCRIPTION (office use only) I LOT BLOCK ADDITION I Pl :> 25 9oz.. tJ38. 0 I OWNER (Name) (Phor ..) I I (Address) , 1 APPLIC~ ....,..1. J 6- YCCtVC1 tl'Y1~ 9 .-.' '.:)<x--... 27 f5(, (phone) l (Name) fn I -, (Address) J J(.. <:6 ~ J7}S+ .4/1 E- N -(.,J (J (C, too 1 ...... .s-GCI t I (Address) (~) ~ I (Zip COde) (Contact Person) U t c..k ~~}A_ (Phone) {, S- f I 2 J ~- 79C}C!.: -: , APPLICANT SIGNATURE /J / -' - DATE Ii. ~ .J..r- () '---"""'" APPLICANT PLEASE COMPLETE BELOW Quantity Type of Fixture Quantity i fy e of Fixture Bath Tub with or without shower Rough-i s Dishwasher Water H ~ate Floor Drain Water S ftbe r Lavatory (Bathroom Sink) Stand Pi lei( Va ning Machine) Laundry Tray (lor 2 compartment sink Sewage ~~c or Shower Stall Backflo " As sel bly Sinks Backflo 'As sel bly Test Bar Sink Lawn SI rink er Water Closet (Toilet) Other FEE SCHEDULE Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum Residential, Ne On & wo-Family $99.50 Residential, Ad ition & '\1terations $39.50 Estimated Cost $ , S- tPv Building Penn it # PLUMBING PERMIT FEE $ /50.00 STATE SURCHARGE $ .0 (Office Use Onlyrtf ~ G}1 t:J TOTAL PERMIT FEE ~ $ 150. $( AlL IN FO!t-/1If A-n 01) Tbl~leatiOn Becomes Yon. Bnllding P...... Wb.n Approved Paid lP)()J5< ) Receipt Nt! 5fd-?J r?- 1~/Z7/~ ~ Date 10/30 -3 By a / / ~Iding Official Date -"""'C (/ v 24 bour notice for all inspections (952) 447-9850, fax (952) 447-4 45 16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714 CITY'S COpy NAME OF APPLICANT g;2A/Tl-1 E-){(!A{// f(). /5. 03 The Crnler of Ihf Lake ('OURlry B APPLICATION RECEIVED The Building, Engineering, and Planning Departments have revie application for construction activity which is proposed at: fR4-50 /\IN /7 77ZA I L- building permit Accepted Accepted With Corrections Denied Reviewed By: , ~ Comments: ~ "The issuance or granting of a permit or approval of pia s, s ecifications and computations shall not be construed to be a permit for, or an app ov I ,any violation of any of the provisions of this code or of any other ordinance of t e j ri diction. Permits presuming to give authority to violate or cancel the provision of th s code or other ordinances of the jurisdiction shall not be valid." :;';:''''~'''':''' ~-. ." ~,. ",,'_1~' "",""~' ...., " NAME OF APPLICANT APPLICATION RECEIVED f3;2A/Tl-J tX(!/,V//77 /0. /503 Tht CtRltr of Iht Lake ('OURlry B The Building, Engineering, and Planning Departments have revie application for construction activity which is proposed at: b4-5 () /\I ;V /1 77zr:; I L- building permit ... ~ Accepted 'f Accepted With Corrections i"* Denied Reviewed By: """2-. - f:- . ~ Comments: rJE~U J\ So - B. \oJ .. '--,...~ .':)ri <- ~ Date: "The issuance or granting of a permit or approval of pi ns pecifications and computations shall not be construed to be a permit for, or an ap ro al f, any violation of any of the provisions of this code or of any other ordinance of the ju isdiction. Permits presuming to give authority to violate or cancel the provisio s f his code or other ordinances of the jurisdiction shall not be valid." hite - Building anary - Engineering ink - Planning Th. e.nl., nf rh. t.ab ("ounlry B NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have revie application for construction activity which is proposed at: ~ I/~O' ~t/\r1.W \,L/~ building permit Accepted >( Accepted With Corrections Denied Reviewed By: fYfJi3 Date: Comments: See "The issuance or granting of a permit or approval of pia s, s ecifications and computations shall not be construed to be a permit for, or an app ova 0 I any violation of any of the provisions of this code or of any other' ordinance of t e j ri diction. Permits presuming to give authority to violate or cancel the provision of th s code or other ordinances of the jurisdiction shall not be valid." B ENT hite - Building anary - Engineering ink - Planning Th. e.nl., of Ih. t.k. Counlry NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have revie ed th building permit application for construction activity which is proposed at: ~ 115",()- ~ Accepted Accepted With Corrections V'" Denied Reviewed By: (4~ 2 "3. f>(2.0\l \.0.9" 5. (NS~ (p. SEE B. Su . LS "The issuance or granting of a permit or approval of pia s, s cifications and computations shall not be construed to be a permit for, or an appr va 0, any violation of any of the provisions of this code or of any other ordinance of t e J ri diction. Permits presuming to give authority to violate or cancel the provisions of th code or other ordinances of the jurisdiction shall not be valid." PRIOR LAKE INSPECTION RE ~_..., . ... DEPARTME~T BUILDING 'N I SITE ADDRESS NATURE OF WORK USE OF BUILDING PERMIT NO. fl3-/~SS OAT CONTRACTOR -p~u {.., NA.r~L-E- P NOTE: THIS IS NOT A PERMIT FOR ANY OF TH I THE PERMIT IS BY SEPARATE DOCUME T FOOTING " f.QUNDATION (Prior to Backfill) PLACE NO CONCRETE UNTIL ABOVE H ROUGH - INS / WATER /1 r T FRAMING INSULATION ELECTRICAL PLUMBING HEATING (if required) S R..I ,J k..E1Q.. GAS LINE AIR TEST COVER NO WORK UNTIL ABOVE HAS: B . oStf FINALS , BUILDIN ELECTRICAL PLUMBING HEATING DO NOT OCCUpy UNTIL ABOVE NOTICE This card must be posted near an electrical service cabinet prior 0 ough-in inspections and maintained until all inspections have been approved. On uil ings and additions where no service cabinet is available, card shall be placed near mai e trance. FOR ALL INSPECTIONS (952) 447-9 5 >.' - . . _ _ <_~ ....". ~ " ...,.........~...'~._..,.;...._,.,~_...;;.........._.-i...... "'.~__''''_,...;.".... _..,; "..~ ....:-.: :.~. ~,....::_. ~,- _.~- ._.~--'.' ~_._- - DATE: March 22, 1999 n vtT'1 Jenni Tovar 'TJGAfJIVei- / t"'1 ~ . Robert D. Hutchins ~~ ~~- Memorandum TO: FROM: RE: C.H. Carpenter Lumber Co. 16450 Anna Trl. S.E. PIN 25-902-03 -0 Bldg. #1. 7488 S.F. and Bldg. #2 6930 S.F. Following are the results of the preliminary plan review for the C.H. Carp nt Buildings. The plans consisted of a Survey with no indication of the prop se sales literature depicting the appearance of the buildings. A proper re~ew building plans and site plans and a survey. Our review was based on me Building Code (MSBC) which adopted with amendments the 1997 Ut#fo ~~ . #1 and #2 buildings, and t consist of esota State uilding Code 1. Submit signed architectural, structural and sprinkler plans. 2. Submit a soils report. 3. Submit the Structural Engineer's requirements for Special Inspections. 4. Provide height and detail of fence. 5. Stairways and guardrails must meet Chapter 10 UBC. 6. Buildings must be sprinkled. MSBC 1306 #8. 7. Fire Hydrants are required to provide fire coverage of buildings. All are sprinkled buildings shall be within 300 feet of a hydrant. All areas of building shall be within 150 feet of a hydrant and 150' to the fire Dep connection. 1701.5 The original sales and storage building were built in 1976. The west sto a shed was built in 1980. Presently both of these buildings are not sprinkled. 1l1ey 0 appear to of Type VN construction. The allowable area (square footage) of the s es torage building appears to exceed the allowable area of buildings required in ab 5-A of the UBC. Since the existing use of the property will now have an increased fir load, the existing sales/storage building and the west storage building will be req . d to be covered by fire hydrants with a minimum coverage of 150'. 8. In rack sprinklers, early suppression fast response sprinklers or an other ap roved system that meets the National Fire Protection Association (NFPA) see io 231c is required for all storage areas where the top of the pile storage is over 1 fe t above the floor or grade. ...~... 9.20 foot Minimum distant between Building #1 and #2 and property line 0 er than Hwy. 13. UBC. Table 5-A. This may be impacted by the Zoning ordin c. This distance may also be shorten by installing firewalls. 10. No Minimum distant between Building #1 and #2. UBC 503.3 11.60 foot Minimum distance between Building #1 and #2 and the Exis' g building. UBC table 5-A. This is a preliminary review only. Other code items will be addressed whe e final plans are submitted. The building plans must be reviewed by the Cites: De el pmental Review Committee (ORC) which consists of representatives of Planning, n' eering, Parks, Finance, and Building Departments. The DRC must approve the pI s efore a building permits can be issued. 2 ... .' ~. I .' Memorandum RE: July 11, 2003 Cynthia Kirchoff, Planner (l\;-.,\ \)(' Robert D. Hutchins, Building Official ~\ ~ Site plan review for Diggers DATE: TO: FROM: Following are the results of the preliminary Site plan review for the D g rs building. Our review was based on the Minnesota State Building Code (MSBC) w . ch adopted with amendments the 2000 International Building Code (IBC) with han c regulations of the Minnesota Accessibility Code Chapter 1341. Also requireme s f the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments th 1 97 Uniform Fire Code (UFC). Site Comments: 1. Complete a Building Code analysis. UBC Chapter 5. Include the folIo ~~~ 7 f"P{jI Location on PropeI'o/. IS -rttf~ ON!; ~c6''- ~ y:(. Allowable"Floor Area. ve: Height and Number of stories. 4. Exiting. (provide at building permit submittal) v{'Plumbing fix~e c~unt (provide at building permit submittal) (). Submit a survey of the lot(s): Provide building setback dimensions fro and from adjacent buildings. CD Sht. Al.l: Provide fire lanes for fire apparatus response. Signage to re d: ' No Parking Fire Lane by order of Fire Department". Locate by new site Fire H dr t and front access curbs. UFC 1001.7.1. The following are building plan comments: \Af.'Submit a building permit application. 5. Submit two set of building plans drawn to scale. Indicate the type Cctivity in each area of the building. ~ @ Submit Energy Envelope Calculations for the new repair garage ar a. MN Energy Code 7670.0100 . J:\BUILDING\LETRMEMO\DRC\DRCdiggers.DOC . 7. If a sales counter is provided, a HDCP accessible horizontal counter sp c of 36" and a maximum height of 36" above the finished floor are required. M B 1341.0720 Subpart 1. X If structural alterations are made, the alteration must be designed b Engineer registered in the State of Minnesota. Minnesota Statutes 180 .5 X Submit the Structural Engineers requirements for Special Inspections @ Siamese connection and enunciator panels to be located by front en il. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet all areas. UFC 1002. ~~ Ventilation for the building must meet UBC chapter 12. Provi e 15 CFM of ~ventilation per occupant in the Reception area and 3/4 CFM per squ e foot of floor area of ventilation air in the Repair Garage. ~bmit si~architeetl:H'&l and ~~tluc4 ~l:l.p;~^_ before J?J:!!l4.tng. '. ubmit, ~ Sigiied HV AC, plumbing, fire/smoke alarm, emergency lightin ex t signs an '------5Rrinkler plans. May be submitted at aJllter d~te.-- --..- . ,.".._--_._.,._."......--~.,.._~-_.....--.--- cW An -~~~~C.- determination must be completed by the Metropoli aste Control Commission. Contact Jody Edwards at 651.602.1113. @Repair Garages shall have a separator installed into which all oil, bearing and/or flammable wastes shall be discharged before emptying drainage system. Minnesota State Plumbing Code 4715.1300 4715.1120. . This is a preliminary review only on conceptual plans. Other code items when the preliminary plans are submitted. The building plans must be Cities Developmental Review Committee (ORC) which consists of r Planning, Engineering, Parks, Finance, and Building Departments. approve the site plans before a building permit can be issued. 0\/ ~r *~6f f6vr.8 P Be Us~ I5t ~c. ~. '" ~.;o fAIJ...r</Nf> nU7~.[II. t ~~ Q --z... Q.~ ft.var s:~ ~ 1;r;3 4:oof:/11. . _-~-tt;:--1;-tO--acOi ~,-- -l~ ~ ~~,? ' j A- 7- - r wffAt (S Iz I Of A- S;&~T~ ' 1 w~ ,) 70 8.;-- S--~ IN S'~ LCJ.!).? ? I I ' ( /5 f I f ~ ~<.AhP 70 S;; /J~,-/t t-<-- , ;ItJ. ,. fTOlA/ ./ ' ~~;:C)(JC; - "'''t(l/fllJ0211;,.4.; -.qtPy,c-q.JIJ> ; Pf2A f( 1;i:7TJ ..--~ f k'r'u..- il be addressed e . ewed by the r sentatives of h DRC must ------ ~{? ---- SOd Colt\ti' - tf'.pJA.- ~ ~'., 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 ~ -- September 12, 2003 Mr. Steve Doughty Pope Associates 1255 Energy Park Drive St. Paul, MN 55108-5118 RE: Diggers Polaris Building \; Following are the results of the preliminary Site plan review for the D g rs building. Our review was based on the Minnesota State Building Code (MSBC) w . ch adopted with amendments the 2000 International Building Code (mC) with hand c regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements 0 t e Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 te ational Fire Code (IFC). 19: A structural engineer must design the 8' high fence. mc 106.3.4.1. ~ r Submit a survey of the lot:. Provide building setback dimensions from ro erty lines. <:3) Sht. Al.l: Provide fire lanes for fire apparatus response vehicles to r ac the Siamese connection and new fire hydrant. Signage to read:" No Parking Fire e by order of Fire Department". Locate along route to the new site Fire Hydrant and y ont Siamese connection adjacent to curbs. UFC 1001.7.1. @ Siamese connection and enunciator panels to be located by front entr c ~ tr ~ ~'-~~ ../. Provide fire extinguishers minimum 2A10BC rated, within 75 feet tra el istance of all areas. UFC 1002. ~ Describe the type of occupancy or activity in the two shop areas and s or ge room 200. .J;. Detail 2 and 3/' A2.1: 2 hour fire-resistive rating for wall between ep' garage and warehouse. mc 406.6.2 ~ No other openings in interior walls, other than doors leading to 0 er room, are ~llowed in a repair garage. Examples of openings: sprinkler pip s, heating pipes, vents, electrical, etc. mc 406.6.2 f(lEl'1tJve rrl(S Iwn. JUt ~A-~srf _ j ~~ ~ ~316c..- Wf-!,CH- f>d15 Nt!)r'!<(;JfJt/flZ..! ft >. I~ r.V7- ~ '\7. Submit Energy Envelope Calculations for the new repair garage . MN En r Code 7670.0100.~ r~ ."to. The repair garage shall have a separate HV AC system. mc 406.6.3 \ wwW.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 Qj) East and North wall of repair garage 109: Provide a foundation wal /0 foundation design for frost protection. MSBC 1300.5500.S~~ 2-,\ Y{2. Ventilation for the building must meet UBC chapter 12. Provi e 5 CFM of ventilation per occupant in the Reception area and 3/4 CFM per squ e oot of floor area of ventilation air in the Repair Garage. tl' @. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lightin () tf' sprinkler plans. May be submitted at a later date. I?:> -f-~CB -; I o An S.A.C. determination must be completed by the Metropolitan Commission. Contact Jody,Edwards at 651.602.1113. ST8Je ~5. Repair Garages shall have a separator installed into ~~ oil, bearing and/or flammable wastes shall be discharged before emptying i t the building drainage system. Minnesota State Plumbing Code 4715.1300 u part 6 and 4715.1120. ~6. A HDCP accessible horizontal counter space of 36" and a maxim height of 36" above the finished floor are required for the sales counter. MSBC 1341 0 0 Subpart 1. ~ @ Provide structural det~ils for existing roof trusses for added dea 1 ad of" 12" ~D rr-(f\ signature header" in sales room. _""'~ @8Clarifylavatorywallfinishes.s l'\>.."'-6't ~ ... (.0(2-, ~ Oi'-J 1) _. {\)^' /, ... I 1 r_ j) - c...o",/I"f1~V f-t:S; .~. M"S. V!;6 1:..1"'>'-1 rl'O,V( 'l'rr- @ Demolition.pemUt-requir-eti-ror,sh~4:.. ..... ... eo !t20. Detaill/ A3.l : provide EIFS installation d~taiis.'- , .~,._.-,_..,.. ".....,-- .........-.----*-....,,-----.......-........ ','- ...../.. 1l. '( _ ~. Install Fire Department lock box. An application is received at t m of building v.J \~ y' permit. @. Provide a plan for the storage configuration. In rack sprinklers, early su pression fast response sprinklers or an other approved system that meets e ational Fire ProtectiOIi Association (NFP A) section 231 c is required for all sto ag areas where the top of the pile storage is over 12 feet above the floor or a e. IFC Table 2306.2. it signs and cp'1 ste Control _fAJ/T"1f be., .. All items pertaining to the building must be addressed before a building pe . t is issued. The sprinkler review and planning department response is included. engineering department has accepted the plan. Call if there are any questions at 952 44 -9851. cc. Doug Nagle, Diggers Polaris Jill D. Dumeland, Frauenshuh Companies September 24,2003 Robert Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. S. E. Prior Lake, MN 55372 Re: Responses to Preliminary Plan Review Letter Dated September 12, 2003 Digger's Polaris 16450 Anna Trail SE Prior Lake, Minnesota PAl Project 23332-03086 Dear Robert, The following items are responses to the Preliminary Plan Review Comments dated September 12, 2003. (Attached for Reference) 1. Nelson-Rudie will issue a Detail regarding the design of the 8'-0" H. the we Sept. 29. 2. Property Setbacks are shown on the Survey drawing 3. Fire lane signage has been indicated on Construction Issue Set dated 9/26/0 4. Siamese connection and enunciator panels located on Civil drawings. 1" 5. Fire extinguishers have been provided as indicated within Construction Issu dated 9/26/03. 6. Occupancy for Shop Area and Storage Room indicated on 2/A2.1. 7. The wall that separates the Warehouse and the Shop Area is a 2 Hour partition. 8. Penetrations are allowed thru 2-Hour Rated partition per Steve Doughty's 0 P I conversation with Bob Hutchins regarding the deletion of openings thru a p ir Garage wall. 9. Energy Envelope Calculations are in the submittal package. 10. The Mechanical contractor ventilation design will meet IBC Chapter 4 requirements. 11. Nelson-Rudie will issue a Detail regarding the design of the footings the w ek Sept. 29. 12. The Mechanical Contractor to provide ventilation specifications and calcul tio s per UBC Chapter 12 requirements - 13. The Mechanical/Electrical/Sprinkler Contractor to provide signed plans at a I te date. 14. The SAC. unit charge will be determined by the Jodi Edwards of the Metro Council. 15. No waste to be provide in the Shop Area. 16. A Handicapped Accessible space of 48" has been provide per Detail 7/A7.1. 17. Nelson-Rudie will issue a Detail regarding the support of the Signature Head r. 18. ~ 08ta~ 1!A7.1 iRdie6t~119 ti,e "wt::r walls to receive ~r_oH H. CtllClllllv Tile -wai~ie*"", 6~ (lbGl' oNL'-t 19. Cr~~~<:~ Mefz will acquir9 a gemolition Permit ~I to the rema'lol aJ..the I ~ Vt.I~Cc. I" ~I..L ~(t("l.)l IF (U,G. 20. See Arch. Sheet A5.1 regarding the E.I.F.S. detail. 21. A Fire Department lock box will be provided prior to Occupancy. Location t determined confirmed by Fire Marshall 22. Storage layout to be coordinated with the sprinkler system per NFPA Sectio 231c, IFC Table 2306.2. POPE ASSOCIATES Architects Interior Designers ta ~Jo? fM:,AAtIW 1>06(2..- 5l:-l:. A'TAU/ W A-5~1li\f, 5TV 1255 Energy Park Drive St. Paul, MN 55108-5118 Phone: (651) 642-9200 Fax: (651) 642-1101 www.popearch.com Cynthia Kirchoff's Comments dated September 5, 2003 1. The Conditional Use Permit comments have been addressed per the following comments: A. Doug Nagle will submit documentation that the Conditional Use Permit was recorded in Scott County. B. Doug Nagle will sign and return the assent form to the Planning Department. 2. The Building Permit Application has been revised per the following comments: A. Property Setbacks are shown on the Survey drawing B. The existing gravel surface not reconstructed with a bituminous surface will b removed and replaced with a topsoil and seed mixture. C. A Landscape Plan is included in the revised Construction Documents dated 9/24/03 D. The Proposed Sq. Ft. for Outdoor Storage is 32,960 S.F. E. The North elevation is included in the revised Construction Documents dated 9/26/03 Fire Sprinkler Comments The Fire Sprinkler Contractor will address the Fire Sprinkler comments under separat cover. It is Pope Associates Inc. understanding that these responses satisfy the request for a di ional information as per the preliminary review letter prepared by the City of Prior Lake dated Sept. 17,2003. Robert, if any additional information should be required, please feel free to contact me at 51- 642-9200. Sincerely, C. cc: Cynthia Kirchoff Doug Nagle Steve Schroeder Jack Walkky Joe Pearce PAl File City of Prior Lake Digger's Polaris Crawford Merz Melchert-Walkky Nelson Rudie G:\23332\03086\corr\CitLtr9-17.doc Fire Sprinkler Review Digger's Polaris 16450 Anna Trail 1. Separate permits are required for fire alarm system 2. The 1999 Edition ofNFPA 13 shall be the standard , 3. It is the responsibility of the fire sprinkler contractor to flush al and branch lines to insure the proper operation of the system. . ns, supplies, 4. All materials shall be tested an approved for the intended use. 5. Provide approved audible sprinkler flow alarm at the Fire Dep in the interior of the building in an approved location where no t Connection occupied 7. The fire alarm contractor shall provide to the City of Prior monitored items at the sprinkler final. a list of all 6. All valve alarms controlling supply lines, water flow alarms, tro b signals shall be distinctly different. All alarms shall be monitored in an appro e manner. 8. Fire alarms shall be interconnected to all mechanical fire damper 9. Seal all penetrations in rated walls and ceilings. 10. Note approved location of the Fire Department Connection 11. Provide fire protection to all concealed combustible areas. Call 952.447.9850 for inspections. Twenty-four (24) hour notic quired. l/ifJ!Jlri lWal'i8 16760 Toronto Ave. Prior Lake. MN 55372 City of Prior Lake Attn: Bob Hutchins 16200 Eagle Creek Ave SE Prior Lake, MN 55372 October 13,2003 Dear Bob, This letter responds to our recent meeting in Frank Boyles office. I think th address the issues raised. 1. To address #11 - The referenced SID MSBC 1300. 5500 was repe ed'n March 2003. The new STD is MSBC 1303.1600. "Footing Depth for Frost Protec io "It states "interior non bearing walls or columns may be built integral with th s b on grade for any height building". Per discussions with Eric Nelson (Structural E eer) with Nelson-Rudde this is all that is required. Eric provided all this info. 5. To address Cynthia's 9-5-2003 Memo #2.c I have provided the dra . g from Pope and will provide a Tree Survey by 10-14-03. 2. To address #12 - The Retail Show floor will meet ASHRAE 62-19 9. 0 cfm/sq ft and the shop vrill nleet .75 cfm/sq ft 3. To ad<kos* #14 - Jodi Edwards has the prints she will do a SAC det ination. This should n~old up the building permit. 4. To address #22 - The storage will be 3 crates high. This is the limi 0 my Forklift and will render plenty of inside storage. Weare running out of time to do the exterior work without incurring fr st charges. If that occurs Polaris will pullout of the Project and set me up in Shakopee n xt pring. I would appreciate your prompt attention to this very important matter. Thank you for your time and consideration. st).' DoUglas~e cc. Frank Boyles Cynthia Kirchoff ~ Metropolitan Council Building communities that work October 14, 2003 E vironmental Services Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1787 Dear Mr. Hutchins: This project should be charged no additional SAC Units, as determined be The Metropolitan Council Environmental Services Division has determine S Digger's Polaris to be located at 16450 Anna Trl. SE within the City ofP . or Charges: Retail 4200 sq. ft. @ 3000 sq. ft./SAC Unit Warehouse/Shop 1262~ sq. ft. @ 7000 sq. ft./SAC Unit 1.40 1.80 Total Ch g: 3.20 Credits: Retail. 5000 sq. ft. @ 3000 sq. ft./SAC Unit Warehouse 12000 sq. ft. @ 7000 sq. ft.lSAC Unit 1.67 1.71 Total Cd: 3.38 If you have any questions, call me at 651-602-1113. S~d.~ Jodi L. Edwards Staff Specialist Municipal Services Section cc: S. Selby, MCES Paul Klein, Pope Associates ,'~I !;:::J (-;\ P n Metro Info Line 602-1888 , JLE: (330) 031014S9 www.metrocouncll.org 230 East Fifth Street . S1. Paul, Minnesota 55101-1626 . (651) 602-1005 . Fax 602-113 An Equal Opportunity Employer October 29, 2003 Mr. Robert D. Hutchins City of Prior Lake 16200 Eagle Creek Ave. SE Prior Lake, MN 55372 RE: Diggers Polaris Building In response to your Plan review letter dated September 12, 2003 item #22 w ich states: "Provide a plan for the storage configuration. In rack sprinklers, early u 'Pression fast response sprinklers or an other approved system that meets the Nationa Fz e Protection Association (NFP A) section 231 c is required for all storage areas whe e he top of the pile storage is over 12 feet above the floor or grade. IFe Table 2306.2. " I propose to store merchandise 3 crates high, which will not exceed 12 eet in height above the floor. By having the high pile storage less than 12 feet in h ig t, an in-rack sprinkler system will not be required. 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 January 28,2004 Mr. Doug Nagle 16760 Toronto Avenue Prior Lake, Minnesota 55372 Re: Diggers Polaris 16450 Anna Trail Dear Doug, In meeting with inspector Paul Baumgartner on February 27, 2004 t t e jobsite, he mentioned about the items that need to be completed on the project. ow your top priority is to complete the remodel by February 15, 2004. From the city s erspective we want to do everything we can to assist. I want to work with you to formulate a plan for completion of all necess for you to occupy the building. Enclosed is the list that was generate 0 2003 with a checklist on items that need to be completed before a tern or Certificate of Occupancy is issued. Items with strikethrough lines have already b en completed. A temporary Certificate of Occupancy is issued for the items on the li t at cannot be completed before the spring thaw. A permanent Certificate of Occup cy is issued after the outstanding items are completed. If the city or I can be of any e to help you achieve your goal of opening the store please call me at 952-447-9851. Sincerel:~/ Robert D. Hutchins Building Official cc: Frank Boyles, City Manager Larry Poppler, Assistant Engineer Cynthia Kirchoff, Planner www.cityofpriorlake.com J Phone 952.447.4230 / Fax 952.447.4245 March 25,2004 Mr. Doug Nagle 16760 Toronto Avenue Prior Lake, Minnesota 55372 Re: Diggers Polaris 16450 Anna Trail Dear Doug, In our meeting with city staff on March 19, 2004 we discussed items t need to be completed for your project. I know your top priority is to complete the re odel of your store. From the city's perspective we want to do everything we can to as ist. We have demonstrated this resolve by allowing you to move inventory into the ding prior to the issuance of a Certificate of Occupancy. The following items are required to be completed to receive a Certificate of ccupancy: I. Complete Final Inspection of: A. ELECTRICAL B. FIRE SUPPRESSION: 1. Alarm system monitoring C: HV AC: 1. Engineering and installation of h p ventilation system D.PLUMBING E.HANDICAP: I. Signage 2. Sales Counter 3. Entrance and Hardware 4. Parking Sign 5. ADA ramp in warehouse 6. Grab bars in lavatories and II. Other Conditional Use Permit Requirements: ~ A. ENGINEERING: 1. Provide the city with an As-built sit utility plan signed by a civil engineer www.cityotPriorlake.com Phone 952.447.4230 / Fax 952.447.4245 ~.__."",--_,,,,,,,,,,_,__,,,,__~_,,,,c,,,,_,,,,,._~,",",,""""___"~_''''''''_''_'''''''_......,.-..-'......._~-"-"-_.._- B. PLANNING: 1. Demolish accessory structure or r d ce size to meet 20' side yard setback 2. Paint elevations not sided with E accessory structure 3. Install landscaping and remove . . ous surface pursuant to the conditional use pe 4. Obtain sign permit Typically we would expect completion of all of the above work before Occupancy is issued. However, because you have assured us that you '1 complete all items if given a time extension, this letter confirms the dates of completi n ou proposed. . You had stated in your letter dated March 16, 2004, that the ac es ory structure would not be demolished and a reduction in the size to met a twe ty oot side yard setback would be completed by May 15,2004. . During our meeting, you agreed the building painting would June 15,2004. . You also proposed that the landscaping and removing of the' p . ous surface pursuant to the conditional use permit would by done by July 15, 0 4. The city will issue a temporary Certificate of Occupancy if you comple e 1 items listed in "I" above and you supply a letter of credit in a form acceptable to th c ty attorney in the amount of $12,500.00 to guarantee the completion of all items 'II" above in accordance with the timeline set forth above. A permanent Certificate of Occupancy will be issued after the all outst . g items in "I" and "If' are completed. The As-built utility plan must be completed by Ju y 15,2004. If you decide to reduce the size of the accessory structure, which w quired to be removed or relocated as a condition of your conditional use permit r motor vehicle sales approved on August 18,2003, a revised survey is required to indi at the side yard setback and the dimension of the accessory structure. The letter of cre't arantees the completion of this As-built utility plan as well. You may not occupy the building until all items in "I" are compl te successfully and the letter of credit has been accepted by the city. If any of the deadlines are not met by the dates you have proposed, the Ci council will complete the work for you by drawing upon your letter of credit. If the i or I can be of any help to help you achieve your goal of opening the store please c I eat 952-447- 9813. ~ Cyn Kircho Doug Nagle ~~: f':~~ t\i~ ~ {~~ lD<t;\..J '2;~~ 8V~ ~6Y1- . (~VIO ~Sf&,J-2--7MI> ~~.. f\~ l~D~. fD~ Accepted: . r~ ~b< cc: Frank Boyles, City Manager Larry Poppler, Assistant Engineer Robert D. Hutchins, Building Official ..... " -3- i i 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 Mr. Doug Nagle 16450 Anna Trail Prior Lake, Minnesota 55372 Re: Diggers Polaris 16450 Anna Trail permit #2003-1455 Dear Doug, On March 25,2004 I sent you a letter containing completion dates you p p sed and we agreed upon to complete all the requirements of your conditional use perm t. ince March 25, you and I have had telephone and in person discussions about the com Ie ion of these items. Dates of the deadlines have come and gone. I am concerned th t our lack of progress is going to necessitate the City's completion of the unfinished i e s using the letter of credit you have provided; therefore I am sending this letter. The following items are required to be completed: I. Complete Final Inspection of: A: HV AC: 1. Installation of shop ventilation sy te and II. Other Conditional Use Permit Requirements: A. ENGINEERING: 1. Provide the City with an As-built sit u ility plan signed by a civil engineer registered an licensed in the State of Minnesota B. PLANNING: 1. Demolish accessory structure or red c meet 20' side yard setback; 2. Paint elevations not sided with ElF 0 main and accessory structure; 3. Install landscaping and remove imp ous surface pursuant to the Conditional Use Permi ; d 4. Obtain sign permit , www.cityolJr.orlake.com Phone 952.447.4230 / Fax 952.447.4245 Typically we would expect completion of all of the above work before e ertificate of Occupancy is issued. However, because you had assured us that you wo ld omplete all items if given a time extension, this letter restates the dates of com e on you had proposed. · The accessory structure would be demolished or reduced in size teet a twenty foot side yard setback by May 15,2004. · Building painting would be completed by June 15,2004. · Landscaping and removing of the impervious surface by done by J ly 15, 2004. To date, the accessory structure has not been demolished or reduced in siz setback issue. Also the main building has not been painted. A permanent Certificate of Occupancy will not be issued until all of the 0 st ding items in "I" and "IT" are completed. An As-built utility plan must be comple ed by July 15, 2004 if you decide to reduce the size of the accessory structure. You have no occupancy permit for the repair shop since you have n t ceived and passed a final inspection on the shop ventilation system. The repair shop sold not be in use. Since you have missed the deadline for the accessory structure and the b '1 . g painting already, all work identified in this letter must be completed by the end oft e usiness day on July 15, 2004. If the work is not completed, we will have no alterna iv but to call upon your letter of credit which you filed with the city for this purpose. I I an help you finish the items listed, please call me at 952-447-9851. smcif~ Robert D. Hutchins Building Official cc: Mayor and City Council Suesan Lea Pace, City Attorney Frank Boyles, City Manager Larry Poppler, Assistant Engineer Jane Kansier, Director of Planning .. I I , I - 2 - ~ 04 :,~5",~AI 19) 002 .\ J,:, 1116611r'6 'II/litiS 16760 Toronto Ave. Prior Lake, MN 55372 .4'~--8~~ City of Prior Lake . 1 . Attn: Bob Hutchins C/ ~ &.. ~ 'Z.. '5 .. L 4, 4'1 16200 Eagle Creek Ave SE Prior Lake, MN 55372 -rJ'lk-tj:tJ fY tI~C/c) tfr ~ June 29, 2004 ~6- ~~ G-.en~,-- t/G6P ,40,- ~/l:h1-. ~( 'P~. Dear Bob, I. ~,t?~~~;"~6 This letter is in regard to your le~~r Oated 6-128-04. The issues you aadres follows: fas..c.(^\SJ ~1. ~~ ""7 E-~rovs~. $/Y4~5(~ n. BVAC _ Installation of the shop system has been complete since 4- 0-04. I wasn't aware of any requirement for further discussion on this as it was n aIled per Engineering Documents provided by Schmidt Mechanical and' pr ved by Paul. r '-""",....'-- 5&4' P""""l.-- e>-r A. Eogioeuing 1.1 have erovided th~.:'?inal signed as built dr U g to Larry l ".. A D....... ~ of,.4 &1...<<.. ~1 f B. Planning L I have had conversations with Jane concern'. t~s; I'm working with Loren Gross on trading land to moo. t the 20' sideyard setback requirem nt . s may require an extension. e-vtfe~ -3 f) -4':;- ~S ,_. w('- -,1k..G- }'=i' LoU/ ~s , ("l. 2. Painting of the elevations will be completed by July 10, 2004. 1'- c... t.-t-+, r L 3. Landscaping has been completed since May 1,2004 (instaUatio 0 15 trees)t.-'('"'- 5.....::;....0 And the impervious surface has been covered since April 12, 20 4. .- .J ~ ~ r 4. Sign permit will be submitted the week of July 4,2004. e-r..._ lor I would also like to add that with all the unnecessary items required by the $100,000+ over my budget. After several written and verbal requests for so aid from the City, the reply was always geography (not in the right district). My Attorney and I are watching the Priordale development closely to assu e used to help renovation there as it is definitely not in downtown. u Th. (".nl., of lh. t..kr ('ounlry W ite . Building C nary . Engineering PI k . Planning NAME OF APPLICANT APPLICATION RECEIVED I' ' . ../ I t. The Building, Engineering, and Planning Departments have reviewed h building permit application for construction activity which is proposed at: '/50'" (hv'r1(~ \. <./>CiA~ Accepted Accepted With Corrections ~ Denied Reviewed By: ~ Comments: -tn-e- autr1 .,,,.~ fU./-v no-y-tfrerf) b-CL LU-Ld ry)~ )G-Q.... ~ ex' C!--OY\ ~. :Jur~ (JVt:t-d QJY ct VL-d O-rc:cL- OY\ lam Lt . f l..tuy)Lf) ~ .,!.,v liThe issuance or granting of a permit or approval of plans, p cifications~. " computations shall not be construed to be a permit for, or an approval of any violatio...nf any of the provisions of this code or of any other ordinance of the juris iction. Pe 'Its presuming to give authority to violate or cancel the provisions of hi. code or ~. er ordinances of the jurisdiction shall not be valid. II I :,;. I ' 1- \ ',,, ~// . )l .i ... , , :~ . ",. t:.' ~ .. ..", '. . 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 July 19,2004 Mr. Doug Nagle 16450 Anna Trail Prior Lake, Minnesota 55372 Re: Diggers Polaris 16450 Anna Trail permit #2003-1455 Dear Doug, On June 28, 2004 I sent you a letter containing completion dates you p 0 osed and we agreed upon to complete all the requirements of your conditional use pe it and building permit requirements. On July 6, 2004, you and I had a telephone conve a on about the completion of these items. On July 7, 2004 you had faxed me a letter req e . g a 45 day extension to complete the items. The extension will expire on Augus 2 , 2004. The request is herby granted. The following items are required to be completed: I I Complete Final Inspection of: I A: HV AC: ] Installation of shop ventilation s st~ I I. and II. Other Conditional Use Permit Requirements: B. PLANNING: (3 Provide the City with an As-built ite utility plan signed by a civil engineer register d d licensed in the State of Minnesota i 10) Demolish accessory structure or r d ce size to meet 20' side yard setback; / 2. Paint elevations not sided with E S on m\iin and @~essory stl}lctur~; 3flt1stall12l11ldscapmg an~ove i l}trtsuant to the Conditional Use Pe ~. Obtain sign permit A. ENGINEERING: .. - 1 - www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 You have assured us that you would complete all items if given a tim eJtension, this letter restates the dates of completion you have proposed. I I . Installation of shop ventilation system by August 29,2004. . An As-built utility plan must be completed by August 29,2004. · The accessory structure would be demolished or reduced in size teet a twenty foot side yard setback by August 29,2004. . Building painting would be completed by August 29, 2004. . Landscaping and removing of the impervious surface by done b August 29, 2004. . Obtain sign permit by August 29,2004. 1 A permanent Certificate of Occupancy will not be issued until all of the 0 tS$nding items in "I" and "II" are completed. You have no occupancy permit for the r alr shop since you have not received and passed a final inspection on the shop ventilat onl system. The repair shop should not be in use. , i In our phone conversation on July 6, 2004, you had questioned the numbe equipment that is allowed in the conditional use permit on motor vehicl site. The conditional use permit resolution 04-98 motor vehicle sales adopted June 7, 2004 by the city council. The conditional use permi subject to 31 conditions. The following are some of the conditions that p display: (22) No display or storage of motor vehicles shall be permitted on of-way. The outdoor storage of merchandise shall be placed onI principal building and Anna Trail. Not more than 8 pieces of recreational equipment can be property outside of the designated, fence area at anyone time. o recreational s es for your passed and as approved to outdoor I ylpublic right- ~etween the i sp~ayed on the i I i I On Saturday July 10, 2004, I noticed that there were 10 pieces of equi t. t displayed outside of the building. This was a violation of the conditional use pe t. the future, please abide by the conditions set forth in the conditional use permit. En 10 ed is a copy of the conditional use permits 04-98 and 04-99 pertaining to motor vehi Ie sales, motor vehicle repair and a map indicating the outdoor sales area. i I In your letter dated July 7, 2004 you stated that you will have all work i eJtified in this letter completed by the end of the business day on August 29, 2004. If d work is not completed, we will have no alternative but to call upon your letter of c edit which you filed with the city for this purpose or revoke your conditional use pe t. if I can help you finish the items listed, please call me at 952-447-9851. i I (23) (24) " -2- Robert D. Hutchins Building Official cc: Mayor and City Council Suesan Lea Pace, City Attorney Frank Boyles, City Manager Larry Poppler, Assistant Engineer Jane Kansier, Director of Planning . - 3 - Bob Hutchins From: Sent: To: Cc: Subject: Bob Hutchins Thursday, September 02, 20044:57 PM Frank Boyles Jane Kansier Update on Diggers Polaris Frank, The following is an update on Doug Nagles progress towards Final Occupancy for his remode~d b4ilding. Attached is the July 16, 2004 letter to Doug regarding an extension to allow him time to fInish outstanding Building, Eng' ering and Planning items on the building remodeling. The following items are required to be completed : ! I. COlllplete Final Inspection of: A: HV AC: I. Installation of shop ventilation system and n. Other Conditional Use Permit Requirements: I sfgn~d by a civil engineer I , i I. Demolish accessory structure or reduce size to meet 20! side yard setback; 2. Paint elevations not sided with EIFS on main and acces~ory structure; 3. Install landscaping and remove impervious surface pur1Uaqt to the Conditional Use _l}ermit; and ". Obtain sign permit I Two items are partially completed: __ L., / II B #2; main building ends have been painted J1d n~t the accessory structure. 1>~ '-11 B #4; A sign permit has been applied for and Doug is orlpng with Planning for approval. , Doug has talked to Jane three times on item II B #1. Their last communication was on August 12, 200 . J e informed him of the process for adding land from Doug's West neighbor. Adding land that is West of the accessory struc e fill make it become compliant with building side yard setback. All other items have not been addressed. Bob . A. ENGINEERING: 1. Provide the City with an As-built site utility plan registered and licensed in the State of Minnesota B. PLANNING: ~ #4 July 16.04 Occupancy.doc 1 ""'-- Glacier Page I of 1 Bob Hutchins From: Sent: To: Cc: Frank Boyles Friday. September 24, 2004 9:20 AM 'diggers@integraonline.com' Bob Hutchins; Jane Kansier Subject: FOLLOW UP FROM OUR SEPTEMBER 22 MEETING I thought we had a very productive meeting and I wanted to take the opportunity! thank you for working with us and to summarize the points we all agreed to: 1. The final inspection for the air exchanger in the repair area was complet~d and the system was accepted, 2 We agreed to accept a paper copy of the as-built survey if it was signed py a civil engineer. You said that one had been completed but it reflected a tree plan which is not accurate. You said you would contact the Ian see if he would make the modifications, sign it and e-mail it If th:is does not work, we said we would call to try to enlist his cooperation. If that fails another source will need to be explored. Doug, Would you be sure that they show the 22 feet as part of your property and refled the other property in the transaction as part of Gross' property. 3. As we discussed you have contacted the county to find out the format for the legal descriptions you need for the land swap you have agreed to with the adjacent property owner Loren Gross. Once you have received these documents (legal descriptions and survey signed by civil erhgineer showing the 22 feet as part of your property) please submit them to Jane prior to recording them. 4 You agreed that YOLl would paint or install EIFS on the storage building pn all exterior sides to match the main building. 5. The landscaping meets the requirements. 6. You said that YOLl could complete all these items by 12/31/04. 7 Bob agreed to call Mr. Quarberg in hopes that we could help convince h~m to release $40,000 of the $60,000 due to you as soon as possible rather than wait for the issuance of f3 permanent certificate of occupancy. 8 In consideration of the work you have accomplished we will reduce the letter of credit to $6000. Our rationale is that the as built survey is estimated at $1000, land swap $2000 and painting $3000. Please call me at 952-447-9801 if you have questions. Great looking facility Dougl Frank Boyles City Manager CITY OF PRIOR LAKE 16200 Eagle Creek Ave. SE Prior Lake, MN 55372 Direct Dial: (952) 447 -9801 Fax (952) 447-4245 12/14/04 - Bob Hutchins From: Sent: To: Cc: Subject: Bob Hutchins Tuesday, December 14, 20044:05 PM Frank Boyles Jane Kansier Update on Diggers Frank, The following is an update on Doug Nagles progress towards Final Occupancy for his remodeled building. Jane, yourself and I met with Doug on September 22, 2004 to discuss items that are left to be completed on his project. Y QU had sent him an email summarizing these items, Doug was going to complete them by December 31, 2004. See attached September 24,2004 email. The following items are required to be completed: II. Other Conditional Use Permit Requirements: A. ENGINEERING: I. Provide the City with an As-built site utility plan $igned by a civil engineer registered and licensed in the State of Minnesota I. Demolish accessory structure or reduce size to meet 2~' side yard setback; 2. Paint elevations not sided with EIFS on main and acce~sory structure; 3. Install landscaping and remove impervious surface putsuant to the Conditional Use Permit B. PLANNING: Larry Poppler, Jane nor I have not heard from Doug concerning the items to be completed. Bob F}"7I."... ~ FOLLOW UP FROM OUR SEPTEMBER 2... 1 ..... . . " .' , .' ~002 e', . ..... P....LRRIS~ /~~ IVIONTE;.REY .. f;;r~ ... .BOATS 11/23/2017 02:54 FAX @,~ 16450 Anna Trail SE Prior Lake, MN 55372 City afPrior Lake At1n: Frank Boyles 16200 Eagle Creek Ave SE Prior Lake, MN 55372 March 29, 2005 Dear Frank, This letter is in.reb-ponse to our conversation regarding the outbuilding on our PIPpert)'. I am awaiting the Deeds and Quit Claim Deeds from Loren Gross. 1 had the Legal Descriptions co~ducted and tumed them over to him just after the first of the year. He said he would be out of town for awhile and would get back to me in March. I left a message with him last week and anticipa.te hearing from hiin this week. When we met with Jack and Chad you agreed to release a portion of the LOC f~r the work completed. I have completed all requirements except the Deeds and the As Built drawing. Cqtild you :fux a short note to Bob Facente at Prior Lake State Bank releasing $10,000 of the $12,500 total so I can pay Oliver & Associates for the Legal Descriptions, and Mr. Gross for the Deeds. Thanks for your time and consideration, and Have a Great Day!! 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 B~~ 4'\7- 21o{ March 30, 200S Bob Facente Prior Lake State Bank P.O. Box 369 16677 Duluth Avenue SE Prior Lake, MN 55372-0369 RE: IRREVOCABLE LETTER OF CREDIT NO. 1362 dated March 31, f004 Dear Bob, The City of Prior Lake is authorizing the release of Nine Thousand Five Hundred and 00/100 ($9,SQO.00) of the Twelve Thousand Five Hundred and 00/100 ($12,SOO.00) IRREVOCABLE LETTER OF CREDIT NO. 1362 that you have granted! the in the Cities favor for the account of Digger's Sales & Service, Inc. This release will ~educe the Letter of Credit to Three Thousand and 00/100 ($3,000.00). Please reissue the !City a Letter of Credit in this amount. Please call me at 9S2-447-9851 if you have questions. cc. Frank Boyles, City Manager Jane Kansier, Director of Planning and Building Inspections Doug Nagle, Digger's Sales & Service, Inc. .WWW.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 ._~:...-~..'.-:+'......:;'~;':~,:,,~;-..;.:...~~:.:;...:.-~-:::~.~..~:....-- .'.. --~~-;..;.~-...=..~.-.t..:;.:.::.,:......~_-_-_'_-~~~'.'_'*';.....::.~:.:.:;,.::,;:;;:::~::..~''':--;:;';':'''''''.'.'.~_':''--!~~::':::'~~-_.':''~-!.''':'~~.~~~A'''-'.''~;.._:;J~.....~'';:-.!~~~~~;'::~~:'~.r~..;.m'~1C'I tJ) - a: <C ..J o c.. en - a: w " " is PRIOR LAKE STATE BANK City of Prior Lake ~6200 Eag~e Creek Avenue Prior Lake, MN 55372 IRREVOCABLE LETTER pF CREDIT NO. 1362 Date: March 31, 20i04 Dear Sir or Madam: We hereby issue, for the account of Digger's Sales & Service. Inc., and in your favor, our Irrevocable Letter of Credit in the amount of Twelve Thousand: Five Hundred and 00/100 ($12,500.00) Dollars, available to you by your draft drawni on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. 1362 datedi March 31. 2004, of Prior Lake State Bank". b) Be signed by the Mayor or City Manager of the City of Prior Lake. c) Be presented for payment at Prior Lake State Bank. 16677 Duluth Avenue SE. Prior Lake, Minnesota, on or before 4:00 P.M. on March 30. 2005. This Letter of Credit shall automatically renew for successive one year ter.ms unless, at least forty five (45) days prior to the next annual renewal da~e (which shall be March 30 of each year), the Bank delivers written notice to the P~ior Lake City Man- ager that it intends to modify the terms of, or cancel, this Letter of Credit. Writ- ten notice is effective if sent by certified mail, postage prepai~, and deposited in the u.S. Mail, at least forty five (45) days prior to the next a$ual renewal date addressed as follows: Prior Lake City Manager, Prior Lake City Hall, 16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372-1714 and is actually received by the City Manager at least forty five (45) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified or limited by reference to any do~ument. instrument or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most reCent revisipn of the Unifor.m Customs and Practice for Documentary Credits, International Chamb~r of Commerce Publi- cation No. 400. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. ~ BY: 1?1J Its .. ssistant V Two Locations: PO. Box 369,16677 Duluth Avenue SE, Prior Lake, MN 55372-0369 (952) 447-2101 14033 Commerce Ave NE, Prior Lake, MN 55372 FAX (952) 447-3337 www.priorlake.com PRIOR LAKE STATE BANK City of Prior Lake 16200 Eagle Creek Avenue Prior Lake. KN 55372 AMENDED IRREVOCABLE LETTER OF CREDIT NO. 1362 Date: March 30. 2005 Dear Sir or Madam: We hereby issue. for the account of Digger's Sales & Service, In~.. and in your favor. our Amended Irrevocable Letter of Credit in the amount of Three Thousand and 00/100 {$3.000.00} U.S. Dollars, available to you by your draft drawn o. sight on the under- signed bank. The draft must: a} Bear the clause. "Drawn under Amended Letter of Credit No. 1362 dated March 30. 2005. of Prior Lake State Bank". b} Be signed by the Mayor or City Manager of the City of Prior Lake. c} Be presented for payment at Prior Lake State Bank. 16677 Du1~th Avenue SE. Prior Lake. Minnesota. on or before 4:00 P.M. on March 30. 2006. This Letter of Credit shall automatically renew for successive o~e year ter.ms unless, at least forty five {45} days prior to the next annual renewal d.te, {which shall be March 30 of each year}, the Bank delivers written notice to the Prior Lake City Man- ager that it intends to modify the ter.ms of. or cancel, this Lettter of CreQit. Writ- ten notice is effective if sent by certifieQ mail. postage prepaid. and Qeposited in the U.S. Mail. at least forty five (45) days prior to the next annual renewal date aQQressed as follows: Prior Lake City Manager, Prior Lake City Hall, 16200 Eagle Creek Avenue. Prior Lake. Minnesota 55372-1714 and is actually received by the City Manager at least forty five {45} days prior to the renewal date. This Letter of Credit sets forth in full our understanding which ;sha11 not in any way be modified. amended. amplified or limited by reference to any document. instrument or agreement. whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Unifor.m CUstoms and Practice for Documentary Credits. International Chamber of Commerce Pub- lication No. 400. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: Two Locations: P.O. Box 369,16677 Duluth Avenue SE, Prior Lake, MN 55372-0369 (952) 447-2101 FAX (952) 447-3337 14033 Commerce Ave NE, Prior Lake, MN 55372 www.priorlake.com ....taCler Page 1 of 1 Bob Hutchins From: Sent: To: Cc: Frank Boyles Friday, September 24, 2004 9:20 AM 'diggers@integraonline.com' Bob Hutchins; Jane Kansier Subject: FOLLOW UP FROM OUR SEPTEMBER 22 MEETING 9/24/04 I thought we had a very productive meeting and I wanted to take the opportunity thank you for working with us and to summarize the points we all agreed to: 1. The final inspection for the air exchanger in the repair area was completed and the system was accepted. 2. We agreed to accept a paper copy of the as-built survey if it was signed ~y a civil engineer. You said that one had been completed but it reflected a tree plan which is not accurate. You said you would contact the Ian see if he would make the modifications, sign it and e-mail it. If this does not work, we said we would call to try to enlist his cooperation. If that fails another source will nee~ to be explored. Doug, would you be sure that they show the 22 feet as part of your property and reflect the other property in the transaction as part of Gross' property. 3. As we discussed you have contacted the county to find out the format for the legal descriptions you need for the land swap you have agreed to with the adjacent property owner Loren Gross. Once you have received these documents (legal descriptions and survey signed by civil engineer showing the 22 feet as part of your property) please submit them to Jane prior to recording them~ 4. You agreed that you would paint or install EIFS on the storage building Qn all exterior sides to match the main building. 5. The landscaping meets the requirements. 6. You said that you could complete all these items by 12/31/04. 7. Bob agreed to call Mr. Quarberg in hopes that we could help convince him to release $40,000 of the $60,000 due to you as soon as possible rather than wait for the issuance of a permanent certificate of occupancy. 8. In consideration of the work you have accomplished we will reduce the letter of credit to $6000. Our rationale is that the as built survey is estimated at $1000, land.swap $2000 and painting $3000. Please call me at 952-447-9801 if you have questions. Great looking facility Doug! Frank Boyles City Manager CITY OF PRIOR LAKE 16200 Eagle Creek Ave. SE Prior Lake. MN 55372 Direct Dial: (952) 447-9801 Fax: (952) 447-4245 .. ~ ~ --~-.~- --~----Q--- "'--" ..-\- ,.-i'--'-"'^'--"~" -.-- -_.~ ~ ---,. .. _...-..--.~. ....- ... l' sh~ ... ;........+....- , .. -,.../ -.. '"--. -_. _....- .-- /... .. ... ...---. .-- - .. ..:-~ .,..", .. '-'" - . - 7 ..\:0 -1' ..\--- .... ", -,..." ~ .,. ~..__.. ~L _!_v.._ . _ " .. ~ ... .~ \\ -, -. -~ ~ '~. ~. . ~ ,.) ~- ('l p~ ~__..~_...:..:.-......~~__",;,__",,,,,,,~__,_ _,_...."........_.....-'....,..'..........~.~..,.,-'......_...""""-..""'~~........_.___...r............._\...I'.~._. .",,". >....-~ ....;......,.~.~':..<.'" __._._.-'...~,....,.... ....... _ .. CITY or PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT FIRE PLAN REVIEW C~7KLIST ProjeetName: 'D I Co> Ge'P-S ~e-AI'-lS y4(03 Job Address: . Provide access roadway for fire apparatus in accordance with Section '902 of the Uniform Fire Code (UFC). This includes the following: (..( All-weather driving surface. ( ~ 20 feet of unobstructed width. (~ 13 feet 6 inches of vertical clearance. ( ,) Adequate turning radius capable of supporting fire apparatus. .~us is: 0feet for a sprinklered building. 60 feet for anon-sprinklered building. (~Dead end access in excess of 150 feet long shall pe provided with a turnaround. . Access roadways shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building per UFC Section 902. Where access cannot be provided, an approved fire protection system shall be DroVlded.] : I ~An adequate and approved access for Fire Departm~t equipment must be provided during construction. If on site pavement is not provided when construction begins an approved roadway surface must be installed with approved dimensions which will support fire vehicles and equipment. . Non-sprinklered Building: Fire hydrants are required per UFC Section 903. All portions of the exterior of any non-sprinklered building must be within 150 feet of an approved fire hydrant. ~ . Sprinklered Building: Buildings with a sprinkler system req' one hydrant within 150 feet of the fire department connection and a hydrant( s) within 30 eet of all portions of the~.1 <:. . exterior. The fire department connection shall be located on the front of the building. The PN must be located a minimum of the height of the building away. ~(_. [L:rL-~ ~ f~ Pc9~ - FlRBPLAN ~ts shaI1 be accessible to the fire deparbnent apparatus by roadways meeting above ~:=ts. Hydrants shall be located within 5 feet of the curb so that apparatus can pull along side for the connection. hlJ) ~rovide fire lanes for fire apparatus response. Signage should read: "No Parking Fire Lane ~' (/1,y order of the Fire Department." Location and number to be determined. avide numbers of addresses in such a way to be plainly visible 1iom the street or road fronting the property per UFC Section 901. Numbers shall contrast with their background. , ~e projects must have directional signs designating the numberijng sequence of units ~ :o~::~:~vidual roadway. _ ~^~(7)provide approved key box to be installed in accessible location per UFC Section 902. This is ft"? - , C/ required when access to a structure is unduly difficult or where immediate access is necessary for life safety or fire fighting purposes. Key boxes shall contain keys to gain necessary access. Key boxes also recommended for building where entry may be delayed and to prevent damage as result of forcible entry. Obtain order forms from the Building Inspection Department. t . Fire extinguishers are required for this project per UFC Section 1002. Extinguishers are required to be a minimum 2AlOBC rated and located within 75 feet travel distance' of all areas. This distance decreases for more hazardous occupancies. Location and size to be determined. ../ Submit pl~ for required fire protection equipment to the Building Inspection Department per UFC 1!001. Requirements based on the 1997 Uniform Fire and Building code. Submit two copies of detailed shop drawings before installation to receive approval and permit. (One copy will be returned.) The contractor should submit installation permit application with plans. ~ Automatic fire extinguishing systems (sprinklers). :~) Sprinkler systems of more than 20 heads must be monitored by an '('A~\t?I~. , approved 24-hour station. ( 0 Fire hydrant systems. .....(-}- Wet standpipe systems. M Fire alarm systems. ~ Cooking appliance and vent extinguishing systems. J--Y Fire pumps. Y Other extinguishing systems. . Fire alarm plans must be submitted by State licensed electrician or low voltage contractor. . FlREPLAN otection systems installed that are Dot required are subject to approval by the Fire ./ ~ent and must meet code requirements. / Submit 8-1/2 x 11 inch site plan for development of emergency response plan. . S~ plans for underground storage tank installation to the State Fire Marshal for approval. ~~o-l~u~pproval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. - . Provide information or see instructions as indicated below for special hazards. Please supply information, plans, specifications, as applicable. '. Places of assembly, UFC Article 25. Cellulose nitrate storage in excess of 25 lbs., UFC Article 27. Stora;e and handling ~ combus. tible fibers, UFC Article 28. G~ _es. repair, UFC ~~ ~'(" 'Z.:tl, 6f-V F C- Dry cleaning operation, WC Articles 36 and 79. Ap, cation of flammable finishes including dip tanks, spray booths, etc., UFC Weldin and cuttin erations, UFC Article 4 f"Jo M.~I.O;...J e rig~on equipment using other than air or water and more than 20 lbs., UJ'~cle 63. Comp~ses gases, flammable, UFC Article 74. Compresses gases, non-flammable, UFC article 74. Crydilenic fluids, UFC Article 75. Ex osives or blasting a ents storage or use), UFC Article 77. ~O, (..0 ~ FI e . ~4:00' Haz ous chemicals, storing and handling of hazardous materials including tox' chemicals, poisonous gas, hazardous waste as defined by DOT and.. ~~ ~ l t:- o '. f'1~~ '23elP. 2- J(')~""l~ ~>\6t.,...;> () High' piled combustible stora e ill'~ ~ cA55 C [);V'lfr\vf) ((1 -- This includes requirements for fire sp ers designed for proposed commodity and storage arrangement, building access, access doors, smoke and heat removal, curtain boards, and hose connections. ~ Y Liquefied petroleum gases, UFC Article 82. ( ) ( ) ( ) ~ ~ ( ) '~ ~ ~ ~% <<~ ~o~ ,.. . FlREPLAN - CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT PLAN REVIEW CHtCKLIST Project Name: -V(=G:>~C;- ~<--Ai2-lC;- Job Address: ~f--J(\..,A- T {ZA ( L- gp ~' /03 I. CLASSIFICATION OF BUILDING: A. Use of Building 1 O(b" <0 Occupancy Group (Table 5-1) ~~ ~'S.- I ~ ~ e(L- ~ Occupancy Separations (Tabl~ '2 H(<.~ 5;:-1 ~ 5'- I (<cPA! (Z. lAf,v-6 '3OZ'?"~ -# ~.?,..., 19"=1".,jio I Type of Construction (Table 5-A) ~ -B 1. 2. B. C. Location of Property Front c;,o '-I- Rear 0t:) t L. Side (,0 \ f- R. Side ~I f D. Floor Area 1. Actual -:?- ~ 7013 2. Allowable (Table 5-C) vNf-I#tlloo ~ 07... -3 3. Area Increase a) Open Area (505) b) Sprinkler (505.3) - c) Multi-Story (506) 4. Mixed Occupancy Calculation = E. Height and Number of Stories 1. Actual: Stories rz Height 2. Allowable (Table 5-D): Stories Height 3. Allowable Increase OCT, 2, 2003 2: OOPM POPE ASSOCIATES INC NO. 6479 P. EXTERIOR ENVELOPE ENERGY CODE COMPUTATION WORKS~EET To Determine Compliance with the Minnesota Energy Code PROJECT TITLE DIGGERS POLARIS SITE ADDRESS PRIOR LAKE J. EXPOSED WALL CALCULATIONS A. Opaque Wall 1. Masonry/Concrete a. 12" architectural precast concrete b. Brick wI insul. stud wall behind e. BriCK w/ insul. cone. wall behind d. 2. Foundation Wall (Above Grade) a. Concrete wall - insulated b. 3. Metal Stud Wall a. Exter. wall: mtJ pnJ, 8" batt insul.. gyp. bd. b. Inter. wall: gyp. bd., 6" batt insul. c. d. 4. Peripheral FloorEdge/Rim Joist a. b. 5. Spandrel glass w/ insuJ. stud wall behind 6. Doors a. Wood i. Solid ii. With Storm Door b. Metal - Insulated c. Existing Overhead d. Other 7. Total Opaque Wall Area 8. Total Opaque Wall Area x U 9. Average Opaque Wall Area U II. WINDOW CALCULATIONS 1. Window U (ine!. Glass Doors) 2. Solar Heat Gain Coefficient 3. Total Window Area 4. Total Wall Area 5. Percentage of Wall that is Window 6. Maximum % of Wall that is Window by Code 7. Does the Building Comply (11-5 < or = 11-6)? II. ROOF/CEILING CALCULATIONS A. Roof/Ceiling U 0.045 B. Roof/Ceiling U Required 0.045 B. Does the Building Comply (III-A < or = III-B)? OCT. 2. 2003 I: 59PM POPE ASSOCIATES INC . 1 NO. 6479 --P, 1/2 -"': ;.--: i I I U VALUE CALCULATIONS R Value U Value Outside Wall Outside Air Film 0.17 Steel Siding 0.61 8" Fiberglass Batt Insulation 30 5/8N Gypsum Board 0.56 Inside Air Film 0.68 Total 32.02 0.031 Inside Walls Outside Air Film 0.17 5/8" Gypsum Board 0.56 6" Fiberglass Batt Insulation 19 5/8" Gypsum Board 0.56 Inside AIr Film 0.68 Total 20.97 0.048 ': Existing Overhead Door Outside Air Film 0.17 Metal Panel 0.61 Inside Air Film 0.68 Total 1.46 0.685 I' I I, I '1 .' ~''', .~. ~ .'", ~ '~-.'-...--' -- ." , . Th. C.nt.r or lh. t..k. Co.nl., White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED .I (,/ (// ,( . -))(; ti-f't (; ,,:j ~() 3 7 I.. The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity ~hich is proposed at: 1~/150' (/1>.,?C<-, \ -;/~.CL~L, Accepted Denied Accepted With Corrections v-- ~ Date: (D 130/0""3 ( I Reviewed By: Comments: I> A~LLC1U1t PUF~ tD plO-.f\-t ,r:, tr~ Wt-hl,a ~ tv u,Y)'"\P- Go L-U1.J-f) Lel.r) ck> C-eJ-.p l/\ff r~ LLife-rn-eht-~ It 6rCJ-.t;-CQ rarl<"Lr\~ ~ ~"y) ft ifre ~ prnp--erty. ./J.-hQJ..Q. b.Q. r- .Qrs1o-u-ed ~ L6- IU+v~ grCLL~ poJ~~ nOyth-ery) fJ6YTu..-Vl o(j tfrG /U-~ lD b.c.. LU~ J tJrr (5Vl:t-dav- /;)-~ Lt. ry)~ ~ ~tJ C{ CJLd U7t_J-f) k>Lh-ry)LJ) ~ (X' (!..c,'Y"\ ~ . h1 Lf\ LJY)u...rY\ O-.r-LLL OY'\ tv liThe 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." .. _ t ,'t - post-ir Fax Note To 7671 co.Q,i Phone JAN. -07' 98IWED) 14:20 Fax # 4<10-8 Fax # :~J.Z. ! ." , . .:". .,' ~,' ;, ';'l,_;.,A "~,.~'..ii,ltfr.'t:,':./~...~'"",~.",, . Phone # , .' ,.. VM WENTZ r.&lI ASSOCIATES ~. INC CONSlILTING E:NCINEERS PI!nMIT COPY JIr1u:Jt'f 7. 1998 Mr. Sine Schmidt E.A.H. Schmidt &Associates, IDe. 3245 W'mplIl'k Drm New Hope. Minnesota 55427 Deer SteVe: PrUw '.6IU l'tIIIIris We 1IDderSIIDd the City of Prior Lake bas stipulated an occupancy of 80 for the showroom. At IS CFM per person venti1atiOft rate, 1,200 CPM of outside air will be required. 1bc three (3) cxistiq rooftop units arc to be used to air condition the sbowroom. Two (2) units each haw S ton cootiDg eIJ*ity, 150,000 BUT/HR. iDput heatiag CIplICity. supply 2,000 aM and bPe economi2ms. Let's call1bese units RID-l aad RnJ-2. One unit has a S too cooliDg capacity, 125.000 BnJlHR. iaput beaciag capacity. supplies 2,000 CFM and his DO outside air provisioas. Let's call this unit R11J-3. The output beItina CIpICity of all three units i. adequate for both beat tr.Insmission lad ventilation healing. '- (fRnJ-3 is to remain as is. set tbe minimum outside air for RTU-l and RnJ-2 at 600 CFM eacb (30 percent). wbicb would be pater thin we would normally like to see. However, the supply airImam air duct c:oafiguratioD fer anI-3 does DOt allow for 8ft ecoDOmizer retrofit nor CGmd it be cloDe WitbiD your CODSb'UCdOft bud&eL Provide "oc:cupied-unoc:c.upied" CODIrOls as follows: I- I' r · i Occupied: All unit &as shall be "on". , '--'" Stage cooliDg so that both RTIJ-l aod R.nJ-2 satisfy the cooliDg demand belore RnJ-3 c:ooliDs is enersized. S. heaaag so 1bat both RlU-l and RlU-2 Sldisfy the hc:atiDg demaad before RlU-3 heatiDg is CDergi%ed. 7)00 rRAM:t AvtNU{ SOUTH' SUITE 11(\ EDINA. MINN(S()TA SS4U 1;12")1.11'''' FAX' 6121d)1.!Ti'l Mr. Steve Schmidt E.A.H. Schmidt" Associates, Inc. Januuy 7. 1998 Page 2 J ..:.. !. .', ., .,.:;.,'~ ......',\_.:.~-.Jo,.:....."""'\,.<.......k._........___ ..____._......_~~"11 n IAN.-07' 98lWEDI 14:20 TEL:612 8312179 P. 002 r I . " I, '. Unoccupied: Stage beating so that RTU-3 provides first stage heating and RlU-l and/or RTU-2 arc eoergized tor second staae heatiDg with outside air dampen closed. For service area, provide a 950 CFM exhaust faD to ventilate the space on the basis of3/4 CFM per square foot ami duet the exhaust air from 12" abo~ the floor. Provide abigh wall outside air intake hood with IIJOlOrized damper in comer opposite from the cxbaust fan. The damper sbouId fully open and the exbaust faD should be "oa" ill the "occupied" mode and the damper should be fully closed and the fan de-energized in the "UDOCCUpied" mode. A uait healer baviDg all input heating capacity of 200,000 BtulHR.. will be teqwdd to heat the service area. . ~~.~, ::;.' ;1 "":>~1f' 'Ift :.i'S. "'.'.. f~...~....'.. .,~ ..; .' \ ~'il;J ,.,.'f!s.., !,~~,.., ,/,;jt;t~,., ~~~,. , \ .,!~,\ .'..'I...'.:.'.f~'....'..'..... ~.;;:'-, .''"t,~ . . -,.1 ,..~... i...~' Let us know ifwc CID be of fUrther service. Very truly yours, / '. /,,~ 1j \ ~(plP ( - i SO 5.f ',;"" ;\~:;;' ~, ~, it, ;~~~ '.'1- .-....., ' ,;~> '.\,". .if:::: '~~~ .':.',..'..... '. .{~ ,~, "Vi .~: ..;......1.......' "::. '. ,\...' ~ . -~.... ._....~- - ,-t -'~._..,'.'?-:7'?1f~f:;:~~.~;t't1~t~~~~,~~11t,?~~~li"t, ,_ '" "Permit# [) -~, 'Z "JobAddr_ \{.,l{So A-V\V\Dl- \V \ "Heating Conlrector METRO AIR "TesterslSignalur~ --- ~ Q!!! Ii!!!! Pounds f!!!!!l!! "Gas Une Pressurized Inspected .Percent c~ PERFORMANCE TEST <i?~D ,cro .Percent CO () '70 3.~DF .Percent O2 "Stac:k Temp. Finallnspec:tion Date . / /J 1/ IP/J ~ A:u?/I</~ V' t1. ~I / .{ --- " ~- .........., w \ -- ,__-~,c:1fZJ 447-8124. Fax (612) 447-8126 HE'ATI~G, COOLING Be VENTILATION 16980 WELCOME AVE., S.E. . PRIOR LAKE, MN 55372 q - ~ b ~ DO -J/=:. 0 -~ '7)- f\ -\-\- '^, ~ O-A-L' ) ! . I ,I ! \-e.'^II\-O~ ~oof \O~ LLV\'\ ~ G c..s \ (;,- ()~~ ,- \2. 0 ~ -;- cr\o.. \ C- \=' N\ w\.f.'" 2. <0'70 C',\"u.', " b. ~. t\.ooJ. \ s ~ ~\e.. y.. '5 L- F (Y\ =- Z. "Z.. S- C...- t=- vV'! . ~ '2.=-<:-~"'" - ?s-Z., 0;>...)' "1 \4<,~1 ."...~ "- ~ . .. '1~ 'r "()f~ I I j"..i".c-., ...._-~ ~ ~ ~" L70~ -\D . 0 .\ ? ,l- / (/\ ,\ \ ~ \ ) t- \ ~ ~ t./ ~'-\ i. G(:J-- tit \\ ~ , -\ '-^ oJ' . \ \;:' ....pI'- , J2v ~ ~ ).1"" .~'N .. . .~~;. "'~7'~:"~/. .: '. '~. /'." . ..,.. . . .. .,..'.. ~ CONTRACTOR'S M~~'AL II TE~l CM.TIFICt\T, FOR "'As:.e~.u~o. PIPI~~ct -- " .. ... .. k~ · ~ ~.. ... · ~.." .. 'flocaDURa .. .. .... .'~ . .. .. .. . UIIOII -.....on 01 _,k.ln..ctlon . tll" mil' ~ m~. ~. _It....... ~,...,.,t.t'" .'wlt...., by ~.,'. .;'..nt.t,,,., A del... m.1l buo,rectechnchy.tem ..I"n ':r'- beftN, coo.1t .. "'1'ICIll~,"~ IeM .... lob,. .. '.! .~. . ... .. A ..rt.n.-.. mtll be fllltcl out .net .It'*'. by .bo.th re... . ..'....tlvft. . '" 'h.~""'. or.~'", ...to"...... owntn... .... .1Ild... c.on. er.cto" It .. undtntood the OlM'tr'. rep,..nt..~.. .~n..,""", ftO MY preluelllll tny ~ ........",irlltOr for f.ulIY m''''~Wt''_",Klp, O'ftlluretoeompIYWlth"""OVIII...~.. .... '.c '~...-.. ...........:. , ',c>,;... , .. \ - .- DftV ',P, .... MIRATINe .. TlIY ",,!!!,'c_.. ,....'.....".--- ADD..... . . '0. " I'LANI .. INSTALLATION CONPOJIM' TO ACe.IIT.D....N. IQUIPM.NT U"D t. A....OV.O.. '. IP NO. ItlClll.AlN o.V'~Tl~NI .~, . .. . .. . .. VEl 0 NO VEl oNO HAl 'I..ION IN CHARO. 0 IF r/~8.~~~fk~ALV.'AN#CA VII 0 NO '" INlTRUCTIONI HAV' CO'II, OP.AJlllROI''''AT~T''UCT' AND. C. A AND N"'A 1 A .IIN LIPT ON ...MIIII . . IP NO, I>>C'LAIN.... !ij,.".... .. :~ '., NO LOCATION 0" IVITIM ..~ "R'NKLlR' 1'11'1 AND PI"'NO' "',. eON..O..MI TO PITTING' eONIFD..M TO I" NO, dl'LAIN 1<:"' ' ALARM VALva 0.. "LOW INDICATOR. ... ....... .-.... .. u'~ ....', I... TED V NO ",. . .. .. ..... "'" .. .. WI'" cr.o.D. .)' .. <' IP N<!. 'X"1'N A.. .. .... ~ ... . . ,. ~ "It . .." .- .MIAIU"IO "ROM TIMI INIPICTOft.. TilT "1'111 OI'ENID. .IA .... '..,NTID IN UIA CoBlnclor'. Malerilll: Tal Certificale lor Abo"qround Pip;'., 10V.", ~ { ....... .-.,..~ _ ~ ~ ..c............~_,__...""""" .. .~. _ ....- .'ft ~.... ~,__ .. oi/;~J:.i.I -It. ~ "'-._;' !L:.....;.J..:, I.~."" ~...'_ .I.... ........... " - ,/ ,,/ J!..~ "'e; ~/~-~': ~..._....'...-.'.-.-..... ." . .... .... 1< - -' .r. ~~- ------------ _~~-SVSTEMS .,._r- ... ;. "'~";,*,,\,;,~'J-v;... ^~~~t';' ..'".' 13-10 ,- . lil:~ MAXIMUM T TO OPItAATE REUASlE MIN. SEC. TEITI (It.. -.AN< 11IIT GAIKITS NUMBER REMOVED ... ... WELDING ~ES DNO ~ES D NO . 1&.ES DNO '" ADDITIONAl. EXPI.ANATlON AND NOTES ~ot.c):/ 11- Ao -O~~' .', ~~ ~d~ ~'..;6 ~~~.VI ., .. ",*. ~ ;0. . it ;; -tJi ?1~~. '*' ... fo"", .,.. " +- ~. t.,.:. -/'i ~ "'" .. ,- ~;~-. '.. ~ IIA BACK Contractor'. Material It Te.t Certificate lor Abovesround PipinS !"~ ". .,it'1 " (!t~rfifitaf~ of <IDttupanttt CITY OF PRIOR LAKE / ~~pllrtment of ~uil~ing ci nspertion r!J Final Permitted 0 Conditional C.O. Expires \ This Certificate issued pursuant to the requirements of Section 110 of the 0 Residential / 0 International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification r: O;VI 1"1 E K C,.I r-; L Bldg. Permit No. () 3 . /4-5 S Occupancy Type vt/ Zoning District C4- Type Construction Legal Description .:- t:. C T C 2. , TiVp /14 , A:!.N7 02.2- Site Address / ~45 0 /-1/'1 /l/ /-1 (p "I- 50 /I P/v'r/ TlC-rl1 I- City Planner ::T/-Ijv' t: Kr/N~I t; Date: 5 /1 t ofo POST IN CONSPICUOUS PLACE I ,I Owner of Building //(:..;'-/ / '- S. €. L,H I:::.E: Contractor's Name & Address Date: QIerfifitaft of @tntpanty CITY OF PRIOR LAKE ~epatfttttnf of ~uil~ing Jf nspttfion SALES & STORAGE AREAS D Final Permitted )(Conditional C.O. Expires JULY 15, 2004 ONLY. SHOP NO INCLUDED This Certificate issued pursuant to the requirements of Section ii 0 of the D Residential / D international Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: MERCANTILE/STORAGE 03-1455 Use Classification Bldg. Permit No. M/S-l 5B C4 Occupancy Type Type Construction Zoning District Legal Description Owner of Building 16450 ANNA TRAIL Site Address Contractor's Name & Address ROBERT D. Date: 4-1- 2ot>V Official City Planner Date: CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED _iTE/ ~ nME ADDRESS l~ A~A-T~c,-- OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING [J FOUNDATION [J FRAMING o INSULATION )(.fINAL o SITE INSPECTION o PLUMBING RI [J MECH RI [J WATER HOOKUP o SEWER HOOKUP [J PLUMBING FINAL o MECH FINAL o EXIGRADlFILLING [J COMPLAINT [J FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: C. L~ e F<~tw-E tlWORK SATISFACTORY, PROCEED o CORRECT ACTION A PROCEED [J CORRECT WO, L 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/ INSNOTl DATE nME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED "-7-o~ lI:c!JO ADDRESS ~ SO AV\J/\.Oo..- r-J ~ OWNER CONTR. PERMIT NO. ~LUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL 3- 14&) PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION )2( FINAL o SITE INSPECTION o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: l. 00\1\1\ ~le.\4. o.lLLkW\~ L:J.ec1 O~ ~ M.osCo\.- 2~; "2.00"- ~ Io~ jul~ 'S,200~ ~. E'^~,'W\.~..;""~~vn4~JI..1-- Sl'Y'^c!)P~ ~"'''''',^l~ N~4,.t",^QH~ SI'~"\P~ fl. ()4.~r t""@"IAQ,P_..t't,'eM.... At r~V'^:,.. ~\,...~ ~C( 4t'\ \1\1\ ~ ()CC.U f'd s..ko.p O,^\illl,\~AaI'~""'" ~.. -Q_ ~preuecl TC.W\pnroto nQt\-,tlC.cJ:c.. 0+ (Y~U~ ~r &.,.l~~ lil\Ot.t ~CL SfO~f. o.,..Qt'~~ ,.~~ lJ.QJ. Ufl\~J\ct 15" J 2oo'l o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED X CORREC RK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: o OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOn CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS .!!if 6(") OWNER ..... DATE TIME SCHEDULED ~ AV\JI\A.- T'~ CONTR. PHONE NO. PERMIT NO. 'S - 'C(5-S- o FOOTING o FOUNDATION o FRAMING o INSULATION ~INAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADlFILUNG o COMPLAINT ------. o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: _Hr-.e. ~fl-'tll\.~\er ~ B.~N.tA. ~-t- k'. ~~~~~ -P!l/~:'-En~~ 3. &~~l"Hot-.. k-g. p.A. ~ Frn l/aJv.,e =1\~ -:lo~ - ~ ~ 4. "}I) -1.1 ~ ...Je.. >l ~) M-liu C ~ ~(' ~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED XCORRE . CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 12 -2.~'Q3 7':00 ADDRESS I (,c..( S6 AfIllllCl -r;-. OWNER CONTR. PHONE NO. PERMIT NO. ? ,.. L ~'2{ o FOOTING o FOUNDATION )LFRAMING 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 EXIGRADlFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: 9 aT=' ~ t!i ;;;'~?~~~'~/~7t:~ S'$'" ~N. tl'tM..4 ~ I~cl 01-1. ~A- /5 t'(j -I-tcl<SY ---k}- nn~ {\~~te o WORK SATISFACTORY, PROCEED o CORRECT ION AND PROCEED X CORRE RK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CA 850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. QUlREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOn DATE TIlle CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED If ~/q63 tj'ttX> ADDRESS J I ~t.JSO JJlI1l11tA };- -- . OWNER CONTR. PERMIT NO. ). tjS-S- PHONE 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 o EXIGRADlFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: -U-ovuLe ~(1"" D"f ~..,,, 0 J\Wl ~'S * ~:2~~qf~L~;~}$ ot ~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED X CORR . CALL FOR REINSPECTION BEFORE COVERING Inspecto' Owner/Contr: 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. EQUlREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! INS1KJTl ~i e:>\- ~ 6~Aut "2 1(') l L6 ---.J ti:)h f.J}/ -Z \6 .l (. ~ ~r flilll<> ?& i&l-~ o WORK SATISFACTORY, PROCEED o CORREC ION AND PROCEED 'j( CORR T ,ALL FOR REINSPECTION BEFORE COVERING Owner/Contr: FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. QUlREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNOTl 2O'j2 5B1'~5'+t"f 7C>>;n 5B7'45.+t"f 1I0,~ o ~ ~ ~ ~ ~ it Not.. llBpatlmofllw ... """""o",,,,",bm, Q ......."...u.,....'" ~ lIw........ ~ N1l7.~5'+t"W 1I0,~~ g !:j '" ~ ~ ~ ~ _.... / I uR.Al'HIC 5Ol..~ 8 >0 60 1o......?I I <"I'!U) IM"''''~ e A.SIJ(Al.T MFORIIATION ~ -! i "< ( NOTES t. __ \IB 10 MAW ... '" ClMII . .. (If .... Z. . AMM _....,......... ~ ~ ~...-&.. ---. & M.L ..... ___ VIIII'r...._ __ . ....... MAl ... ___ ... 1llhCl1IA", _........-. ~~~::-~~.==:'. UIlftU, _ ...... ML IUCII U1U8. _ liMA. _ . __ ell -. ...... .. LOCA_ Mi MlCUM_' AI .--.. F11111IC -..M_ ........ -- ~-<-< Nfl9'''''51''W I96J2 ANNA fRAIL. 5Q\.l1l'fA5f .$ \-1 \ -1>--<~ ~-~ ~ MJ:LCHIIlRT lrALKICY ............ - am_ ..... - _ ---.-.. ,.,. --- =- IIlIlII=n 1IIr'"'"'" ASBUlL TS: IIAR-28-2oo6 DIGGERS' POLARIS PRIOR LAD. 101 UTIIlI'Y PLAIf .... -- --- __ .. _ CIloaooI .. _ -- - Cl I'" jj ~.I;' uu' a~ i ,,,\ 5 ~~:~~ S'. IIII . ...,j."t ,. j~. t iJ~ ;\:j ... la OJ.:' ;AlA 'V, "" ...,' lA ,;:. I. II ~ ... i Ie . <I( ,.. ,,'\"-t! '\ 1.j~<;1 :'if' 1ft II i ; 1- ;1 Ie. I' '~J~ ~III~II I~ I. ~ ~II !Ril .11:1 I lip'. ! I!:i~ 1lI~ ~~ Bg~ B ~ i! 1811. I ~~ I~ :: :i ~f~ sa I Illi ~ ~1!1 . J ~n I ~I:r."i I 1lI 1lI ej 'i~ 111'~illl !! 5i:i &fl ~ I ft II .ai!Uh =11 hi i;l~ .. ~ ~IIIIIII i immill! II I II Ulli ilil~ .."'. .'" ..~ II! !~I" ;~lt , IE. "'- 0111 ~.~ III1 ~ ~tl '. ~ co ""'.. .~ " .'" .. . ."'" ! .. II . .. ,. IllBI !1l3. i ,Iii !~ ..I lilt! I lot ,-~-~----, _________.J , III~~II II;a lti ~IIIRII I~ I~I' I~ ~IIIII. .1: I . "'. " I I,",_,j' . . . / .1 I: , , . i;:"~ ' ';f~};L.~:.\', ; ", -------- w;;,,/:,it.. .. '~ . ; "I O~ ~ ,.'r>. . ~ 0 ~,';"L ~I . "l ~.~ L.J1 - ,. 11111 ~ !lltH. ~I 1111 " Irsl it ilt! ~ _: I, _ tIIMII: -- t- . )1 :.-"~r.:'~" 'll I' I~~l! i Iii: ., JJill I ~ ""1 ..,.v- ...1't\lIIl."_'d"u~. i m r-" " i: I, <\ 1 i~__ t/) - · W - -I : ~ ~I a: o o C I- :J o <"'f") CJ c-") 0::'-.1 , . \ .',1- 'j .'! :\ I \ " -I .:;'(' ~ \. i,;,! ) \ ! ~ . II _J " _,.:::l .... .. ~.',:J II , ~ . ~~ , . \ (~) I ~ q J \ ~.,..~:..{ -! ,>~ ' C.) ~, f',r: B 1 f'i r-' ., ~':... { ~j -J- <I;. g : \ ." d ,.J ')) I ~)y I' " I~): " ,.: '...:lJ. "01 i; \ \ 1/ 'I ',' I , I 'I :'t.~:,\~ I '..~" ",,' c. ~, " Irj;...J' ~ I r.:; ~.. .... . .~:: :.: . ~': .~; (, Oil .j, \ It! "". .J CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT ll/1/3 ":/~ I tJ 4tca . I~ ~. ~i~~e ~:~ I PERMIT NO.O,-:2 _1'5Za 3. Yellow Applicant ~ l.!:. P /(u'/ SO f rtc.r.e. LA n?.. S.C. LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION OWNER (Name) iJoUj ., (Address) ZONING (office use) ()~ PID (Phone) '1Sl - 440 -~B 'IS BUILDER l ~ _ ~l C '/L (Name) E. k.u:. -fmcl r/ rc.--: i,;LQ.. ~ 011 r i::-/ r 5"' ""(Phone) V F- (Contact Name) (Phone) (Address) &:Jse Wh,'fe /Jea-r- () I/CNo_ (/ TYPE OF WORK o New Construction OLower Level Finish o Misc. o Deck o Porch ORe-Siding OUtility Connection ORe-Roofing ~teration PROJECT COST IV ALUE (excluding land) $ o Fireplace OAddition 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 or authorized agent for 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 official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may exnter upon e property to p trm needed inspections. Lccn/f, 11,1-CJJ Signature Contractor's License No. Date Permit Valuation Permit Fee $ Plan Check Fee $ State Surcharge $ Penalty $ Plumbing Permit Fee $ Mechanical Permit Fee $ Sewer & Water Permit Fee $ Gas Fireplace Permit Fee $ s Your Building Permit When Approved 11- \ 8 ~) Date " Park Support Fee # $ SAC # $ Water Meter Size 5/8"; I"; $ Pressure Reducer $ City SAC and WAC # $ Water Tower Fee # $ Builder's Deposit $ Other $ TOTAL DUE $ (PSg ....~ I ~~~ 0}~~~ l~d+O 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 ''lIled by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be Planning Director ) '- Date Special Conditions, if any _ 24 hour notice (or aU inspections (952) 447.;G50, tax (~52) 441-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 The eenl.. of Ihe L.ke Country White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT / 10 'I,")~ - AN /V CAJ ~ . JJ- 7--3 . APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ?~~~gUG Accepted Accepted With Corrections X, Denied q {2 L Reviewed BY:(r(j. U~ Date: --11- f 8 - 0.3 Comments: 200 a \1-~-ecZ Ql1\AA ~ -~ ''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." \ .. October 31, 2003 Fire Sprinkler Plan Review 16450 Anna Trail SE Prior Lake MN Fire-Guard Sprinkler Service 1. All materials are to be installed per the listing 2. It is the responsibility of the fire sprinkler contractor to flush all water supplies, mains and branch lines to insure trouble free operation. 3. All control valves shall be monitored and protected against tampering. 4. All concealed combustible areas shall be protected. Check and identify any concealed spaces in the existing building above drop ceiling. 5. Separate permits are required for the fire alarm system. 6. All sprinkler head locations shall be field verified 7. Provide fire caulk at rated assemblies. Submit cut sheets of fire caulk system for approval before inspection. 8. Provide frost protection for sprinkler riser and all of the wet system ,. . . Fi re Protecti on by Computer Oesi gn FIRE-GUARD SPRINKLER 2055 White Bear Avenue Suite C Maplewood MN 55109 651-748-9499 Job Name Building Location System Contract Data File DIGGER'S POLARIS 'POLE BARN' POLARIS DEALERSHIP 16450 ANNA TRAIL SE PRIOR LAKE. MN 55372 DRY 192023 0319-1.WX1 Compute~ Prog~ams by Hjdratec Inc. Route 111 Windham N.H. USA 03087 ~'ompany Name JGER'S POLARIS 'POLE BARN' Page 2 Date 080503 Hydraulic Design Information Sheet Name - DIGGER'S POLARIS 'POLE BARN' Location - 16450 ANNA TRAIL SE PRIOR LAKE. MN Building - POLARIS DEALERSHIP Contractor - FIRE-GUARD SPRINKLER SERVICE Calculated By - DAN HALEY (MN #DC10009) Construction: (X) Combustible () Non-Combustible Occupancy - POLE BARN Date - 080503 55372 System No. - DRY Contract No. - Drawing No. - 2 of 2 Ceiling Height - 4/12 PIT S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Lt. Haz. NFPA 231C Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 () Ex.Haz. ( ) Figure Curve Made By Date D E S I G N Area of Sprinkler Operation - 2.535 Density - 0.20 Area Per Sprinkler - 100 Elevation at Highest Outlet - 29.67 Hose Allowance - Inside - 0 Rack Sprinkler Allowance - N/A Hose Allowance - Outside - 250 System Type ( ) Wet (X) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make RELIABLE Mode 1 Fl Size 1/2" K-Factor 5.6 Temp.Rat.212 Note REMOTE ADJUSTED +30% FOR DRY SYSTEM & +30% FOR 4"/12" PITCH Flow Required - 920.57 Press Required -~ 6" CITY MAIN C-Factor Used: 100 Overhead 140 Underground Calculation Summary W A T E R S U P P L Y Water Flow Test: Date of Test - 2002 Time of Test Static Press - 75 Residual Press - 74 Flow - 1520 Elevation - 3 Pump Data: Rated Cap.- @ Press Elev. Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - HWY. 13 & FRANKLIN AVE. S.E. (ACROSS HWY. 13 FROM SITE) Source of Information - CITY PUBLIC UTILITIES C o M M Commodity N/A Storage Ht. Storage Method: Solid Piled Class Area % Location Aisle W. Palletized % Rack S T o R A G E R A C K Single Row Double Row Mul t. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Compute~ Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Your Company Name DIGGER'S POLARIS 'POLE BARN' Page 3 Date 080503 Pump Data: City Water Supply: CI-Static Pressure: 75 PSI C2-Residual Pressure: 74 PSI C2-Residual Flow: 1520 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1-E1evation: 11. 551 PSI D2-System Flow:670.57 GPM D2-System Pressure: 65.939 PSI Hose ( Adj City ):0 GPM Hose ( Demand) :250 GPM D3-System Demand:920.57 GPM Safety Margin: 8.665 PSI - :- ..1 C2 ~" ~~ - '- f ~ n1 J ~ :- - / '- ~, -/ ~ 1 .1. I I I I 1 I 1 I 200 400 800 1200 1400 FLOW ( N ^ 1.85 ) 1600 1800 600 1000 ~omputer Programs by Hydratec Inc. Route III Windham N.H. USA 0308/ Your Company Name Page 4 DIGGER'S POLARIS 'POLE BARN' Date 080503 126 __ ,~. ~ r) 127 S9.32 138 < < 123 ~tJ.31 124 57.47 125 87.61 137 < < < ~ 333.52 120 ~K. 14 121 57.13 122 87.10 136 < < < 109 ~O.(lO 110 41.15 111 63.51 112 87.17 133 < < < < l' 15.40 105 2i,.00 106 41.16 107 63.51 108 87.18 132 < < < < l' 102.58 131 190.12 130 1 YO . 1 ~ 140 190.1~ 139 < < < l' 102.58 101 20.10 102 41.34 103 63.79 104 87.54 131 102.58 132 15.40 133 71.77 134 71.77 113 96.66 114 120.83 115 144.40 116 < < < < > > < < < < < Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 Your Company Name DIGGER'S POLARIS 'POLE BARN' Page 5 Date 080503 116 1~7.4~ 117 < 19:'.08 118 :'18.36 119 < < Computer Programs by Hydratec Inc. 246.42 135 < Route 111 246.42 136 333.5:' 137 < < 421.13 138 < Windham N.H. USA 03087 480.45 139 < 670.57 DPV 670.57 TEE < < 670.5-1 BASE < Your Company Name DIGGER'S POLARIS 'POLE BARN' Page 6 Date 080503 BASE 670.57 HOSE 770.57 TEST < < Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ "IT',pany Name .~ER'S POLARIS 'POLE BARN' Page 7 Date 080503 Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ':ompany Name Page 8 -JGER'S POLARIS 'POLE BARN' Date 080503 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 ~ 1/2 3 3 1/2 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 0 9.5 17 28 E ~ 2 2 3 4 5 6 7 8 10 F 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 v 3.5 4.3 5 6.8 w 10.3 x 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 "" <-"- Z 2 2 " 3 4 5 6 7 8 10 <- 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 c 1 1 1 1 1 1 1 1 1 1 0 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 v 8.5 10 13 w 13.1 31. 8 35.8 27.4 x 21 25 33 y z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~"Jrnpany Name Page 9 ....,....1'"") l {.... POLARIS 'POLE BARN' Date 080503 ....n...Jt..r\ ~ Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 126 29.67 5.6 27.28 na 29.25 .2 100 7 127 26.3 5.6 28.84 na 30.07 .2 100 7 123 29.67 5.6 25.56 na 28.31 .2 100 7 124 26.3 5.6 27.12 na 29.16 .2 100 7 125 22.91 5.6 28.96 na 30.13 .2 100 7 120 29.67 5.6 25.25 na 28.14 .2 100 7 121 26.3 5.6 26.81 na 28.99 .2 100 7 122 22.91 5.6 28.64 na 29.97 .2 100 7 109 29.67 5.6 12.76 na 20 .2 100 7 110 26.3 5.6 14.27 na 21.15 .2 100 7 111 22.91 5.6 15.93 na 22.35 .2 100 7 112 19.5 5.6 17.86 na 23.66 .2 100 7 105 29.67 5.6 12.76 na 20 .2 100 7 106 26.3 5.6 14.27 na 21.15 .2 100 7 107 22.91 5.6 15.94 na 22.36 .2 100 7 108 19.5 5.6 17 .86 na 23.67 .2 100 7 131 16.33 20.93 na 130 16.33 28.64 na 140 16.33 44.61 na 101 29.67 5.6 12.88 na 20.1 .2 100 7 102 26.3 5.6 14.39 na 21.24 .2 100 7 103 22.91 5.6 16.06 na 22.44 .2 100 7 104 19.5 5.6 17.99 na 23.75 .2 100 7 131 16.33 20.93 na 132 16.33 20.79 na 133 16.33 20.78 na 134 16.33 20.88 na 113 19.5 5.6 19.76 na 24.89 .2 100 7 114 22.91 5.6 18.64 na 24.18 .2 100 7 115 26.3 5.6 17.71 na 23.57 .2 100 7 116 29.67 5.6 17 na 23.09 .2 100 7 117 29.67 5.6 19.29 na 24.59 .2 100 7 118 26.3 5.6 22.02 na 26.28 .2 100 7 119 22.91 5.6 25.1 na 28.06 .2 100 7 135 16.33 33.65 na 136 16.33 33.84 na 137 16.33 34.18 na 138 16.33 34.71 na 139 16.33 44.96 na DPV 8 54.13 na TEE 4.5 57.31 na BASE 1 62.12 na HOSE 0 63.19 na 100 TEST 3 65.94 na 150 The maximum velocity is 15.09 and it occurs in the pipe between nodes TEE and BASE Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ')mpany Name Page 10 ..~ER' .:3 POLARIS 'POLE BARN' Date 080503 Hyd. Qa Dia. Fi tting Pipe Pt Pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 126 29.25 2.203 10.670 27.277 K Factor = 5.6 to 100 1.460 127 29.25 0.0099 10.670 0.106 Vel = 2.462 127 30.07 2.203 IE 4.867 27.500 28.842 K Factor = 5.6 to 100 IT 9.734 14.607 4.318 138 59.32 0.0367 42.107 1. 547 Vel = 4.993 59.32 34.707 K Factor 10.07 123 28.31 2.203 10.670 25.559 K Factor 5.6 to 100 1. 460 124 28.31 0.0094 10.670 0.100 Vel = 2.383 124 29.16 2.203 10.670 27.118 K Factor = 5.6 to 100 1. 468 125 57.47 0.0347 10.670 0.370 Vel = 4.837 125 30.14 2.203 IE 4.867 16.830 28.956 K Factor = 5.6 to 100 IT 9.734 14.607 2.850 137 87.61 0.0756 31.437 2.376 Vel = 7.374 87.61 34.182 K Factor 14.98 120 28.14 2.203 10.670 25.248 K Factor 5.6 to 100 1. 460 121 28.14 0.0093 10.670 0.099 Vel = 2.369 121 28.99 2.203 10.670 26.807 K Factor = 5.6 to 100 1. 468 122 57.13 0.0343 10.670 0.366 Vel = 4.809 122 29.97 2.203 IE 4.867 16.830 28.640 K Factor = 5.6 to 100 IT 9.734 14.607 2.850 136 87.10 0.0748 31.437 2.350 Vel = 7.331 87.10 33.840 K Factor 14.97 109 20.00 2.203 10.670 12.755 K Factor 5.6 to 100 1.460 110 20.00 0.0049 10.670 0.052 Vel = 1. 683 110 21.15 2.203 10.670 14.267 K Factor = 5.6 to 100 1.468 111 41.15 0.0187 10.670 0.199 Vel = 3.464 III 22.36 2.203 10.670 15.935 K Factor = 5.6 to 100 1.477 112 63.51 0.0417 10.670 0.445 Vel = 5.346 112 23.66 2.203 IE 4.867 6.170 17.856 K Factor = 5.6 to 100 IT 9.734 14.607 1.373 133 87.17 0.0749 20.777 1. 556 Vel = 7.337 87.17 20.785 K Factor 19.12 105 20.00 2.203 10.670 12.759 K Factor 5.6 to 100 1.460 106 20.00 0.0049 10.670 0.052 Vel = 1. 683 Computer Programs by Hydratec Inc. Route III Windham N.H. OSA 03087 ,)il1pany Name Page ' , ...... ~ .-,...... , ,-' POLARIS '?OL2 BARN' Date 080503 .)u.z:.:-\ ..J Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 106 21.16 2.203 10.670 14.271 K Factor = 5.6 to 100 1. 468 107 41.16 0.0187 10.670 0.199 Vel = 3.464 107 22.35 2.203 10.670 15.938 K Factor = 5.6 to 100 1. 477 108 63.51 0.0417 10.670 0.445 Vel = 5.346 108 23.67 2.203 1E 4.867 6.170 17.860 K Factor = 5.6 to 100 1T 9.734 14.607 1.373 132 87.18 0.0749 20.777 1. 556 Vel = 7.338 87.18 20.789 K Factor = 19.12 131 190.12 3.314 21 5.195 154.000 20.927 to 100 1J 13.508 23.909 130 190.12 0.0434 177.909 7.717 Vel 7.072 130 2.703 61 6.655 84.500 28.644 to 100 1J 11. 980 51.935 140 190.12 0.1170 136.435 15.965 Vel 10.630 140 4.31 1J 15.915 13.000 44.609 to 100 15.922 139 190.12 0.0121 28.922 0.349 Vel = 4.181 190.12 44.958 K Factor 28.35 101 20.10 2.203 10.670 12.880 K Factor 5.6 to 100 1. 460 102 20.10 0.0050 10.670 0.053 Vel = 1. 692 102 21. 24 2.203 10.670 14.392 K Factor = 5.6 to 100 1. 468 103 41.34 0.0188 10.670 0.201 Vel = 3.480 103 22.45 2.203 10.670 16.062 K Factor = 5.6 to 100 1.477 104 63.79 0.0420 10.670 0.448 Vel = 5.369 104 23.75 2.203 1E 4.867 6.170 17.987 K Factor = 5.6 to 100 IT 9.734 14.607 1.373 131 87.54 0.0755 20.777 1.568 Vel = 7.368 131 -190.12 3.314 10.000 20.927 to 100 132 -102.58 -0.0139 10.000 -0.139 Vel -3.815 132 87.18 3.314 10.000 20.789 to 100 133 -15.40 -0.0004 10.000 -0.004 Vel -0.573 133 87.17 3.314 1I 5.195 8.330 20.785 to 100 5.198 134 71.77 0.0072 13.528 0.097 Vel 2.669 134 2.703 1I 6.655 6.170 20.881 to 100 6.658 -1.373 113 71. 77 0.0193 12.828 0.248 Vel 4.013 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <._:::;--.;:any Name Page ' ~ JGER'S 20LARIS 'POLE BARN' Date 080503 Hyd. Qa Dia. Fi tting Pipe pt Pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 113 24.89 2.703 10.670 19.756 K Factor = 5.6 to 100 -1.477 114 96.66 0.0335 10.670 0.357 Vel = 5.404 114 24.17 2.703 10.670 18.636 K Factor = 5.6 to 100 -1.468 115 120.83 0.0506 10.670 0.540 Vel = 6.756 115 23.57 2.703 10.670 17.708 K Factor = 5.6 to 100 -1. 460 116 144.40 0.0704 10.670 0.751 Vel = 8.074 116 23.09 2.703 21 6.655 11.420 16.999 K Factor = 5.6 to 100 13.317 117 167.49 0.0926 24.737 2.290 Vel = 9.365 117 24.59 2.703 10.670 19.289 K Factor = 5.6 to 100 1. 460 118 - 192.08 0.1192 10.670 1.272 Vel = 10.739 118 26.28 2.703 10.670 22.021 K Factor = 5.6 to 100 1.468 119 218.36 0.1512 10.670 1. 613 Vel = 12.209 119 28.06 2.703 21 6.655 16.830 25.102 K Factor = 5.6 to 100 13.317 2.850 135 246.42 0.1891 30.147 5.700 Vel = 13.778 135 4.31 9.670 33.652 to 100 136 246.42 0.0194 9.670 0.188 Vel 5.419 136 87.10 4.31 10.000 33.841 to 100 137 333.52 0.0341 10.000 0.341 Vel 7.334 137 87.61 4.31 10.000 34.182 to 100 138 421.13 0.0525 10.000 0.525 Vel 9.261 138 59.32 4.31 1J 15.915 137.000 34.707 to 100 15.922 139 480.45 0.0670 152.922 10.251 Vel 10.565 139 190.12 4.31 11 6.963 10.000 44.958 to 100 10 27 . 851 34.829 3.608 DPV 670.57 0.1242 44.829 5.568 Vel 14.746 DPV 4.31 1B 16.724 2.000 54.133 to 120 16.724 1.516 TEE 670.57 0.0887 18.724 1. 660 Vel 14.746 TEE 4.26 1G 2.633 3.500 57.309 to 120 IS 28.968 31. 601 1.516 BASE 670.57 0.0938 35.101 3.294 Vel 15.094 BASE 6.16 IE 20.084 30.000 62.119 to 140 1G 4.304 24.388 0.433 HOSE 670.57 0.0117 54.388 0.637 Vel = 7.219 HOSE 100.00 6.16 2F 10.042 180.000 63.188 Qa = 100 to 140 IE 20.084 87.509 -1.299 TEST 770.57 0.0151 IT 43.037 267.509 4.050 Vel = 8.295 IG 4.304 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 ')IT'pany Narr,e ,~ER'S POLARIS 'POLE BARN' Page 13 Date 080503 Hyd. Qa Dia. Fitting Ref. "e" or Point Qt Pf/UL Eqv. Ln. 150.00 920.57 Pipe Ftng's Total Pt Pe Pf Pt Pv Pn ******* Notes ****** 65.939 Qa = 150.00 K Factor = 113.37 Computer Programs by Hydratec Inc. Route 111 Windham N.P.. USA 03087 II - - Fire Protection by Computer Design FIRE-GUARD SPRINKLER 2055 White Bear Avenue Suite C Maplewood MN 55109 651-748-9499 Job Name Building Location System Contract Data File DIGGER'S POLARIS 'ATTIC' POLARIS DEALERSHIP 16450 ANNA TRAIL SE PRIOR LAKE. MN 55372 DRY 192023 0319-2.WXl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . :,cmpany Name ,GER'S POLARIS 'ATTIC' Page 2 Date 080503 Hydraulic Design Information Sheet Name - DIGGER'S POLARIS 'ATTIC' Location - 16450 ANNA TRAIL SE Building - POLARIS DEALERSHIP (""",t-n,..t-"Y' - lCIPE-GrTZiP'=' c:poINKLEP SEpuIr'E Date - 080503 PRIOR LAKE. MN 55372 System No. - DRY C0!:.t:!:"~C"t No. Calculated By - DAN HALEY (MN #OC10009) Construction: (X) Combustible () Non-Combustible Occupancy - UNUSED ATTIC ABOVE SALES FLOOR Drawing No. - 2 of 2 Ceiling Height - 19-6 S Y S T E M D E S I G N (X) NFPA ( ) NFPA Other Specific 13 (X) Lt. Haz. 231 ( ) NFPA 231C Ord.Haz.Gp. ( ) Figure ( ) 1 ( ) 2 ( ) 3 Curve ( ) Ex . Ha z . Made By Date Ruling System Type ( ) Wet (X) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make RELIABLE Mode 1 Fl Size 1/2" K-Factor 5.6 Temp.Rat.212 Area of Sprinkler Operation - 1. 950 Density - 0.10 Area Per Sprinkler - 130 Elevation at Highest Outlet - 18-6 Hose Allowance - Inside - 0 Rack Sprinkler Allowance - N/A Hose Allowance - Outside - 100 Note REMOTE AREA ADJUSTED +30% FOR DRY SYSTEM Calculation Summary Flow Required - 445.98 Press Required - 61.89 C-Factor Used: 100 Overhead 140 6" CITY MAIN Underground W A T E R S U P P L Y Water Flow Test: Date of Test - 2002 Time of Test Static Press - 75 Residual Press - 74 Flow - 1520 Elevation - 3 Pump Data: Rated Cap.- @ Press Elev. Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - HWY. 13 & FRANKLIN AVE. S.E. (ACROSS HWY. 13 FROM SITE) Source of Information - CITY PUBLIC UTILITIES C o M M Commodity N/A Storage Ht. Storage Method: Solid Piled Class Area % Location Aisle W. Palletized % Rack S T o R A G E R A C K Single Row Double Row Mul t. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Your Company Name DIGGER'S POLARIS 'ATTIC' Page 3 Date 080503 City Water Supply: C1-Static Pressure: 75 PSI C2-Residual Pressure: 74 PSI C2-Residual Flow: 1520 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 Pump Data: :- DI-Elevation: 6.713 PSI D2-System Flow:345.98 GPM D2-System Pressure: 61.891 PSI Hose ( Adj City ) : 0 GPM Hose ( Demand ): 100 GPM D3-System Demand:445.98 GPM Safety Margin: 13.005 PSI 1-.1 C2 D2 . --€) r D3 M ~ 1 .1. .1 I 1 I I 1 I I 200 400 600 800 1000 u 1200 1400 FLOW ( N ^ 1.85 ) 1600 1800 CUllIputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03081 Your Company Name Page 4 DIGGER'S POLARIS 'ATTIC' Date 080503 218 ~:l. ~ 1 219 47.9t:- 224 < < 216 ~3.13 217 46.60 224 , < < J., 251.42 214 19.05 215 38.38 223 < < J., 53.69 211 17.50 212 35.21 213 53.69 223 < < < ~ 159.35 209 16.83 210 33.91 222 < < J., 47.31:l ~ 159.35 206 15.44 207 31.07 208 4"1. :W 222 < < < 130 153.21 134 153.21 135 153.21 139 < < < 204 16.16 205 32.57 221 < < J., 45.49 201 14.1:l2 202 29.82 203 4!). 49 221 -/8.05 222 1 ~)Y. ~~ 223 L51.4? 224 343.98 130 192. TI 140 In.n 139 345 . 98 OPV 345.98 TEE < < < < < < < < < < < Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Your Company Name DIGGER'S POLARIS 'ATTIC' Page 5 Date 080503 TEE j4~).9H BASE 345.98 HOSE < 445. 98 TEST < < Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0r..pany Name iR'S POLARIS 'ATTIC' Page 6 Date 080503 E'itting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. ROl.:te 111 Windham N.H. USA 03087 0rnpany Name Page 7 .t:R'S POLARIS 'ATTIC' Date 080503 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 D 9.5 17 28 E ., 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R J 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 v 3.5 4.3 5 6.8 w 10.3 x 8.5 10.8 13 16 y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 v 8.5 10 13 w 13.1 31. 8 35.8 27.4 X 21 25 33 y Z 12 14 18 22 27 35 40 45 50 61 Compute~ P~ograms by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ompany Name Page 8 ,SR'S POLARIS 'ATTIC' Date 080503 Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 218 18.5 5.6 18.07 na 23.81 .1 130 7 219 18.5 5.6 18.61 na 24.15 .1 130 7 216 18.5 5.6 17 .06 na 23.13 .10 130 7 217 18.5 5.6 17.57 na 23.47 .10 130 7 214 18.5 5.6 11. 57 na 19.05 .1 130 7 215 18.5 5.6 11. 92 na 19.33 .1 130 7 211 18.5 5.6 9.76 na 17.5 .10 130 7 212 18.5 5.6 10 na 17.71 .10 130 7 213 18.5 5.6 10.89 na 18.48 .10 130 7 209 18.5 5.6 9.03 na 16.83 .1 130 7 210 18.5 5.6 9.31 na 17 .09 .1 130 7 206 18.5 5.6 7.6 na 15.44 .10 130 7 207 18.5 5.6 7.79 na 15.63 .10 130 7 208 18.5 5.6 8.49 na 16.32 .10 130 7 130 16.33 34.63 na 134 16.33 40.39 na 135 16.33 49.89 na 204 18.5 5.6 8.32 na 16.16 .1 130 7 205 18.5 5.6 8.59 na 16.41 .1 130 7 201 18.5 5.6 7 na 14.82 .10 130 7 202 18.5 5.6 7.18 na 15 .10 130 7 203 18.5 5.6 7.83 na 15.67 .10 130 7 221 18.5 9.47 na 222 18.5 10.27 na 223 18.5 13.12 na 224 18.5 20.03 na 130 16.33 34.63 na 140 16.33 51. 01 na 139 16.33 51. 36 na DPV 8 56.61 na TEE 4.5 58.61 na BASE 1 61.1 na HOSE 0 61.72 na 100 TEST 3 61.89 na The maximum velocity is 21.16 and it occurs in the pipe between nodes 223 and 224 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ompany Name Page 9 JE:R'S POLARIS 'ATTIC' Date 080503 Hyd. Qa Dia. Fi tting Pipe Pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf!UL Eqv. Ln. Total Pf Pn 218 23.81 1.442 10.000 18.071 K Factor = 5.6 to 100 219 23.81 0.0535 10.000 0.535 Vel = 4.678 219 24.15 1.442 IT 5.304 2.000 18.605 K Factor = 5.6 to 100 5.306 224 47.96 0.1953 7.306 1. 427 Vel = 9.422 47.96 20.032 K Factor 10.72 216 23.13 1.442 10.000 17.061 K Factor 5.6 to 100 217 23.13 0.0507 10.000 0.507 Vel = 4.544 217 23.47 1.442 IT 5.304 8.000 17 . 568 K Factor = 5.6 to 100 5.306 224 46.60 0.1851 13.306 2.463 Vel = 9.155 46.60 20.031 K Factor 10.41 214 19.05 1. 442 10.000 11. 567 K Factor 5.6 to 100 215 19.05 0.0354 10.000 0.354 Vel = 3.742 215 19.33 1.442 1T 5.304 4.000 11 . 921 K Factor = 5.6 to 100 5.306 223 38.38 0.1293 9.306 1. 203 Vel = 7.540 38.38 13 .124 K Factor 10.59 211 17.50 1.442 8.000 9.762 K Factor 5.6 to 100 212 17.50 0.0303 8.000 0.242 Vel = 3.438 212 17.71 1.442 8.000 10.004 K Factor = 5.6 to 100 213 35.21 0.1103 8.000 0.882 Vel = 6.917 213 18.48 1. 442 1T 5.304 4.000 10.886 K Factor = 5.6 to 100 5.306 223 53.69 0.2406 9.306 2.239 Vel = 10.548 53.69 13 .125 K Factor 14.82 209 16.83 1.442 10.000 9.029 K Factor 5.6 to 100 210 16.83 0.0281 10.000 0.281 Vel = 3.306 210 17.08 1.442 IT 5.304 4.000 9.310 K Factor = 5.6 to 100 5.306 222 33.91 0.1028 9.306 0.957 Vel = 6.662 33.91 10.267 K Factor 10.58 206 15.44 1.442 8.000 7.599 K Factor 5.6 to 100 207 15.44 0.0240 8.000 0.192 Vel = 3.033 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~crnpany Name Page :1.0 r"''''''' ....... POLARIS 'ATTIC' Date 080503 "C,r\ .;) Hyd. Qa Dia. Fitting Pipe Pt pt Ref. "C" or Ftng's Pe Pv ******* Notes *****--- Point Qt Pf/UL Eqv. Ln. Total Pf Pn 207 15.63 1.442 8.000 7.791 K Factor = 5.6 to 100 208 31.07 0.0875 8.000 0.700 Vel = 6.104 208 16.31 1.442 IT 5.304 4.000 8.490 K Factor = 5.6 to 100 5.306 222 47.38 0.1910 9.306 1.777 Vel = 9.308 47.38 10.267 K Factor = 14.79 130 153.21 3.314 31 5.195 182.330 34.628 to 100 15.593 134 153.21 0.0291 197.923 5.758 Vel 5.699 134 2.703 51 6.655 87.750 40.386 to 100 33.291 135 153.21 0.0785 121.041 9.501 Vel 8.566 135 4.31 1J 15.915 166.670 49.887 to 100 15.922 139 153.21 0.0081 182.592 1.477 Vel = 3.369 153.21 51. 364 K Factor 21.38 204 16.16 1.442 10.000 8.325 K Factor 5.6 to 100 205 16.16 0.0261 10.000 0.261 Vel = 3.175 205 16.41 1.442 1T 5.304 4.000 8.586 K Factor = 5.6 to 100 5.306 221 32.57 0.0954 9.306 0.888 Vel = 6.398 32.57 9.474 K Factor 10.58 201 14.82 1.442 8.000 7.000 K Factor 5.6 to 100 202 14.82 0.0223 8.000 0.178 Vel = 2.911 202 15.00 1.442 8.000 7.178 K Factor = 5.6 to 100 203 29.82 0.0810 8.000 0.648 Vel = 5.858 203 15.67 1. 442 1T 5.304 4. 000 7.826 K Factor = 5.6 to 100 5.306 221 45.49 0.1771 9.306 1. 648 Vel = 8.937 221 32.56 2.203 13.000 9.474 to 100 222 78.05 0.0610 13.000 0.793 Vel 6.570 222 81.30 2.203 12.500 10.267 to 100 223 159.35 0.2286 12.500 2.857 Vel 13.413 223 92.07 2.203 13.000 13.124 to 100 224 251.42 0.5314 13.000 6.908 Vel 21.162 224 94.56 2.703 21 6.655 13.250 20.032 to 100 1J 11. 980 25.302 0.940 130 345.98 0.3542 38.552 13.657 VeJ. 19.344 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,:mpany Name Page i; -~ ......., ... POLARIS 'ATT:;:C' Date 080503 .:...", 0 dyd. Qa Dia. Fitting Pipe pt Pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 130 -153.21 2.703 6I 6.655 84.500 34.628 to 100 1J 11. 980 51. 935 140 192.77 0.1200 136.435 16.379 Vel 10.778 140 4.31 1J 15.915 13.000 51. 007 to 100 15.922 139 192.77 0.0124 28.922 0.358 Vel 4.239 139 153.21 4.31 II 6.963 10.000 51. 365 to 100 10 27.851 34.829 3.608 OPV 345.98 0.0365 44.829 1.637 Vel 7.608 OPV 4.31 1B 16.724 2.000 56.610 to 120 16.724 1.516 TEE 345.98 0.0261 18.724 0.488 Vel 7.608 TEE 4.26 1G 2.633 3.500 58.613 to 120 1S 28.968 31. 601 1. 516 BASE 345.98 0.0276 35.101 0.968 Vel 7.788 BASE 6.16 IE 20.084 30.000 61. 097 to 140 1G 4.304 24.388 0.433 HOSE 345.98 0.0034 54.388 0.187 Vel = 3.725 HOSE 100.00 6.16 2F 10.042 180.000 61. 718 Qa = 100 to 140 1E 20.084 87.509 -1.299 TEST 445.98 0.0055 IT 43.037 267.509 1.473 Vel = 4.801 1G 4.304 445.98 61.892 K Factor 56.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 III _ . Fire Protection by Computer Design FIRE-GUARD SPRINKLER 2055 White Bear Avenue Suite C Maplewood MN 55109 651-748-9499 Job Name Building Location System Contract Data File DIGGER'S POLARIS 'SALES FLOO POLARIS DEALERSHIP 16450 ANNA TRAIL SE PRIOR LAKE. MN 55372 WET 192023 0319-3.WX1 Comp~t~~ ~rog~ams by Hydratec Inc. Route 111 Windham N.H. USA 03087 '::".S:-'l:lj Name ~Z'3 ?OLARIS 'SALES FLOO Page -., Date 080503 Hydraulic Design Information Sheet Date - 080503 Name - DIGGER'S POLARIS 'SALES' Location - 16450 ANNA TRAIL SE PRIOR LAKE. MN Building - POLARIS DEALERSHIP Contractor - FIRE-GUARD SPRINKLER SERVICE Calculated By - DAN HALEY (MN #DC10009) Construction: (X) Combustible () Non-Combustible Occupancy - SALES FLOOR 55372 System No. - WET Contract No. - Drawing No. - 2 of 2 Ceiling Height - 12-0 S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Lt. Haz. NFPA 231C Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 () Ex.Haz. ( ) Figure Curve Made By Date o E S I G N Area of Sprinkler Operation - 945 Density - 0.20 Area Per Sprinkler - 120 Elevation at Highest Outlet - 11-6 Hose Allowance - Inside - 0 Rack Sprinkler Allowance - N/A Hose Allowance - Outside - 250 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make RELIABLE Mode 1 Fl FR Size 1/2" K-Factor 5.6 Temp.Rat.155 Note REMOTE AREA ADJUSTED FOR "QUICK RESPONSE" per NFPA13 '99 7-2.3.2.4 Calculation Summary Flow Required - 443.46 Press Required - 64.14 C-Factor Used: 120 Overhead 140 6" CITY MAIN Underground W A T E R S U P P L Y C 0 M M S R T A 0 C R K A G E Water Flow Test: Date of Test - 2002 Time of Test Static Press Residual Press Flow Elevation Pump Data: Tank or Reservoir: Cap. - Elev.- Well Proof Flow - 75 - 74 - 1520 - 3 Rated Cap.- @ Press Elev. Location - HWY. 13 & FRANKLIN AVE. S.E. (ACROSS HWY. 13 FROM SITE) Source of Information - CITY PUBLIC UTILITIES Commodity N/A Storage Ht. Storage Method: Class Area % Location Aisle W. Palletized % Rack Solid Piled Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Comput~r ?rcgrams by Hydratec Inc. Route 111 Windham N.H. USA 03087 Your Company Name DIGGER'S POLARIS 'SALES FLOO Page 3 Date 080503 City Water Supply: CI-Static Pressure: 75 PSI C2-Residual Pressure: 74 PSI C2-Residual Flow: 1520 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 Pump Data: D1-Elevation: 3.681 PSI D2-System Flow:193.46 GPM D2-System Pressure: 64.143 PSI Hose ( Adj City ): 0 GPM Hose ( Demand) :250 GPM D3-System Demand:443.46 GPM Safety Margin: 10.755 PSI p C2 02 [JJ . 11 .1 I I I I I I I 200 400 600 800 1000 1200 1400 FLOW ( N ^ 1.85 ) 1600 1800 Cunvuter Programs by Hydratec Inc. Route 111 Windham N.H. USA 03081 Your Company Name nIGGER'S POLARIS 'SALES FLOO Page 4 Date 080503 0001 ~?.:{ . \~: () EQ01 < 305 23.H4 306 47.77 307 72.02 308 97.16 312 < < < < ,J, 96.30 301 23."6 302 47.41 303 71.41 304 96.30 311 96.30 312 193.4C TOR TEE 193.46 BASE 193.4C HOSE 293.4C TEST < < < < < < < < < Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 cmpany Name ,~R'S POLARIS 'SALES FLOO Page 5 Date 080503 Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o p Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _~)mpany Name Page 6 __.:..R ' ~) POLARIS 'SALES EOO Date 080503 Unadjusted Fittings Table 1/2 3/4 , 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 ... .Il. 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E -, 2 ., 3 4 5 6 7 8 10 L F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 v 3.5 4.3 5 6.8 w 10.3 X 8.5 10.8 13 16 y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z ., 2 ., 3 4 5 6 7 8 10 L 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 y Z 12 14 18 22 27 35 40 45 50 61 Compute~ Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,)m;:,any Name Page 7 .~t\ 'S POLARIS 'SALES FLOG Date 080503 Node Elevation K-Fact pt pn Flow Density Area Press No. Actual Actual Added Req. Req. DOOl 11 5.6 18.37 na 24 .2 120 7 305 11.5 5.6 18.12 na 23.84 .20 105 7 306 11.5 5.6 18.26 na 23.93 .20 105 7 307 11. 5 K = K @ EQ01 19.54 na 24.25 308 11.5 K = K @ EQOl 21. 01 na 25.15 301 11. 5 5.6 17.85 na 23.66 .20 105 7 302 11.5 5.6 17.99 na 23.75 .20 105 7 303 11.5 K K @ EQ01 19.13 na 24 304 11.5 K = K @ EQ01 20.58 na 24.89 311 11.5 33.64 na 312 11.5 34.28 na TOR 8.92 55.92 na T2 4.5 62.15 na TEE 4.5 62.42 na BASE 1 64.27 na HOSE 0 64.76 na 100 TEST 3 64.14 na 150 The maximum velocity is 16.28 and it occurs in the pipe between nodes 312 and TOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .'ompany Name Page 8 _,C:R'S POLARIS 'SALES FLOO Date 080503 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf!UL Eqv. Ln. Total Pf Pn DOOl 24.00 1.104 IT 6.413 0.500 18.367 K Factor = 5.6 to 120 6.413 -0.217 EQOl 24.00 0.1422 6.913 0.983 Vel = 8.044 24.00 19.133 K Factor 5.49 305 23.84 1.728 8.750 18.120 K Factor 5.6 to 120 306 23.84 0.0159 8.750 0.139 Vel = 3.261 306 23.93 1. 728 21 5.645 11.000 18.258 K Factor = 5.6 to 120 11.290 307 47.77 0.0573 22.290 1.278 Vel = 6.535 307 24.25 1.728 12.000 19.536 K Factor @ node EQ01 to 120 308 72.02 0.1225 12.000 1.470 Vel = 9.853 308 25.14 1.728 IT 11.290 51.000 21.006 K Factor @ node EQOl to 120 11.290 312 97.16 0.2131 62.290 13.277 Vel = 13.292 97.16 34.283 K Factor 16.59 301 23.66 1.728 8.750 17.850 K Factor 5.6 to 120 302 23.66 0.0157 8.750 0.137 Vel = 3.237 302 23.75 1.728 21 5.645 9.000 17.987 K Factor = 5.6 to 120 11.290 303 47.41 0.0565 20.290 1.147 Vel = 6.486 303 24.00 1.728 12.000 19.134 K Factor @ node EQOl to 120 304 71. 41 0.1206 12.000 1.447 Vel = 9.769 304 24.89 1.728 IT 11.290 51.000 20.580 K Factor @ node EQOl to 120 11. 290 311 96.30 0.2097 62.290 13.060 Vel = 13.174 311 2.203 10.000 33.641 to 120 312 96.30 0.0643 10.000 0.643 Vel 8.106 312 97.16 2.203 51 4.774 64.000 34.283 to 120 23.868 1.117 TOR 193.46 0.2335 87.868 20.521 Vel 16.284 TOR 2.203 1B 4.830 55.922 to 120 IT 13.639 13.639 1.914 T2 193.46 0.2335 18.469 4.313 Vel 16.284 T2 4.31 IT 27.874 2.500 62.150 to 120 27.874 TEE 193.46 0.0089 30.374 0.270 Vel 4.254 TEE 4.26 IG 2.633 3.500 62.420 to 120 IS 28.968 31.601 1.516 BASE 193.46 0.0094 35.101 0.330 Vel 4.355 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Company Name Page 9 ,vER'S POLARIS 'SALES FLOO Date 080503 Hyd. Qa Dia. Fitting Pipe pt pt Ref. "en or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn BASE 6.16 IE 20.084 30.000 64.266 to 140 IG 4.304 24.388 0.433 HOSE 193.46 0.0012 54.388 0.064 Vel = 2.083 HOSE 100.00 6.16 2F 10.042 180.000 64.763 Qa = 100 to 140 IE 20.084 87.509 -1.299 TEST 293.46 0.0025 IT 43.037 267.509 0.679 Vel 3.159 IG 4.304 150.00 Qa = 150.00 443.46 64.143 K Factor = 55.37 Compute~ Programs by Hydratec Inc. Route III Windham N.H. uSA 03087 OA TE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED '!-t-or ADDRESS 1M SO Av..fV.J... ~l OWNER CONTR. PHONE NO. PERMIT NO. ?-/C/SS' o FOOTING o FOUNDATION o FRAMING o INSULATION 2!- FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: t. M.4c.~~ ~s.t~l'tA.--#~.J. ~&t-.~ ~ ~l~:~~'. ~r' PcA~ -r ~ ~~ 1\.0 ~\ Itn)rt- -, o WORK SATISFACTORY. PROCEED o CORRECT I AND PROCEED ~RRE LL FOR REINSPECTlON BEFORE COVERING Inspector: OWner/Contr: o FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl