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HomeMy WebLinkAboutBldg Permit 05-0165 & 05-0604 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Date Rec' d 2. 2-3. OS 1- White File I PERMIT NO I ,Pi" c"y . fJ5. 0 /'- ~ 3. Yellow Applicant LI' ~ , e or rint and si at bottom ADDRESS /C-30' Ma.; r\ IJ.II~ S E- ZONING (office use) (;,3 LEGAL DESCRIPTION (ollice use only) LOT BLOCK ADDITION PID 25.062..069.0 OWNER (Name) _V r W (Address) / (.30 (. /lILt{ ~ r\ Ave.. SEE- (Phone) 7'5' ,}.. - .:L :1..'-- "~,, 8 BUILDER (Name)~4.A.1'J W.... rd (Contact Name) A e r f\; <<- (Address) 7f 77 <f5",;JdersJ iVl"A~'''<l1 .J ~tJa 'Tne.. (Phone) (Phone) 95",). -s4L7 0(.. 7 /fcf Go,.. -3'-9 - 53<1./ w /5"0 t4. st. e. TYPE OF WORK D New Construction ORe.Roofing ORe-Siding DLower Level Finish g] Misc. c::....J F=ron.-t- x Signature Permit Valuation Permit Fee Plan Check Fee SAC # # Water Meter State Surcharge Pressure Reducer Penalty Plumbing Permit Fee Mechanical Permit Fee Sewer & Water Permit Fee Gas Fireplace Permit Fee Water Tower Fee Builder's Deposit Other # # TOTAL DUE tNutiJ) .3. Z. oS" &:::B~Uildmg~/;j;;WOVed Building Official ' . Date I Paid Date I ~;ceiPt No. e above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document .tu s mporary Certificate of Zonmg compliance and allows constnlctlon to commence Before occupancy, a Certificate of 0 cu ancy must be '- J III Cl ~ fAJ4..jJU..- ~tivct/.. . Date Special onditions, if any 24 hour notice for all inspections (952) 44 0, fax (952) 447-4245 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Date Rec'd ".27.0':; m~ PIllo", " <! ,.. " - ~ u '" ""NNESO"-" rint and si at bottom) V FliiJ Ib30~ 1/[ LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID 2.:5." 002... 009.0 White Pink Yellow /=j("&,,,//~~ () /":J I PERMIT NO. 05. OlPo4f File City Applicant ZONING (office use) S,E 0..:3 OWNER (Name) Vf-tu oAF\: (Address) (Phone) BUILDER (Company Name) (Contact Name) (Address) /~L 1(2. ~-e . ot. (Phone) qs;.2-tjl.!7--?-T!t6 (Phone) LP..1Uz. M III TYPE OF WORK. 0 New Construction DDeck DPorch ORe-Roofing ORe-Siding DLower Level Finish 0 Fireplace DAddition DAlteration DUtility Connection CODE: DI.R.C. DI.B.C. Type of Construction: Occupancy Group: A B Division: I E II F I III IV V HIM 2 3 4 A R 5 o Misc. B S V f;ro.I:JO PROJECT COST/VALVE $ (excluding land) I hereby certity that I have !i.lrnished mformation on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authoflzed agent for the above-menuoned 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 buildmg :fi"'I" r;:;;Z;iit 2)'(""I/;;'''mo ,.r hmby 'gee, th" 'he "ty Offici;;:: ::n;:'b'y; opon 'h, pmp,ny to pnfotm needcd m':;;:~ 2.7. D.~ Signature Contractor's License No. Date Permit Valuation 500.00 Permit Fee $ zS'". () 0 Plan Check Fee $ If,. 2-5" State Surcharge $ .SlJ Penalty $ Plumbing Permit Fee $ Mechanical Permit Fee $ Sewer & Water Permit Fee $ Gas Fireplace Permit Fee $ This Application Becomes Your Building Permit When Approved Dale BUlldl1l!! Ollicwl Park Support Fee # $ SAC # $ Water Meter Size 5/8"; 1"; $ Pressure Reducer $ Sewer/Water Connection Fee # $ Water Tower Fee # $ Builder's Deposit $ Other $ TOTALDVE $ 1"/.75 Paid Date 4-/. ~S (, .?- . flS- I Reo;t No. 4-~70 ~ By /JpL..- This IS to certify that the request in the above applicallon and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested This document when signed by the City Planner constitutes a temporary Certificate of Zonmg compliance and allows construction to commence Before occupancy, a Certificate of Occupancy must be issued Planning Director Date Special Conditions, if any 24 hour noticc for all inspcctions (952) 447-9850. fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 ~~ White . Building Canarv . Enaine~g ~ . Planning - Ihr ('foln of thr 1.akt('oUntrl BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED //////Cf -/IL U .? 2-'" - ~, .':':,(!:- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: / I -/ / l/ ~.' c /'//-;/ /t/ /. i .:'_- / / -E Accepted V" 91 cI.\ 0 /If) "- Reviewed By: :;. ~ Comments: A rtp,f~r,..~' F" tr.J.b ~ 'fJ~~ ~ () f1V}lJVCd ~ 0,S frAAI - (J . ~~4 3/~/6S' Accepted With Corrections Denied Date: J / I I os-- - fJ.' J.., 1AffdV6-NM-'o ~& l , ~s "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." ~~ Thr Crnlu of th L.b ('ountry <White . Building ~ Canary . Englneenng Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED /1/9//0 W,q '-0 Z 2,3 os- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /&.3::>0 n/9//l/ /lVENUE" 56 Accepted Accepted With Corrections 14 Denied Comments: &-.... L' ~ ~ tl . ~~ 6/ ~ //~, ~~,-~~ "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." PRIOR LAKE. DEPARTMENT OF , BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS '''30. ~~,.. so... . TYPE OF WORK ~. ~Iftu~'t/A_NI#~ USE OF BUILDING ~...I:, t)l'..('~ PERMIT NO. 05".0 /(P5 DATE ISSUED .3/1/ D5 BUILDER MAH~ iUIf4JL...Z'/ilUJIL#,IIlC. PHONE #",,,-,,,,.$'","1 NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE ~a~.l I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED -aI FRAMING I I ""$n\cru~ ...;..,..,~ CItI ""#l-CM~'" I FINAL I ~ I (l~ FOR ALL INSPECTIONS (952) 447-9850 I I I ---------..'...- _.._.._~~_._------_._----_.,-~--,.._-~-< 3104.4 Contents. Only materials and decorations approved by the building official shall be located in the pedestrian walkway. 3104.5 Fire barriers between pedestrian walkways and bnildings. Walkways shall be separated from the interior of the building by fire barrier walls with a fire-resistance rating of not less than 2 hours. This protection shall extend vertically from a point 10 feet (3048 mm) above the walkway roof surface or the connected building roof line, whichever is lower, down to a point 10 feet (3048 mm) below the walkway and horizontally 10 feet (3048 mm) from each side of the pedestrian walkway. Openings within the 10~foot (3048 mm) horizontal extension of the protected walls beyond the walkway shall be equipped with devices providing a 3/4-hour fire protection rating in accordance with Section 715. Exception: The walls separating the pedestrian walkway from a connected building are not required to have a fire-re~ sistance rating by this section where any of the following conditions exist: I. The distance between the connected buildings is more than 10 feet (3048 mm), the pedestrian walkway and connected buildings are equipped throughout with an automatic sprinkler system in accordance with NFPA 13 and the wall is constructed of a tempered, wired or laminated glass wall and doors subject to the follow~ ing: 1.1. The glass shall be protected by an automatic sprinkler system in accordance with NFPA 13 and the sprinkler system shall completely wet the entire surface of interior sides of the glass wall when actuated. 1.2. The glass shall be in a gasketed frame and in~ stalled in such a manner that the framing sys- tem will deflect without breaking (loading) the glass before the sprinkler operates. 1.3. Obstructions shall not be installed between the sprinkler heads and the glass. 2. The distance between the connected buildings is more than 10 feet (3048 mm), and both sidewalls of the pe- destriaJ,l walkway are at least 50 percent open with the open area unifoooly distributed to prevent the accu~ mulation of smoke and toxic gases. 3. Buildings are on the same lot, in accordance with Sec~ tion 503.1.3. 4. Where exterior walls of connected buildings are re- quired by Section 704 to have a fire-resistance rating greater than 2 hours, the walkway shall be equipped throughout with an automatic sprinkler system in- stalled in accordance with NFPA 13. The previous exceptions shall apply to pedestrian walkways having a maximum height above grade of three stories or 40 I feet (12192 mm), or five stories or 55 feet (16 764 mm) where sprinklered. 3104.6 Public way. Pedestrian walkways over a public way shall also comply with Chapter 32. 3104.7 Egress. Access shall be provided at all times to a pedes- trian walkway that serves as a required exit. 2003 INTERNATIONAL BUILDING CODE@ SPECIAL CONSTRUCTION 3104.8 Widtb. The unobstructed width of pedestrian walk- ways shall not beless than 36 inches (914 mm). The total width shall not exceed 30 feet (9144 mm). 3104.9 Exit access travel. The length of exit access travel shall not exceed 200 feet (60 960 mm). Exceptions: 1. Exit access travel distance on a pedestrian walkway equipped throughout with an automatic sprinkler sys~ tern in accordance with NFPA 13 shall not exceed 250 feet (76 200 mm). 2. Exit access travel distance on a pedestrian walkway constructed with both sides at least 50 percent open shall not exceed 300 feet (91 440 mm). 3. Exit access travel distance on a pedestrian walkway constructed with both sides at least 50 percent open, and equipped throughout with an automatic sprinkler system in accordance with NFPA 13, shall not exceed 400 feet (122 m). 3104.10 Tunneled walkway. Separation between the tunneled walkway and the building to which it is connected shall not be less than 2-hour fire-resistant construction and openings therein shall be protected in accordance with Table 715.3. 3104.11 Ventilation. Smoke and heat vents shall be provided for enclosed walkways and tunneled walkways as required for Group F~I occupancies in accordance with Section 910. SECTION 3105 AWNINGS AND CANOPIES 3105.1 General. Awnings or canopies shall comply with the requirements of this section and other applicable sections of this code. 3105.2 Definition. The following teoo shall, for the purposes I of this section and as used elsewhere in this code, have the meaning shown herein. RETRACTABLE AWNING. A retractable awning is a cover I with a frame that retracts against a building or other structure to which it is entirely supported. 3105.3 Design and construction. Awnings and canopies shall be designed and constructed to withstand wind or other lateral loads and live loads as required by Chapter 16 with due allow- ance for shape. open construction and similar features that re- lieve the pressures or loads. Structural members shall be protected to prevent deterioration. Awnings shall have frames of noncombustible material, fire-retardant-treated wood, wood of Type IV size, or I-hour construction with combustible or noncombustible covers and shall be either fixed. retractable, folding or collapsible. 3105.4 Canopy materials. Canopies shall be constructed of a rigid framework with an approved covering, that is flame resis- tant in accordance with NFPA 701 or has a flame spread index not greater than 25 when tested in accordance with ASTM E 84. 557 CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL 3201.1 Scope. The provisions of this chapter shall govern the encroachment of structures into the public right~of~way. 3201.2 Measurement. The projection of any structure or ap~ pendage shall be the distance measured horizontally from the lot line to the outermost point of the projection. 3201.3 Other laws. The provisions of this chapter shall not be construed to permit the violation of other laws or ordinances regulating the use and occupancy of public property. 3201.4 Drainage. Drainage water collected from a roof, awn~ iog, canopy or marquee, and condensate from mechanical equipment shall not flow over a public walking surface. SECTION 3202 ENCROACHMENTS 3202.1 Encroachments below grade. Encroachments below grade shall comply with Sections 3202.1.1 through 3202.1.3. 3202.1.1 Structural support. A part of a building erected below grade that is necessary for structural support of the building or structure shall not project beyond the lot lines, except that the footings of street walls or their supports which are located at least 8 feet (2438 mm) below grade shall not project more than 12 inches (305 mm) beyond the street lot line. 3202.1.2 Vaults and other enclosed spaces. The construc- tion and utilization of vaults and other enclosed space below grade shall be subject to the terms and conditions of the au- thority or legislative body having jurisdiction. 3202.1.3 Areaways. Areaways shall be protected by grates, guards or other approved means. 3202.2 Encroachments above grade and below 8 feet in height. Encroachments into the public right~of-way above grade and below 8 feet (2438 mm) in height shall be prohibited except as provided for in Sections 3202.2.1 through 3202.2.3. Doors and windows shall not open or project into the public right-of-way. 3202.2.1 Steps. Steps shall not project more than 12 inches (305 mm) and shall be guarded by approved devices not less than 3 feet (914 mm) high, or shall be located between col- umns or pilasters. 3202.2.2 Architectural features. Columns or pilasters, in~ cluding bases and moldings shall not project more than 12 inches (305 mm). Belt courses, lintels, sills, architraves, pediments and similar architectural features shall not pro~ ject more than 4 inches (102 mm). 3202.2.3 Awnings. The vertical clearance from the public right-of-way to the lowest part of any awning, including va- lances, shall be 7 feet (2134 mm) minimum. 2003 INTERNATIONAL BUILDING CODE@ 3202.3 Encroachments 8 feet or more above grade. En- croachments 8 feet (2438 mm) or more above grade shall com- ply with Sections 3202.3.1 through 3202.3.4. 3202.3.1 Awnings, canopies, marquees and signs. Awn- ings, canopies, marquees and signs shall be constructed so as to support applicable loads as specified in Chapter 16. Awnings, canopies. marquees and signs with less than 15 feet (4572 mm) clearance above the sidewalk shall not ex- tend into or occupy more than two~thirds the width of the sidewalk measured from the building. Stanchions or col~ umns that support awnings. canopies, marquees and signs shall be located not less than 2 feet (610 mm) in from the curb line. 3202.3.2 Windows, balconies, architectural features and mechanical equipment. Where the vertical clearance above grade to projecting windows, balconies, architectural features or mechanical equipment is more than 8 feet (2438 mm), I inch (25 mm) of encroachment is permitted for each additional I inch (25 mm) of clearance above 8 feet (2438 mm), but the maximum encroachment shall be 4 feet (1219 mm). 3202.3.3 Encroachments 15 feet or more above grade. Encroachments 15 feet (4572 mm) or more above grade shall not be limited. 3202.3.4 Pedestrian walkways. The installation of a pe- destrian walkway over a public right-of-way shall be subject to the approval of local authority having jurisdiction. The vertical clearance from the public right~of~way to the lowest part of a pedestrian walkway shall be 15 feet (4572 mm) minimum. 3202.4 Temporary encroachments. Where allowed by the lo- cal authority having jurisdiction, vestibules and storm enclo- sures shall not be erected for a period of time exceeding 7 months in anyone year and shall not encroach more than 3 feet (914 mm) nor more than one-fourth of the width of the side- walk beyond the street lot line. Temporary entrance awnings shall be erected with a minimum clearance of7 feet (2134 mm) to the lowest portion of the hood or awning where supported on removable steel or other approved noncombustible support. 561 STRUCTURAL DESIGN Such reduction shall not exceed 40 percent for hori- zontal members, 60 percent for vertical members, nor R as detennined by the following equation: R=23.1 (1 +D/Lo) (Equation 16-23) I where: A = Area of floor or roof supported by the mem~ ber, square feet (m'). D = Dead load per square foot (m') of area sup~ ported. La = Unreduced live load per square foot (m') of area supported. R = Reduction in percent. r = Rate of reduction equal to 0.08 percent for floors. 1607.10 Distribution of no or loads. Where uniform floor live loads are involved in the design of structural members arranged so as to create continuity, the minimum applied loads shall be the full dead loads on all spans in combination with the floor live loads on spans selected to produce the greatest effect at each location under consideration. It shall be permitted to reduce floor live loads in accordance with Section 1607.9. 1607.11 Roofloads. The structural supports of roofs and mar~ quees shall be designed to resist wind and, where applicable, snow and earthquake loads, in addition to the dead load of con~ struction and the appropriate live loads as prescribed in this section, or as set forth in Table 1607.1. The live loads acting on a sloping surface shall be assumed to act vertically on the hori~ zontal projection of that surface. 1607.11.1 Distribution of roof loads. Where uniform roof live loads are involved in the design of structural members arranged so as to create continuity, the minimum applied loads shall be the full dead loads on all spans in combination with the roof live loads on adjacent spans or on alternate spans, whichever produces the greatest effect. See Section 1607.11.2 for minimum roof live loads and Section 1608.5 for partial snow loading. 1607.11.2 Minimum roof live loads. Minimum roofloads shall be determined for the specific conditions in accor- dance with Sections 1607.11.2.1 through 1607.11.2.4. 1607.11.2.1 Flat, pitched and curved roofs. Ordinary flat, pitched and curved roofs shall be designed for the live loads specified in the following equation or other controlling combinations of loads in Section 1605, whichever produces the greater load. In structures where special scaffolding is used as a work surface for workers and materials during maintenance and repair operations, a lower roofload than specified in the following equation shall not be used unless approved by the building official. Greenhouses shall be designed for a minimum roof live load of 10 psf (0.479 kN/m'). L, = 20RfR, (Equation 16-24) where: 12 " L, " 20 278 For SI: L, = 0.96 RfR, where: 0.58 " L, " 0.96 L, = Roof live load per square foot (m') of horizontal projection in pounds per square foot (kN/m'). The reduction factors Rf and R, shall be detennined as follows: Rf= I for A, " 200 square feet (18.58 m') (Equation 16-25) Rf = 1.2 - O.OOIA, for 200 square feet < A, < 600 square feet (Equation 16-26) For SI: 1.2 - O.OIlA, for 18.58 square meters < A, < 55.74 square meters Rf = 0.6 for A, ;" 600 square feet (55.74 m') (Equation 16-27) where: A, = Tributary area (span length multiplied by effec- tive width) in square feet (m') supported by any structural member, and F = for a sloped roof, the number ofinches of rise per foot (for SI: F = 0.12 x slope, with slope ex- pressed in percentage points), and F = for an arch or dome, rise-to-span ratio multiplied by 32, and R,= I R, = 1.2-0.05 F R,=0.6 (Equation 16.28) (Equation 16-29) (Equation 16.30) forF,,4 for4<F< 12 forF;" 12 1607,11.2,2 Special-purpose roofs. Roofs used for promenade purposes shall be designed for a minimum live load of 60 psf (2.87 kN/m'). Roofs used for roof gar- dens or assembly purposes shall be designed for a mini- mum live load of 100 psf (4.79 kN/m'). Roofs used for other special purposes shall be designed for appropriate loads, as directed or approved by the building official. 1607.11.2.3 Landscaped roofs. Where roofs are to be landscaped, the uniform design live load in the land- scaped area shall be 20 psf (0.958 kN/m'). The weight of the landscaping materials shall be considered as dead load and shall be computed on the basis of saturation of the soil. 1607,11.2.4 Awnings and canopies. Awnings and cano- pies shall be designed for a uniform live load of 5 sf (0.240 kN/m') as well as for oads and wind 10 as specified i Sections 1608 and 160 1607.12 Crane loads. The crane live load shall be the rated capacity of the crane. Design loads for the runway beams, including connections and support brackets, of moving bridge cranes and monorail cranes shall include the maximum wheel loads of the crane and the vertical impact, lateral and longitudi- nal forces induced by the moving crane. 2003 INTERNATIONAL BUILDING COD'" 7 ~f'Zi'-4.. trr- f: f D tt\. f!<n( ~ ~ ~ ~ TIZU~, ~ ~ ~-. ..""k.fJ6.f.. ~ tv;i..~ r .A({:.'7~ f... ~- >j{ ..~ o--~/ ~J .~. 1- -:.J- (.~,c, ~tm.[;/ .70/ ~ 1&08' (S'u..) -s...-u ~ f 1&,0<( (S'f!c.)(kJ'~P ~) /. li.c , *~ :.a 4 ..~~ ~, ::.~~~\ CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS J ~ 30CD VVta,' V\ OWNER JLE.!JJ CONTR. ~ TIME PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: <t) C)--I ~'J . o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o ~i~~oci~ ~ ~ 0\~/*-tr~ /-O,r fllc,,,-, (' j (') c:;r" '6 5"- <..J ':L . , ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT K, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CAL INSNOfJ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS I ~3 0(" L OWNER DATE ~/:n/~ TIME CONTR. PERMIT NO. r- (')1 (,.~ PHONE NO. o FOOTING o FOUNDATION \!" FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL ____ 0 MECH ~ +~ / COMMENTS: o EXlGRADtFlLLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o -I. l. ~,.;,_ Z; ~..;,y.j,,', R.o~...t I'WYJ><bJ?~ ~ d- <;4"~#. i , o WORK SATISFACTORY. PROCEED \. rI CORRECT ACTION AND PROCEED \il'rCORREC R. LL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr. FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CALl: <NSNO" CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH" SAFETYI CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS [(/ ?O(P OWNER \La) SCHEDULED ~- . 11~ ~- CONTR. PHONE NO. PERMIT NO. 5" - (,ct{ o FOOTING o FOUNDATION o FRAMING o INSULATION 'J!l FINAL o SITE INSPECTION COMMENTS: o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o L~ d"...L'\ 'en \ '\ \ 11('" ~ '=,. ('1'V\ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED ~RECT R CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Conlr. R THE NEXT INSPECTION 24 HOURS IN ADVANCE. MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI I!iSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS Jl.3oc. l1o.'lI\ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION "}t FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: J. T,^~h..l \. ft:llA1C ,^IlNlUlllH' (,-20-(1:;: VElJ S-Lll>~ o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o 01/\ l'<.) {~ k:us z=r I'o",'cl", a.('~(.L.Lz "'U~ t'" S'J-Wl'3 e.. ~~::~4~'t; ~ t....t .. ent- o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED rORR T K, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Conlr: 850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ UOSNOn CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS J {" 3o(p OWNER SCHEDULED fVk.:1A CONTR. PHONE NO. PERMIT NO. o FOOTING ,0 YOUNDATION ~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 ~TIME S--Ollc~ o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: We\!>+- ~ ~. - D"lIir~ S~ ~~V-"HS. ~<C o WORK SATISFACTORY, PROCEED )( CORRECT ACTION AND PROCEED ~ \:ORR RK, CALL FOR REINSPECTION BEFORE COVERING InspeClo orner/Contr: 50 FOR THE NEXT I SPECTION 24 HOURS IN ADVANCE. CA~ CODE REQUIREMENTS ARE FO-'YYOUR PERSONAL HEALTH & SAFETY! / """""