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HomeMy WebLinkAboutBuilding Permit 11.1300 J W Z Z � r J U. Q , W I= P.:- ZUUR Z Li,. g5 g = 0 J [iN aaa O Q w 0 O fwwu) z 1- MY N W 01 E z 0000❑❑ p r W m 0 OO O N i. J z >> Z ` , Z 0 4 1- se 1� o U U j ci w 1- (9a V c W 04 i Z Ce Z_ 2 S Z? W 3 W 0 O U a. m 2 W m = o U 1- U 1 0 0 Z 1 a0 aZ3 1 �a t' 0 0 Z , ' 00000 0 " _ --' Ce (X O = `t 1 a s J x Qi 3 a, C----1 0 ■ W w lk U 0 o 411 a o o °' ,s F- 0 U n G p Z ' O 0 W 1` Q F- 1- • I 44 � ( 9 < z ' W Z y U U J W LL c ~ i w P. w � 1 � 0 t o O w 0 0 0 0 u W � Z OO�� 2 a � a o O LLLLLL?LL 0 — a O = a ❑ ❑ ❑ ❑❑ U <0 D' , 4:::) , oI PR7re CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE .. x AND UTILITY CONNECTION PERMIT U t=j 414N ESOlt. I. white File PERMIT NO � 3 �y Pe City 1 / I f - �/ Yellow Applicant 1.��� (Please type or print and sign at bottom) ADDRESS ZONING (office use) 1 5 : 3 4 D 1 ( • r ct =�-� 1 ,�.r t LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) `Th5OCc$ (Phone) (Address) BUILDER (Company Name) MOOR - vota..i, LL(. (Phone) (.� 1 Z - (AS Er)Z'3 (Contact Name) 4 1361, � 'S?.3 (Phone) (Address) TYPE OF WORK ❑ New Construction ['Deck ['Porch Eke- Roofing ❑Re- Siding ['Lower Level Finish ❑ Fireplace ❑Addition ❑Alteration ❑Utility Connection CODE: I.R.C. ❑LB.C. Misc. l/�1wObwS Type of onstruction: I II HI IV V AB PROJECT COST /VALUE $ Occupancy Group: A B E F HI MR S U (excluding land) Division: 1 2 3 4 5 1 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 1 am the owner or authorized agent for the above -mentu ed 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 '•yoke this permit for just cause Furtherm , I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. Signatur) Contractor's License No. Date 1 Permit Valua . en ' 2...5 -,D -- Park Support Fee # $ Permit Fee $ 1 A ; SAC # $ Plan Check Fee $ "T � C Water Meter Size 5/8 "; 1 "; $ State Surcharge $ ` r — Pressure Reducer $ Penalty $ ) Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE $ ., q.1 This icati i : es our Building Permit Whe Appro • d Paid q 7 Receipt No. `J By Date 7 y ' s / / / ' r < Q ' / . uildin4 01ticial� '" - --� 9a ((( This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake, MN 55372 o4 PRi (J3' OF PRIOR LAKE BUILDING PERMIT, Date Recd ,, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT C(d ir 3 40/NE SOl� I White File PERMIT NO. Pink City (r— ` 0 5 3 Yellow Applicant r V (Please type or print and sign at bottom) ADDRESS ZONING (office use) 155-40 M.4• __ _ c: _ LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) L ?y..) (Phone) (Address) ,, y , ) , N t ,,,„ BUILDER (Company Name) S� et_. 2.s * oO NF, Li (Phone) G ( Z - 6.AS Z-3 (Contact Name) IAA, • _ . (Phone) (Address) TYPE OF WORK • . ew Construction DDeck ❑Porch Re- Roofing ❑Re- Siding ELower Level Finish ❑ Fireplace Addition ❑Alteration ❑Utility Connection c CODE: [NLR.C. ❑I.B.C. ❑ Misc. L f Ajec. -- L— Type of Construction: I II HI IV V AB PROJECT COST /VALUE $ ■ 4 S" `� c6 Occupancy Group: A B E F HI MR S U ' (excluding land) Division: 1 2 3 4 5 1 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 roperty 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 revo this permit for just cause Furthermore, 1 hereby agree that the city official or a designee may enter upon the property to perform needed inspections. Signature Contractor's License No. Date Permit Valuation Park Support Fee # $ 40, 00a. ' Permit Fee $ SAC # $ -". • Plan Check Fee $ 31 ' 0 Water Meter Size 5/8 "; 1 "; $ State Surcharge $ 249, •-• Pressure Reducer $ Penalty $ Sewer /Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE p �, Waif/ ° $ i f7 -os _0,- / This Ap i at•, Becomes YoutBuilding Permit n Approved Paid 97Z, 1 ceipt No. , 7c v Date /J.__ -7 i( • i r z 0 Bu Iding Official ate This is to certi that the equcst in the above application and accompanying docu, ents is accordance with the City Zoning Ordinance and may proceed as requested. This document when signed ' CI. Tanner constitutes i temporary Certificate of Zoning co pilaw s and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued rl (1 ^• • _• •. o Date Special Conditions, if any 24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street Prior Lake, MN 55372 P Ri o CITY OF PRIOR LAKE Date Rec'd HEATING /AIR CONDITIONING/FIREPLACE PERMIT ' • (I* IL. x x V " hr M I a sot* 1. Pink File PERMIT NO . 2. Green Applicant ` f ,¢ (Please type or print and sign at bottom) 3. Yellow App ADDRESS ZONING (aficc use) q 15 L 0 �.�ca C rc 5 �PkrvxL ���ti � ,57- LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID O WNER 'P c ,S 5Y ( it oAI t )Phone) - -- (Address) . APPLICANT Oil ` g q- n 1' , ,, (Name) � -' I , a( e :V I V f /21-ca Jae , (Phone) 7 (93 (Address) `J" i O 3al " 8 yk 1 1 v ( m f ) ! a- (Address) (City) (Zip Code) (Contact Person) • 1 .. AA �- • (Phone) l0 !a 73 Lo C — (PI l APPLICANT SIGNATURE , `,I�t iA� DATE 4 APPLICANT PLEASE COMPLETE BELOW ANEW CONSTRUCTION REPLACEMENT ❑ ALTERATIONS FURNACE MAKE AND MODEL m tT S q O \(� FUEL jj�• FLUE SIZE 3' NC RETURN OPENINGS C100 LP'\ INPUT 9 OUTPUT g 5 ✓UD TYPE OF SYSTEM HEATING OR POWER PLANT PLEASE NOTE: Air Conditioner ❑Warm Air Plants ❑ Steam Units and Fireplaces Cannot Encroach • avity "''+ a c ee ❑ Hot Water into Required Side Yard Setbacks. $',,' echanical r El Radiation F1 ' it Conditioning ( ;,\ ❑ Special Devices Fireplaces with Box Additions or Vent. System ❑Other Devices Cantilevers to the Outside of Buildings • Require a Building Permit. FIREPLACE MAKE AND MODEL i Lc c' , - a_cay\ -i- f`eAnAccOe j FEE SCHEDULE '� Industrial, Commercial & Multi Family 1% of job cost Residential, Gas Fireplace $49.50 $49.50 minimum ` 5 Residential, Heating & A/C (New Construction) $149.50 Residential, Additions & Alterations $49.50 - f� Residential, Heating Only (New Construction) $64.50 Residential, AC Only $49.50 PnY Lt v� . Estimated Cost $ q i cr Building Permit # Crk d or C k4e. File Minnesota Statutes § 32613.148 J "SI;RCI IARGF.," has been changed I'or one HEATING PERMIT FEE $ year effective STATE SURCHARGE $ 5 0 July 1, 2010, until June 30, 2011. TOTAL PERMIT FEE $ 54- 5-c) The ininimum surcharge for a "fixed fee" permit (Office Use Only) is Ss', beginning July 1.2010 This Application Becomes Your Building Permit When Approved Paid 54 5 3 1 6 4 .... 9 y ¢ Date - ? 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C 0. 0.1 ..1 r1 0. ^� .:q Hat v1 .1 H ..'d ' W a I - 41 w m x r+ p .[, .s 0..0x 0 2 - a o oU F O 0) 0 0, 0 M 10 o C 0 •d 9 �] a u a1 ID eTMM O -. b 0,.i U' .� I �1 V1 a O+ x x x x a a N d N W 00 H a 0./ NNN NH 0 91 3. 0 +1 A ,� g 4 N E O [e {pqq "' H 2 y00 7 1 a ("<) . .I Z E m 3 0 ) 0 0 *3 I - 4 H 0 tS o a U W N 0 U 4 a U a7 01 H r r H O W 0 ., 4 0 0 00 m U a ++ 0 0 .. 0.1 I r r p rn p 0 p 00 ,T. N '0 9 a7 . m o 0. • 0 0 o W _188 r1 ID 0 U a 0 0 0 0 0 0 - 0 0, '.1 a RQ a O 0 N .- 0 4W 0 . O � -1 O N . . 0 ~ N W 0 in w a CO y2 0 U N m O eP . el. 01 01 v 44 1. F 1 1 30 1 1 0, H N a1 1V v Gl 0 w 0/ X 4 F FEBRUARY 12, 2004 CONVENTIONAL VALLEY FRAMING DETAIL ED- VALLEY1 j Trenco, Edenton, North Carolina LIVE LOAD = 30 PSF (MAX) NOTE: GABLE END, COMMON TRUSS RIDGE BEAM DEAD LOAD = 15 PSF (MAX) 48" O.C. MAXIMUM POST SPACING OR GIRDER TRUSS ( SEE NOTE #6) D.O.L. INC = 1.15 100 MPH WIND ASCE 7 -98 WIND it II II " i t �i II it if II II II / VALLEY PLATE (SEE NOTE 44) POST VALLEY RAFTERS ( SEE NOTE #8 ) ( 24" O.C. MAX.) TRUSS TYPICAL ( 24" O.C. ) POST s ( SEE NOTE #8) GABLE END, COMMON TRUSS OR GIRDER TRUSS 1:14, A a ■: r r 3 , 8 9 13 72 11 TRUSS MUST .10 ............... a^.•:•...•bS•:..... BE SHEATHED CONSTRUCTION SEQUENCE ( ALL MATERIAL MINIMUM #2 OR BETTER ) 1. INSTALL BASE TRUSSES. 2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURLINS AT 24" O.C. ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY FRAMING. CONNECT PURLINS TO EACH TRUSS WITH (2) - 16d NAILS. 3. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. 4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d NAILS. 5. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON TRUSS TO THE ROOF SHEATHING. 6. SET 2 x 6 #2 RIDGE BEAM. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C.. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WITH (4) 10d NAILS. FASTEN POST TO ROOF SHEATHING WITH (3) 10d TOE- NAILS. 7. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BEAM. MAXIMUM RAFTER SPACING IS 24" O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) 16d TOE - NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d TOE - NAILS. 8. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" 0.0 (OR LESS ) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS WITH SHEATHING WITH 3) 16d TOE -NAILS. FOR PURLIIN APPLICATION, ) CONNECT 2x4 POST TO FACE 10d NAILS. FASTEN POST OF TOP CHORD WITH (4) - 10d NAILS. ENGINEERED BY POSTS SHOULD BE 2 x 4 #2 YELLOW PINE. POSTS EXCE 132" SHALL BE INCREASED DOU TO 4x 40R BE PRE-ASSEMBLED RENCO (2) PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS OF 10d NAILS 6" O.C.. A MiTek Affiliate PDF created with pdfFactory trial version www.pdffactory.com 7/5/12 Print Subje SNYDER TRUSS DESIGN From: Joe Simon (joe.simon @littfintruss.com) To: rnorlanderOlampertyards.com; Cc: snyderimagesOyahoo.com; Date: Friday, June 22, 2012 1:53 PM TRUSSES ARE DESIGNED FOR 2 -0 -0 O.C. SPACING. EXT. TOP CHORD NEEDS TO BLOCKED DOWN TO ROOF DECK MIN. OF 4 -0 -0 ON CENTER. THIS APPLICATION WILL MEET OR EXCEED MIN. DESIGN CRITERIA. EACH TRUSS CAN HANDLE AN AREA OF 2 X SPAN OF TRUSS. ADDITIONAL TRUSSES MAY NOT BE REQUIRED. about:blank 1/1 1 Name: ROO£1 Customer:Lamperts St. Cro W0:356282 TI Qty:1 TC FORCE AXL HAD CSI Cr TC: 2x 6 SPF 1650F -1.5C Bottom chord has been loaded with 10 psf - locatior 1- 2 -296 0.00 0.07 0.07 A BC: 2x 4 FL 11/42 ao live load applied non 1) 0- 0- 0 3) 4- 9- 9 5) 6- 4- 0 2- 3 -103 0.00 0.07 0.07 A MB: 2x 3 SPF STUD (N) All COMPRESSION Chords are assumed to be 2) 3- 3 -15 4) 6- 4- 0 6) 0- 0- 0 3- 4 62 0.00 0.04 0.04 A GB' 2x 3 SPF STUD (N) continuously braced unless noted otherwise. Right overhang must be supported MULTIPLE LOADCASES -- This design is the NndLod per ASCE 7 -05, MWFRS /CSC, Va 90aph, This truss is designed in accordance with BC FORCE AXE. END CSI Cr g erltte eaaresult of 5ti lee loedcases. N = 23.0 ft, I= 1.00, Exp.Cat. C, Eztm 1.0 the 2006 International Residential Code 6- 5 180 0.01 XE. 0.29 0 CSr 2 to lateral wind n ote pressure. exposure Bld Type` encl L- 6.3 ft Wa 6.3 ft Truss sections 6502.11.1 and 8802.10.2 and ,30 This truss has been designed for wind in END zone TCDL= 6.0 psf, BCDL= 6.0 psf referenced standards, U.N.O. In -Plant Quality Assurance with Cq = 1.00 - -- -MAX. REACTIONS PER BEARING LOCATION Web FORCE Web FORCE in the plane the teU6e only!!! % -Loo BOet Vert Hoxiz Uplift Y Type 2- 5 -259 5- 4 -110 0 MAX DEPLECTIQNS 0- 1 -12 1 529 189 -58 B Pin 6- 2- 4 1 1427 0 -706 B H Roll stns /Ratio stns /patio Jnt(e). PROVIDE UPLIFT CONNECTION PER SCHEDULE See explanation of Repetitive I.Span - 0.01/999 - 0.10/664 5 -6 Member Factor, Cr, on Horiz. 0.01 0.01 NA 6 - 4 - 0 rove side of paper or Recommended Camber top and bottom chord: -0.13 ki i r x TEC Form 8.14.2007. Long term deflection factor a 1.50 1 2 3 4 10.00 7 i 17-6- 8 15 -10 -12 314 31 ,I 0 7 5 -10 -12 7 6 314 } ._-,. R R 52963.50" 1427 #3.50" 4 , 6 6- 4-0 0.0 640 A , _____ _ 12 -0.0 _ �, COSMETIC PLATES (16)1.5x4 -7 - 4 ) 1215 - ') - 'n EXCEPT AS SHOWN PLATES ARE MiTek 16T20 Scale= 0.1596 WARNING: Eng Job: WO: 356282 READ ALL NOTES ON THIS SHEET. A COPY OF THIS IRANI. TO BE GIVEN TO - ERECTING CONTRACTOR. BRACING WARNING: Meg: TI: OOZ Braanq shown md.sdroningisnme<mmm,a,N, wad Hating, panel busting w similar bracing Ws; apart of m. Ds nr:Joe Chk: baking design nil wAell moo h eooidned by the bolding deay.e. Bracing shown;. for WW support A Suss 9 11/21/2011 EITCTrr a b y ro reditt bu des l g met4PrOn.�me mug bmde a Nichol lateral honing fadsad specified locations men esonly mewu+bey ,S be..yd, f cab vat odlP TC Live 35. psf Lbr DF: 1. 15 ',tine Mass baane requirements. cont. bninng dew t pna.(Ttus Awe..me, TPI is bested at SYY3 [Moos„ TC Dead 10.0 psf P10 00. 1.15 Madison wseaatosunRy Caspar. Bnwemae M: Tt.aa>,aa.ne B.A., 618 sa"mda R4Eamon O.C.: 2 - 0 - 0 • BC Live 0.0 psf IRC /TPI- 02/NDS-05 BC Dead 10.0 psf Code: TOTAL 55.0 psf _v5.5.30 9599703 Design: Matrix Analysis Profile Path: F: \trusjobs \356000 \356282 \ROOF1 \002.prx PDF created with pdfFactory trial version www.pdffactory.com I Name: 90OF1 Custo er:Lamperts St. Cro WO:356282 TC FORCE AXL BND CSI Cr TC: 2r 6 SPF 1650E -1.5C TI:001 4 :3 Bottom chord has 1- 2 -296 0.00 0.07 0.07 A BC: 2z 4 FL 91/82 00 lie been 100000 with 10 psf - --_0 -0 3 1 9- live load app 9 2- 3 -103 0.00 0.07 0.07 A WB: 2. 3 SPF STUD (N) lied rd-o ar ass sed 1) 0- 3- 5 3) 4- 4- 0 5) 6- 0- 0 MULTIPLE 502002SFS -- This des All � yIbr Chords usl cun are n o to be 2) ov 3- rhao d) 6- 4- 0 6) 0- 0- 0 3- 4 62 0.00 0,04 0.04 A a s is the Lod per braced unless 6C, V= 90 Right ove composite result of multiple loadcases. $I rhanq must be supported End vertical(s) not designed fore Wnd Pet AICE 7-05, p.Cat. C, v= 9 1 Rd i accordance Co de with BC FORCE AXL BUD CSIC5 to lateral wind zposure 51 23.0 £t, Il 1.00, 3xf.CWt_ 6. Aft= �h the 2006 International 88 Residential Code 6- 5 180 0.01 0.29 0.30 B In -Plant p Old Type= e T CflL= 6.0 L= 6.3 ps f, 6.3 ft Truss sections ds t.nd r s .8 and Quality Assurance = 1.00 In END zone, , T p s, HCDL 6.0 f ----MAX. REACTIONS PER BEARING LOCATI�i Ps referenced standards, U.N.O. Web FORCE Web FORCE X -Loo BSet Vert Horiz Uplift Y Type -GLOBAL MAX DEFLECTIONS 2- 5 -259 5- 4 -110 0- 1 -12 1 529 189 -58 H pin LL TL 6- 2- 4 1 1427 0 -706 H H Roll in. /Ratio in./Ratio Jnt(s). n PROVIDE UPLIFT CONNECT/ON PER SCHEDULE I. Span - 0.01/999 -0.10/664 5 -6 See explanation of Repetitive 6 - 4 - 0 Boric. 0.01 0.01 NA Me, tzer Factor, Cr, on .4 i I , Recommended Camber to top and bottom chord: -0.13 reverse side of paper or 1 2 3 4 Long term deflecticn factor = 1.50 TEC Form 8.14.2007. 1 10.00 } / 17 -68 15 -10-12 3x4 6x6 ,, 3z4 5 -10 -12 0-7 -7 6z6 111.1Wwwwim...■...,;i T 3x4 k 529# 150" 1427# 3.50" --- 6-40 6 2� -0.(11, 64-0 X __ - t. EXCEPT AS SHOWN PLATES ARE MiTek WO - 7 - 4) 1215 7-7) ._.. _. _. . SEa)e =0.1766 WARNING: Eng Job: WO: 356282 REACTING NOTES OSAON THIS BRACING SHET NARK PG OF THIS DRAWING TO BE GIVEN T �+9 TI: 001 ��'-` neo°I, .,,a msa... gavot s«uonbrim .natr.cire. gee.. �qw nEi =br.a.w 6g dofm. MEW, a" and which A6 a�a by 0.1,1E ,.mac ho a. INe,al,�w,N of Ina Dagnx: Joe C hk: 11/21/2011 �TT�� a. only _w, a` w mno.;s,a„i =mo Ntr f. M , "wry 91.0rE oeau 4 fi�a = � I .° 4m � °fe �+� a "a(s., Hmmarmye= TC Live 35.0 psf Lbr DF: 1. 15 _) .[ HN<Ls 'v ,w<m.a asEa nnror', Pit DT: 1.15 Component ExEsnemng by. Trims TC Dead 10.0 psf w"•r,co.,Ew.,sIg saundaa<xa,Eawon, Nezviz HC Live 0.0 psf O.C.: 2 - 0 - 0 /RC - 06/TPI- 02/195 -05 BC Dead 10.0 psf code: TOTAL 55.0 psf v5.5.30- 9599698 Design: Matrix Analysis Profile Path: F:\trusjobs\356000\356282\ROOF1\001.prx PDF created with pdfFactory trial version ' wwJdffactory.corn P R'OR DEPARTMENT BUILDI OF BUILDING AND INSPECTION INSPECTIONRECORD SITE ADDRESS NATURE OF WORK e n f-- e USE OF BUILDING g-cc itAL PERMIT NO. //- /3 DATE ISSUED rz. if CONTRACTOR 5A,- 11a�-za. je ,;,/ PHONE z -GCBs" NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE ior10 -Bach I 1 PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS FRAMING A( f f ? AA, INSULATION ELECTRICAL PLUMBING /`A�` Iwl A1� TEST COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED a/ 3.2 FINALS BUILDING ELECTRICAL PLUMBING DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough -in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447 -9850 N 505811311r. E w r W m453) o y3z.a3) a 6 /o N 1 L /6 6 3l. S6) I p e, / 3 r IN 6 c� 4 w nn o j F N a t!1 \` ° } 1d \ o t orl o i - r te $ X � • 'L7 r+ w. :11,94 •a 28. )) = P20PO. cs ca rD n n- ,o to - 6 - rkigeE 1 (D O pROP06Ea �1 - ar 5EA„SO� a C') co : � N NSW o Ponc,v o N m , DEGf� C 'O j N .I7 G . H _ _ � 2B4O A l B. 0 Z -1 < / .O \ \ ' " \ . \ \ o C — CO CIJ N 0.1 O y O m n ! m O NI H \ A C 7) Cu A r ∎\ M al 0— _/ 0 t \. '< y (7) \ ........./..... -*. N e .... 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