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Home My WebLink About2014 - 00054 - addn/remodel/repair CITY OF ORONO 011111 111 1111 11.1111 11 II * 20 1 4 - 0005 4 2750 KELLEY PARKWAY DATE ISSUED: 01/23/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2740 WHITE OAK CIR PIN : 04-117-23-42-0019 LEGAL DESC : REG. LAND SURVEY NO. 1447 : LOT 000 BLOCK 000 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 77,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,ELECTRICAL(STATE) BASEMENT REMODEL APPLICANT PERMIT FEE SCHEDULE 884.25 STATE SURCHARGE(VALUATION) 38.50 PLEKKENPOL BUILDERS TOTAL 922.75 401E 78TH ST Payment(s) BLOOMINGTON,MN 55420- (952)888-2225 CREDIT CARD 6152 922.75 Minnesota State License#: cont-1797 OWNER BERRELL,ROBERT&KAREN 2740 WHITE OAK CIR LONG LAKE,MN 55356 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. / 23 7 �AA / ii. _ / p Ica/'ermit Signat e Date Is u‘ By Sign Lure Date City of Orono Building Permit Application for Maintenance / Replacement / Renovation (No structural expansion. Only windows, doors, siding, re-roof, etc.) f A, Mailing Address: Permit number: &&I /-OL ni3i W Crystal Bay, MN 55323-0066 �1 Date received: / /'-! Street Address: Received by:2750 Kelley Parkway q A Plan review fee: an ,5 7'1 76Orono, MN 55356 '12,,i i 0?e)7�{_c700.57 Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www ci.orono.mn us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: _ Job Site Address: (7 L/Ltl T OAK Cvt(LL OgCiwo/ 5,S.SS 6 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yes ,No if yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: ' CCK/CCN") _ LI. -t I'&-/ZS, r/VC.-, State License# eCOD 17 a 7 Expiration Date: 3731/4)-- Lead /3//iLead Certification Number: Expiration Date: (for work on homes that were constructed prior to 1978 Phone: (cell) 6a_3y__f36 (office) s _ d'8-,22aa5 Mailing Address: ( o I EAST 7b' S . City ip.i, z -Toy(,ZIP: SS , .0 Contact Person: .T ftzeZ-7S (4446-s-Z Applicant is: (Contracto / Homeowner (circle one) Email and/or Fax: .-1--44,_,,,b a p� —��jcke' 'io/, Cc'v1 PROPERTY OWNER INFORMATION: is Name: ({0(Z `)- k� Zrn/ isegiicEa Phone(day): 93-02_ 9-L1 If a0 Address: Q79-0 L✓tfjTE OAK CTT12LLE City: 0ItbG1/4)C ZIP: „5.S 35 Email and/or Fax: PROJECT INFORMATION: Overall project description: Type of Project: Any earth movement may also require ❑ Door(s) Remodel 0 Fire Damage MCWD review&permits: ❑ Re-roof,asphalt ❑ Repair 0 Storm Damage Minnehaha Creek Watershed District(MCWD) 18202 Minnetonka Blvd ❑Re-roof,cedar 0 Restoration 0 Water Damage Deephaven, MN 55391 ❑Re-roof,other(specify) 0 Siding 0 Other: (specify) Phone: 952-471-0590 Fax: 952-471-0682 0 Window(s) /ASr:MEn/T- www minnehahacreek orq Estimated Construction Valuation of Project(excluding land) $ 77,, i QG APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. 2./iiii..4 Applicant's Signature: ____...i,� Date: Owner's Signature: Date: Last Updated:03/06/2013 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address/Permit Number: 219.0 i 14 i i1 ^OAS Gt 4--c.-`-� Description of work: �+15c N C� 0-e Septic review by: N I A Date Approved: Zoning review by: ��( 4 Date Approved: Building review by: c-\`66 (12,‘,„___ Date Approved: / 2•2 - 2-01`i( Grading review by: N(4 Date Approved: Zoning District: Zoning File#: Reso#: Reso Date: Z ing: Lot Area: SF/AC Width: Lot Coverage: SF _% Sury Submitted: D Yes D No Date of Survey: Revised date(?): Propose Setbacks: Front(Lake Rear(Street) ( N S E W ) ( N S E W ) Other Buildings ' etland \ Side Side Defined Height: Peak Height: FFE: FFE minus 6 feet= / (Existing Contour) Perimeter(linear feet) = 50% = #of Stories 0 D YES FOR A BUILDING WITH A BASEMENT R CRAWL SPACE: The dist ce between the lowest FOR A BUILDIN ON A SLAB FOUNDATION: START WITH proposed or(of the basement or crawl space)and t highest point of the roof. START WITH The distance between the top of slab and If you have a... the highest point of the roof. If you have a... • GABLE OR PED ROOF(no • GABLE OR HIPPED ROOF(no windows): Sub ct half the windows): Subtract half the distance distance between he highest point between the highest point of the roof of the roof to the to oint of the to the low point of the corresponding SUBTRACTION corresponding gable ochipped roof SUBTRACTION gable or hipped roof (BASED ON ROOF • GABLE OR HIPPED RO\O\F(with (BASED ON • GABLE OR HIPPED ROOF(with TYPE) windows): Subtract half the, ROOF TYPE) windows): Subtract half the distance distance between the top of the / between the top of the highest highest window and the highest'i window and the highest point of the point of the roof roof • ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES.(flat, mansard,etc):No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to (BASED ON EXISTING basement/crawl space flodr and the EXISTING the foundation. GRADES) highest existing grade-djacent to the GRADES) foundation OR 10 le. (whichever is less). EQUALS Defined building height EQUALS Defined building eight Shoreland District ' CWD Permit Received Average Lakeshore Setback Met? Bluff • Yes D No D N/A 0 Yes 0 No 0 Yes D No 0 Yes 0 No 0 N/A Permit Number: Setback: Stormwater Q •lity Existing Proposed Variance Required CUP Required Overlay Dis ct Tier Hardcover Hardcover DYes D No. DYes DNo Type(s): Type(s): Updated. January 2013 ,n r 0 /' r1 il ,--,JG e v:\forms\plan review checklist 2013.docx (/ v (� _I REMARKS (in-house): Fees to be Charged YES NO Permit t// Plan Review State Surcharge - Investigation Fee SAC-Number of SAC Units Other(specify) Square Footage $per Square Footage Basement X = $ 1 s`Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ Orono Inspections Required Work Requiring Separate Permits Required State Permits ❑ Site ,0'Plumbing ❑ Grading/Filling ❑ Well ❑ Hardcover Removal Mechanical 0 Fire . 12rtlectrical O Footing 0 Septic 0 Water Connection O Poured Wall XI Fireplace 0 Sewer Connection O Foundation Survey 0 Masonry 0 Lawn Irrigation O Radon Rock Bed ,0'Mfg. E(Framing 0 Other(specify) "Insulation ❑ As-Built Survey Final ❑ Wetland Buffer O Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access: Existing: 0 YES 0 NO New: 0 YES 0 NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED Updated: January 2013 v:\forms\plan review checklist 2013.docx i 4 , - ORCJUO JL White Company Incorporated Jordan Mn, 0 952-492-7747 F 952-492-7788 BeamChek v2.4 licensed to:jtwhitecoinc Reg#2308-64395 Date: 1/06/14 Selection W 12x 45 36 ksi Wide Flange Steel Lateral Support at: Lc=6.5 ft max. Conditions Actual Size is 8 x 12 in., y Min Bearing Length R1= 1.3 in. R2=1.3 in. Data Beam Span 18.0 ft Beam Wt per ft 45.0# Reaction 1 TL 16155# Reaction 2 TL 16155# Bm Wt Included 810# Maximum V 16155# Max Moment 72698 7t Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/518 Attributes Section(in') Shear(in3) TI Defl(in) ._ Actual 58.10 4.04 0.42 __..._ Critical 36.72 1.12 0.90 Status OK OK OK Ratio 63% 28% 46% Fb(psi) Fv(psi) E(psi x mil) Values i Base Value Fy 36000 36000 29.0 Base Adjusted 23760 14400 29.0 Adjustments ; YP Factor,Lc 0.66 0.40 i I Loads Uniform TL: 1750 =A • I. Uniform Load A 2_____—______ R1 = 16155 R2=16155 SPAN= 18 FT Uniform and partial uniform loads are lbs per lineal ft. fl R T E m MEMBER REPORT BASEMENT,NEW 12'DOOR PASSED 3 piece(s) 1 3/4" x 14" 1.9E Microllam® LVL Overall Length:12 4 0 + + o 0 1110 0 "g; 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(lbs) - 11164 @ 0 1 8 11419(3.00") Passed(98%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(lbs) 8495 @ 10 11 0 13965 Passed(61%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 30216 @ 6 4 4 36387 Passed(83%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load Defi.(in) 0.237 @ 6 1 10 0.403 Passed(L/612) -- 1.0 D+0.75 L+0.75 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.445 @ 6 2 4 0.604 Passed(L/326) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and it(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 8 5 0 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Snow Total Accessories Live 1-Trimmer-SPF 3.00" 3.00" 2.93" 4965 4933 3332 13230 None 2-Trimmer-SPF 3.00" 3.00" 2.87" 5456 4933 2362 12751 None Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 000to980 1600 22.4 - 35.0 LOWER ROOF 2-Uniform(PSF) 9 8 0 to 12 4 0 3 0 0 22.4 - 35.0 UPPER ROOF 3-Pant(Ib) 9 8 0 N/A 1660 - - GIRDER 4-Uniform(PLF) 0 0 0 to 12 4 0 N/A 80.0 - - WALL 5-Uniform(PLF) 9 8 0 to 12 4 0 N/A 70.0 - - WALL 6-Uniform(PSF) 0 0 0 to 12 4 0 2000 15.0 40.0 - FLOOR Weyerhaeuser Notes (/^� T SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. `� Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by DAVE S Forte Software Operator Job Notes 1/15/2014 1:30:56 PM Kyle Militzer 011014.2 Forte v4.1,Design Engine:V5.7.0.245 Shaw/Stewart Lumber Co. PLEKKENPOL 011014.2 Plek Berr.4te (612)238-4204 BERRELL kmiliitzer@shawslewartlumberco.com Page 1 of 1 MEMBER REPORT BASEMENT,9'BEAM AT STAIRS PASSED 1 !4 R T E 2 piece(s) 1 3/4" x 5 1/2" 1.9E Microllam® LVL Overall Length: 10 4 0 Y '2 � s w y;,.•:' s . 3 ,- -i '` -('t h�` f rr ; r ' F', k ' !-:ii VJ t 4 J +. x. S '"x-x ,b ,C 2 t,} t f P s'3P } 3 '� ,F K Y sr E _ hN�y �S + ��r....� ,;,.'S.+.t i f n;s` 'IA L .'',7."' . `..."4' z. "rte s€;te r y ; -:7t., 0 990 4' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 732 @ 10 2 0 5206(3.50") Passed(14%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 689 @ 9 7 0 3658 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 1865 @ 7 3 0 4251 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Uve Load Defl.(in) 0.247 @ 5 5 8 0.250 Passed(L/485) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.338 @ 5 5 6 0.500 Passed(1/355) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:IL(1/480)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 10 4 0 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead V°v°er Total Accessories 1-Stud wall-SPF 3.50" 3.50" 1.50" 134 342 476 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 196 536 732 Blocking •'Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location width (0.90) (1.00) Comments 1-Uniform(PSF) 0 0 0 to 10 4 0 1 0 0 12.0 40.0 1ST FLOOR 2-Point(Ib) 7 3 0 N/A 151 465 Linked from:3'BEAM AT STAIRS, Support 1 Weyerhaeuser Notes 0SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YYYYYY Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable fotesby standards. The product application,Input design loads,dimensions and support information have been provided by DAVE S Forte Software Operator Job Notes 1/15/2014 7:33:25 AM Kyle Militzer 0110142 Forte v4.1,Design Engine:V5.7.0.245 Shaw/Stewart Lumber Co. PLEKKENPOL 011014.2 Plek Berr.4te (612)238-4204 BERRELL kmilitzer@shawstewartlumberco.com Page 1 of 1 ' ^ DATE TIME CITY OF ORONO CALLED IN d- INSPECTION NOTESCHEDULED -17-1 ID',C-- 'PERMIT NO.c1�D` -&!7A1-2/ COMPLETED ADDRESS a 7 /'C Le/54-6 /9Qi-C�I �L/ OWNER �, TELEPHO 7,,,N�,O.�(p/aj �, �6 CONTRACTOR �LC-le----K ye ��J' j� 0 �: DESCRIPTION raz ttj ❑ FOOTING ❑ PLUMBING AL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS yFRAMING ❑ MECHANICAL FINAL O ID TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS is ❑ FINAL ❑ SEWER HOOK-UP 0 COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP 1.14 LI DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI CISEPTIC FINAL 111FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO tit• COMMENTS: C i .c.- i, 0 - le/ ' ✓9 Li C3 Dra-.s-PPC54..P „Vac es 14 .d r o a r e a c erc 15 c, rac."- 4-5 CC 1i54.6SSe.0 - 0 LL cc Q SSG 4 /( e/a.G-4,cc .09e mo�/.-4�.-., 4.1 !%� -f-c>, la k?‘< Z cc ia es-f 7 .mss ' 45w/-"4- 41/.�.- o hit rie v -e W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC C T WORK&PROCEED El ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. 1 - .t inspection 24 hours in advance. (952) 249-4600 Owner ; •ntractor on site: -0 Gra-c- 64,4c Inspector. - ' White'opy!Inspector's File Canary CopylSite Notice F-5 , "" TIME V CITY OF ORONO C.LLED IN /- 11_ /,/INSPECTION NOTICE / HEDULED / ---2 a /'( Ii.3O PERMIT NO.o� •u•LETED - ADDRESS oZ7 Z L�� OWNER j TE PH N,�O.,, - 2k-/W CONTRACTOR e /� y�/l/J - LL D RIPTION sZ L . — fk;C-'C. Lii OOTING ❑ P . BING FINAL ❑ EXCAV/GRA /FILLING 4. y ❑ POURED WALL MECHANICAL RI 0 LAKESHORE/WETLANDS Q 0 FRAMING 0 M CHANICAL FINAL 0 TREE REMOVAL ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS is 0 FINAL 0 SEWER HOOK-UP ❑ COMPLAINT v 0 DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP IAJ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTI FINAL 0 FOUNDATION/REMOVAL Z 0NNjER/CONTRACTOR TO MEET YOU:_YES_NO 2cONIMENTs:a�/�f—�OJ�5' 04 .kin. . cc IQcc O cc O 4. w 2 Q Ci/'OP-Aif;174.- '--- LIA Z VDK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE w RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY (4) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours advance. ' V 4 ,' . -4600 Owner/Contractor on site: n Inspector. / White Copyllnspector's File Canary Copy/Site Notice ,� DATE TIMEII CITY OF ORONO CALLED IN ih-/ 8-i/ INSPECTION NOTIC CHEDULED (-/9 -/y F.41-6 PERMIT N s,,__40 7 COMPLETED ADDRESS O3 7 al )/l L &A (_6' OWNERTEL HHS "✓� � o- �C� CONTRACTOR .7 -it e DESCRIPTION \Y7/1 /[2' -. - ❑ FOOTING 0 PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS " ❑ FRAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL Z 0 INSULATION ❑ WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS I, ❑ FINAL ❑ SEWER HOOK-UP 0 COMPLAINT ✓ ❑ DEMO-SITE ❑ SEPTIC MAINT 0 FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI CISEPTIC FINAL 0 FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc W C j O cc O W CC Q W Z W CC O W ❑WORK SATISFACTORY:PROCEED JECT COMPLETE CCW CI CORRECT WORK&PROCEED LI SUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 952)`' 9-, , I I Owner/Contractor on site: A Inspector. White Copy/Inspector's File Canary Cop4ite Notice