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Home My WebLink About2012-00511 - addn/remodel/repair CITY OF ORONO * 2 0 1 2 - 0 P1 5 1 1 * 2750 KELLEY PARKWAY DATE ISSUED: 06/14/2012 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2765 KELLEY PKWY PIN : 33-118-23-12-0002 LEGAL DESC : WILLOW PROPERTIES ADDN : LOT 001 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : COMMERCIAL- BUSINESS CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 437-NONRESIDENTIAL&NONHOUSEKEEPIN VALUATION : $ 60,000.00 NOTE: ADDITIONAL PERMITS REQUIRED: ELECTRICAL(STATE) REBUILD DRIVE-THROUGH CANOPY APPLICANT PERM[T FEE SCHEDULE 756.75 GORDON JAMES CONSTRUCTION PLAN REVIEW 491.89 5159 MAIN STREET E P.O. BOX 306 STATE SURCHARGE(VALUATION) 30.00 MAPLE PLAIN,MN 55359- TOTAL 1,278.64 (763)479-3117 Minnesota State License#:20531961 OWNER Professional Prop Orono, LLP LLP, PROFESS[ONAL PROP ORONO, 835 PARTENWOOD RD LONG LAKE, MN 55356- AGREEMENT AND SWORN STATEMENT 'I�he work for wfiich this permit is issued shall be performed according to the approved plans and specitications,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 governing this type of work shall be compied wi[h whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within l 80 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 aze requested in conformance with[he State Building Code.This permit may be revoked at any t� f i�se. , .- �-� � i l�� i ��{. `� � i i Ap lica�ht Permitee Signature Date Issued By Sign re Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOV . �IE' L�I�E , �{�� .�� Rs•��.� _ '�� P„�'rL�:�^�G C,�rJ�P,' 7a OkS�;:.vsrL City of Orono . , . . . ;� 5��,�� Building Permit Application for Maintenance / Renovation � .�- � r�m�{�,�� (windows, doors, siding, re-roof, etc.) _— Mailing Address: db/a —L��S� � � PO Box 66 Permit number. � � �� 0 0\\ Crystal Bay, MN 55323-0066 Date received: � ` �'�oZJ �/ �'' !1 Received b �'a ��'��'� ;:. �,� Street Address: Y� ��`,�, ��" �,��„�� ti� 2750 Kelley Parkway Plan review f : l `��d�%` �� Orono, MN 55356 ��9kESH�S�:.; � �� V� U/ -�" 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:� ( �j Job Site Address: ELLE /�IZI�W�'4 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 requrred unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: �pRD� Sr+w1E5 �dnJs`7�12N�CT�c�v State License# ,aC�"3 I �I G� 1 Expiration Date: 3—3 i - 0701 3 Lead Certification Number: Expiration Date: (for work on homes that were constructed prior to 1978 Phone: (��3 y�q_ �� 7 (office) G 1„2 3��_37310 (cell) Mailing Address: City: ►y/lq-PlE fLR Z�P� S 3S� Contact Person: SQ f yV� C P �E2 Sc>-zJ Applicant is: on ractor Homeowner (Circle One) Email and/or Fax: �,.< < U,�.�Jv,,, _ ��r,,,�j , �o.�,� � PROPERTY OWNER INFORMATION: Name: D� , � � � G Phone (day): S� y Address r�}.yyt� �5 ��B�,i,F City: ZIP: Email and/or Fax �r � � qus�}-a� • �z�q ��m�f l. C� PROJECT INFORMATION: Type of Project: Any earth movement may require ❑ Door(s) ❑ Remodel ❑ Fire Damage MCWD review&permits: Minnehaha Creek Watershed District(MCWD) I ❑ Re-roof, asphalt �Repair � ❑ Storm Damage 18202 Minnetonka Blvd i ❑ Re-roof, cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391 Phone: 952-471-0590 I ❑ Re-roof, other(specify) ❑ Siding �Other: (specify) Fax: 952-471-0682 ; ❑Window(s) T1ZuCK DR�^'�W�E� ' '�o�r' `�w•minnehahacreek.orq � Overall Project Description: � j3N tz� ��'s�� Rnu G N �'drf�o�Y Estimated Construction Valuation of Project(excluding land) $ (,D� OOP) "" 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 b law. If ou refuse to su the information,the a lication ma not be issued. ApplicanYs Signature: . � Date: (� � �� Last Updated: 08-09-2011 Plan Review Checklist for New Structures / Additions Address/PID/Legal: 2� �� '�e��`�, Qw,ILKw a�, Description of work: _ C A r.�oDu �p c,4 u.�¢,,.J'�' Sep#ic re�iew by. n!I�? �ate Approved: Zoning review by: Date Approved: ' Building review:by: Date Approved: Cs> -f)� 1 2 Grading review by: N (vt' ' Date Approved: Zoning File#: Resolution#: Resoiution Date: Zonin District Fire De artment Post O�ce ool District Zoning: Lot Area: SF/AC Width: Depth: Survey Sub itted: �Yes 0 No Date of Survey: Pro osed Setba s:- Front(Lake) ear(Street) � 'M �� E W ) ( N S E ) Other Buifdings Wetland Side Side Building Defined Height: `Building Peak Hei #of Stories Ok?: � YES FOR A BUILDING WITH A BASEMENT 0R CRAWL ACE: FOR A BUILDWG ON A SLAB fOUNDATION: START WITH the dis#ance between the baseme flooN crawl START the distance between the slab and the highest space fl4or and the highest roof peak, e:top WITH roof peak,the top of#he.cornice nf a flat roof, the comice of a flat roof,the deck line of the deck line of a mansard roof,.or:#he mansard roof,or the uppermost point on` d upp�rmost point on a round or other arch-type or otherarch- e roof roo#` SUBTRACT half the distance beiween the highes indow and SUBTRACT half the dis#ance between the highest window hi hes#roof eak of a itched roof and hi hest roof eak of a itchetl xoofi SUBTRACT the distance between the base nt floor/crawl DD the distance'between the slab and the highest space floor and the highest e ' iing grade within existin ratle within the foundation the foundation or 10 feet,w chever is less. EQ LS Defined buildin hei ht EQUALS Defined buildin hei ht Lot Coverage: SF % Shoreland Dis#rict MC�IVD Permit Reaeived Avera e Lakesh e Setback BlufF � Yes � No 0 N/A � Yes 0 No 0 Yes D N � Yes � No N/A Permit Number: Setback: Hardcover ones Existin Pro osecJ Variance Re uired CUP Re uired 5' 0 Yes � No Yss � No 75-250' �YPe�S)= TYPe�S)� 250-500' 500-1000' REMARKS (in-house): � C A Updatetl: 09/11/2009 z:lformslplan review checklist.doac Fees to be Char ed YfS NO ��,�.�. ..,.,a�,� �� .��r �` Ty"�� A � -^�� .� .s� ,r.`�,� ��,�,�,�,�w n�i��,;. �`� c'�� . Plan Review .__ . . �,,,,rti,� � � ��;�� ,� �..,� _� �,�- Investigation Fee ._ ., , ,; ,,. , _ �. � � ..�,�,.. _u.,.. , _ ,_. ::,.,� . . .; ...� , . w � : , , . . _ .. . Sewer Connection .._ , � �� ,�. . ,. . ,. _ - _ . Park fee . . .. . Other(specify) _ . ..: - Calculated By: S uare Foota e $ er S uace Foota e Basement X = $ 1�<Fioor X = $ 2"d FlOor � X = $ Gacage X = $ Estima#ed Construction Value: `$ (�0�'nt00 0� I�rona lnspections Required Work Requiring Separate Permits Required 5tate Permits � Site � Plumbing ' � Grading /Filling 0 Well G Hardcover Removal � Mechanical � Fire Elee�rical G Footing: '0 Septic � Water Connection G Poured Wall Q Fireplace � Sewer Connection G Foundation Survey 0 Masonry G Lawn Irrigation � Radon Rock Bed � Mfg. Framing p Other(specify) � Insulation 0 �1s`;Built Survey �Final � Other(specify) REMARKS (ir�-house): Other Reviev�r: Reviewed'by: Date Approved: Access:Existing: � YES .G NO New: � YES 0 NO REMARKS`(TO BE'NOTED`ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 09/11/2009 z:�forms�plan review chedc(ist.doac r �sd� � ~ r �f �w��}� ��° �� R�VtE�i�#� fe�� £�i�i"iP�.lA�dC� �� . PtAN CHECKED BY DATE b ��-��- �TI�tIT+�'TU�AL DRAVVINGS SIIFET INDEX: S�1 f�aund�tion Plan S2 Roof Fraiiling Plan S3 Base plate and An�hor bolt d�tails S�k �'ie�•/Cvlumn Fc�unciatic�n Detail S5 #3ean1!colutiln Detail S6 Roof Detail S7 13eam s�lice Detail SH to S11 Structural Nntes C)rono Professional Buildin�; 2782 Kelley F'�rlcway Orc7no, iv1N I hez�eb}= certify that this plan, specifcation, or repoi�t was prepa�•ed by me oY•tznder rtly clirect supervisi�n and that I an�t a duly L�ieensed Protessi�nal Engineer�mcie�•the la��s of the State of Minnesota. Yrinted N�ame: Ivlelvin L. Urlac�her Signature: �/d�� :e� Date: ,.� �,�:��,,�, License No. .Z,��' �.� ( � ' -- =�^_; _-�---''`�• __^'� '�1��'�irnl I i �� fu: � IJ_- . _, � � I I; �_�", , , � i ; l; � ;�_�:h'� � i i�, �� ` ; _,�.._ ;r'._ i � � ,i . i :;,,� i t� i ; � ii � : , i � :,•�,- f,. �,..,.� . �� n n - - '.."' ,� __ <^.�. ,'.h.._... . , r � . � i _�_.,. _ . ,�__,� __ _.. —_ _� �° � i � T � � ' i i a i i '.; �-;-�'.'� � �� i ��; i i I � rt.,r-Te � '-`� i f ; ��,�" ' t . I `�..�`.- ,. '--i"�� i //. � `''�i n ; ; 1 i, ' i-..-_�.._.;•�_;�_�,._.....,._._.�.. mr�m-��I _..__ r�,.! r-i-�„ / - � I,-\•j .��x°�� , I � �.i�_.�.. �L 1 i -�.� ( ,�,.,��:.i J r'� .,�1'�}`'S�� -�,�,:i y � � i _... i ` � ( ."c n� �-�t i � f .,,t i:7��-i-[T Y-��;_ �__—�_. . ( �—= �p� ��I C � �n �'J '1�'; 'C.�-� ° �..0�--�'J , . �/�_. � J !` F �! � nfj'-IC Nyf.�� i. 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P'�c�.�� fz� u.�s P �t'3�} �� u� .��. �.x� r� �v � � �� --�., '/�,"� ��,� � �,�.�t� �a�s�� P�.��,� .� v�� '�_ �� . �x��- .� �� _ _ _ _ _ I � �� t`� ' .h�d�o� ��-��.L C�� ' �� '�.�,5'�tt.. -� C��.J�d�N'� �� `�+�!S tl''Y�.t�1 t't�'�� '1�� 1•f.�- : �1�t,� �� '7 Y? � ' �'"'1�C� �'�'J��t� l�.11 o rf d Cz�- �d � ��. �d � �d �� S�'3�+� ��'7-3� t��d �`�3�� -�' C� �o��+d tt�i'�rrYt rv�c� `1'1� �1� '� J ��'c� �cu ��c.t -�� -� ��{�� .,.��R� t�- ��'"1�S �°1.N�"1� ��o� -��t3._t- �'i�t�� : �S.t?c� �t"i�� '� x��'m (�'�(U "b�.�{-�'2`.'tr'1 .��'�t`� ,��"��'�'i /w�d �'�� L �� ' i�� o� �Et�J'�y� s�r �`�'�� -bz't�1 t�tt� �.(� �� 6�r� ��tnC �� c�n�`� �`�-C�� '�� FII. �j 1'l '�`r�Y}�1 S :�� _,._._.�.. _. _.. ...._. �— 3�nH -�jT��--�i�a --___�� .1-�� -.. aH��Hs - —- ---__ - ____ ��a�r ----__�__.___ ... ___ _______. ___ ___ __ __ �_ _�__ ��.�� ;�--- —� � ��.r�� N1 �� 3N (J ?i3 �1VN (1191i81S Vd �� d�� 0 �� 11�. �: � !l 5�t• ��--.5� STRUCTURAL NOTES DESIGN CRITEf2IA: BUILDING CODES USED FOR DESIGN: IBC 2006 with Minnesata amendments. DESIG�1 LQADS: �BSIGN LTUE LOADS: Roofs . . . 40 PSF*** ***Plus drifting ar.dlor sliding snow. WIND LQADSt Basic Wind Speed 90 Importance Factor 1 Ex�asure Coefficient B Desi.gn Pressures: Per ASCE 7 DESIGN STRENGTHS: CQNCFtETE: Strength at Class 28 days (P3I) Type Locati.on A �QOd Std. Wt. Exterior Piers Air-Entrained Reinforcement: FY = 60,-000 PSI Structural Steel: EY = 36, 000 PST FY = 50,000 PSI (W24X84) GONCRETE: REINFORCING STEEL: REFERENCE MAIVUALS: Most recent Edita.an of the following; ACI 315 and ACI 315R "ACI Detailing Manual" �: ��°�� ACI 318-02 "Building Code Requiremer�ts for Reinforceci Concr�te" CRSI MSP "Manual of Standarc! Practice" AWS �1.� "Structural U�elding �ode - Reinforcing Steel" CRSI "Recommended Practice for f'lacing Reir�forcing El�rs° Tne reinforcing steel cantractar shall fabricate al.l reir.forcement and furnish all accessories, chairs, spacer bars and supports necessary to secure the reinforcement unless shawn otherwise on the plans andlor details, Reinforcina steel shall be ASTM A 615 grade 6Q. Concrete reinforcement shall be placed accordinq to "Fiecommended Practice for Placing ReinforcS.ng Bars". CONCRETE COVERAGE FQR I2EINFOFtCEMENT: PTERS 2'T NASONRY: REFERENCES: International Buildinq Code, 200b Eaition, Chapter 21., Masonry. ACI 530 "Builciing Code Requiremencs for Concrete Masonry Structures." ACI 53�.1 "Specification for Concrete Masanry C�nstructi.an," STEEL: • STRtJCTURI�L STEEL: REFE�EN;.ES: "Specification for Structural Steel Buildings, Allowable S`ress Design and Plastic Design" June l, 1969. All bolts shall be 3f9, inch diameter A325, uilless atherwise noted on the drawings. Al1 beams shall be marked and erected with natural camber upwards. ,. . ��/� Do not paint structural surfaces to be in contact with paured concrete ar those surfaces ta receive welc3. WELDING: RFk'F.RE:NCFS: AVJS D1.1 - "Structural. Welding �ode - Steel° AWS D1.3 - "Structural Welding Code - Sheet Steel" A11 weldinq by AG75 qualified operators. STRUCTIJRAL WOOD: DIMENSION LUMBER; General constructwon requirements and provisians per IBC Chapter 25. REFERENCE: National Forest Products Association; "National Desiqn Specifica�ion for Woad Construction, current editian 1986. "; plus supplement, "i�esi..gn Values for YJood Construction, current eclition. " ROOF TRUSSES: Trusses shall lae designed to meet a11 loading and spans as indicated on the plans (40 psf snow tap chord and 10 psf dead laad on both top and bottom chord) . Trusses are to be designed and certified by a professionai. Engineer regis�ered ir the state cf Minnesata. Truss supplier shall furnish all necessary blocking, bracing and cannection material to provide a completed installation. This information shall be clearly shown on erection plan. Contractor shall be responsible for bracing andlor bridging required during construction. A11 lumber used ir� the fabrication of trusses shall be stress qraded. Connector plate;s shall be made af Grade "A° galvanized steel, minimum 20 gage-per TIP-78 5pecification. I�EW WORK IN GGNJUNCTION tn1ITH EXISTING CONSTRUCTION: VERIFICATION: The cantractar sha11 verity, by field cneck, all sizes, dimensions, elevaticans, lacations, etc. of elements nf the existing constxuction which are relative to the new constructian. �� '"'f�.. i �m^" [�1 DINIENSIOi�IS: All dimensions and elevations in�alving new work Tying into or governed by existinq construetian shall be field checked by the contractor andlor the subcontractor prior to fabrication of any wark. The verified dimensions and elevations shall appear and be n:oted as such on the first shop drawing submitted. ASSUMPTI4NS: The contractor shall take extraordinary precautions corcerning preservatian of the building durinq demolition and new construction work. Further, he shall agree to assume all responsibility ior the preservation of this property. NOTIF�CATION; The cantractor shall natify the architect/engineer immediately of any discrepancies between construction documents and actual field conditior.s. GENERAL: These drawings do not include necessary components for constzuction safety. The structural desiqn is based only on the canopy in its completed s�ate. Contractors and their subs shall take wh�tever precautions are necessary to G�ithstand all horizontai and vertical loadings that may be encauntered during the construction prior ta completion of the canopy. Shauld any questions arise or conflicts with other trades develop contact the Architect/Engineer immediately, UT-RPRT RauN I�ITE RTEC Report of Ultrasonic Testing of Welds Project Report# Weld identification (!,i( Material thickness ^'_ { �'i X + Y X Weld joint AWS ;:�1' _ Welding process `� ' Quality requirements-table# � Remarks i • Decibals Discontinuity • � � L y Distance � E a� c d o c c a L � c o = a o a • °� Z a " w � L a a� =' f E � C i N t� W 41 y C .G, ar C C 8 O � " � W cd dv � a = ° s ° 'a „ °; y � c E � m � aW oe � � ; Qa � � F LL y y c N a+ � From From Discontinuity — A B C D J a " � `A X Y Evaluation Remarks 1 j��' �' �. , � ..J 2 js f_;' 3 .� 1 � � 4 5 6 7 8 9 10 11 12 13 14 15 We,the undersigned,certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of: � Sedion 6, Part F ofANSI/AWS D1.1, ( _ )Structural Welding Code—Steel. (Year) Note: This form is applicable to Section 2, parts B or C (Statically and Cyclically Loaded$tructures). Do NOT use this form for Tubular T,K&Y Structures(Section 2, Part D). � ANSI/AASHTO/AWS D1.5,( ) Bridge Welding Code. (Year) Test Date Manufacturer or contrador �� Inspeded by _ //;, �i. .. Authorized by Date — Providing engineering and environmental solutions since 1957 /�' �y''7-fi� � �� (� '� ✓� OATE TIME / CITY OF ORONO GCILIED IN ��.� �� INSPECTION NOTICE SCHEDULED � ---C� PERMIT NO. ��L'I a �� COMPLETED ADDRESS �7�e �J � /� � �-G��(. OWNER TELEPHONE NO. �5f�� o�a2 CONTRACTOR �/`��C�i�'1 � G1i'I'1/ C �: DESCRIPTION ' � �� — ��D.t�l/ � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEP�FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W a � J O � � O � W � Q � Z W � W � � a W ❑WORKSATISFACTORY:PROCEED L�I�PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CA�I FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR W4LL RETURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�0 Owner/Contractor on site: Inspector. � l, � - � _� White Copyllnspector's File Canary CopylSite Notice �� DATE TIME CITY OF ORONO CALLED IN 7'�� INSPc�7�t;y NOTICE SCHEDULED 7 — 3 '�! '•� PERMIT NO. i)�� C-5 �� COMPLETED ADDRESS ��d � /�-�y— �� OWNER � � TELEPHONE NO. U�'�'��r '3 ?�� ' CONTRACTOR � DESCRIPTION /�1�1�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y `�FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � o � ��Q C ° � � ��S i�P� -4-r c�,1J '' �.� �l �v�lJ �o T � o �J�7 � S � W � Q z �' �' �1��, �� !Z� 'j 1�/ U � � ��P C'c� � �'�-:�4 W � � d W�i -�'S4�ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W O CORRECT WORK&PROCEED � ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on site: Inspector. L�! � /'�� White Copyllnspector's File Canary CopylSite Notice