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2005-P09260 - new structure
R � � � PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P09260 Crystal Bay, Minnesota 55323 Permit Type: New structure (952) 249-4600 Date Issued: 11/7/2005 SITE ADDRESS: 2670 Kelley Pkwy(57 Unit Building) Unit# Long Lake,MN 55356 PID: 33-118-23-12-0012 DESCRIPTION: UBC Occupancy R1 Construction Type I Proposed Use: Residential Census Code 105 Permit Class: Building Permit Type: New Structure Permit Sub-type(s): New Apartments/Condomii DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Fire Water Connection Sewer Connection Irrigation Electrical(state) NOTICES/REMARKS: Collect For 57 Units of SAC- 1 Guest Facility No Laundry/No SAC FEE SUMMARY: Pernut Fee: $ 31,599.40 Valuation: $ 9,250,547.30 Plan Review Fee: $ 20,539.61 State Surcharge Fee: $ 1,750.00 SAC Fee: $ 82,650.00 TOTAL FEE: $ 136,539.01 APPLICANT: ZB Holding OWNER: OC Development 10300 lOth Avenue N 10300 l Oth Avenue N Plymouth,MN 55441 Plymouth,MN 55441 THE UNDERSIGNED HEREBY RE UESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED Q AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. r � i � ,� �!-�...-- � ��� C���� / � r .�� APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Signatures Reguired), 1-Applicant, i-Monthly Reports, ]-Assessing,(If Septic, 1-Septic) Page 1 s^ ,� �, �,�,�`- � yk � �'� � .t, ��G ���'�` � � ��t�a 5�C a/ Q `� Date Received: Total Fee: $ ��.L��� �. �j �y ,� Entered By: j��-� �J`' �`' Permit#: �_����5� U� �,,�,,�;�.. " � CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all i�zfos��n�tion) -------------------------------------------------------------------------------------------------------------------t------ 'THE APPLICANT IS: (circle o�e) OWNER OR CONTRACTOR � , --_.. ,- _- _ _._.. .. JOB SITE ADDRESS: � �, , �- ; /l�',,�, ��' �- , , -ZIP: , Will this be a Parade of Homes, Remodelers howcase Home or other Display Home? ❑ Yes ❑ NO If yes, a specia/event permit is required with Police Departnient a�id Citv Counci!approval 60 dm�s prior to the event. Shuttle bus service tivil!be required ernless applfcant demonsh��ites ser�cient on-site parking is available. Non pern�itted eveiits tivill not be allotived. ,� <"._ '�� NAIVIE OF OW1tiTER; - ' � 1 PI�ONE: (hiome) c�� - �7 � � �- (wark) �_�'-_"-- �:�� ``' �, CITY: ;,�.,,� �� ZIP: � . �,::�/ MAILINGADDRESS: ��1�� �; ��`� �,�,���,`�' � - - �� / � - ., •.- � CONTi2ACTOR: %��-'� ��' ,,�.�=_:���.��..."-��c.�,- PHOl\'E': ,�`', ...,._�.�'"l� CO\TTA�TPERSON: , i,', -> � .-',, �«.,�-: . MOBIL�YPA�ER: �� . . �i�G.� MAILING ADDRESS: ' � �II CITY: �� „ �, �; , ZI�: �_y�/ S�'ATE LICENSE: #.1 �' -. �; ;' � EXPIRATION ATE: ��.�.1� t_. ^, i � ARCHITECT/ENGINEER: �,y' ��:�: �,-, f ��' ' ` r�`~ � �I�. -c�PHONE, a � _��;�tn � MAILING ADDRESS: - �- ; 1: CITY: ,/ ZIP: ��/til ��};/'-r' ar NAME: ;_ � . C� v REGISTRAT ON: # J�^�j,� �YPE OF WORK: New � Addition Accessory Structure Move Home Remodel/Alteration PROPOSED WORK(describe in detain: `�,� i1�j�� �i; :J�,, � - ���'�-`!�, �-�---- S'TORIES: _.=_:, �Q.�'EET��'EACH FL00�2: � p,� ' � � ,,.. NO. OF BEI)ROONIS: GAR.AGE ST'r�I,I.S: A'I'TACI�ED D��'ACHED_ ..�• R"�'.' , '. `�'• Y'J ESTIIVIATED CONS'Tg2UC'TION VALUA'I'ION(excluding land): $ � . ���r_: '� M ---r'` � I hereb a 1 for a buildina erniit and I acl:nowledge that the inforniation abo i�complete and accurate; � I�. Y PP Y �P �., � that tlle �vork will be in conformance�vitl�the ordinances and codes of the � anc�with the State Building �Q � Code;that 1 understand this is not a permit a work is not to�tart witho pernlit; and that the work will be ,�� � in accordance with the approved plan. ,�, ;' ---- - --- � ; '�� .�' : ' - �;, ;--- ,� `� � �.-�:..� . APPLICANT'S SIGNATURE: '�, � DATE: C� - � �. :/ � - ' % � 31 . _ ' . . . , Sec.13.04 R[CHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set fo h in this section. Subd.2. Infonnation requu•ed to be given individual. An individual asked to supply private or confidential da concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the coliecting state agency,political subdid ion,or statewide system;(b) whether he may refuse or is legally required to supply the requested data;(c)any lmown consequence arising from his s pplying or refusing to supply private or confidential data;and(d)the identity of other persons or rntities authorized by state or fede�al law to receive th data. This requirement shall not apply wh�n an individual is asked to suppiy investigative data,pursuant to section 13.82,subdivision 5,to a law en rcement officer. e mmi i ne f r v ue lac e n tice uire n er h' u 'v' ' n in the'ndivid 1 i r e efund inswctions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be inform whethc•he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an' ividual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall e info�med of the content and meaning of that data. After an individual has been shown the private data and infortned of its meaning,the data need ot be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has een collected or created. The responsible authority shall provide copies of the private or public data uponrequest by the individual subject of the data. e responsible authority may require the requesting person to pay the actual costs of making,ceRifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any rrquest made pw•suant to this subdi ision,or within five days of the date of the raquest,excluding Saturdays,Sundays�nd legal holidays,if immediate compliance is not possible. If he not comply with the request within that time,he shall so infonn the individual,and may have an additional five days within which to comply with th request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or compl teness of public or private data conceming himself. To exercise this right,an individual shall notify in writing the responsible authority describing the ture of the disagreement. 'Ihe responsible authority shaU within 30 days either: (a)correct the data found to be inaccurate or incomplete and atte pt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that ha believ the data to be wrrect. Data in dispute shall be disclosed only if the individual's statement of disagree�nent is included with the disclosed data. The deteimination of the responsibte authority may be appealed pursuant to the provisions of the adminis tive procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to in orm you that your request for a permit or license from the City of Orono or any of its departments may require you to rnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification or the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the pernut or license. 3. The information may be shared with other local, state or federal agencies the extent necessary to process the pernut or license. 4. If your requested permit or license requires Council action to approve,some information may become public. 5. You have certain rights under M.S. 13.04(available upon request)to review rivate data on yourself. 6. Y r full name 's quired to p c ,sa'�t�s�lication o`.ge� r�� � First i dle Last fS J�. , , Address � � ti � � -�ac'� City St�tc Zip hone I understand my ri;hts as stated above. b Signature �� . ' . � • , CHECK O�F' LIST FOR ISSUAIVCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: Z 6�o /�e(!4 ��►+uec.�.� PID: DESCRIPTION OF WORK: �g V rv ,r (�,v,�o P�� 1�4 c,v c, � ----------_-------------- -- -- ------------------------------------------------------------- ZO.VI�Ti G REV�W BY: � �� � DATE APPROVED: (/-� -a S BUII..DI1�G REVIE�V BY: DATE APPROVED: � �• z - �3 FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes �/ No PLAN REVIEW Yes ,/ No SEWER COI�TivECTION STATE SURCHARGE Yes v- No WATERCONNECTION INVESTIGATION FEE Yes No �� PARK FEE SAC Yes �/ No SITEINSPECTION Number of SAC Units s� 1 S� (� �N�� OTHER (specify) � -------------------------------------------v^'-'-r---P�--�'�'---------------�---���,,�-�----�-c{�-�- -L i- Ci-�� ���� � � ,,. � ZO��tG CHECK LIST Zoning District: ���;-�^� Fire Departmen[: Post O�ce: School District: Lot Area: Sc.fr. Acres Width Depch Survey Submitted: Yes K No Date of Survey: "! •� - d S Proposed Setbacks: � Fron[ (Lake): �� Right Side: �2, Rear (Street): 1-(d� Left Side: I ►b Adjacent Structures: N��'�' Wetland: ZS � Buiiding i-iei��: De�'. Hgz. v M�-(M�CQ Feai:iibc. Lo[ Covera�e: /V/� Grading: Staff Approval Date: By: .T I� Council Approval Date: Septic: Staff Approval Date: /(�� � By: Zoning File: # Resolution: # Resolution Date: Shoreland Dis[rict: /�� Av�. Setback: � B1uff Setback: Lot Covera�e: E�istin� Proposed � Hardcover: 0-75' 7�-250' 2�0-500' 500-1000' ---i— Hardcover Variance Required: Yes No Dace of Council Approval: REMA�tKS (in house): � t . , 3 I.''_ � • BUII..DING REV�tiV CHECK LIST ��� �-Z- � � CONSTRUCTION TYPE: '�A Sq Footaoe $Per Sq Ftg ��=— Basement P�aK„�� 37.Y91 x 33.2? _ �,2zt1�32s'.So �v�lc���,� Ur��v.�-no.✓ A++� 1stFloor 3�,�91 x �y,�,o = 2 .'191..�a8.b6 pER s»trE B`d� CyrsP D�✓��,oa 2nd Floor 31.,�d� x Zyyo = Z �s�. 3S2.�D �i4f�`n /i'Ny Zo�S C-ra�Etae3rL6. �f....c. _ ' o _ 36,27�{ z_ ?�{.`d — 2�,70 b�0Y0•�D z — TOTAL q�SIDO�S`�11-3� _Zso,eoo.sa FTL /qN�1 FpJNtO/Ntf�f'� �'�^�r Estimated Construction Value: $_ 9�ZSp�S�I"�.�3a is��e.r9 P��n�s� Inspectioas Required: Work Requiring Separate Percnits: Site _�Plumbing _�( Fire a,�2�ac.¢,� Hazdcover Removal _�Mechanical �Water Connection __�t Footing ' Septic _�Sewer Connectioa _�Framing _�Fireplace �Lawn Irrigation _�! Insulation (Masonry) Other � _�i Wall Board _�(Mgg,) Well (State Permit) °'� F�� Grading/Filling �_Electrical(State Permit) Other REMARKS(IN HOUSE): . -- ------------------------ REY�W BY OTHERS: DATE: Access: Ezis[ing New Access Approval: Date gy; ------------------------------ RENIAR.KS (TO BE NOTED ON PERiI�IT): 8 . . . � � 8��l� s;�ON, P�. �'�t`'iv�ti -�-..,-. � � M � ; rE � �i.._N..s ;IkJ�t.«R, .'l�S�t'sl�,� �u�y z�, aoos Mr. 1'om Z,�chman z�Companies 1 t}300 9 0�"Ave. North ?iymoulh, MN �5441 ftC: Stane Bay ot Orono•Co�dcyminiums 3tructural Review of Ar,chors far Sili Plat�s at CoRidor W�fJs � Ext rior Waits Dear Nd-, Z�chmen: As the Struciwrs! Engine�r�f Recard ror th�i �,ew Stone B�y of C7rann ndominiums proJe�t; 1 have reviervGd a�t!approve,d the folivw(ny sill pl�at+� �nchor� at ha�iMerior corridor waNs and the axterior�w�lls of the buikiing: -CORRIDO�WALL3: NiLTI N�ILS 2-7'18" iNITH WASMER fX-2F 72P8535) - EXT�R�g�,11��,�,�� f�EDH�4D LDT 1240 TAPCON 'J�" DiA. X 4" Maximum spacinq a�anchor� not!o excead 48' at interior and exterior atls. Anch�rs rrquirMd w11h 1�" of�nd of a#I platee uvith minimum of two (2j onchors p r any singlo �hort iength of san p�ate. PIe860 forward � copy of th�a report to the City of Orono Building Ina ion� OfCce. 5ancerely, ���y►aiFtuiwru �°'�4,,i�D �. �` 8troh E 'noerin� �@�l1.•�•.•.•.... ,'�O � f,,,..�.---' �� REG!S'fERE :� : PliOfESSIQ L ; _ Bemle Strt?n . ' ��'w���'�R :'� �'' ��s� '�' ., . •. = �•........••�� ��'M1�1 nN�rtw► ..�•�e &11tC1 NIII�G'.A� 9fApWdr 4�1!!�l 1�'FIiS Y1 Si!�d -'- �i� IR.rill '��.iIGF �1:� �+ �6�''� ��i�1•C9!A</<� r—'} t•il�li 'I��I(M&il►;1�c19�llilf�C' f�f w� Y�MJ �OYJ7�3�L 9 5':E'Z °�0i:,'L'T/t�1 r � r O � � � /� � ��, z, 0� �, ��� I � � � . V� � � � "` ~ Fire In�spection Report G L9kESH�S�`�' Property Name Date Property Address Occ. Class. Owner Name Phone# � Contact Person Phone# Const. Type Canst. Year Addit. Year N Y NA 1.Exterfor N Y NA N Y NA �,S rinR klerSystems ❑ ❑ ❑a.Fre Lanes marked/unobstructed ❑ ❑ ❑e.Storage maintained 2'below ceiling ❑ ❑ ❑a.Adequate coverage ❑ ❑ ❑b.Address Visible (unsprinklered) ❑ ❑ ❑b.Con�ols readily accessible ❑ ❑ ❑c.Fire hydrant(s)accessible ❑ ❑ ❑f. Storage maintained 18"below ❑ ❑ ❑c.Valves locked open or supervised ❑ ❑ ❑d.Combustible accumulation acceptable sprinkler heads ❑ ❑ ❑d.Properly serviced ❑ ❑ ❑e.Gas Meter/piping protected ❑ ❑ ❑g.Aisles maintained-44"min. ❑ ❑ ❑e.Heads in good condition ❑ ❑ ❑f. F.D.connecGons visible 1 good ❑ ❑ ❑h. Rubbish,oily rags,waste material ❑ ❑ ❑f. Wrench/spare heads present conditions properly stored 10.Fire Alarm Eaui�ment 2.Exit Features 5.Flammable/Comb.Liquids ❑ ❑ ❑a.Detectors(smoke,heat)properly ❑ ❑ ❑a.Adequate number of exits ❑ ❑ ❑a.Proper quan6ties installed ❑ ❑ ❑b.Exits,aisies and corridors free of ❑ ❑ ❑b.Proper storageldispensing ❑ ❑ ❑b. Pull sta6ons properly installed obsVuctions ❑ ❑ ❑c.No sources of ignition ❑ ❑ ❑c.�etectors needed ❑ ❑ ❑c.Exits openable ftom inside ❑ ❑ ❑d.Adequate ventilation ❑ ❑ ❑d.Properly serviced/maintained ❑ ❑ ❑d.Exit hardware present and operafional ❑ ❑ ❑e.Proper electrical equipment ❑ ❑ ❑e.TesLs/drills conducted ❑ ❑ ❑e.Exit signs present ❑ ❑ ❑f. Exit corridors protected 6.Utility.Mechanical.HVAC Eauiu. 11.Other Fire Protection Eauio. ❑ ❑ ❑g.Emergency ligh6ng present and ❑ ❑ ❑a.Relief valve present on boilers and ❑ ❑ �a.Standpipes needed operational water heaters ❑ ❑ �b.Standpipemose in good condi6on ❑ ❑ ❑h.Occupant load posted and maintained ❑ ❑ ❑b.Shut off valve present on gas ❑ ❑ �7 c.Adequate coverage ❑ ❑ ❑i. Interior finish acceptabie appliances ❑ ❑ �l d.Hood system-fuel shutoff present ❑ ❑ ❑c.Adequate clearances beiween ❑ ❑ �l e.Properly serviced/maintained 3.ConstrucHon Features combustibles and appliances ❑ ❑ ❑a.Fre separafions present and ❑ ❑ ❑d.Clean ducts and filters � 12.Electrical maintained ❑ ❑ 0 a.Appliances/fixtures in good condi6on ❑ ❑ ❑b.SVuctural elements intact 1.Fire Extingulshers ❑ ❑ ❑b.Overcurrent protec6on present ❑ ❑ ❑c.Rated fire doors present and ❑ ❑ ❑a.Readily accessible/suitable location ❑ ❑ ❑c.Proper use of wiring,connections, operational(dosing/latching) ❑ ❑ ❑b. Proper number and type equipment ❑ ❑ ❑d.Vertical openings acceptable ❑ ❑ ❑c. Properly serviced/maintained ❑ ❑ ❑d.Extension cords not used in place of fixed wiring 4•Storaae 8.Hazardous Materlals ❑ ❑ �e.30"dear access to panels provided ❑ ❑ ❑a.Storage neat and orderfy ❑ ❑ ❑a.Proper quantities ❑ ❑ ❑b.No combustible storage in boiler or ❑ ❑ ❑b.Proper Storage/Dispensing ❑ ❑ ❑t3.Other; mechanical rooms ❑ ❑ ❑c.Proper Separation/Compatability ❑ ❑ ❑c.No combustible storage in unprotected ❑ ❑ ❑d.Marking/Iden6fication present ❑ ❑ ❑ attics ❑ ❑ ❑e.Compressed gas cylinders secured ❑❑ � � ❑ ❑ ❑d.No combustible storage under unprotected stainxays Pe�sans on Inspection: FOR FUFITHER ASSISTANCE, PLEP,Sc CONTACT INSPECTOR NAMED BELOW. Owner/Rep.: Inspector. �����a���e� IPnonel ISionanuei , FE�'-�-2fd0G BB�39 Ca'POhENT hWN.FACTU2IhIG 3i5 9EB4 P.2� � �� Ff�{ FO. :2��94�5465 Feb. 20 �006 07:57K1M Pi5 �E@�-28-20(�B 12=8Q Cd�POt�R 1'pN.FACTIRJN[3 335 96g4 P.�B � -•• ���.. ..�r . S12�1R �RSSA 1 �� �oioo6 io.s o � o � s ot orbmo - ae�! srnas�s �0 3s u is-s-� s.s�: a.s:: � �: sx� . ao s-a•s� � r �� � � . ..y. � �o.�-- ��. z �P.P� . � I � �� ' � �w� s�r�e - ��� I �N�.. � . � ,� M 4"s'' v u a - �:: � �w p ,� g � � ro�.:.00 . �� . ��ss�t s:to 36'' �� � �-------�=�=��.._��_..��:. __ � . � .q. � � g ; �"��ss � :��--_ .__._-�- -- -ao-io-s-_.__ __._...._.. __-r�. r t M 0 � J1it.l7i1'��1I� bOP.RZO &�0.1U'•1' --• ��,.�Pe'!R. �'�. ---•--�/� L..T~�4.iZ�� ��� �t Il�7G Ta Oa. �sos� Br�a r�� � •�E �V PP��T 't"'2i .v s"S �,tJFC,. so oa. aros� �uc� � d �.p t .� Ta aa, croas xraa �''e �, c-a X �T�t �'�c.� s si�. x � sss . .• c �.o etr ctr a.so . t--400 h-�VI� :4�at s G� 3 oC1 5 � s.o ctr ctr o.�e �� � s.o s.2-s.s o.ss �' �9 �r� �ax -�-o -g-� � s.o � �= o.�� � ` • c 6.0 Ctr Ctr 0.79 1�°c#' s " ¢'i�e,l ST�4�GGt12�E�y c s.o.ctr ctr o.�a : �.o o.� �.o o.ss c S.@ Ctr Ces 4.65 �E- ArA t7 1"' ZX� �L S�� �`T`r�2.+�C '�' �.a c� cr.� o.s4 � M�,�.� GEi�/GTfi� �j'IE ct�f w Z-/Gal s s.o cr.r ct= o.�o S.0 CEs CGc 0.70 , 5.0 Cts Ctr O.Q3 4.0 Ctr Ctr @.44 � "' =116. d�if. +uu a sw�► c..r o� r •v u -a �'� , 11D 1 tows Q�i oa D •C Z -a f2GTto�. 7ltttch Q.S.wieb t2)-lOd aails S -� . a! �ach �reb. 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Re���� �a�. 3�Po.�J w.�� :� � . �t.�J M� a � �3 V p Po R..-t-� '7�..v�s L.E EL. . .�- Cv-r- gqc-K. •� ��- „ g � Culias p2na -- Y�r�i� �r nn�: u-�avos .� �'D'.� ZX� SPF s$ � �'v [�e,�tA�„, � - � ; CfZ -=iss- --- . ' . a�c o.ss s: s aa:- ' . s�i x -s � a ws- ` sc o.�s �c a �r_ I ti� o.BZ Zx 3 sD!'• � ' � Hrae� tsuss a�s �olid , ' � ' O..C. �roa - , TC t�e. 0- 0- _ �. � 8C l0- 0- 0 0- 0- 0 30- i- 6 � ---N�bs•----••------ � � " �s z rows cr� oa� x -a u .x o.os i�a c . . �ts s soMs cLs c� s .s x -x o.9a x�s� c � as RsssR io mro. a� 11D 1 zoM� CL3 o�t = -i 8 -P 0.07 7.Zt ? � � �, � • MS 2 soMi CLs.e�a J �D D -P 0.40 333 ? �DDZTIOtP�L �PRG2FIQTICN�. CN N8 1 swrs CL1 on D -C ! -I 0.31 85$ C 2 � • 7lttacb► C6D vi.th t�)-19d suils 2 -S 0.3A s45 C }, k �: at �ach Meb. E -J 0.35 59I ? � f�t�� �,s J -a o.ss isa� c 2 sr t �g. cao, LoadioQ Liva DOad (yat) D -C 0.�4 630 C 1 8s �nsiy�i� sas To, TC 40.A 10.0 , �s� ',� � 0� sc o.o s.o ra a�ti -o.ac� ss s -a L/�iz n.ss� tor io n,t aon- Total 40.0 15.0 55.0 TL A�tl -O.Ss� ia s -D !+/643 � yy � �. $?�a� Z�.O• 81ws // �eaia 1� ' -= 0.73 14x ooa�• 1752 7bs � ia,�b�or Dusatio�t taatAr 1.I5 �s DSsD I�L D� TL Oaalitp �arol �'aatos t.�8 giata nYYiakf011 �aCtO= 1.15 J� D O.A�" 0.01• 0.05� - re sb.�.is sc.:.io rt.i.io �: D . eC lb.1.10 pa■1.10 1t.1.10 Plrz�s tos �h pip �a�h laaa. DL�1'1'I11Ci OOM�'O�11D 'i�0 Tl�=-l5. • Pius 1 DeC LL Load dwts� �: i3�Ci l7i1. iC90 4l9t �`: • �'� 9i-15, lII 9700l9-1f _ .Jt A�act tlpltt eis� R�q+d � �� �. 1bi Ybt Ia-!!x IA-Sx DI1� OIt 8� S! IAAA�t N liiY •0 a- � Z•l0 IISZAB b`ROBs ll�p �. a ss�s e s- a a- z ris�. - t,ocyt so aa, oross asN - I. 4S 0 I- i i- 0 81wLs - RHS 20 Oa. Osoaa Araa ewww+�Gw4.w..Mn Iw�tlY�`rrf��f00L111YMwMw NAMs� .r.�..1 MwM1N�w.�w.�n�.....r. ' TOTAL P.01 11/1412005 22:40 7635352746 BRUCE LEHRER PAGE 01/11 BXEN.�,`�:'g*�ia�e Resistance Ratings-ANSWL 263 http://database.ul.com/cgi-b' /template/LISEXT/IFRAME/sh... . �� �,.. t�,l� � '�-"�I,'t � ���+��J � t�� � �� �LUnderwriters ��C����:�.... G�'►��N� Laboratories Inc.� /� � t�-�' BXUV.L539 Fire Resistance R.atings � ANSI/UL 26 �„ �j� � See Genera.l Information for Fire Resistance R�tin�s -ANSI/UL 263 Design No.L539 October 27,2005 Unrestrained Assembly Rating---1 Hr. Finiah Ruting-�--21 Min. f�) � . f . -, *�, _ /,%'f ',y,``�*, �,f�''`."'� ~~'"- ��..''� `�`� .�.. ''-.`�,.�.., �` } •� K�+�• . ; ` , ,'^��( f,` �, ��`�'fr� �r` '�II � � � �4.�.,��� .: .+' _ ��'�y T..iL..• `. .I .� � � . �r�` �. � � � � `� ,,. ,� j �f �,-�,- �`�, .�'�� � �``�;� ;r•'',� �,� ,- , �` � . +;�' � Y �,� � � �� � '��l ; } � � � ; ► �' .� M� - iii�..li uWwlwh�W w+1i�... j `.y ��I ��� �•�`+ R j 7 i ��yr i. Flooring Systems—The floori�system shall consist of one of the ollowing: Systcm Na. i Subfloaring--Min 23/32 in.thick T 8c G wood structurat panels,min grade "Underlayment" or"Singte FIoar". Face of plywood or strength axis of panel to be�rpendicular to e jpists with end joints staggered. Plywood or panels secured trusses with construction adhesive and No. 6d ringed shaak nails, Stapics having equal ar greater withdrawal and late resistance sirength may be substituted for the dd ring shank 11/14/2005 22:40 7635352746 BRUCE LEHRER PAGE 92/11 BXUV.i.,539-F��re Resistance Rating,s-ANSUtJI.263 hrip://database.ul.conn/cgi-b' /template/LISFXT/1FRAMFJsh... nails. System No.2 Subflooring--Min 23/32 in.thick T 8c G wood struc panels,min grade"Undertayment"or"Single Floor". F grain of plywood or strrrencngth axis of pauel to be perpendicul to the joists with end joints staggered. Plywood or panels sec ed to trusses with construction adhesive and No. 6d ringed sh nails. Staples having equal or great�r withdrawal and 1 resistance slrength may be substituted for the 6d ring s �ails. Fin�6 Ftoor-Mineral and l�"iber Board*—Min 1/2 ' .thick, supplied in sizes ranging from 3 ft by 4 8 to$ft by 12 ft AlI joints to be staggered a min of 12 in.with adjacent sulr oor joints. xo�,so�co--T�a4o-32 Mineral and Fiber �a System No.3 Subflooring--Min 23J32 in.thick T&G woad stru pancls,min grade"Underlayment"or"Single Floor". Fac grain of plywood or strength axis of panel to be perpendicular t the joists with end joints stagg,ered. Plywood or panels sec to trus�es with constivction adhesive and No. bd ringed s nails. Staples having equal or greater withdrawal and lat resistance strength may be substituted for Lhe bd ring s nails. �'laor Mat Materials*—{Op�onat}---Nom G mm 'ck floor mat materiai adhered to subfloor with Hacker Floor ' er. Primcr to be applied to the surface of the mat prior to the placement of floor-topping mixture. When floor mat ma 'al is eised,min thickness of floor topping mixture is 1 in. HACICER XNDUSTItIES INC—Type Hackcr Sound- t Alternate Floor Mat MxteriAls*--(4ptionai)---Floor material nom 10 mm thick adhered to subfloor with Hack Floor Primer.Primer to be applied to the surface af the prior to the ptace�ern of a min 1-1/2 in.of floor-topping mix HA►CI�R INDUSTRIES INC--Type Hacker Sound-M II. .Alternate Floor Mat Materinls*--(Optional)--Floor m 11/14/2005 22:40 7635352746 BRUCE LEHRER PAGE 03111 BXUV:L539-F�es Resistance Ratings-ANSUUL 263 ht.tp://database.ui.com/cgi-b' /template/�,ISEXT/1FRAME/sh... material n�m 1/4 in.tbick loose laid over the subfloar.Floor topping thickness shall be a min of 1 iu. HACKER INDUSTItYES INC--T'ype Quiet Qurl S /025 Alternate Floor Mat 1Vlaterlals*--�-(Qptional)--Fl r mat material nom 3/8 in.thick lvose laid over the subfloor. ioor topping thickaess shall be a min of 1-1/2 in. . HA►CY�ER INDUSTRIE5 INC--Type Quiet Qur160 040 Metnt Lath(Optionxl)--For use with 3/8 in. or 14 floor mat mat�rials,3J8 in. expanded steel diamond mesh, 3. lbs/sq yd placed over the floor mat material.Hacker Floor P ' er to be applied priar to the placement of the metallath. When etal lath is used,floor toppi.ng thickness a nom I-1/4 in.over the oor mat. Finiah Flooriag-Flaor Toppin�Muture*—.-iV1i 3/4 in. thickness of floor topping mixture having a min compre sive strength of 1100 psi. Mixture sba11 consiat of 6.8 gal of ater to 801bs of flaor topping mixture to 1.9 cu R of sand. HACKER INDUSTRiES INC--Firm-Fill Gypsum C ncrete, Firm-Fi112010,Firm•Fill 3310,Firm-Fill 4410,Firm-Fil High Strengtth,Cyp-Span Radiant System No.4 Subflooring--Min 23/32 in. thick T&G wood struc panels,min grade"Underiayment"or"Single Floor".Fac grain of plywood or strength axis of panel to be perpendicular t the joists with cnd joints staggered.Plywood or panels s to trvsses with constntction adhesive and No.6d ringed sh nails. Staples having equal or greater withdrawal and late resistance strength may be substituted for the 6d ring s nails.Floor Mat Materist�*-(Optionai)---Nom 1/4 in. 'ak ficwr mat material loose Iaid over the subflaor. Maxxon Fl Primer to be applied to the surfacc of the mat prior to the oor topping placement. When floor mat material is used,min thickness of floor topping mixture is 1 in. I4'IAXXON CORP--Typc Acousti-Mat II. Alternate Floor Mat Matenials* �(Optional)-Nom 0.8 i . thick floor mat materiai loose la.id over the subfloor witb C ack 1111412065 22:40 7635352746 BRUCE LEHRER PAGE 04/11 BXLJV�.�,539-Fire Resis�nce Ratiags-ANSUUL 263 http://database.ul.com/cgi-b' V/template/LISEXT/IFRAMEIsh... Suppression Mat(CS1VI�toose laid over the floor mat terial. Ftoor topping mixture shall be min 1•1/2 in. l�'YAXXON CORP—Typs Acousti-Mat 3,Crack S ression Mat(CS11� Metal Lath{Alterna,te to Crack Suppression Mat(CS )-318 in. expanded galvanized ste�I diamond mesh, 3.4 lbs/sq yd loose laid over the Aoor mat material.Floor topping mixture hail be rain 1-1/2 in. Alternate Floor M�t Materials*-(Optional)—Nam .4 in. thick floor mat materiai loose laid over the subfloor.M on Floor Primer to be applied to the surface of the mat prio to the floor topping placement. Floor topping mixture shall be ' 1-l/2 in. 1�IAXXON CORP—Type Enkasonic 9110 Metal Lath(Optional)--For use with�loor mat materi , 3/8 in.expanded galvanized steel diamond mesh, 3.41bs/sq or Maxxon Corp.ITL Classified Crack Suppression Mat(C 11� loose laid over the floor mat material. Floor topping mix sha11 be min 1 in. MfAXXON CORP---Type Crack Suppression Mat(CS Finish Ffoor�n�-Floor Topping Mixtnre*—Min 3/4 ' . thickness of floor topping mixture having a mi.n compress ve strength of lOQO psi. Mixtiue sha11 consist of 3 to 7 gal of ater to 80 lbs af floor topping mixture to 1.0 to 2.1 au ft of 1�ZAXXON CORP--Type D-C,GC, GC2A00,L-R, T-F,CT � 5ystem No.S Sabfloorin�--Min 23/32 in.thick T&G wood st�vctural panels,min grade "Underla.ymenN'or"Single Floor". Face of plywoad or strength axis of panel to be perpendiculaz to e joists with end joints staggered.Plywood or panels secur�d o trusses with construction adhesive and No. 6d ringed shank nails. Staples having equal or gr�ater withdtaawal and lateral resista,nce stiength may be substiiuted for the 6c!ring shank 11/14/2005 22:46 7635352746 BRUCE �EHRER PAGE 05/11 BX[J�.I.539-�ire Resistaace Ratings-ANS1/UI.2G3 http�/database.ul.com/cgi�' YVltemplate/LISEXT/1FRAME/sh... nails. Floor Mat Muter�l�*-(Opaon�l)--Nom 1/ in.thick floor mat materiat loose laid over the subfluor. Ma�c Floor Primer to be applied to the surface of thc.mat prior to e floor �PP�Placement. When floor mat materiai is used, . thickness of floor topping mixture is 1 in. 1VIAXXON CORP—Type Acousti-Ma#II AJternate Floor Mat Materials*-(Uptional)-Nom .8 in. thick floor mat material loose laid over the subfloor wi Crack Suppression Mat(CSM)loo�laid over the floar mat ria1. Floar topping mixhu�e shall be min 1-lrl in. MAXXON CORP--Type Acousti-Ma#3,Crack Sup ression Mat(CSM} Meta!Latb{Alternate to Crack Suppression Mat(CS ))-3/8 in.expanded galvanized ste�l diamond mesh, 3.41bs/sq yd Ioose laid over the floor mat material.Floor tapping mixture hall be min 1-i/Z in. AJternate Floor Mat Materiais*-(Optional)--Nom .4 in. thick floar mat material ioose laid over the subfloor.M on Floor Primer to bc applied to the surface of th�mat pri to the floar tvpping placeiuent.Floor topping mixtare shall be ' 1-I/2 in. MAXXON CORP--Type Enkasonic 9110 Metal Lat6{Optional)--For use with floor mat materii s, 3/8 in.expanded gaivanized steel diamond mesh,3.41bslsq d or Maxxon Corp.UL Classified Crack Suppression Mat(C lv� loose laid over the floor mat material. Floor topping mi e � shall be min 1 in. MAXXUN CORP--Type Crack Suppression Mat(CS ) � Fiaiah Flooring-Floor Toppiug Miztare*-Min 3/4 ' . thickness of floox topping mixture having a min compres ive strength of 1200 psi.Mixture shall consist of 4 to 7 gal o water mixed with SO lbs of floor topping mixture and 1.4 to 1.9 cu ft of sand. 11/14/2005 22:40 7635352746 BRUCE LEHRER PAGE 66111 BXLN,X,539-Fire Resistar�ce Ratings-ANSWL 263 http://database.ul.com/cgi-b' /template/LISEXT/1 FRAME/sh... RA►PID FI,OOR SYSTEMS—Type RF,RFp,RF`tT RFR, artecrete System No.6 Snbflooring---Min 23/32 in.thick T 8c G wood struc panels,min grade "Underlayment"or"Single Floor". F grain of plywood or strength axis of panel to be perpendicul ta the joists with end joints staggered. Plywood ar panels sec to trusses with construetion adhesive and No.6d ringed nails. Staples having equal or greater withdrawal and 1 eral resistance strertgth may be substituted for the 6d ring nails. Vapor Barrier--(Optionai)-Nan 0.030 in. thick co ercial asghalt s�turated fel� Ftoor Mat Mnteriala*--(Optionai)-Min 3/8 in,to m 3/4 in. thick floor mat material loose laid over the subfloor. IJNITED STATES GYPSUM CO--LEVELROCK Brand Sound Reductian Board Alternate Floor Mat MateriaL�'�—(Optional)-Nom /4 in, thick floor mat materialloose laid over the subfloor. Fl r topping thickness shall be as specified under Floor Top ' g Mix#ure. U1�TITED STATES GYFSUM CO--LEVELROCIf�$rand Floor Underlayment SRIV.�-25 Alternate F�oor Mat Mwterials*--(Optional)-I+tom 8 in. thick floor mat material loose laid over the subfloor. SOLUTIA INC--Type SC50 Finesb Flooring—�Floor Topping MiaMre''—Min 3/ in. thickness of floor topping mixture having a min compres ive strength of 1500 psi.Thickness increased to min 1 in. for use with LEVELROCK�Brand Floor Underlayment S1tM-2 . Refer to manufacturer's inst�n�ctions accowPanYing the terial for spocific mix d�esign. 11/14/2005 22:46 7635352746 BRUCE �EHRER PAGE 07/11 BXUV�.L539-Fire Resistaace Ratings-ANSUUL 263 http://database,ul.com/cgi-b' /template/LISEXT/1FRA►MFJsh... UNITED STATES GXPSUM CO--LEVELROCK Brand 2500,LEVELROCK�Brand RH System No.7 Subflooring--Min 23/32 in,thick T&G wood stru panels,min grade "Underlaymeat"or"Single Floor". ce grain vf plywood or strength axis of panel to be perpendicul to the joists with end joints staggered. Plywood or panels sec to rivsses with construction adhcsive and Na 6d ringed s nails. Staples having equal or�greater withdrawal and 1 resistance strength may be substituted for the 6d ring nails. V�por Barrier--(Optional)--Nom 0.030 in. thick commercial asphal#saturatai f+elt. Floor Mat Matertals*—(Optional)-Min 3/8 in.to 3/4 in. thick floor mat material loose laid over ihe subfloor. UN�ITED STATES GYPSUM CO---LEVELROCK Brand Sound Rsdaction Board Alternate Floor Mat Materia�ls*--(Qptional)-Nom /4 in. � thick floor mat material loase laid over the subfloor. UNiTED STATES GYPSUM CO--LEVELR4CK Brand FYoor Underlayment SRM-2S Alternate FEoor Mat Materinls*—(Optional)-Nom /S in. thick floor mat material loose laid over the subfloor. SULUTIA,INC—Type SC50 Finish Floorang--Ftaor Topping Miature*--Min 3 4 in. thickness of floor topping mixture having a rain comp ive strexigth of 2100 psi.Thickness incrcase�i to min 1 in fn use with LEVELROCK�Brand Floor�nderlayment SRM- 5. Refer to manufacturer's instructions accompanyuig the terial for specific mix design. UNITED BTATES GYPSUM CO--LEVELROCK� rand 11/14/2005 22:46 7635352746 BRUCE �EHRER PAGE 08l11 BXUV;LS39-F'ue Resistance Ratings-ANSI/UL 263 hitp://datab�se.ul.com/cgi-b' /template/LISEXT/1FRAMFJsh... 3500, LEVELROCK�Brand Commercial RH System No.8 Subflooring--Min 23/32 in.thick T&G wood struc al panels,min grade"Underlayment"or"Single Fioor". grain of plywood or strength axis of panel to be perpendicul to the joists with e�d joints staggered, plywood or panels sec to trusses with constructian adhesive aad No.6d ringed nails. Staples having cqual or greater withdrawal and 1 resistance strength may be substituted for the 6d ring s ank nails. Vapor B�rrier--(Optional)-Nom 0.030 in.thick co rcial asphalt s�turated felt. F1oor Mat Materixl�*---(Optional}-Min 3/8 in.to 3/4 in. thick floor mat material loose laid over th�subfloor. UNTTED STATES GYPSUM CO—LEVELROCK Brand Sownd Reduction Boazd Alternate Fbor Mstt Mater�ials*---(Optional)-Nom !4 in. thick floor mat material loose laid aver the subfloor. Fl r topping thickness shall be as specified under Floor Top in� 11�iixture. UNITED STATES GYPSUM CQ—LEVELROCK Brand Floor tJnderlayYnent SRM-25 Alternate Floor Mat Mxterials*—(Optional)-Nom /8 in. thick floor mat materiai luose laid aver the subfloor. �OLUTIA INC--Type SC50 F�nisL Flooring--Ftoor Topping Mixture*--Min 3 in. thickness of floor topping mixture having a min compre ive sixength of 3040 psi. Thiakness iacreased to min 1 in.fo use with LEVELROCK�Braud Floor Underlayment SRM- 5. Refer to manufacture�'s instructions accompanying the terial for specific mix design. 11/14f2065 22:46 ?635352746 BRUCE LEHRER PAGE 09111 SXUV,LS39-�ire Resistance Ratings-pNS1/UI,263 http://datab�se.ni.com/cgi-b' /tennplate/LISEXT/1FRAME/sh... 2. Wood Jo�sts--Mi.n 2 by 10,spaced 16 in.4C and effectively reblocked in accordance with local cades. �. Crasa Bridging�--•Min 1 by 3 in.or min 2 by 10 solid blocking 4.Batt�and Blankets�--Any glass fiber or mineral fiber batt 'a1 bearing the UL Ciassification Mazking as to Fire Resistance.Nom 3-5/8 in.thick g�ass fiber bat�s baving a min density of 0.6 pcf friction-fitted between joists o underside of subfloor. When unfac�i batts aze used,batts secured in place with 1 retainer wir�s cansisting of nomina123-3/8 in, lengths of 0.485 in.diameter steel wire with "toothed"ends. Ret�iner wires pressed into joist cavity,against und ide of u�sul�ion, spanning between and biring i�tto the jaists on both ends Retainer wires spaced raax 12 in.OC.When faced i�atts arre used, batts secured to j ists�on both sides with staples spaced max 1�in. QC, See B�tts and B1Ankets(BZJZ)cat�gory for names of manufactur� . 5. Rafters--Nom 2 by 6 in.,spaced max 24 in. OC,bridged la ly with solid blocking max 7 ft OC. SA. Structural Steel Mcmber�-(Not Shown)---As an atternate o Item 5,light gauge steel truss syste�m manufactured f�rom cold-formed,galvaaiz steel chord and web members confornung to ASTM A653 Grade 33 or higher eld strength. Steel thickness of truss ohords shail be min No. 1$MSG and web ions a min � No.20 MSG. Truss members weided together.Truss chord and web members to be designed in accordance with the American Iron aad Steet Institute's pecihcation for the Design of Co1d-Formed Steel Structural Members,most c nt edition. Trusses shall have a min depth of 8 in. and b�spaced a max of 24 in OC.Where the truss intersects with the iuterior face of the e�riar wa�l,the min truss depth shatl be 12 in. with no min slope. 6.Sheathing-(Optional}--RaRers may be sheathed with plyw gypsum boatd(Item 7)or Mineral and Fiber Boards*. When piywood is used, solid blocking far rafters may be omitted. See Minerrnll and Fiber Boards(CERZ}category far names of man acturers. 7. Gypsum Baard*--Nom 5/8 ia. thick,4 ft wide gypsum board i ed with long dimension perpeadicular to rafters with end joints located under bottom of rafters. End joints in adjacent mws shall be stagg�ered on adjacent joi . Gypsum board secured with 1•�/8 in. long 6d cement coated coolsr nails or 1- /8 in, long No.6 Type S bugle head steel screws, spaced 7 in.OC along the ed s and in the field. AMEItiCAN GYPSUM CO--Types AG-C. BPB ANIERICA INC—Type FRPe,ProRoc Type C. 11/14/2005 22:4� 7635352746 BRUCE LEHRER PAGE 10111 BXUV:.L539-Ffre Resistance Rat�ngs-ANSWL 263 http:/k�tabase.al.com/cgi-b' /template/LISEXT/1FRAIvIE/s1�... BPB CANADA INC--ProRoc Type C. CANADIAN GYPSUM COMPANY—Type C. � GP GYPSUM CORP,SUB OF GEORGIA-PACIFIC CORP—Type 5. LAFARGE NURTH AMERICA INC--Types LGFC-C,LGFC- /A. NATIONAL GYPSUM CO--Types FSK-C,FSW-C,FSW-G. PAECO GXPSUM,DIV OF PACIFIC COAST BUILDING PRODUGTS INC—Type C or PG-C. STANDARD GYPSUM L L C—'Type SG-C. TEMPLE-INLAND FOREST PRODUC'�'S CORP--Type TG- . UNIT�D STATE5 GYPSUM CO-�—Types C,II'-X2. 8. Fini�hing Sy�tem-(Optional,Not Sbown)---Vinyl,dry or pre ' ed joint compound,applied in two coats to jaints and screw-he�ds.Nom 2 ' .wide paper tape embedd�l in first la.yer of compound over alt joints.As an alte ,nora 3/32 in.thick veneer plaster may be applied ta the entire surface of gyps board. *Bearing the UL Classification Mark Last U ated on 2005-10-27 11/14l2905 22:40 7635352746 BRUCE LEHRER PAGE 11/11 BXW:I.539�-F'ue Resistance Ratings-ANSUUL 263 httpJ/database.ul.com/cgi•b' /template�LISEXT/IFRAMF,/ah... . This page and a11 contents are Copyright�2005 by Undernriters Laboratories Inc.� The appearance of a campany's name or product in this database does not in itself assure products so ident�fied have been manufactured under UL's Follow-Up Service.Only tbose products ' g the UL Mark s3iouid be considered to be Listed and covered under UL's Follow Up Service.Always 1 k for the Mark on the produc� UL germits the repmduction of the material contained ia the Onlin6 Certification Directo subject to the following conditions: l.The Guide Inforn�ation,Desigas and/or Listings(files)must be sented in theit entirety aad in a nan misleading manner,withaut any manipulation of tt►e dat�(or drawings).2. he statement"Reprinted from the Online CertiBcations llirectory with permission from Underwriters Laboratorie inc."must appear adjaoent to the extracted material.In addition,the r�printed material must inciude a cop 'ght notice in the following format:"CoPYI'►Eht�2005 Underwriters Laboratories Inc.�" An independent orgenlzatlon workinq for a safer world with integrity, Drecision and knowiedge. 11/21/2005 90:07 7635352746 BRUCE LEHRER PAGE �1/61 : — . � • � J � � s� � -�'S� � O � � - N O -�:� .-- � � � � � � S� N�+`- � L � � �- � 4f� � � Q � � � r� Ov6 � � � � � � � � �� � j3 � � .9 c!� -6 � p � \ � ' ('f) � p � � ;6 / � � � n� p0 � � � � v O O � � � � � � � . � � � � � � � �- � � � � � �� q � � � � � � � � � ���- � � � � �L � � � �,� L � o� � � � � � � � � � �'e � �`.� � � °� �, � o -�.� � � � � a o o � �. ,_ "` � a .� �� � � � � � � � � � � � � ..__.. �' O�O � � `) O p� _ �-I� O � � � � �� m `' �, � � � � � �� � N� � o � � � � � � ;g .� � \ . � � � � �� � � � O � � � v �-� pOL � 6 � v00 � I� � � � � '� � -u.� � a-� � � � �� O � � . -,-,� � � � � �t �1��- �� � � 1 ` ` I� � ATE TI CITY OF ORONO GALLED IN ���O Co INSPECTIO OT SCHEDULED PERMIT NO COMPLETED � ADDRESS L-�P�� -2 tt�./ OWNER CONTR. C�,��.�, TELEPHONE NO. �S �' ��5 — � 3 $ �_� � DESCRIPTION ` lC`�� ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 0 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti Q 3 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z LL BD. 12 WATER HOOK-UP 17 SITE INSPECTIQN Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER R1EMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/H�EMOVAL � OWNERICONTRACTOR TO MEET YOU�YES_NO � COMMENTS: � � W C � � I � l.J 0 � �e - � , � �� � � W � Q � �( GY� ��f z � o � � � rEC � S�� ,� W � � d W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � CORRECT WORK,CALI FOR REINSPECTION TEMPORARY I V ORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR W4LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49�46�� OwnerlContractor on te: r Inspector. � �j White Copyllnspector's File Canary Copy/Site Notice I �' � V �+' � ) � I ��-' p� TE T CITY OF ORONO CALLEO IN D�� INSPECTION E SCHEDULED ' '� �O PERMIT NO. connP�ET � ADDRESS ���L� �� � `� � I� OWNER CONTR. TELEPHONE NO. � - � � DESCRIPTION L ' � � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING y 02 FRAMING 13 MECHANICAL L 19 LAKESHORE/W�TLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAI� Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE�NSPECTIpN Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q �_PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVA� J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: 1,.�►'1 I T �I� . � � � , � 1 ��_�1 � � O �. � �, "�. O IL �a � � 16 -.21�7 -- Q � i � � 3i � � � /l��-��I c,��S W � I � , a � ORKSATISFACTORY:PROCEED G PROJECTCOMPLETE , W C CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF O�CUPANCY � ❑ ORRECT WORK,CALL FOR REINSPECTION TEMPORARY � � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� OwnerlContractor site Inspector. White Copyllnspector's File Canary CopylSite Notice � � � II � � 9�AT�Ef TIM CITY OF VFSO� � LLED IN �ir/7 CY� INSPECTION NOTICE �LED L'' PERMIT NO. ' C COMPLETED ADDRESS �� � v ��"�"E"`"I ����� ���� '� OWNER CONTR. � �� TELEPHONE NO. ��� - ������ l7 7„� � DESCRIPTION ��P`'�'��'q � l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING Rt 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMEN. S: a I . �ScR � ''l bo r �� P��.� �-�U� o S ����� z p� �7-� �-� �n �. � — � ;,7- � � c ti�1' �� t �t 5 %'�1..��.�� � Q r�C�� �A /'�: c��" E� ����¢� � � `3 - ��-'F�1 ,�c, � �,r S'} ��1.� � /� ���.P,y � � (�.5 �� .�t ��J. � j 5� �� � �� � 5 A .�' ��/l� ,�' � �,� a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O CI�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V EFORECOVERING PERMANENT I ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49�4600 Owner/Contractor on site: Inspector.�,,.4/ ,—t ����� White Copylinspector's File Canary CopylSite Notice �l!j _ °i�� \`\-�..� � � ` C�TY OF RONO CALLED IN D/ L ll�� U� I E INSPE�ON NO CE SCHEDULED �� � � PERMIT NO. " � r � COMPLET� ADDRESS �C,✓ �� c' � C-� /'""�C�`� • � _ OWNER CONTR. Z� �'('/��UC17�r7 TELEPHONE NO. �r���i) c�3r� � � Y�c� � DESCRIPTION��/,'l J�Cf'�IrCp� �U�/h �/�S���/S� � 01 TING 11 MECHA ICAL RI 18 EXCAV/GRADIN /FILLING Q 2 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER R�MOVAL J 10 PLUMBING FINAL 36 FOUNDATION/R�MOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � I • � � �� �/f �5c.i l ,A-�� � � � � ��'T� �,.�e �S �� W r- � Q � z W � I W � j O � W ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑ CO RECT WORK&PROCEED C ISSUE CERTIFICATE OF OC�UPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '�CITATION ISSUED I C INSPECTION REOUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-�6QQ OwnerlContractor on 'te: Inspector. / f( � White Copyllnspector's File Canary CopylSite Notice ; �� � •c� DAT T ME / CITY OF ORONO CALLED IN 0 . - INSPECTION NO SCHEDULED PERMIT NO. COMPLETED ADDRESS `C �Li���� OWNER CONTR.Z� TELEPHONE N0. � ��— ���� � DESCRIPTION ' -��`��� ry� � � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADIN /FILLING Q ❑ FRAMING ❑ MECHANICAL FINA� ❑ LAKESHORFJW LANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTI Q FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC INSTAIL. 'C � ❑ FOLLOW-UP W ❑ PLUMBING RI ❑ SEPTIC FINAL �V � ❑ HARD COVER R MOVAL J ❑ PLUMBING FINAL �,�' ,� ilt� OUNDATION/ MOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO ��' y COMMENTS: a ;�� S i ��G- �� S ° � oS�'Q�G �l � A-Fof' Ti•�t�•. No �- cc � � 3 • S2 cc�rc G-As t��I¢- o?=`� 3 �' �'loo� Fcrr� ce � u�� NO ='.v '�rN A re �ioowS Q •�• �:fe 6t�K A:-f (�-i-cfr�J. :?"� ''loor �cr .9�e 4too.� � �o • /' .4t 3 r��bo� � �ecl. Roorc, � �.� S �7�',���c cs' -r�,%�. � 3 "—`� F � l3otr�► 3�s-�i9- W � � . d ' W ❑WORKSATISFACTORY:PROCEED ' ❑ PROJECTCOMPLETE � �CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF CCUPANCY W � ❑CORRECT WORK,CALL FOR REiNSPECTiON TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWlTNIN HOURS. ppHOTOTAKEN INSPECTOR WFLL RETURN 0 STOP ORDER POSTED.CALL�NSPECTOR �CITATION ISSUED ❑INSPEC710NREQUIRED.CALLTOARRANGEACGESS. Call for the next inspection 24 hours in advance. (952) 24 -460� OwnerlContractor on si : r Inspector. White Copy/inspecto�s File Canary CopylSite Notice , 1 �s '� � , I ( � �r,a p.,� DATE I�IME '� CITY OF ORO� rp� � CALLED IN INSPECTION OTICE " e� SCHEDULED � �� PERMIT NO. O COMPLETED � �� � � ADDRESS • OWNER CONTR. �� �nsf. I TELEPHONE NO. � DESCRIPTION , (� I ly� 01 FOOTING ��1/MECHANICAL RI 18 EXCAV/GRADING/FILLING Q02 FRAMING %�'` 13 MECHANICAL FINAL 19 LAKESHORE/WEtLANDS y 03 INSULATION >>��� 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD./(.'�r�� 12 WATER HOOK-UP 17 SITE INSPECTION Q 5 FINA � � 14 SEWER HOOK-UP O6 PROGRESS � O-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER RE�v10VAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: rC� � ��A�'�I �'P ��l�✓�'� ' W a � . �c� i� !��'C�SS 0 a � � �- ���T n,�l i el� I-I��1 c� /=��,v q�� W , � �c�c�s„� Q � z � ` ���' :� �P b r � /^--1� � f w �rl y W � � � d W ❑WORKSATISFACTORY:PROCEED ❑�PROJECTCOMPLETE Y � CORRECT WORK&PROCEED C�'ISSUE C IFICATE OF OCq�UPA C ��� W � pQ O ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY r�� V BEFORECOVERING PERMANENT ���A�Q ❑CORRECTUNSAFECONDITIONWITHIN HOURS. u PHOTOTAKEN �N ��'I INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ Owner/Contractor on site: Inspector. .0� ��/ J Whiie Copyllnspector's File Canary CopylSite Notice �