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Home My WebLink About2005-P08723 - addn/remodel/repair PERMIT C'TY OF ORONO Permit Number: 27�) Kelley Parkway - PO Box 66 Po8723 Cr� .t.al Bay, Minnesota 55323 Permit Type: Addition/Remodel/Repair (952) 249-4600 Date Issued: 5/16/2005 SITE ADDRESS: 1895 Fox Ridge Rd Long Lake,MN 55356 PID: 03-117-23-13-0007 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Permit Class: Building Census Code 434 Permit Sub-type(s): Addn/Remodel/Repair Permit Type: Addition/Remodel/Repair DETAILS: Approved per resolution#: Separate permits required: t'lumbing lviechanicai rirepiace Eiectrical(statej NOTICES/REMARKS: FEE SUMMARY: PermitFee: $ 2,113.75 Valuation: $ 300,000.00 Plan Review Fee: $ 1,373.94 State Surcharge Fee: $ 150.00 TOTAL FEE: $ 3,637.69 APPLICANT: Anderson Woodcraft Inc. OWNER: Tobin&Mae Dayton 1438 85th St NW 1895 Fox Ridge Rd Buffalo, MN 55313 Long Lake MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL C1TY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. ' �% G' . 2 � �f�-�--� �SYYI � � � /�� PLICANT PERM EE SIGNATUFtE ISSUED BY SIGNATURE Copies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reports, 1-AssessinQ, 1-Finance Page l � • � y:l��'.�� '��/l��(� /� � .�! �L1 n '1 Total Fee: $ � � i.� � � Date Received: r�" '�`�� Entered By: �;'1� Permit#: �� % �� ITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be stai•ted. (please pf�int all i�iforj�l�ation) ------------------------------------------------------------------------------------------------------------------------ THE APPLICANT IS: (circle one) O`VNER O CONTRACTOR JOB SITE ADDRESS: ��o� l��a p Q.ac�,��t ZIP: Lrs►�g [..c�K� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ YeS ❑ NO If yes, a special event pe�-mit is required with Police Departrnent a»d City Council approval 60 days prior to the event. Sharttle btrs servrce will be reqtrired a�nless applicant cfemonstrates sa fficient on-site pai-king is available. Non pe�•mitted events will not be allowed. NAME OF OWNER: To 6 Ej.�.�� f�Q��v� PHONE: (home) (work) __ MAILING ADDRESS: � �'� C�TY: ZIP: , CONTRACTOR: �� " ,,.1'�,,-�,1 ��' . , ^ � PHONE: Col Z- 3�S"e? '�'o� •� CONTACT PERSON: M B E/PAGFR: A+�� MAILING ADDRESS: 1t�z�§�-iUt�/ CITY: �J�a v ZIP: 5S��,3 STATE LICENSE: #vo�,�g J 9�_ EXPIRATION DATE: �--/-4� ARCHIT�CT/ENGINEER: Lsc,t /U e.�G�C 1f�'G�•t�t.�S PHONE: /„G,/.. �,/.�.�..�.g01 MAILING ADDRESS: �(��}�_�Q,s+�l,aGr 1D�. CITY: �/�ZIP: ,�� NAME: L�„� �.�,,�rr�� REGISTRATION: # TYPE OF WORK: New Addition _� Accessory Structure Move Home Remodel/Alteration PROPOSED WORK(describe in detai�: S�D.�,�✓� �v ��+ �C�e�c�rtie•.� �� es�e..vr+.-c,.-�.�" wtc�-e.✓�� Iv� rn N �-ua�►s-+ .L. STORIES: l SQ.FEET OF EACH FLOOR: 2 pD 5 NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED_ ESTIMATED CONSTRUCTION VALUATION(excluding land): $��O I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: �� DATE: �J—��D� 31 � Sec.13.04 RIGHTS OF SUBJECT5 OF DATA Subd. I. Type of data. The nghts o£individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data conceming himselfshall be informed of: (a)the purpose and intended use of the requested daca within the collecting scate agency,political subdivision,or statewide system;(o) whether he may refuse or is legally required to supply the requested data;(c)any kno�vn consequence arising from his supplying or refusing to supply priva[e or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data.This requirement shall not apply when an individual is asked to supply investigative data,pursuanc to section 13.32,subdivision 5,to a law enforcemen[officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or propertv tax refimd instructions instead of on those forms. Subd.3. Access to data by individuaL Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidentiat. Upon his further request,an individual who is the subject of stored private or public da[a on individuals shall be shown the data without any charge to him and,if he desires,shall be infonned of the content and meaning of[hat data. After an individual has becn shown the pnvate data and informed of its meaning,the data need not 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 been collected or created. The responsible authority shall provide copies of the private or public data upon requcst by the individual subject of the data. The 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 request made pursuant to this subdivision,or wi[hin five days of [he date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days witltin which to comply with the request,excluding Sahtrdays, Sundays and legal holidays. Subd.4. Procedure when data is not accura[e or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in wiiting the responsible authoiity describing the nahtre of the disagreemenc.The responsible au[hority shall within 30 days either: (a)con�ec[the data found[o be inlccura[e or incomplete and attempt to notify past recipients o(' inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be con e: ', �+i� dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative 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 infoizn you that your rec�uest for a pemiit or license from the City of Orono or any of its departments may require you to fumish certain private or confidential information. r You are notified that: 1. The information you fumish will be used to determine your qualification for the pernZit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the pern�it or license. 4. If your requested permit or license requires Council action to approve, some infomiation may become public. 5. You have certain rights under M.S. 13.04(available upon request) to revie�v private data on yourself. 6. Your full name is required to process this application or permit, �-�� Nt��c.i' g� � First N[iddle Last �y �� ss� sf- � w g�lo Ad ress I7J��,L� (� � 5�� lil�� c��d7 City State Zip Phone I underst d m rights as stated above. 5ignature 32 CHECK OFF LIST FOR ISSUANCE OF PERMITS � FOR OFFICE USE ONLY � ADDRESS OR LEGAL: ) �4 5 F� � ,�,n 6 c czo,�a� PID: DESCRIP'I'ION OF WORK: A iJ✓J r r iv�-► f R,.�-n.�,��e� ---------- -_—__ ------ _____--------------------------------- --- - -- -- --- -- ZOrTvi G REVIE`V BY• �_ DATE APPROVED: s'-� t-o s BUILDING REVIE`V BY: DATE APPROVED: 5--i z-�� FEES TO BE CHA.RGED: Misc. Fees Calculated By: PERMIT Yes l/ No PLAN REVIEW Yes _� No SEWER CONNEC'TION STATE SURCHARGE Yes �/ No WATERCONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) --------------------------------------------------------------------------------------------------------------------- ZO��tG CH�CK LIST Zoning District: Fire Deparcment: Post Office: School District: Lot Area: Sq.ft. Acres Width Dep[h Survey Submitted: Yes ✓ I�10 Date of Survey: o i.r ��l,l •�� Proposed Setbacks: Froat (L�e�: �p o � Right Side: SS� Rear (Street): 95 � Left Side: �' Ad;acent Structures: N�A Wetland: N/A Buildin� Height: Def. Hgt. �, ,� Peal:Hgt. --- Lot Covera�e: O , (� Grading: Staff Approval Date: /�J (A By: Council Approval Date: Septic: Staff Approval Date: n/� � By: Zoning F:le: # — Resolution: # Resolution Date: Shoreland District: �V-o Av�. Setback: Bluff Setback: Lot Coverage: Ezisting Proposed Hardcover: 0-75' 75-250' 2�0-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: RENLARKS (in house): 7 � � ! BUILDING REV�W CHECK LIST �C� - �'3 CONSTRUCTIONTYPE: V/� Sq Foota?e $ Per Sq Ftg Basement x _ lst Floor z _ 2nd Floor x = Garage x = z = TOTAL Estimated Construction Value: $ � a o, o 0 0 `�0 Inspections Required: Work Requiring Separate Permits: Site _�Plumbing Fire Hardcover Removai _�Mechan.ical Water Connection _as Footing � Septic Sewer Coanection �Framing � Fireplace Lawn Irrigation �Insulation (Masonry) Other o� Wall Board o� (Mfg.) Weil (State Permit) �`F�� Grading/Filling �_Electrical (State Permit) Other RENL4RKS (IV HOUSE): - ------------------------------------------------------ RE'VIEtiV BY OTHERS: DATE: Access: Ezisting New Access Approval: Date By: - ------------------------------------------------ REI�LARKS (TO BE NOTED ON PER�l�1I'1�: 8 � , �CjttsO� Basset Creek Business Center liliacdanald 901 North 3rd Street, #100 YQu�g Minneapolis, MN 5540f structur�.l 612-$27-7825 voice engineers 612-827-0805 fax Date: May 13, 2005 To: Lee Meyer Architects 1692 East Shore Dr. Maplewood, MN 55109 Attn: Lee Meyer From: Eric Bunkers Project: Dayton Residence Long Lake, MN Proj No: 05265 Subject: Addition & remodel Dear Lee: As requested, we designed new structural members for the above referenced residential addition and remode►. We have designed the members mentioned above and shown on the attached sheets using the loads shown on the attached structural notes in accordance with the Minnesota State Building Code. Our work only includes designing the new members and analyzing certain existing members as shown at the above reference project and is based on drawings provided by you and from our conversations. Attached are three architectural sheets with "redlined"framing notes and a detail sketch and structural notes showing the new members and foundations. When installed as indicated above, the new framing members and foundations shown on the attached sheets shall support the loads as required in accordance with the Minnesota State Building Code. If you have any questions or concerns, please feel free to contact me. Sincerely, Mattson Macdonald Young, Inc. �� . � �__�- Eric M. Bunkers, P.E. Reg.Num.26490 � I � ',_ �_� � ! ti I ..__�_ I �_. 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I '_��i � ' I 1 r �_� � ,-I �_I � �l_ I i � �„ i_,,� I I =-- I I __ � II_ _!_ _--'--= ' _ �'I i - � , I-I._1- � � � I i � � � i � r-- __. J - ' � __. L I _� , 1 1- - , � I- , i- - i� —��-�F��—�- '—�+=a=�-��-[�--� ,_��_ � ��__.-� L__ ��_� � �__�_-��—_ ��—_— �'�- ��-�—� �_ �1—; � � � � � � � a l— � � �--.,-- STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Anchor bolts ASTM F1554, Gr. 36 Misc. structural steel ASTM A36, Fy= 36 ksi Reinforcing Steel Bars, ASTM A615 Gr. 60, Fy= 60 ksi Fabric, ASTM A185 Gr. 60, Fy= 65 ksi Concrete f 'c =compressive strength in 28 days 4,000 psi unless noted 3,000 psi for footings 4,000 psi for slab on grade 3,000 psi for masonry corefill Masonry f 'm = net area compressive strength of masonry IBC table 2105.2.2.1.2 1,750 psi unless noted Structural Lumber All dimensional lumber - #2 SPF or equal • Laminated Veneer Lumber(LVL) E =2,000,000 psi Fb =2950 psi Treated lumber - #2 S. Pine or equal DESIGN LOADS Roof Dead load 17 psf 7 psf top chord, 10 psf bottom chord Snow load 35 psf Floors Dead load 15 psf Live loads 40 psf Wind 90 mph (3 second gust) Exposure B, I = 1.0 DESIGN CODES International Buiiding Code (2000) Minnesota State Building Code American National Standards Institute/American Society of Civil Engineers - (ANSI/ASCE 7— 98) American Concrete Institute (ACI 318—2003) CRSI Manual of Standard Practice (2002) National Concrete Masonry Association (MSJC/ACI 530— 99) American Institute of Timber Construction Manual (4`h ed.) National Design Specifications for Wood Construction (NDS—2001) American National Standards InstitutelTruss Plate Institute (ANSI/TPI 1-2002) COORDINATION - ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS Contractor shall verify all dimensions and conditions on site and on the plans before construction is begun. All observed discrepancies shall be reported immediately. Location, dimensions and details of recesses, depressions, openings and equipment supports shall be verified by reference to architectural, electrical and mechanical drawings. EXISTING CONDITIONS Contractor shall verify all dimensions, elevations, and details of existing structure where they affect this construction. Notify architect and engineer if there are any deviations from the contract documents. Contractor shall field verify dimensions and elevations prior to fabrication of structural members. TEMPORARY BRACING All structural members are designed for in-place loads. Contractor is responsible for bracing, without overstressing, all structural elements as required at all stages of construction until completion of this project. Provide temporary lateral support for all walls until walls are adequately braced by floor and roof structure. Provide required temporary bracing for structural steel until permanent bracing and walls are in place. OPENINGS Verify size and location of all openings with architectural and mechanical drawings. Openings in floor and roof not shown on structural drawings must be placed between structural members. The contractor shall provide sleeves through concrete slabs, joists and beams for all plumbing. Spread reinforcing as required to provide concrete cover for reinforcing. GENERAL SOIL NOTES The structure has been designed using an assumed allowable soil bearing pressure of 2000 psf on virgin soil or compacted granular fill for footings. Remove all top soil, uncompacted fill or other poor soil from the construction site as determined by the soils engineer. Slope the site to drain away from the building. FOOTINGS/FOUNDATIONS Wall footings are cast-in-place concrete with continuous reinforcing placed 3" clear of bottom and 2" clear at top and sides. Provide 30 bar dia. lap at splices and full crossing lap at corners and intersections. Unless otherwise noted, wall footings are centered under walls and column footings under columns. Footings for walls not noted otherwise shall be 12" thick with a minimum projection of 4" each side with 2-#4 continuous. Maintain minimum frost depth for all exterior footings. Cast dowels in footing for foundation walls above. Dowels to be the same quantity, size and spacing as the vertical wall reinforcing. Dowels to be 30" long, extend 9" into footings uniess noted otherwise. Contractor shall be responsible to implement hot weather concrete requirements as per ACI 305 and cold weather concrete requirements as per ACI 306. Shore all foundation walls appropriately before backfilling and compacting. SLABS ON GRADE All slabs on grade, unless noted, to be 4" thick reinforced with WWF 6x6-W1.4 x W1.4 in center of slab. Control joints shall be saw cut into strip pours as soon as concrete can accept it without raveling. Construction and/or control joints will occur at a maximum of 10'-0" o.c. at exterior slabs, maximum of 16'-0" o.c. at interior slabs and shall be cleaned and sealed for curing purposes as soon as possible. Verify floor finishes and control/construction joint locations with owner and architect. All control/construction joints shall be continuous and not staggered or offset. CONCRETE COVER ON REINFORCING Footings 3" clear, bottom and sides Slab on Grade Center reinforcing in slab REINFORCED CONCRETE BLOCK WALLS See plans for location and spacing of reinforcement in walls. Place at least (1) vertical reinforcing bar in wall corners. When one bar is in a single core, place in center, unless noted otherwise. When two bars are in a single core, place one near each face. Vertical steel shall be continuous with 30 dia. lap in column piers and 48 dia. lap at all other splices unless noted. Fill block core at vertical columns with 3,000 psi grout, rodded or vibrated in place. Wall construction shall not exceed heights of 4'-0" before placement of core grout unless cleanout holes are provided at the bottom of each grout lift, then a maximum height of 8'-0" before placement of core grout. Provide W 1.7 horizontal joint reinforcing placed every 2nd course. Provide corner bar with 2'-0" legs for each horizontal bar in all bond beams at corners and intersecting walls. Hollow unit concrete masonry shall be ASTM C90 grade N Mortar and grout shall be per ASTM C-270: Type M or S for Below grade and exterior masonry; Type N for all interior above grade masonry. Provide full mortar bedded face shells and webs around all grouted cells for full bearing and prevent leakage into adjacent cells. See architectural plans for location and detail of wall control joints. MASONRY LINTELS All openings in concrete block walis not specifically indicated to have other types of lintels shall have reinforced block lintels as follows: 1. 8" deep for spans up to 8'-0". 2. 16" deep spans from 8'-0" to 12'-0". 3. 4" and 6" wide units to be reinforced with 1-#5 bottom. 4. 8", 10" and 12" wide units to be reinforced with 2-#5 bottom. Where one lintel beam is continuous over two openings, with intermediate support, use 2-#5 top and 2-#5 bottom. Extend all lintels a minimum of 8" beyond opening and fill cores below with grout full height with 1-#5 vertical reinforcing bar unless shown otherwise. All openings in brick faced or brick walls not specifically indicated to have other types of lintels shall have: L 3 1/2 x 3 1/2 x 5/16 for each nominal 4" of masonry to a maximum span of 5'-0". L 6 x 3 1/2 x 3/8 LLV for each nominal 4" of masonry to a maximum span of 8'-0". Bear 8" each end unless noted otherwise. Place and install masonry brick wall ties as described in chapter 21 of the IBC for masonry and stud back up walls. DIMENSION LUMBER Design assumes lumber is free of splits and checks and contractor will visually inspect during installation. All lumber is to be grade stamped which is to contain grading agency, mill number or name, grade of lumber, species or species grouping or combination designation, rules under which graded, where applicable, and condition of seasoning at time of manufacture. All lumber shall be seasoned to a moisture content of 19% or less, with the indication of "S-Dry" on the grade stamp. All lumber shall be protected from the elements until which time it is used in construction. Lumber grading rules and wood species shall conform to Voluntary Products Standard PS 20-70 as published by the Department of Commerce. Grading rules shall be by an agency certified by the Board of Review of the American Lumber Standards Committee. Sills and all other lumber in contact with concrete or within 18" of contacting soil, shall be pressure treated impregnated with waterborne preservative in accordance with the American Wood Preservative Bureau (AWPB) Standard LP-2. Sill plates to be bolted to foundation wall with 5/8" anchor bolts @ 4'-0" o.c. max. to extend 11" minimum into solidly grouted foundation wall. Each sill plate to have a minimum of 2 bolts with one bolt located within 12" of each end of each piece, but not less than 4"from each end. All fasteners in contact with treated lumber shall be G185 hot dipped galvanized. Minimum nailing to be in accordance with Table 2304.9.1 of IBC unless noted otherwise. Exterior walis to have 2 x 6 studs @ 16" o.c. unless noted otherwise. Interior bearing walls to have 2 x 6 studs @ 16" o.c. unless noted otherwise. tnterior non-load bearing walls to have 2 x 4 studs @ 16" o.c. unless noted otherwise. Wood lintels and headers shall have a full 3" length of bearing at each end. Wood joists shall bear the full width of supporting members (stud wall, beams, etc.) unless otherwise noted. All beams and joists not bearing on supporting members shall be framed with "USP"joist hangers or equal. Spacing of bridging for joists shall not exceed 8'-0". All plywood and OSB shall be installed per American Plywood Association standards, including using construction adhesive for fastening to floor joists. Wall sheathing shall be 1/2" CDX, Exp. 1, plywood with a 32/16 span rating. Roof sheathing shall be 5/8" CDX, Exp. 1, plywood or OSB with a 32/16 span rating. Floor sheathing shall be 3/4" CDX, Exp. 1, tongue and groove plywood or OSB with a 48/24 span rating. Fasten all roof, wall, and floor sheathing to framing members with minimum 8d nails at 6" o.c. at panel edges and at 12" o.c. at intermediate supports, unless shown otherwise. Apply all floor and roof sheathing with long dimension perpendicular to framing and stagger joints. Gypsum sheathing to be min. 1/2"fastened with 6d cooler or wallboard nails at 7" o.c. to all framing members unless noted. ENGINEERED LUMBER I-JOISTS I-joist members noted on drawings are engineered laminated veneer lumber with webs and flanges, as manufactured by the Trus-Joist MacMillan Corporation. Alternate at contractors option of equal design properties. Sizes shown on plan are actual. Install web stiffeners, blocking between members, and nail to supporting members as per manufacturers recommendations. LVL WOOD MEMBERS LVL members noted on drawings are engineered laminated veneer lumber as manufactured by the Trus-Joist MacMillan Corporation. Alternate at contractors option of design properties. Sizes shown on plan are actual. WOOD TRUSSES Responsibilities of the contractor, building designer, truss manufacturer, and truss designer shall follow the publication "WTCA 1-1995 Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses." Truss supplier shall notify structural engineer on any proposed revisions made to the layout indicated on this plan. Verify allowable bearing locations for girder trusses with structural engineer prior to final design stage. Provide metal bearing enhancers as necessary to utilize stud columns shown on plan. All prefabricated wood trusses shall be furnished in accordance with designs prepared by a professional engineer registered in the State of Minnesota, using the design loads and span conditions indicated, including designing gable truss webs for perpendicular to face wind loads. Truss manufacturer shall provide a truss layout and certified truss drawings prior to beginning construction. Trusses shall be designed for top and bottom chord superimposed dead and live loads as indicated above. Live load deflection of roof trusses shall be limited to 1/240 of the span. Live load deflection of floor trusses shall be limited to 1/360 of the span. Design trusses for top chord bearing or bottom chord bearing as shown in drawings. Truss configuration, pitch, overhang, etc. shall be indicated on architectural drawings. Spacing of roof and/or floor trusses shall not exceed 24" o.c. Lumber for wood trusses shall be in accordance with manufacturers recommendations. Truss manufacturer to provide girder trusses, hip jacks, step-down trusses, as required and designed to support all superimposed loads. Provide hip-sets, dormers, and piggy-back trusses as required. Truss manufacturer to specify if roof sheathing applied before placing "over-framing". Provide metal framing anchors at truss bearing to mechanically fasten truss to bearing wall or supporting member as shown in details. Truss manufacturer shall provide truss to truss connection hangers. Bridging, and bracing of truss compression and tension members, shall be installed in accordance with the truss manufacturer's design and directions. No cutting, notching, or modifications of trusses will be allowed without the manufacturer's written approval. Contractor shall provide permanent and temporary diagonal, lateral and cross bracing in accordance with the publication "HIB-91 Commentary and Recommendations for Handling, Installing and Bracing Metal Plate Connected Wood Trusses" by the Truss Plate Institute, and as otherwise necessary. For spans longer than 60ft., contractor shall hire a structural engineer to design bracing. The contractor shall provide permanent cross bracing in the plane of web members as shown on HIB—91 and as required by the truss designer. Permanent bottom chord bracing and web bracing shall be located as shown on the truss drawings and shall be minimum 2x4 with 2-16d nails to end walls and trusses, lapping 2 trusses spaces at splices. ` �: C I � DATE TIME RONO LLED IN � CITY OF O � /�� INSPECTION N T�{ SCHEDULED ' '� � PERMIT NO. �/ 7 a COMPLET o ADDRESS � � OWNER CONTR. TELEPHONE NO. � ^�a DN �''v �� "� � DESCRIPTION l� 01 FOOTING 11 MECHANI L I 18 EXCAV/GRADIN ILLING � 02 FRAMING 13 MECHANI L FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 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 RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O � � O � W � Q � Z W � W � � d W WORK SATISFACTORY:PROCEED C1 PROJECT COMPLETE � ❑ CORRECT WORK&PROCEED : ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT �CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the nex inspection 24 hours in advance. (952� 249-46�� OwnerlContractqr� i e: Inspector. � w`^C.1 White Copyllnspector's File Canary CopylSite Notice �% � TE TIME � � � 7�0��O CITY OF ORONO CALLED IN � INSPECTION NO IC SCHEDULED ,'D O PERMIT NO. �d � COMPLETED ADDRESS f Xg� �7O�Y� � OWNER CONTR.l7l'1�{..Qi1.AUYl �, TELEPHONE NO. ��a .3�� 7G�� DESCRIPTION I�J�C�� ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICA�FINAL 19 LAKESHORE/WETLANDS h 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � � O � � � O � W � Q � Z W � W � � d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED L- ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. u PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED G INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next�spection 24 hours in advance. (J52� 249-4600 Owner/Contract s te Inspector. White Copyllnspector's File Canary CopylSite Notice ✓ �� ATE TIME CITY OF ORON��"�7073 CALLED IN � INSPECTION NO SCHEDULED � �O'a PERMIT NO. COMPLET ADDRESS OWN ER CONTR. TELEPHONE NO.�/� 7�� 7 T� ?� � DESCRIPTION lV 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 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 RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � � O �. � O � W � Q � Z W � W � � d W f WORK SATISFACTORY:PROCEED I7 PROJECT COMPLETE � ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W � ❑Ct�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDlTIONWITHIN HOURS. G PHOTOTAKEN INSPECTOR WlLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the nex inspection 24 hours in advance. (g52) 249-4600 OwnerlCont n e: R Inspector. White Copyllnspector's File Canary Copy/Site Notice �I D TIME � CITY OF ORONO ca��Eo iN ��7r � INSPECTION SCHEDULED / ••�� PERMIT NO. � a 3 COMPLETED ADDRESS 5 � OWNER CONTR.�I/�G�.Ov� ��G�Z«l/.,6�- TELEPHONE NO. U/�� a�a a � DESCRIPTION � l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENT : � W C �: � J O >. � O � W � Q � Z W � W � � d W WORKSATISFACTORY:PROCEED f� PROJECTCOMPLETE � ❑ CORRECT WORK&PROCEED C7 ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR RE�NSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDlTIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �Q52� Z49-4600 OwnerlContr on site: Inspector. White Copyllnspe tor's File Canary CopylSite Notice �� an �� /✓ ��oNopo g�a � �t�N a°A�� M INSPECTION N T SCHEDULED �'� '� PERMIT NO.��3 COMPLETED � ' � ,'��C� � •'c� ADDRESS I��S � �� K�-� � OWNER CONTR.� 0�1 �� TELEPHONE NO. � "'7 �"�� C�%� � DESCRIPTION F✓ � � � �p W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/ NG r � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION 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 REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O � � O � W � Q � Z W � W � j — GW ❑WORKSATISFACTORY:PROCEED ��OJECTCOMPLETE � ❑ CORRECT WORK&PROCEED I SUE CERTIFICATE OF O;;CUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORP,i�Y V BEFORECOVERING PERP.iANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. �', PHOTOTAKEN INSPECTOR WILL RETURN �CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C7 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on 'te: Inspector. ( 0 1 1 � White Copyllnspector's File Canary Copy/Site Notice / U�,� -� v�... . �,_O-� /��, Certificate of Survey �,. �� :"` , for Creative Qui lders ` �' �� t`; of Lot 3 , alock 1 , FOX RIDGE Hennepin County , Minnesota � � � ��n � _.. ._.. _ __._ . � V , , ;; MAY I 81989 I . . . - _: ; ___ .. __..--��_'- , � � � �C f�,�, r��r� � a _ . ;%_ - _ , ��"� � �" �� , - . , � �, . � , . = �'� � �� , . �� - ._ .. . � , . i i , C��.._ �� _ . " � . � �-� _ � _ ( � . ,.. ... � ._. , ._.... . -. - ..,.. _. ....: � .� n. � ,,.. .._. t., . . ._. . �. �; ...� y � , �:: . .... . ._ .. �a.. �-�.:, -;, '� - _. 3s'7.�.2 ,;� - a /87.77 -- •• /60.00 -- . 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BY DAT�E- s iz-�s- I hereby certify that this is a true and correct represen- tation of a survey of the boundaries of Lot 3 , Block 1 , FOX RIDGE , liennepin County , Minnesota , and of the location of an existing building thereon and the location of a proposed addition to said building . It does not purport to show any otlier irnprovements or encroachments . Scale • 1 inch = 50 fe�t COFFIN & RONBERG INC . Uate : 5- 1 7-89 �v-�� o : Iron marker �1ark S . Gronberg M � . Lic . No . Engineers , Land Surveyors and Planners Long Lake , Minnesota . �: .: i ,�� -��- � - � �- � /�( r 9 S. � x � �� -.