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Home My WebLink About2005-P08326 - addn/remodel/repair �- PERMIT C i TY O F O RO N O Permit Number: 2750 Kelley Parkway - PO Box 66 Pos326 Crystal Bay, Minnesota 55323 P2C'CTllt Typ@: Addition/Remodel/Repair (952) 249-4600 Date Issued: 1i13�2oos SITE ADDRESS: 825 Brown Rd S L.ong Lake,MN 55356 PID: io-ii�-23-2i-000s DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Pernut Class: Building Census Code 434 Permit Sub-type(s): Addn/RemodeURepair Permit Type: Addition/Remodel/Repair DETAILS: Approved per resolution#: Separate permits required: riumoing iviec;nanicai rirepiace Eiecnicai�statej NOTICES/REMARKS: r - , �,--- T -� - -�-� FEE $UMIUTA►fZY: PermitFee: $ 1,469.75 Valuation: $ 185,000.00 Plan Review Fee: $ 973.63 State Surcharge Fee: $ 95.50 TOTAL FEE: $ 2,538.88 APPLICANT: Streeter&Associates OWNER: Martin&Bridgett Paradise 18312 Minnetonka Blvd 825 Brown Rd S Wayzata,MN 55391 Long Lake,MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVE�E� TS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF OROI�[�C�DINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. ,, N �� ( � � APPLICAN7'PGRMITEE SIGNATURE ISSUED BY SIGnATURE \ Cooies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessine. 1-Finance Page 1 � '� � � ' � PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 Pos326 Crystal Bay, Minnesota 55323 P2t'C111t Type: Addition/Remodel/Repair (952) 249-4600 Date Issued: 1i13i2oos SITE ADDRESS: s2s Brown Rd s Long Lake,MN 55356 PID: io-ii�-23-2i-000s DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Buildin Census Code 434 Pernut Class: $ Permit Type: Addition/Remodel/Repair Permit Sub-type(s): Addn/Remodel/Repair DETAILS: Approved per resolution#: Separate pernuts required: riumoing iviecnanicai ruepiac;e Eiec;uicai�siaiej NOTICES/REMARKS: �w� � ��_ _ --- - � - -, w,_:_ r ----� --- --,-� �.,.:�. ��.-:, ...;...��.�..�....,..�. �W(� -P/�-S /U 14-'''^SZ FEE SUMMARY: PermitFee: $ 1,469.75 Plan Review Fee: $ 973.63 State Surcharge Fee: $ 95.50 TOTAL FEE: $ 2,538.88 '� APPLICANT: Streeter&Associates OWNER: Steven&Elizabeth Bohl 18312 Minnetonka Blvd 825 Brown Rd S Wayzata,MN 55391 Long Lake, MN 55356 :'HE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. ,r .� V .�L� � ��/( �.1 � �// i'i/L.�.�_..� V '� APPLICANT PERMITEE SIGNATURE -�UED BY SIGNATURG Copies: 1-File(SiQnitures Required), 1-Avplicant, 1-Monthlv Reoorts, 1-Assessing, 1-Finance Page 1 , . � ' l�',05 � Total Fee: $ a53�� Date Received: �a -0�8"D� Entered By: Permit#: /�p83a�j CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) ----------------------------------------------------------------------------------------------------------------------- THE APPLICANT IS: (circle one) OWNER O CONTRACTOR JOB SITE ADDRESS: S�S �j� �Rou�N'�'�of}p ZIP: ��v�3� ( Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ NO If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non permitted events will not be allowed. NAME OF OWNER: ��Qg� ��-�,�pi� PHONE: (home) �Z-' 7Z�Z77,(� (work) MAILING ADDRESS: ,�7�0 ��9+�30�!?�Bgl� CITY: .ivN�'Tiq► IP: �3 6 G1.4t.c� CONTRACTOR: �;,�.T�� Rs�c. �a� . PHONE: �5z -yy�- �yi�8 CONTACT PERSON: � }�- ,ePt�`� MOBILE/PAGER: (fl/2-8/Z-�/95� MAILINGADDRESS: �g3)Z )'Y�.�7eYe�c�F�l.d4 CITY: Gt/A-Yz�y- ZIP: �g/ STATE LICENSE: # ��$o EXPIRATION DATE: �-31 -65 ARCHITECT/ENGINEER: � � SS�G . PHONE: �j�z-y1.3—lZ�� MAILING ADDRESS: ,�/ CITY:�-p�/�q�/��y ZIP: 5"��9� NAME: u�,r�f/-h,/►�.- REGISTRATION: # ��-,T(� TYPE OF WORK: New Addition � Accessory Structure Move Home Remodel/Alteration PROPOSED WORK(describe in detain: /q-0�� - '� iJ R Z... - iI'��1�, � a �� R o,�a.�H - o a� �°K STORIES: �' SQ.FEET OF EACH FLOOR: �rf X. �v�-C�`� NO. OF BEDROOMS: 1 GARAGE STALLS: ATTACHED DETACHED � ESTIMATED CONSTRUCTION VALUATION(excluding land): $ �i8��- `� I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the worlc 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: �2 E�� 31 I v , . , CHECK OFF LIST FOR ISSUAtVCE OF PEK1tiIITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: $Zs S d�W r' ��O� PID: DESCRIPTIONOF yf�O,Rh': AO��T�uN ------------------------------------- - --- ---------------------------------------------------------------------------- Z0��7[VGREVIEGVBY: � D.ATEAPPROYED: l- �—os B UILDII�'G RE VIE W B Y. � DA TE APPR D�'ED: �- �-oS -------------------------------- FEES TO BE CHARGED: [L'Iisc. Fees Calci�lated By: PERrtiIIT Yes .� No PLA1V RE I/IE tiV Y'es ✓ �vo SEYVER COlVIVECTIOlV STATE SURCH.4RGE Yes � 1Vo tiVATER COtWECTI01b' Irti�VESTIGATION FEE Yes tVo ✓ PARK FEE SAC Yes tVo—�- SITE NSPECTIO�V Ncu�zber• of SAC U�tits OTHER (specify) -------------------------------------------------------------------------------------------------- ZONING CHECK LIST Zor�irtg District: Fire Departrnerrt: Post Ofjcce: Sclrool District: ___. Lot,�lrea: Sq.ft. Aa•es GYidth Depth Siu-vey Subniitted: Yes�C_ No Date af Scutiel�: 12•z�- °N P�•oposed Setbacks: Fronr(Lake): 4�1�' t Right Side: Ibt�� '- Rear (Sn•eei): 69 B ; Left Side: 's�� j Adjacerzt Sti•��ctu�•es: – GVetland: �03�� Building Heiglit: Def. Hgt. D.lL Pectk Hgt. Lot Coverage: � N�✓� Grnding: Sraff,4pproval Date: — By: Cotu2ci!Ap�roval DRte: , CHEU< An+� A4N6LA'w�+ /�SuGVPt� '�"� Septic: Stnff,�(ppro��al Date: � —�3 - C�S By: �_ oo sp.�o*�� Won�� ., sPQwS Zorti,tg File: # — ResolL�tio�t: # Resol��tion Date: Shoreland Dish•ict: /.1 e Avg. Setback: Blc�ff Setbnck: Lot Coverage: Etisting Proposed HRrdcover: 0-7�' 7.5-?S 0' 250-500' 500-1000' Karcicover Var•iance Reqccired: Yes No Date of Co�uacil Approval: RENIARKS(in house): 31 GL �(.LII1T273d A�O Q3.ZOA�3S O.Z) S�I21"YI�1T327 ------------------------------------------------------------------------------------------------------------------------ ::;e ��vo :�r�,1o.,dd� ss��r, ;�aa,�� ell1JS7X� :SS�JJ�r� �3.L�'Q . �S?13H.L O.�S r11,�'L�!�2I ----------------------------------------------------------------------------------------------------------------------- �(3S110H�1I)S�I?IY'�1�3?I ---------------------------------------------------------------------------------------------------------------------------------------------- .i��f�p (�ii«_rad a�v�S)lv��.�»a1��— nil7I11.��111�.7U.(� �U117� � (artu.rad�1v�S)Il��l7 ('�'.�I'V� �' p.�vo811v�9 �— .rai��p (;ittrosv��) i�o}�vl�tsu� �C 2IOJ�U�1.[.(�3l�t1U'] a�vjda.rr� Jo au�iuv.�� t�o�7�airiro�.r�naa5 �r�daS �i�t�oo,� � uot»auuo;�.ia1v�� 1v�fuvt��afN� jv.lour��.ra,io�p.rvx a.n� �'ifrq:.rrnld �a a�rS :sl?�rr.iad�Jv.rvda��n.�t�rGa21 y.roill :p�.rjnba�sr�o�l�adsul � oQ0 I S :a�t�v,1 t�ot��t.qs:�o,7 pa�vrttt�53 7rzos - �. _ � aav.rvr� — 1• .rool.j P�r� = x .rool��s� = s 11rawasvg al� Gs.�ad� aov�oo� GS (v/� �3dd.l A%OIZJ.�1?IlSNO� �JS/1 .LSI7.�I.�3H,��1131'�1.��A�IQ7I11 S �..��...n�' j'i % �� f� A.M. STRUCTURAL ENGINEERING 133 COUNTY ROAD W RIVER FALLS, WI 54022 22 November 2004 Kurt Baum KBA Architects 18356 Minnetonka Blvd. Deephaven, MN 55391 Re: Structural Review Paradise Addition Dear Kurt: As you requested, I have reviewed the proposed addition and modifications to the above referenced project. I am providing you with �red-lined"drawings indicating the minimum structural member sizes to be incorporated into your drawings. I am also providing you with structural notes for this project. My design work pertains to the structural elements of the new addition and only those portions of the existing building affected by the new work. Please call me if you have any questions concerning the above. Sincerely, A.M. Structural Engineering, LLC ,�� / �`� David P.Wagner, P.E. MN Reg. No. 25420 (1et4192a) STRUCTURAL NOTES MATERIAL STRENGTHS Reinforcing Steel Fy= 60,000 p.s.i. (A615 grade 60) Concrete F'c= Compressive strength in 28 days 3,000 p.s.i. for footings 3,000 p.s.i.for masonry grout 3,500 p.s.i.for interior slabs on grade 4,000 p.s.i. unless noted Masonry f'm= 1,750 p.s.i. unless noted DESIGN LIVE LOADS Roofs 50 p.s.f. ground snow load Typical Ftoors 40 p.s.f. Basic Wnd Speed 90 m.p.h. (3 second gust) DESIGN CODES - IATEST EDITIONS International Building Code Minnesota State Building Code American Concrete Institute CRSI Manual of Standard Practice American Institute of Timber Construction National Design Specifications for Stress-Graded Lumber and its Fastenings National Concrete Masonry Association SOIL BEARING DESIGN VALUE 1,500 p.s.f. on undisturbed soil or compacted fill for footings. Bearing value to be verified by a geotechnical engineer. EXISTING CONDITIONS Verify all dimensions, elevations, and details of existing structures where they affect this construction. Notify engineer if there are any deviations from the contract documents. Field verify dimensions and elevations prior to fabrication of structural members. TEMPORARY BRACING Provide temporary lateral support for all walls until walls are adequately braced by floor or roof structure. FOOTINGS Wall footings are cast-in-place concrete with continuous reinforcing placed 3"clear of bottom and sides. Provide 40 diameter lap at all splices and full crossing lap at corners and intersections. Unless otherwise noted, wall footings are centered under walls and column footings under columns. Footing elevations shown on plan are to top of footing. Footings for walls, unless otherwise noted, shall be 10"thick with a minimum projection of 4" each side with 2-#4 continuous. r , . SLABS ON GRADE All slabs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered in slab. All stair slabs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered in slab. POURED CONCRETE WALLS Unless otherwise noted on plans or sections, reinforce poured concrete walls with#5 verticals at 48" on center inside face and#5 horizontals at 24"on center inside face. Provide#5 x 4'-0" (2'-0" each leg) corner bars at 24" on center, horizontal reinforcing, at corner of wall with 3-#5 vertical support bars. All wall openings larger than 12" shall have 2-#5 all sides of openings. Extend reinforcing 2'-0" beyond each edge of opening. Wall reinforcing is continuous through columns. REINFORCED CONCRETE BLOCK WALLS See plans for locations of reinforced walls.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. Fill block core at vertical steel with 3,000 p.s.i. grout, rodded or vibrated in place. Do not rod with permanent reinforcing bars. 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 grout. Vertical steel shall be continuous with a 30 diameter lap in column piers and 48 diameter lap at all other splices unless noted. Provide horizontal joint reinforcing place every 2�d course. No. 9 gage side rods and no. 9 gage cross rods. 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. DIMENSION LUMBER Dimension lumber shall be No. 2 hem Fir or equal forjoists, beams and headers. Wall studs shall be Stud Grade SPF or equal. Spacing of bridging for joists shall not exceed 8'-0". Wood lintels and headers shall have a full 1'/z" length of bearing at each end unless notes otherwise. Double all joists under parallel partitions. All beams and joists not bearing on supporting members shall be framed with "Simpson Strong-Tie"joist hangers or equal. Interior walls to have 2x4 studs at 16" on center. Exterior walls to have 2x6 studs at 16"on center. Wood joists shall bear the full width of supporting members (stud wall, beams, etc.) unless otherwise noted. Wood beams made of 2 or more 2�c's shall be bolted together with 3/8"diameter through bolts at 2'-0" on center or equivalent spikes. Sill plates to be bolted to foundation walls with 'h"diameter anchor bolts at 4'-0" on center maximum to extend 15" minimum into grouted masonry. Each sill plate to have a minimum of 2 bolts with one bolt located within 12"of each end of each piece. Nailing to be in accordance with Table 2304.9.1 of the I.B.C. LVL WOOD MEMBERS LVL members noted on drawings are laminated veneer lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb=2,600 p.s.i., E= 1,900,000 p.s.i. WOOD ROOF TRUSSES Lumber for wood roof trusses shall be in accordance with the manufacturer's recommendations. Trusses shall be designed for a top chord superimposed load of 45 p.s.f. and a bottom chord load of 10 p.s.f. or as listed on the drawings. Submit certified calculations with shop drawings. Spacing of roof trusses shall not exceed 24" on center. Truss configuration, pitch, overhang, etc. shall be indicated on the architectural drawings. , , , Provide girder trusses, hip jacks, step-down trusses as required and designed to support all superimposed loads. Provide metal framing anchors at truss bearing to mechanically fasten truss to bearing wall or supporting member. Bridging, and bracing of truss compression members, shall be installed in accordance with the truss manufacturer's design and directions. No field modifications will be allowed without the written approval of the truss manufacturer. Truss manufacturer shall provide metal hangers where necessary. CONCRETE COVER ON REINFORCING Footings 3° clear bottom and sides Walls 1'/2" clear inside face Slab on Grade Center reinforcing in slab � ' �� A��'� ��`�. Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheckSoftware Version 3.6 Release 1 Data filename: C:�Documents and Settings\Tina Ferguson�Desktop\paradise.rck PROJECT TITLE: Paradise Residence CITY: Orono STATE:Minnesota HDD: 8037 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO: 0.09 DATE: 12/14/04 DATE OF PLANS:As Noted PROJECT DESCRIPTION: Addition&Remodel DES IGNER/CONTRACTOR: Streeter&Associates COMPLIANCE: Passes Maximum UA= 1331 Your Home UA= 1301 2.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 662 44.0 0.0 18 exist.Ceiling: Flat Ceiling or Scissor Truss 2874 44.0 0.0 78 Wall 1: Wood Frame, 16" o.c. ]889 21.0 0.0 93 family room: Metal Frame with Thermal Break:Triple Pane with Low-E 54 0.310 17 porch: Metal Frame with Thermal Break:Triple Pane with Low-E 125 0.310 39 marty's office: Metal Frame with Thermal Break:Triple Pane with Low-E 43 0.310 ]3 bedroom: Metal Frame with Thermal BreakTriple Pane with Low-E 12 03]0 4 Door 1: Glass 13 0.310 4 Door 2: Glass 13 0.310 4 garden wall: Solid Concrete or Masonry:Interior Insulation 68 0.0 21.0 3 exist wall: Wood Frame, 16" o.c. 3920 21.0 0.0 206 exist windows: Metal Frame with Thermal Break:Triple Pane with Low-E 310 0.310 96 exist garden wall: Solid Concrete or Masonry:Interior Insulation 216 0.0 21.0 9 Basement Wall: Solid Concrete or Masonry 332 0.0 21.0 11 Wall height: 8.5' Depth below grade: 8.5' Insulation depth: 8.5' exist Basement Wall: Solid Concrete or Masonry ]240 0.0 21.0 41 Wall height: 8.5' Depth below grade: 8.5' Insulation depth: 8.5' Floor 1: Slab-On-Grade:Unheated 100 0.3 99 Insulation depth: 6.0' exist Floor: Slab-On-Grade:Unheated 570 03 566 Insulation depth: 6.0' COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECchec/� and to comply with the mandatory requirements listed in the RES checkInspection Checklist. Builder/Designer Date REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.6 Release 1 DATE: 12/14/04 PROJECT TITLE:Paradise Residence Bldg. � Dept. � Use � � � Ceilings: [ ] � 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-44.0 cavity insulation � Comments: [ ] � 2. exist.Ceiling:Flat Ceiling or Scissor Truss,R-44.0 cavity insulation � Comments: � � Above-Grade Walls: [ ] � 1. Wall 1: Wood Frame, 16" o.c.,R-21.0 cavity insulation � Comments: [ ] � 2. garden wall: Solid Concrete or Masonry:Interior Insulation, � R-21.0 continuous insulation � Comments: [ ] � 3. exist wall:Wood Frame, 16" o.c.,R-21.0 cavity insulation � Comments: [ ] � 4. exist garden wall: Solid Concrete or Masonry:Interior Insulation, � R-21.0 continuous insulation � Comments: � � Basement Walls: [ ] � l. Basement Wall: Solid Concrete or Masonry, 8.5'hU8.5'bg/8.5'insul, � R-21.0 continuous insulation � Comments: � Exterior insulation must have a rigid,opaque,weather-resistant protective covering that � covers the exposed (above-grade)insulation and extends at least 6 in. below grade. [ ] � 2. exist Basement Wall: Solid Concrete or Masonry, 8.5'ht/8.5'bg/8.5'insul, � R-21.0 continuous insulation � Comments: � Exterior insulation must have a rigid,opaque, weather-resistant protective covering that � covers the exposed (above-grade)insulation and extends at least 6 in. below grade. � � Windows: [ l � l• family room:Metal Frame with Thermal Break:Triple Pane with Low-E, � U-factor:0.310 � For windows without labeled U-factors,describe features: � #Panes Frame Type Thermal Break? [ ] Yes [ ) No � Comments: [ ] � 2. porch: Metal Frame with Thermal Break:Triple Pane with Low-E,U-factor. 0.310 � For windows without labeled U-factors,describe features: � #Panes Frame Type Thermal Break? [ ] Yes [ ] No � Comments: [ ] � 3. marty's office: Metal Frame with Thermal Break:Triple Pane with Low-E, � U-factor: 0.310 � For windows without labeled U-factors,describe features: � #Panes Frame Type Thermal Break? [ ] Yes [ ] No � Commen[s: [ ] � 4. bedroom:Metal Frame with Thermal Break:Triple Pane with Low-E,U-factor: 0.310 � For windows without labeled U-factors,describe features: � #Panes Frame Type Thermal Break? [ ] Yes [ ] No � Comments: [ ] � 5. exist windows:Metal Frame with Thermal Break:Triple Pane with Low-E, � U-factor:0310 � For windows without labeled U-factors,describe features: � #Panes Frame Type Thermal Break? [ ] Yes [ ] No � Comments: � � Doors: [ ] � 1. Door 1: Glass,U-factor:0.310 � Comments: [ ] � 2• Door 2: Glass,U-factor: 0310 � Comments: � � Floors: [ ] � 1. Floor 1: Slab-On-Grade:Unheated,6.0'insulation depth, � R-0.3 continuous insulation � Comments: � Slab insulation to exiend down from the top of the slab to at leasi 6.0 ft. OR down ro at � least the bottom of the slab then horizontally for a total distance of 6.0 ft. � Exterior insulation must have a rigid,opaque,weather-resistant protective covering that � covers the exposed(above-grade) insulation and extends at least 6 in. below grade. [ ] � 2. exist Floor: Slab-On-Grade:Unheated,6.0'insulation depth, � R-03 continuous insulation ( Comments: � Slab insulation to extend down from the top of the slab to at least 6.0 ft. OR down to at � least the bottom of the slab then horizontally for a total distance of 6.0 ft. � Exterior insulation must have a rigid,opaque,weather-resistan[protective covering that � covers the exposed(above-grade)insulation and extends at least 6 in.below grade. � � Air Leakage: [ ] � Joints,penetrations,and all other such openings in the building envelope that are sources of air � leakage must be sealed. [ ] � Recessed]ights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly � with a 0.5" clearance from comb�stible materials.If non-IC rated,the fixture must be installed with a � 3" clearance from insulation. � � Vapor Retarder: [ ] � Required on the warm-in-winter side of all non-vented framed ceilings, walls,and floors. � � Materials Identification: ( ] � Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] � Materials and equipment must be identified so that compliance can be determined. [ ] � Manufacturer manuals for all installed heating and cooling equipment and service water heating . , , . , � equipment must be provided. [ ] � Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. � � Duct Insulation: [ ) � Ducts in unconditioned spaces must be insulated to R-5. � Ducts outside the building must be insulated ro R-8.0. � � Duct Construction: [ ] � All joints,seams, and connections must be securely fastened with welds,gaskets,mastics(adhesives), � mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated LTL 181A or UL 181B. � Exception:Continuously welded and locking-type longitudinal joints and seams on ducts � operating at less than 2 in.w.g. (500 Pa). [ ] � The HVAC system must provide a means for balancing air and water systems. � � Temperature Controls: [ ] � Thermostats are required for each separate HVAC system. A manual or automatic means to � partially restric[or shut off the heating and/or cooling input to each zone or iloor shall be provided. � � Service Water Heating: [ ] � Water heaters with vertical pipe risers must have a heat trap on both the inlet and outiet unless the � water heater has an integral heat trap or is part of a circulating system. [ ] � Insulate circulating hot water pipes to the levels in Table 1. � � Circulating Hot Water Systems: [ ] � Insulate circulating hot water pipes to the levels in Table 1. � � Swimming Pools: [ ] � All heated swimming pools must have an on/off heater switch and require a cover unless over 20% � of the heating energy is from non-depletable sources. Pool pumps require a time clock. � ( Heating and Cooling Piping Insulation: [ ] � HVAC piping conveying fluids above 105 �or chilled fluids below 55 °F must be insulated to the � levels in Table 2. Tavle 1: Mininaum Insulatiorz Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches b�Pipe Sizes Heated Water Non-Circulatin� Runouts Circulatin�Mains and Runouts Temperature(F) U�to 1" Up to 1.25" 1.5° to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 l.0 Tahle 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches bv Pipe Sizes Pipin�S, st� em Types Ran e F 2" Runouts 1" and Less 125" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1 S LS 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 I.5 NOTES TO FIELD (Building Department Use Only) P�operty Information Search by Street Address Result page Page 1 of 2 Hennep�n �o�unty, �� w�.�rtiv. :- r. .us � Property Information Search Result The Hennepin County Property Tax web database is update daily (Monday - Friday) at approximately 9:15 p.m. (CST) Searcl� BY� Note: Taxes Payable 2005 (2004 Values) wil/be available ,_ _______ on this web site approximatety 03/01 i � �C .,�"'�'� Parcel Data for Taxes Payable 2004 � .. _ � �__� r- -- - -, Chck Here for the 2004 State Copy to be_used when_filmq for the 2003 �� State Refund � a.. -.a-�,.,.._;f� ___ --- __ _ - —- �'�„^T"'T!"'1""•�!''�; , �— � '�` �� o � ._5t �.� i! �� .1� � ��ir��`•'�� 1 �. .�..s�^m--�---^-� � w • _ ' _ � � _ �_� _.. '� I � Property ID: 10-117-23-21-0008 HOUSE or BUILDING Address: 825 BROWN RD S #: Municipality: ORONO g25 School Dist: 278 Construction year: 1999 STREET NAME: Watershed: 3 Parcel Size: IRREG (at least first 3 characters) Sewer Dist: brown rd s Owner Name: MARTIN P/BftIDGETT P PARADISE UNIT # (if applicable) Taxpayer Name MARTIN P/Bf2IDGE� P PARADISE �� & Address: 825 BROWN RD S WAYZATA MN 55391 Search Clear Most Current Sales Information 20 � records per page Sales prices are reported as listed on the Certificate of Real Esta1 Value and are not warranted to represent arms-length transactic Sale Date: April, 2004 Sale Price: $2,375,000 Transaction Type: Tax Parcel Description Addition Name: CARRIAGE HILL Lot: 001 Block: 001 Metes & Bounds: Abstract or Torrens: ABSTRACT Value and Tax Summary for Taxes Payable 2004 Values Established by Assessor as of ]anuary 2, 20 Estimated Market Value: $1,813,000 Limited Market Value: $1,579,400 Taxable Market Value: $1,579,400 Total Improvement Amount: Total Net Tax: $17,934.38 http://www2.co.hennepin.mn.us/pins/addrresult.j sp 1/20/2005 � DATE TIME CITY OF ORONO CALLED IN �a9 INSPECTION NO CE SCHEDULED S-d�S 9:�-o PERMIT NO. COMPLETED ADDRESS S � a, - OWN ER CONTR. . � TELEPHONE NO. �o�o� �� 7`��' � DESCRIPTION ��'� ""' /�� 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��c��.WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q�INAL 14 SEWER HOOK-UP 06 PROGRESS � 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 � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � � a o � � � � . � 0 - _t � ��Y" � � S G9�l. W � Q � z W � W � � d W� ❑ RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContra �si�e: Inspector. V White Copyllnspector's Fil Canary CopylSite Notice J �� DA E TIME CITY OF ORONO CALLED IN � � ' INSPECTION TI SCHEDULED 3'� S �%6-O PERMIT NO. COMPLETED ADDRESS �o��l ��WZ'1 F� S� OWNER CONTR. TELEPHONE NO._ ��a S�D-� 7Q I � � DESCRIPTION ��l'✓f. �i�4( � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 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 � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMEN�S: � W a J � O � � O � W � Q � Z W � W � � d W� T❑ ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CA�L FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '�CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Ca11 for the ne inspection 24 hours in advance. (J52� 249-4600 OwnerlContr o n i : Inspector. � White Copyllnspector's File Canary Copy/Site Notice � DATE /� TIME " CITY OF ORONO CALLED IN � �� IV.'� INSPECTION N EQ �Z� SCHEDULED �T)0� i 1 .�+'=' PERMIT NO. � 'J �, COMPLETED ADDRESS ��J�t..�)u.`��, \�--��,��, � OWNER CONTR. c�f��-� `� �� TELEPHONE N0. C.t%� L- �--�Cp Z- Z'--I�-I�`. � DESCRiPT10N r-�'�:-1 �I� '�� -t'C�C�'`�-''� lL (� FOOTING__,.--� 11 MECHA ICAL RI 18 EXCAV/GRADING/FIL�ING l� , .-, _ . ....... Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 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 � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � � , 8 f�` 0 a � 0 � W � Q � z W � W � � d W ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALI INSPECTOR � CITATION ISSUED ❑ INSPECTIOIV REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-4600 Owner/Contracto� ite: Inspector. White Copyllnspector's File Canary CopylSite Notice e� TIME ✓ CITY OF ORONO � � CALLED IN - � /� �--� INSPECTION NOTIC� p SCHEDULED I-1�.�-- PERMIT NO. �o�Z� COMPLETED ADDRESS �Z� 1��-`�� S OWNER CONTR. ��/'��e� � /�S TELEPHONE NO. �� /v��S°n �/a - �� a S«/ � � DESCRIPTION �� 01 FOOTING 11 MECHANICAL�?I ` 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP O6 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 Z OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W a � J O � � O � W � Q � Z W � W � � d � , . ORK SATISFACTORY:PROCEED f� PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the n x 'ns ection 24 hours in advance. (g52) 249-4600 OwnerlContr o n sit - Inspector. � White Copyllnspector's File Canary CopylSite Notice �� DATE TIME � ' Cv� CITY OF ORONO CALLED IN INSPECTION NOT.�C "� SCHEDULED ' �S ' c% PERMIT NO. � � �t7` � COMPLETED ADDRESS ��1� 5 ��lc,��"� �'cC� J � r, OWNER CONTR. .� ri'�r�- t-��r" TELEPHONE NO. l� �� v 5 �"�U/ �— i � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICA�FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL C�--- _- Z Q�VVACL 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 T09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O a � O � W � Q � Z W � W � j d W WORK SATISFACTORY:PROCEED L� PROJECT COMPLETE � -0 CORRECT WORK&PROCEED '�' ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR W4LL RETURN ❑ CITATION ISSUED ❑STOP OROER POSTED.CALL INSPECTOR ❑ INSPECTION REQUtRED.CALL TO ARRANGE ACCESS. Call forthe ne t inspection 24 hours in advance. (952� 249-46�� Owner/Contra r n e: Inspector. .� White Copylinspector's Fi Canary CopylSite Notice