Loading...
HomeMy WebLinkAbout2006-P09674 - addn/remodel/repair PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P09674 Clystal Bay, Minnesota 55323 Permit Type: Addition/Remodel/Repair (952) 249-4600 Date Issued: 4/27/2006 SITE ADDRESS: 105 Orono Orchard Rd N Unit# Long Lake,MN 55356 PID: 35-118-23-33-0003 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 434 Permit Class: Building Permit T e: Addition/Remodel/Repair Sub-type(s): Addn/Remodel/Repair YP DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Iee: $ 2,645.75 Valuation: $ 395,000.00 Plan Review Fee: $ 1,719.74 State S charge Fee: $ 200.00 TOTALEE: $ 4,565.49 APPLICANT: Streeter&Ass, iates OWNER: James Rowland Lowe III 18312 Minneto a Blvd 105 Orono Orchard Rd N Wayzata,MN .5391 Long Lake,MN 55356 THE UNDERSIGNED HEREBY ' a•UESTS 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 ' QUIREMENTS. ./ AAIIIIV/ / 4(_- __- ( ni71 Uj n_19 wariliPPF' !Lit '"wr o fIT: MN= RE ISSUED BY SIGNATURE I Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 .r o .► j, a Total Fee: $ i1 IDate Received: . 17 , I' Entered By: r ", U 1 Lou 1°n Permit#: ,---1 IP 7 y 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 OR CONTRACTOR M � D JOB SITE ADDRESS: /0.6' CAO/V O CP 01 A ZIP: 5:5-\-36—62 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes X'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: ,Z.rv,s,,, .._ Leok1,5C. PHONE: (home)%5Z-4/76-7 /47 RP (work) MAILING ADDRESS: /Ojrp /'b()Bala°CITY: 4 p ZIP: 6":613 543. CONTRACTOR: $1 t -rem ,„,-_. PHONE: 9 6-2-114( -944/29 CONTACT PERSON: EP F 1Z..telt.. MOBILE/PAGER: (o t-z- $1Z.-591,95 MAILING ADDRESS: jB3)Z MI6} Etw,p CITY: (,litsee er4 ZIP: 6'5 3 9 i STATE LICENSE: # l'3"1,0 EXPIRATION DATE: 3-3 I-QC° ARCHITECT/ENGINEER us �Mkty[ 1'1Ss L PHONE: 95t -1/73-/Z62- MAILING ADDRESS: 1,33 i ' A $gyp CITY pApt4 ZIP: 5-539 ( NAME: ... .AAS m REGISTRATION: # TYPE OF WORK: New Addition ) Accessory Structure Move Home c(Remodel/Alteration NE �� . To Bc uti/'F.^/'iEP KZu2e-utek) PROPOSED WORK(describe in detail): C , /.lam f1; 4 _ ; G1. gi0 Jo, el cos •=i I ♦ t/ Y-A 0i IW STORIES: ZSIS FEET OF EACH FLOOR:,6150Bys Ifiliv( SZ e/ 1620 1 NO. OF BEDROOMS:'10 A �ARAGE STALLS: ATTACHED 44 DETACH D'AI P 44eDRoor►s -3 Ex.)sr) el I ESTIMATED CONSTRUCTION VALUATION(excluding land): $ .395 , ` g �' I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; Ebil vs twork wthe ordinances and codes of the City and with the State Building Code;hatthe that I understandillbein this isconformance nota permitwith and work is not to startwithout a permit;and that the work will be in accordance with the approved plan. / � , - r/ APPLICANT'S SIGNATURE: _ ,/VAV/`r DATE: 2/7-0/f) (p 31 w Sec.13.04 RIGHTS OF SU3JECTS 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 forth in this section. Subd.2.Informat on required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose nd intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b) whether he may refuse or is le ally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data; d(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,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund 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 confidential. Upon his further request,an individual who is the subject of stored private or public data or}individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a disp to or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall pro ide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting pe on to pay the actual costs of making,certifying,and compiling the copies. The responsible au ority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excludi g Saturdays,Sundays and legal holidays,if immediate compliance is not possible.If he cannot comply with the request within that time,he shall so inf rm the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure When data is not accurate 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 writing the responsible authority describing the nature of the disagreement.The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only f the individual's statement of disagreement is included with the disclosed data. The determination o 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 inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may rse 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 permit 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 private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last Address CityI State Zip Phone I understand my rights aslistated above. l Signature 32 • CII4K OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ' ADDRESS OR LEGAL: I DS 020,46 02cH04-44 ) 4..5,0 PID: DESCRIPTION OF WORK: _146617-70,0- bet=i►-w00 4- ZONING REVIEW BY:' ___-- DATE APPROVED: •y- 2 5-Oh BUILDING REVIEW BY: DATE APPROVED: y. 2 S-D 6 FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes No • PLAN REVIEW Yes (/ No SEWER CONNECTION STATE SURCHARGE Yes ,/ No WATER CONNECTION INVESTIGATION FEE Yes No v-- PARK FEE SAC Yes No v SITEINSPECTION Number of SAC-Units OTHER (specify) ------------------- -- ------------ ZONIIIIG CHE.CK LIS1 Zoning District: . Fire Department: Post Office: School District: • Lot Area: Sq.ft. 15 Acres I.SZ Width Depth Survey Submitted: Yes�C _ No Date of Survey: 41- 21-0 • Proposed Setbacks: . Front(Lake): Right Side: /3 SI Rear(Street): 100' + Left Side: '?o Adjacent Structures: 2Z.1 Wetland: N 1 f Building Height: Def. Hgt. ü Chi �/ C.k Peak Hgt. C. K..- Lot Coverage: N/4 • Grading: Staff Approval Dat : ++-ZS -0 By: ,/ • Council Approval Date: Septic: Staff Approval Date: N• 25 -0 to By: cfp' o, Zoning File: # — Resolution: # Resolution Date: Shoreland District: 105 S Avg. Setback: N A- Bluff Setback: ,//n Lot Coverage: N/A Existing Proposed Hardcover: 0-7 ' 75- 50' Pi-Y 25 -500' 3 50 -1000' Hardcover Variance equired: Yes No Date of Council Approval: REMARKS (in house): I • BUILDING REVIEW CHECK LIST UBC: R'3 CONSTRUCTION TYPE: \L/f Sq Footage $Per Sq Ftg Basement x 1st Floor x • _ • 2nd Floor x = Garage • x x = TOTAL Estimated Construction Value: $ 31c,000 "- Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal „( Mechanical Water Connection .7( Footing - Septic Sewer Connection • Framing '< Fireplace Lawn Irrigation D( Insulation (Masonry) Other Wall Board oc (Mfg.) Well(State Permit) Final Grading/Filling .c. Electrical (State Permit) Other REMARKS(IN HOUSE): • REVIEW BY OTHERS: DATE: Access: Existing New • Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 8 KBAarchitects Lowe Residence Window Schedule 3/15/2006 No. Room Name Rm # FraWeH ize Marvin Window # Notes / Remarks Grid xN1 Living Room 111 2'-1 3/8" x 4'-5" WUDH 2022 VERIFYSDL N2 Family Room 105 10'-11 1/2" x 4'-1" WUDH 2620 4W 2" SPACE MULLIONS ISDL S1 Bedroom 3 201 6'-4 3/4" x 5'-1" WUDH 3226 2W 2" SPACE MULLION SDL S2 Breakfast 104 5'-4 3/4" x 4'-1" WUDH 2620 2W 2" SPACE MULLION SDL S3 Kitchen 103 4'-4 3/4" x 3'-9" WUDH 2018 2W 2" SPACE MULLION SDL S4 Dining Room 102 6'-4 3/4" x 5'-5" WUDH 3228 2W 2" SPACE MULLION SDL S5 Study 107 2'-1 3/8" x 3'-9" WUDH 2018 SDL S6 Mud Room 001 5'-4 3/4" x 4'-1" WUDH 2620 2W 2" SPACE MULLION SDL El Bedroom 3 201 5'-0 3/4" x 4'-5" WUDH 2422 2W 2" SPACE MULLION SDL E2 Bedroom 2 204 5'4:43/4" x 4'-5" WUDH 2422 2W 2" SPACE MULLION 4Ai Y SDL E3 Stair 110,„ '` 43/8" x 4'-5" WUDH 2022 - -: VERIFY SDL E4 Bedroom 1 207; 5'-0'3/4" x 4'-5" WUDH 2422 2W ' . 2" SPACE MULLION - VER( ( SDL E5 Dining Room 102 6'-4 3/4" x 5'-5" WUDH 3228 2W 2" SPACE MULLION SDL E6 Study 107: 3'-9 3/8" x 5'-1" WUDH 4026 VERIFY SDL E7 Stair 440 2'-1 3/8" x 4'-5" WUDH 2022 VERIFY SDL E8 Living Room # #-`. 2'-1 3/8" x 4'-5" WUDH 2022 VERIFY SDL E9 Living Room 111 2'-1 3/8" x 4'-5" WUDH 2022 : VERIFY SDL Existing Windows ter:;- v r_ Page of 2 , KBAarchitects Lowe Residence Window Schedule 3/15/2006 W 1 Bedroom 1 - 247 '-# 3/8'x 4" 5' ` WUD,R322 P :IF 3 3 • SDI W2 Bath • tat: W3 Family Room 105 8'-2 1/8" x 4'-1" WUDH 2620 3W 2" SPACE MULLIONS SDL W4 Family Room 105 6'-0 5/8" x 6'-10" WSFD 6068 OX SDL W5 Breakfast 104 8'-2 1/8" x 4'-1" WUDH 2620 3W 2" SPACE MULLIONS SDL W6 Mud Room 001 2'-7 3/8" x 4'-1" WUDH 2620 SDL Existing Windows *VERIFY ALL EXISTING WINDOWS BEFORE ORDERING. **WINDOWS UNLESS OTHERWISE NOTED ARE TO BE WOOD, PRIMED. THEY ARE TO COME COMPLETE WITH FLAT CASING, AND MULLION COVERS TO MATCH (WOOD, PRIMED). WINDOW SILLS ARE TO BE CONTIUNUOUS, DOGEARED 1" ON EACH SIDE. SCREENS REQUIRED FOR ALL OPERABLE WINDOWS AND DOORS. SEE EXTERIOR ELEVATIONS FOR OPERATING DIRECTION AND SDL PATTERNS WHERE APPLICABLE. SDL TO BE 7/8" WITH INTERNAL SPACE BAR. GLASS TO BE INSULATING LOW E GLASS. ALL HARDWARE TO BE WHITE. ALL INTERIOR WOOD TO BE PRIMED. Page 2 of 2 KBAarchitects Lowe Residence Door Schedule 3/15/2006 No. Room Name Rm# Type Unit Size Thick Mat. Hdwr Manuf Details Notes/Remarks Width X Height _ Head Jamb Sill__ 001A IIMud Room II 00111 II 3'-0" x 6'-8" II II II II II II II IlSimpson or Buffelen Entry Door 101A Entry . 101 3'-0" x 6'-8" Simpson or Buffelen Entry Door 101B Entry 101 2'-6" x 6'-8" 6-Panel 101C Entry 10 _'-6" x 6' 8" --- _ 6-Panel 102A Dining Room 1023'-0" x 6'-8" (2) _ Double Pocket Doors, Glass Panel 107A Study 107 2'-6" x 6'-8" _ 6-Panel 108A Closet 108 2'-6" x 6'-8" _ 6-Panel 113A Mud Room TM 2'-6" x 6'-8" 6-Panel 201A Bedroom 3 201 2'-6" x 6'-8" 6-Panel 201 B Bedroom 3 201 2'-6" x 6'-8" 6-Panel 201C Bedroom 3 201 2'-6" x 6'-8" 6-Panel 202A Closet 202 2'-6" x 6'-8" 6-Panel Page 1 of 1 • • CERTIFICATE OF INSURANCE This certifies that ® STATE FARM FIRE AND CASUALTY COMPANY, Bloomington, Illinois 0 STATE FARM GENERAL INSURANCE COMPANY, Bloomington, Illinois insures the following policyholder for the coverages indicated below: Nameofpolicyholder Streeter & Associates Inc Address of policyholder 18312 Minnetonka Blvd Wayzata, MN 55391-3232 • Location of operations • Description of operations The policies listed below have been issued to the policyholder for the policy periods shown. The insurance described in these policies is sub-ect to all the terms exclusions,and conditions of those •olicies. The limits of liabilit shown ma have been reduced b an •aid claims. POLICY NUMBER TYPE OF INSURANCE POLICY PERIOD LIMITS OF LIABILITY Effective Date Expiration Date (at beginning of policy period) Comprehensive BODILY INJURY AND 93—KR-9544-3 Business Liability 03/21/05 3/21/06 PROPERTY DAMAGE This insurance includes: ® Products-Completed Operations ®Contractual Liability ® Underground Hazard Coverage Each Occurrence $2, 000, 000 ® Personal Injury ®Advertising Injury General Aggregate $ 4, 000, 000 ❑Explosion Hazard Coverage Products-Completed [' Collapse Hazard Coverage Operations Aggregate $ 4, 000, 000 ❑ General Aggregate Limit applies to each project El Business Property ®Non-owned Auto Liability • EXCESS LIABILITY POLICY PERIOD BODILY INJURY AND PROPERTY DAMAGE Effective Date Expiration Date (Combined Single Limit) El Umbrella Each Occurrence $ 3, 000, 000 93—EC-8652-1 ❑Other 03/21/05 03/21/06 Aggregate $ 3, 000, 000 Part 1 STATUTORY Part 2 BODILY INJURY 93-J9-8560-5 Workers'Compensation 03/21/05 03/21/06 and Employers Liability Each Accident $ 100, 000 Disease Each Employee $ 100, 000 • Disease-Policy Limit $ 500, 000 POLICY NUMBER TYPE OF INSURANCE POLICY PERIOD LIMITS OF UABILITY Effective Date Expiration Date (at beginning of policy 93-EX-8750-8 Builders Risk 04/01/05 04/01/0k 7, 000. 000 . 00 93-CS-7437-0 Inland Marine 12/11/00 12111/05 TNSTAT, 38000 MCR T T, 70. O_ If`any of the described policies are canceled before its expiration date, State Farm will try to mail a written notice to the certificate holder = days before cancellation. If, • however,we fail to mail such notice, no obligation or liability will imposed on State .. .arm or its agents or re. -se Gives. 1 Name and Address of Certificate Holder Signature of Authorized Representative 7.- Tale 558 994 a 2,90 Printed in USA. y� Date State of Minnesota ©epatfinent of Commerce Licensing-Division 1 ° :,-:1'70 ,. manc} . C• -1 Fcye r�Y,i p'''',,':'3i0-.'',.'r ,�' (& 9 i r ..,,,„,,..1,,,c.,1,,„2-,-...-- ..;,..--,,,,,,,,, s � 4 4 d h1'f '..„,„4.( ,'; t ] i j .i e S8 ., /1 =. ' :=1 L e i ( ri ' 4 ,r f ""- '2_, ris��� WF au : s4Y � x t h j, 6-r,r ' 1-1--.;--1,- a ka,, ,,d ,-1- ' 4 ; . �.trf . ai fIY ,v ' r syr 4w% � AA p 1Z ,,-.'9'.'4:jA � .P a s* - Y 1 + ��W I! :Ck � f -..f 3' S ' dry, c:��,„i1, , T V -- �r _ F, k.; ' • R9 y ® r� s ! a R d R Liceennrstee Edenitxriahcatl.n eumber .C 'Q k' t ;Quaff icrg7Person ioCn 1° R7„,,-..j,,:-.,i u _ • , r, licse xption iD.at3/31/2006 ,ContinIi.tio.g Ectt 7Hlu CEdy b3/31 /2006” ORUI'd A.M. STRUCTURAL ENGINEERING 133 COUNTY ROAD W RIVER FALLS, WI 54022 26 January 2006 Kurt Baum KBA Architects 18356 Minnetonka Blvd. Deephaven, MN 55391 Re: Structural Review Lowe Residence—Addition & Remodeling 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 O P(tlyik- David P.Wagner, P.E. MN Reg. No. 25420 (Iet6O10a) IIII STRUCTURAL NOTES MATERIAL STR4NGTHS Reinforcing Steel li Fy= 60,000 p.s.i. (A615 grade 60) Concrete F'c=Compressive strength in 28 days 3,000 p.s.i.for footings 3,500 p.s.i.for interior slabs on grade it 4,000 p.s.i. unless noted DESIGN LIVE LOADS Roofs 50 p.s.f. ground snow load Typical Floors 40 p.s.f. Basic Wind Speed 90 m.p.h. (3 second gust) DESIGN CODES -LATEST EDITIONS International Buildi g Code Minnesota State B ilding Code American Concrete Institute CRSI Manual of St ndard Practice American Institute Timber Construction National Design Sp cifications for Stress-Graded Lumber and its Fastenings SOIL BEARING DE IGN VALUE 2,000 p.s.f. on undi urbed soil or compacted fill for footings. Bearing value to be erified by a geotechnical engineer. EXISTING CONDIT! NS 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 Iatleral 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 dia eter lap at all splices and full crossing lap at corners and intersections. Unless otherwise not-•,wall footings are centered under walls and column footings under columns. Footing ele ations 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. SLABS ON GRA E II All slabs on grade,'unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered in slab. All stair sl bs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered in lab. POURED CONCRTE WALLS Unless otherwise n ted on plans or sections, reinforce poured concrete walls with#5 verticals at 48" on center insid face and#5 horizontals at 24"on center inside face. Provide#5 x 4'-0" (2'-0" each leg) corner ba at 24"on center, horizontal reinforcing, at corner of wall with 3-#5 vertical support bars. All w II openings larger than 12"shall have 2-#5 all sides of openings. Extend reinforcing 2'-0" bey nd each edge of opening. MASONRY LINTEL All opening in brick f ced or brick walls not specifically indicated to have other types of lintels shall have the follow g: One L31/2x31/2x5/16"angle for each nominal 4"of masonry to a maximum span of 5'-0". One L x3Y2x3/8"angle for each nominal 4"of masonry to a maximum span of 8'-0". STRUCTURAL STEL All structural steel sh II be designed,fabricated and erected according to the American Institute of Steel Construction A.I.S.C.)standard specifications. Structural steel supplier shall supply all cap plates, bearing a emblies, base plates, stiffeners, splices, connections and shall design same unless noted on drawings. All welding shall be done using the shielded arc process using E70 electrodes in acc rdance with the rules of the American Welding Society(A.W.S.)Structural Welding Code. All we ders shall be certified using the rules of the American Welding Society. DIMENSION LUMBER Dimension lumber sha be No. 2 hem Fir or equal for joists, 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 hav a full 1'A"length of bearing at each end unless notes otherwise. Double all joists under parallel artitions. All beams and joists not bearing on supporting members shall be framed with "Simps n Strong-Tie"joist hangers or equal. Interior walls to have 2x4 studs at 16" on center. Exterior ails to have 2x6 studs at 16"on center. Wood joists shall bear the full width of supporting me bers(stud wall, beams, etc.) unless otherwise noted. Wood beams made of 2 or more 2x's hall be bolted together with 3/8"diameter through bolts at 2'-0"on center or equivalent spikes. Si I plates to be bolted to foundation walls with 1/2"diameter anchor bolts at 4'-0"on center maximu to extend 15"minimum into grouted masonry. Each sill plate to have a minimum of 2 bolts with ne bolt located within 12"of each end of each piece. Nailing to be in accordance with Table 2 04.9.1 of the I.B.C. LVL WOOD MEMBERS LVL members noted on rawings 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= 1,9 0,000 p.s.i. WOOD ROOF TRUSSES Lumber for wood roof tru es shall be in accordance with the manufacturer's recommendations. Trusses shall be designe 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 he drawings. Submit certified ca culations with shop drawings. Spacing of roof trusses shall not exceed 24"on center. Truss con guration, pitch, overhang, etc. shall be indicated on the architectural drawings. Provide girder trus es, hip jacks, step-down trusses as required and designed to support all superimposed load . Provide metal framing anchors at truss bearing to mechanically fasten truss to bearing wall or s pporting 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 b allowed without the written approval of the truss manufacturer. Truss manufacturer shall rovide metal hangers where necessary. CONCRETE COVEI ON REINFORCING Footings 1 3n clear bottom and sides Walls 11/2"clear inside face Slab on Grade 1 Center reinforcing in slab I II Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheck Software Version 3.6 Release 2 Data filename: K:\KBADAT-1\2005\Lowe\PROJEC-2\ARCHTT-1\LOWE2-1.RCK PROJECT TITLE: Lowe Residence- 105 Orono Orchard Road CITY: Orono STATE: Minnesota HDD: 8037 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.16 DATE: 03/15/06 DATE OF PLANS: March 15, 2006 PROJECT DESCRIPTION: Addition DESIGNER/CONTRACTOR: Streeter& Associates COMPLIANCE: Passes Maximum UA= 659 Your Home UA= 531 19.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor JA Ceiling 1: Raised or Energy Truss 1400 38.0 0.0 35 Wall 1: Wood Frame, 16" o.c. 1488 21.0 0.0 77 Window 1: Wood Frame:Double Pane with Low-E 135 0.310 42 Ceiling 2: Raised or Energy Truss 500 38.0 0.0 13 Wall 2: Wood Frame, 16" o.c. 1752 21.0 0.0 77 Window 2: Wood Frame:Double Pane with Low-E 382 0.310 118 Door 1: Solid 21 0.310 7 Basement Wall 1: Solid Concrete or Masonry 1524 11.0 0.0 94 Wall height: 8.0' Depth below grade: 7.5' Insulation depth: 7.5' Wall 3: Wood Frame, 16" o.c. 228 5.0 0.0 21 Window 5: Wood Frame:Double Pane with Low-E 33 0.310 10 Door 4: Solid 21 0.310 7 Floor 1: Slab-On-Grade:Unheated 29 0.0 30 li ' Insulation depth: 0.0' Furnace 1: Forced Hot Air, 9 AFUE Air Conditioner 1: Electric C tral Air, 13 SEER COMPLIANCE STATEME : The proposed building design described here is consistent with the building plans, specifications, and other calcul ions submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirem is in REScheck Version 3.6 Release 2 (Imnerly MECcheck) and to comply with the mandatory requirements listed 'n the REScheck Inspection Checklist. Builder/Designer Date II ii it 07/12/2006 WED 11:34 FAX 95r2T�T473 1264 KBA ARCHITECTS y� Z003/003 �w7 jrj S 1�J �OII[1.1U i',.”�at' sQlg `,. 7 e I)L'Ox pS1:L I()011010 90I n 3.z6N . Rz N :... ' ,,, `i s 9 ue�d 6utweJJ 300N s i; no,°1(,>'). i 5 aauoprs�qi om 7ryP n&Wig �k it Cn ,! Y r �oNNWod d 3 2rE 2 ogawous ¢ O da _ Ey I 1 1 u ! ONLLSIX3 J 0'0 .910a z�xz _1 to _ i'i'" 1:44:XZ-Z80 VII f=i .II....•• ••••••••• 0 N '0'0 .91 0 ba. va z i.xz I O Ili Nr \ X N ..; 1 N iiiii :F:: l_. _. _J TQ .I1. l .--11 1 CDO O --- '3'0 ..frl 0 S3SSI - • '0' 9L 0 NaLAia Z�xl / , .:'" %, -.......... ......r I .ii 1 = 1 I — I I . CI \ 2 c F co 4 • w , I "0 .9 53SScr 0 07/12/2006 WED 11:34 FAX 952 473 1264 KBA ARCHITECTS 01002/003 W I . Nye`na' O �' r 1.4 tielel 2 @ . .F;..�; iii\-' Pro2T P1gDln 0¢010 90T ), g.,S Id 6UiweaJ �4 .. C ' ,R / aoold Puboe i Cn °NILS') r .,;; D 0 diliqi0 I • N r1 -o.0 .91. 6 Irl 3(6 lii -1 #9 l'il 7 Th. I:° "" '0'0 „9l © Irl „We, A..- ' l Z siia a cu -t- i Q_ i': ...ALim ...•••••••••••••=r..... C "-E 2 LL i ` y 0 Sy 0 ® Z LXZ g Nt. ai i n fn g I I M / 410 I Z Q Q st .o V -9 N ° ' V, 0 c� C O o 00 cr 0 N w o t O & ? 0 - cL Qit) 1 40 7 „.., , ' c.) , 4 .... ............. ' ..... ....: O -?- tQ' v ..:,..:.4 o I v _ 1 NFW 3 J J 3 ! 8 j I b + ti Ti F g gm Ift iLl _4008 o w w -7 t tt AA3 1SDC3 1 M0138 11V =':i€iii ii [.stit ',61 : 00 Q __ • , cmol I ,,z, .1::i F, ( 1-511M- 1m 'dA'�1Soc3 J I 3 / J W . . . J o • Q N 0 2 4 — O iw N I o N t J U— r i 0 w , .f c „ g L :� , , W m N . P _ ao Z 0 } U 3 O N O W 0— UO W (y.1 Y m O In M0138 11VM Jooa r- [ 1 4,(:11, ,,(({{ .. ' M0138 11VM O fIl I Q O I FUTURE DCS `m_ • �� 0 i it 1 WS ; 1 t 1 e. W3 ,,,„:„.:.,:.::::.„..,:.:...„... . ::,„,,,::;:,,:,:::,„:.:„::,::, mrsi- ::-::.::„5„:„:::::„::::::::,::,::::::„":„.: I ii, Sz BREAKFAST 104 Ip FAMILY ROOM C• ---------- G N2 ---------------— ----------- xa i': 'ANTRY d — DW _I — J , O G ,....... I I I t s:i •o y III DRY 8AR DESK `.y I !EXIST. _ /.\ sa 11 KITCHEN I I ///\\\\ irk _.,I 103 X// \ \\ PANTRY \� o- ��\ OPTION READING ROO 112 �' ....,\ / 36" COOKTOP tiO" DBL OVEN 42 REF. / �\ '" i 11`�tt`:1` \i _O j` csi I l 1 I J ge o1� I1 �LAUNDRY .V.t 113 i `�.,. ...� _.., • I ......r WAS y ENTRY I 0 101A 101 1 DN -ti 102A if ? iii: r Vii::: NEW WD.I FxisT. CROWN MOULDING 1 §§: HALL I/I 106 I I -- St UP —ke LIVING ROOM ig DN 110 di z W O r o DINING ROOM -J sa O I 102 1 PSR DATETIME CITY OF ORONO CALLED IN 0-1(a INSPECTION NOTICE SCHEDULED - -f /O.•d nA/14 PERMIT NO.PCM„ q COMPLETED ADDRESS %G' () r 7� On �k Cor?' • OWNER CONTR. S1 ..4_, - 4-46 toc TELEPHONE NO. EIC LP f P4 y3 - • DESCRIPTION .,&/L22GV W 01 F•• . 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMI 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 -wit.TION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 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 v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc W Q. cc f J Acid Acid"' -ivti. I 10 A.c1 CC 5JPPO(Y up Pot- lPuce 4 U„ dJ'7� ,r s e_.:_)5 - )J Se C IQ cc Q z (9-) 17✓sS o P1%o t.+-- U2ec1 e S W 1 els b i s c 0.5,s e ci _—6-A o ►e -tee' T. &On 1 I7O(c'Gx —lVQ �'f 4ri.l ,,f --i,5.?- v Q�om�,,// GW CC 'WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE w--�� W ❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O• El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. L - (pi')3'D' S White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY'OF ORONO , , /7 CALLED IN 1p INSPECTION NAI)C SCHEDULED 9-00P /0/00470PERMIT NO. (,� COMPLETED/� ADDRESS /G`5 G%O.n-O ad--.6c 17 !V OWNER CONTR. 5'fic.e_-4cv- ,4-A5.coc , TELEPHONE NO. P7S 1L 9s ((tic /377 DESCRIPTION 2--a c- /'1 W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING tict 02 F MING 13 MECHANICAL FINAL 19 LAKESHOREETLANDS /W O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc W a cc O CC O LL W W LU CC d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O 1 BEFORE COVERING PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne t spection 24 hours in advance. (952) 249-4600 Owner!Cont on s e Inspector. White Copy/Inspector's File Canary Copy/Site Notice �CI OF ORONO �� DATE TIME CALLED IN '/0-010 INS"ECTION NOTIC SCHEDULED 5-I Zia" PE-'MIT NO. p(I-l(Oiy COMPLETED AD t RESS /r) S.- Ord u- L t ? /V OW ER / CONTR. .St' '— TE EPHONE NO. 7 Pr/o -27 - - - •N I& r 0OTII 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 0 ''MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 I SULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 ALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 F NAL 14 SEWER HOOK-UP 06 PROGRESS 1, 07 ' MO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 ' MO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ct 09 • UMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 -LUMBING FINAL 36 FOUNDATION/REMOVAL Z OW ER/CONTRACTOR TO MEET YOU:_YES_NO c0., C•MMENTS: cc W a cc 42) eou,..,- 0 >cc .0 ccLL a - _ c ..e6.zvi,U (,J .5 tc/ W Q , 1 � 44tivexi . 12 W Z W CC 0 W 4 OAK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT • CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED • STOP ORDER POSTED.CALL INSPECTOR • INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ext inspection 24 hours in advance. (952) 249-4600 II wnerlContra n ite: I Spector. White Copyllnspector's File Canary CopylSite Notice •t 4 2-- ,r DATE TIME v CITY OF ORONO CALLED IN 0 Z"d7 INSPECTION NOTICE SCHEDULED c-" -o 7 q;3.::4-44 PERMIT NO. Q9 , T7 COMPLETED ADDRESS I GS— Ora Cy%k&' /J. OWNER CONTR. SIT7{Tep9C4.�S0C . TELEPHONE NO. tG Gp%� J�a - 2 `i 3- E DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 4. • 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 W•LL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 'IIS Fl MO 14 SEWER HOOK-UP 06 PROGRESS 1` 07 D'MO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP cI 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: cc W Q. cc 0 o F/nom ii ��- W cc Q W Z W cc GW WORK SATISFACTORY:PROCEED /JECT COMPLETE CC ❑CORRECT WORK&PROCEED E CERTIFICATE OF OCCUPANCY W 0 ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ EFORE COVERING PERMANENT ❑ ORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN ' INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the nex inspection 24 hours in advance. (952) 249-4600 Owner/Contractor o • Inspector. t White Copy/Inspector's File Canary Copy/Site Notice