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HomeMy WebLinkAbout2008-P11872 - new structure PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P11872 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 4/1/2008 a SITE ADDRESS: 1075 Tonkawa Rd Unit# Long Lake,MN 55356 PID: 08-117-23-13-0002 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 101 Permit Class: Building Permit Sub-type(s): New Home-Single Family Permit Type: New Structure DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection Irrigation Electrical (state)7h p( euse grading plan required 3 reviews,owner may be billed the cost to city.) NOTICES/REMARKS: Reclaim From Demo 07/05 -SAC Pd#4376 04/27/76 FEE SUMMARY: Permit Fee: $ 6,056.75 Valuation: $ 1,025,000.00 Plan Review Fee: $ 3,936.89 State Surcharge Fee: $ 540.00 SAC Fee: TOTAL FEE: $ 10,533.64 APPLICANT: Stonewood Design Build OWNER: Jim&Karen Fry 7407 Wayzata Blvd 2659 Casco Pt Rd Minneapolis,MN 55426 Long Lake,MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AG E TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINN BUILDING CODE REQUIREMENTS. P CANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Signatures Required), I-Applicant, I-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 Total Fee: $ / Date Received: Entered By: VoVx iVPermit#: 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) -OWNE-kOR CONTRACTOR JOB SITE ADDRESS: 1015 ISur,4 JA C2,P. 04Zoxs& f4,r.1, ZIP: 155 Will this beX aParade of Homes, Remodelers Showcase Home or other Display Home? F-1YesNo 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: Tim k KAz6x4 PHONE: (home) (work) 2 4S-0V, MAILING ADDRESS:,2661 C,461-,a CITY: ZIP: 56 CONTRACTOR: �ToNGL�1oo� L. • G. PHONE: CONTACT PERSON: l AAJ TO t.CAJo MOBILE/PAGER: 412-462-4000 MAILING ADDRESS: :71457 ,41A YzATA $t-VP. CITY: MIA_L4 e aLL-4 ZIP: 5.5-V6 STATE LICENSE: # 2 455 g 9 acs EXPIRATION DATE: ARCHITECT/ENGINEER: At,c3",kip6r, 6& A_i PHONE: C(62- 4-j^8111 MAILING ADDRESS: 401 601- 4sT r CITY:161A?aAj-A ZIP: 56311 NAME: Jul{'e / 1,eft\3 p6P_- REGISTRATION: # TYPE OF WORK: New Home Addition Accessory Structure Move Home Remodel/Alteration (ie: Siding, Windows) Any earth movement may require MCWD review and permits! PROPOSED WORK(describe in detail): fui�D Aj gk.4 t'o ra rs fi erg=A TrArt tf t,'D STORIES: SQ.FEET OF EACH FLOOR: (!,.L.=Z1�Q�,1''Jptlal%2 K6��lPP6�'26Oc" NO. OF BEDROOMS: A_ GARAGE STALLS: ATTACHED DETACHED_ ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 1 r�z5, QSCjS( 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: �'lBg' 31 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual.An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b) whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private 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,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 RTo-(gm 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 on 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 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 request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the 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 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 conceming 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 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 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 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 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 regVest)to review private data on yourself. 6. Your full name is required to process this application or permit. �TG>Lf�1hlc� L,f✓�G. First Middle Last 101 Address (qj� City State Zip Phone I understand my rights as stated above. Signature 32 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: 1076 PID: DESCRIPTION OF WORK: /121,w hcusp_ on VA, __ZTb ZONING REVIEW BY.• DATEAPPROVED:& Z O BUILDING REVIEW BY.• DATEAPPROVED: 3 -3ef - D 43 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 ✓ PARK FEE SAC Yes No_L_-� SITEINSPECTION Number of SAC Units 51� /JAt y311, Y OTHER (spec) ZONING CHECK LISTYN Zoning District. Fire Department: Post Office: School District: -� Lot Area: Sgft. Acres 87 r. /1770 Width �� Depth Survey Submitted: Yes—✓ No Date of Survey: /Z/j O7 rw 311V O Qy Proposed Setbacks: II/ Front(Lake): RWJt b'ide: Z Rear(Street): L*Side: . Adjacent Structures: Wetland: i Building Height: Def. Hgt. '31D Peak Hgt. ,3 • g Lot Coverage: Grading: Staff Approval Date: _3 (Z(p108 By: tdlofy Council Approval Date: Septic: Staff Approval Date: N By: c Zoning File: #_ Resolution: # Resolution Date: Shoreland District: MCWD Permit: Avg. Setback: Bluff Setback.• h Lot Coverage: q " ���4" Proposed Hardcover: 0-75' p q _ 0_ 75-250' O X780 2q,?'/o Z70 (ewwNW49 500-1000' ? f`t�0 7Zz ,r ia►c� Hardcover Variance Required: Yes No_z Date of Council Approval. REMARKS(in house): 33 0-TE BUILDING REVIEW CHECKLIST UBC: 2 .-3 CONSTRUCTION TYPE: til Sq Footage $Per Sq Fig Basement x = Ist Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ 1,OZ5,0(00sa Inspections Required. Work Requiring Separate Permits: Site t/Plumbing F' e Hardcover Removal t�fechanical ter Connection _,�boting Se�ptic Sewer Connection Framing ___t-fireplace VLawn Irrigation //Insulation (Masonry) Other __/Wall Board ,/(Mfg.) Well(State Permit) t�Final Grading/Filling _electrical(State Permit) Other REMARKS(INHOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): C e✓ t Ymptrect AAA o,, r4wteAj S W04,V", Ve, b PLYJ14 C©6�' 4-o Ct 34 Feb U'! U8 li2: elp KathB Hlexander y5;�!-4"/J-I:ii�i2i2 Feb 06 08 05: 16p TOM LINDEMEIER 952 361 6918A. 'Owm_U COQ PCMIA# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Fry residence Report Date:02/OBr06 Data filename:C:Iprogram FlaslCh-MFtEScheck%Fry2 6-OB-rck Energy Code: 2000 Minnesota Energy Code Hennepin CotmAy,Minnesota ConshuctionType: Single FamUy Glazing Area Percentage: 17% Construction Site: Owner/Agent-. Designer/Contractor. 1075Tonkawa Rd Stonewood Design Build,LLC. Stonewood Design Bund,L.L.C. MIN MN 7407 Wayrata BIW Minneapolis.MN 55426 952-471-0584 Ceiling 1:Raised or Energy Truss 3134 44.0 0.0 69 Ceding 2:Sewurat Insulated Panels(SIPS): 1090 10.0 101 Ceiling 3:Flet ceiling or Scissor Truss 1494 38.0 0.0 45 Wall 1;Wood Frame,16'o.c.: 5246 19.0 0.0 252 Window 1:Aba4e-Grade:Wood Frarne:Double Pane with Low-E: 545 0.330 180 Door 1:Glaw. 340 0.330 112 Door 2:Solid: 96 0.130 12 Basement Wall 1:Soli)Concrete or Masonry: 234- OA 5.0 22 Basement Wall 2:Solid Concrete or Masonry: 66 OA 5.0 6 Floor 4:Stab-On-Grade:Fteated'—insulation Depth:4.0' 124 5.0 92 Furnace 1:Forced Mot Air.90 AFUE AirConoiiloner 1:Electric Cerdral Air.13 SEER Comp+lanee 3tatemard:The proposed bwlding design descn'bW here is consistent with the bulldog plans,specifications,and other caicu!ations soxnitted with the permit application.The proposed building,has been designed to meet the 2000 Minnesota Energy Code requirements in RESch"kVersion 3.7.3 and to comply with the mandatory regUremer is Wed in the REScheck Inspection Citecltnst. , Bu r/Designer Company Name Das I i Fry residence _.-__��.-----------------.-.____.-----Page torf t I -=Lj UU UU UI . :JUh+ KoP.IiJ U;jU T'r'U UUL:L: L: Feb Feb 06 08 08:00a Larson Associates, Inc. 76382-9531 p,2 ORONO COPY Larsoa Associates,Inc. Febmaiy 6,2008 Architc ft and Engincers 2381 EakenA"nucN.E. ff Bualo,TXnnesota 55313 Ms. Kathy Alexander Td. (763)662.9530 Alexander Design Group, Inc. Fax (763)692.9531 401 East Lake Street Wayzata,MN 55391 Re: Fry Residence I075 Tonkawa Road Orono. Minnesota Dear Kathy: The purpose of this letter is to verify that I performed the structural engineering design services for the above referenced project_ I calculated the toads,stresses and reactions for the structural members and sized the beams,headers,columns,footings and foundation walls. The information was forwarded to your office and was incorporated into the construction documents. I certify that I am a duly licensed Professional Engineer under the laws of the State of Minnesota.. Sincerely: &JK.Z ,P.E. eer Minnesota Reg,No. 15847 2080121tl j kl 60 City of Orono 0 0 2750 Kelley Parkway P.O. Box 66 a ti Crystal Bay, MN 55323 (952) 249-4600 Eo Fax: (952) 249-4616 Date: February 15, 2008 To: Tom Kellogg From: Evelyn Turner 952-249-4623 eturner@ci.orono.mn.us Subject: Review of Grading Plan for 1075 Tonkawa Road (Al 1872) Please review the attached grading plan. I have enclosed the house plans to help you understand what is going on in back corner of the garage. �/Vii" �c �� �o� w�✓lc of �o J Ing- Vvt ool �" 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com February 19, 2008 eonestmo Ms. Evelyn Turner Planner City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 1075 Tonkawa Road File No. 000139-08000-2 Plat No. A-11872 Dear Evelyn: We have reviewed the grading plans for 1075 Tonkawa Road dated 1-24-08. The plans propose to construct a new single family home. We have the following comments with regards to engineering matters: • The plans should show a structure(possibly a boat house)on the neighboring property to the north. • To the extent possible, runoff flowing north off the driveway and house should be diverted away from the existing Swale along the north lot line. • The house plans and the grading plan show different retaining wall scenarios at the southeast corner of the garage. The grading plan retaining wall is acceptable, however the retaining wall depicted in the house plan exceeds four feet in height and will require an engineered design. If you have any questions, please call me at(651)604-4894. Yours very truly, BONESTROO Darren Amundsen Cc: Tom Kellogg City of Orono 2750 Kelley Parkway _ P.O. Box 66 Crystal Bay, MN 55323 (952) 249-4600 Fax: (952) 249-4616 5 � FAX TRANSMISSION Date: February 20, 2008 Page 1 of 1 To: Frank Cardarelle 952- 941-3030 Dan Toleno 952-471-0639 From: Evelyn Turner, City Planner eturner _ci.orono.mn.us 952-249-4623 Subject: Permit Application — '1075 Tonkawa Rd. (Al 1872) Grading Plan Review Darren Amundsen of Bonestroo requests the following additions/correction to the grading plan: 1. Show the structure on the property to the north that is located near the lake and the common property line. 2. Clarify the extent of the deck and patio at the south corner of the house and reconcile the difference in retaining wall height between the architectural plans and the grading plan. 3. To the extent possible, runoff flowing north off the driveway and house should be diverted away from the existing swale along the north lot line. If you have questions contact Darren at (651) 604-4894. 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bomstroo.com March 4, 2008 #Bonestroo Ms. Evelyn Turner Planner City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 1075 Tonkawa Road File No.000139-08000-2 Plat No.A-11872 Dear Evelyn: We have reviewed the revised grading plans for 1075 Tonkawa Road dated 1-24-08. The plans propose to construct a new single family home. We have the following comments with regards to engineering matters: • The retaining wall at the southeast corner of the garage exceeds 4' in height. Therefore, engineered design and details must be submitted for review and approval. • It appears an existing 948 contour is missing on the lake side of the house. • There are several significant trees located along the southern lot line where a swale is proposed. It is our expectation that the final grading in this area will contain all runoff on the subject property and direct it lakeward, not onto the property to the south. If you have any questions, please call me at(651) 604-4863. Yours very truly, BONESTROO csrl Tom Kellogg i, 2335 Highway 36 W St.Paul,MN 55113 Tel 651-636.4600 Fax 651-636-1311 www.bonestroo.com March 26, 2008 Bonestroo Ms. Evelyn Turner Planner City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 1075 Tonkawa Road File No.000139-08000-2 Plat No.A-11872 Dear Evelyn: We have reviewed the revised grading plans for 1075 Tonkawa Road dated 3-19-08. The plans propose to construct a new single family home. We have the following comments with regards to engineering matters: The revised plans show the house shifted to the north to provide adequate room for a swale to the south of the house. It appears that the proposed grading plan will direct runoff from the site lakeward. If you have any questions, please call me at(651) 604-4863. Yours very truly, BONESTROO Tom Kellogg Total perimeter less than 6' to grade more than 6'to grade split 26.17 26.17 42.5 42.5 9.7 9.7 25.5 25.5 57.5 9.83 9.83 15 15 17.82 17.82 8.17 8.17 19.1 19.1 7.7 7.7 11.5 2.5 2.5 12.7 12.7 34.5 34.5 300.19 77.62 153.57 0 150.095 72.475 -3.475 vc�'`S�, �o `s�fix. trP cy►,► (/V \ a 4 1 J/ / Job TrussTNseType Qty Ply Stonewood Dgn/Fry Residence/JJ/LS 81141 F2 F3C FLOOR 4 1 ob Referonu o tlonal 7.030 a Jan 3 2008 MfTek Industries,Inc.Tue Jun 24 10:37:08 2008 Page 1 0-1-8 2-5.4 H 11 2-3-8 Q-L1r8 REPAIR FOR 3/4" HOLE AT JOINT 6. MUM= 1A01Y10211 3e Y1== 1—Y112011 —M,M= Ibd Yp2011 be YIQe FP= t,rtl MIQDII ea YI110= 1.`.m Y12011 1 2 0 t e a 7 I p 10 n le 15 . 13 12 T.8 Y1R0= 4e MIQ0= h YIMFP= MUM= »Y120= wmjr2o= ATTACH 4'2 X 4#2 SPF TO ONE SIDE OF THE TRUSS AS SHOWN CENTERED ON THE HOLE WITH 100% PL400 GLUE CONTACT AND (1) ROW OF.131"X 311 NAILS AT 3"C/C. 1 5-2.4 20-2-12 5-2.4 15-0-8 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.18 13 >999 480 M1120 197/144 TCDL 10.0 Lumber increase 1.00 SC 0.76 Vert(TL) -0.33 12-13 >735 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horc(TL) 0.07 11 n/a n/a BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight:821b LUMBER BRACING TOP CHORD 4 X 2 SPF No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF No.3 REACTIONS (Ib/size) 16=79510-3-8,11-795/0-3-8 FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1998/0,3-4=1998/0,4-5=2620/0,5-6--2620/0,6-7=2620/0,7-8=-1960/0,8-9=-1960/0 BOT CHORD 15-16=011167.14-15-W2446,13-14-0/2446,12-13-012427.11-12=0/1110 WEBS 2-115-01976,2-16=135910,4-15--526/0.7-12=-548/0,9-12=0/999.9-11=-1313/0 NOTES 1)Attach ribbon block to truss with 3-10d nails applied to flat face. 2)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard I hereby certify that this plan, specie fiCation, or report was prepared by me or under my direct supervision and that I am o duly Regwared Pro- fas;onol E r under the lows of the Slate inorsoro. PHI1� BINS DATE• Repistrotion no. 23689 Job y Trwt Trust Type PH Stonewood DVdFry ResidenonIJJA.S 8114/F1 F2A FLOOR 1107 1 Job Rshrencs 7.030 s Jon 3 2008 Wait Industries,Iran Wed May 2112:410:43 2008 V.—P, 0-1-8 HI -" 2-7-4 ....., REPAIR FOR 2-1/2"NOTCH IN BOTTOM CHORD BETWEEN JOINTS 19 AND 20. faaMlset IfOMaOR tlM®= Ia/YIOOq YMwo- Iae Marchi "AMM" Mum". aeum- IMMM11 -MOD= tlMReD- 1 2 7 6 e 7 e e ro 11 12 Zf O b I ro 7e17 le 1/ ,t n MMOD= *AMOs= 212 MOD"A= OD= M MOD= an MOD= -M M MMM= ATTACH 6'2 X 4#2 SPF TO ONE SIDE OF THE TRUSS AS SHOWN WITH 100%PL400 GLUE CONTACT AND(1)ROW OF.131"X 3"NAILS AT 3"C/C. 6-2-4 26-6.4 26.8-8 5-24 20-3-0 034 Pisa 1101-8 E e114Z-1-S.Edool LOADINGO Q SPACING 1.4-0 CSI DEFL In (kw) Vdoll L/d PLATES DRIP TCLL 40.0 Pletes Incrowe 1.00 TC 0.26 Var(LL) -0.36 16.18 3,886 480 MR20 1871144 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.86 16.18 3,473 240 M1120H 1481108 BCLL OA Rep Stress Ina YES WB 0.99 Ham(TL) 0.07 22 nla Na BCDL 10.0 Code IRC2008RP12002 (Mok) WOW:103 b LUMBER BRACING TOP CHORD 4 X 2 SPF 2100E 1.8E TOP CHORD Swcturtl wood shooting directly applied or 8-0-0 cc purlins,except end verticals. BOT CHORD 4 X 2 SPF 210OF 1.8E BOT CHORD Rigid calling directly applied or 10J0-0 cc bond WEBS 4 X 2 SPF No.3 OTHERS 4 X 4 DF Std — REACTIONS(bWn) 20-1013/0-3-e,22■10160-2-12 FORCES (b)-Max.CompJMax.Ten.-AN forces 260(b)or lest except when show. TOP CHORD 2.3--2713!0,3.4--27130),44--40420),54-4042(0,6-7--401010,7-8 408&0,8.9-.W88N,9.10--2818/0,10-11--281810, 11.12--171311,12-22--101610 BOTCHORD 19.20.0/1629,18.19-( 616,17-18-W4201,16.17-09201,16.18-0/3690,14.16-W1713 WEBS 2-19-W1391.2-20--178210,4-19--942/0,4.18-0/819,9.18-W N.9.16--90710,11-16-011290,11-14--87W0,12-14■W1964 NOTES 1)A8 plots are MT20 pates unless otherwise indicated. 2)Attach nbbon bbck t Wes with 3.10d nabs appbd to fat fate. 3)A 'C al l"s)22 considers per N to pram value using ANSUMI 1 moo to gran formula, Building designer should ve ft cepadty of bearing surface. 4)Provide mechanial connection(0Y others)of Miss to besting pat at)olnt(s)22. f)This Cuss Is dssgrled In S=MW s with to 2006 iMerrslbnal Residerft Code sections R602.11.1 and R802.102 and Manned standard ANS 0)Design assumes 4x2(10 orientation)purlins at cc spacing Indicated.fastened to Wst TC vv/2-10d nab. 1cadiy shpt this plan.SP06 7)Recommend end 2x8 shongbecks,on edge,spaced at 1040 cc and fastened t each truss with 3-18d nits.Stragbads b be aftchad to wells a y' ends or restrained M other ins. I1coon, or report coos prepared by 8)CAUTION,Do not erect truss bac*cods. LOADCASE(8)Standardme or under my (11100 "W"" end that 1 on,o duly 140104md pro' W;onol E I under the low$of �e State l PHILLI fit. BINS E. �y 239_ Re Istration no JobTRM8 Truro Type Gly Py Stonewood DpNFry ResldencWW&S 8114/8 SPECIAL 3 1 o n 7. M-An S 2008 Wait MIJUS tso,Ina Tue Jun 1713:02:75 2008 Pope 1 -248-0 ,2-9-16 , 5-4-7 ,7-10-14, 11-4-10 , 14-10-7 , 20-43 i 25-11-8 2-1-0 2-9-15 2.8-7 2.8-7 3-5-13 3-5-13 5-5-12 5-7-5 Y'918". Q6= REPAIR FOR TOP CHORD CRACKEDTO THE RIGHT OF JOINT 9 18". ° ,amrlsamxamg Yt.ae., *A WOOD= � awews 10 + s + e Y Nov, YIda09 11 to It 1t Yae70= b — 1+WIA= i/elYell dill A a to evnetod�i "No" a N tame `pro 2-9-15 5.4-7 7- 0- 14-10.7 20-2-12 22t-3 25-11-8 0-5 8 _241, 2-8-7 8-11-9 54-5 0-1-7 5-75 2 7 Plata Offsets 12:0-+110-043-171, ,0.2.8.0-%M.119:0-2-11,0991,1110 0 3 8Edgel LOADING(pd) SPACING 2-0.0 CSI DEFL I1 TCLL 40.0 plates laccases 1.15 TC 0.99 ) IWMI L/d PLATES GRIP (Roof$rnow�40.0) VeryLL) -0.14 15 :--M 240 M1120 1971144 Lumber TCDL 10.0 Increase 1.15 BC 0.39 Vert(TL) -0.31 14-15 >771 180 SCLL 0.0 Rep Site"he YES WS 0.92 Horz(TL) 027 11 n/a We SCDL 0 Code IRC2006/1P12002 (MOM) Weight:151 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Not-Except' TOP CHORD Sbulxural wood sheeting directly apii lidexost end ve . S-9 2 X 8 SPF No.2 BOT CHORD Rigid coding directly applied athat Illis plop,speei BOT CHORD 2 X 4 SPF Not WEBS 1 Row at midpt &13.9-1fir WEBS 2 X 4 SPF No.3-Except- port was 2-18 2 X 8 SPF No2,10.11 2 X 4 SPF No.2my dined tolso" an REACH M(1 Adzeax);1 /05.8.13■4ll&08.70npuk0.58),180938/0-&88-435(LC 5) and a duly Rap:sl�ed Pro- Mex11pIIt11■-1897(LC 1),13-832(LC4),18■-100(LC3) 1102. inert tlndar Ilse lowsof MaxGrav11.570(LC 4),13-411S(LC 1),18-NWC 1) innssdo.FORCES (b)-Mex.CompJMax.Ten.-All farces 250(b)or Mss except when shown.TOPCHORD 2-3�-984/2011,3-41382/290,4-5�-10788$"-1105/198,&7�-1011/217,7-8�-284/138.8.9-357/1308,9.10■50&2009, 2-18=711/205,10.11 -54011748 l p OBBINS BOTCHORD 17-18-521/330,1&17 .8241�2,15-16-SW1317,13-14 211290 WEBS 2-17■-157886,3.17-3W/108,3-16-01 0,4-15-247254,&15e28M155,7.15-471/1459,7-14■-528/218.&14"-10&551,&13"-1883912,9-13 .1872/373,10.13 -15281448NOTES n n._. 1)Wind:ASCE 7-05;9W";h■268;TCDL-5.0pet BCDL-5-OW.Category N;Exp B;enclosed;MWFRS pow-dee)gable end zone;andlever Telt and right exposed;and verbal left and right exposed; W mber DOL-1.80 plate grip DOL■1.33. 2)TCLL:ASCE 7-05;PI&40.0 pd(tIN rod snow);Category 11;Emp B;Partlally Exp.;CM.1.Lu-5044 3)This blips ha been chadaed for uniform snow bad only,except as noted. 4)This buss has been designed for greater of min rod Iva bed of 18.0 pal'or 1.00 Imes flet rod load of 40.0 psf on overhangs non concurrent with other live beds. 5)R'ovide adequate drainage b prevent water ponding. 8)This buss has been designed fare 10.0 pal'boltonl chord be load nonconourrentwith any otherk"bads. 7)WARNING:Required bearing aiss at JoIngs)13 greelm then Input bwAv size. 8)Bearing st Jdnt(s)18 coneldere parallel to grain value tplp ANSVTPI 1 angle to grain formula. Budding designer should vartly capacity of bearing surface. 9)Provkb medutical comectlon(by others)of buss to bearlg plate capable of wHtatandi g 1097 Its,uplift al Joke 11,832 Its uplift at Jobs 13 and 100 b uplift at 1*418. 10)This tram is dsolpned In accordance with the 2006 Irdame8onel Residential Code section R502.11.1 and 8802.10.2 and referenced standard ANSVrPI 1. 11)1101ft forts at LC exceeds Imits LOAD CASE(S)Standard ATTACH 4'2 X 4#2 SPF TO ONE SIDE OF THE TRUSS AS SHOWN WITH 100° PL400 GLUE CONTACT AND(2)ROWS OF.131"X 3"NAILS AT 3"C/C. SCOPE DESIGN OF A CAST-IN-PLACE CONCRETE GRADE BEAM FOUNDATION AND LAYOUT OF SUPPORTING REINFORCING BAR AREA SUBSTITUTION TABLE Advance Wall Systems,Inc. HELICAL PIERS FOR A TWO-STORY SINGLE FAMILY RESIDENCE CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE (2)#4 EQUALS (1)#6 t66T72318t Avenue Nw NOTES (3)#4 EQUALS (2)#5 et0 Lab,MN 553D9 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO ARCHITECTURAL DRAWINGS (3)#S EQUALS (2)#6 e.w. or PREPARED BY ALEXANDER DESIGN GROUP INC.DATED 02/18/08 FOR MORE INFORMATION. SUBSTITUTED BARS MUST HAVE EQUAL YIELD STRENGTH 2. BRAUN INTERTEC RECOMMENDED THAT PART OF THE HOUSE BE SUPPORTED BY STANDARD STRIP FOOTINGS AND A SECTION OF THE HOUSE ADJACENT OISTRUSED SOIL BE SUPPORTED WITH HELICAL PIERS. VERIFY DEEP FOUNDATION DESIGN AND TRANSITION LOCATIONS w/ GEOTECHNICAL ENGINEER. 3. DRAIN TILE,DAMPPROOFING AND/OR WATERPROOFING,&INSULATION,AS WELL AS THEIR GENERAL NOTES INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE. 4. INSTALL A MINIMUM OF(2)ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12"OF EACH END. S. PROVIDE ADEQUATE FROST PROTECTION FOR ALL GRADE BEAMS(MINIMUM 42-). S. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL CONDITION. 7. HELICAL SCREW ANCHORS ARE TO BE DESIGNED BY THE MANUFACTURER FOR A WORKING LOAD OF 27 KIPS UNLESS NOTED OTHERWISE INSTALL ANCHORS TO TWICE THIS VALUE FOR AN ULTIMATE LOAD(FACTOR OF SAFETY-2).THIS SAFETY FACTOR INCLUDES POTENTIAL DOWNORAG. S. INSTALL SCREW ANCHORS TO WITHIN 2"OF THE LOCATIONS SHOWN ON THE PLAN AND IN THE DETAILS.ANCHORS AND WALLS ARE TO BE CENTERED ON GRADE BEAM UNLESS OTHERWISE SHOWN. 8. ANCHORS ARE EQUALLY SPACED BETWEEN DIMENSIONS SHOWN,UNLESS NOTED OTHERWISE. ` 10.ALL BAR SPLICES ARE TO BE A MINIMUM OF 48 BAR DIAMETERS. 11.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT ALL WALL&GRADE BEAM CORNERS AND INTERSECTIONS. LAP ALL HOOKS AND HORIZONTALS PER NOTE 10. SEE DETAILS WS3& 12 CONTRACTOR&BUIBUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT ENGINEER IF ANY DISCREPANCIES ARISE / 13.RETAINING WALL DESIGN AND SUPPORT IS NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS. 14.UTILITY CONNECIONS ARE TO BE AS REQUIRED BY GEOTECHNICAL ENGINEER. MATERIALS CONCRETE:GRADE BEAMS-Pc=4000 PSI 0 28 DAYS rrvw;sai�wewaM�isre�y=. WALLS-Pc=3000 PSI Q 28 DAYS MINIMUM =rrrrrrrraa`.wa. SLAB-Pc=4000 PSI @ 28 DAYS he,b,An REINFORCING STEEL: #4-BARS-ASTM A615 GRADE 40 #5+BARS-ASTM A615 GRADE 60 t� n AGGREGATE:GRADE BEAMS-1 1/2"MAX. orsJuaw WALLS&SLABS-3/4•MAX. 46470 LOADS ROOF LIVE LOAD: 35 PSF ROOF DEAD LOAD: 15 PSF FLOOR LIVE LOAD: 40 PSFaengineers FLOOR DEAD LOAD:15 PSF FLOOR DEAD LOAD:75 PSF®6"STRUCTURAL SLAB m,twewaear ar.a arr�ar,ra.r(ea, 88 PSF @ 7'STRUCTURAL SLAB DE 2007 MINNESOTA STATE BUILDING CODE v�q ws w/AMENDED SOB IRC m or.ips Aft w lr.iM Fry Residence 1075 Tordum Road MYw*WM%a,MN r,q. C eaner AML S 1 o AINN errc mrneseuuaaer®ureso - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6'-2" 10• 4'4•x4'-0•x1'-8•DEEP FOOTING Advance Wall Systems,Inc. I— t�w/(4)i5 BARS EACH WAY IN ISW MW Avenue NW ADDITION TO GRADE BEAM FOUNDATION PLAN NOTES: Big LWO,MN 56309 REINF.(3•CLEAR FROM 1. PROVIDE ADEQUATE FROST PROTECTION FOR GRADE BOTTOM OF FOOTING) BEAM FOUNDATION. a.r. mr owpu L6•STRUCTURAL SLAB w/85 BARS 2. GRADE BEAMS ARE CENTERED ON WALLS UNLESS ~ 4•TO L OF PIER @ 18'O�VERSE CIN SPAN DIRECTION NOTED OTHERWISE. TYP Q 8•WALL AND RS'18.O.C.IN to) rTRANDIRECTION FOUNDATION PLAN LEGEND: PARTIAL FOUNDATION bpi - FOUNDATION WALL-SEE ARCH. PLAN 1— —1 C.I.P. CAST-IN-PLACE I I O.C. ON CENTER SIM. SIMILAR T---T INDICATES TRANSITION TO STRIP FOOTING SEE DETAIL 5/S3 F TYP. - TYPICAL U.N.O. UNLESS NOTED OTHERWISE C.I.P.CONCRETE I I I I �. - STRUCTURAL SLAB SPAN DIRECTION FOUNDATION WALLS 6''0" 6'-0• 4'-6• I ® HELICAL PIER w/27 KIP CAPACITY SEE ARCH.TYP. I U UNLESS NOTED OTHERWISE I I I I I 1 prwaw.r.w.r,saa.a. r STRUCTURAL SLAB w/ S3 as..aa..••+••ra'.0.wv+. i15 BARS Q 12-O.C.IN ....�....,,b...a.w�.d... p ISPAN DIRECTION AND I I TYP. y "•"""�' #4 BARS @,I.O.C.IN TRANSVERSE DIRECTION 20'WIDE x20•DEEP-� I I I I eiwa� CONCRETE GRADE I I I I ors w� �sa�a BEAM SEE 1153 TYP. engineers yl -J ��.�.�.....�. SEE SW FOR TRANSITION FROM GRADE BEAM TO STRIP FOOTING TYP. I .....o.. T— —T en..er r 3' 'x3'6'x1'6'DEEP FOOTING II II 5•TO L OF PIERK W/(4)#5 BARS EACH WAY IN �,�, a-rLLs• 6 6. TYP @ to•WALL VERIFY ALL DIMENSIONS App° gr. ADDITION TO GRADE BEAM REINF.(3•CLEAR FROM tP-10• AND CONDITIONS SHOWN Fry Residence i BOTTOM OF FOOTING) t=Tor*e RosaMN PARTIAL FOUNDATION PLAN MkwwWrkk S2 0 EXERCISE/HOBBIE ROOM SCALE:1/4".I'-V e.P-odc o -Ja=L C� sows S7 C?nBRLLIiBpLNFeA - - - - - - - - - - - -- - - - Advance Wan Systems,Inc. 19827271!Avrse NW &p Lala,MN 59308 WALL NOT SHOWN FOR LAP 48 BAR CLARITY DIAMETERS LAP 48 BAR w.•r or meq, 20•WIDE x 20'THICK DAMETERS C.I.P.CONCRETE GRADE BEAM A3 CLOSED TIES @ 12.O.C. �' •' SECTIONS AND DETAILS 4 (4)#5 x CONT.HORIZONTAL + fO CORNER BARS TO BARS TOP AND BOTTOM MATCH BEAM OF GRADE BEAM EO g c REINFORCEMENT CORNMATCH B TO EAM HELICAL PIER BY OTHERS REINFORCEMENT SEE PLAN FOR LOCATION SECTIONSCORNER REINFORCEMENT INTERSECTION REINFORCEMENT S3 GRADE BEAM S3 TIES NOT SHOWN FOR CLARITY S3 TIES NOT SHOWN FOR CLARITY STRUCTURAL SLAB PROVIDE(2)N5 x 10'-0'BARS SEE PLAN FOR FOUNDATION WALL TOP AND BOTTOM OF WALL REINFORCEMENT SEE ARCH. CENTERED OVER TRANSITION a. 2'MIN.SLAB4 (EDGE °® , a4 FOUNDATION WALL ,• .. , <4 w•�+aaa4errV,+o,•asasa,sw ,r o• r� a,....,..>.......a..... SEE ARCH. a .. ."ai:ra4i.a 'rarer Brow #4 x 3'-0'HOOKS ¢.. °4. . ..a rr�e.as rarer Aarrer @ 48'O.C.TYP. 20•WIDE x 20'DEEP C.I.P. `� •' 4'T - oaFue..� 45470 CONCRETE GRADE BEAM SEE DETAIL 1/S3 FOR —Tr REINFORCEMENT TYP. :y" "T.O.G.B= GRADE BEAM e SEE ARCH. STRIP FOOTING SEE 1/S3 SEE ARCH. EXTEND BOTTOM GRADE BEAM HELICAL PIER OPTIONAL WALL REINFORCEMENT INTO STRIP engineers SEE PLAN TYP. JUMP VOID FOOTING AS SHOWN �•rrwrr turas smryras.rar ata a•.�sunaso•Q sasn.r,s rrrr....aya 4 SECTION 5 SECTION @ GARAGE S3 FOOTING TRANSITION w ri vpw @F M Fry Residence f 075 Toromm Rsad MlnrOMft MN �r a.Oa ...� anmauaeoe,eaxsweaos D E TIME V CITY OF ORONO CALLED IN o 05 INSPECTION N�C SCHEDULED PERMIT NO. / 7s2 COMPLETED ADDRESS !O 7 ,6-- /wX— OWNER COIN/TRUZte! , �" TELEPHONENO. DESCRIPTION ..;ZPrFOOTING ❑ MECHANICAL RI ❑ EXCAWGRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINA ❑ LAKESHORE/WETLANDS h ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: c W a o D u r"A y T„) 4.4,& S cc 4- Lu cc Q a W Z W CC d WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ccW ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WELL RETURN E3 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on sit Inspector. White CopylInspector's File Canary Copy/Site Notice CITY OF ORONO CALLED IN TIME INSPECTION NO SCHEDULED PERMIT NO. COMPLETED ADDRESS IM'.5 _7 412 OWNER /- CONTR. TELEPHONE NO. &ra IDBS a?9-7 7 DESCRIPTION ���� t4 ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS h ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP LU ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ElPLUMBING FINAL ElFOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO cam., COMMENTS: W Q. 0 61! "TO 0 W ac Q a W Z W cc U WO RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT 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 next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. t White Copyllnspector's File Canary Copy/Site Notice Gr AT TIME CITY OF ORONO CALLED IN INSPECTION N IC SCHEDULED PERMIT NO. �� COMPLETED ADDRESS OWNER CONTR. I 4 TELEPHONE NO. 6S-5 DESCRIPTION 6m zew ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO u0i COMMENTS: CcW a J O Cc O U. W Q 2 W W i J QI LU. <WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE Cc W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site:- Inspector. lJr � �i— .r White Copyllnspector's File Canary Copy/Site Notice C,,5 `7 DATE TIME / CITY OF ORONO CALLED IN / V INSPECTION NO CE SCHEDULED ` PERMIT NO. 8 COMPLETED ADDRESS 9 5 OWNER CONTR. TELEPHONE NO. DESCRIPTION /� .���%l W ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAWGRADING/FILLING Q%p4FEAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATIOWREMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W a A4eAg c4e/3 5 D;'-5 C L,--aS&H 0 cc 2,01) AJ-41 ogS z W Z W cc d WW ❑WORK SATISFACTORY-PROCEED ❑ PROJECT COMPLETE RRECT WORK&PROCEED 11ISSUE CERTIFICATE OF OCCUPANCY C3 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OWher/Contractor on site: IF Inspector. White CopyMspector's File Canary Copy/Site Notice a-5 ft ATE TIM V CITY OF ORONO CALLED IN �� INSPECTION N,QT �7 SCHEDULED d PERMIT NO. /`" f COMPLETED ADDRESS �O7S OWNER CONTR. 41,1, TELEPHONE NO. — �0�� " �®gJ�' l DESCRIPTION /Pd', -7 ' ,4 CE13=NG ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ElLAKESHORE/WETLANDS H ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT vElDEMO-FINAL ❑ SEPTIC INSTALL. El FOLLOW-UP i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO " COMMENTS: Cc W C a r0044 n JS O TO T-bVf- a Cc 0 w W Cc Q Z w W Cc 0 RKSATISFACTORY:PROCEED ElPROJECTCOMPLETE CC W ❑VRRECT WORK&PROCEED 11ISSUE CERTIFICATE OF OCCUPANCY Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT 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 next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on sit - Inspector. h White Copyflnspectoes File Canary Copy/Site Notice • - ATE TIME CITY OF ORONO CALLED IN (� INSPECTIONSCHEDULED 71�7722 PERMIT NO. _COMPLETED Alf ADDRESS 0-7 PC>f OWNER CONTR. TELEPHONE NO. DESCRIPTION El FOOTING ❑ MECHANICAL RI ❑ EXCAWGRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: CZ LU a 0 S eA P t .- sa`s Arc-- � �J;A g 0 U_ W CC Q z w w 0 W n0ECT SATISFACTORY:PROCEED El PROJECTCOMPLETE w ❑ WORK&PROCEED 11ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT 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 next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice CITY OF ORONO CALLED IN _//'7_DATo IE TIME INSPECTION NPTICE SCHEDULED lO=� PERMIT NO. 2-- COMPLETED K ADDRESS L02 7 S Q OWNER CONTR\ I,l��D0 TELEPHONE NO. - S DESCRIPTION ❑ FOOTING ❑ MECHAN AL RI ❑ EX AV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS h ❑ INSULATION ❑ WOOD BURNER/FIREPLACE O E] TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO c� COMMENTS: W rAz C W J O a O W W Q Z W W CC J d � RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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 next in tion 24 hours in advance. (952) 249-4600 Owner/Contract it . Inspector. White yllnspectoe,File Canary Copy/Site Notice DA TIME V1 CITY OF ORONO CALLED IN ��7 INSPECTION N T SCHEDULED PERMIT NO. 7�' COMPLETED ADDRESS /075 OWNER CONTR. TELEPHONE NO. a V660 DESCRIPTION ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q El FRAMING El MECHANICAL FINAL ElLAKESHORE/WETLANDS COT ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO cam., COMMENTS: �%N A I 67fA c P A.r c� S - S ►4- o ryq AtAi/L 4-Ad,t Pct +;I i So a Cr. 09 _ o -� c °C v i4-1¢I.3 C � •n Q W `�(/A -ee-tS � co,f P� �k_Pr Qc4 r3. 1200 M QC W ETWORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W Q beORRECT WORK,CALL FOR REINSPECTION TEMPORARY U ORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 11 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: _ Inspector. White Copy/Inspector's File Canary Copy/Site Notice DAT TIME CITY OF ORONO CALLED IN _ INSPECTION NOTICE SCHEDULED - PERMIT NO. '0 v COMPLETED ADDRESS D 7 5- e-niazu'l-_ OWNER CONTR. TELEPHONE NO. &I Z �2- 3Z 3Z DESCRIPTION ❑ FOOTING ❑ MECHANICAL I ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W a • : 6,/vA 1 //a P /-�� sob 13 c-1 ° 5 (fie C-h-aA) 1201 Chi.-,,'(�Cc1 c 12 � -Td � r� . LA,� c►;•► S by-I-S;.►.e �Ar�3Q cc foo r' A P J�ry,•p c' -ri �� ri N G(',9�.0 d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECTCOMPLETE cc ❑CORRECT WORK K PROCEED eISSUE C KATE OF OCCUPANCY W OO El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR C1 CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. l �r 3 L White Copy/Inspector's File Canary Copy/Site Notice �f— (DAT€ TIMES CITY OF ORONO CALLED IN ink C INSPECTION NO D CE j SCHEDULE PERMIT NO. ( ` -` COMPLETED p U� C1 ADDRESS �� T6rl Ka a L� OWNER, J' I r ^ CONTR. 202f- LL):X)2 U� TELEPHONE NO. Z (P Z (--POS pc�_�_/ _ _ s Ir-ft-"C� Ob DESCRIPTION �I�'f'� � I C(o `C-rb ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU: YES_NO COMMENTS: cc W C OaJ Dy Pr(�� 1�.f SaJ �C. w�YI S �2Lc7r W f7 �rl- O� Al --, t der ,rr cc W � cc Q Z � C CcO�`f ®� �d NA l C p Tt7 LU cc d W ❑WORK SATISFACTORY.PROCEED A<PROJECTCOMPLETE W .6 CORRECT WORK&PROCEED *44SSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION ORARY V BEFORE COVERING ✓ PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR 11 CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (J52) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice Dr DATE TIME CITY OF ORONO CALLED IN INSPECTION iSCHEDULED PERMIT NO. / `/ 7a, COMPLETED ADDRESS 75 OWNER CONTR. V TELEPHONE NO.1 DESCRIPTION ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAWGRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP LTU ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W CL cc O O cc O W CC Q f2 2 W W j Uj ❑WORK SATISFACTORY:PROCEED kUE OJECT COMPLETE W 11 CORRECT WORK&PROCEED CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION PORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ElPHOTOTAKEN �/�9/�� INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. rl White Copy/Inspector's File Canary Copy/Site Notice