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HomeMy WebLinkAbout2004-P07533 - new structure PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway- PO Box 66 P07533 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 7/20/2004 SITE ADDRESS: 25 Orono Orchard Rd N Long Lake,MN 55356 PID: 35-118-23-33-0004 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential BuildingCensus Code 101 Permit Class: Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Septic Fireplace Sewer Connection irrigation Weil(state)Electrical(state; NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 3,471.25 Valuation: $ 550,000.00 Plan Review Fee: $ 2,256.38 State Surcharge Fee: $ 275.50 TOTAL FEE: $ 6,003.13 APPLICANT: Owner/Self OWNER: Michael&Deborah Benedict MN 25 Orono Orchard Rd N Long Lake,MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. atio a a h P2mt9 cf APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(Sienitures Required). 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 Total Fee: $ 62CO3 • 1 3 Date Received: 4 C 7 5 -33 Entered By: _ 5'YX-_ Permit#: 5 / .Z`-/ (o,/ 0' 4 t CITY OF ORONO - BUILDING PERMIT APPLICATION 1,kJ- tiliAn All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) COWNEB�R CONTRACTOR JOB SITE ADDRESS: a 5 012,0N O 0 KC 11--4-1212 -KO 0 ZIP: 5 5 'S&' Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? E Yes ZC No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Non-permitted events will not be allowed. NAME OF OWNER: f IC 1+0E L O. 5 EN E01 C-T" PHONE: (home) 9 S.9- 1-13- -Ziii (work) 615 a- et a 8-aW MAILING ADDRESS: -1-s AKN BALL Rte N CITY: (061'21)-M ZIP: SS 391 CONTRACTOR: MI e hae( .5,EN-G-0 I Cr PHONE: q5,, -4 o -Z/9 I CONTACT PERSON: MOBILE/PAGER: (.O!a-`T(5 - 7 80( MAILING ADDRESS: 1-S 1~lz Po T3LE 12V N CITY: (,U a TP)- ZIP: SS 317 STATE LICENSE: #N/1i EXPIRATION DATE: ARCHITECT/ENGINEER: GC I EEF) IN) S PHONE: 65f- iO --PO\ MAILING ADDRESS: 1354 V 611/arid 1`W-, CITY: 41,taut ZIP: S51 of f NAME: REGISTRATION# TYPE OF WORK: New ,)( Addition Accessory Structure Move Home Remodel/Alteration PROPOSED WORK(describe in detail): I"4 (,0 11-nsE Cd fit.)S1(O C77 ak) U,L .1 STORIES: 'l SQ.FEET OF EACH FLOOR: '1 itelt tStO /,+2b NO. OF BEDROOMS: "1 GARAGE STALLS: ATTACHED 2,lDET ED_ ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 550i 0 OO 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: r7/Z' JE4ATE: " \tc9 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd.I. 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 reouired 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 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 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 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 request)to review private data on yourself. 6. Your full name is required to process this application or permit. M,chge 9Q, v) etpiedlcJ- First Middle Last F-i✓L-e>9 Lt 20 N Address 11)(1,44e—et fzt Mit) 55-311 City State Zip Phone I understand my rights as stated above. . ' f Sig t re 10 • CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: Zs oo..0n)o otzcHAnn 0.-o PID: DESCRIPTION OF WORK: Ne-6,..r / 5 --- ZONING REVIEW BY c / ' —� DATE APPROVED: 7-4 - o�{ BUILDING REVIEW BY: /,-. 5_ DATE APPROVED: 1 -6•oy FEES TO BE CHARG D: 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 — SITEINSPECTION Number of SAC-Unit OTHER (specify) ZONING CHECK LIS Zoning District: Fire Department: Post Office: School District: • Lot Area: Sq.ft. Acres • Width Depth Survey Submitted: Y s aC No Date of Survey: 6.23•o'T Proposed Setbacks: Front(Lake): Z S Right Side: t ct S Rear(Street): - oo' `- Left Side: 3 b?.7 Adjacent Structures: 2.0 Wetland: '2S'± Building Height: Def. Hgt. Peak Hgt. Lot Coverage: Ai/••4- Grading: Staff Approval Date: 7 - 6, - of By: vim-'• Council Approval Date: — Septic: Staff Approval Date: 1- 6-(3`-‹ By: — Zoning File: # — Resolution: # — Resolution Date: Shoreland District: A+ Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0 75' 7 -250' 0-500' 500-1000' Hardcover Variant*Required: Yes No Date of Council Approval: REMARKS (in house) 7 BUILDING REVIEW CHECK LIST UBC: /2 - 3 CONSTRUCTION TYPE: \(/u _ Sq Footage $ Per Sq Ftg Basement x = 1st Floor x • _ 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ SSo,vo d - Inspections Required: Work Requiring Separate Permits: Site c Plumbing Fire Hardcover Removal A Mechanical Water Connection X Footing A Septic of Sewer Connection Framing v. Fireplace ,4 Lawn Irrigation Insulation (Masonry) Other Wall Board a( cc (Mfg.) oc Well (State Permit) --�_Final Grading/Filling y Electrical(State Permit) Other —T REMARKS(IN HOUSE): • --_- -------- --- --------------------- REVIEW BY OTHERS: DATE: Access: Existing New . Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): • 8 AHARDCOVER CALCULATION WORKSHEET i i,„ ,�,; SETiT3A . NE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000' EXISTING HARDCOVER IN ZONE 1 /� O Lb S, A. Houase x = 11 )O S.F. r Length Width x = S.F. \\i/ x = S.F. x = S.F. B. Garage .17 -1P,64-1 x = 100 7 S.F. C. Driveway x = LP, ''55 4 S.F. x = S.F. D. Sidewalk x = L1 E S.F. x = S.F. E. Patio/Deck x = 11 b I S.F. x = S.F. F. Landscape x = S 01 e S.F. Underlain x = S.F. By Plastic x = S.F. Or Fabric G. Other x = S.F. TOTAL HARDCOVER IN ZONE - 1 ±1 tin S.F. A TOTAL PROPERTY AREA IN ZONE - 2-1(.t , 397 S.F. B A : B x 100 = ' • d't) % PROPOSED HARDCOVER IN ZONE AJE7'`, A. House x = 3, Da. S.F. SF; Length Width x = S.F. x = S.F. x = S.F. B. Garage T x = t bO S S.F. C. Driveway WIovT 04'&l x = "7i 4`i-3 S.F. x = S.F. D. Sidewalk ri2_0k_11 Fr S ire . x = 1'0 S.F. x = S.F. E. Patio/Deck �X01,J1 re9,414 x = SW S.F. ELi'c x = C 1* S.F. F. Landscape a` A- n 24-t-ar x = '12D S.F. Underlain CTh< x = 1-12-470 S.F. By Plastic . x = S.F. Or Fabric. G. Other x = S.F. TOTAL HARDCOVER IN ZONE - 141111 S.F. A TOTAL PROPERTY AREA IN ZONE - 2i to . 3 C,7 S.F. B A _ B x100 = S• S % 23 Permit Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Re ease le Data filename:C:\Program Files\C eck\REScheck\mbenedict.rck PROJECT TITLE:Energy Calculations COUNTY:Hennepin STATE:Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 05/21/04 PROJECT DESCRIPTION: Benedict Residence 25 Orono Orchard Road Long Lake,MN.55356 COMPLIANCE:Passes Maximum UA=913 Your Home UA=656 28.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Structural Insulated Panels(SIPs) 5660 40.0 147 Wall 1 main bldg.: Structural Insulat d Panels 2754 28.0 87 Window 3:Above-Grade:Wood Fr e:Double Pane with Low-E 480 0.270 130 Door 2: Glass 35 0.370 13 Wall 2 owner suite: Structural Insulat d Panels 450 28.0 15 Window 1:Above-Grade:Wood Fram :Double Pane with Low-E 59 0.270 16 Wall 3 mud/3 season: Structural Insul ted Panels 540 28.0 21 Basement Wall 1:Masonry Block wi Empty Cells 1332 0.0 10.0 102 Wall height:9.0' Depth below grade: 0.0' Insulation depth: 9.0' Window 2: Basement>5.6 ft2:Wood Frame:Dot}ble Pane with Low-E 125 0.270 34 Door 3:Glass 21 0.370 8 Basement Wall 2:Wood Frame 936 19.0 19.0 24 Wall height:9.0' Depth below grade: 0.0' Insulation depth:9.0' Floor 1: Slab-On-Grade:Heated 79 5.0 59 Insulation depth:4.0' Furnace 1: Forced Hot Air,90 AFUE Air Conditioner 1:Electric Central Air, 10 SEER Proposed and Maximum U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.278 0.370 Includes Foundation Windows>$.6 ft2 COMPLIANCE STATEMENT: Tli proposed building design described here is consistent with the building plans,specifications, and other calculations submitted wit the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in RESc eckVersion 3.5 Release le (formerly MECchec19 and to comply with the mandatory requirements listed in the chec.Inspection Checklist. Builder/Designer i / • Date 61.2,104 1 Z S or 0 2Q1 RECEIVED FRANA AND SONS, INC. GENERAL CONTRACTORS ,.k A 2 6 2t 633 SECOND AVENUE SOUTH, HOPKINS, MN. a3+3OF 0 (P) 952-935-8600 - (F) 952-935-8644 TRANSMITTAL TO: City of Orono DATE: 7/22/2004 P.O.Box 66 JOB: Orono Woods 2750 Kelley Parkway LOCATION: Long Lake,MN. Orono,MN. 55356 CUST FAX#: Attn: Lyle Oman #OF PAGES INCL.THIS PAGE: We are sending by: X Enclosed Messenger Fax Other For: Approval Approved as Noted Revise and Resubmit Pricing ( Your Use Other: ENCLOSURES AS FOLLOWS: QTY. DESCRIPTION 1 EA. Insulspan Structural Insulated Panels. REMARKS: CC: FRANA AND SONS,INC. Mike Benedict ENCLOSURE: By: Jul 22 04 03: 22p ike Lange 218-346-7346 p. 2 07/22/04 14:08 FAX 2489325 _,_ -,PLASTI-FAB R1003 C ` - NER-520 Alike LEGACY REPORT Reissued November 1,2002 Revision A:January 1,2004 t - ICC Evaluation Service, Inc. lond Oce•tt O Wallow Ma MIK 90601 a OM 900543Reeked oliia..900 MonrdeF Roel,suite A Benkuhorn.ane 33213■(205)59weeo0 .icc-es.org . wepbndotaos.4o5,West no ccrnrad,00ureyc bHUIs,t 60478IC708)790- 05 Legacy report on the International Building Code,the 2000 International Residential Code,the 2002 Accumulative S lement to the International Codes,the BOCA.National Building Code/1999, the 1999 Standard ding Coder°and the 1997 Uniform Building Codee" DIVISION:06—WOOD PLASTICS plywood or OSB surface splines under the skins of each Section:06120--SStructu I Panels face.When additional structural.capacity is needed.an additional spline stud is incorporated in the interior of a EVALUATION SUBJECT: ' panel or the spline stud at one side its doubled.. 3.2• Material Specifications INSULSPAN STRUCTU INSULATED PANELS 3.2.1 Foam Core - the foam core is polystyrene. ex- MANUFACTURER: paraded from BASF beads(NER-479)or NOVA Chemicals Inc.beads(NER-236„Dy4rte MTh byboard manufacturers INSULSPAN.INC. under the supeniision,ofa an accredited quality control P.O.BOX 38 agency.Nominal densi density s 1 pd.The The panels aavailable BUSSFIELD,IN 49228 • In insulation thidlanesses a(3 t2 and 5 72 inches(88.9 and Nrww.lnsulspan�eom 139.7 mm)for Wal and f ooraippiicaaons and 3 t2,512. • 7 iM, 9 1/4, and 1110 inches (88.9, 139.7. 1842 235, ADDRIONAL LISTEES • 285.8 mm)for roof applesons. The foam core has a Same spread rating of not more than seventy-five(75)and •• EXTREME PALL NOLOGIES • fifty 4( 5500)Mthen tested aocadance ASTM E84 loped rating of not more than four in a ', •, •475 EAST 4TH NORTH thidmess•of 5 inches(127.mm). • P.O.BOX 435 . COTTONWOOD,MN 3.2.2 OSB sldns-the OSB skins are APA or TECO rated sheathing, Exposure 1.are Inch(9.5 mm)thick(24'0)or INSULSPAN/GU 7ne inch(11.1 nim)thick(24/16).conforming to US DOC 9012 EAST US 223 ' PS-2 Skins are one-piece frit the tial length of the panels • P.O.BOX 38 (no jo'utls in the skins).Mandmi m sign size is 8 feet(2440 BLISSFIELD,MI 49228 mm)by 28 feet(8534 mm). . . 322 Spline Studs-the spine studs am No_.2 or better 1.0 SUBJECT southern pine sawn lumber.No.2 or better spntes-pine lir sawn lumber,or lair inch(44.5 mm)thick 1.9E DF Miuro- insuispan Stnidsiml insulated Panels ' Nam LW(NEA-481).Alternatively,3 Inch(762 mm)wide. se inch(15.9 mm)thklc plywood or ASB surface splines • 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT may be used when spline studs we not required for shrixtural capacity ortameet fire reastweassemblydetails. 2. uctural 2. Surface SSurface Z32A Adhesive-qualified adhesives are used to bond the Burning Characteristics skins to the foam Dore and are identified in the23 Fire Resistance manufacturer's quality control manual. 3.0 DESCRIPTION • • 82.5 Nana-In addriion to glue,nails are used to attach OSB sllanc to spline studs.Such nails are Waved(as may 3.1 General . be required for raddng loads) common nails meeting The'lnsulepan rad Insulated Panels are studies! Federal Specification FF-N•1053 and have a minimum F , orionied strand boa (OSB)sandwich panels which are of 100.000 psi(690 MPa).When OSB or plywood surface used as componeri in toot,floors and.V. assemblies. splines Sae used, staples or fasteners shall be used as The sandwich panels factory conslnuctedwith oriented specified elsewhere in this report • strand board ekrrs each face of an expanded polysty- 3.3 Structural Design rene loam core.In r to join adjacent panels in the field during installation. studs are factory.nstalled on one Standard panels are 4 It or 8 ft. (1220 or 2440 t rn) in . - side of each panel. natively,it is permitted to make width and vary in height rip to 28 ft. (8534 mm),and am provision on each . of the panels for field installation of illustrated in Figure 1- ICC.FSIwo moreoroarrabaaa,us..ndasrepraaoir,gacscOcror anyarker aeribooss not spirogivolly ridersio4warareJieyeobsoore rnntarm, m �+ ilareooevof the=bias air ratan or iwareu w I&sWm Th for tarWM era 6 b,d eo warrior,by ICC Serrlea Ina.ewers or lgplit t ar w any 7 w,Jl Adroit oresker moon in flir or atwwryproduct aware.,bythe repot ." • peril d12 Copyright 02004 Jul 22 04 03: 22p ike Lange 218-346-7346 p. 3 07/22/04 14:08 FAX 2489 25 PLASTI-FAB �J001 4 � ' • CODE REPORTS AND LOAD TABLES The Insulspan National Building Code Listing is a convenient method to satisfy thlocal building authority questions regarding the • conformance of the Insulspan Structural Insulated Panel Building • System to the three basic Model Building Codes. Insulspan National Evaluation Report #520 assures local authorities that the Insulspan • system, as detailed in the Report, has been reviewed by B.O:C.A., LC.B.O. and S.B.C.C.I. The granting Of this report is confirmation by the Model Code Agencies, that the Insulspan system conforms to all three codes. • - Insulspan structural Insulated panels have been evaluated by they. National Evaluation Service, Inc. and are covered by NES evaluation report 520. This report confirms that Insulspan structural insulated panels satisfy the provisions of the BOCA National Codes, .SBCCI Standard Codes, the ICBO Uniform Codes as well as the 2000 • edition of the new International Codes of the International Code council. Insulspan panels are also covered by the Department of Housing and Urban Development (HUD) Technical Suitability of Products Prog am as meeting the HUD Minimum Property Standards. These verifi ions of compliance with adopted codes and standards assure timely approval by state and local regulatory authorities which in turn enhances more timely and less costly project completion for our customers. • • • Revised 10.10.01 Jul 22 04 03: 22p Mike Lange 218-346-7346 p. 4 07/22/04 14:09.FAX 2489025 PLASTI-FAB rib 004 Page 2 of 12 NER320 Openings(headers and supporting framing)are accent- 6.6 Structural calculations and allowable bad tables, pushed by conventional framing methods and are not prepared by Steven Winter Associates,.Inc.,signed evaluated by this report. and sealed by George Thomas Bible,P.E.R.A. Allowable loads for the panels we set forth in the tables at 6.7 Manufacturer's published allowable load tables dated the end of this report September 9,1999. • 3A Fhe Resistance 6.8 Report entitled Congestive Tests for NES Quafr6ca- Floodosiing,roof and waR hes'constructed using tion of New Adhere and New Bead Applicator. Insuispan structural inspanelscan provide fire Report-No. Cl 59908 prepared by Cl Professional resistance ratings per E119.One floodeeiling and Services. Inc..dated May 29, 1999, signed by Ter- roof/cell-ung assembly and one wall assembly have been ence J.Cavanagh. evaluated by this report 6.9 Engineering report on analysis of results of-comma- Floor assembles and roof/c0Inng assemblies required to tive tests concerning gratification of new adhesive and have a Tire resistance ratings per ASTM E119 of ONE new bead applicator,prepared byTJCand Associates, HOUR shall meet the-• • requirements of Figure Inc.,TJCAA Project No.19920,dated May 24, 1999, 2. Wall assemblies requi :.. to have a fee resistance signed and sealed by Terence Cavanagh. ratings per ASTM E119 of ONE HOUR than meet the construction requirements • Figure 3. 6.10 Letter and supporting calculations concerning per- • centage of allowable load present in walls tested for tire resistance,prepared by PFS Corporation,dated 4.0 INSTALLATION May 9.2000:signed by James A.Rottman,P,E. When required by the app f • Code.each structure bust 6.11 Letters clarifying issues related to fire testing of the using I nsuispan Stnuctu - Insulated Panels shall be floor-ceiling'may. prepared by Southwest Re• -designed by a registered - •• -- or engineer and draw- search Institute.dated August 21.2000 and October 9, ings must be provided wh bear their registered stamp 2000. Wired by Andre Garabedian and Alex B. orseal when applying contain bra. '.•ing permit,Such drawings WenzeL specific Ywith regard to connec- tions.erection,and initiate • of the panels and shall be 6.12 Letter discussing fire performance of UL 1258 fire available at all times on the job site during installation. tests (general lire behavior and spline options). prepared by PFS Corporation.dated June 23,2000, 5.0 IDENTIFICATION I signed by Michael J.Slifka,P.E. Al Insulspan Structural I ted Panels shall be identified 7,0 CONDITIONS OF USE •• • by a stamp indicating the pa type.NER-520,the menu- tacturersnarne and/or• aridthe PFS Corporation The ICC-ES Subcommittee for the National Evaluation logo. . ! Service funs that lnsulspaan Strectural Insulated Panels as described In this report comply vial or are boilable altema- 6.0 EVIDENCE SUBMRTED lives to the 2000 International Brakling Code"the 2000 rwol manual. international Residential Code. the 2002 AccumrA ve 6.1 Manufacturers quality to Supplement to the international Codes , the BOCA 6.2 Manufacturer's instil ion Guide National Building Cadet 999.the 1999 Standard Building 6.3 Report of leers con In accordance with ASTM Com and the 1997 Uniform Building Code'"'.subject to the blowing E72,prepared by PFS ration: s' •Report t tIPFS 84-11 .signed by-Edwin 5ehaffer, 7.1 The Insulspan Structural Insulated Panels are tabri- Ph.eOP.E. sated and erected b comply with this report.Design loads anal be determined In accordance with the •Report#PFS 86-50. geed by Edwin Schaffer.Ph. appy code and loadings on the panels shall not O..P.E exceed the allowable loads noted in the allowable •ARepert refs 91-32, signed ned by Ronald H.Reindl, load tables a t the end of this report.M o •for plastered casingslore .the load deflection shall be limbed to 11360th of the span. • Report 1/PFS 84-17. - ed by Edwin Hodgson and 7.2 Design calculations and deeds for specific applise- Ratph L Tann,P.E. tions using Inaulspan Structural Insulated Panels shell •Report#PFS 99-37, ' ned by James A.Rothman, be furnished to the code official verifying compliance • • P.E. with this report and the applicable code.The indivld- 6.4 Report of reefs cord din accordance with ASTM ual preparing such documents shall posses the E119: necessary credentials regarding aompetenry and qualifications as required by the applicable code and •prepared by South Research Institute,SWRI the professional registration laws of the state where Project No.01 '•- •-,•'.dated June 1985.signed the construction is under taken. by Nigel R.Stamp, -->J.Beitel.and-Dr.Gordon 7.3 Panels having core thidateeses of greater than 5 is E.Hartzell. inches(139.7 mm)shall have 7Ms inch(11.1 mm)thick , •prepared by South Research Institute,SwR1 skins only and are limited to roof applications only. Project No.01-2305.13111,dated June 1999.signed 7Aline scopelimited to an evaluation of by AndreGarabedian and AlexB.Wenzel. the structural capacity of the panels and the fire 65 Report of tests conducted in accordance with UL resistance rating of assemblies using the panels. 1256, prepared byResearch Institute. Panel connection and other issues concerning the SwRI Project No.01- 3,dated June 23,1999, panel's incorporation into the structural system of a signed by Anthony L uoeda and Alex B.Wenzel building are not within the scope of this report Jul 22 04 03: 23p Mike Lange 218-346-7346 p. 5 07/22/04 14:09 FAX 2499325 PLAST1-FAB ill 005 • Page 3 Of 12 NER-520 ' 7.5 The panel core shall be separated from the interior of 7.9 No cutting or routing of the panels shall be permitted _. the buildingthermal by an approved 15 minute barrier except as shown on approved drawings. Installed as pscrrbed in the applicable coda. .. • rla7.10 'time•foam plastic core shall be manufactured from 7.6 The exterior.ol the wall panels and roof panels shall beads listed In Section 32:1 of this report.with no be covered with an approved exteriorwall covering or additional additives applied by the block molder. an approved roof covering respectively. 7.11 This report is stltiject to periodic reexamination.Par 7.7 The use of the panels sham be limited to buildings information on•the current status of this report,con- where combustible construction is pemritfed by the tad the ICC-ES. applicable code. • 7.8 This report does not include an evaluation of panels • whose components are preservative treated or fire retardant treated wood. FIGURE 1' • STD. 4'-0" W. t e' -O' w. FIELD INSTALLED 1 TOP PLATE. xi .7--------' __ 6dNAlLSAT = — `��� _ 6" O.C, (Tre.) • USE Sd NAILS VARIES ri IEN REOUIREO � f, • O FOR RACKING II + . g • ... 0.S.B. INT• • A W I. °' a1 o.s.e EXT. .` E • ASE • I _ PRE-CUT WIRE t — vARrES CI4ASE IN FOAM. FOAM CORE. WIRE ► ASE �� VARIES -- -- �t — --.. 4 FMIA INSTALLED Sik . FND. OR BOTTOM PLATE. _ FLOOrr. 1 VER CTION ELEVATION VIEW 0 OTHER PANELS 4, STD. 4'-0" W. PANEL t OTHER PANELS i B. -0" W. PANEL r ! r --r.m--- 0:5.8..INT. • I 7-FOAM CORE. 7 +� .-- ,A .8d NAILS 2.- SPLINE STUD ' O 6'O,C.-TVP. trACTOFV INSTALLED D.S.B. EXT. EACH SIDE.. AT ONE END OF PANEL ONLY), 2X SPLINE CONNECTION OTHER PANELS 'STD. •'-O- W, PANEL OTHER PANELS l'----"-- 7.0.5.8. INT0' -0" w. PN1 O. B. . FOA1iCORE. --ij O.S.B. EXT. 5/5'Y3 O56 SPLINE BOTH ODES )PTIONAL SURFACE SPLINE CONNECTION HOR. SECTION DATE: 09/28/00 STANDARD WALL PANEL AND DETAILS Jul 22 04 03: 23p Mike Lange 218-346-7346 p. 6 _ .07/22/04 14:10 FAX 2489325 PLASTI-FAB W11007 Page 5 of 12 NER-670 INSULSPAN MAXIMUM ALLOWABLE HEIGHTS FOR AXIAL LOADS 1 1 SKIN THICKNESS = 7/16 IN- PANELTHICKNESS = 43'8 IN. AXIN.IOAD • • 0PLFI EccEMSICITY no 0 N. EOL7lB CRY• 23/111 PIC*E5 , • MANDPRESSURE IMF) • VAPIDPRESS1RiE}P8177 10 15. 20 25 ; 25 10 15 23 25 , 90 NO SPUME '. 17 14' 12' 10' - 9 17' 14' 12' 1a 9 SNGLE SPLINE am 9220' 14' 12 1a 9' 2a 14' 2' 10' P SYPs3 '1 2a 1r ' 17 10' V 22 17 12 10 9 LK2a 17' 18' 14 13' 27 17 1B' 14 1S BL DOUE - SPF4¢ 1 20 1? 1S 16 13' 20 1T 19 is - 13' SYPl2 20' 1T 16' 14 12 22 1? 16 14' 72 LVL i 27 10 _ 16' _ 15 _ 12 _ 201 1e 1S 1S _ 15' AXIAL LOAD 1000 PIE •E'0234174CtTY- 01N. 6DcTITRICITY= Saha oacsiEs .WIND IMMURE IPSP)• 11f10413.Pi tJRE LPSP1 10. 15 20 25 50 10 15 20 ' 25 • 30 • No SPUME 1 is 13' - 11' to • 9 15 1S 11' 12 9r SNNGLE ENURE SPF 52 I 1a 14 12' 10 a 10 14 . 12' s0 e' sVPa 1 1e 16' 1T 10 0 19' 12 12 10 e LVL 19 • 17' 19 14 13' 19 17' 15' 13 . 12 DOUBLE SPF 42 I 10 1? tS 14' 13' 19' 17' 15' 19' 12' • SM l2 1e 1T 15* 1s • 17 1! 17 74 14- t9' , LVL 217 tT 12 14 13' _ 22 _ 17 12 _ 14 13' .i . .AXIAL LOAD • 7!000 PLF • E4X39477277 f= 0 PI. 'E!CGENTRI OTY- 24/16 NdCbES , I VIM P1RESS R g/own MIND aVESSUIC OWL_ • 10 15 20 25 30 • 10 15 20 25 30 NO Snots 14 ' 12 ' 1a ' e e 9' ' a r e s - stip/SRJNE *WIC I 1r 1R 12 1O • 6r 17 10' 9' a •0' SVPR 19 19 12 ' 10' 0' 12 1r a 9 • r LVL 19 19 14' 1S 17 11 11' 10 9 9 DOUBLE arum • 9Pf1112 I 10' 10 19 • 13' 12 13' 11' ' . 70' 9 F SYPS2 10 10 15' 13' 12 13' 11' • 10' •• • e . 5 LVL ! 14 _ 10 _ 14 14` _ 15' _ 14 _ 12' 10' if _ 9' AWL WAD - s000 PIF a 272301 Qstr= 0 N. aoc11411RICRY= 2-916 INCHES.• MIND PRESSURE 0'107 1,0L'1P L51E 10 is -20 : 25 30 10 15 20 25 ' 90 ND SPLINE I. 13' 11' 9 9 T ' — — — — . -- SINVLE SPUME SPF 52 I 1e 14' 12' 10' e — — — — • — VIP s22 1e 14' 12' 1a F • -- — • — — - -- LVL 16' 14' 17 11' 10 — — — — — DOUBLE SPLR SPF'S2 I 16' 10 . 12' 1V 10' SVP 42 17 14* 1s 12 1.7 — — — — + - LVL 17' 14* _ 13' 12' 11' — — i — — See Page 9 of this"oil for footnotes DNVSULSPAN 2000 ' Table 2.Allowatale 11sIg11N for Axial Loads on Insulspan Panels-445/5 Inch Thick 9/9/99 Jul 22 04 03: 23p Mike Lange 218-346-7346 p. 7 07/22/04 14:09 FAX 2489325 PLASTI-FAB IgiOUti Page 4 of 12 NER-520 INSULSPAN 91AXIMUM ALLOWABLE RACKING LOAD '' • ALLOWABLE RACKING LOAD(for stapled surface splines only) 208 PLF ALLOWABLE RACKING LOAD(for naiad SPF wood splines only) 365 PLF MAXIMUM ALLOWABLE SPANS FOR TRANSVERSE LOADS sow LOAD - SKIN TM101NF$s0 7ne INCHED ' blob[T HOlOE=-7116 INOIES (MAD+ME) u131L6Cr10N d6T>9110N - IRas • OEFUECTION ORITEMON - LPN so war PANS716002E84 PANEL.110004 0S /316" boa- a-lar 10-151' ' 121Ar 432• - am' i.w• 10-11a- i2147 • NO awi.E s 13' 16' 16' 21T 5 13 IS 16' 27 021117LE 5711.7 SWIM 10' 1 1S IF 1S m'' 12' 1a' 20' 24' 2D 5111,102 1r 1r 22 20' 26' 12' 10' 24' 2r 26' LK CC 14 22 D9' 20' if 2' !4' Zr 27 DOME GRINE a1fa2 17 16' 22 26' 27 17 27 24' 27 217 WINO 14' 15 21' 2r 21 1r 2r 2S 2r 21' LK _ le 17 _ 27 21 Mr 1r 21' _ Dr 21 27 NamLCMD lacliallia:CUESS-NOS 642485 S6N116a1Di1snl-7naINCHED MAD+LNE7 OrFLSnONCNTEIDON - LA/6 oB3f37110710018110N - Ll240 as PDF A111CL71aMr IESS PA7a 4447 6.315' - 5-1A- 10-1!0' 12-la' 4W Fin' - ow 10-1w- i7.11tr r1Dsours 7' 17 137 14 17 r 10 1T 10 117 0117rsESPLINE EIFFEL r 10' 13' 15' 1'J 0 1.2 1r 19' 27 STPQ ! 17 16 20' 27 r 12' 17 21' 27 LK 12' 17 17 72 75 17' 14 10' 22' 22 ODUOLE SPLINE VPF12 11' 15' 1r 33 2r 10' IT ar 23' 2s 11p42 1z 17 17 27' Zr 17 1r ar 2s rr LK 12 1r 20' _ 24' 21 1Y' 1T _ 21' _ 24 _ kW TOTAL LOAD • Sum Thawa31i-7/14NDaD S11a474aCr4EOS-7n6114Oa3s 10E7D+LIVE) 1711FLECNowCRI16a0N - Low OOLS'DONGtitI2* - 11.1246 M INF PN14137HMp lass PraE1_ 43W 6.316' - 1-1417 10-1A- - 13416' 4.247 ` 4.516''' 5-12" 104.27 1217" No6R61E r r 17 12' 14 rr r 17 17 mous BRIE wrtR 6' 6' 10' 13' fpr r 11' 14 17 1! arpR 0 r 12 10 1T 0' 11' 14' le' 17 LVL r 14' 17' 1Y 22' a' 14' 1T 10 2r DOUSE IMAM ARNO r 14 17- DO 27 r 14' . 17' 27 Zr eYPR 10' 14 17' 27 24 10' 10' 17 201 2'r _ IM _ wr If 14' 21' __ 247 10' 15- 17 _ 21' 24' Inca.Lone - am174Capo s-Ina RIMED Sall nominal.7115111161; MEAD*L.1124 DEFLECTION CN ER*N • Liao OISRECI1ONCinsititsw - La. -NW PAMi.114004120BPN6371412 SEI 43/r sore ' L1-1E 11 ' 10-1 ' 12-12W 4317 - 41.1117 s-lW 1x11!' 12447 ' No 57116.E V 7' v 11' 12' P T P 11' 12 aFP 62 S 7' r 11' 13 T r 12 14' 17' VIP 112 6' 7 r 12 14 7' r ' 12' 14' 1T LK T sr 12' 17' 17 T 12' tai 17 17 COME GRINE aPFR 7 1r 14• 17' Z4 7' 1r 14' 17 27 57p52 6 17 17 1a' 27 r 17 1r 17 21' LK r JncblC 21' W 1s SWee9of this repos is�r AINSULSPAN 1999 Tab161.Allowable far Transverse Loads an Insubpaa Panels 9/9/99 Jul 22 04 03: 24p Mike Lange 218-346-7346 p. 8 07/22/04 14:10 FAX 2489325 PLASTI-FAB I40008 Page 613112 NER-520 INSULSPAN 1.4AXIMUU ALLOWABLE HEIGHTS FOR AXIAL LOADS SKIN THICKNESS o 7/16 IN. . • PANEL ThICKNESS = 6,219 IN. AXIAL LOAD O q ECCEN1RIC Y• 0 N. ECC N1RIC1 Y� $.1116 MIC11ES WPM PRESSURE 4 WIND PRESS leln 10 4 15 20 _ 25 _ 30 10 15 2D 25 30 NOSR.NF 23 19 W 14' 13' 23' 15 19' tt 15 SINGLE SPUNE apF5 I 21 20' 167 14 19 25 27 16' 1t 15 ' SYPS2 2T 2T 19' 14 la 2r 2S 19 19 13' LWL 2r 23 29 19 19 2r 22' 29 19 16' SPF 92 I27 23 7D 19 1T 27' 23' 217 18' 17 1111,12 27' 24 21' 191 it 27' 24' 21' 19' IT LVL 217 2t 21' 19' 1r 26' • 24 21' 19 IT AXIAL LOAD MOWS ECCENTRICITY a 0IN. ENT30 TY s sons NA4Es WIND PRESSURE Wen WHIN- -)= 0'SF1 10 15 20 25 30 10 15 20 ' 25 30 , NO SPLINE 1 21' 18 15' 14' 12' , 2r ' 1a " 19 • 14' T2' SINGLE SRAM 71PF1 I 29' 23 19 14 13 25 20' 18 14' 13' &1P= 28' 22 19 19 19 217 22 15 15 13' LVL 21 23 29 16' 19 26' 27 24 18' 19 DOUIRE SPLINE SPF I 26 23 20' 18 1T 26' 23 20' 19 I!r SYPfr2 27' • 22 21' 19 1T 27' 23 20' 19 1r LHI. 27' 1 24' 21' , 19' • 1T 2r 44' 21' . 18 IT AXMLLOAD 2800PLF E1x@R11IafYr 011. ECCENTRIGTV62 34n654C14ES 10 15 PR SS eiFe 2 10 115' 30 P J B _20 25 30 NO6PLINE 21f ' 1r 1S 1S 12' 14' 12' 11' 9 9 SINGLE SPLINE SPF 12 l 24' 2a 19' 1r 1s 1r 19 1a 17 11• WYP12 • 29 22' 15 15' 13' 1, 1s 15 12' 11' LVL 25 22' 19 1T 16' 19 15 14' 12' 1.1' DOUBLESPN4£ 6PF02 I 25 Zr 19 1T 19 141 18' 14' 12' 11' SYPl2 29 25 20' I6' 19 19' 19 15' 15 1r LVL 29 I 21r 29 18' 1T 217 _ 1T 19 13 _ 12 _ imam LOAD 1000 PLF Tiec7tY x 011. ECCENTRIMY= 53,111INCHES WIPIDPiessunciPsn WIND PRESSURE 817F1 10 15 20 25 30 10 15 20 25 30 NO SPLINE 19 19 14' 12 11' — — — — — SN01f SPLINE SPF 4Q I 21' 19 19 14' 15 • — — — -- — SYPs2 22 19 18' •1,S 1S •.• -- — LVL 27 12 IT 16' 14 t 4 — — — DOUBLE SPLINE • 6PF12 I 22' 19' 17' 19 14' 9 e 4' — welol2 27' 1e' 1r 18 14' r 9 5 5 5: LVL 2:1' 20' 17' 14: 14' O' T 6 9 s See Page 9 et Itis report fariacinotes OINSULSPAN 2000 Table 3.ANowable Helghis Nor Axial Loads on h9Idspan Panels-5411 Inch thick 918199 Jul 22 04 03: 24p Mike Lange 218-346-7346 p. 9 07/22/04 14:12 FAX 2489325 PLASTI-FAB 411014 Page 12 of 12 NER 520 Footnotes for Figure 2-Flood ling and Roof/Ceiling Assembly-One How 1. Insulspan Panels-48 inches(1220 mm)wide(minimum),5-1/2 Inch(88.9 mm)thick(maximum)EPS core having 7/16 inch(11.1 mm)thick OSB skins.Panels having 7-1/4,9-1/4 and 11-1/4 inch thick cores are also permitted in roof/ceiling assemblies. 2. Spens-2x wood spline studs.When the tables indicate that no spline studs am required for structural capacity,3 inch ( 6.2 mm)wide.5/8 inch(15,9 mm)thick OSB surface splices are permitted under both skins instead of spline studs. 3. Fasteners-OSB skins are to spline studs using 6d nails 0 6 inches(152 mm)on center.When using OSB surface splines,the surfacelhd shall be inslaled using a gap tiling expanding foam sealant and 1 inch(25.4 mm)long. No.6 drywall screws at 6 (152 mm)on center on each side of the joint. 4. Gypsum Wallboard-a Bei' surface consisting of two layers of 5/8 inch(15.9 mm)thick Type X gypsum wallboard.The gypsum panels are attached the Insulspan panels using 2 inch(51 mm)long.A-point,bugle head drywall screws at 6 inches(152 mm)on center the sheet perimeters and on a 12 inch(304 mm)x 12 inch(304 mm)spacing In the field of the sheets.All seams.6h be staggered.Exposed seams shall be fleeted with an application of tape,followed by three coats of US Gypsum Corpo Durabond 90 joint compound. 5. Roof Covering-(on rootice2ing assemblies only)-a code complying roof covering. Footnotes for Figure 3-Wal y-One Hour(Limited Load Bearing) 1. Insulspan Panels-3-1/2 i h(88.9 mm)or 5-1/2 inch(140 mm)thick EPS cora having 3/8 inch(9.52 mm)or 7/16 inch (11.1 mm)thick 088 skins. ral load shall not exceed 27.4%of allowable load nor 1250 la/R(18.2IcN/m). 2. Splines-2x wood studs 02t3 3 inches(1220 mm)on center. 3. Top and Bottom Plates-2�Lt wood top and bottom plates. 4. Naas-OSB skins are fastened with lid common nails at 6 inches(152 mm)on center at panel edges(vertical spline)and at top and bottom plates. I 5. Gypsum Wallboard-Two layers of 1/2 inch(12.7 mm)thick USG FlreCode"Cr instaled on each side of the assembly. Installation of wallboard on Interior side only of exterior walls is permitted in jurisdictions using the 1999 Standard Building CodePor the BOCA National Building Cod&1999 when such walls are located greater than 5 feet 1524 mm)from a property line or assumed p rty line. The first layer of gypsum tboard is Installed hor$ontafy over the Insulspan panels using a continuous 3/8 inch diameter bead of ' adhesive(Made DSA 20 drywall adhesive)at 24 Inches(609 mm)on center across the width of the panels and 1' (25.4 mm)long No.6 bugle head drywall screws at 8 inches 203 nim)on center along the perimeter ani!12 inches( mm)on center at the two adhesive lines. The second layer of wallboard is installed vertically in the Barna.manner as the best layer using 1-5/8 inch(41.3 mm)long bugle head drywall screws. • Jul 22 04 03: 24p Oike Lange 218-346-7346 p. 10 07/22/04 14;12 FAX 2488025 PLASTI-FAB W1013 Page 11 of 12 NER520 F rim. FOAM CORE WIDTH VARIES 7 . V � Qi . _ r-----, I III/ 1I0 III 1 F N 5 a ii I I `WIRE MASE I .._ f I/1 `PRE-CV i AWE C 3 f CHASE IN FOAM. T ,> ;', -*APE ( ASE v 1,-; . Li - - - - 1 / FND. OR FLOOR. VERT. SECI�ION ELEVATION VIEW (5 OTHER PANELS uvicrittl VAS !, OTHER PANELS ,k ..0,....___ %Illa=m1"1"---,c-mi... (!) . e)e HOR_ SECTION ff) . NOTE:See footnotes on Page 12 for descriptions of numbered elements FIGURE 3 1 WALL ASSEMBLY-ONE HOUR(Welted Load Bearing) 'THESE DRAWL ARE FOR ILLUSTRATION PURPOSES ONLY.THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION UMENTS FOR THE PURPOSE OF DESIGN.FABRICATION OR ERECTION. Jul 22 04 03: 25p ike Lange 218-346-7346 p. 11 07/22/04 14:12 FAX 2489 25 PLASTI-FAB ta012 Page 10 of 12 NER-520 MIN. 4.-O" W. I 1 c :61 EITHER SOuD LUMBER SPLINES OR DOUBLE 058 SURFACE �„ SPLINES ARE ACCEPTABLE FOR THE PANEL CONNECTIONS z z Ill 2 y J d m 0 O 0 � 0 -1 PLAN VIEW CYBER PANELS --+Y- MIN. 4'-O" W. PANEL CRIER PANELS Lio ,a- ,i- _ _ ..,,,, _ •e Anh, 41111/ fi fi W 1 i 1 3e;) ��4- \ e . 1 SEci-IoN e) NO :See footnotes on Page 12 for description elements of numbered elemen FIGURE r FLOOFUCELING ASSEMBLY-ONE HOUR Jul 22 04 03: 25p I'like Lange 218-346-7346 p. 12 07/22/04 14:11 FAX 248925 PLASTI-FAB Id1011 Page 9 of 12 NEFI.5220 Footnotes for Raeldng Lo Table Panels are made of ewe equal layers of APA or TECO rated OSB sheathing.The core shall be nominal 1.0 pct density(min. i 0.9 pd)EPS(expand polystyrene)foam adhered to the sheathing with glue and set under pressure. 1. Allowable load of 208 p is based on using surface splines consisting of minimum 3 inch wide,6/8 Inch thick AD plywood at all panel edges,both s' .Panel skins shall be stapled to the splines using minimum 16 ga.,7/16 inch drown by 1-3/4 inch long staples along all edges at 6 inches on center,both sides. 2. Allowable load of 385 is based on using minimum 2x SPF sold sawn lumber splines at all panel edges.Panel skins shat be nailed to the splines sing minimum 8d common nails along all panel edges at 6 inches on center,both sides. Footnotes far Transverse Loads Tables Panels shall be made tyro equal layers of APA or TECO rated OSB sheathing.The core shall be nominal 1.0 pet density (min.0.9 pet)EPS( ed polystyrene)barn adhered to the sheathing with glue and set under pressure.In panels with spline studs,the skins ll be nailed to the spline studs with 6d nails 0 6 inches o-c•When the tables indicate that no spline studs are required for capacity,itis permitted to join adjacent panels using 3 inch(762 mm)wide,5/8 inch(15.9 mm) thick plywood orOSB co splines under the skins of each face instead of spline studs.The surface splines shall be installed using a gap tilling ng foam sealant and 1-1/4 inch(25.4 mm)long.No.6 sasws at 6 inches(152 mm)on center on each side of the joint. 1. Values shown are a spans due to dead bad plus pee load. 2. The tables reflect twindtion criteria.For all panels the deflection criteria of L/360 shall be used for floor loads.For roof panels with slopes less3 in 12 pitch,the[1360 deflection criterion shall be used.For root panels with slopes of 3 in 12 or greater,the " criterion of L/240 shall be acceptable_ 3. To minimize deflection ep on panels without splines loaded with permanent or long-duration loads (>6 mo.),find the allowable span on the Ie for twice the actual load(i.e.use 40 psf for actual load of 20 psi.) 4. Some allowable spars re not based on deflections,therefore,no multipliers for other deflection cr5eria shall be allowed. 5. All values are for noduration loads.No increases for other durations are allowed. 6. Maximum spans are ated to the maximum panel size,28 feet. • 7. All values fisted are for '' panels with supports at each end. 8. For eight foot wide with splines at 8'-0'0.c.,use table values forsandwioh panels without splines;for panels with spines • at 4'-0'o.c.,use tables single splines. 9. All values are based on SULSPAN-Transverse Load Tables(Ti. -T.38),'CINSULSPAN 1999`,dated September 9,1993. Footnotes for Axial Load*aides Panels shall be made . two equal layers of WA or TECO rated OSB sheathing.The core shall be nominal 1.0 pct density (min.0.9 pd)EPS(_ •- ••• polystyrene)foam adhered to the sheathing with glue and set under pressure.In panels with spline studs,the shins s - I be nailed to the spline studs with 6d nails 0 6 itches o.c.When the tables indicate that no spline studs we required for : - tel capacity,it is permitted to join adjacent panels using 3 inch(76.2 mm)wide,5/8 inch(15.9 mm) thick plywood or OSB dace splines under both exterior and interior dans instead of spline studs.The surface splines shall be installed using a gap • expanding foam sealant and 1-114 inch(25.4 mm)long,No.8 screws at 6 inches(152 mm)on center on each side of , - joint 1. Values shown are • • • heights due to dead load plus five bad. 2. Allowable loads are •-= :• on axial loads being applied over the entire panel width. 3. A deflection criterion of 40 Is used. 4. Some allowable spans - not based an deflections,therefore,no multipliers for other deflection criteria shall be allowed. 5. All values are for no - duration loads.No increases for other durations am allowed. 6. Maximum spans am r _d to the maximum panel size,28 feet 7. All values listed are for,' • _ _•- panels with supports at the top and bottom. 8. Where no allowable hen•ht is shown,panel does not meet criteria to carry applied axial load. 9. For panels with splines t 24'o.c.use the allowable heights of panels with double splines. 10. For eight foot wide pan with spines at 8'-0'o.c.,use table values for sandwich panels without splines;for panels with splines 4'-0'o.c.,use tables for Ingle splines. 11. AM values are based on MNSULSPAN-Axial load Tables(A.1 -A.200),"OINSULSPAN 1999',dated September 9.1999. Jul 22 04 03: 25pike Lange 218-346-7346 p. 13 07/22/04 14:11 FAX 249925 PLASTI-FAB (®010 Page B of 12 HER-520 INSULSPAN MAXIMUM ALLOWABLE HEIGHTS FOR AXIAL LOADS SKIN THICKNESS = 3/B IN. PANEL THICKNESS - 6-1/4 N. AWL LOAD It PLP ECCEINVOCITY= 0N. - 391e INCHES WND P8ESStJ IP) _ _ W WD PRESSURE erghl _ 10 15 20 25 30 10 15 20 25 30 AOSPINE I 2? 19 16 1'S 13' 23 19' 19 15' 17 SINGLE VOLPE 8P'Fs2 I 29 19' 16' 1S' 13 2a 19 10 19 1? 8YP 92 26 21' 19 15 17 20 21' 19 15' 13' 13A. 2? 22 19 17 19 2?' 2Z 19 17' .19 DOUBLE SALINE SPF 92 I 27 29 1P 17 18 27 22' 19 17, 19 SYP112 29 22' 19 1T 16' 29 22 14 . 1T 16' LVL 28 a' 20' 19 16' .. 217 23 19 _ 10 AXIAL LOAD 1060 PLP ECCENTRICITY- 0N. • EOOENTA1Cli7- 3318NC 1ES _WIND PRESSI,IRE IMF) NAipMEgSURE 10 15 20 _S 30 10 15 20 25 30 163 SPLIE I 21' 10 19 14' 12' 21' 19 19 14 ' 17 SINGLE SP1s1E SPFS2 .125 19 16' 19 13 24' 19 1S 15' 1S VP 22 30' 21' 19 15 13 24' 77 19 15 17 LVL 7 29 19 17' 19 25 21' 19 16' 19 DOUBLE SPLIE 5PF112 I 29 29 19 1T 14 27 21' 19 19 15' •SYP92 27 2? 19 17' 19 26' 29 19' 17 14 LVL 27 T 29 70' _ 19 /6 • 26 22' _ 19 • 17 16' Am,.LOAD I - 2000 RP EOCBfRIC1T1f.c 0 Pt ECCENTRVITY• 3311601C/ES 10 1RI� 20S 30 10 IUEIE(MR NDIWSSURE 5 1 t 'JD NOCPLIIE 29 iT 18 13 12' 12 1a a 9 7 sNGf.E SPLINE SPF92 I 73 19' If 16' 17 19 12 11' 19 9 VP= 24' 20' 18' 1S 19 19 19 1T 10' a LVL 24' 29 19 16' 19 17 1s IT 19 S .DOUBLE SPINE SPF92 I 24' 20 10 19 19 16' 17 12' 10' 10' SYPaz 25" 21' 1Y 17, 13' IT 19 17 Ir 19 LVL 29 21' 19 17' 117 1r 15' 17 _ 17 I1' ANAL WAD 300016-F lEcogrimeciry- 014 _ ECCENTRICITY.• 33,1619101E$ WINO PRESSURE 1PSF1 WIND PRE'.SBURE 10 15 20 .. 25 30 10 15 ' 20 2580 NO SPLINE I 18' 19 17 12' 11' -- •••• — SINGLE f4* SPFQ I 257 16' 14' 13 12' — — — — SYP92 211 17' 15 17 17 — — — — — WL 20' 17 15' 17 12 — — — -- — DOUBLE SPUME SPF 02 I 217 IT 15' 14 12 — — — — — SYP 92 21' IV 14 14• 17 — — — — — LVL 21' I 19 16_ 10 13 _ — — — _ --- _ — See Page 9 of 6*report br s CINSULSPAN 2000 Table 5.Avowable Nefgh13 MINI Loads on tnaWepan Panels—$414 Inch thick 019/99 Jul 22 04 03: 26p hike Lange 218-346-7346 p. 14 07/22/04 14:10 FAX 2489325 PLASTI-FAB ll 009 Pegg 7 of 12 , NER-520 INSULSPAN IIIAXIIIAUIII ALLOWABLE HEIGHTS FOR AXIAL LOADS • [ SIGN THICKNESS = 7/16 IN. PANEL THICKNESS = 4-1/4 IN. AXIAL LOAD • 0 PLF ECCENTRICITY= GIN. 133CN07A831Y- 24r1604LTES - • VANDRRESS IP5F) UINDP_RESSIARE rail 10 15 20 25 90 10 15 20 25 30 NOSFL6E 17' 14- 12' Icr 9 17' 1W 13 10 9 BNCB.E SPLINE SPF12 1 19 14' 17 10 9 111 1f 17 10' 9 SVP SW 20' 10 tY . 19 9' 20' Se 12 10 9 LVL 70 17 19 . 13' 17 29 17' 17 13' 17 DOUBLE SPUNE SPF'I2 [ 217 17 15' 19 1r 27 1r 15 17 1r SVP12 20 17' 1'S 13 1? 2w 1T 19 13 'ir 1..101. 217 17• 17 17 12 20 1r 15' 13 12' AKIAL LOAD 1a00 PLP EcCENDIETTY MI 0111, ECC94 lac2TY. 24I181Naaas pt 4P5F1 ININDINWNSURE PSF) 10 ` 15 20 9D 10 - IS 90 ' 25 SLI NO SPLINE 1 '1s 17 71' 1I7 9 1.7 ' 13 1T • 10 8' SINGLE SPLJNE SPF 02 I 19 14 1? 10' 9' 1T 14' IT 10 9 rep 82 19 10 12 19 • 9' 18' 19 12 ' 10 9 LVL 18' 17' 15' 13' 12' 10 19 14' 12' 11' D OUBLE SPLE4E •• WPM 1 19 17' 19 13' 12 19 19 14 12' 11' 81'P 02 19 17 15' 13 17 19' 16 14 17 • 17 LVL 20' 17 15' 17 _ 12' _ 10 19 is 13. 1:' • ANAL LOAD - 2000 PLF ECCENTRICITY- 0 N. eOLEN1RIQiY- 24/WINCHES WIND 1P8P1 41MA (MR • 10 15 1 20 25 30 10 • 15 1 20 25 JO NO SPLPE I 14' 12 UT 9 s 7 0a' - 9 SgAGLE SPUME SPF R I 15 14 17 10' 0 19 5' 7 r 5 SYP12 18' 15' 12 10' 9 19 9 9 r 9 LVL 18' 19 19' 12' I1' 1a 9 9 7' r DOUBLE SPLINE E SPF02 I 18' 15' 13' 12' • 11' 11' 9 B r r SYP#1 18 1e 14 12' 1r 11' 1a 8 X r LVL 19' 16' 14' 13 12 1? _ 19 9' 7 7' MALLrON) 7000 PLP EOCENTRE:IN• ON. ECCENCRIcfri. 2,3118NCoes Wed)eRESSUfE ran_ w0mPRESSUlig 016F7 • 10 15 • 20 25 30 10 r 15 20 i 25 - 20 NO SPUME I 13' 11' a s 7 — — — — — s iaLE 5Fu E SPP f2 1 15' 12' 19' 10' 0' — — — — - — SYPII2 15 13 11' 10' 9 — — — — — LVL 15 13' 11' 1v 9 — — — — — DOUBLE SPLINE • • SPFR I 15' 17 11' 10' 9 — — — — — SVP a2 17 13' 11' 10' 10 -- — -- — — LVL 15 13' _ 12' _ It 1L1 _ - - - _ -- - - See Page 9 al ttia report for footnotes OINSULSPAN 2000 Table 44,Allowable Helgbte for AX6al Loads on In ulapan Panel.-4.1/4 Inch thick 9/9/99 TEL NO . Feb 16 , :8 18 : 11 P .02 - •- . 1 e v 1 11 q tn t r __.,e.0 . __ _. 9 m ti p (z 4 6" e r• a" .,..__ . 0 ,.....)---..1 • . . , . • . 1 . • . .• ,..-D U • •••-•• \ . - "--- 1 Q‘ g cel v) )7'' CV Cs, `4.- 4-; glir t L. ITI r\ .0 NI Trr 'II — P.. C...) '7-14 e • r- • p C of• ''' l77 El ?.=4 cn 7 ph . :-..- ; ' , • ,- - .,_ .„_. rri r7.1 • 111 S• ;-) .-,.., • 1.3 ', R 1 ‘.." .1) •-•=1 --i OU — - -' -•-•-S' 0 C ....i, .... -.3 . ; o o • - • • .-, F: ::', b (-..% % -g ; 0 • . ---__ _ U5 7,': n -6 .---- -------: % 19 ".44='hi44 in ram a 4, - rr, 13 1-i. ,-, % .6 (..) ci . E• .4. 1 i ;A _7,-,':_3. < - i --= Cf) C...7 _ I (•:,, C=1 I 1 .ot j ) 0 -1- ,- M rn CI ..--z-t -.1 0 .- C '-'" --. -- '` 11:::, t• tN il 1 2:i5 ,L.: ;_; ,-;•-• '':.-1 ;:i -.., = V: –f CC:3 Z 33 ) 0 1..1(\... / ..-. 11 .,<', -,,.;.'.. r, =• ---; ,: . 1 1 1.. . f _ 09 V' ap ,-,-2 )UC) JO _D TEL NO . Feb 16 , : 8 18 : 12 P .04 a • M 1 • i .6 E . • • 0 D "x{31.! ` Dv ' .. 1.. . S'N'P;[hi& ; . . .a) i .;t5i- zi,; .,„-.4..:r i .--I pi: -:,. 5sin, fteg.:3otgc.,•,/. i go), L'4,54'44Nfil- Iiir,-7-7' ,, 7 j> 'ilamiipar..., i IM3 m. 2 Sr -. mimmamb C + li>rw: �:1:1yrpTi .., .i w. L l 1 ea, a'I:i1 0-,), , • 4 F • TEL NO . Feb 16 . :8 18 : 11 P .03 I .....„, ra g ....44 • i . • I \ • . • . i fe • . . . . . I i 1 I1 • 11 • 11 41%2 . ''. • 411)1.11110111 I I 411/11114/1.11 i 11 l •!:1 114'41'1 . I It rill 1 0 kt 4 ...r. i tidifillibili I . . ,amenomom ' _ n • i • j, i 2 ......... r , ....... , , ........— • ...........— 1 , $ • ! . . • ; • imlil t1TIWEV'. *14;111; liti -\ •*: • 13. • i liri" . , WC b I Eft • EN-mmummwr 311:I& • • , ......m , ::.1,111 • . • • . :112,Elf' 1 i - • a elm Ii • . I ..r-i — r . L gilWitir .ii • M., lir.................. 1 .4:22, • ' VM MUMMIONMENRAN 1107 . S?II III IIP 1 R 1. III 4. 7 hillil, fiLlikil , . •rt 1 ? . It • • . • „ . , . 1 g . . 73 - iPr __ _ __ ......_ ......_ ..... . . . _ DATE TIME CITY OF ORONO CALLED INSPECTION NOTICE SCHEDULI 'OCJPAI PERMIT NO. aC�7�S,- COMPLETED � ADDRESS ) Cr-rI AO Ot-klArcQ ee..0, OWNER ilAr ICP 6,4itJC CONTR. c7t.//i-?J` TELEPHONE NO. CPI ) 9Cv.r9fOJ DES :IPTION e1 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING • • - MING 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 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 W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 1 UMBING FINAL 36 FOUNDATION/REMOVAL OW ONTRACTOR TO MEET YOU:V YES NO • COMMENTS: Ar) Lu Occ ()(-)(1� O >. CC O LL W CC W W CC J O W� WORK SATISFACTORY:PROCEED Li PROJECT COMPLETE W 11CORRECT WORK&PROCEED E ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN LISTOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n xt inspection 24 hours in advance. (952) 249-4600 Owner/Contra ite: Inspector. r White Copyllnspector's File Canary Copy/Site Notice „,. 51.2 I DATE TIME CITY OF ORONO CALLED IN N--IR-04 NOTICE SCHEDULED Q-toy q.3© An PERMIT NO. ,07513 3 COMPLETED ADDRESS J`~ I"�20,i 0 ®,el- -.' ea) . OWNER (Ce CONTR. 67.4-44-4, TELEPHONE NO. G2 I 'D- atte,S.-- 9PC)/ D : • ION a CLi/ 11 FOOTING 11 M CHANICAL RI 18 EXCAV/GRADING/FILLING rC • G 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 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 i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: cc W ccdi- Dui-- cootm-- --\b, vutete ...suire, 0 o tell W9 C Q w Z W C • t Ci W =`0 ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE . '4 W ❑ ORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY C) CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U EFORE 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 inspection 24 hours in advance. (952) 249-4600 Owner/Contractor-op,si Inspector. c White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN '-f —©r INSPECTION NOTICE 7- 33 SCHEDULED i a.Oo A/ PERMIT NO. P= COMPLETED I ADDRESS`` e-- 5 O 4.10Q 0-c kai-cQ 2Q ,,,�v • M OWNER (14-- I1 4 ( cr. CONTR. C W TELEPHONE NO. 1)6_ - 7(p 3 3 9 5c8 I DESCRIPTION GC .s . 01 FOOTING 11 ECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 ECHANICAL FINAL 19 LAKESHORE/WETLANDS fil ON 24/2 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 ATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 S ER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 S PTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 S PTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 S PTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU _YES_NO co COMMENTS: 1 CC �` I a rJ 'tc�T as CLisC%Lbs ek cc 1a cc 0 4 W cc 1 Q W W C d W WORK SATISFACTORY:PROCEED 1 ❑ PROJECT COMPLETE CC I IQ ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑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 OwnerlContr r�n site: r. `� f Inspector: White Copy/Inspector's Fiia Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN Ia<- INSPECTION N I SCHEDULED ---Ti--3.OA4$0 PERMIT NO. 73.3 COMPLETED ADDRESS o2'J pron., /al N , OWNER CONTR. TELEPHONE NO. 76,3 '38 ,54c7 4L DESCRIPTIONFr. /4 UJ 01 FOOTING 11 MEI HANICAL 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MEI HANICAL FINAL 19 LAKESHORE/WETLANDS Ci) 03 INSULATION 24/25 OOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WA ER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 S ER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEP IC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEP IC INSTALL. 22 FOLLOW-UP vt Ltj 09 PLUMBING RI 23 SEP IC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:fi YES_NO • COMMENTjScc _: IQ 4.00e, /a_lle CX j 0 cc I 0 W I CC Q I W Z W CC d Lug WORK SATISFACTORY:PROCEED 1 CIPROJECT COMPLETE W 0 CORRECT WORK&PROCEED I ElISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN I ❑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/Contra y pr to site: Inspector. 'd� v01 White Copyllnspector's File Canary Copy/Site Notice 11 Vi( I D TE TIME CITY OF ORONO I CALLED IN �- INSPECTION N ICE iSCHEDULED 02-3-05 IF. PERMIT NO. COMPLETED ADDRESS c25 C.rD xv OrrLO-c.c1 ierd OWNER CONTR. y� TELEPHONE NO. 7 ' 3 a 3' .50g1 0 __, / ▪ DESCRIPTION /JS , a thCyt, Lu 01 FOOTING 11 MECHA CAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHAN CAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOO. BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER H•OK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER H•OK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC M'INT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC I .TALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC Fl AL 35 HARD COVER REMOVAL v10 PLUMBING FINAL I 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO vim, COMMENTS: cc Q. t arraie, d cc 0 >, cc O I W CC Q f cnZ I W CCi WI WW WORK SATISFACTORY:PROCEED I ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED I ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OBEFORE COVERING I � PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR 11 ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2t hours in advance. (952) 249-4600 Owner/Contra.. : . site: Inspector. lb 1 al-A41 White Copyllnspector's Fa& Canary Copy/Site Notice I 4) DATE TIME /// CITY OF ORONO CALLED IN 3-7-05- INSPECTION SINSPECTION NOT)CE SCHEDULED 3-9-05 la:oU4--M 3 PERMIT NO. �O7 5COMPLETED ADDRESS 015 C/��J Orc e ed N 1A OWNER dI C� 1,? ."J i ci CONTR. OZA- ll.e r TELEPHONE NO. (/( . q(11 S 9 g1 1 -;••• DESCRIPTION II Uj LU 01 FOOTING 11 ME4 HANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MEl HANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 OOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WA R HOOK-UP 17 SITE INSPECTION Q�FINA� 14 S R HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEP IC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEP C INSTALL. 22 FOLLOW-UP LIJ 09 PLUMBING RI 23 SEP11C FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL I 36 FOUNDATION/REMOVAL I Z OWNERICONTRACTOR TO MEET YOU: YES_NO r0., COMMENTS: cc W Q. cc O O U.. IW CC 1 Q Z � W W CC 0 ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE OECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CORRECT WORK,CALL FOR REINSPECTIN TEMPORARY V BEFORE COVERING II 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 1 spectior> 24 hours in advance. (952) 249-4600 Owner/Contract n i Inspector. White Copyllnspector's File Canary CopylSite Notice