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HomeMy WebLinkAbout2001-P03360 - new structure POI -L PERMIT CITY OF O RO N O Permit Number: 2750 Kelley Parkway - PO Box 66 P03360 Crystal Bay, Minnesota 55323 Permit Type: New Structure (612) 249-4600 Date Issued: 1/25/2001 SITE ADDRESS: 1360 Vine PI MOUND,MN 5 53 64 PID: 07-117-23-42-0037 DESCRIPTION: UBC Occupancy R3 Proposed Use: Residentiai Construction Type VN Permit Class: Building Census Code 101 Permit Type: New Structure Permit Sub-type(s): Single Family DETAILS: Approved per resolution#: 2658 Separate permits required: Piumbing 1viechanicai Firepiace irrigation weii(state)Eiectricai(state)Omer-(Provide As Built Hardcover Calculations prior to final inspection.) NOTICES/REMARKS: Varianr,-ctill wnitina to hP cianPrl by hnchanrl nVel by T vla FEE SUMMARY: Permit Fee: $ 1,777.75 Valuation: $ 240,000.00 Plan Review Fee: $ 1,155.63 State Surcharge Fee: $ 120.00 TOTAL FEE: $ 3,053.38 APPLICANT: RVC HOMES OWNER: EARL B&GAILENE J NORWOOD 15500 WAYZATA Blvd 913 1360 VINE PL WAYZATA,MN 55391 MOUND MN 55364 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. APPLI ANT PERMITEESIGNATURE ISSLMDBYSIGNATURE Copies:City,Applicant,Assessor,Finance Pagel Total Fee: $ J, U J 3f Date Received: Entered By: Permit#: 3?} CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR ONTRACTOR JOB SITE ADDRESS: ZIP: NAME OF OWNER: PHONE: (home) Z-y 5.Y' (work) MAILING ADDRESS: t 3 lP v V i n c_ �Q�• CITY: ca t M^►' ZIP:S�3S5 CONTRACTOR: IZ AL 001,.�rz s PHONE: CONTACT PERSON: T? ;c IL MOBILE/PAGER: 3-7h3-i q�4 MAILING ADDRESS: CITY: ZIP: . 3 STATE LICENSE: # ARCHITECT/ENGINEER:- PHONE: -(1 33�I,.0 i�fi MAILING ADDRESS: y- 1,, �. l a , ;G, _ "ITY: �.o: �tfi1�S ZIP: r:« NAME: REGISTRATION# TYPE OF WORK: New y Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK (describe in detail): C4M S-,v-�— PF---' STORIES: SQ. FEET OF EACH FLOOR: qpJ NO. OF BEDROOMS: _ GARAGE STALLS: ATT. _'.-� DET. ESTIMATED CONSTRUCTION VALUATION (excluding land): $ Q I U 1 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: NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 9 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 rewired 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 famish 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. Firs—t Middle Last 103 Address I'AJam.-t •�— /SMI {S�5 I (,i Z-t�-73 -(0-)a City State Zip Phone I understand my rights as stated above. Signiture 10 a ! 4 CHECK OFF LIST FOR ISSUAINCE OF PER vHTS FOR OFFICE USE ONLY ADDRESS OR LEGAL: '13 6 O Lt 1 h(E P &AE - PID: DESCPJaMON OF WORK: N E V-s CLE 5 , ZONrN-G REVIEW BY: DATE APPROVED: 1-2-5-61 BUILDING REVIEW BY: DATE APPROYKD: 1- z s • r FEES TO BE CHARGED: disc. Fees Calculated By: PERMIT Yes ,� No PLAN REVIEW Yes ✓ No SEWER CONNECTION STATE SURCHARGE Yes No WATERCONNECTION B.,ryESTIGATION FEE Yes No PARK FEE SAC Yes No _A SITEINSPECTION Number of SAC-Units -rAAiusFelft OTHER (specify) ZONE G CHECK LIST Zoning District: Fire Department: Mw u^k'2' Post Of= MM „A,.a School District: !e+'��r-•�:� - Lot Area: Sq.ft. 6 9, 1-;7Z Acres /.S�6'7 Width 1 j6jy tA 2 Depth Survey Submitted: Yes X No Date of Survey: 12-1C►-oa Proposed Setbacks: Fkaat (Lake): 22 � Right Side: 1�•K Raax,(Street): i o6f + Left Side: ILIA Adjacent Structures: -73 Wetland: Building Height: Def. Hat. Q Peak Hat. 6 Lot Coverage: Grading: Staff Approval Date: /- Z5--O(—. By: d-• 0 Council Approval Date: /•22.01 Septic: Staff Approval Date: Al //} By: Zoning File: # ZL i% Resolution: r Resolution Date: /- 2-2 V 1 Shoreland District: y{S _ Avg. Setback:' [j.�L Bluff, Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' d,J d t�4 G(C Ak- 500-1000' -- Hardcover Variance Required: Yes No Date of Council Approval: REIIA.RKS (in house): 7 J i � BUILDING REVIEW CHECK LIST UBC: r ` - CONSTRUCTION TYPE: vo Sq Footage 5 Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL 00 Estimated Construction Value: $ Zy(�&\0 Inspections Required: Work Requiring Separate Permits: Site ok Plumbing Fire Hardcover Removal _K Mechanical Water Connection Footing Septic Sewer Connection JC Framing Fireplace O� Lawn Irrigation A,Insulation (Masonry) Other Wall Board pr (Mfg.) O' Well (State Permit) OL- Final Grading/Filling C Electrical (State Permit) Other REMARKS (IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: «_________««__«_______ RE`,LkRKS (TO BE NOTED ON PERMIT): 1'6-zkop As Got`T 8 t HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000' EXISTING HARDCOVER IN ZONE A. House x = S.F. Length Width x = S.F. x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Landscape x = S.F. Underlain x = S.F. By Plastic x = S.F. Or Fabric G. Other x = S.F. Y OTAL HARDCOVER IN ZONE - S.F. A It K��� � � XROPERTY AREA IN ZONE - S.F. B A - B x 100 = % PROPOSED HARDCOVER IN ZONE � � A. House 3� x = a��� S.F. l 5 Length Width x = S.F. x = S.F. x = S.F. B. Garage a x (� _ �3�- S.F. 3, `7 C. Driveway x = j �d S.F. -36-10 x = o S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = / S.F. -2!5 x = S.F. F. Landscape x = �' S.F. 2-0) Underlain x = S.F. By Plastic x = S.F. Or Fabric G. Other x = S.F� TOTAL HARDCOVER IN ZONE - �d S.F. A TOTAL PROPERTY AREA IN ZONE i S.F. B A - B L l0 5 x 100 % (r,3-12 2 5 ,Li = 2- 13 - 1 2000 MINNESOTA ENERGY CODE 1-2 Family Residential Dwellings "C001=0IC" WORKSHEET Applicant Name Phone Date Plgns must be clearly marked with: Statement of Compliance: J ❑ insulation R-values, 'lino proposed building desittin represented in ❑ window and skylight U-values, Uneso documents it consistent wiUi Uic building p1a119,spccificalians,and other Applicant Company ❑ size and type of equipment, calculations submitted wiU:the permit 11 location of interior air barrier,vapor retarder application. Tie proposed building has been designed to meddle requirrrnents of Ute and wind wash barrier, Minnesota Energy Coda Building Address: ❑ equipment controls. Applicant MTNTMUM RE UTREMENTS for "Cookbook" Option: t. I~ntr< Doors 1-3/4"solid hood or maxinnnn U-value of Ceiling R-38 (insulation perforniance at xinter design Heating system efficiency: >90 'X APU)✓ 0.40 conditions Foundation 1/2" insulated glass in wood or vinyl franc, Poundation wall insulation R-10 (if a different R-value is Rini joist R-10 Windows* or nlaxinlum U-value of U-0.51 used, adjust the required average window U-value by *Include foundation window total square footage ill Com lctin the worksheet on the next a .,c}. Floor over unconditioned space R-30 calculation of Winclow/Door Arra. Winslow and Door Arca I00 z { b + _ �� o �� WIN U-VALUE As % of Expose]Wall Arca Vin Iniv/Door Arca Gross nll Aren Windotiv/Door Aren Source: NERC or Code Defnuit tnble MAXIMUM AVERAGE WTNDOW U-VALUES FOR R-10 FOUNDATION WALL INSULATION& 90%AFl1E FURNACE Check Wall Maximum Total Window and Door Type Used Area as Percentage of Ex posed Wall: 10% 12% 14% 16% 18"o 1 .20% 1 220,/0 24"n 2G°ii ?$% will Type: Maximum Average Window U-value: --- 2x4, It-I:3 insulation, < 11,-5 sheathing 0.:37 0.:37 0..33 0.28 0.2rn 0.22 1 0.20 0.18 0.17 0.15 2x,1, R-13 insulation, >.R-5 shent.hin 0.:37 0.:37 0.37 0.:37 0.:37 0.3:3 10.80 0.27 0.25 0.23 2x4, 1t-13 insulation, > R-7 shenthin;r 0.37 0.:37 0.:37 0.:17 0.37 0.;:3(3 0.:3:3 0.:30 0.27 0.25 2xG. it-19 insulation, < R-5 sheathing= 0.:37 0.:37 0.:37 0.:37 0.:37 0.:32 0.29 0.27 0.24 0.2:3 2x(3, R-19 insulation, >R-5 shenthingy 0.:37 0.3? 0.37 0.:37 10,37 0.37 0.35 0.32 0.29 1 0.27 2x(3, R-21. insulation, <R-ri sheathing 0.:37 0.37 0.37 0.:37 7 0.35 0.131 0.25) 0.26 0.24- 2xG, R-21 insulation, >R-5 shenthing 0.37 0.37 0.370.-3 7 0.37 0..3(3 0.,3:3 0.30 0.28 NOTE: If foundation wall insulation is either less than R-10 (but not less than R-5), or R-19 and then use the tables appropriate for those values. This is a summary only. Otlicr requirements may apply. Sec the Minnesota Energy Code. - / 9 7 r -e Questions? Call Department of Public Service information Ccntcr al 051 29G 5175 or 900 657 3710. "'� �� �L-- hape 3 Maximum Window U-value with 90% AFUE space heating and R-10 Foundation Wall Insulation Max.Total Window and Door Area as a percent of exposed wall 10% 12% 14% 16% 18% 20% 22% 24% 26% 1 28% ` Wnl1 Type: 2x4,R-13 insulation, <R-5 sheathing 0.37 0.37 0.33 0.28 0.25 1 0.22 0.20 0.18 0.17 0.15 Tx-4,R-13 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 1 0. 3 0.30 0.27 0.25 0.23 2x4,R-13 insulation, >R-7 sheathing 0.37 0.37 0.37 0.37 0.37 0.36 0.33 0.30 0.27 0.25 2x6,R-19 Insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 0.36 0.32 0.2.9 0.27 0.24 0.23 2x6,R-19 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.39 0.35 0.32 0.2.9 0.27 2x6,R-21 insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.35 0.31 0.29 0.26 0.24 2x6,R-21 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.36 j 0.33 1 0.30 1 0.28 Maximum Window U-value with 90% AFUE space heating and R-5 up to R-10 Exterior Foundation Wall Insulation Max. Total Window and Door Area as a percent of exposed wall 10% 12% 14% 16% 18% 20% 22% 24% 26% 280% Wall Type: 254,R-13 insulation, <R-5 sheathing 0.37 0.36 0.30 0.26 0.2%", 0.20 0.18 0.16 0.15 0.14 2x4,R-13 insulation, >R-5 sheathing 0.37 0.37 1 0.37 0.37 0.35 0.31 0.28 0.25 0.23 0.22 2x4,R-13 insulation, >R-7 sheathing 0.37 0.37 0.37 0.37 0.37 0.34 0.31 0.28 0.26 0.24 2x6,R-19 insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 0.34 0.31 0.28 0.25 0.23 0.21 2x6,R-19 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.33 0.30 0.28 0.26 2x6,R-21 insulation, <R-5 sheathing 0.37 1 0.37 0.37 0.37 0.37 0.33 0.30 0.27 0.25 0.23 2x6,R-21 insulation, >R-5 sheathing 0.37 0.37 1 0.37 0.37 0.37 0.37 0.35 0.31 0.257177.2-77 Maximum Window U-value with 90% AFUE space heating and R-19 or qreater foundation wall insulation Max. Total Window and Door Area as a percent of exposed wall 10% 12% 14% 16% 18% 1 20% 22% 240,46 26% 28% Wall Type: 2x4,R-13 insulation, <R-5 sheathing 0.37 0.37 0.34 0.29 0.26 0.23 0.21 0.19 0.17 0.16 2x4,R-13 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.34 0.31 0.28 0.26 0.24 2x4,R-13 insulation, >R-7 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.34 0.31 0.28 0.24 2x6,R-19 insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.34 0.30 0.28 0.25 0.23 2x6,R-19 insulation, >R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.37 0.36 0.33 0.30 0.28 2x6,R-21 insulation, <R-5 sheathing 0.37 0.37 0.37 0.37 0.37 0.36 0.32 0.29 0.27 0.25 2x6,R-21 insulation, >R-5 sheathing 1 0.37 0.37 0.37 1 0.37 0.37 0.37 0.37 0.34 0.31 0.29 This is a summary only. Othcr requirements may,ipply. See the Minnesota Energy Code. / Questions? Call Department of Public Service Information Ccnter at 651 296 5175 or R00 657 3710. I page,i 1 COMM. NO. DFP Planning & Design, Inc. 4797 HWY 10 NE Arden Hills, MN 55112 612-636-6889 Minnesota State Energy Code Calculations Based on Chapter 5 of the Model Energy Code 1992 Edition -- Adopted 1/1/95 Owner: PACZKOWSKI RESIDENCE COMM. NO: 200412 Site Address: Contractor: R.V.C. HOMES Phone: Bldg. Class: Al Lily/Duplex A2, residential < 3 stories Over 3 stories Other GENERAL INFORMATION Note: The section designations ("Section A", "Section B" etc. ) are for convenience in calculations only, and are not related from one set of calculations below to the next. 1. Bldg. Walls Perimeter x Wall heights, = Area ground to eave Section A 50 27.67 = 1383.5 Section B 10 24.5 = 245 Section C 117 16.83 = 1969.11 Section D 0 0 = 0 Gross Wall Area = 3597.61 2. Building dimensions Floor or Ceiling Length x Width = Area Section A 36 46 = 1656 Section B 10 9 = 90 Section C 0 0 = 0 Section D 0 0 = 0 Total floor or ceiling area = 1746 3. Rim Joist Perimeter = 177 Floor joist 2 by (8", 10", 12" or 16") ) : 12 Rim Joist Area = 177 4. Doors Area: 53.8 Thickness (inches) : 0 Perimeter (feet) : 0 Type of construction: ' r 5. Total door's perimeter: 0 6. Windows Manufacturer: SCHERER U factor: 0.37 State approved: YES Type Height x Length :x Number = Total (inches) (Inches) of gla ss SgFt units CASEMENTS 60 26 18 195 CASEMENTS 60 20 14 116.67 CASEMENTS 48 24 1 8 CASEMENTS 36 26 6 39 CASEMENTS 42 26 3 22.75 FIXED 48 48 1 16 A'r7NING 16 36 1 4 FIXED 54 60 1 22.5 FIXED 12 20 11 18.33 FIXED 12 26 4 8.67 ARCH 48 26 3 26 0 0 0 0 0 0 0 0 7. Window glass area (SgFt) = 476.92 Type Height x Length :x Number = Total (feet) (feet) units SgFt 8. Patio Door: 6.85 3 3 61.65 9. Atrium: 6.85 2.6 1 17.81 10. Fireplace area Width: 5 Height: 5 Total Sq Ft = 25 11. Exposed Foundation Height area A: 0.67 Perimeter area A: 177 Sq Ft area A = 118.59 Exposed Foundation Height area B: 0 Perimeter area B: 0 Sq Ft area B = 0 12. SgFt U factor U x A Gross wall area 3597.61 minus Window area 476.92 0.37 176.46 Patio door area 61.65 0.37 22.81 Atrium area 17.81 0.37 6.59 Rim joist area 177 0.029 5.13 Door area 53.8 0.14 7.53 Fireplace area 25 0.17 4.25 Exposed Found. 118.59 0.07 8.3 * Framing area 359.761 0.095 34.18 equals Totals for net wall: 2307.079 0.043 99.2 Totals for gross A * Framing area is 10% of gross wall area 13. Gross wall area x factor below = U x A per code Factor is .11 for A-1 single family & duplex .23 for A-2 and other residential .23 for other buildings .28 for over 3 stories Factor is: 0.11 BTUH = 395.7371 MUST BE > OR = 364.45 (calculated above) 14. Gross ceiling area = 1746 15. Ceiling framing area (10% of ceiling area) = 174.6 16. Joist Area (10% of ceiling area) = 174.6 17. Net ceiling area (Gross ceil. area - Joist area) = 1571.4 18. U ceiling: 0.021 x Net ceil. area = 32.9994 19. U framing: 0.024 x Joist area = 4.1904 20. Total of item 18 x item 19 = 37.1898 21. Gross ceiling area x factor below = U x A per code Factor is .026 for A-1 single family & duplex .033 for A-2 and other residential .06 for other buildings Factor is: 0.026 BTUH = 45.396 MUST BE > OR = 37.1898 (calculated above) ' r 1 Ii R VAi,UC U VALUE 2 X 6 / BUILTIZITE — 1nsi :iL ! .45 (wall) U = l = z Interior Wall R SMALLX9.00 • Insulation • SECTION 1( 2.05 .043 . Sheathing � �. Siding _67 air film _17 Outside ----- � .� 1t '1`OXAL 23-03 . -- - jAv- --- —!` , — Inside air ilr: _ .45 STUD Interior gall SECTIONo -I� Stud - 6 + G.50 (L raining) U Sheathing 2.06 .67 _095 Siding ----- l Outsic� air film .17 X0.53 Interior air film .68 19.00 • RIM /�__ ' Insulation 1 i insoft wo� � iQ-� (Rim Joist) U = a = JOIST �I l 1 c//7c- �GiP 1N�i���1O t> 2.05 $fieatIA09 0 Exterior Wall coverirx) .67 A Exterior air film 17 R Interior air film • _68 mi. Foundation (12 " illock) 1-28 (Foundation) U '` -- Exterior air film .17 :07 `—_ ' R TOTAL I.=_ CULLING wi'cU v1.1-KV ,0 ATUIC :WACI. n10vE R VALUE It VALUC CRAMING CEILING 0.61 Air Film 0.61 36.00 Insulation 44.00 / / ---- 4_38 Joist / 1 _-- _56 Ceiling .56 i 0.61 Air Film 0.61 41.55 Total R 45.78 _024 U R -021 CATHEDRAL CEILING R VALUE R VALUE: FRAMING CEILING 0.61 Inside air film 0.61 _56 Ceiling _56 14.375 Joist(Spacer) - - Insulation 33.85 Air Space .50 _67 Roof decking •_67 __... _06 Celt -06 _44 Shingle .44 0_17 Outside air film 0-17 16.88 'Dotal R 36.86 _059 1 R = U _027 Window infiltration .5 cfm/lineal foot of crack Residential door inCiltcation 0.5 cfm/square foot or door and minimum code requirement Non-residential door infiltration 11.0 cfm/l.ineal foot of crack Ub 12" concrete block no insulation = .781 R 1.28 double glass = .52 Cciple glass = .31 All exterior Walls and ceilings mist have a vapor barrier (0.10) perm max, ) . Vapoc barrier must be on the inside (heated side) of wall_ Vapoc bariecs of Che polyethelene Lhin film have no It value_ A 200412 BED 4 WDW TJ-BeamTI v545 Serial Number 7000005055 2 PCs of 1.75" x 9.5" 2.0E Microllam® LVL BEA",PJSA 1111 10/6/00 11:38.36 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 6' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration, 15 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 200 75 0 to 2'9" Adds to Uniform(plf) Roof(1.25) 800 300 2'9"to 6' Adds to Point(lbs.) Roof(1.25) 0 3300 2'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 5.25" Left Face 1202/2282/3483 Detail R1 SB Shear Blocking (7-1- - 7 1-1 ` . " Right Face 21,188/234:3/4533 Deta;1 R i SP-Sheaf tD,ocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM? DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4169 3102 7897 Passed(39%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 7224 7224 16445 Passed(44%) MID Span 1 under Roof loading Live Defl.(in) 0.030 0.179 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.091 0.269 Passed(L/707) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: L/360, TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. - Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 0 n x 651-636-6889 t, Py 651-638-1412 ------------------------------ Copyright©2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam—is a trademark of Trus Joist Microllam®is a registered trademark of Trus Joist. 200412 MASTER SUITE WDW TJ-Beam^ v5.45 Serial Number:7000005055 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 11:42:23 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 C17 ,[2! ------s' 6" All dig„er�sians are I,urizontal. Product biagram is Cunceptuai. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration,15 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 200 75 5'6”to 8'6" Adds to Uniform(plf) Roof(1.25) 800 300 0 to 5'6" Adds to Point(lbs.) Roof(1.25) 0 3300 5'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 5.25" Left Face 3295/2401 /5696 Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" Right Face 2045/2980/5025 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: - MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5332 4608 7897 Passed(58%) Rt.end Span 1 under Roof loading Moment(ft-Ib) 12210 12210 16445 Passed(74%) MID Span 1 under Roof loading Live Defl.(in) 0.138 0.262 Passed(U687) MID Span 1 under Roof loading Total Defl.(in) 0.307 0.394 Passed(U308) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam—is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. f�d3f 200412 GAR DR TJ-Beam v5.45 Serial Number:7000005055 2 PCs of 1.75 x 9.5 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 1:19:56 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 I n , n Aii dimensions are horizontal. I iouuci Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration, 15 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 200 75 0 to 5' Adds to Uniform(plf) Roof(1.25) 520 195 5'to 10' Adds to Point(lbs.) Roof(1.25) 0 2145 5' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 1587/1713/3300 Detail R1 SB Shear Blocking 2 Column 3.50" 3.5" Right Face 2413/2023/4437 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4307 3593 7897 Passed(45%) Rt.end Span 1 under Roof loading Moment(ft-Ib) 11715 11715 16445 Passed(71%) MID Span 1 under Roof loading Live Defl.(in) 0.174 0.322 Passed(U668) MID Span 1 under Roof loading Total Defl.(in) 0.400 0.483 Passed(U290) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT} The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. 200412 GAR TJ-BeamTm v5.45 Serial Number:7000005055 2 Pcs of 1.75" x 11.875" 2.0E Microllani@ LVL BEAMUSA 1111 10/6/00 1:25:02 PM Page 1 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 n n All dimensions are horizcnaai. r i U: U;ciy u i is L'uilcepwal. LOADS: Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration,15 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Un'tform(ptf) Floor(1.00) 340 128 0 to 7' Adds to Uniform(plf) Roof(1.25) 200 75 0 to 1'6" Adds to Un'lform(psf) Roof(1.25) 200 75 5'3"to 6'3" Adds to Point(lbs.) Roof(1.25) 0 619 1'6" Adds to Point(lbs.) Roof(1.25) 0 619 63" Adds to Point(lbs.) Roof(1.25) 0 3465 6'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Vertical 2x DF/L, SYP 5.25" 1.5" Left Face 1666/1566/3232 Detail H5 2 Column 5.25" 5.25" Right Face 1494/4406/5900 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): H5, R1. HANGERS: REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Top NONE FOUND No N/A No 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5733 1965 7897 Passed(25%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 4430 4084 19942 Passed(20%) MID Span 1 under Floor loading Live Defl.(in) 0.020 0.208 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.045 0.312 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright C 2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. MicrollamOD is a registered trademark of Trus Joist. �P 200412 GAR TJ-BeamTM v5.45"Serial`Number:7WOW5055 2 PCs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 1:25:02 PM Page 2 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Nnt all Products are r.e2c1'., -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. 4'�F­ - . 200412 LAUN WDW TJ-BeamTM v5.45 Serial Number:7000005055 2 PCs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 1:48:52 PM Page 1 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ,n Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 320 120 0 to 6' Adds to Uniform(plf) Roof(1.25) 200 195 1'to 1'9" Adds to Uniform(plf) Roof(1.25) 800 420 4'9"to 5'9" Adds to Point(lbs.) Roof(1.25) 0 481 1' Adds to Point(lbs.) Roof(1.25) 0 2540 1'9" Adds to Point(lbs.) Roof(1.25) 0 3391 4'9" Adds to (1) Point(lbs.) Roof(1.25) 0 1925 5'9" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim, or squash blocks are required at dropped supports.The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 1266/3456/4722 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 1844/6312/8157 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5998 4437 6318 Passed(70%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 5838 5592 13156 Passed(43%) MID Span 1 under Floor loading Live Defl.(in) 0.022 0.179 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.086 0.269 Passed(L/751) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright O 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProT and TJ-Beam'"'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 200412 LAUN WDW `X~4 TJ-BeamTm v5.45 serial`Number:7000005055 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 1:48:52 PM Page 2 of 2 Build Code.124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -hnt a!I products are readI.y 21/3itP la Check ryour/ah : s7)".er or TrisJcl t t,ar n! 1!rciresent..il.ive for nrndl_i,ct -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTA1 and TJ-Beam—are trademarks of Trus Joist. Microllam(g)is a registered trademark of Trus Joist. �. 200412 DINETTE TJ-BeamTM v5.45 Serial Number:7000W5055 3 PCs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 1:59:12 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I I n� ^n Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 400 150 0 to 13'2" Adds to Uniform(plf) Roof(1.25) 100 38 0 to 6' Adds to Tapered(plf) Roof(1.25) 100 to 0 38 to 0 6'to 13'2" Adds to Uniform(plf) Roof(1.25) 200 195 0 to 3'6" Adds to Uniform(plf) Roof(1.25) 800 420 9'to 13'2" Adds to Point(lbs.) Roof(1.25) 0 688 6' Adds to Point(lbs.) Roof(1.25) 0 3483 3'6" Adds to Point(lbs.) Roof(1.25) 0 4533 9' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 4588/6666/11254 Detail A3 1.25"LSL Rim 2 Column„ 5.25" 4" Right Face 6197/7274/13471 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 12893 8487 13965 Passed(61%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 36578 31287 40656 Passed(77%) MID Span 1 under Floor loading Live Defl.(in) 0.188 0.314 Passed(L 799) MID Span 1 under Roof loading Total Defl.(in) 0.501 0.627 Passed(U300) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro—and TJ-Beam—are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. Akes 200412 STUDY WDW TJ-BeamTM v5.45 Serial Number:7000005055 2 PCs of 1.75" X 9.5" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 2:0340 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 1l 2 n� �n Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 400 150 0 to 7' Adds to Uniform(pff) Roof(1.25) 200 75 6'4"to 7' Adds to Point(lbs.) Roof(1.25) 0 5025 6'4" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 1542/890/2432 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 1671 /5405/7076 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 6798 1675 6318 Passed(27%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 4083 4076 13156 Passed(31%) MID Span 1 under Floor loading Live Defl.(in) 0.041 0.213 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.075 0.319 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-Beam—are trademarks of Trus Joist. MicrollamQD is a registered trademark of Trus Joist. 4 ,rx 200412 LIV WDW .-*) 4 W TJ-Beam^ v5.45 Serial Number:7000005055 2 PCs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 208:54 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n� ,n Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 320 120 0 to 7' Adds to Uniform(plf) Roof(1.25) 800 420 0 to 1'2" Adds to Uniform(plf) Roof(1.25) 200 195 5'10"to 7' Adds to Point(lbs.) Roof(1.25) 0 4163 1'2" Adds to Point(lbs.) Roof(1.25) 0 3421 5'10" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 2159/5045/7204 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 1528/4265/5793 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIERS/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 6666 1257 6318 Passed(20%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 6116 5925 13156 Passed(45%) MID Span 1 under Floor loading Live Defl.(in) 0.037 0.213 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.119 0.319 Passed(U642) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U360,TL L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o1c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright©2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro—and TJ-BeamT are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 200412 GRT RM LEFT TJ-BeamTM v5.45 Serial'Number:7000005055 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 2:15:50 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED nr [2� -16'2" LOADS: Product Diagram Is Conceptual. Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 40 15 0 to 16'2" Adds to Tapered(plf) Floor(1.00) 0 to 60 0 to 23 9'to 12' Adds to Uniform(plf) Floor(1.00) 349 128 12'to 16'2" Adds to Point(lbs.) Floor(1.00) 0 165 9' Adds to Point(lbs.) Floor(1.00) 0 80 12' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 859/509/1368 Detail A3 1.25"LSL Rim 2 Column 3.50" 2.25" Right Face 1978/97512953 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2853 2186 7897 Passed(28%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 7015 7015 19942 Passed(35%) MID Span 1 under Floor loading Live Defl.(in) 0.207 0.392 Passed(U910) MID Span 1 under Floor loading Total Defl.(in) 0.334 0.784 Passed(U563) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U480,TLl/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright 0 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. — 200412 GRT RM RIGHT TJ-Beam^" v5.45 Serial Number:7000005055 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 2:16:33 PM Page 1 of 2 Build Cade:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED nr In —16'2" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform lf) Floor(1.00) 40 15 0 to 16'2" Adds to Tapered(plf) Floor(1.00) 0 to 60 0 to 23 9'to 12' Adds to Uniform(plf) Floor(1.00) 349 128 12'to 16'2" Adds to Point(lbs.) Floor(1.00) 0 165 9' Adds to Point(lbs.) Floor(1.00) 0 80 12' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 844/501 /1345 Detail A3 1.25"LSL Rim 2 Microllam®LVL 3.50" Hanger Right Face 1993/982/2976 Detail H1 -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Top WP1411.88 No N/A No 0 N/A 2-N10 2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2801 2209 7897 Passed(28%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 6802 6802 19942 Passed(34%) MID Span 1 under Floor loading Live Defl.(in) 0.197 0.389 Passed(U947) MID Span 1 under Floor loading Total Defl.(in) 0.319 0.778 Passed(U585) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProT1 and TJ-Beam—are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllame is a registered trademark of Trus Joist. 200412 GRT RM RIGHT TJ-BeamTM v5.45 Serial Number:7000005055 2 Pcs of 1.75 x 11.875 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 2:16:33 PM Page 2 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-Beam-are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. 200412 STAIRS TJ-Beam— v5.45 Serial Number:7000005055 2 PCs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 2:20:19 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=12' 2 Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration, 15 Dead,0 Parfition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 40 15 0 to 12' Adds to Uniform(plf) Floor(1.00) 320 120 10'6"to 12' Adds to Point(lbs.) Floor(1.00) 0 2976 10'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 2.25" Left Face -73/-170/-244 Detail A3 1.25"LSL Rim 2 Column 3.50" 3.5" Centered 668/1312/1980 Detail B3 3 Column 3.50" 2.25" Right Face 673/2512/3185 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3092 2305 7107 Passed(32%) Rt.end Span 2 under Dead load Moment(ft-Ib) 3623 3623 19942 Passed(18%) MID Span 2 under Floor ALTERNATE span loading Live Defl.(in) 0.005 0.171 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading Total Defl.(in) 0.027 0.342 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 0 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 4 �"� r UV" 200412 DECK TJ-Beam'*" v5.45 Serial Number:7000005055 3.5" x 11.25" 2.0E Parallam@ PSL BEAMUSA 1111 10/6/00 303:17 PM Page 1 of 1 Build Code 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=22' 13 ri 11' 11' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pff) Floor(1.00) 320 120 0 to 14' Adds to Uniform(plf) Floor(1.00) 180 68 14'to 22' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.50" 4.25" Left Face 1800/673/2473 Detail A3 1.25"LSL Rim 2 Column 5.50" 5.5" Centered 4271 /1794/6065 Detail B3 3 Column 5.50" 4.25" Right Face 1137/401 /1538 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3297 2703 4644 Passed(58%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 6196 6196 12939 Passed(48%) Rt. end Span 1 under Floor loading Live Defl.(in) 0.115 0.267 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.183 0.533 Passed(U701) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL: U480,TL L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Environment Consideration:CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED).28%MAXIMUM MC Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by Trus Joist. Wolmanized®CCA Parallam®material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements by Trus Joist and Hickson Corporation. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro—and TJ-Beam'*"are trademarks of Trus Joist. Parallam®is a registered trademark of Trus Joist. Wolmanized®is a registered trademark of the Hickson Corporation. 200412 DECK TJ-BeamTM v5.45 Serial Number:7005055 5.25" x 14" 2.0E Parallam® PSL BEAMUSA 1111 10/6/00 3:0446 PM Page 1 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 14' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 600 225 0 to 14' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.50" 4.25" Left Face 4493/1872/6366 Detail A3 1.25"LSL Rim 2 Vertical 2x DF/L, SYP 3.50" 2.61" Right Face 4467/1861 /6328 Detail H1 -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Top' NONE FOUND No N/A No 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 6063 5006 8668 Passed(58%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 20274 20274 29334 Passed(69%) MID Span 1 under Floor loading Live Defl.(in) 0.246 0.446 Passed(U651) MID Span 1 under Floor loading Total Defl.(in) 0.440 0.669 Passed(U365) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright C 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro—and TJ-BeamTM are trademarks of Trus Joist. Parallam®is a registered trademark of Trus Joist. Wolmanized®is a registered trademark of the Hickson Corporation. , Z-'- 200412 DECK TJ-Beam^ v5.45 Serial Number:7000005055 5.25 x 14 2.0E Parallam® PSL BEAMUSA 1111 10/6/00 3:04:46 PM Page 2 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The speck product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED).28%MAXIMUM MC Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by Trus Joist. WolmanizedS CCA ParallamS material bearing the Timber Products Inspection, Inc.quality mark is warranted under joint agreements by Trus Joist and Hickson Corporation. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright 0 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro—and TJ-Beam—are trademarks of Trus Joist. ParallarrO is a registered trademark of Trus Joist. Wolmanized®is a registered trademark of the Hickson Corporation. 1 ���� ; 200412 BSMT STAIRS TJ-Beam" v5.45 Serial Number:7000005055 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 3:24:46 PM Page 1 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=12'2" 1 ' I 7i -4'6" 7-8" Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration, 15 Dead, 0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptf) Floor(1.00) 380 143 0 to 5'3" Adds to Uniform(psf) Floor(1.00) 460 173 5'3"to 62" Adds to Tapered(plf) Floor(1.00) 460 to 400 173 to 150 6'2"to 10' Adds to Uniform(plf) Floor(1.00) 400 150 10'to 12'2" Adds to Point(lbs.) Floor(1.00) 0 244 3" Adds to Point(lbs.) Floor(1.00) 0 1980 5'2" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 930/261 /1191 Detail A3 1.25"LSL Rim 2 Column 5.25" 5.25" Centered 3430/3446/6876 Detail B3 3 Microllam®LVL 5.25 Hanger Right Face 1569/692/2262 Detail H1 -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3, H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Top MIT411.88 No N/A No 0 2-16D 4-16D 2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4706 1963 7897 Passed(25%) Lt.end Span 2 under Floor loading Moment(ft-lb) 3918 3918 19942 Passed(20%) Rt. end Span 1 under Floor loading Live Defl.(in) 0.024 0.181 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading Total Defl.(in) 0.037 0.361 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. 200412 BSMT STAIRS TJ-BeamTM v5.45 Serial Number:7000005055 2 PCs of 1.75" x 11.875" 2.0E Mierollam® LVL BEAMUSA 1111 10/6/00 3:24:46 PM Page 2 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro—and TJ-Beam—are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. Gtr 200412 BSMT TJ-BeamTM v5.45 Serial Number:7000005055 3 PCs of 1.75' x 11.875' 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 3:29:10 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n n 20-3" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: V Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 40 15 0 to 20'3" Adds to Point(Ibs.) Floor(1.00) 0 5447 16' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 810/1571 /2381 Detail A3 1.25"LSL Rim 2 Beam 5.25" 4" Right Face 810/4832/5642 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5602 5461 11845 Passed(46%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 21074 21074 29913 Passed(70%) MID Span 1 under Floor loading Live Defl.(in) 0.189 0.491 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.906 0.981 Passed(L/260) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: 0480,TL L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright 0 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. •-d 200412 BSMT WDW TJ-Beam— v5.45 Serial Number:7000005055 2 PCs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 3:41:40 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �F' 7' E Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptf) Floor(1.00) 320 120 0 to 1'3" Adds to Uniform(psf) Floor(1.00) 400 150 1'3"to 7' Adds to Uniform(plf) Roof(1.25) 800 420 0 to 2'9" Adds to Uniform(plf) Floor(1.00) 400 270 0 to 4'9" Adds to Point(lbs.) Floor(1.00) 0 2381 1'3" Adds to Point(lbs.) Roof(1.25) 0 5695 2'9" Adds to Point(lbs.) Floor(1.00) 0 2432 4'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 5.047" Left Face 4555/8695/13249 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 2525/5449/7974 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 12501 6743 7897 Passed(85%) Lt. end Span 1 under Floor loading Moment(ft-Ib) 19656 18188 19942 Passed(91%) MID Span 1 under Floor loading Live Defl.(in) 0.053 0.212 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.188 0.319 Passed(U407) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 200412 BSMT TJ-Beam— v5.45 Serial Number:7000005055 4 Pcs of 1.75" x 18" 2.0E Microllam® LVL BEAMUSA 1111 10/6/00 3:52:20 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED i I F1 n 17' Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 360 135 0 to 7' Adds to Uniform(plf) Floor(1.00) 720 270 7'to17' Adds to Uniform(plf) Floor(1.00) 720 390 T to 17' Adds to Point(lbs.) Floor(1.00) 0 5642 7'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 6495/6327/12822 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 11105/7707/18812 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DES)GN CONTROL CONTROL LOCATION Shear(lb) 18128 14569 23940 Passed(61%) Rt.end Span 1 under Floor loading Moment(ft-lb) 75032 75032 86598 Passed(87%) MID Span 1 under Floor loading Live Defl.(in) 0.296 0.546 Passed(U665) MID Span 1 under Floor loading Total Defl.(in) 0.580 0.819 Passed(U339) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The speck product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 ------------------------------ Copyright®2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTm are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. Multi-Loaded Beam(AISC 9th Ed ASD)Ver. V4052858 By: Terry Mikkelson , D.F.P. PLANNING&DESIGN on: 10-06-2000 Proiect: 200412-Location: BSMT Summary: A36 W 12x45 x 17.0 FT Section Adequate By: 33.8% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.19 IN=U1047 Total Load: TLD= 0.39 IN=U530 End Reactions(Left Side): Live Load: RL1= 6236 LB Dead Load: RD1= 6327 LB Total Load: RTI= 12563 LB End Reactions(Right Side): Live Load: RL2= 10684 LB Dead Load: RD2= 7625 LB Total Load: RT2= 18309 LB Bearing Length Regd.(Left): BL1= 1.25 IN Bearing Length Regd.(Right): BL2= 1.25 IN Bearing for P1: BL P1= 1.25 IN Beam Data: Span: L= 17.0 FT Maximum Unbraced Span: Lu= 17.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 360 PLF Dead Load: wD= 135 PLF Beam Self Weight: BSW= 45 PLF Total Load: WT= 540 PLF Concentrated Load P1: Live Load: PL1= 0 LB Dead Load: PD1= 5642 LB Total Load: PTI= 5642 LB -Location: X1= 7.2 FT Uniform Load (Partially Distributed): Live Load: wL PD= 1080 PLF Dead Load: wD PD= 525 PLF Total Load: wT_PD= 1605 PLF Load Start: A= 7.0 FT Load End: B= 17.0 FT Load Length: C= 10.0 FT Properties for:A36 W12x45 Yield Stress: Fy= 36 KSI Depth: d= 12.06 IN Web Thickness: tw= 0.34 IN Flange Width: bf= 8.05 IN Flange Thickness: & 0.57 IN Distance to Web Toe of Fillet: k= 1.25 IN Moment of Inertia About X-X Axis: Ixx= 350.0 IN4 Section Modulus About X-X Axis(Calculated): Sxx= 58.1 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.15 IN Design Properties per AISC Steel Construction Manual Flange Buckling Ratio: FBR= 7.00 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 36.0 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 17.0 FT Limiting Unbraced Length for Fb=.66*Fv: Lc= 8.492 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= 17.758 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable Bending Stress: Fb= 21.6 KSI Web Width to Thickness Ratio: h/tw= 28.5 Limiting Width to Thickness Ratio for Fv=.4*Fy: AWSL= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Mn= 104580 FT-LB Controlling Moment: Mu= 78139 FT-LB 8.466 FT From Left Support Nominal Shear Strength: Vn= 58177 LB Maximum Shear: V= 18309 LB Moment of Inertia: Ireq= 159 IN4 1= 350 IN4 -DE !'d T E CITY OF ORONO CALLED IN �--�� 40 INSPECTION NOTICE SCHEDULED/ PERMIT NO.0 -3 3 ?S © COMPLET D �! ADDRESS /3 OWNER AIAf, CONTR. TELEPHONE NO. W l� 3 (o 7 � DESCR1P-I W FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP lu 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z COMMENTS: z W a CC O O cc O U- W W cc Q Z W Z W cc j VORK SATISFACTORY:PROCEED 17 PROJECTCOMPLETE U-1 RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. F7 PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED STOP ORDER POSTED.CALL INSPECTOR G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the t inspection 24 hours in advance. 249-4600 Owner/Contra r te: Inspecto White Copylinspector's File Canary Copy/Site Notice �,/ DATE TIME CITY OF ORONO CALLED IN S_O INSPECTION NO SCHEDULED -� PERMIT NO. ? 3 3o COM/P�ET�JED ADDRESS 1J 4o o V_t n.t Yom..!(._- OWNER CONTR. 020(1 TELEPHONE NO. 71w_3 DESCRIPTION , lye 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING AMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS O INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z COMMENTS: cc W CL. cc J O cc C� i O W W Cr Q Z W z W QC j W ORK SATISFACTORY:PROCEED PROJECT COMPLETE cc W ❑ CORRECT WORK&PROCEED F, ISSUE CERTIFICATE OF OCCUPANCY CZ El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. F_ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR F CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 Owner/Contra t r on site: Inspector:/GSL 5 White Copy/inspector's File Canary Copy/Site Notice CITY OF ORONO CALLED IN DATE TIME INSPECTION NOT SCHEDULED G rt.t PERMIT NO. COMPLETED 2-5 ADDRESS Z, E hL OWNER —7 CONTR. Af 141ekS - TELEPHONE NO. !(p3 �J�d D ION /E� /�OCJ fi.CJG S 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W a O t cc Q j2 `�r S l �G z W W cc O Wj ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W RRECT WORK 8 PROCEED El CERTIFICATE OF OCCUPANCY �O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 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. � White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT SCHEDULED �L 00 til PERMIT NO. 336000MPLETED ADDRESS !/ OWNER 2 CONTR. TELEPHONE NO. 7&3 DESCRIPTION Uj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04L BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FIN 14 SEWER HOOK-UP 06 PROGRESS M_brM_O-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc a cc 4u �- o -- 4. W .7 UJ G-� J�X y z 1�C d ✓S cc L- �� d LU ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY Q 'gCORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING 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/Contr_ r on site- Inspector. ite:Inspector. White Copy/Inspector's File Canary Copy/Site Notice v DATE TIME CITY OF ORONO CALLED IN 7`J9 INSPECTION NOTICE SCHEDULED ' PERMIT N0.-P-0,33&0 COMPLETED ADDRESS 2360 kllA)t P-ZACC OWNER CONT,R. �r'I�C fla-fS TELEPHONE NO. DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W a 0 71-101Q a cc 0 W CC Q z W z W CrIORKSATISFACTORY:PROCEED OJECTCOMPLETE W ❑—CORRECT WORK&PROCEED SUE 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 OwnedContr ctor on site: Inspector '4 White Copylinspector's File Canary Copy/Site Notice