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HomeMy WebLinkAbout2001 - P04014 - new structure PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: P04014 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 7/19/2001 SITE ADDRESS: 950 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-44-0017 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 101 Permit Class: Building Permit Type: New Structure Permit Sub-type(s): New Home- Single Family DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Firepiace Water Connection Sewer Connection irrigation Electrical (state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 3,851.25 Valuation: $ 630,000.00 Plan Review Fee: $ 2,503.34 State Surcharge Fee: $ 315.00 SAC Fee: $ 1,150.00 TOTAL FEE: $ 7,819.59 APPLICANT: Le Gran Homes OWNER: Willow View Developers LLC 1521 -94th Lane NE 1521 94th Lane NE Blain,MN 55449 Minneapolis,MN 55449 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 .1 NNESOTA BUILDI CODE REQUIREMENTS. io .-4 1110.1LA - / (),A-et - (N,1-44--) APPL ANT PERMITEE I NATURE ISSUED BY SIGNATURE Copies: 1-File(Signitures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Pagel Jun-25-2001 01:52pm From-CITY OF ORONO +9522494616 T-298 P.001/002 F-611 �r� / 9 } _/ • L-, Date Received: •�'� Total Fee: $ Permit#: f:'� �s1�/ l Entered By: /7� ,�; ,7%r / - CITY la OR"ONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: -^!(circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: LZ77- (o NAME OF OWNER: _ PHONE: (home) (work) MAIL P'G ADD'I S: . CITY: • CONTRACTOR: -.11„Lieziy-t PHONE: CONTACT PERSON:_PI It-e 1<a.se- _MOBILE/PAGER: (2.-a98- MAILING ADDRESS: !a-1 ... sane_ Mt.. .CITY: ZIP: STATE LICENSE: # 001351- k... 1"'" �ARCHITECT/ENGINEER:'t LAtu1J\,.WSL-LPHONE: �1 ZIP: 55 t zT MAILING ADDI2FSS:y?q7 W'yJ''..40y /1) CITY:A,d e,. 14/h REGISTRATION# TYPE OF WORK: New ✓ Addition Accessory Structure,__ Move • Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): b. STORIES: SQ.FEET OF EACH FLOOR: j..{ -in Ib6tp 2rri.Reetz167{ NO. OF BEDROOMS:• 5 . GARAGE STALLS: ATT. 3 _ DET. •-. =-__ ESTIMATED CONSTRUCTION VALUATION (excluding land): $ 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: b"c>S- O NOTE! parade of lomes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. Jun-25-2001 01:52pm From-CITY OF ORONO +9522494616 T-298 P.002/002 F-611 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 ask,d to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data avidin the collecting trate 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(Mtn his supplying or refusing to supply private or connde:dal 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 az individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5, to alaw enforcement officer. ate co -ssioner of revenue may 'lace the notice reejired under this subdivisio in the individual ' come tax or aroaertv tax refund instructions inste'_L of out[hose�rrs. Subd-3. access to data by individual. Upon request to a res`oasibie authority,an individual shall be informed whether he is the subject of scored 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 hint and.if he desires,shah be informed of the content and meaning of that data. After an individual has been shown the private data and morn ed of its meaning.the dam need not be disclosed to him for six months theres:*.er unleSs a dispute or action pursuant to this section is rending or additional data on the individual has been collected or created. Theresponsible authority shall provide copies of the private or public data upon requas:by the individual subject of the data. The responsible authority may require die requesting person to pay the actual costs of making,ccr_'ging.and compiling the copies. The responsible authority shall comply immediately,if possibl=,with any request made pursuant to this subdivision,or within five days of the date of the rec_esc.excluding Saturdays.Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that rime,i'a 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 dam concerning himself. To exercise this right,an individual shall notify is writing the responsible authority describing the nature of the disagremeut. 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 he disclosed only if the individual's statement of disagree.ant is included with the disclosed data. The de:ermination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act vetoing to contested cases. . • DATA PRrVACY ADVISORY In actor ince 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 deparzmentS may require you to furnish certain private or confidential i;-.formation. • 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. •• g. 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. r !Z� v i.k.Z+ l to $C, -e First _ Middle Last 5 [ Address I�1 1 y7 ,F 575e . Cy hone City State Zip P I understand y rig as state bove. ( ,11111i .> 4116 Signature CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: R 5 o W[tst o w V t lsw og PID: DESCRIPTION OF WORK: N tr us (Z4=S ZONING REVIEW BY: _•! S DATE APPROVED: 7 - I -O BUILDING REVIEW BY: A�!; / DATE APPROVED: -1 t FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes c/ No PLAN REVIEW Yes — No SEWER CONNECTION STATE SURCHARGE Yes t/ No WALER ER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes / No SITEINSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: /2.g.- I(3 Fire Department: Lo N3L5(h((X' Post Office: CoN 6 (Mets School District: b(7--bN O Lot Area: Sq.ft. 50,52.5,t, Acres I. t to Width (1,7• S A0-° Depth 301.5 Survey Submitted: Yes p( No Date of Survey: 4- 1.1,0A Proposed Setbacks: Front(Lake): Li6 4. Right Side: Z Rear (Street): Ict°I Left Side: 3c Adjacent Structures: N hi Wetland: MO' Building Height: Def. Hgt. 2°1. S Peak Hgt. 5- Lot Lot Coverage: 0.14. Grading: Staff Approval Date: 1-16 By: /"- Council Approval Date: — Septic: Staff Approval Date: N /i4 By: Zoning File: # /J/' Resolution: # Resolution Date: Shoreland District: Avg. Setback: Bluff Setback: — Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 7 N BUILDING REVIEW CHECK LIST UBC: 2 '3 CONSTRUCTION TYPE: N/A.) Sq Footage $ Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ (.30,()t7OQ° Inspections Required: Work Requiring Separate Permits: Site pc Plumbing Fire Hardcover Removal of Mechanical Az Water Connection 0( Footing Septic .c Sewer Connection c Framing „osFireplace A Lawn Irrigation Insulation (Masonry)4 Other Wall Board PI (Mfg,) Well (State Permit) Final Grading/Filling _ Electrical (State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 8 PitF.�.U410P Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE: 201148 COUNTY: Hennepin 95o („/I I'b UI STATE: Minnesota -J lJ� ZONE:2 CONSTRUCTION TYPE: Single Family DATE: 05/16/01 DATE OF PLANS: 5/16/01 PROJECT INFORMATION: WILLOW VIEW MODEL L06,B03 -WILLOW VIEW COMPANY INFORMATION: LEGRAN HOMES CORP. COMPLIANCE: Passes Maximum UA= 787 Your Home=577 26.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Raised or Energy Truss 1674 44.0 0.0 37 Wall 1: Wood Frame, 16"o.c. 4989 19.0 0.0 253 Window 1: Above Grade, Vinyl Frame, Double Pane with Low-E 576 0.320 184 Door 1: Solid 50 0.140 7 Door 2: Glass 82 0.320 26 Basement Wall 1: Solid Concrete or Masonry,9.0'ht/8.5'bg/9.0' insul 801 11.0 0.0 44 Basement Wall 4: Solid Concrete or Masonry, 9.0'ht/4.5'bg/9.0' insul 351 11.0 0.0 26 Furnace 1: Forced Hot Air, 90 AFUE Proposed and Maximum U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.320 0.370 Includes Foundation Windows> 5.6 112 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building - N plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1999 Minnesota Energy Code requirements in MECcheck Version 3.2 Release 1. Builder/Designer Date P$Yd UIJ� LU 140 tvtrDt or�tn q ', Ti-Beam".' ',5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL aEAMUSA ;1111 4/20/01 4:00:55 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 Overall Dimension=11' 8" 1 5-0 4'4" - 7'4" 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) 180 68 0 to 6' Adds to Uniform(plf) Roof(1.25) 270 101 6'to 11'8" Adds to Point(Ibs.) Roof(1.25) 0 990 6'2" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 321 /-113/208 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 1953/1832/3785 1 9.5" Detail R7 3 Column 3.50" 3.5" 965/533/1498 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1, R7. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 2490 2174 7897 Passed(28%) Lt. end Span 2 under Roof loading Moment(ft-lb) 2686 2686 16445 Passed(16%) Lt. end Span 2 under Roof loading Live Defl.(in) 0.026 0.239 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.048 0.358 Passed(U999+) MID Span 2 under Roof ALTERNATE span 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. -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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 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. 2.U114t3 lVl/A I VVUVV TJ-Beam'' '555 Serial Number.700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL 8EAMUSA 1111 4/20/01 4.29.55 PM Page 1 of 1 Build Code.146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 1 � X14 5,W. 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) 180 68 0 to 3' Adds to Uniform(plf) Roof(1.25) 703 264 3'to 4'6" Adds to Uniform(plf) Roof(1.25) 730 274 4'6"to 5'8" Adds to Point(lbs.) Roof(1.25) 0 4949 3' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5-25" 5.25" 913/2681 /3593 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 1760/3325/5085 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4751 2959 5686 Passed(52%) Rt. end Span 1 under Dead load Moment(ft-lb) 8267 6794 11840 Passed(57%) MID Span 1 under Dead load Live Defl.(in) 0.018 0.168 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.092 0.252 Passed(U660) 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 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 yd�L1�� 2U1146 SI I I INCA VVUVV TJ-Beam"" x5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA'1111 4/23/01 8:30:31 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 I —10'4" 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) 160 60 0 to 5'6" Adds to Uniform(plf) Roof(1.25) 800 300 5'6"to 10'4" Adds to Point(lbs.) Roof(1.25) 0 6445 5'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) • WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1707/3701 /5408 1 11.9" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 3453/4798/8251 1 11.9" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7886 6586 9871 Passed(67%) Rt. end Span 1 under Roof loading Moment(ft-lb) 23733 17893 17948 Passed(100%) MID Span 1 under Dead load Live Defl.(in) 0.116 0.324 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.419 0.485 Passed(U278) 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 2'1"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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 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. Gl%1140 U t-<.i h.IVi VVIJVV g44ii/c:17. 7J-Bea,,,*M yF FS Serial Number:700103477 2 Pcs of 1.75„ x 14" 2.4E Mic_roIlam® LVL 8EAMUSA .1111 4/23/01 8:3350 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 1 � Ri j�2 12'8" r, 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) 800 300 0 to 3'9" Adds to Uniform(plf) Roof(1.25) 760 285 3'9"to 12'8" Adds to Point(lbs.) Roof(1.25) 0 3634 3'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 5197/4631 /9828 1 14.0" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 5086/3030/8117 1 14.0" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): Ri. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 9463 7954 11638 Passed(68%) Lt. end Span 1 under Roof loading Moment(ft-lb) 27100 27100 33880 Passed(80%) MID Span 1 under Roof loading Live Defl.(in) 0.273 0.401 Passed(U529) MID Span 1 under Roof loading Total Defl.(in) 0.504 0.602 Passed(U287) 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning& Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 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. Wy4�7U 7_ LUl 14ti titU L VVUVV TJ-BeamT. 'v5.55 Serial Number.700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL I3EAMUSA'1111 4123/01 8:36:59 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 5111/E%' L J 7.4.. 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) 540 203 0 to 4'9" Adds to Uniform(plf) Roof(1.25) 200 75 4'9"to 7'4" Adds to Point(lbs.) Roof(1.25) 0 2268 4'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1996/1552/3548 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 1379/2052/3431 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3325 3014 7897 Passed(38%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 6726 6726 16445 Passed(41%) MID Span 1 under Roof loading Live Defl.(in) 0.055 0.224 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.128 0.335 Passed(U629) 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 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. yA,GfiJ 201148 FOYER WDW TJ-Beam'" v5.55 Serial Number:700103477 2 Pcs of 1/5" x 9.5" 2.0E Microllam® LVL BEAMUSA '1111 4/23/01 8:40:11 AM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 1 11 t2 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) 760 285 0 to 1'9" Adds to Uniform(plf) Roof(1.25) 200 75 1'9"to 6' Adds to Point(lbs.) Roof(1.25) 0 6951 1'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1592/5717/7309 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 828/2197/3025 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 6962 5337 5686 Passed(94%) Lt. end Span 1 under Dead load Moment(ft-Ib) 8862 7759 11840 Passed(66%) MID Span 1 under Dead load Live Defl.(in) 0.017 0.179 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.099 0.269 Passed(U649) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: L/360,TL:L1240). -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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-BeamT"is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. yVG /t 201148 CCK I KM KIGH I TJ-Beamn' v5.55 Serial Number.700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA'1111 4/23/01 9:41 48 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 - [ 1 �2 19'10" 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) 54 20 0 to 19'10" Adds to Point(Ibs.) Floor(1.00) 0 1272 15' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 933/762/1695 1 11.9" Detail A3 1.25"LSL Rim 2 Microllam®LVL 3.50" Hanger 931 /1432/2363 1 11.9" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, Hi. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top MIT411.88 No N/A No 0 -Nailing: Right(MIT411.88)-Face: 2-10d,Top: 4-10d, Member:2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2322 2183 7897 Passed(28%) Rt. end Span 1 under Floor loading Moment(ft-lb) 9703 9703 19942 Passed(49%) MID Span 1 under Floor loading Live Defl.(in) 0.308 0.481 Passed(U749) MID Span 1 under Floor loading Total Defl.(in) 0.689 0.961 Passed(U335) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):Ail 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 D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pron'and TJ-Beam T"'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. LU 114ti CCK I KIVI I 4W GAJ* 'TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA' 1111 4/23/01 9:41:48 AM Page 2 of 2 Build Code:146 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-Beamn'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. . � � 2U114b CCK I KM LEI-I TJ-Beam'' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL 'BEAMUSA• 1111 4123101 9:40.05 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4- 19' 19' 10" 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) 54 20 0 to 19' 10" Adds to Point(lbs.) Floor(1.00) 0 1272 15' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 939/771 /1710 1 11.9" Detail A3 1.25"LSL Rim 2 Column 3.50" 2.25" 925/1423/2348 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2325 2168 7897 Passed(27%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 9880 9880 19942 Passed(50%) MID Span 1 under Floor loading Live Defl.(in) 0.316 0.484 Passed(U735) MID Span 1 under Floor loading Total Defl.(in) 0.709 0.968 Passed(U328) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480,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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 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. 4 gist W LU1146 S I HIKS TJ-Beam'" v5.55 Serial Number 700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL 'BEAMUSA' 1111 4/23/01 9:48:52 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=24'2" � I 2 �r3 8'2" 16' 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) 480 180 0 to 4' Adds to Uniform(plf) Floor(1.00) 100 38 4'to 18'10" Adds to Uniform(plf) Floor(1.00) 390 146 18' 10"to 22' Adds to Uniform(plf) Floor(1.00) 600 225 22'to 24'2" Adds to (1) Point(lbs.) Floor(1.00) 0 2348 2" Adds to Point(lbs.) Floor(1.00) 0 2363 18' 10" 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 LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 3.50" 2.25" 1655/2329/3985 1 11.9" Detail A3 1.25"LSL Rim 2 Column 3.50" 3.5" 3241 /2862/6103 1 11.9" Detail B3 3 Column 3.50" 2.25" 2593/2393/4986 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4837 3843 7897 Passed(49%) Rt. end Span 2 under Floor ALTERNATE span loading Moment(ft-lb) 14542 14542 19942 Passed(73%) MID Span 2 under Floor ALTERNATE span loading Live Defl.(in) 0.214 0.396 Passed(U887) MID Span 2 under Floor ALTERNATE span loading Total Defl.(in) 0.511 0.792 Passed(U372) 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 D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro TTM and TJ-BeamT"'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist wAef 2U114b S I AIRS TJ-Beam" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA ,1111 4/23/01 9:48:52 AM Page 2 of 2 Build Code:146 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright 0 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro T"'and TJ-Bea"'are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. 1-y4 Gk!* 2011413 KU PA 110 DR ,TJ-Beam " v5.55 Serial Number.700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL • BEAMUSA 1111 4/23/01 10:17:46 AM Page 1 of 1 Build Code 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7' 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) 200 75 0 to 9" Adds to Uniform(plf) Roof(1.25) 720 270 5'9"to 7' Adds to Point(Ibs.) Roof(1.25) 0 3593 9" Adds to Point(Ibs.) Roof(1.25) 0 5085 5'9" Adds to • SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1457/4673/6129 1 9.5" Detail A3 1.25" LSL Rim 2 Column 5.25" 4" 2113/5408/7522 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7055 5717 6318 Passed(90%) Rt. end Span 1 under Floor loading Moment(ft-lb) 6278 6061 13156 Passed(46%) MID Span 1 under Floor loading Live Defl.(in) 0.037 0.213 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.117 0.319 Passed(U654) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: L/360, 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM'and TJ-Beam'"'are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. - 201148 FOYER DR ?old G7cl "`'eri "Nu 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL ,TJ-Beam v5.55 Serial Number:700103477 BEAMUSA 1111 4/23/01 10:5925 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 _i_� -LL 1 ALill 7• 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) 760 405 0 to 10" Adds to Uniform(plf) Roof(1.25) 130 49 0 to 7' Adds to Uniform(plf) Roof(1.25) 200 195 6'3"to 7' Adds to Point(Ibs.) Roof(1.25) 0 7309 10" Adds to Point(Ibs.) Roof(1.25) 0 3025 6'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1215/7507/8723 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 758/3823/4581 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 8283 961 7897 Passed(12%) Rt. end Span 1 under Roof loading Moment(ft-lb) 4241 3767 11840 Passed(32%) MID Span 1 under Dead load Live Defl.(in) 0.017 0.213 Passed(L/999+) MID Span 1 under Roof loading Total Defl.(in) 0.078 0.319 Passed(U976) 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 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. qedre_ 201148 LAUND WDW ,TJ-Beam'" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA. 1111 4/23/01 11:33.36 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 6"— 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) 330 124 0 to 3'6" Adds to Uniform(plf) Roof(1.25) 800 420 6"to 3'6" Adds to Point(Ibs.) Roof(1.25) 0 3680 6" Adds to Point(Ibs.) Roof(1.25) 0 3734 1' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1652/7068/8720 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2043/2125/4167 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 8558 2031 7897 Passed(26%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 3778 2900 11840 Passed(24%) MID Span 1 under Dead load Live Defl.(in) 0.008 0.096 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.023 0.144 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam"are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 201148 SCREEN PORCH TJ-Beare" v5.55 Serial Number:700103477 5.25" x 9.25" 2.0E Parallam® PSL BEAMUSA 1111 4/23/01 11:46:52 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -j-2] 12'6" 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) 280 105 0 to 12'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.50" 4.25" 2000/860/2860 1 9.2" Detail A3 1.25"LSL Rim 2 Column 5.50" 4.25" 2000/860/2860 1 9.2" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2708 2298 5727 Passed(40%) Lt. end Span 1 under Floor loading Moment(ft-Ib) 8010 8010 13409 Passed(60%) MID Span 1 under Floor loading Live Defl.(in) 0.250 0.296 Passed(U569) MID Span 1 under Floor loading Total Defl.(in) 0.451 0.592 Passed(U315) 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. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ 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 TJ. Wolmanized® CCA Parallam®material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements by TJ and Hickson Corporation. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning& Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 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. 47/^11/4 ./7 201148 DECK TJ-Beam'" v5.55 Serial Number:700103477 5.25" x 9.25" 2.0E Parallam® PSL BEAMUSA 1111 4/23/01 11:48 08 AM Page 1 of 1 Build Code. 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 2 13'6" 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) 240 90 0 to 13'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.50" 4.25" 1890/828/2718 1 9.2" Detail A3 1.25" LSL Rim 2 Column 5.50" 4.25" 1890/828/2718 1 9.2" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 2583 2223 5727 Passed(39%) Lt. end Span 1 under Floor loading Moment(ft-lb) 8289 8289 13409 Passed(62%) MID Span 1 under Floor loading Live Defl.(in) 0.299 0.321 Passed(U514) MID Span 1 under Floor loading Total Defl.(in) 0.545 0.642 Passed(U283) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480,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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ 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 TJ. Wolmanized® CCA Parallam®material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements by TJ and Hickson Corporation. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pron4 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. l' 201148 EXER WDW f 4- ft SJ-Beam'",v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 4/23/01 11.57 47 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED _ 1 2 8' 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) 640 240 0 to 8' Adds to Uniform(plf) Floor(1.00) 400 270 6'8"to 7'3" Adds to Uniform(plf) Roof(1.25) 800 720 6'8"to 8' Adds to Point(Ibs.) Floor(1.00) 0 11139 6'8" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2732/2437/5168 1 9.5" Detail A3 1.25"LSL Rim 2 Column 7.00" 6.073" 4008/11933/15942 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 14812 3965 6318 Passed(63%) Lt. end Span 1 under Floor loading Moment(ft-Ib) 12575 12358 13156 Passed(94%) MID Span 1 under Floor loading Live Defl.(in) 0.105 0.241 Passed(U829) MID Span 1 under Roof loading Total Defl.(in) 0.275 0.361 Passed(U315) 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 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. 201148 GAME RM PATIO DR J-BeamT" v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA '1111 4/23/01 12'50.24 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED N ! r �� 12'4" 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 12'4" Adds to Uniform(plf) Roof(1.25) 760 285 9'3"to 11' Adds to Uniform(plf) Roof(1.25) 200 195 11'to 12'4" Adds to Point(Ibs.) Roof(1.25) 0 8117 9'3" Adds to Point(Ibs.) Roof(1.25) 0 5617 11' Adds to • SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2938/3624/6561 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4.369" 4086/13116/17202 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 16884 9038 11845 Passed(76%) Rt.end Span 1 under Floor loading Moment(ft-lb) 32053 30049 29913 Passed(100%) MID Span 1 under Floor loading Live Defl.(in) 0.169 0.390 Passed(U832) MID Span 1 under Roof loading Total Defl.(in) 0.538 0.585 Passed(U261) 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning& Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM'and TJ-Beam."are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. a 1 ��//�C � 201148 MEDIA WDW TJ-BeamTM' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 4/23/01 1:00:40 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1'% �I2' 5'8" 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 5'8" Adds to Uniform(plf) Floor(1.00) 320 240 0 to 5'8" Adds to Uniform(plf) Roof(1.25) 540 323 0 to 3' Adds to Point(lbs.) Floor(1.00) 0 5198 3' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3160/4253/7413 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2313/4091 /6404 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S I BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 6811 4709 6318 Passed(75%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 11345 10434 13156 Passed(79%) MID Span 1 under Floor loading Live Defl.(in) 0.039 0.168 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.131 0.252 Passed(U463) 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 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. WI/VC/4Y I/V�C/4Y 201148 BSMT TJ-BeamTM v5.55 Serial Number:700103477 3 Pcs of 1.75 x 11.875 2.0E Microllam® LVL 'BEA MUSA• 1111 4/23/01 1:02:30 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4L 421 12'8" 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) 420 158 0 to 4' Adds to Uniform(plf) Floor(1.00) 680 255 4'to 8'9" Adds to Uniform(plf) Floor(1.00) 600 150 8'9"to 12'8" Adds to (1) Point(lbs.) Floor(1.00) 0 8306 12'5" 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 LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3624/1429/5053 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 4143/9716/13859 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 5296 4379 11845 Passed(37%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 16447 16447 29913 Passed(55%) MID Span 1 under Floor loading Live Defl.(in) 0.232 0.401 Passed(U624) MID Span 1 under Floor loading Total Defl.(in) 0.319 0.602 Passed(U453) MID Span 1 under Floor 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. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business, TJ-Pro''and TJ-BeamTM are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. iyd/7it 201148 BSMT TJ-BeamTM v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam0 LVL BEAMUSA 1111 4/23/01 1:02:30 PM Page 2 of 2 Build Code:146 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-BeamTM are trademarks of Trus Joist. Microllarn®is a registered trademark of Trus Joist. LJ�y�;?,4t. Lutt4a k..,/-c TJ-BeamT" v5.55 Serial Number.700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL •BEAMUSA 1111 4/23/01 1:33:48 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 42 13'6" 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) 64 24 0 to 13'6" Adds to Point(lbs.) Floor(1.00) 0 2571 12' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 3.50" 2.25" 694/556/1251 1 9.5" Detail A3 1.25"LSL Rim 2 Beam 5.25" 4" 710/2665/3375 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 3327 3188 6318 Passed(50%) Rt. end Span 1 under Floor loading Moment(ft-lb) 4932 4932 13156 Passed(37%) MID Span 1 under Floor loading Live Defl.(in) 0.142 0.326 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.325 0.651 Passed(U481) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480,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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning& Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 • Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro TM'and TJ-Beam1"are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist - . 2U 1 14b I�HK TJ-Beam'"*. v5.55 Serial Number 700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL •BEAMUSA 1111 4/23/01 1:35:37 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 11' �2 13'6. 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) 64 24 0 to 13'6" Adds to Point(lbs.) Floor(1.00) 0 3785 12' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 3.50" • 2.25" 694/667/1361 1 9.5" Detail A3 1.25"LSL Rim 2 Beam 5.25" 4" 710/3769/4478 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4431 4291 6318 Passed(68%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 5864 5864 13156 Passed(45%) MID Span 1 under Floor loading Live Defl.(in) 0.142 0.326 Passed(U999+) MID Span 1 under Floor loading • Total Defl.(in) 0.381 0.651 Passed(U410) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480,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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro T"'and TJ-BeamT"are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 2U1148 GAR TJ-BeamT" v5.55 Serial Number.700103477 3 Pcs of t75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 4/23/01 1:51:10 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 I 1 1n 16'6," '. 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) 270 102 0 to 7'9" Adds to Uniform(plf) Floor(1.00) 360 135 7'9"to 12'4" Adds to Uniform(plf) Floor(1.00) 320 120 12'4"to 16'6" Adds to Point(lbs.) Floor(1.00) 0 4478 4'9" Adds to Point(Ibs.) Floor(1.00) 0 3375 12' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Vertical DF/L, SYP 5.25" 1.997" 2739/5319/8057 1 14.0" Detail H1 2 Microllam®LVL 5.25" 1.98" 2997/5026/8023 1 14.0" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1. HANGERS: REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top NONE FOUND No N/A No 0 Right Top NONE FOUND No N/A No 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7862 7340 13965 Passed(53%) Lt. end Span 1 under Floor loading Moment(ft-lb) 32106 32106 40656 Passed(79%) MID Span 1 under Floor loading Live Defl.(in) 0.215 0.391 Passed(U872) MID Span 1 under Floor loading Total Defl.(in) 0.662 0.781 Passed(U283) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: 0480,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 D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Prov"and TJ-BeamT'A are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. W 201148 GAR TJ-Beam,,.,,1�5 G1E7* ri I Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 4/23/01 1:51:10 PM Page 2 of 2 Build Code: 146 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro''and TJ-Beam TTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 201148 GAR TJ-Beam-"' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL 'BEAMUSA 1111 4/23/01 1:53:48 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 n 16'6" 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) 270 24 0 to 16'6" Adds to Uniform(plf) Roof(1.25) 110 38 10'3"to 16'6" Adds to Point(lbs.) Floor(1.00) 0 8023 11'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2656/2850/5507 1 14.0" Detail A3 1.25"LSL Rim 2 Vertical DF/L, SYP 5.25" 2.364" 3146/6389/9535 1 14.0" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top NONE FOUND No N/A No 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 9309 8312 13965 Passed(60%) Rt. end Span 1 under Floor loading Moment(ft-lb) 37086 35852 40656 Passed(88%) MID Span 1 under Floor loading Live Defl.(in) 0.214 0.394 Passed(U882) MID Span 1 under Roof loading Total Defl.(in) 0.655 0.788 Passed(U289) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/480,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 D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 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. 201148 GAR TJ-BeamTM v5.55 Serial Number:700103477 3 Pcs of t75" x 14" 2.0E Microllam® LVL • BEAMUSA 1111 4/23/01 1:53:48 PM Page 2 of 2 Build Code:146 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(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ 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 TJ Associate. -Not all products are readily available. Check with your supplier or TJ 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 TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro'"'and TJ-BeamTM'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICSCHEDULED 7.V_141PERMIT NO. G.) 4/C/L/COMPLETED — '� ADDRESS / 9SC (..- f /( O 'l E G i O 2, OWNER CONTR. (3(04 TELEPHONE NO. &10 ^0 TL) I _) DESCRIPTION HOT/A/9 Lj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 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 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 cC OWN ERICONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cc cc (1--- te) cc 0 CC W CC ▪ .• NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W (❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.l BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contrac or on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO C LLED IN /t� INSPECTION NOT A 4C,k A SCHEDULED 1 1 ( q PERMIT NO. L) ��COMPLETED ADDRESS 950 LL` 1 l L ()LW U,/t.(C( ) OWNER CONTR. k (—'-7(?',c ") TELEPHONE NO. 5 DESCRIPTION V\O�,( — l _ ) • 01 FOOTING 11 MECHA EXCAV/ R ING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 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 6. 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL a 36 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU: YES_NO \_ C�`- i�. \_ \, COMMENTS: / _ce)__ )41- f � i► so. k .01.1,. 16 e,� wL I %y%� gal _ • _ ; , _ W L � hic; e/ 777 ,LL Q 1... P eta z Li' g .5f'�-c..Ti pAi /2 e 0/ /v0T pL =-- -L//41ty101z-,/ ("--- /7yLuORKSATISFACTORY:PROCEED 'OJECTCOMPLETE LU ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY - Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ' O� BEFORE COVERING o` f PERMANENT IDCORRECT UNSAFE CONDITION WITHIN HOURS. ;)16; INSPECTOR WILL RETURN II PHOTO TAKEN r ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection hours in advance. (952) 249-4600 Owner/C actor Q site: Inspector. L i 4// '- lte Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOIcESCHEDULED PERMIT NO. /'�''CJ C/Vr f COMPLETED 74/'CY 2_C 0 ADDRESS =j`,�-O LJ'% Il o yJ e i OWNER CONTR. TELEPHONE NO. ti D TION 14.1 .1 FOO •• 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING vt 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS tel 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 LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES NO COMMENTS: cc a O e l(7v�- 1,,,16:. I�r 7 ► '60 4-4D y"� j c2 y` tE7 ccrn(kr) 0 cc Q z cc d W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CC W ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CJ ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY OW BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE / SCHEDULED a2,(<,1-7 1) ,3o 9 TI PERMIT NO. ,"" O qO/7 COMPLETED ADDRESS c57(9 (, )( /1d7L) 1t et,L) OWNER CONTR. Z- CrrCk-l) TELEPHONE NO. 6 /L9i 590 .S / • DESCRIPTION tc'tS,/( 1611 44 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 F:s„ 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULA • 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 '•LL 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 o COMMENTS: trtW a. cc O cc O W cc c W Z W it oRK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE tcreai ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for theext in ction 24 hours in advance. (952) 249-4600 Owner/Contra Inspect r. hite Copy/Inspector's File Canary Copy/Site Notice I6 (i . — DATE TIME CITY OF ORONO CALLED IN INSPECTION N TIC SCHEDULED vZ 'Z 0 2;``oPERMIT NO. 1 c(0 / y COMPLETED/� -.2-77—°-- -2— 2' oU ADDRESS C1,57-72) a ), 761‘...) (4,,,e-Ai1" 7e , OWNER CONTR. / t'l'ro--- 214\ S S . TELEPHONE NO. Li' (c ‘ .590 ?95 ( DESCRIPTION J Ll(�YYL�-r� 01 FOOTING 6 11 MECHA/ NICAL RI 18 EXCAV/GRADING/FILLING Q FLAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS " 0 TION 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 INAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL ' OWNER/CONTRACTOR TO MEET YOU: YES NO o CO ITS:L,L, b d_e jur)-i oc'o'w J O/S f s tea i,, c e,fre49-47.-- O :Z.)/9 44( it' 0 h 5 W� �i rII40, a_. �� Vii- l j l ��n leve c1 ,I( tt c(4 0,die is Lu ❑WORK SATISFACTORY:PROCEECt N -/ L 0 PROJECT COMPLETE W , ORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 4 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY j BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: 1,1,71 Inspector. `/ce4 0a White Copy/Inspector's File Canary Copy/Site Notice