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HomeMy WebLinkAbout2001 - P03788 - new structure PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: P03788 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 5/17/2001 SITE ADDRESS: 805 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-44-0002 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential BuildingCensus Code 101 Permit Class: Permit Type: New Structure Permit Sub-type(s): New Home- Single Family DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection irrigation Electrical (state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 2,544.95 Valuation: $ 377,000.00 Plan Review Fee: $ 1,665.23 State Surcharge Fee: $ 190.00 SAC Fee: $ 1,150.00 TOTAL FEE: $ 5,550.18 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 MINNESOTA BUILDING CODE REQUIREMENTS. �► 1 L, m 2 APPLICANT PERMITEE SIGNATURE I SUED BY SIGNATURE Copies: City,Applicant,Assessor,Finance Page 1 Total Fee: $ Date Received: 5 /(/ /0 Entered By: Permit#: rf (' CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: gps" (,V/ Haft) V, tirzi vge.ZIP: NAME OF OWNER: be.(;rim Copizit, PHONE: (home) (work)74,..? 7.7p MAILING ADDRESS: /1-2.)—?trig (,,p,�t p,g,CITY: .,34,. ...,,,431 Aiw IP:�?,rV 4'9 CONTRACTOR: Le�R.,Q.,�) gto-„,, e .,p PHONE:743-?8d.�7,�G,• CONTACT PERSON:j ,ltd lea.ps�e OBILE/PAGER:1,/,Z-9 9 '-.�93 MAILING ADDRESS:/3,21-?,f fit L,4.,14i, 11 g CITY:0444,,, ZIP: ,v, -*'4'9 STATE LICENSE: # /3,,1-7 ARCHITECT/ENGINEER:OFe i944/40 PHONE:601-G3G-ZAP?, MAILING ADDRESS:A/7?7 /p v it. CITY:art,a(,,y,, /,/i dsZIP: e",Sy/2 NAME: PO4) Pais, a 4.,„) REGISTRATION# TYPE OF WORK: New K. Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK (describe in detail): Re_s,flgs3l L j.10„ . c r oA) FiRbT H.to STORIES: 2 SQ. FEET OF EACH FLOOR 60 .201- /5'3 8 NO. OF BEDROOMS: y GARAGE STALLS: ATT. 3 DET. ESTIMATED CONSTRUCTION VALUATION (excluding land): $3 77 vr'. o't7 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: 102-- 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 CkiECK OFF LIST FOR ISSUANCE OF PERMITS • FOR 01-.1-ICE USE ONLY ADDRESS OR LEGAL: 41305 w,(law \l(c PID: DESCRIPTION OF WORK: IV CuJ (?x5 ZONING REVIEW BY: DATE APPROVED: S— ►6 - • BUILDING REVIEW BY: ia DATE APPROVED: S' "'t FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes r/ No PLAN REVIEW Yes L/' No SEWER CONNECTION STATE SURCHARGE Yes f/ No WAL RCONNECTION J,'VESTIGATION FEE Yes No i PARK FEE SAC Yes ✓ No SITEINSPECTION Number of SAC-Units .1. OTHER (specify) ZONLtiG CI 'CK LIST Zoning District: Re.- vs Fire Department: (-on Url(.t: Post Office: (A LA c c`. School District: (5•Tj-1944 • Lot Area: Sq.ft. L(Le22.`o Acres ,9(o Width 2.40• /k44 Depth Z ' Survey Submitted: Yes C� No Date of Survey: s 3—'0 1 Proposed Setbacks: Front(-L-e:ee): ")0.5S Right Side: ' —1 2—S4) Rear (S.Feet): ?)(-1. (.7 Left Side: 4f3. 345 Adjacent Structures: ^J (fr Wetland: /t) (A Building Height: Def. Hgt. -2 aj Peak Hgt. J•S Lot Coverage: N / Grading: Staff Approval Date: ,S—• 0 0. • 0 t _ By: c, - Council Approval Date: Septic: Staff Approval Date: By: Zoning File: # Resolution: # Resolution Date: Shoreland District: /LD Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 2.50-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 7 • • BUILDING REVIEW CHECK LIST UBC: i? 3 - CONSTRUCTION TYPE: VA) Sq Footage $ Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = TOTAL Estimated Construction Value: $ '7 ).Uv a Inspections Required: Work Requiring Separate Permits: Site - le Plumbing Fire Hardcover Removal h Mechanical lis Water Connection pA Footing Septic Pk Sewer Connection Framing K Fireplace p( Lawn Irrigation Insulation (Masonry) Other °t Wall Board A (Mfg.) Well (State Permit) • . Final Grading/Filling e,e. 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 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system; (b) whether he may refuse or is legally required to supply the requested data; (c)any known consequence arising from his supplying or refusing to supply private or confidential data; and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request, an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and, if he desires, shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning, the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying, and compiling the copies. The responsible authority shall comply immediately, if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays, if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. Oh kg- we c..4 First Middle Last Address 6 L.44.rsr— (nisi v .r-J4f ? re 3-7Bo., City State Zip Phone I underst rights as stated above. Signature 10 ____f__ 4 oN. (( 0 OCITYofORONO `4 ,,f .:!1'1-. �, Municipal Offices , , j r _�,1,4)G \\94 Street Address: Mailing Address: � $isil0 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 HARDCOVER ORDINANCE In 1975, the Orono City Council adopted an ordinance limiting the percentage of lot area that can be covered with impervious surface ("hardcover") such as roofs, driveways, sidewalks, etc. on properties located within 1,000 feet of a lake. Studies have shown that sediments, oils, and debris carried into the lake from highly urbanized areas have a detrimental impact on the quality of water in the lake. The intent of Orono's ordinance is to ensure that rainfall run-off will be cleansed by filtering through grassed or vegetated yard areas before entering the lake. Hardcover Zones - Allowed Percentages: 0-75 0% 75-250' 25% 250-500' 30% C50-670-0 35% Hardcover includes: - Roofs - Sidewalks - Paved or gravel driveways - Patios & decks (includes slatted decks) - Tops of retaining walls & rock walls - Decorative landscape areas underlain by plastic sheeting or fabric - Any other surface that does not allow direct absorption of rainfall into the ground INSTRUCTIONS FOR COMPLETING HARDCOVER CALCULATION WORKSHEET 1. Circle which setback zone (0-75', 75-250', etc.) the calculation is for. 2. For each item of hardcover within that zone, enter the length and width, and multiply to get square footage (s.f.). 3. Add up all the square footages to get total square footage of hardcover. 4. Divide by the total area of property within the zone and multiply by 100 to get percentage of hardcover in the zone. 5. If changes in hardcover are proposed, you must do a "before" worksheet and "after worksheet. If either results in percentages greater than those allowed, contact City staff before proceeding with your project planning! Telephone(612)249-4600 • Fax(612)249-4616 11 HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' (00-1000' 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. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B A — B x100 = % PROPOSED HARDCOVER IN ZONE A. House 3 8 x (1-3 = /1094 S.F. Length Width x = S.F. x = S.F. x = S.F. B. Garage x = it%Z. S.F. C. Driveway x = 19TO S.F. x = S.F. D. Sidewalk x = /,0-2. S.F. x = S.F. E. Patio/Deck x = ,Z-Se 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. TOTAL HARDCOVER IN ZONE - $212 S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B A 01.iZ - B y/82,3 x loo = /4> % 13 MAY.08'2001 15:06 7637864166 LEGRAN HOMES 5873 P.002/003 , FROM : D.F.P. PI.ANN I NG 8& DESIGN, INC. PHONE NO. 0 651 1536 1412 may. 08 2001 02:50P11 P2 Permit Number MECcheck Compliance Report 1999 Minnesota Enemy Code MECcheck Software Version 31 Release 1 Checked By/Date TITLE:200477 COUNTY:Hennepin STATE:Prtinnesota ZONE;2 CONSTRUCTION TYPE: Single Family DATE:05/08/01 DAA OF PLANS: 3/26/01 PROJECT I]VFORMATION: SA,MS RESIDENCE L01,B0I-WILLOW VIEW 805 WILLOW VIEW DRIVE,ORONO COMPANY INFORMATION: LEORAN HOMES CORP. COMPLIANCE:Amos M1txtnwm.UA=854 Your Home=590 30.9%8erivr Than Code Cross Glazing Area or Cavity Cont. or Door EgjiliaLer &YAM R-Value tx-Fjcter 1T.A Ceiling 1:Raised or Eneegy Truss 2233 44.0 00 49 Wall I: Wood Frantz, IC'c.c. .5193 19.0 0.0 270 Window 1: Above Grade,Vinyl Primo,Double Pane with Low-13 477 0.320 1.53 Door I:Solid 98 0.140 14 Doan 2:Grass 41 0.320 13 Basest Wall I: Solid Concrete or Masonry,8.0'hr/7.5'bg/B.(Y meas! 1096 1.1.0 0.0 64 Basement Wolf 3: Solid Concrete or Masonry.8.0'l ti4.0'bg/8.0'Maul 360 11.0 0.0 27 Fr see I:Forced Hot Air,90 AFUE Frowned and tram V-PiMor Averages Proposed Maximus Average 13-Fastor Allowed U-Factor Above.C3rade Windows and Glass Doors 0.320 0.370 •!dudes Foundation Valdosta) 5.6 ffi MAY.08'2001 15:07 7637864166 LEGR.AN HOMES #5873 P.003/003 FROM D.F.P. PLANNING 8, DESIGN, INC. PHONE NO. : 55i G38 /412 May. OS 2@01 02:50PM P3 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,spe:iris:miona,and other calculations submittedwith 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 _ ChM FF O;a : F.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:22PM P2 ni..0.% r 200477 STAIRS oo I,1.Fieam"' 55,rSerial Number:700103477 2 Pcs of 14" TJI®/ProTM-120TS JOIST @ 16.0" o/c B=AMl/SA 1001 3/26/01 11:16:19 AM Pape 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a 27'8'• J, Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR-RES.Application. Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 0 701 4' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DSPTH DETAIL OTHER 1 MicroKam()LVL 3.50" Hanger 576/793/1369 1 14.0" Detail 1-11 2 Column 5.25" 4" 5791341 1920 1 14.0" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for details) 1-41,A3_ -CAUTION: Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications, Limits: End supports, 3.5". Intermediate supports, 3.5'with web stiffeners and 5.25"without web stiffeners_ HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top 1TT414 No N/A No 0 -Nailing: Left(ITT414)-Face:2-10d, Top:4-10d, Member:2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1348 1348 3420 Passed(39%) Lt.end Span 1 under Floor loading Reaction(Ib) 1348 1348 2240 Passed(60%) Bearing 1 under Floor loading Moment(ft-Ib) 5455 5455 8746 Passed(62%) MID Span 1 under Floor loading Live Defl.(in) 0.311 0.526 Passed(11812) MID Span 1 under Floor loading Total Defl.(in) 0.585 1.051 Passed(U432) MID Span 1 under Floor loading -Allowable moment was increased for repetitive member usage_ -Deflection Criteria:S'TANDARD(LL L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of the appropriate span-rated, GLUED&NAILED wood decking. -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 Miklcelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyngns0 2000 Dy Tru$Joist,a Weyerhaeuser Business. ProTM,TJ-Pro""and TJ-BeamT"'are trademarks of Trus Joist. TJ10 and Microilam®are registered trademarks or Trus Joist Simpson Strong•Tie Conrnec tor%)Is a registered trademark of Simpson Strong-Tie Company,Inc. FF Oto. : Di.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:23PM P3 -?_0. 200477 STAIRS " eioiNurn 2 Pcs of 14" TJI®IProTM-120TS JOIST 16.0" o/c 1',1-Beam^' v`i 55 Senei Number:7001cy14'!) BEAMUSA 1001 3/26101 11.18.19 AM Pape 2 of 7 Buiio 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_ 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 Copyr ght 2000 by Trus Joist,a Weyerhaeuser Business Pro7.,TJ-ProTM and TJ,BeanTM'are trademarks of Trus Joist. Til®and Mioronam are registered trademaries of True Joist Simpson strong-Tie Connectors®is a registered trademark of SimoSon Strong-Tie company,Inc. FRON : D'. F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:23PM P4 200477 GRT RM WOW 1 J-Beam T*+ vs 55 Serial Number7ao1a3a77 2 PCS of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/26/01 11'36:22 AM Pogo 1 of 1 auk.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=17' 10" 19 -,4'7"-_ , 4'4" _,-4'4._.o ..--4'7" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application, Tributary Load Width; 1' Loeds(psf):40 Live at 125%duration;15 Dead;and: TYPE GLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptt) Roof(1.25) 753 28'3 0 to 17'10" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1669/610/2279 1 9.5" Detail R3 SB Shear Blocking 2 Column 5.25" 5.25" 4028/1508 15534 1 9 5" Detail R7 3 Column 5.25" 5,25" 3569/1245/4814 1 9.5" Detail R7 4 Column 5.25" 5.25" 4028/1506/5534 1 9.5" Detail R7 5 Column 5.25" 5 25" 1669/610/2279 1 9,5" Detail R1 SB Shear Blocking -See Ti SPECIFIER'S I BUILDER'S GUIDES for detarl(s): R1, R7. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(ib) 2881 1769 7887 Passed(22%) Rtend Span 1 under Roof ADJACENT span loading Moment(ft-lb) 2269 2269 16445 Passed(14%) Rt, end Span 1 under Roof ADJACENT span loading Live Defl.(in) 0.012 0.142 Pessed(LJ999+) MID Span l under Roof ALTERNATE span loading Total Detl.(in) 0.015 0.214 Passed(L/999+) MID Span 1 under Roof ALTERNATE span loading -Deflection Criteria: STANDARD(LL: 0360,TL.L/240). -Bracing(Lu):All comprcacion 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 and adjacent member skip 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 meted 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 ONLYI 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.Planting&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, Microllame i$a registered trademark or Trua Joist. FROM : F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:24PM P5 oritsgetie 200477 BSMT STAIRS 1J-f3eamTM .r555 Serial Number 700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL . BEA M U SA 1111 3/26/01 1.10.11 PM Page 1 of 2 Build Code,146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED r t. 1 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 Tapered(plf) Floor(1.00) 340 to 240 128 to 90 0 to 4'3" Adds to Tapered(plf) Floor(1.00) 240 to 180 90 to 68 4'3"to 9'6" Adds to (1) Point(Ibs.) Floor(1.00) 0 1054 3" Adds to Poirrt(lbs,) Floor(1.00) 0 726 4'3" Adds to (1)Analysis ar Imes toads 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 Toads 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. 5" 4" 1492/2063/3556 1 9.5" Detail A3 1.25"LSL Rim 2 Microllam®LVL 3.50" Hanger 1223/825/2047 1 9.5" 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 MIT49.5 No N/A No 0 -Nailing: Right(M1T49.5)-Face: 2-N10 ,Top:4-N10, Member:2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 2337 1872 6318 Passed(30%) Lt. end Span 1 under Floor loading Moment(ft-Ib) 5485 5485 13156 Passed(42%) MID Span 1 under Floor loading live Defl.(in) 0.089 0.222 Passed(1/999+) MID Span 1 under Floor loading Total DefL(in) 0.166 0.445 Passed(U642) MID Span 1 under Floor loading -Deflection Criteria: STANQARD(LL: L/480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"olc 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 Milckelson 4797 highway 10 n.e. arden hills, mn 55112 851-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Bu inesg. TJ-Pro"'and TJ-Beam^'are trademarks of Trua Joist. Simpson Strong-Tie Connectors®IS a Mia5Storod tr2rp'm3rlc or Srmpgon Strong-Tie Company,Inc. Microllam®Is a registered trademark of Trus Joist • ' FROM' : D.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:24PM P6 200477 SSMT STAIRS T1-Boar„"" ;i5 55 Serial N mbcr 70010.3477 2 PCs of 1.75" x 9.5" 2.0E Microllam® LVL BE AMt)SA 1111 3/28/01 1.10'11 PM Nue 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 specfffc 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. PROJEOT_INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P Planning&Design Terry Mikkelson 4797 highway 10 n,e, arden hills, mn 55112 651-836-6889 651-638-1412 Copyrigrlt*2000 by True Joist,a Weyemseuser Business. TJ•Prow and TJ-BeamTM are tradernarks of Trus Joist. Simpson Strong-Tie CORrneCtorH®is a registered trademark of Simpson Strong-Ile Company,Inc. Microltttnl®l8 a registered trademark of Trus Joist • • I 1 FROM : D.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:25PM P7 •z�� 200477 BSMT STAIRS oeam^" v555se l Number.Y00103477 2 Pcs of 1.75" x 1.1.875" 2.0E Microtlam® LVL BEAMUSA 1111 3E46/01 1;13:54 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 17'6" • 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 UVE DEAD LOCATION APPLICATION COMMENT Uniform(ptt) Ftoor(1.00) 64 24 0 to 17'6" Adds to IPoint(tbs,) Floor(1.00) 0 171 3'6" Adds to Point(Ibs.) Floor(1.00) 0 2047 8'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT: PLY DEPTH DETAIL OTHER 1 Beam 3.50" 2.25" 901 /1555/2490 1 11.9" Detail A3 1.25"LSL Rim 2 2x6 Plate 5 50" 4.25" 91911513/2432 1 11.9" 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) 2464 2292 7897 Passed(29%) Lt.end Span 1 under Floor loading Mornent(ft4b) 14561 14561 19942 Passed(73%) MID Span 1 under Floor loading Live Oen_(in) 0.210 0.425 Passed(U969) MID Span 1 under Floor loading Total Defl.(in) 0,725 0.850 Pessed(LI281) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U480,TL:U240)_ Brecing(Lu):Al!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 Tnis Joist(TJ) TJ warrants the sizing of its products by this software wilt 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 URC analyzing the TJ Residential product listed above_ -Note: See TJ SPECIFIER'S I 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 651-636-6859 651-638-1412 Copyrlglft*2000 by Trus Joist,a Weyerfiaeueer Business. TJ-Prot"`an4 TJ-Beam T"are trademarks a Trus Joist. Mlcrallern®is a rejristered treeemeric of True Joist. 7. FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:25PM P8 w gait 200477 BSMT TJ-Beat ,5.55 Serial Number.700103477 3 PC$ of 1.75" x 11.875" 2.0E Microllam® LVL K.AmusA 1111 3/26/01 1.21:50 PM Pape 1 or 1 Build Code. 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I .. 0 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 I'VE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Floor(1.00) 380 143 0 to 3'6" Adds to Uniform(0) Floor(1.00) 880 255 3'6"to 8'6" Adds to Uniform(plf) Floor(1.00) 780 293 8'6"to 11'8" Adds to Point(ibs.) Floor(1.00) 0 2490 3'6" Adds to Point(Ibs.) Floor(1.00) 0 1637 8'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(ibs.) WIDTH LENGTH UVE/DEAD/TOT, PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3379/3590/6969 1 11.9" Detail A3 1.25"LSL Rim 2 Pocket,Conc./Slock 3.50" 2.25" 4288/3616/7904 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) 7713 6437 11845 Passed(54%) Rt.end Span 1 under Floor loading Moment(tt-lb) 21446 21446 29913 Passed(72%) MID Span 1 under Floor loading Live Deft(in) 0.184 0.373 Passed(L1731) MID Span 1 under Floor loading Total Det(in) 0.375 0.559 Passed(C,/358) MID Span 1 under Floor 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 NATES: -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 SU9STITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note:See TJ SPECIFIER'S 1 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 851-638-1412 Copyright 0 2000 by Trus JOIEt,a Weyertaeuaer Ot airress. TJ-Pron'and TJ-Seem"are trademarks or Trus Joigt. Microname Is a registered trademark dr Trus Joiet FROM : D. F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 88 2881 02:26PM P9 � -3viglics200477 BSMT FAM RM WOW TJ-Baan" erial Number:700103477 2 PCs of 1,75" x 11.875" 2.0E Microllam® LVL tit"AMusA 1111 3/26/01 1:43.12 PM Paget of 2 Build Cade 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=17'10" _._....... ...: .4, 13) 517-1 ... .4'7» d'4.. 4.4"_ __.,_ 4'T"— Product " ,Product Diagram is Conceptual. LOADS: Analysis fur 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 Uniforrn(psf) Floor(1.00) 620 233 0 to 4'6" Adds to Uniform(plf) Floor(1.00) 300 113 4'8"to 8'11" Adds to Tapered(plf) Floor(1.00) 300 to 330 113 to 124 8'11"to 10'2" Adds to Uniform(pll) Floor(1.00) 330 124 10 2"to 17'10" Adds to (1) Point(lbs.) Roof('f.25) 0 2279 3" Adds to (1) Point(fbs.) Rcof(1.25) 0 5334 4'7" Adds to (1) Point(€bs.) Roof( _25) 0 4814 8' 11" Adds to (1) Point(lb .) Roof(1.25) 0 5334 13'3" Adds to (1) PointQbs.) Floor(1.00) 0 2279 17'T' 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(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1450 I 2816/4266 1 11.9" Detail A3 1.25"LSL Rim 2 Column 525" 5.25" 2704 16359 I 9063 1 1t9" Detail B3 3 Gotumn 5.25" 5.25" 1739/5341/7080 1 11.9" Detail B3 4 Column 5.25" 5.25" 1975/6087/8082 1 11.9" Detail B3 5 Column 5 25" 4" 821/2575/3396 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S 1 BUILDER'S GUIDES for detail(s):A3, B3. DEMON CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7664 1219 7897 Passed(15%) Rt.end Span 1. under Floor ADJACENT span loading Mornerd(ft-Ib) 1571 1571 19942 Passed(8%) MID Span 1 under Floor ALTERNATE span loading Live Defl.(in) 0.007 0.142 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Defl_(iri) 0,009 0.214 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL: L/360,TL_L/240). -Bracing(Lu):Alt compression edges(top and bottom)must be braced et 2'8"ole 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 and adjacent member skip 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 651-838-1412 Copyright S 2000 by Trus Joist,a Weyerhaeuser Business. TJ.Pro^'and TJ-BeamTM arc trademarks of Trus Joie. Mioroltam®is a registered trademark of This Joist. FROM : D.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2881 02:26PM P10 200477 BSMT FAM RM WOW TJ-Beam'* 05.55' Serial Number 700103477 2 Pcs of 1.75"' x 11.875" 2.0E Microllam® LVL PEiMUSA 111/ 3/26/01 1:43:12 PM Page 2of2 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 Ti SPECIFIER'S/BUILDER'S GUIDES for muttiple ply connection PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mitckelson 4797 highway 10 n.e. arden hills, mn 55112 851-638--888 651-538-1412 Copyright®2000 by This Jost,ti Weyerhaeuser Business. TJ-Pro' rsnd TJ-BeamT'+are trademarks of Ttus Joist. ARiCfC1R8n1e is a registsied trademark or Trus Joist. I0. FROM : D.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:27PM P11 • ZGtl BRKFST. WOW. TJ-BeamT" v5 55 Serial Number700103477 BEAMUSA 1111 10/11100 9 56 26 AM 2 Pcs of 1.75" x 14" 2.0E Microllal® LVrr Pepe 1 of 1 Suild Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 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) Roof(1.25) 200 75 0 to 6'6" Adds to Uniform(plf) Roof(1.25) 80 30 6'6"to 8' Adds to Point(Ibs.) Roof(1.25) 0 12639 6'6" Adds to Uniform(plf) Floor(1,00) 40 135 0 to 8'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1105/2972/4077 1 14.0" Detail A3 1.25"LSL Rim 2 Column 5,25" 4.648" 895/11305/12201 1 14,0" Detail A3 1.25"LSL Rirn -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) 12145 2589 8379 Passed(31%) Lt.end Span 1 under Dead load Moment(ft-Ib) 14298 13362 24394 Passed(55%) MID Span 1 under Dead load Live Defl.(in) 0.016 0.246 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.102 0.369 Passed(LJ868) 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 wiR 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 b' 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, rnn 55112 651-636-6889 651-638-1412 Copyright c 2000 by Trus Joist.a Weyerhacusef Business. TJ-Prop"and TJ-Beam^'are trademarks of Trus Joist, Microllarr40 is a rogistered trademark of Trus Joist. I'. ) 1t . • FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 639 1412 May. 88 2001 02:27PM P12 ;311.4*¢ 44-1-7 „ ... DECK TJ-BetrmTM v5.45 Serial Number 7000005055 3.5" x 11.25" 2.0E Parallam® PSL SEAMuSA 1111 8715/00 1'.53'.11 PW! 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' 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(plf) Floor(1.00) 240 90 0 to 14' Adds to Uniform(pif) Floor(1.00) 300 113 14'to 22' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER I Column 5 50" 4,25" Left Face 1400/505/1905 Detail A3 1,25"LSL Rim 2 Column 5.50" 5.5" Centered 3960/1677/5637 Detail 83 3 Column 5.50" 4,25" Right Face 1684/626/2310 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S 1 BUILDER'S GUIDES for detail(s):A3, B3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2933 2467 4644 Passed(53%) Lt end Span 2 under Floor loading Moment(ft-Ib) 6130 6130 12939 Passed(47%) Rt. end Span 1 under Floor loading Live Deft(in) 0.106 0.267 Passed(L1999+) MID Span 2 under Floor ALTERNATE span loading Total Defi.(in) 0.165 0.533 Passed(L1775) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL: L1480,TL:tJ240). -8racing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachrnerrt 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- Wolmanizede 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. 14 NE ARDEN HILLS,MN 651-836-6889 651-638-1412 Copyrignt Ci 2000 by Trus Joist,A Weyemaeuser Business. TJ-ProTM and TJ-Beam'N are trademarks of Trus Joist. Paralian1/9 is a registered trademark or Trus Joist. Woim3nirede)is a replatered trademark of the Hickson Corporation. 1 2 . FROM : D.F.F. PLANNING 8, DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:28PM P13 •Oro„ �'i air''," BSMT PATIO DR TJ-Beam'^' v5.45 Serial number:70000050O5 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 9/1;i/00 2.00.48 PM Page I or 2 Build Code.124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED r ,),,,,„ ,_ , 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) 700 263 0 to 3' Adds to Uniforrn(ptf) Floor(1.00) 400 150 3'to 7' Adds to (1) Point(lbs.) Roof(1.25) 0 5502 3" Adds to Point(lbs.) Floor(1.00) 0 136 3'3" Adds to (1) Point(lbs.) Roof(1.25) 0 4453 6'9" 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(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 2270/6461 /8731 Detail A3 1.25"LSI_Rim 2 Column 5.25" 4" Right Face 1710/5190/6900 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) 2906 1967 6318 Passed(31%) Lt. end Span 1 under Floor loading Moment(ft-Ib) 4124 4124 13156 Passed(31%) MID Span 1 under Floor loading Live Deft.(in) 0.051 0.213 Passed(Lf999+) MID Span 1 under Floor loading Total Defl.(in) 0.074 0.319 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria.STANDARD(LL: 0380,TLU240). -8racing(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 . GWYNN OD 2,000 by Trus Joist,A Weyertlaeuser Business. TJ-Pro"'enq TJ-Beam"'are tredemarics of True Joist, Miorollerne is a,,.entered trademark of TrueJoist. • r FROM : F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:29PM P14 *:I1u� BSMT PATIO DR • TJ-Beamm' v5.4155 Serial Number:7000005055 2 Pcs of 1,75" x 9.5" 2.0E Miclroilam® LVL BEAMUSA 1111 9115140 2:00:45 PM Page 2 of 2 Brfrt6 Cot*: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/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 CopY0911t 02000 by Trus Joist,A Weyerhaeuser Business. TJ-Prot"'and 1%1-Beam""are trademarks of TrUS JoiSt, M iorc`rrame is a registered trademanc or Tfua Joist. I4 FROM : F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:29PM P15 ' -4,441 d UPPER BATH -rJ-Bcam's: v5.45 sial Number:700 005055 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 9/11/00 2:51:16 PM Pane 1 of 1 Build Cotler 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 11-1 11'6" All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(pst):40 Live at 125%duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 680 255 0 to 11'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE!DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 5.25" Left Face 4192/1639/5632 Detail R1 SB Shear Blocking 2 Column 3.50" 3.5" Right Face 4088/1598/5685 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5519 4402 9871 Passed(45%) Lt. end Span 1 under Roof loading Moment(It-Ib) 15205 15205 24927 Passed(81%) MID Span 1 under Roof loading Live Defl.(in) 0275 0.367 Passed(U481) MID Span 1 under Root loading Total Defl.(in) 0.382 0.551 Passed(U346) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TLL1240). -Braeing(Lu):All compression edges(top and bottom)must be braced at 2'8"a/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. ADDITLONAL 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 UDC 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 Ci 2000 by This Joist,A Weyerhaeuser Business, TJ-Beam T'is a trademark of True Joist. Mlcroiiam®is a registered trademark or This Joist (G LOADS: Matysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width; 1' Loads(pst):40 Live at 100aAi duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 404 151 0 to 14' Adds to Uniform(plf) Roof(1.25) 700 383 0 to 3'10" Adds to Uniform(ptf) Roof(1.25) 700 383 9'6"to 14' Adds to Vniform(ptf) Roof(1.25) . 60 23 0 to 14' Adds to Point(Ibs•) Roof(1.25) 0 3130 3' 10" Adds to Point(Ibs.) Roof(1.25) 0 3130 9'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 6346/8293/12639 Detail A3 1.25"LSL Rim 2 Column 5,25" 4" Right Face 854416089112633 Detail Al 1.25"LSL Rim -See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s):A3, DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 12077 9757 17456 Passed(56%) Lt,end Span'1 under Roof loading Moment(ft-Ib) 36211 29578 40656 Passed(73%) MID Span 1 under Floor loading Live Deft(in) , 0,256 0.334 Passed(U626) MID Span 1 under Roof loading Total Defl.(in) 0,566 0.669 Passed(L/284) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U480,TL:LI240). -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 651-636-6859 651-638-1412 • Copyright el 2000 by Trus Joist,A Weysrhaeuser Business, TJ-Prop"and TJ.BeamTV ars trademarks of True JoIst. Microllam49 is a registered trademark of Trve Joist. -TJ-BeamTM v5.45 Serial Number:7o00005055 2 PCS of 7.75" x 9.5" 2.0E Microllana LVL BEAMUSA 1111 9/11/00 3:28:27 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • �._..,.... 7' Product Diagram is Conceptual. LOADS: Moment(ft-Ib) 7251 7251 16445 Passed(44%) MID Span 1 under Roof loading Live Defl.(in) 0.086 0.212 Passed(U885) MID Span 1 under Roof loading • ! Total C\3fl.(in) 0.131 0,319 Passed(U585) 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. 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 551-636-6589 651-638-1412 Copyright(0 2000 by Trus Joist.A Weyerhaeuser Business. . TJ-Pro""and TJ•BeemTM'are trademarks of True Joist. MicrvU , A revi;tcrcd trademark or Trus Jolt. 11 . FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 09 2001 02:31PM P17 ' GAR y„�„� g fEo'Ef• GFi.l� TJ-eesm^' w5.43 3enel.NUmtmr:7000005055 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 9/11/00 3.30:01 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED __.. .�__..__.... 1_ • 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) 40 15 0 to 5' Adds to Point(Ibs.) Roof(1.25) 0 5832 2'4" Adds to SUPPORTS: • INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5,25" 4" Left Face 195/3160 13355 Detail A3 1.25'LSL Rim 2 Vertical 2x DF/L,SYP 5.25" 1.5" Right Face 205/2879 13054 Detail H1 -See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: REVERSE T.P. 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(Ib) 3317 3101 7107 Passed(44Ch) Lt. end Span 1 under Dead'load Moment(ft-Ib) 6455 6275 17048 Passed(35%) MID Span 1 under Dead load Live Defl.(in) 0.001 0.106 Passed(U999+) MID Span I under Floor loading Total Defl.(in) 0.035 0.213 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: L/460, TL:L1240). -Sracing(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 Projectinformation available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-838-1412 Copyright O 2000 by True Joist,A Weyerhaeuser euslnesa, TJ-Pro'1'and TJ-SeemT"are trademarks of True Joist. Mic ollame is a registered trademark of Trus Joist, FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:31PM P18 i-P✓ MASTER WOW .1J.B m,w .5 45 Serial Number:7000(X15055 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL OLAMUSA 1111 9111/00 3:55:11 PM Page 1 of 1 Build Cha'124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 �n —10'10"' 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 APPUCATION COMMENT Uniform(plf) Roof(1.25) 590 221 0 to 5'3" Adds to Uniform(plf) Roof(1,25) 790 296 5'3"to 10' 10" Adds to •Point(lbs.) Roof(1.25) 0 4208 5'3" Adds to $UPf'O TS: INPUT BEARING REACTIONS(tbs_) • . WIDTH LENGTH JUSTIFICATION LIVE/DEAD!TOTAL DETAIL OTHER 1 Column 5.25" 5.25" Left Face 3685/3615 1 7300 Detail R1 •SB Shear Blocking 2 Column 5.25' 5.25" Right Face 4257/3693/7950 Detail R1 SB Shear Blocking -See Trus Joist SPECIFIER'S I BUILDER'S GUIDES for detail(s):R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 7589 8305 9571 Passed(64%) Rt end Span 1 under Roof loading Moment(ft-Ib) 23993 23993 24927 Passed(96%) MID Span 1 under Roof loading Live Defl.(in) 0.211 0.340 Passed(U582) MID Span 1 under Roof loading Total Deft(in) 0.486 0.510 Passed(t1252) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:11360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 1'8"oIc 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 True 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 methodclegy woe used for Code UBC: inaiyzing the True 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 Jost,A Weyerhaeuser Business. TJ-eeamTM is a trademark of Trus Joist. Microllam©is a registered trademark of Trus Jost. • FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:32PM P19 `^- r BSMT BED •t* j lid'{Ad.i TJ-Bcem^' v5.45 Serial Number.7000005055 2 Pcs of 1.75" x 9.5 2.OE Microllam® LVL BEAMUSA 1111 9/12/00 8:34:55 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED —1._t. 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,arid: TYPE CLASS .LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 250 105 0 to 8'6" Adds to Uniform(plf) Roof(1.25) 850 439 7'6"to 8'6" Adds to Point(Ibs.) Roof(1,25) 0 7950 7'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5-25" 4" Left Face 1386/1256/2842 Detail A3 1.25"LSL Rim 2 Column 6,25` 4" Right Face 2184/8231 /10415 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(ib) 9872 2064 6318 Passed(33%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 6965 6823 13158 Passed(52%) MID Span 1 under Floor loading Live Defl.(in) 0.067 0.262 Passed(L/999+). MID Span 1 under Roof loading Total Defl.(in) 0.178 0.394 Passed(L1531) MID Span 1 under Root loading -Deflection Criteria:STANDARD(LL:U360,TL:L240). -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. 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 cods 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 True 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 651-638-8889 651-636-1412 • coeyriont 0 2000 by True Joist,A Weyerhaeuser 9usiness. TJ-Prow and TJ-BeamnA are trademarks of Trus Joist. Microll-4mM Is a registered trademark Or Trus Joist. rlt FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 Mdy. 08 2001 02:32Pt'i P20 BSMT EXER �^= VA/AA TJ-BeamT"' v5,45 strisl Number.7txxxxY.i0.55 3 Pcs of 115" x 11.875" 2.0E Microllam® LVL BPAMUSA 1111 9/12/UO 8.37.17 AM Page l of 1 Build Cade: 124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 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) 480 180 0 to 14' Adds to (1) Point(Ibs.) Floor(1.00) 0 12639 3" Adds to (1) Point(lbs.) Floor(1.00) 0 12833 13'9" Adds to (1)Analysis assumes loads are passed through to support Sufficient strength full depth blocking, nm,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(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD!TOTAL DETAIL OTHER 1 Column 5.25" 4,512" Left Face 3640/14125/17765 Detail A3 1.25"LSL Rim 2 Column 5,25" 4.51" Right Face 3640/14119/17759 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)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN' CONTROL CONTROL LOCATION Shear(Ib) 4697 4081 11845 Passed(34%) Lt.end Span 1 under Floor loading Moment(ft-tb) 16373 16373 29913 Passed(55%) MID Span 1 under Floor loading Live Deft(In) 0.277 0.446 Passed(U579) MID Span 1 under Floor loading Total Defl.(in) 0.390 0.689 Passed(U411) MID Span 1 under Floor 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. ADDITIONAL NOTES:. -IMPORTANT! The analysis presented is output from software developed by Trus Joist This 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 Copytl0ht a 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Miorofame is a registar04 traaemark of Trus Joist . FROM : I).F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:33PM P21 0* SMT FAM RM TJ-Bcom"' v5.45 serial Number r000000055 3 PCS of 1.75" x 9.5" 2.0C Microliam® LVL BEAMUSA 1111 9112/00 5.41 05 AM Page I of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=20' �� r. r — _ - 3 i1,1 ;2]ee � 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) 680 255 0 to 8' Adds to Uniform(plf) Fioor(1.00) 640 240 5'to 20' Adds to (1) Point(ibs.) Floor(1 00) 0 3497 2" Adds to Poirrt(Ibs_) Floor(1.00) 0 3186 11`6" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength tun 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 3.50" 2.25" Left Face 3209/4415/7624 Detail A3 1.25"LSL Rim 2 Column 5.25" 5.25" Centered 8465/6414 1 14879 Detail 83 3 Column 5.25" 4" Right Face 3098/1350/4447 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDERS GUIDES for detail(s):A3, B3. DESIGN CONTROLS: MAXJMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 8676 7717 9476 Passed(81%) Lt.end Span 2 under Floor loading Moment(ft-Ib) 13440 13440 19734 Passed(68°Jo) Rt end Span 1 under Floor loading Live Defl.(in) 0.156 0.328 Passed(L/756) MID Span 1 under Floor ALTERNATE span loading Total Defl,(in) 0.212 0.484 Pessed(L/549) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:11360,TL:L/240). -8racing(Lu):All compression edges(top and bottom)must be braced at 2'8"a/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 02000 by Trus Joist,A Weyerhaeuser Business. TJ.ProTM and TJ-Seam"are trademarks of Trus Joist. Mlarolian'®is a registered trademark of True Joist 1 FF OM : D. F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:33PM P22 BSMT FAM RM .TJ-Seam," v5.45 Serial Number 7000005055 3 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 9/12100 841:05 AM 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 Res€dental product listed above. -Note: See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Informatiion available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 Copyright 67 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pron,ano TJ-Beem"'are trademarks of True Joist Microllarnda is a registered trademark of Trus Joist. ' FI?0M : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:34PM P23 Mutti-Loaded Beam!'AISC 9th Ed ASO 1 Ver. V4052858 By: Terry Mikkelson , Q.F.P. PLANNING&DESIGN on: 09-12-2000 Protect: Location: BSMT GAR Summary: A36 W8x15 x 7,0 FT Section Adequate Sy: 26.0% Controlling Factor: Moment Deflections; Dead Load: DLD= 0.04 IN Live Load: LLD= 0.07 IN=U1248 Total Load: TLD= 0.11 IN =L1786 End Reactions(Left Side): Live Load: RL1= 6073 LB Dead Load: RD1= 3560 LB Total Load: RT1= 9632 LB End Reactions(Right Side): Live Load: RL2= 6073 LB Dead Load: RD2= 3560 LB Total Load: RT2= 9632 LB Bearing Length Regd_(Left): BL1= 0.75 IN Bearing Length Regd.(Right): BL2= 0.75 IN Beam Data: Span' L= 7.0 FT Maximum Unbraced Span; Lu= 7.0 FT Live Load Deflect, Criteria: 1./ 360 Total Load Deflect. Criteria; U 240 Uniform Load: Live Load: wt.= 507 PLF Dead Load: wD^ 310 PLF Beam Self Weight BSW= 15 PLF Total Load: wT= 832 PLF Uniform Load(Partially Distributed): Live Load: wL PD= 1228 PLF Dead Load: wD PD= 692 PLF Total Load: wT_PD= 1920 PLF Load Start: A= 0.0 FT Load End: B= 7.0 FT Load Length: C= 7.0 FT Properties for.A36 W8x15 Yield Stress: Fy= 36 KSI Depth: d= 8.11 N Web Thickness: tw= 0.25 N Flange Width: bf= 4.01 N Flange Thickness: tf= 0.31 N Distance to Web Toe of Fillet It= 0,75 N Moment of Inertia About X-X Axis: lxOF 48.0 N4 Section Modulus About X-X Axis(Calculated):. Sxx 11.8 N3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.03 N Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.37 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 33.1 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 7.0 FT Limiting Unbraced Length for Fb=.66-Fy: Lc= 4.238 FT Limiting Unbraced Length for Fb=.6`Fy w/Cb: Lu= 7.22 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable Bending Stress: Fb= 21.6 KSI Web Width to Thickness Ratio: h/tw= 27.0 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, 21240 FT-LB Controlling Moment: Mu= 16856 FT-LB 3.5 FT From Left Support Nominal Sheer Strength: Vn= 28612 LB Maximum Shear: V= 9632 LB Moment of Inertia: lreq= 15 IN4 I= 48 1N4 14 FROM : D.F.P. PLANNING a DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:34PM P24 KIT WDW c V55 Sna1Nub 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL ,rJ.eeflmTM v5.55 $enol Number:70010347 BFAMUSA 1111 11/6/00 1 31:35 PM Page 1 Of 1 Build Cock..146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 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) 53 20 0 to 5'8" Adds to Uniform(plf) Roof(1.25). 440 165 0 to 1' Adds to Uniform(plf) Roof(1.25) 440 165 3'7"to 4'2" Adds to Point(lbs.) Roof(1.25) 0 1059 1' Adds to Point(Ibs.) Roof(1.25) 0 1059 3'7" Adds to Point(Ibs.) Roof(1.26) 0 6064 4'2" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 758 13026/3784 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5,25" 4" 4651566816134 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) 6091 5614 5686 Passed(99%) Rt.end Span 1 under Dead load Moment(ft'-lb) 7136 6683 11840 Passed(56%) MID Span 1 under Dead load Live Defl.(in) 0.007 . 0.168 Passed(U999+) MID Span 1 under Roof loading Total IDefi(in) 0.078 0.252 Passed(U777) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240). -Bracing(LLJ):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 alt 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 Mikkelsen 4797 highway 10 n,e. arden hills, mn 55112 651-636-6669 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business, TJ-ProTM an TJ-Beam""are treeemarks of True Joist MierpllemM+is a registered traderearx of Trus Joist. 64" FOM : TJ.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:35PM P25 BRKFT BAY / TJ-Boom'" y555Sella!Number:700103477 2 Pcs Of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 1216100 1'35:28 PM Pyre 1 of 1 Build Code 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 12'8" 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(plt) Floor(1.00) 430 161 0 to 12'8" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT_ PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2977/1157/4164 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2977/1187/4164 1 11.9" Detail A3 1.25"LSL Rim -See Ti SPECIFIER'S I BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3959 3226 7097 Passed(41%) Lt, end Span 1 under Floor loading Moment(ft-lb) 11917 11917 19942 Passed(80%) MID Span 1 under Floor loading • Live Defl.(in) 0.251 0.401 Passed(U575) MID Span 1 under Floor loading Total Defl.(in) 0.351 0.602 Passed(U411) MID Span 1 under Floor loading -Deflection Critena: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(Ti). 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 SPECIFIERS/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 551.635-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Buslneaa. TJ-Pro"'and TJ-BeamTM are trademarks Of True Jofat Microllame is a registered trademark or True Joist FR1JM : D.F.P. PLANNING a DESIGN, INC. PHONE NO. : 651 638 1412 May. 09 2001 02:35PM P26 Multi-Loaded Beami AISC 9th Ed ASD I Ver: 5,02 By: Jeff Johnson , DFP PLANNING& DESIGN on: 12-06-2000 : 2:47;40 PM Proiect: __. •Location: GAR FIB Summay A36 W14x82 x 34.0 FT Section Adequate By:2.8% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center- 1.31 IN Live Load: LLD-Center= 0.33 IN = 1.../1222 Total Load: TLD-Center= .1.65 IN =U248 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2928 LB Dead Load: DL-Rxn-A= 11237 LB Total Load: TL-Rxn-A= 14164 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 1.63 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 7639 LB Dead Load: DL-Rxn-B= 22181 LB Total Load: TL-Rxn-B-= 29821 LB Bearing Length Required(Beam only, Support capacity not checked): • BL-B= 1.63 IN Beam Data: Center Span Length: L27- 34.0 FT Center Span Unbraced Length-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 34.0 FT Live Load Deflect. Critena: L/ 360 Total Load Deflect. Criteria: U 240 Center Span Loading: • Uniform Load: Live Load: wL-2= 80 PLF Dead Load: wD-2= 150 PLF Beam Sell Weight: BSW= 82 PLF Total Load: wT-2= 312 PLF Point Load 1 Live Load: PL1-2= 0 LB Dead Load: PD1-2= 17683 LB Location(From left end of span): X1-2= 22.2 FT Trapezoidal Load 1 Left Live Load: TRI-Left-1-2= 967 PLF Left Dead Load: TRD-Left-1-2= 363 PLF Right Live Load: TRI.-Right-1-2= 363 PLF Right Dead Load: TRD-Right-1-2" 967 PLF Load Start A-1-2= 22.2 FT Load End: B-1-2= 34.0 FT Load Length: C-1-2= 11.8 FT Properties for: W14x82/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 14.31 N Web Thickness: tw= 0.51 N Flange Width: bf= 10.13 N Flange Thickness: tf= 0.88 N Distance to Web Toe of Fillet: k= 1.63 N Moment of Inertia About X-X Axis: Ix= 882.00 N4 Section Modulus About X-X Axis: Sx= 123.00 N3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.74 N Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 5.92 Allowable Flange Buckling Ratio; AFBR= 10.83 Web Buckling Ratio: WBR= 28.06 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraoed Length for Fb=.66*Fy: Lc= 10.69 FT Allowable Bending Stress: Fb= 23.76 KSI Web Haight to Thickness Ratio: h/tvr 24.71 Limiting Web Height to Thickness Ratio for Fv=.4"Fy: • hftw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Mr= 243540 FT-LB Controlling Moment M= 236842 FT-LB 22.1 Ft from Left Support of Span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 105093 LB Maximum Shear: v= 29821 LB 34.0 Ft from Left Support of Span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Moment of Inertia: lreq= 854.9 IN4 2f FRIJM : D.F.P. PLANNING a DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:36PM P27 Page: 2 Multi-Loaded Beami AISC 9th Ed ASO 1 Ver: 5.02 By: Jeff Johnson , DFP PLANNING&DESIGN on: 12-06-2000 ; 2:47:41 PM Project ; -Location: GAR F!8 1= 882.0 1N4 FRIOM' :. D.F.P. PLANNING g, DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:36PM P28 V Multi-Loaded Beam(AISC 9th Ed ASD)Ver: 5.02 By: Jeff Johnson , DFP PLANNING&DESIGN on: 12-06-2000 : 2:50:20 PM Project: _. - Location: 200375 GAR UR Summary: A36 W14x38 x 24.0 FT Section Adequate By: 2.4% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.56 IN Live Load: LLD-Center= 0 41 IN =L1706 Total Load: TLD-Center= 0.97 IN=U297 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 8811 LB Dead Load: DL-Rxn-A= 8768 LB Total Load: TL-Rxn-A= 17599 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 1,06 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 5494 LB Dead Load: DL-Rxn-B= 8287 LB Total Load: TL-Rxn-B= 13781 LB Bearing.Length Required(Beam only, Support capacity not checked): . BL-B= 1.06 IN Beam Data: Center Span Length: L2= 24.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 24.0 FT Live Load Deflect Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 220 PLF Dead Load: wD-2= 82 PLF Beam Self Weight: BSW= 38 PLF Total Load: wT-2= 340 PLF Point Load 1 Live Load: PL1-2= 0 LB Dead Load: P01-2= 2585 LB Location(From left end of span): X1-2= 14.0 FT Point Load 2 Live Load: PL2-27= 0 LB Dead Load: PD2-2= 2585 LB Location(From left end of span): X2-2= 17.9 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2; 220 PLF Left Dead Load: TRD-Left-1-2= 82 PLF Right Live Load: TRL-Right-1-2= 82 PLF Right Dead Load: TRD-Right-1-2= 220 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 10.0 FT Load Length: C-1-2= 10.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 520 PLF Left Dead Load: TRD-Left-2-2= 315 PLF Right Live Load: TRL-Right-2-2= 315 PLF Right Dead Load: TRD-Right-2-2; 520 PLF Load Start: A-2-2= 0.0 FT Load End: B-2-2= 18,0 FT Load Length: C-2-2= 18.0 FT Properties for:W14x381A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: • E= 29000 KSI Depth: d= 14.10 N Web Thickness: tw= 0.31 N Flange Width: bf= 6.77 N Flange Thickness: tf= 0.51 N Distance to Web Toe of Fillet: k= 1.06 N Moment of Inertia About X-X Axis: lx= 385.00 N4 Section Modulus About X-X Axis: Sx= 54.60 N3 Radius of Gyration of Compression Flange+ 1/3 of Web; rt= 1.78 N Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.57 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 45.48 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0,0 FT Limiting Unbraced Length for Fb=.66'Fy: Lc= 7.15 FT • Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 42.16 vI . FRbM' :' D'.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:37PM P29 Page: 2 Multi-Loaded Beam(AISC 9th Ed ASO i Ver: 5.02 By: Jeff Johnson , DFP PLANNING&DESIGN on: 12-06-2000: 2:50:20 PM Project: 'r' -Location: 200375 GAR UR 33 . 6 mit= 3 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-LiFit 3.$3 KSI Allowable Shear Stress: Design Requirements Comparison: Mr= 108108 FT-LB Nominal Moment Strength: Controlling Moment: M= 105538 FT-LB 12.48 Ft from Left Support of Span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2/r 62942 LB Nominal Shear Strength: V. 17599 LB Maximum Shear, At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Moment of Inertia lreg= 311.4 IN4 t= 385.0 1N4 FROM' :' V.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:37PM P30 CANT RIGHT TJ-Beam'"' v5.55 Ser';I Number'700903477 2 PCS Of 1.15- x 14" 2.OE Microllarn® LVL BEAMUSA 1111 12/6/00 1 65:16 PM Page 1 of 1 Build Code 146 LISTED THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS Overall Dimension=13'3" I [�1 ;[2] --11.3" �p 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) Floar(1.00) 53 20 0 to 13'3" Adds to Point(Ibs.) Roof(1 25) 0 5688 11'5" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Beam 3,50" 2.25" 520/53/573 1 14.0" Detail A3 1.25"LSL Rim 2 2x6 Plate 5,50" 5.5" 733/6278/7011 1 14.0" Detail E2 TJI®Blocking Panel -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, E2. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 1008 810 9310 Passed(9%) Rt.end Span 1 under Floor loading Mornent(ft-Ib) 2603 2372 24394 Passed(10%) Rt.Overhang under Dead load Live Defl.(in) 0.017 0,200 Passed(U999+) Rt.Overhang under TJ loading criteria Total Defl.(in) 0.018 0.223 Passed(2L/999+) Rt.Overhang under Floor ALTERNATE span loading Deflection Criteria: STANDARD(LL:U480,TL:U240).Additional checks follow. -Right overhang(LL:0.2",TL:2U240), -Braaing(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(TJ). TJ warrants the sizing of its products by this software will de 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 I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkeison 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-BeamTM'are trademarks of Trus Joist. TJi®and Mrcrallarhe are registered trademarks of Trua Joist. '211 FROM' : IJ. F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:38PM P31 • ` y * CANT LEFT -TJ-Beamn4 55 SerialNA,rnbef 700103477 2 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 12/5/00 1.56 56 PM P ago I of 1 BULB Code,146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=15'9" - -- ---_—. 7 Yr 1 nl n 13'9.. 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(plf) Floor(1.00) 53 20 0 to 15'9" Adds to Point(Ibs.) Roof(1.25) 0 5665 13'11" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Beam 3,50" 2.25" 636/155/791 1 14.0" Detail A3 1.25"LSL Rim 2 2x6 Plate 5.50" 5 5" 846/6298/7143 1 14.0" Detail E2 TJI®Blocking Panel -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3,E2. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1140 942 9310 Passed(10%) Rt_end Span 1 under Floor loading Moment(ft-Ib) 2603 2372 24394 Passed(10%) Rt. end Span 1 under Dead load Live Def1_(in) 0,046 0.334 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Tota!Deft(in) 0.018 0.223 Passed(2L/999+) Rt. Overhang under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL: L/480,TL:L/240).Additional checks follow. -Right overhang(LL:0.2", TL.:2L,240). -Brscing(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(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 O,F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright*2000 by True Joist,a Weyerhaeuser Business_ TJ-Prot''"and TJ-Beamh"are trademarks of Trus Joist. TJI®and M,*reffsme are regratered trademarks of Trite Joist. I/ DATE TIME CITY OF ORONO If CALLED IN INSPECTION NOTICE �y SCHEDULED • � - � PERMIT NO. 03 '7 r COMPLETED • ' - —"' ` - j/ ADDRESS (P65 a-2//o1()v e cJ OWN ER // CONTlR. lam-�,c�+�✓ TELEPHONE NO. /4 .c 0 IP 7 7 DESCRIPTION F44/14//06" W 01 FO G 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING W 2 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Cl) 03 I TION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION cr 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 W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc 076 cr'P N-7.1cc 0 cc cc 0 11.1 L •-K SATISFACTORY:PROCEED C PROJECT COMPLETE W ❑ •RRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT CORRECT UNSAFE CONDITION WITHIN HOURS. r PHOTO TAKEN INSPECTOR WILL RETURN [11STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-4600 OwnerlContractor on/ site: `i Inspector. `/��.,--/l White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO 1/ CALLED IN INSPECTION NO ICE SCHEDULED PERMIT NO. � c�� /COMPLETED e././qe� Z, ori 040 ADDRES',a� ‘2,// �/C7t✓ (//P_?„2 OWNER CONTR. TELEPHONE NO. ` : T6R • ION �ecic . 01 FOO 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING RAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 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 i 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO C) COMMENTS: a !• � v�i � I� fi�l�L� 57761 -7 0 F„..,71 / - I Ci W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE • ❑ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑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 DAT TIME CITY OF ORONO CALLED IN -16 INSPECTION NOT}�E p SCHEDULED /0:00 PERMIT NO. Y ���70� COMPLETED 'S 3.6 ADDRESS b J GUt //ow V i�o4A) OWNER CONTR. L..a7'4-( TELEPHONE NO. (jIc DESCRIPTION 4, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING cc cc 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS cl) 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: CC Q. CC O CC O LU LU W CC WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W' 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY cj BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑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: Inspector. id 69 -44-S White Copy/Inspector's File Canary CopylSite Notice TIME CITY OF ORONO CALLED IN 5TE 3/ D l�iN INSPECTION NOTIC SCHEDULED : �,. PERMIT NO. � �'��� COMPLETED -CY � ADDRESS vC>S t I su; "J, -�-�= pie OWNER CONTR. 1,--0 TELEPHONE NO. / ,)Ye). L SI E DESCRIPTION L 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 • 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 • OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cc j O CC O W CC toQ W Lu WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ▪ 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CO 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContrackm site: Inspector. t 24 White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. i 7 14 COMPLETED f3� ( 3'3j ' ADDRESS g0 MO1.41 it ecil OWNER CONTR. Z y " TELEPHONE NO. DESCRIPTION • 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 4P16 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS • 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP t 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU: YES NO .C2/ COMMENTS: cc W CC cc a kl h Y CLC O cc c„z W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0• RRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 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.473-7357 Owner/Contra or on site: Inspector. ." �) White Copy/Inspector's File Canary Copy/Site Notice \/ DATE TIME CITY OF ORONO CALLED IN INSPECTIONt' �- IC / SCHEDULED C -If'c' / _ PERMIT NO. ' 15 7 �8 COMPLETED — l 'OC.,) ADDRESS Si,::•)5 j /- -e%0-<---) ll. �-� 4-ti s z2 OWNER inn r-i---) CONTR. , TELEPHONE NO. ' /..)—L. 5 7 0 4 -7 7 DESCRIPTION 0 LU 01 FOOTING 11 j'CHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 :,. • _ 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL sib 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 ct 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES NO o COMMENTS: CC W Q. , ��,1 ,�/ � /6 e-- />> till LIQ W cc Q W Z W CC d LU 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY OO;❑ 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY (.) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 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!Contracor on site: Inspector. 0,f,7 ��L« i/l White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED q -7- 0l 7- vo Alci PERMIT NO. 03788 COMPLETED� ADDRESS 906 ), 1l�-k)VI's OWNER C CONTR. (-12- 6-a(--`— /�44 5 • TELEPHONE NO. (.P I c ` , o 1 7 7 DESCRIPTION _.i/SSU /0—ii O h — re (,1 S Gt 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 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 Z OWNER/CONTRACTOR TO MEET YOU:_YES NO Le) COMMENTS: cc 0. cc O CC O U- W CC LeJLu 4` vv/ORK SATISFACTORY:PRC: 2..E1 ❑ PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY Ci 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor ons' r. Inspecto 1 White Copy/Inspector's File Canary Copy/Site Notice \ \ CITY OF ORONO v CALLED IN DATE TIME INSPECTION NOTICE SCHEDULED 1/ > 3`3 a PERMIT NO. P03-1$56 COMPLETED ADDRESS (KO S I \ ` o Wvi-t- OWNER \--Q.G1CONTR. TELEPHONE NO. (oI6q0 - y /Ti DESCRIPTION _` °k,71-inn 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 14. 2 FRAMING 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS 0 ULATION 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 IQ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL S OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: Q. cc J cc O ti CC W CC j CC tRRECT RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY .1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑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/Contractor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NorlcSCHEDULED 10 a q PERMIT NO.` D3'►� COMPLETED l;---2 O / � i(%r: ADDRESS 25 W;\ "- e_A) OWNER Q CONTR. J"e-C�1a--�--� TELEPHONE NO. (o) D.-Sch O. H 17 7 a,p 4`0." __- DESCRIPTION W�QZ L 01 FOOTING ) 11 MECHANICAL RI 18 EX*/GRADING/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 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 <"-- OWNER/CONTRACTOR TO MEET YOU: YES_NO COMMENTS: \---CC--r- N. P 1 J cc Li., O "\w'vlsCLoI % L✓a,l/ 7 I(3u c-4,O--- r-. (-.cam cc / W• �_ �, ( i LUW -----,_---( 8 \ N LWORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY • CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. t' 7,[�,i '- White Copy/Inspector's File Canary Copy/Site Notice / DATE TIME CITY OF ORONO (/ CALLED IN /� INSPECTION NOT( n�yy SCHEDULED f..-I1 ( =30 PERMIT NO. O 7t.P / COMPLEE7ED l 11 fI ADDRESS �� `t),'�l V' SGA/ OWNER / CONTR. / .e,"- a-vim TELEPHONE NO. 7(03 Lf u,(-1 q(,77 DESCRIPTION E(4otl /✓I„SpeC . LU 01 FOOTING 11 MECHANICAL RI 18 EXOAV/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 'T 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 14.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL � 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: �'�/YES_NO o COMMENTS: cc cc 0 0 cc 0 U. W CC Q W Z W CC Z Lu• J7aM40Rk SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCU NC I' O• 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING O< PERMANENT ' i",�, ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for th- next inspection 24 hours in advance. (952) 249-4600 Owner/Contra' ' . •'ite: Inspecto /i White Copyllnspector's File Canary Copy/Site Notice