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HomeMy WebLinkAbout2004 - P07304 - new structure CITY OF ORONO PERMIT 2750 Kelley Parkway - PO Box 66 Permit Number: P07304 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 4/5/2004 SITE ADDRESS: 965 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-44-0010 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Permit Class: Building Census Code 101 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) Other-(Retaining Walls Over 4'High) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 3,205.75 Valuation: $ 494,636.00 Plan Review Fee: $ 2,102.03 State Surcharge Fee: $ 250.50 SAC Fee: $ 1,350.00 TOTAL FEE: $ 6,908.28 APPLICANT: LeGranHomes OWNER: RVCHomes 1521 94th Lane NE 1003 Twelve Oaks Circle Blaine,MN 55449 Wayzata,MN 55391 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. API LI ANT RMI GNATURE ISSUED BY SIGNATURE Copies: 1-File(Siinitures Required), 1-Applicant, 1-Monthly Reports, 1-Assessin2, 1-Finance Page 1 , Total Fee: $ Lf, Lfi c l Date Received: - '(1 (Jul Entered By: '1,11? Permit#: 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 ORONTRA JOB SITE ADDRESS: q(p5 /u614.) (/!esti nayoz, ZIP: NAME OF OWNER: r,20 4445 aavr PHONE: (home) (work) �d 3-Ara-675-a MAILING ADDRESS: /5;2/ 9017 /N /ue. CITY: 624-we ZIP:5-6y4/9 CONTRACTOR: rah i�114h?4-SGo r , PHONE: VZ, - 23!)---5-7S-4:. CONTACT PERSON: .1/f1/'e K esreee. MOBILE/PAGER: /a/a2 590 46 S MAILING ADDRESS: j 91/Lit! it/Z-; CITY: .�/g1/ye- ZIP:3:54"1/4/9 STATE LICENSE: # f3S'7 ARCHITECT/ENGINEER: 2)f P T,G ,e1/) PHONE: 76 3 77o -m'/ MAILING ADDRESS:q/QD £gGTi/ yee 5r-Aro CITY: 4/,%/m ZIP: (54/419 NAME: REGISTRATION# TYPE OF WORK: New f Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): to " Alto STORIES: a SQ. FEET OF EACH FLOOR:4714,76:14/4 /' 93 NO. OF BEDROOMS: ( GARAGE STALLS: ATT./ DET. ESTIMATED CONSTRUCTION VALUATION (excluding land): $'/1:5) • % 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 roved plan. APPLICANT'S SIGNATURE: DATE: c_06, 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 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: 9(p W i LC owv(Cw PID: DESCRIPTION OF WORK: N E. ZONING REVIEW BY: I DATE APPROVED: 3 30 -°Y BUILDING REVIEW BY: air c, S DATE APPROVED: 3 -330-oaf FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes L/ No PLAN REVIEW Yes i/ No SEWER CONNECTION STATE SURCHARGE Yes v/ No WATER ER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes r/ No •" SITEINSPECTION Number of SAC-Units 1 OTHER (specify) ZONING CHECK LIST Zoning District: Fire Department: Post Office: School District: • Lot Area: Sq.ft. Acres /.7 3 Width Depth Survey Submitted: Yes X No Date of Survey: 2-Zy Proposed Setbacks: Front(Lake): 23S '± Right Side: -1-)°14 Rear(Street): (0 6.4 6 Left Side: 5 Adjacent Structures: N 1 A Wetland: 36 ± Building Height: Def. Hgt. 27.> Peak Hgt. 3y ' Lot Coverage: 01(... Grading: Staff Approval Date: 3 3t• b 4 By: 0,-4 , Council Approval Date: Septic: Staff Approval Date: N I A By: Zoning File: # — Resolution: # -- _ Resolution Date: Shoreland District: N 0 Avg. Setback: — Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS(in house): 7 BUILDING REVIEW CHECK LIST UBC: CONSTRUCTION TYPE: \ZN Sq Footage $Per Sq Ftg Basement x = 1st Floor x _ 2nd Floor x = Garage x x = TOTAL Estimated Construction Value: $ (19(-1,(0.310°v Inspections Required: Work Requiring Separate Permits: Site ' Plumbing Fire Hardcover Removal ,c Mechanical X Water Connection pc Footing Septic )c Sewer Connection y Framing y Fireplace 1 Lawn Irrigation Insulation (Masonry) pc Other (Le im 5 uu o `1 IJi 6 ill Wall Board ; (Mfg.) Well(State Permit) IC Final Grading/Filling X 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 i Part B. DEPRESSURIZATION PROTECTION Check option used: 0 Fuel burning equipment (complete schedules below) 0 No fuel burning equipment u it ;1 ; i INSTRUCTIONS EXHAUST/MAKE-UP AIR .: '; SCHEDULE* Step I. Complete the Combustion Equipment Schedule below. Only equipment Exhaust device over 300 elm Flow with a Y(Yes)may be selected under the"Category I"alternate. N 4- cfm Step 2. Complete Exhaust/Make-up Air Schedule on the right if direct or power cfm vented or solid fuel atmospheric vent space heating equipment is selected. cfm COMBUSTION tQUIPMENT SCHEDULE (check all types proposed) Space heating—nonsolid fuel 0 Sealed combustion Y Hearth — nonsolid fuel 0 Sealed combustion Y ' Direct or power vented Y* Q'.Direct or power vented Y Atmospherically vented N Atmospherically vented N Water heating—nonsolid fuel 0 Sealed combustion Y Space heating—solid fuel 0 Atmospherically vented Y* 0 Direct or power vented Y Water heating—solid fuel ❑ Atmospherically vented Y �rGT�ese--- Atmospherically vented ' N Hearth—solid fuel ❑ Atmospherically vented Y * If atmospherically vented solid fuel or direct or power vented nonsolid fuel space heating is installed, then make-up air to match flow is required for each individual exhaust device which exceeds 300 cubic feet per minute. Part Ct. VENTILATION VENTILATION QUANTITY (Mechanical ventilation must be provided per the larger quantity calculated below) MZelf f cubic feet x 0.00583/minute= ` yziA cfm ( 1 x 15 cfm/bedroom)+15 cfm= $4,,,. cfm volume of habitable rooms number of bedrooms VENTILATION FAN SCHEDULE Check method(s)proposed 4 0 Exhaust only gBalanced (heat recovery ventilator,air exchanger,etc.) Fan description or location 4 a A,/441'12—, Z—(p/-tr{T TOTALS VENTILATION Intake cfm cfm elm cfm Z5o cfm AS DESIGNED Exhaust cfm cfm cfm cfm Z,J<j cfm Statement of Compliance: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Minnesota Energy C�odee.. ke__ 2 /! - 1 K).&-6-T- 17 _ &11colo9 7 3 76774 Applicant(print name) Signature Date Telephone number Part C2. VENTILATION (Submit Part C2 upon completion of system verificationt) Job Site Address: Permit Number Fan description or location //AATOTALS MEASURED ` Intak .: '" • cfm cfm cfm cfm PERFORMANCEt Exhaust cfm cfm';` cfm cfm cfm t Ventilation rate must be measured d verified when the performance option is used in lieu of the prescriptive option for the sealing of joints in the. building conditioned envelope(from Part A). Compliance Statement: Installed ventilation system is in compliance with MN Energy Code and is sized to provide the design air flow. Applicant(print name) Signature Date Telephone number , Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE:203608 COUNTY:Hennepin STATE:Minnesota ZONE:2 CONSTRUCTION TYPE: Single Family DATE:02/19/04 DATE OF PLANS: 2/19/04 PROJECT INFORMATION: PFISTER RESIDENCE L09,B01 -WILLOW VIEW 965 WILLOW VIEW DRIVE ORONO,MN COMPANY INFORMATION: LEGRAN HOMES CORP. COMPLIANCE:Passes Maximum UA=749 Your Home=617 17.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energy Truss 2411 44.0 0.0 53 Wall 1: Wood Frame, 16"o.c. 4242 19.0 0.0 199 Window 1: Above Grade,Vinyl Frame,Double Pane with Low-E 676 0.320 216 Door 1: Solid 72 0.140 10 Door 2: Glass 117 0.320 37 Basement Wall 1: Solid Concrete or Masonry,4.0'h113.5'bg/4.0'insul 224 10.0 0.0 17 Basement Wall 2: Solid Concrete or Masonry, 9.0'htJ8.5'bg/9.0'instil 1116 11.0 0.0 61 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 719 30.0 0.0 24 Furnace 1:Forced Hot Air, 90 AFUE Proposed and Maximum U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.320 0.370 Includes Foundation Windows>5.6 ft2 Floors Over Unconditioned Space 0.033 0.033 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 1999 Minnesota Energy Code requirements in MECcheck Version 3.2 Release 1. Builder/Designer Date WIRIA(41- • 203608 FRONT PORCH FOUNDATION TJ-seam(TM)6lQSerial Numberh7�r8i3009804 3 1/2" x 9 1/4" 2.0E Parallam® PSL, Wolmanized® - SL 2 (16/o MC User:1 211812004 239:10 PM 280/ Page 1 Engine Version:1.10.3 �v+ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:43'9" 14 IF 4 } # 0; 3'6 13"3„ b 9' s 17 d a• 3* Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 0 1749 6" - Point(Ibs) Roof(1.25) 0 2431 13'6" - Point(Ibs) Roof(1.25) 0 3443 22'6" - Point(Ibs) Roof(1.25) 0 4982 35'6" - Point(Ibs) Roof(1.25) 0 1132 43'3" - Uniform(plf) Floor(1.00) 120.0 45.0 0 To 13'6" Adds To Uniform(pif) Floor(1.00) 200.0 75.0 13'6"To 22' Adds To Uniform(0f) Floor(1.00) 160.0 60.0 22'To 36' Adds To Uniform(plf) Floor(1.00) 200.0 75.0 36'To 43'9" Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.50" 5.50" 990/2164/0/3154 L5 None 2 Wood column 5.50" 8.62" 2653/3462/0/6115 L5 None 3 Wood column 5.50" 10.07' 2728/4421/0/7149 L5 None 4 Wood column 5.50" 12.41" 2715/6094/0/8809 L5 None 5 Wood column 5.50" 5.50" 992/1431 /0/2422 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 -Bearing length requirement exceeds input at support(s)2,3,4.Supplemental hardware is required to satisfy bearing requirements. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST SUITE 106 BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN©VISI.COM Copyright 0 2003 by True Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist. �� 4,eir, 203608 FRONT PORCH FOUNDATION 7.LBeem(TM)6.10SerialNumbet 7c"uro03009804 3 1/2" x 9 1/4" 2.0E Parallam® PSL, Wolmanized® - SL 2 (16% < MC < User.1 2/18/2004 2:39:12 PM '280/0) Page 2 Engine Version:1.10.3 / THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -2006 -1719 4256 Passed(40%) Rt.end Span 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -4080 -4080 7822 Passed(52%) Bearing 2 under Floor ADJACENT span loading Live•_oad Dell(in) 0.230 0.326 Passed(L/679) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.390 0.651 Passed(L/401) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L/480,TL:L/240).Additional checks follow. -Left Overhang:(LL:0.200",TL:0.200"). -Right Overhang:(LL:0.200",TL:0.200"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern 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 Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration:Wolmanized®-SL 2(16%<MC<28%).Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by Trus Joist.Warranties extended by Trus Joist do not include the adequacy or performance of the treatment. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST SUITE 106 BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business Parallamm is a registered trademark of Trus Joist. ~� r 203608 GAME RM FRENCH DR +t�a� _8 3 Pcs of 1 3/4" x 14" 2.0E Parallam® PSL R TJ-Beam(TM)6.10 Serial Number:7003009804 PUser:age 1 Engin Vers04 ion:1.10_3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 - CONTROLS FOR THE APPLICATION AND LOADS LISTED Di 93.8" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 670.0 251.0 0 To 3' Adds To Uniform(plf) Floor(1.00) 720.0 270.0 3'To 13'8" Adds To Point(lbs) Floor(1.00) 0 3847 3" - Point(lbs) Floor(1.00) 0 2239 3'3" - Point(lbs) Floor(1.00) 0 6405 13'5" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Wood column 5.25" 5.25" 5057/7634/0/12692 L5 None 2 Wood column 5.25" 5.25" 5179/9008/0/14188 L1:Blocking Custom Blocking -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 8532 7242 14210 Passed(51%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 25980 25980 40743 Passed(64%) MID Span 1 under Floor loading Live Load Defl(in) 0.230 0.326 Passed(L/681) MID Span 1 under Floor loading Total Load Defl(in) 0.375 0.652 Passed(L/417) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE, MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright h 2003 by Trus Joist, a Weverhaeuser Business Parallami® is a registered trademark of Tru_: Joist. 203608GAME RM FRENCH DR A0. erhaeu¢r Business 3 Pcs of 1 3/4" x 14" 2.0E Parallam® PSL TJ-BearnaM)8.10 Serial Number:7003009804 User.1 1722/2004 9:02:57 AM Page Engine Version:1.10.3 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 states 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright CJ 2003 by 'Pru:; Jvist, a Wevcrhaeuser Business Parallam® is a reyi si.uicd trademark of Tru_ Joist. 203608 MEDIA WDW AW'everhxucer&mnxls 3 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL • TJ-Beam(TM)6.10 Serial Number 7003009804 User:1 1/22/2004 8:55:56 AM Page Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 6 12' b Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 360.0 135.0 0 To 12' Adds To Point(lbs) Floor(1.00) 0 11265 3" - Point(lbs) Floor(1.00) 0 10826 11'9" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 2400/12258/0/14658 L1:Blocking Custom Blocking 2 Wood column 5.25" 5.25" 2400/11819/0/14219 L1:Blocking Custom Blocking -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3217 -2698 9642 Passed(28%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 9148 9148 19585 Passed(47%) MID Span 1 under Floor loading Live Load Defl(in) 0.216 0.379 Passed(L/633) MID Span 1 under Floor loading Total Load Defl(in) 0.305 0.569 Passed(L/447) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 2003 by Trus Joist, a Weyr=rha,user Business Parallam® is a registered trademark of Trus Joist. ,*.Div---444geht 203608 BSMT STAIRS A'A er 0 3009 ness 3 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL 7 TJ-Beam(TM)6.10 Serial Number 7003009804 PUser:age 1 Engine Vers04 ion: AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED J 24'2" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 64.0 24.0 0 To 24'2" Adds To Point(lbs) Floor(1.00) 0 1478 21'3" - Point(lbs) Floor(1.00) 0 4434 23'3" SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length Live!Dead/UpliftfTotal Depth 1 Microllam LVL beam 3.50" Hanger 1256/983/0/2239 1 11.88" N/A H1:Face Mount Hanger None 2 Wood column 5.25" 5.25" 1258/6342/0/7600 N/A N/A N/A L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger,L5 HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger HU5.125/12 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:22-10d,Top N/A,Member:8-10d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -7549 -2934 12053 Passed(24%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 14776 14776 29854 Passed(49%) MID Span 1 under Floor loading Live Load Defl(in) 0.506 0.589 Passed(U559) MID Span 1 under Floor loading Total Load Defl(in) 1.062 1.178 Passed(0266) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright e 2003 by Trus Joist, a Weyerhaeuser Business Parallame and Microllame are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Ins. 203608 BSMT STAIRS ^Vi�acncer Bwiness 3 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number.7003009804 Pagel Engin2004 e 8:48:46 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.10.3 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright S 2003 by Trus Joist, a Weyerhaeuser Business Parallam and Microllarw® are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. iWi203608 BSMT STAIRS -ARnerhaeucerBusiness 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL Tf-BeamaNil 6.10 Serial Number 7003009804 User.1 1/22/2004 8:46:07 AM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED t ti _ 7C 18'1" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniforrn(pif) Floor(1.00) 64.0 24.0 0 To 18'1" Adds To Point(lbs) Fioor(1.00) 0 1478 15'3" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/DeadlUplift/Total 1 Wood column 5.25" 5.25" 940/683/0/1624 L5 None 2 Wood column 5-25" 5.25" 940/1735/0/2675 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -2626 -2452 8035 Passed(31%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7952 7952 19902 Passed(40%) MID Span 1 under Floor loading Live Load Deft(in) 0.234 0.436 Passed(L/897) MID Span 1 under Floor loading Total Load Dell(in) 0.478 0.873 Passed(U438) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE, MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2003 by Trus Joist, a Weyerhaeuser Busier ParallemS is a registered trademark of Tree. Joist. 203608 PORCH .A\l'{ryerhneuur business 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number:7003009804 User:1 1/21/2004 4:22:22 PM Page Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope0112 Overall Dimension:2T rig o! 0 T6 13'8" 3 8' 2d All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 150.0 56.0 0 To 13'10" Adds To Uniform(plf) Roof(1.25) 230.0 86.0 13'10"To 22' Adds To Point(lbs) Roof(1.25) 0 1929 2" - Point(lbs) Roof(1.25) 0 1015 13'10" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1003/2440/0/3443 L5 None 2 Wood column 5.25" 5.25" 2748/2234/0/4982 L5 None 3 Wood column 5.25" 5.25" 827/305/0/1132 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -1990 -1736 8035 Passed(22%) Rt.end Span 1 under Roof ADJACENT span loading Moment(Ft-Lbs) -4462 -4462 16321 Passed(27%) Bearing 2 under Roof ADJACENT span loading Live Load Defl(in) 0.152 0.448 Passed(U999+) MID Span 1 under Roof ALTERNATE span loading Total Load Defl(in) 0.207 0.672 Passed(L/781) MID Span 1 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U240).Additional checks follow. -Left Overhang:(LL:0.200",TL:0.200"). -Right Overhang:(LL:0.200",TL:0.200"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. - PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST. NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2003 by Trus Joist, a Weverhaauser Business Parallamm is a registered trademark of Tins Joist. Cer~g 203608 PORCH �AIXkberhaeuurBnsin�cc 3/4" " Parallam® PSL TJ-Beam(TM)6.10 Serial Number:7003009804 2 Pes of 1 x 9 1/2" 2.0E User:1 121/2004 4:2222 PM Page Engine Version:1.1a 3 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Cspyrrght eJ 2003 by Trus Joist a Weyerha'usar Business Parallam® is a registered tradcm;nk :,f Trus Joist. 203608 PORCH AIX-ver 0siness 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL 70300 TJ-Beam(TM)6.10 Serial Number:7003009804 User 1 Engine Version: 6:1 0. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope0/12 4 ❑T i� 8.4" 3 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 80.0 30.0 0 To 8'4" Adds To Point(lbs) Roof(1.25) 0 1473 2'3" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length Live/Dead/Upiittffotal Depth 1 Wood column 5.25" 5.25" 418/1335/0/1753 N/A N/A N/A L5 None 2 Microllam LVL beam 3.50" Hanger 416/599/0/1015 1 9.50" N/A H6:Face Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,H6:Face Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Face Mount Hanger LUS48 0/12 0 No N/A N/A N/A -Nailing for Support 2: Face:6-10d,Top N/A,Member:4-10d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1704 1267 5786 Passed(22%) Lt.end Span 1 under Dead loading Moment(Ft-Lbs) 3010 2449 11751 Passed(21%) MID Span 1 under Dead loading Live Load Defl(in) 0.019 0.258 Passed(0999+) MID Span 1 under Roof loading Total Load Defl(in) 0.068 0.386 Passed(L/999+) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright FJ 2003 by Tru^ Joist, a Weyerhaeuser Business Parallarr9 and Microllanry' are registered trademarks of Trus Joist.. Simpson Strong-Tre'B Connectors is a registered trademark of Simpson Strong-Tie Company, In:. 203608 PORCH r 6asine4 2 Pcs of 1 3/4" x 9 1/2" 2,0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number.7003009804 PM Page 2 EngneVerson'11.03 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 1003 by Trus Joisl, a Weyerhaeuser Business Parallaml9 and Microllarret are registered trademarks of Trus Joist. Simpson Strong-Ties' Connectors io .e rtep::tried trademark of Simpson Strong-Tie Company, Inc. 203608 PORCH u ANerverfiaeucer 6u5incs5 2 Pcs of 1 3/4" x 9 1/2" 2.0E ParaIlam® PSL TJ-Beam(rM)6.10 Serial Number:7003009804 User:1 Pagel Engine OVersion:04 21.403 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Sloped/12 4 a7 C 8'4" d All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 80.0 30.0 0 To 8'4" Adds To Uniform(plf) Roof(1.25) 160.0 60.0 0 To 8'4" Adds To Point(lbs) Roof(1.25) 0 1473 2'3" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Wood column 5.25" 5.25" 1086/1586/0/2672 N/A N/A N/A L5 None 2 Microllam LVL beam 3.50" Hanger 1081 /849/0/1929 1 9.50" N/A H6:Face Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,H6:Face Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Face Mount Hanger U410 0/12 0 No N/A N/A N/A -Nailing for Support 2: Face:14-10d,Top N/A,Member:6-10d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2554 2210 8035 Passed(28%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 4412 4412 16321 Passed(27%) MID Span 1 under Roof loading Live Load Defl(in) 0.048 0.258 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.109 0.386 Passed(L/851) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE, MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright O 2003 by Trus Joist, a Weyerhaeuser Business ParallarC® and tlicrollara8 are registered trademarks c,f Trus Joist. Simpson Strong-Tice Connectors is a registered trademark of Simpson Strong-Tie Company, In,. 203608 PORCH 7003 WAViverhaelmer 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number 7003009804 User 1 1/21/204 4:15'24 PM Page 2 Engine Vesion:1. 03 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright- kJ 2003 by Trus ,Mist, a Weyerhaeuser Business Parallam® and Microllam® are registered trademarks of Trus Joist_ Simpson Strong Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, 1nc- Tj � ht 203608 PORCH �C'r�l 'AREver:70030 0804s 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number:7003009804 User:1 Engine Vers04 ion: 10. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope0/12 l ^rrV [1: 2 14' d All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 120.0 45.0 0 To 14' Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Microllam LVL beam 3.50" Hanger 980/493/0 11473 1 9.50" N/A H6:Face Mount Hanger None 2 Microllam LVL beam 3.50" Hanger 980/49310/1473 1 9.50" N/A H6:Face Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H6:Face Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger LUS410 0/12 0 No N/A N/A N/A 2 Face Mount Hanger LUS410 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:8-10d,Top N/A,Member:6-10d -Nailing for Support 2: Face:8-10d,Top N/A,Member:6-10d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1411 -1245 8035 Passed(15%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 4734 4734 16321 Passed(29%) MID Span 1 under Roof loading Live Load Deft(in) 0.215 0.447 Passed(L/749) MID Span 1 under Roof loading Total Load Deft(in) 0.323 0.671 Passed(L/498) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ole unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE, MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 2003 by True Joist, a Weyerhaeuser Business Parallam and Microllam are real.stet e'J trademarks of Trus Joist. Simpson Strong-Ties+ Connrctu,a is a rsrpisten d Ii idemark of Simpson Strong-Tie Company, Inc. 4„„ip� ��_��� 203608 PORCH A�r6erl.:70030ttnA 2 Pcs of 1 3/4" x 9 1/2" 2.0E Paralla117® PSL TJ-Beam(TM)6.10 Serial Number:7003009804 User:1 1/21/2004 4:10:02 PM Page Engine Version:1.10-3 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business Parallam® and Micron am6) :rro registered trademark,, of True Joist. Simpson Strong-Tie*, Connectors is a registered track-mark of Simpson Strong-Tie Company, Inc. 203608 PORCH Vimirkveuserls 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL TJ-Beam(T.4)6.10 Serial Number:7003009804 PUser:age 1 Engine Vers04 ion:1.149 0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof SlopeO/12 Overall Dimension:14' 1- 2'H 13'8" 21N All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1, Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 150.0 56.0 0 To 14' Adds To Point(lbs) Roof(1.25) 0 660 13'10" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1190/559/01l749/559/0 L5 None 2 Wood column 5.25" 5.25" 1190/1241 /0/2431 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -1674 -1420 8035 Passed(18%) Rt.end Span 1 under Roof ADJACENT span loading Moment(Ft-Lbs) 5415 5415 16321 Passed(33%) MID Span 1 under Roof ALTERNATE span loading Live Load Defl(in) 0.247 0.441 Passed(L/644) MID Span 1 under Roof ALTERNATE span loading Total Load Defl(in) 0.359 0.661 Passed(U442) MID Span 1 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U240).Additional checks follow. -Left Overhang:(LL:0.200",TL:0200"). -Right Overhang:(LL:0.200",TL:0.200"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE, MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business Parallam® is a register+:d tradVmaiP cif Trus ito3'. r"T /6"/ 203608 PORCH #4/6"/ 203608 2 Pcs of 1 314" x 9 1/2" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number 7003009804 PUser.1aget Engin Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.10.3 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright �J 2003 by Trus Joist, a Weyerhaeuser Business Parallamd is a registered trademark of Trus Joist. �f' 203608 MUD RM DR `fi � am® PSL p�mbr7003F09804 2Pcsof13/4" x91/2" 2.0EParall TJ-Beam(TM)6.10 Serial Number:7003009804 User:1 1!21/2004 3.59:59 PM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 0 0 A-3.8•• 4 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 320.0 120.0 0 To 3'8" Adds To Uniform(plf) Roof(1.25) 760.0 405.0 0 To 1'6" Adds To Uniform(plf) Roof(1.25) 190.0 71.0 0 To 3'8" Adds To Point(lbs) Roof(1.25) 0 1828 1'6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1972/2025/0/3997 L5 None 2 Wood column 5.25" 5.25" 1185/1204/0/2389 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3393 1478 6428 Passed(23%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 2668 2668 16321 Passed(16%) MID Span 1 under Roof loading Live Load Defi(in) 0.006 0.101 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.016 0.152 Passed(L/999+) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright C+ 2Gn 2nTrus ,Joist, a ltu:ane,_ Parallams is a r=aisterril trademark of Trus Joist. e" 203608 GAR/SPORT COURT 1j ZZ Kr�1804 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL TJ-Beem(rM)6.10 Serial Number:700300.9604 User:1 121/2004 3:49:22 PM Page 1 Engine Version_1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof SlopeOtl2 E1 8.8” All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 1000.0 375.0 0 To 8'8" Adds To Uniform(plf) Floor(1.00) 280.0 105.0 0 To 8'8" Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDead!UpliftlTotal 1 Wood column 5.25" 5.25" 5633/2201 /0/7835 L5 None 2 Wood column 5.25" 5.25" 5633/2201 /0/7835 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 7270 -5254 10044 Passed(52%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 14615 14615 24878 Passed(59%) MID Span 1 under Roof loading Live Load Defl(in) 0.154 0.268 Passed(L/625) MID Span 1 under Roof loading Total Load Defl(in) 0.215 0.402 Passed(U450) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L1360,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. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values- The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE, MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 2003 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. C. 203608 GAR DR AIXeyerbetsertcs 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number 7003009804 PUser:age 1 Engin Vers04 ion: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof SlopeO/12 10' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):20.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 520.0 240.0 0 To 10' Adds To Uniform(plf) Roof(1.25) 280.0 105.0 0 To 10' Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 3.50" 4100/1865/0/5965 L5 None 2 Wood column 3.50" 3.50" 4100/1865/0/5965 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 5766 -4436 10044 Passed(44%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 13935 13935 24878 Passed(56%) MID Span 1 under Roof loading Live Load Defl(in) 0.191 0.322 Passed(11606) MID Span 1 under Roof loading Total Load Defl(in) 0.279 0.483 Passed(11416) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright. 0, 2003 by Trus Joist, a Weyerhaeuser Busin.r, Parallam0 is a registered trademark or Tors Joist. .k 203608 DINETTE FRENCH DR linieAWeverhaeuscr0asincc+ 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number:7003009804 User 1 ngineVersio:58PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10-3 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 a 13.8" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 120.0 45.0 0 To 13'8" Adds To Uniform(plf) Roof(1.25) 240.0 90.0 0 To 13'8" Adds To Point(Ibs) Floor(1.00) 0 2558 13'5" - SUPPORTS: Input Searing Vertical Reactions(lbs) Detail Other Width Length LivelDead/UpliftiTotal 1 Wood column 5.25" 5.25" 2733/1114/0/3847 L5 None 2 Wood column 5.25' 5.25" 2733/3672/0/6405 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3671 -3044 10044 Passed(30%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 11969 11969 24878 Passed(48%) MID Span 1 under Roof loading Live Load Defl(in) 0.290 0.435 Passed(U539) MID Span 1 under Roof loading Total Load Defl(in) 0.408 0.652 Passed(L/383) MID Span 1 under Roof loading -Deflection Criteria:STANDAR D(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 2003 };y ?'ns Joist, a Ideyarh, a-ger Hus ine=ss Parallam0 is a racistered trail,mark <.t Tru__ Joist. �� 203608 DINETTE A`+ yerhaeuser604s 2 Pcs of 1 3/4" 7/8" R x 11 2.0E ParallamPSL ® TJ-Beam(TM)6.10 Serial Number:70030099804 User 1 1212004 3:26:48 PM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 114117/1 6'6" A Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 54.0 20.0 0 To 6'6" Adds To Uniform(plf) Roof(1.25) 400.0 270.0 0 To 6'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1606/1033/0/2639 L5 None 2 Microllam LVL beam 5.25" 5.25" 1606/1033/0/2639 Al:Blocking 1 Ply 1 3/4"x 11 7/8"2.0E Parallam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,A1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(fbs) 2385 -1480 10044 Passed(15%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 3503 3503 24878 Passed(14%) MID Span 1 under Roof loading Live Load Deft(in) 0.019 0.147 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.032 0.294 Passed(L/999+) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 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 Building Code UBC analyzing the TJ Distribution product listed above, -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright. 0 2003 by Trus Joist, a Weverha•''user Business ParallamV and Microilam0 are realetered trademarks of Trus Joist. Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver: 6.00.5 By: dfp planning design , dfp planning design on: 01-21-2004 : 3:36:36 PM 'roiect: 203608-Location: DINETTE Summary: A992-50 W10x26 x 16.0 FT Section Adequate By: 0.9% Controlling Factor: Moment Center Span Deflections. DLD Center= 0.23 NiILDeed Load:Load: LLD-Center= 0.17 IN=U1119 Load: TLD-Center= 0.40 IN= U474 Total Center Span Left End Reactions(Support A): LL-Rxn-A= 3813 LB Dead Load:LiveLoad: DL-Rxn-A= 13814 LB Total Load: TL-Rxn-A= 17627 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.74 IN Center Span Right End Reactions(Support B): LL Rxn B- 4847 LB Load:LiveLoad: DL-Rxn-B= 14699 LB Dead Total Load: TL-Rxn-B= 19545 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.74 IN Beam Data: L2= 16.0 FT Center Span Length: 16.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 16.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 470 PLF Dead Load: wD-2= 176 PLF Beam Self Weight BSW= 26 PLF Total Load: wT-2= 672 PLF Point Load 1 Live Load: PL1-2= 0 LB Dead Load: PD1-2= 11005 LB Location (From left end of span): X1-2= 0.25 FT Point Load 2 Live Load: PL2-2= 0 LB Dead Load: PD2-2= 10978 LB Location (From left end of span): X2-2= 14.42 FT Point Load 3 Live Load: PL3-2= 0 LB Dead Load: PD3-2= 2690 LB Location (From left end of span): X3-2= 14.5 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 760 PLF Left Dead Load: TRD-Left-1-2= 405 PLF Right Live Load: TRL-Right-1-2= 760 PLF Right Dead Load: TRD-Right-1-2= 405 PLF Load Start: A-1-2= 14.5 FT Load End: B-1-2= 16.0 FT Load Length: C-1-2= 1.5 FT Properties for: W10x26/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.33 N Web Thickness: tw= 0.26 N Flange Width: bf= 5.77 N Flange Thickness: tf= 0.44 N Distance to Web Toe of Fillet: k= 0.74 N Moment of Inertia About X-X Axis: Ix= 144.00 N4 Section Modulus About X-X Axis: Sx= 27.90 N3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.54 N Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.56 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 39.73 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 16.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 5.17 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= 8.19 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 7.93 KSI Allowable fb per ASD Egn F1-7: F1-7= 10.94 KSI Allowable fb per ASD Eqn F1-8: F1-8= 15.36 KSI Elastic Limit of ASD Eqn F1-6: ELI-6= 12.96 FT ` Page: 2 Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 6.00.5 By: dfp planning design , dfp planning design on: 01-21-2004 : 3:36:36 PM Project: 203608-Location: DINETTE Allowable Bending Stress: Fb= 15.36 KSI Web Height to Thickness Ratio: h/tw= 36.35 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 35379 FT-LB 9.92 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 Moment Strength: Mr= 35713 FT-LB Controlling Shear: V= 19545 LB 16.0 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr— 53716 LB Moment of Inertia(Deflection): Ireq= 72.86 IN4 I= '144.00 IN4 Multi-Loaded Beam(AISC 9th Ed ASD ]Ver: 6.00.5 By: dfp planning design , dfp planning design on: 01-21-2004 Project: 203608-Location: DINETTE Summary: A992-50 W10x26 x 16.0 FT Section Adequate By: 0.9% Controlling Factor. Moment SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 20000-^s 17627 lbs @ 0 ft 10000- 1 Shear (lbs) 0 -10000 - -20000 - -19545 lbs @ 16 — 40000- 35379 ft-lbs @ 10 ft 11 20000- Moment (ft-Ib) 0 -20000 -40000 - -0.5 - -0.25 - Deflection (in) 0 0.25- 0.5- 0.405 in @ 8.3 ft Center Span = 16 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 Multi-Loaded Beam[AISC 9th Ed ASD]Ver: 6.00.5 By: dfp planning design , dfp planning design on: 01-21-2004 Project: 203608-Location: DINETTE Summary: A992-50 W10x26 x 16.0 FT Section Adequate By: 0.9% Controlling Factor: Moment LOADING DIAGRAM P P1 2-3 I V TR' � B A Center Span = 16 ft Reactions Live Load Dead Load Total Load Uplift Load A 3813 Lb 13814 Lb 17627 Lb O Lb B 4847 Lb 14699 Lb 19545 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 470 Plf 176 Plf 26 Plf 672 Plf Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 760 Plf 405 Plf 760 Plf 405 Plf 14.5 Ft 16 Ft Point Loading Live Load Dead Load Location P1 0 Lb 11005 Lb 0.2 Ft P2 O Lb 10978 Lb 14.4 Ft P3 0 Lb 2690 Lb 14.5 Ft 144." WWOht. 203608 STAIR/MUD AWesterfiarncerBu802 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL TJ-Beam(TM)8.10 Serial Number:70030098044 PUser age Engine043on.11015 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version'1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:12' 11 1 .2.' b 6'10" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 720.0 270.0 0 To 3'6" Adds To Uniform(plf) Floor(1.00) 680.0 255.0 3'6"To 12' Adds 1 SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDeadlupllft!Total 1 Wood column 5.25" 5.25" 1877/559/0/2436 L5 None 2 Wood column 3.50" 3.50" 5263/2067/0/7330 L5 None 3 Wood column 5.25" 5.25" 2236/822/0/3058 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3939 2800 8035 Passed(35%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -4363 -4363 19902 Passed(22%) MID Span 1 under Floor loading Live Load Deft(in) 0.028 0.163 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.036 0.326 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE, MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN©VISI.COM Copyriaht G0 2003 by Trus Joist, a Weyerha,user Business Parallamt9 is a registered trademark of True Joist. eht 203608 GRT RM WDW Tife -A erh:euserBrsiness 3 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number:7003009804 User 1 1121/2004 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED 41- 41 a 12' d Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 360.0 135.0 0 To 12 Adds To Uniform(plf) Roof(1.25) 760.0 405.0 0 To 5'3" Adds To Point(lbs) Roof(1.25) 0 3816 5'3" - Point(Ibs) Floor(1.00) 0 1509 5'6" - Point(Ibs) Roof(1.25) 0 3816 11'9" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Plate on masonry wall 5.25" 5.25" 5576/5690/0/11265 L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.0E Parallam®PSL 2 Wood column 5.25" 5.25" 3214/7611 /0/10826 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 10723 8790 15066 Passed(58%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 31803 26560 29854 Passed(89%) MID Span 1 under Floor loading Live Load Defl(in) 0.201 0.379 Passed(L/678) MID Span 1 under Roof loading Total Load Defl(in) 0.510 0.569 Passed(U267) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 OFPPLANNINGDESIGN@VISI.COM Copyright sn 2003 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark. of Trus Joist. _ 203608 GRT RM WDW � _�AR'itie r&rsinms .0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number:7003009804 3 Pcs of 1 3/4" x 11 7/8" 2 Pagel Engin Version: 2:19 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.10.3 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright C4 2003 by Trus Joist, a Wevorhaauser Business Parallam® is a registered trademark of Trus Juist- 203608 GRT RM/CLO �:everhaeu�er8usin4 2 Pcs of 1 3/4 x 11 7/8 2.0E Parallam® PSL TJ-Beam(TM)6.'10 Serial Number 7003009804 User.1 1/21/2004 3:19:28 PM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED L � 111 18'2" a Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(0) Floor(1.00) 54.0 20.0 0 To 18'2" Adds To Point(lbs) Floor(1.00) 0 6729 17'3" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDeadlUpliftlTotal 1 Microllam LVL beam 3.50" 3.50" 847/662/0/1509 Al:Blocking 1 Ply 1 3/4"x 11 7/8"2.0E Parallam®PSL 2 Wood column 5.25" 5.25" 861/6938/0/7799 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -7755 1327 8035 Passed(17%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 7771 7771 19902 Passed(39%) MID Span 1 under Floor loading Live Load Defl(in) 0.222 0.442 Passed(L/956) MID Span 1 under Floor loading Total Load Defl(in) 0.483 0.884 Passed(U440) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 2003 by Trus Joist, a Weyerhaeuser Business Parallam® and Microllam0 are registered trademarks of True Joist. T�,iwych/ 203608 GRT RM/STAIRS 7J-Beam(TM)6.10 Serial Number�7t003009804 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL Pagel1/21/2004 eVersi 7:49 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 ra 13' A Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 760.0 285.0 0 To 2' Adds To Tapered(ptf) Floor(1.00) 480.0 To 350.0 180.0 To 131.0 2'To 8'6" Adds To Uniform(plf) Floor(1.00) 350.0 131.0 8'6"To 13' Adds To Point(lbs) Floor(1.00) 0 1736 2' - Point(lbs) Floor(1.00) 0 580 8'3" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth i Microllam LVL beam 3.50" Hanger 3593/3135/0/6729 1 11.88" N/A H1:Face Mount Hanger None 2 Wood column 5.25" 5.25" 2719/1715/0/4434 N/A N/A N/A L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger,L5 HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger HGUS410 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:46-16d,Top N/A,Member:16-16d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 6404 5303 8035 Passed(66%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 14857 14857 19902 Passed(75%) MID Span 1 under Floor loading Live Load Defl(in) 0.268 0.310 Passed(L/554) MID Span 1 under Floor loading Total Load Defl(in) 0.470 0.620 Passed(L/317) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright. 0 2003 by Trus Joist, a Weyerhaeuser Business Parallam® and Microllamin are registered trademarks of Trus Joist. Simpson Strong,Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. CgifijAh-t203608 GRT RM/STAIRS ver 9ine,s 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL TJ-Beam(TM)8.10 Serial Number:7003009804 User 1 Engin Vers04 ion: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.10.3 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Parallam® and Microllam® are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 04, x 203608 FOYER/STUDY isit s 3/4" 7/8" R TJ-Beam(TM)6.10 Serial Number 7003009804 2 Pcs of 1 x 11 2.0E Parallame PSL PUser:age 1 Engine Vers04 ion: 4:50 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Versions 1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 17° a Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 54.0 20.0 0 To 17' Adds To Point(lbs) Floor(1.00) 0 854 6'6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplitUfotal Depth 1 Microllam LVL beam 3.50" Hanger 798/938/0/1736 1 11.88" N/A H1:Face Mount Hanger None 2 Wood column 5.25" 5.25" 800/732/0/1532 N/A N/A N/A L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger,L5 HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger LUS410 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:8-16d,Top N/A,Member:6-16d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1695 1554 8035 Passed(19%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 7784 7784 19902 Passed(39%) MID Span 1 under Floor loading Live Load Defl(in) 0.165 0.410 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.385 0.820 Passed(U511) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:IJ240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Parallam® and Microllamm are reai.st.ered trademarks of Trus Joist, Simpson Strong-Tie® Connectors is a registered trademark of Sampson Strong-Tie Company, anc:. [411/17 y- 203608 FOYER/STUDY " Fe( 7003 09804 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL 7J-Beam(TM)6.10 Serial Number:7003009804 Paget Engine 04 Version: 10. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.10.3 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright r0 2003 by Trus Joist, a Weyerhaeuser Business Parallax® and Microll.arrfiv are registered trademarks of Trus Joist. Simpson Strong-Tien Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. �_�� - 203608 FOYER STAIRS _`' AVEbe rt09804s 1 314" x 11 7/8" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number 7003009804 PUser:age 1 Engin Version: 0:16 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED b 9'6" 3 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Floor(1.00) 130.0 To 0.0 49.0 To 0.0 0 To 9'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 TJI beam 1.75" Hanger 599/256/0/854 1 11.88" N/A H2:Face Mount Hanger None 2 Microllam LVL beam 3.50" Hanger 399/181 /0/580 1 11.88" N/A H1:Face Mount Hanger None -Backer Blocks are required at support(s): 1. -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):H2:Face Mount Hanger,H1:Face Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger IUT9 0/12 0 No N/A N/A N/A 2 Face Mount Hanger IUT9 0/12 0 No N/A N/A NIA -Nailing for Support 1: Face:8-10d,Top N/A,Member:2-N10 -Nailing for Support 2: Face:8-N10,Top N/A,Member:2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 819 593 4018 Passed(15%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 1578 1578 9951 Passed(16%) MID Span 1 under Floor loading Live Load Defl(in) 0.039 0.227 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.056 0.453 Passed(LI999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN • 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright n 2003 by Tres Joist, a Weyerhaeuser Business Parallam and Microllam are registered trademarks of Trus Joist. Simpson Strong-Tie* Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. -;#4,�e1 203608 FOYER STAIRS ►A�RreverhaeuserBusin4 1 3/4" x 11 7/8" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number 7003009804 User 1 Engin Vers04 ion: PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.10.3 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 Building Code UBC analyzing the TJ Distribution product listed above. • PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 2003 by Trus Joist, a Weyerhaeuser Business Parallam® and Microllarre are registered trademarks of Trus Joist. Simpson St.rong-TieN Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 0 203608 GRT RM WDW TJ.Beam(TM)6.10 Serial N si 4 3 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL User:1 121!2004 3:03:49 PM Paget Engine Version:1.10.3 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 2003 by Trus Joist, a Weyerhaeuser business Parallarrl9 is a registered trademark of Trus Joist. Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 6.00.5 By: dfp planning design , dfp planning design on: 01-21-2004 : 2:56:15 PM Project: 203608-Location: GAR Summary: A992-50 W10x49 x 22.0 FT Section Adequate By: 4.0% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.88 IN Live Load: LLD-Center— 0.18 IN =U1456 Total Load: TLD-Center— 1.06 IN=L/250 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 4800 LB Dead Load: DL-Rxn-A= 13531 LB Total Load: TL-Rxn-A= 18331 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= 4800 LB Dead Load: DL-Rxn-B= 13531 LB Total Load: TL-Rxn-B= 18331 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.06 IN Beam Data: Center Span Length: L2= 22.0 FT Center Span Unbraced Length-Top of Beam: Lug-Top= 22.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 22.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 49 PLF Total Load: wT-2= 49 PLF Point Load 1 Live Load: PL1-2= 0 LB Dead Load: PD1-2= 11192 LB Location (From left end of span): X1-2= 5.75 FT Point Load 2 Live Load: PL2-2= 0 LB Dead Load: PD2-2= 11192 LB Location (From left end of span): X2-2= 16.25 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 520 PLF Left Dead Load: TRD-Left-1-2= 195 PLF Right Live Load: TRL-Right-1-2= 520 PLF Right Dead Load: TRD-Right-1-2= 195 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 6.0 FT Load Length: C-1-2= 6.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 280 PLF Left Dead Load: TRD-Left-2-2= 105 PLF Right Live Load: TRL-Right-2-2= 280 PLF Right Dead Load: TRD-Right-2-2= 105 PLF Load Start: A-2-2= 0.0 FT Load End: B-2-2= 6.0 FT Load Length: C-2-2= 6.0 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 520 PLF Left Dead Load: TRD-Left-3-2= 195 PLF Right Live Load: TRL-Right-3-2= 520 PLF Right Dead Load: TRD-Right-3-2= 195 PLF Load Start: A-3-2= 16.0 FT Load End: B-3-2= 22.0 FT Load Length: C-3-2= 6.0 FT Trapezoidal Load 4 Left Live Load: TRL-Left-4-2= 280 PLF Left Dead Load: TRD-Left-4-2= 105 PLF Right Live Load: TRL-Right-4-2= 280 PLF Right Dead Load: TRD-Right-4-2= 105 PLF Load Start: A-4-2= 16.0 FT Load End: B-4-2= 22.0 FT Load Length: C-4-2= 6.0 FT Properties for: W10x49/A992-50 Yield Stress: Fy= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 9.98 IN ` Page: 2 Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 6.00.5 By: dfp planning design , dfp planning design on: 01-21-2004 : 2:56:15 PM Project: 203608-Location: GAR tw= 0.34 N Web Thickness: bf— 10.00 N Flange Width: tf— 0.00 N Flange Thickness: Distance to Web Toe of Fillet: k= 1.06 N Moment of Inertia About X-X Axis: Ix= 272.00 N4 Section Modulus About X-X Axis: Sx= 54.60 N3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.74 N Design Properties per AISC Steel Construction Manual: FBR= 8 93 Flange Buckling Ratio: AFBR— 9.19 Allowable Flange Buckling Ratio: WBR— 29.35 Web Buckling Ratio: Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 22.0 FT Limiting Unbraced Length for Fb=.66`Fv: Lc= 8.96 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= ' 18.7 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 18.16 KSI Allowable fb per ASD Eqn F1-7: F1-7= 18.31 KSI Allowable fb per ASD Eqn F1-8: F1-8= 25.51 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 23.06 FT Allowable Bending Stress: Fb= 25.51 KSI Web Height to Thickness Ratio: h/tw= 26.06 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment M= 87117 FT-LB 11.0 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 Moment Strength: Mr= 116050 FT-LB Controlling Shear: V= 18331 LB 22.0 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Vr— 67864 LB Nominal Shear Strength: Moment of Inertia (Deflection): Ireq= 261.42 IN4 I= 272.00 IN4 Multi-Loaded Beam[AISC 9th Ed ASD )Ver: 6.00.5 By: dfp planning design , dfp planning design on: 01-21-2004 Project: 203608-Location: GAR Summary: A992-50 W10x49 x 22.0 FT Section Adequate By: 4.0% Controlling Factor. Moment of Inertia SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 20000 18331 lbs @ 0 ft 10000- Shear (lbs) 0 -10000 -20000 - -18331 lbs @ 22 ft 90000 - 87117 ft lbs @ 11 ft 45000- Moment (ft-Ib) 0 -45000 -90000 - -2 - -1 - Deflection (in) 0 1 2_ r'- 1.057in@11ft Center Span =22 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 Multi-Loaded Beam[AISC 9th Ed ASD]Ver: 6.00.5 By: dfp planning design , dfp planning design on: 01-21-2004 Project: 203608-Location: GAR Summary: A992-50 W10x49 x 22.0 FT Section Adequate By: 4.0% Controlling Factor: Moment of Inertia LOADING DIAGRAM P1 P2 TR2 TR4 TR1 i I + -- --- TR3 -- — 411 A I Center Span =22 ft Reactions Live Load Dead Load Total Load Uplift Load A 4800 Lb 13531 Lb 18331 Lb 0 Lb B 4800 Lb 13531 Lb 18331 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 0 Plf 0 Plf 49 Plf 49 Plf Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 520 PIf 195 Plf 520 Plf 195 Plf 0 Ft 6 Ft TR2 280 Plf 105 Plf 280 PIf 105 Plf 0 Ft 6 Ft TR3 520 PIf 195 PIf 520 PIf 195 PIf 16 Ft 22 Ft TR4 280 PIf 105 PIf 280 Plf 105 Plf 16 Ft 22 Ft Point Loading Live Load Dead Load Location - P1 OLb 11192 Lb 5.8 Ft P2 0 Lb 11192 Lb 16.2 Ft ��� 203608 GAR AV(Lverhxtiser business TJ-Beam(TM)6.10 Serial Number_7003009804 2 Pcs of 1 3/4" x 9 1/4" 2.0E Parallam® PSL User:1 1/21/2004 235:43 PM Page Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED X11.1111111111111r 11' 4 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 54.0 20.0 0 To 11' Adds To Uniform(plf) Roof(1.25) 60.0 23.0 0 To 11' Adds To Uniform(plf) Roof(1.25) 220.0 83.0 0 To 11' Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplift/Total Depth 1 Glulam or solid sawn lumber beam 5.25" Hanger 2057/831/0/2888 1 9.25" N/A H1:Face Mount Hanger None 2 Glulam or solid sawn lumber beam 5.25" Hanger 2057/831/0/2888 1 9.25" N/A H1:Face Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger HHUS48 0/12 0 No N/A N/A Douglas Fir 2 Face Mount Hanger HHUS48 0/12 0 No N/A N/A Douglas Fir -Nailing for Support 1: Face:22-10d,Top N/A, Member:8-10d -Nailing for Support 2: Face:22-10d,Top N/A,Member:8-10d DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2658 -2254 7824 Passed(29%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 6729 6729 15519 Passed(43%) MID Span 1 under Roof loading Live Load Deft(in) 0.209 0.253 Passed(tJ582) MID Span 1 under Roof loading Total Load Deft(in) 0.293 0.506 Passed(L/415) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright n 7003 by Trus Joist, a Weyerhaeuser Business Paral7.ani is a registered trademark of Tins Joist_ Simpson Strong-Tim Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 203608 GAR -A .erha 300'804' 2 Pcs of 1 3/4" x 9 1/4" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number:7�t3009804 User:1 1/21/2904 2:35:44 PM Page Engine Version:1.10.3 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 Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection_ PROJECTINFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55.449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Parallam9 is a registered trademark of 'Pros Joist. Simpson Strong-Ties Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 4 ejl&1- 203608 FOYER WDW .A.Wever 7003009804 User 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL TJ-Beam(TM)6.10 Serial Number:7003009804 User 1 1/21/2004 1:40:44 PM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof SlopeO112 of io 7' 4 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(pst):20.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Un form(pif) Roof(1.25) 680.0 255.0 0 To 5'9" Adds To Uniform(plf) Roof(1.25) 640.0 240.0 5'9"To 7' Adds To Point(lbs) Roof(1.25) 0 3295 5'9" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 2447/1465/0/3912 L5 None 2 Wood column 5.25" 5.25" 2403/3774/0/6177 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -5888 -5039 8035 Passed(63%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 6631 6631 16321 Passed(41%) MID Span 1 under Roof loading Live Load Defl(in) 0.064 0.213 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.122 0.319 Passed(L-/628) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE, MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright ® 2003 by Trus Joist., a Weyerhaeuser Business Parallamie is a registered trademark of Trus Joist. T � 203608 BED 2 WDW R ANrnberhxuser&9804 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallame PSL TJ-Beam(TM)6.10 Serial Number:7003009804 User:1 1/21/2004 1.22:22 PM Page Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof SlopeOt12 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(0) Roof(1.25) 760.0 285.0 0 To 7' Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDeadlUplittITotal 1 Wood column 5.25" 5.25" 2730/1086/0/3816 L5 None 2 Wood column 5.25" 5.25" 2730/1086/0/3816 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3476 -2476 8035 Passed(31%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 5539 5539 16321 Passed(34%) MID Span 1 under Roof loading Live Load Defl(in) 0.072 0.213 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.100 0.319 Passed(L1763) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L1360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"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(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 Building Code UBC analyzing-the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST. NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright CO 2VC1 by Trus Joist, a Wrverhaeuser Business Parallam0 is , registered trademark of Tru, Joist. CITY OF ORONO CALLED IN DAT -ac TIME INSPECTION NOTICE SCHEDULED 3 )V Q!S6 PERMIT NO.g0 73 0 q CO PLETED n ADDRESS 71,5 a)1 IIA ) p4.-)� OWNER CONTR. - TELEPHONE NO. �/oZ 0 l- OJr7s' DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING FRA G 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS QLATION 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 PLUMBIN - 36 FOUNDATION/REMOVAL Z OWN- I CONTRACTO: O MEET YOUf� YES_NO o CMMj TS• louti-r-"fitAk \c) 0 a me CfCti-Ne cc 4-,Z) IA„SO, 0 w w cc Q Z w z W d w� ❑W K SATISFACTORY:PROCEED ❑ PROJECT COMPLETE w CORRECT WORK&PROCEED CIISSUE CERTIFICATE OF OCCUPANCY Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY UO BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con. , ite: Inspector. ►� White Copy/Inspector's File Canary Copy/Site Notice Cf <j-" ATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE t' SCHEDULED 97 -f . L/. PERMIT NO. Pa 01 30L1 COMPLETED ADDRESS 9 Lo S 1.c.),.-LLl- UW- -) OWNER CONTR. � C'7rci n TELEPHONE NO. ID- - JQC) _05-1S--- DESCRIPTION ---I-- p S�`Q OY� W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING cz 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Cl) Q 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 ILI 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL ' OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: W a CC 0 CC 0 U. W CC Q 2 W Z W C.- d l it SATISFACTORY:PROCEED CORRECT WORK&PROCEED `.1 ISSUE CERTIFICATE OF OCCUPANCY O C PROJECT COMPLETE CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED LISTOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne t pection 24 hours in advance. (952) 249-4600 OwnerlContr�c on Inspector. U., White Copy/Inspector's File Canary Copy/Site Notice PATE TIME CITY OF ORONO CALLED IN /2 le-0/ INSPECTION NOTICE SCHEDULED /2.-2_2--0.1. 9. 3040 PERMIT NO. 6.7 3C)`I COMPLETED ADDRESS q ii2 c� (,mo),k 104._..) t J : Z v✓ ?2, OWNER CONTR. Lr 6-‘74- K_ 1-114t s TELEPHONE NO. L' ( 5 (Q 0 5 75 Id h n DESCRIPTION k. Uj 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 4,:=110 14 SEWER HOOK-UP 06 PROGRESS I • ,•-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 14 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL ' OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMS TS: cc 4., Al'hat, << fei r � s r_g-s 41. C1 bii o ...,„ ,/, .. ,,,_,.,, , v�'Oa . 4 \ve , the Azi,W --Ve ra_Nts 9-SQ z Po7862_ Med, z Po7 fso'# MeeA..r"P W P• o7 PA- 0Me a WQ ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W IICORRECT WORK&PROCEED XSSUkcERTIFICATE OF OCCUPANCY Q CI CORRECT WORK,CALL FOR REINSPECTION TEMPORARY �a-? -O U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED Cl STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n: t inspection 24 hours in advance. (952) 249-4600 Owner!Contr. • . .ite: Inspector. 6- obi White Copy/Inspector's File Canary Copy/Site Notice CITY OF ORONO Set- CALLEDN TIME //'GCJ INSPECTION ICESCHEDULED 7-22.0`j ‘1:30. PERMIT NO. rb7 3D' COMPLETED ADDRESS will o-tu vl`P OWNER CONTR. Le GLa-vt__AC TELEPHONE NO. b 12- ZZ I z5-22__- 3-' S'3Z_ DESCRIPTION Deck FDA Lu LL. 01 FOOTING 11 MECHANICAL RI 4: EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 9 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 14.4 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 W CC O CC O W W W O W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next'nspection 24 hours in advance. (952) 249-4600 Owner/Contract y si Inspector. . White Copyllnspector's File Canary Copy/Site Notice DATT TIME CITY OF ORONO CALLED IN - INSPECTION 11,0T1_ 30 4 SCHEDULESI PERMIT NO. VO7',O COMPLETED ADDRESS ?6S lc)///ow V/eta OWNER (/CONTR. M&lo S. r TELEPHONE NO. 612 O /O is�S s DESCRIPTION F1901-14;t4 k 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 1, 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 o COMMENTS: cc W a CC O CC O W CC Q W W CC O LU ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner!Contractrap Inspector. 6 cut/ White Copy/Inspector's File Canary Copy/Site Notice TIME CITY OF ORONO CALLED II / /�-`� :�' INSPECTION C 2 (..� SCHEDULE4' (i !:( PERMIT NO. 30 / COMPLETED ADDRESS %S 61)l//07,j 1/ OWNER / CONTR. .$ TELEPHONE NO. 6/7-- 2-2_ 26-36- 3:: s q T DESCRIPTION 1'C4-6( W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING U..• 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 • 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 IQ 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: W 0. O O U- W C/3 W W d WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 11STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next in pection 24 hours in advance. (952) 249-4600 Owner/Contr s e: Inspector. White Copy/Inspector's File Canary Copy/Site Notice