Loading...
HomeMy WebLinkAbout2002 - P05163 - new structure PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 P05163 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 5/24/2002 SITE ADDRESS: 885 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-44-0006 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) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 3,879.75 Valuation: $ 636,000.00 Plan Review Fee: $ 2,534.21 State Surcharge Fee: $ 320.50 SAC Fee: $ 1,200.00 TOTAL FEE: $ 7,934.46 APPLICANT: Le Gran Homes OWNER: Le Gran Homes 1521 -94th Lane NE 1521 -94th Lane NE Blaine,MN 55449 Blaine,MN 55449 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AG' ' TO DO ALL WORK STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNES# :UILDING DERE IREMENTS. ..1.1C v , APPLICANT PERMITEE SIGNATURE 4/6-' IISSUED BY SIGNATURE Copies: 1-File(Si&nitures Required). 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 Total Fee: $ `1, L--/ � -Date Received: Entered By: i;' \L__. Permit#: /r/ CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: e8S 1 3,(it D LQ ) ZIP: NAME OF OWNER: L.F_ 4e4i, (ne._e PHONE: (home)-71c7 --7VC5 75� (work) MAILING ADDRESS: (5D 9,k [tet. 13 CITY: Gla in_e_ ZIP: ss - CONTRACTOR: 1-tura-, t4ovue-s Gnu PHONE: 'x"63' CONTACT PERSON: ). A, e_2.- MOBILE/PAGER: (o lZ—Sc(c y�loS MAILING ADDRESS: 150-1 qlk l , tv�. CITY: i31.IxsLe ZIP: 35z-t,-fct STATE LICENSE: # t 3 5`7 ARCHITECT/ENGINEER: {?U (•)1.t06 PHONE: (Q l la la ( 5;*ict MAILING ADDRESS:-477 7 f-/tvYl U N CITY: 1310,t o ZIP: 5 5 it Z . NAME: Tt.-- (De__ -���,� REGISTRATION# TYPE OF WORK: New ) Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): Fc r1 tom 51 55 STORIES: a-- SQ. FEET OF EACH FLOOR: Z{,d 'Jk,52_ NO. OF BEDROOMS: ``k GARAGE STALLS: ATT. X DET. c.i. ra�� 31 ESTIMATED CONSTRUCTION VALUATION (excluding land): $ !ejE , 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 accord ce with the proved plan. APPLICANT'S SIGNATURE: DATE: S O 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: 8`8S uj t 1 pt,,) t✓w PID: DESCRIPTION OF WORK: N C W C2 it ZONING REVIEW BY: cz::?7,f DATE APPROVED: 5 . 2_3 - o BUILDINGREVIEWREVIEW BY: , a DATE APPROVED: S- - 23 -v z. FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes .— No PLAN REVIEW Yes e No SEWER CONNECTION STATE SURCHARGE Yes v No WATER CONNECTION INVESTIGATION FEE Yes No v PARK FEE SAC Yes 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 Width Depth Survey Submitted: Yes K No Date of Survey: 5• Z Proposed Setbacks: Front(Lake): c6 Right Side: y1 1 Rear (Street): ct3I Left Side: 4/5 Adjacent Structures: N/tv Wetland: 3' * Building Height: Def. Hgt. Z5" Peak Hgt. 3'7 Lot Coverage: it/ Grading: Staff Approval Date: 5-• Zi–i Z By: c;/ °• Council Approval Date: — Septic: Staff Approval Date: N IA By: Zoning File: # — Resolution: # Resolution Date: Shoreland District: /V 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: ' 3 CONSTRUCTION TYPE: V N Sq Footage $Per Sq Ftg Basement x 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ X3(0 ()n o '29 Inspections Required: Work Requiring Separate Permits: Site X Plumbing Fire Hardcover Removal Mechanical Water Connection )( Footing Septic Sewer Connection Framing pc Fireplace Lawn Irrigation ix Insulation (Masonry) Other 4 Wall Board pe(Mfg.) Well(State Permit) Final Grading/Filling Electrical(State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): • 8 ti. 1 Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE: 202152 COUNTY: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 04/26/02 DATE OF PLANS:4/26/02 PROJECT INFORMATION: PETERSON RESIDENCE L05,BO1 -WILLOW VIEW ESTATES 885 WILLOW VIEW DRIVE-ORONO COMPANY INFORMATION: LEGRAN HOMES CORP. COMPLIANCE: Passes Maximum UA= 885 Your Home=673 24.0%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 1424 44.0 0.0 31 Wall 1: Wood Frame, 16"o.c. 5593 19.0 0.0 278 Window 1: Above Grade, Vinyl Frame,Double Pane with Low-E 724 0.320 232 Door 1: Solid 54 0.140 8 Door 2: Glass 100 0.320 32 Basement Wall I: Solid Concrete or Masonry,9.0'ht/8.5'bg/9.0' insul 1296 11.0 0.0 71 Basement Wall 2: Solid Concrete or Masonry,4.0'ht/3.5'bg/4.0' insul 282 10.0 0.0 21 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 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 DATE TIME CITY OF ORONO CALLED IN / -L/-'Oj INSPECTION OTICESCHEDULED /_ 2 Z Lye 3 C PERMIT NO.v 6 57423 COMPLETED 1—An__ �',3o t►V\•, C1� q ADDRESS P�3 `'LJ�����-� � ;t* OWNER -- CONTR. C4--s^-1 TELEPHONE NO. 6 / 2- — _b—`76-- b 5 Li ( DESCRIPTION 4l_pZ 44 LL., 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q FINAL C 0 14 SEWER HOOK-UP 06 PROGRESS 07 MO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LLI 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOUy.YES_NO to• COMMENTS: CC W a CC 0 C I 0 W CC Q W Z W CC EUI WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ' I/SSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Oj BEFORE COVERING Yr V ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PERMANENT INSPECTOR WILL RETURN ❑ PHOTO TAKEN % c(�e 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ✓ Cl INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner!Contrac n syt Inspector. \i (. ll White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTIC SCHEDULED / U' 9 3 d PERMIT NO. 5� COMPLETED ADDRESS CSgJ & I OWNER CONTR. LP 6-2 TELEPHONE NO. (I � `5?n C4 J iO DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS (4003 INSULATIO 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 ▪ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Lla 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 a CC O CC O W CC 12 W CC WCC WORK SATISFACTORY:PROCEED ID PROJECT COMPLETE 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CO 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours in advance. (952) 249-4600 OwnedContra on It : Inspector. -' L "U White Copy/inspector's File Canary Copy/Site Notice . / DATE TIME CITY OF ORONO � CALLED IN INSPECTION NOTICE_ SCHEDULED t 0/2I /O7-. ?.3O411 PERMIT NO. FJ D I to 3 COMPLETED ADDRESS l5`S Ll); 11010 Va12- k OWNER CONTR. ( f_Cirtn TELEPHONE NO. (c31)-r" S9O - i0 5 L/a DESCRIPTION S- i2_-\- jrt"a( 44 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: A YES_NO J WCOMMENTS:PhY}! T CtV lZ (,1.T t? p( I Q. cc J 0 >, cc O Q. W cc Q Z W z W d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY o 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next in -ction 24 hours in advance. (952) 249-4600 Owner/Contractor o\" •: Inspector. ,-- 1 MP White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED O fjP.A PERMIT NO. 526,J,, COMPLETED ADDRESS etc- /x/' //) v'�&) OWNER CONTR. -6c41"--' TELEPHONE NO. (P �a S1 O 625 VO E DESCRIPTION tL _/ u, W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 42ZerfrP 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 TION 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL /' 36 FOUNDATION/REMOVAL g OWNER/CONTRACTOR TO MEET YOU:` YES_NO o COMMENTS: j K O o; O W CC W W CC d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ext inspection 24 hours in advance. (952) 249-4600 Owner!Co ct r ite: Inspector: White Copyllnspecto s File Canary Copy/Site Notice 1 , CITY OF ORONO V CALLED IN DATE TIME INSPECTION NOTICE SCHEDULED 5 24-7 .30 PERMIT NO. i-'' S-//e 3 COMPLETED �1 ADDRESS ?l5 OWNER CONTR. KC-L r 0A 5r• TELEPHONE NO. 76%3 7P ' 3& s -TION cf 0 t rt-2 01 FOOTING 11 MECHANIC RI 18 EXCAV/GRADING/FILLING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS C4 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 I, 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: CC W Q. CC CC Puk er CC W CC U .WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W r❑—CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. //17E-('17 White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTIONTIC _ SCHEDULED U PERMIT NO. f r I �-"3 COMPLETED ADDRESS sS J C. LI; /( 'L( t"). F' OWNER CONTR. 4' TELEPHONE NO. )���3 - 3( Z (3 • DESCRIPTION I` C L.kit 144 4.. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 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 L09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL g OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: 0: O cc cc Q 12 W W cc ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 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/Contra t r own site Inspector. White Copy/Inspector's File Canary Copy/Site Notice / jejDATE TIME CITY OF ORONO ...----------CALLED IN INSPECTION NOplAE r SCHEDULED --- L�o 2PERMIT NO. v "_)t COMPLETED ADDRESS glkc-> l_UU i / i 0l.� U.c.e-w 04 OWNERCONTR. / ?i / sr ` TELEPHONE NO. )(27- . -`7 (: - -7 DESCRIPTION (a nqu/'i W 01 FOOTING 11 MECHANICAL RI 18 AV/GRADING/FILLING Li.. 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO CC COMMENTi -4. i } \ Y °� \- 'e)1( rd CUAN ccd O >. cc 0 Q W CC Q W Z W CC d W WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE Cr.../ 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the t%xt inspection 24 hours in advance. (952) 249-4600 Owner!Contr ite: Inspector. / White Copylinspector's File Canary Copy/Site Notice 202152 BED 2 TJ-BeamTM"v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL ORONO COPY bEAMUSA 1111 3119/02 1:53:05 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 gw'i t u3 V .eL0 p01 Ils3 1 2 13'8" • All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 600 225 0 to 13'8" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 4373 11758/6131 1 11.9" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 4373/1758/6131 1 11.9" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5851 4851 14807 Passed(33%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 19075 19075 37391 Passed(51%) MID Span 1 under Roof loading Live Defl.(in) 0.309 0.435 Passed(U506) MID Span 1 under Roof loading Total Defl.(in) 0.434 0.652 Passed(U361) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist Microllarr®is a registered trademark of Trus Joist. C:\TJBeam\NA\202171.bm 202152 GARAGE TJ-Beam TM v5.55 Serial Number:700103477 3 Pcs of 1.75" x 18" 2.0E Microllam® LVL BEAMUSA 1111 3/19/02 3:13:47 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 f P 23'6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 440 165 0 to 23'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 3.50" 3.5" 5605/2407/8012 1 18.0" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 5675/2437/8112 1 18.0" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7897 6782 22444 Passed(30%) Lt.end Span 1 under Roof loading Moment(ft-ib) 45451 45451 81186 Passed(56%) MID Span 1 under Roof loading Live Defl.(in) 0.633 0.767 Passed(U436) MID Span 1 under Roof loading Total Defl.(in) 0.905 1.151 Passed(U305) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam^"is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist C:\TJBeam\NA\202171.bin � 202152 GARAGE DR 1mow e10.` TJ-BeamTM'v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/19/02 3:15:49 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 10' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 560 210 0 to 10' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 3.50" 3.5" 3000/1171 /4171 1 9.5" Detail R1 SB Shear Blocking 2 Column 3.50" 3.5" 3000/1171 /4171 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4032 3267 7897 Passed(41%) Lt.end Span 1 under Roof loading Moment(ft-lb) 9744 9744 16445 Passed(59%) MID Span 1 under Roof loading Live Defl.(in) 0.260 0.322 Passed(U446) MID Span 1 under Roof loading Total Defl.(in) 0.361 0.483 Passed(U321) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam"is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist C:\TJBeam\NA\202171.bm 202152 FOYER DR TJ-Beam^"'v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL SEAMUSA 1111 3/19/02 4:11:26 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 1F in 6'2" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 200 75 0 to 6'2" Adds to Uniform(plf) Roof(1.25) 130 49 0 to 6'2" Adds to Uniform(plf) Roof(1.25) 680 375 0 to 2' Adds to Uniform(plf) Roof(1.25) 680 375 4'3"to 6'2" Adds to Point(lbs.) Roof(1.25) 0 1169 2' Adds to Point(lbs.) Roof(1.25) 0 1169 4'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2484/2349/4833 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2461 /2372/4833 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4341 2899 7897 Passed(37%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 5345 5345 16445 Passed(33%) MID Span 1 under Roof loading Live Defl.(in) 0.035 0.185 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.081 0.277 Passed(U822) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL11240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Prov'and TJ-Beam^"are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. C:\TJBeam\NA\202171.bm w"-47:LI.-1%11' WW7eht 202152 FOYER/SITTING TJ-Beamn' 'v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL bEAMUSA 1111 3/19/02 4:17:23 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=16'6" ki2 15'6" a 1' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 54 20 0 to 16'6" Adds to Uniform(plf) Roof(1.25) 353 253 15'6"to 16'6" Adds to Point(Ibs.) Floor(1.00) 0 963 5'9" Adds to (1) Point(Ibs.) Roof(1.25) 0 6131 15'3" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim, or squash blocks are required at dropped supports.The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 733/956/1689 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 5.25" 1193/7120/8313 1 9.5" Detail El TJI®Blocking Panel -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, El. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7538 1519 6318 Passed(24%) Lt. end Span 1 under Floor ALTERNATE span loading Moment(ft-lb) 6907 6907 13156 Passed(52%) MID Span 1 under Floor ALTERNATE span loading Live Defl.(in) 0.221 0.374 Passed(U811) MID Span 1 under Roof ALTERNATE span loading Total Defl.(in) 0.543 0.748 Passed(U331) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL: L/480,TL:U240).Additional checks follow. -Right overhang(LL:0.2",TL:0.2"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beamn'are trademarks of Trus Joist. TJI®and Microllam®are registered trademarks of Trus Joist. C\TJBeam\NA\202171.bm ,� tt 202152 FOYER/SITTING enn I 1 TJ-BeamTM 'v5.55Serial Number 700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/19/02 4:17:23 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. TJI®and Microllam®are registered trademarks of Trus Joist. C:\TJBeam\NA\202171.bin `" 202152 PORCH/FRONT G1FJ� TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/19/02 4:29:25 PM Page 1 of 2 Build Code:146 •THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 Overall Dimension=19'8" I � 4 4 8'5" 11'3" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 270 101 0 to 8' Adds to Uniform(plf) Roof(1.25) 200 75 8'to 18'6" Adds to Uniform(plf) Roof(1.25) 270 101 18'6"to 19'8" Adds to Point(lbs.) Roof(1.25) 0 1301 8'8" Adds to Point(lbs.) Roof(1.25) 0 1301 18'4" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1091 /318/1409 1 9.5" Detail R1 SB Shear Blocking , 2 Column 5.25" 5.25" 3219/2830/6049 1 9.5" Detail R7 3 Column 5.25" 5.25" 1228/1643/2871 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1, R7. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3708 2342 7897 Passed(30%) Rt.end Span 2 under Roof ALTERNATE span loading Moment(ft-lb) 4999 4999 16445 Passed(30%) Rt.end Span 1 under Roof loading Live Defl.(in) 0.097 0.365 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.163 0.547 Passed(U806) MID Span 2 under Roof ALTERNATE span 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. -The load conditions considered in this design include Alternate member loading. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. C:\TJ Be a m\NA\202171.b m 202152 PORCH/FRONT TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/19/02 4:29:25 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam TM is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. C:\TJBeam\NA\202171.bm .44.44,010: .44'i;01FJ- 202152 DINETTE TJ-Beam"" v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 8:17:34 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 13'6" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 54 20 0 to 13'6" Adds to Uniform(plf) Roof(1.25) 680 375 0 to 13'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Beam 5.25" 4" 5176/2878/8054 1 14.0" Detail A3 1.25"LSL Rim 2 Microllam®LVL 5.25" 1.95" 5273/2931 /8204 1 14.0" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top NONE FOUND No N/A No 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 7677 6272 17456 Passed(36%) Rt.end Span 1 under Roof loading Moment(ft-Ib) 24472 24472 50820 Passed(48%) MID Span 1 under Roof loading Live Defl.(in) 0.216 0.319 Passed(L/707) MID Span 1 under Roof loading Total Defl.(in) 0.337 0.637 Passed(U455) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro TM and TJ-Beam TM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. C:1TJBeamWA1202171.bm elirwgm;l 202152 DINETTE TJ-Beam 'v5.5511//y``S'enaalNumber:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL tEAMUSA 1111 320/02 8:17:34 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. C:\TJBeam\NA\202171.bm = , 202152 DINETTE/STAIRS TJ-BeamTM `v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microiiam® LVL BEAMUSA 1111 320/02 815'49 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 9'2" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf): 40 Live at 100%duration; 15 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 380 143 0 to 3' Adds to Uniform(plf) Floor(1.00) 640 240 3'to 9'2" Adds to Uniform(plf) Roof(1.25) 460 293 0 to 3' Adds to Uniform(plf) Roof(1.25) 260 98 0 to 3' Adds to Point(lbs.) Floor(1.00) 0 8204 3'3" Adds to Point(lbs.) Roof(1.25) 0 7837 3'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4.241" 4257/12443/16700 1 14.0" Detail A3 1.25"LSL Rim 2 Microllam®LVL 5:25" 2.525" 3357/7004/10360 1 14.0" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3,Hi. -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. HANGERS: REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top NONE FOUND No N/A No 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 16166 13262 13965 Passed(95%) Lt. end Span 1 under Floor loading Moment(ft-lb) 40135 38443 40656 Passed(95%) MID Span 1 under Floor loading Live Defl.(in) 0.048 0.210 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.234 0.421 Passed(U431) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: L/480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro and TJ-Beam TM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. C:\TJ Bea m\N A1202171.bm en W iii 202152 DINETTE/STAIRS TJ-BeamTM \v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 8:25:49 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business TJ-Pro""and TJ-BeamTM are trademarks of Trus Joist Microllarn®is a registered trademark of Trus Joist. C:\TJBea m\NA\202171.bm Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 5.05 By: Jeff Johnson , DFP PLANNING& DESIGN on: 03-20-2002: 08:34:32 AM Project: 202152- Location: STAIRS DINETTE Summary: A36 W10x30 x 17.0 FT Section Adequate By:29.2% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center- 0.27 IN Live Load: LLD-Center= 0.02 IN=U9912 Total Load: TLD-Center= 0.29 IN = L1701 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 459 LB Dead Load: DL-Rxn-A= 2889 LB Total Load: TL-Rxn-A= 3348 LB Bearing Length Required (Beam only, Support capacity not checked): BL-A= 0.94 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 459 LB Dead Load: DL-Rxn-B= 9036 LB Total Load: TL-Rxn-B= 9495 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 0.94 IN Beam Data: Center Span Length: L2= 17.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 17.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 17.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Center Span Loading: Uniform Load: Live Load: wL-2= 54 PLF Dead Load: wD-2= 20 PLF Beam Self Weight: BSW= 30 PLF Total Load: wT-2= 104 PLF Point Load 1 Live Load: PL1-2= 0 LB Dead Load: PD1-2= 715 LB Location(From left end of span): X1-2= 12.75 FT Point Load 2 Live Load: PL2-2= 0 LB Dead Load: PD2-2= 10360 LB Location(From left end of span): X2-2= 13.25 FT Properties for: W10x30/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.47 N Web Thickness: tw= 0.30 N Flange Width: bf= 5.81 N Flange Thickness: tf= 0.51 N Distance to Web Toe of Fillet: k= 0.94 N Moment of Inertia About X-X Axis: lx= 170.00 N4 Section Modulus About X-X Axis: Sx= 32.40 N3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.55 N Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 5.70 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 34.90 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 17.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 6.13 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= 13.1 FT. Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 9.33 KSI Allowable fb per ASD Eqn F1-7: F1-7= 9.81 KSI Allowable fb per ASD Eqn F1-8: F1-8= 16.65 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 15.37 FT Allowable Bending Stress: Fb= 16.65 KSI Web Height to Thickness Ratio: h/tw= 31.5 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 34784 FT-LB 13.26 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= 44948 FT-LB Controlling Shear: V= 9495 LB 17.0 Ft from left support of span 3 (Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 • Page: 2 Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver: 5.05 By: Jeff Johnson , DFP PLANNING &DESIGN on: 03-20-2002 : 08:34:32 AM Project: 202152-Location: STAIRS DINETTE Nominal Shear Strength: Vr= 45230 LB Moment of Inertia(Deflection): Ireq= 58.22 IN4 1= 170.00 IN4 • Multi-Loaded Beam[AISC 9th Ed ASD]Ver: 5.05 By:Jeff Johnson , DFP PLANNING&DESIGN on:03-20-2002 Project 202152-Location: STAIRS DINETTE Summary: A36 W10x30 x 17.0 FT Section Adequate By:29.2% Controlling Factor: Moment SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown:Controlling Shear/Moment/Deflection Diagrams 10000 3348 lbs @ 0 ft 5000 Shear (lbs) 0 -5000 - I -10000 -?a495 lbs @'1T ft=- 40000- 34784 ft-lbs @ 13 ft— 20000 Moment =_- (ft-1b) 0 -20000 -40000 - -.4 - -.2 -- Deflection (in) 0 .2- �__ .4- .291 in@9.4ft Center Span = 17 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 LOADING DIAGRAM P 1-2 w A • B Center Span = 17 ft Reactions Live Load Dead Load Total Load Uplift Load A 459 Lb 2889 Lb 3348 Lb 0 Lb B 459 Lb 9036 Lb 9495 Lb 0 Lb W last 202152 STUDY 4. TJ-+3eamTM v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 320/02 8.52:15 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro""and TJ-Beam""are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. 44 21: 202152 STUDY CANT TJ-Beam'*' `v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.25" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 8:55:21 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=15' 1 1 1' a 14' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 54 20 0 to 15' Adds to Point(Ibs.) Roof(125) 0 2805 3" Adds to Point(Ibs.) Floor(1.00) 0 6365 2'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 753/9252/10005 1 11.2" Detail El TJI®Blocking Panel 2 Column 5.25" 4" 662/606/1269 1 11.2" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): E1,A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 7029 1076 7481 Passed(14%) Rt. end Span 1 under Floor ALTERNATE span loading Moment(ft-Ib) 5364 5364 18030 Passed(30%) MID Span 1 under Floor ALTERNATE span loading Live Defl.(in) 0.090 0.337 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.229 0.673 Passed(L/704) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL: L/480,TL:U240).Additional checks follow. -Left overhang(LL: 0.2",TL:0.2"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro TM and TJ-Beamm'are trademarks of Trus Joist. TJI®and Microllam®are registered trademarks of Trus Joist. 202152 DINETTE WDW TJ-BeamTM 45.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 9:01:04 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 � � 2 f 8'6" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 340 248 0 to 1'9" Adds to Uniform(plf) Floor(1.00) 270 101 1'9"to 8'6" Adds to Point(Ibs.) Floor(1.00) 0 8054 2' Adds to Point(Ibs.) Floor(1.00) 0 3348 7'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1431 /7294/8725 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1327/5449/6776 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S I BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 8520 7726 7897 Passed(98%) Lt.end Span 1 under Floor loading Moment(ft-lb) 13453 13177 19942 Passed(66%) MID Span 1 under Floor loading Live Defl.(in) 0.035 0.262 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.170 0.394 Passed(U555) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 7 202152 SCREEN PORCH TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BP_AMUSA 1111 3/20/02 9:11:12 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 1 I r 13'6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration; 15 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 340 128 0 to 13'6" Adds to (1) Point(lbs.) Roof(1.25) 0 2443 3" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim, or squash blocks are required at dropped supports.The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 2565/3486/6051 1 11.9" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 2565/1043/3608 1 11.9" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 3441 2845 9871 Passed(29%) Lt end Span 1 under Roof loading Moment(ft-lb) 11075 11075 24927 Passed(44%) MID Span 1 under Roof loading Live Defl.(in) 0.262 0.429 Passed(U589) MID Span 1 under Roof loading Total Defl.(in) 0.369 0.644 Passed(U419) 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: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright it 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beamn"is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist &a/fig4101411' 202152 SCREEN PORCH TJ-BeamTM x5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 9:11:12 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. fjA/ ii 202152 STUDY CANT POINT LOAD TJ-BearTM' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Micro(tarn® LVL BE AMUSA 1111 3/20/02 9:25:50 AM Rage 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS USTED Member Slope:0 Roof Slope:0 Overall Dimension=15' f I 1' 14' • All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration; 15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 54 20 0 to 15' Adds to Point(Ibs.) Roof(1.25) 0 2805 3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Plate 5.50" 5.5" 753/3382/4135 1 11.9" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 659/121 /780 1 11.9" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1157 986 9871 Passed(10%) Lt.end Span 1 under Roof loading Moment(ft-lb) 2853 2782 17948 Passed(15%) Lt. end Span 1 under Dead load Live Defl.(in) 0.076 0.449 Passed(U999+) MID Span 1 under Roof ALTERNATE span loading Total Defl.(in) 0.056 0.673 Passed(U999+) MID Span 1 under Roof ALTERNATE span loading -Deflection Criteria: STANDARD(LL: U360,TL:L/240).Additional checks follow. -Left overhang(LL: 0.2",TL:0.2"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ wan-ants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. wiek�- 202152 STUDY WDVV TJ-Beam'' v5.55"Seal Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 9:27:26 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Ii 4'6" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 300 113 0 to 4'6" Adds to Uniform(plf) Roof(1.25) 680 375 0 to 4'6" Adds to Point(lbs.) Floor(1.00) 0 4135 7" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2295/4998/7293 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2295/1441 /3736 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 6815 1853 7897 Passed(23%) Rt.end Span 1 under Roof loading Moment(ft-lb) 3463 3463 16445 Passed(21%) MID Span 1 under Roof loading Live Defl.(in) 0.017 0.129 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.031 0.194 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro^'and TJ-Beam TM are trademarks of Trus Joist Microllarn@ is a registered trademark of Trus Joist. 202152 DECK :1Z.,+�,�„::;... .t.( �f TJ-Beam'' v5.55 Serial Number:700103477 5.25" X 1 1.25" 2.0E Parallam® PSL BEAMUSA 1111 3120/02 10.01:25 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 J11721 16' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Floor(1.00) 120 to 240 45 to 90 0 to 6'6" Adds to Uniform(plf) Floor(1.00) 240 9 6'6"to 16' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.50" 4.25" 1897/661 /2558 1 11.2" Detail A3 1.25"LSL Rim 2 Column 5.50" 4.25" 2193/446/2639 1 11.2" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2531 2196 6965 Passed(32%) Lt.end Span 1 under Floor loading Moment(ft-lb) 9840 9840 19408 Passed(51%) MID Span 1 under Floor loading Live Defl.(in) 0.323 0.383 Passed(U569) MID Span 1 under Floor loading Total Defl.(in) 0.494 0.767 Passed(U372) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu):AR 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. ADDITIONAL NOTES: -JMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED).28%MAXIMUM MC Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by TJ. Wolmanized® CCA Parallam®material bearing the Timber Products Inspection,Inc. quality mark is warranted under joint agreements by TJ and Hickson Corporation. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro^"and TJ-BeamTM are trademarks of Trus Joist. Parallam®is a registered trademark of Trus Joist. Wolmanized©is a registered trademark of the Hickson Corporation. ;g �' 202152 PORCH FOUND letir ARINJ TJ-Beam*" v5.55 Serial Number:700103477 5.25" x 11.25" 2.0E Parallam® PSL BEAMUSA 1111 3/20/02 10:05:47 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 71[ 13'6" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(ptf) Floor(1.00) 260 to 390 98 to 146 0 to 6'9" Adds to Tapered(0) Floor(1.00) 390 to 260 146 to 98 6'9"to 13'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs_) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.50" 4.25" 2502/1086/3588 1 11.2" Detail A3 1.25"LSL Rim 2 Vertical DF/L, SYP 1.50" 1.672" 2425/1053/3478 1 11.2" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top NONE FOUND No N/A No 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3442 3002 6965 Passed(43%) Rt.end Span 1 under Floor loading Moment(ft-lb) 11801 11801 19408 Passed(61%) MID Span 1 under Floor loading Live Defl.(in) 0.250 0.326 Passed(U627) MID Span 1 under Floor loading Total Defl.(in) 0.451 0.652 Passed(U347) 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%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pron'and TJ-BeamTM are trademarks of Trus Joist. Parallam®is a registered trademark of Trus Joist. Wolmanized®is a registered trademark of the Hickson Corporation. Tit&Chi � 202152 PORCH FOUND TJ-BeamTM v5.55 Serial Number 700103477 5.25" x 11.25" 2.0E Parallam® PSL BEAMUSA 1111 3/20/02 10:05:47 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Environment Consideration:CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED).28%MAXIMUM MC Member analysis is appropriate only for material that is property treated in accordance with procedures authorized by TJ. Wolmanized® CCA Parallam®material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements by TJ and Hickson Corporation. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro TM and TJ-BeamTM are trademarks of Trus Joist. Parallam®is a registered trademark of Trus Joist. Wolmanized®is a registered trademark of the Hickson Corporation. �� Gil* 202152 MEDIA WDW ~ TJ-BeamTM v5.55 Serial Number 700103477 3 Pcs of 1.75" x 11.23" 2.0E Microllam® LVL BEAMUSA 1111 320/02 10:25:44 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=12'6" 4'3" a 4' o 4'3" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 380 143 0 to 5'6" Adds to Uniform(plf) Floor(1.00) 460 173 5'6"to 12'6" Adds to Uniform(plf) Floor(1.00) 380 293 4'to 5'3" Adds to Uniform(plf) Roof(1.25) 460 293 4'to 5'3" Adds to (1) Point(Ibs.) Floor(1.00) 0 2870 3" Adds to (1) Point(Ibs.) Floor(1.00) 0 2870 4'3" Adds to Point(lbs.) Floor(1.00) 0 2516 5'3" Adds to Point(Ibs.) Floor(1.00) 0 15688 11'3" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim, or squash blocks are required at dropped supports.The accessories shown,at the diagram above, have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 885/3222/4107 1 11.2" Detail A3 1.25"LSL Rim 2 Column 5.25" 5.25" 3084/5117/8201 1 11.2" Detail B3 3 Column 5.25" 5.25" 2464/7438/9902 1 11.2" Detail B3 4 Column 5.25" 4" 1039/11288/12326 1 11.2" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 12106 5676 11222 Passed(51%) Lt.end Span 3 under Floor ADJACENT span loading Moment(ft-lb) 11040 10433 24341 Passed(43%) MID Span 3 under Dead load Live Defl.(in) 0.003 0.131 Passed(U999+) MID Span 3 under Roof ALTERNATE span loading Total Defl.(in) 0.031 0.197 Passed(U999+) MID Span 3 under Roof ALTERNATE span 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. -The load conditions considered in this design include alternate and adjacent member skip loading. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam""are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist 202152 MEDIA WDW TJ,BeamTM v5.55. Serial Number:700103477 3 Pcs of 1.75" x 11.25" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 10:25:44 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro''and TJ-Beam T*'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. ci4vveht 202152 CRAFT WDW TJ,-Beam''' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 10:31:23 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 � 2 8' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 280 105 0 to 8' Adds to Uniform(plf) Floor(1.00) 320 255 0 to 4' Adds to Point(lbs.) Floor(1.00) 0 7293 4' Adds to (1) Point(lbs.) Floor(1.00) 0 3776 7'9" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim, or squash blocks are required at dropped supports. The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2265/4967/7232 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1575/8193/9768 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 6910 5967 9476 Passed(63%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 18486 18486 19734 Passed(94%) MID Span 1 under Floor loading Live Defl.(in) 0.050 0.246 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.249 0.369 Passed(U356) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro'*'and TJ-BeamT'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. ` �o4- 202152 CRAFT WDW •TJ-3eamT" v5.55' Serial Number:700103477 3 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 10:31:23 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-Beam T"are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 202152 CRAFT CLO T4--Beam" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 10:49:24 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 5' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 580 218 0 to 5' Adds to Uniform(plf) Floor(1.00) 580 353 0 to 5' Adds to Point(Ibs.) Floor(1.00) 0 780 2'2" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3000/1937/4937 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 3000/1819/4819 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4376 2731 6318 Passed(43%) Lt.end Span 1 under Floor loading Moment(ft-lb) 5049 5049 13156 Passed(38%) MID Span 1 under Floor loading Live Defl.(in) 0.030 0.146 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.052 0.219 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro M and TJ-Beam'*'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 202152 CRAFT TJ;BeamTM' v5.55. Serial Number:700103477 3 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 10:51:27 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED J-5-1 11'8" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptf) Floor(1.00) 54 20 0 to 11'8" Adds to Point(Ibs.) Floor(1.00) 0 4846 5'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 548/2854/3402 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 548/2561 /3110 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3358 3227 9476 Passed(34%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 15496 14069 17761 Passed(79%) MID Span 1 under Dead load Live Defl.(in) 0.045 0.276 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.410 0.552 Passed(U323) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"..and TJ-Beamm.are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 'MAW. 202152 BSMT STAIRS TJ-Beam5 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BBAMUSA 1111 3/20/02 10:58:10 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I I ft ' 2 12' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 480 180 0 to 4'4" Adds to Uniform(plf) Floor(1.00) 720 270 4'4"to 7' Adds to Uniform(plf) Floor(1.00) 920 345 7'to 12' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3884/1560/5443 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 5196/2052/7248 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 6830 5340 11845 Passed(45%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 17475 17475 29913 Passed(58%) MID Span 1 under Floor loading Live Defl.(in) 0.220 0.284 Passed(U620) MID Span 1 under Floor loading Total Defl.(in) 0.308 0.569 Passed(U444) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro TM'and TJ-Beam TM are trademarks of Trus Joist Microllarn®is a registered trademark of Trus Joist. 41,41 202152 BSMT TJ-.c1amT*' v5.55 Serial Number 700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAl41USA 1111 3/20102 11:22:05 AM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -11 ��i 2 16'9" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 310 116 0 to 10'6" Adds to Uniform(plf) Floor(1.00) 460 173 10'6"to 16'9" Adds to Uniform(plf) Floor(1.00) 200 210 0 to 8'9" Adds to Uniform(plf) Floor(1.00) 350 266 14'3"to 16'9" Adds to (1) Point(Ibs.) Floor(1.00) 0 2208 3" Adds to Point(Ibs.) Floor(1.00) 0 1483 8'9" Adds to Point(Ibs.) Floor(1.00) 0 1483 14'3" Adds to (1) Point(Ibs.) Floor(1.00) 0 963 16'6" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim, or squash blocks are required at dropped supports.The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 4456/5859/10315 1 14.0" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 4969/5671 /10640 1 14.0" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 9263 7553 13965 Passed(54%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 33559 33559 40656 Passed(83%) MID Span 1 under Floor loading Live Defl.(in) 0.354 0.538 Passed(U547) MID Span 1 under Floor loading Total Defl.(in) 0.695 0.806 Passed(U278) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro""and TJ-BeamTM'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. ewes 1 202152 BSMT TJaBeamTM v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 11:22:05 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkeison 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beamn"are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. 202152 BSMT TJ�Beam4'" v5.55 Serial Number:700103477 3 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 11:22:51 AM Page 1 of 2 Build Code.146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=16'9" 4 � 1 4j 8' 6 8'9" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 310 116 0 to 10'6" Adds to Uniform(plf) Floor(1.00) 460 173 10'6"to 16'9" Adds to Uniform(plf) Floor(1.00) 200 210 0 to 8'9" Adds to Uniform(plf) Floor(1.00) 350 266 14'3"to 16'9" Adds to (1) Point(Ibs.) Floor(1.00) 0 2208 3" Adds to Point(Ibs.) Floor(1.00) 0 1483 8'9" Adds to Point(Ibs.) Floor(1.00) 0 1483 14'3" Adds to (1) Point(Ibs.) Floor(1.00) 0 963 16'6" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim, or squash blocks are required at dropped supports.The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2034/3213/5247 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 5.25" 5222/4952/10174 1 9.5" Detail B3 3 Column 5.25" 4" 2709/3255/5965 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4510 3596 9476 Passed(38%) Rt. end Span 1 under Floor loading Moment(ft-lb) 7935 7935 19734 Passed(40%) Rt. end Span 1 under Floor loading Live Defl.(in) 0.065 0.281 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading Total Defl.(in) 0.113 0.422 Passed(U897) MID Span 2 under Floor ALTERNATE span 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. -The load conditions considered in this design include Alternate member loading. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProT'and TJ-Beam""are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. 202152 BSMT TJ-:3edm'' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/20/02 11:22:51 AM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro''and TJ-Beam'*'are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist