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HomeMy WebLinkAbout2002 - P05887 - new structure PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 P05887 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 12/20/2002 SITE ADDRESS: 970 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-44-0016 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 irrigation Weil(slate) Other-(Poured Wail) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 2,673.75 Valuation: $ 400,000.00 Plan Review Fee: $ 1,738.03 State Surcharge Fee: $ 200. 1 SAC Fee: $ 1,200.00 TOTAL FEE: $ 5,812.28 APPLICANT: Le Gran Homes OWNER: RVC Homes 1521 -94th Lane NE 1003 Twelve Oaks Circle Blaine,MN 55449 Wayzata,MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. dir 114 116 /ISSUED-BY APPLICANT PERMITEE SIGNAT 'E SIGNATURE Copies: 1-File(Si&nitures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 Jun-25-2001 01i52pm From-CITY OF ORONO +9522494616 T-298 P.001/002 F-611 Total Pee: $ Date Received: Entered By: Permit#: CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER( oRNTRACf ) JOB SITE ADDRESS: LoT S e uxx 5 v-)L itb L.�, ZIP: O LA--)ale,v.) LI O - ' NAME OF OWNER: L&4zac.ti Au-ALS C'A>=7 .PHONE: (home)1(03-780-5756., (work)l'IzA I 612, Q10 teloS MAILING ADDRESS: 154i at4-t-6"- 1,J) t'3 . CITY: int ZIP: as'-f CONTRACTOR: ' 1-V- e5 CDP PHONE: -7(0.3 575 ' CONTACT PERSON: MOBILE/PAGE+R: l2 SGc o MAILING ADDRESS: lS2 ( 614..t." .LA3 PL, CITY: C313Lvi . ZIP:SS 449 STATE LICENSE: #_3357 ARCHITECT/ENGINEER: tt\.W.WJ DeAeat PHONE: "163-1 O- MAILLNG ADDRESS: '/ 797 14h` 'y /c ti. CITY: 4g0G-- 1 Acz5 ZIP: 55 1 NAME: oN t e,2„?___ r-6REGISTRATION/I TYPE OF WORK: New _ Addition Accessory Structure, Move Remodel/Alteratiou Land Alteration PROPOSED WORE(describe in detail): 154- EL Dif- 1E319 at,FT STORIES: ZarbRI! SQ.FEET OF EACH FLOOR: 2n6. 1515 t-1.610 NO. OF BEDROOMS:- GARAGE STALLS: ATT. y . DET...• ,-. :_.__ • ESTIMATED CONSTRUCTION VALUATION (excluding land): $ 1>CJoctD. I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S S SIGNATURE: IJ' 2--ie KDATE: I Z/3/C)Z_ NOTE! garade of omes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. CHECK OFF LIST FOR ISSUANCE OF PERMITS { FOR OFFICE USE ONLY ADDRESS OR LEGAL: '17 O (Al,l/o(..J Ur&X.-) PID: DESCRIPTION OF WORK: N FGA/ ,'2 . ZONING REVIEW BY: Cy,� DATE APPROVED: /25 Z BUILDING REVIEW BY: / L (G ,,.,- DATE APPROVED: , 2- •o Z. . FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW Yes ✓ No SEWER CONNECTION STATE SURCHARGE Yes ,/ No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC-Units OTHER (specify) ZONING CHECK LIST Zoning District: Fire Department: Post Office: School District: • Lot Area: Sq.ft. Acres 1.a S Width Depth Survey Submitted: Yes pL No Date of Survey: r Z•.3-0 Z Proposed Setbacks: Front(Lake): L� Right Side: 41 Rear(Street): LZ' 1 Left Side: 3(•3x1 Adjacent Structures: Al/A Wetland: 06. Building Height: Def. Hgt. 3O Peak Hgt. 37. S Lot Coverage: dt/ Grading: Staff Approval Date: 1 2-- c+ • o z By: p,.90 , Council Approval Date: Septic: Staff Approval Date: N/.# By: — Zoning File: # — Resolution: # — Resolution Date: — Shoreland District: ^Jo 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 4 BUILDING REVIEW CHECK LIST UBC: g•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: $ `(OO.000 °51' Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection X Footing - Septic P Sewer Connection of Framing X Fireplace x Lawn Irrigation of Insulation (Masonry) pr Other FovetgC of Wall Board (Mfg.) „t.Well (State Permit) L Final Grading/Filling or-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 Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE: 202414 COUNTY:Hennepin STATE:Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 10/16/02 DATE OF PLANS: 10/15/02 PROJECT INFORMATION: WILLOW VIEW IV L05,B03 -WILLOW VIEW ORONO,MN COMPANY INFORMATION: LEGRAN HOMES CORP. COMPLIANCE: Passes Maximum UA=677 Your Home=490 27.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energy Truss 1756 44.0 0.0 39 Wall 1:Wood Frame, 16"o.c. 4062 19.0 0.0 207 Window 1: Above Grade,Vinyl Frame,Double Pane with Low-E 411 0.320 132 Door 1: Solid 54 0.140 8 Door 2: Glass 82 0.320 26 Basement Wall 1: Solid Concrete or Masonry,4.0'ht/3.5'bg/4.0'instil 196 11.0 0.0 14 Basement Wall 2: Solid Concrete or Masonry, 8.0'ht/7.5'bg/8.0'instil 1096 11.0 0.0 64 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 a ` 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 \/' 1407 t)'3 TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED .,'1 PERMIT NO. Prl f'c ' ) COMPLETED ADDRESS q7 0 LU ' (/0LU VIe�) OWNER CONTR. �� TELEPHONE NO. 'Le / 3- -- 7 9n - yf a .>:: DESCRIPTION .-C(Li7 C)`Y) • 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING U. Q /W 13 MECHANICAL FINAL 19 LAKESHOREETLANDS SFRAMING INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL ZWALL 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 1.24 09 PLUMBING RI 23 SEPTIC FINA 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL S OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: , cc 4.1 4. —cY7�Un� 1 (-{,It V e• CA--kdkAA, 0CC0 a CC 0 U. W CC Q W Z W CC Ful WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ElCORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑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!Contractoyar�Pi e: r. Inspecto �V--> White Copy/Inspector's File Canary Copy/Site Notice DATE TIM CITY OF ORONO CALLED IN INSPECTION NOT CE SCHEDULED /-3 -03 _L0L3s2devt PERMIT NO. 5 /V-k..)COMPLETED ADDRESS 970 lc�l•>'f (/r �� ia ' OWNER CONTR. Gera-A TELEPHONE NO. (r, - 2c9 l a 573 6 /Uc..✓t �r Co:^�, DESCRIPTION f7OLir L c� LU 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC IN ALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC AL 35 HARD COVER REMOVAL 10 PLUM: • NAL 36 FOUNDATION/REMOVAL Z OWN E• CONTRACTORT• EET YOU. YES NO o COM TS: cctAi Q.CCFOIA.C.- 0 CC W C W W CC LUWORK SATISFACTORY:PROCEED CIPROJECT COMPLETE W CICORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contras t ite: Inspector. White Copyllnspector's File Canary Copy/Site Notice ` CT DATE TIME CITY OF ORO CALLED IN INSPECTION NOTICES t'? SCHEDULED •� Qi �� \ PERMIT NO. J colP ED ADDRESS qr? V (m, ��(�w J eh-)CONTR. �I 0/1/ 01 -- TELEPHONE / c7iTELEPHONE NO. (c-- n(0 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING ti 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 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 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU YES_NO • COMMENTS: cc W AZ) 0 CA/41. cc W Q W Or d CC WORK SATISFACTORY:PROCEED 111PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT O 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 net inspection 24 hours in advance. (952) 249-4600 Owner/Contractor te: Inspector. j White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN "7- INSPECTION NOTICE._�� SCHEDULED 1l-3 0� PERMIT NO. /- COMPLETED ADDRESS Q- 0 Z/0/ /frii ( ,/ J, ®2 . OWNER CONTR. G ; 1(tn . TELEPHONE NO. (c' (3- co+6( (No DESCRIPTION W 01 G 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 F 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS SULATION 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 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO • COMMENTS: s b CLKoma+- b SAcc G' 0 OLT-r^vt cc --- � r ct+k; IO CC CC Uj RK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0• ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins' •ction 24 hours in advance. (952) 249-4600 OwnerIContractdr situ Inspector. C 1"/ White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN 44-3''t.� INSPECTION NO IC SCHEDULED L4. —03 PERMIT NO. g' COMPLETED ' .41 ADDRESS q--2o / 1J If/' 9/ IZ OWNER CONTR. - G ��t /'7141) . TELEPHONE NO. ( ((7- (3. - d ,p DESCRIPTION W 01 •• .G 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 F; 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 0 SULATION 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 Z09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU: YES_NO Let COMMENTS:cc ` it,vvIr roc tAitaiA 0 erct, re:\curv, tot,( cc Q z cc Cl ❑ RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY j BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next i ' • tion 24 hours in advance. (952) 249-4600 Owner/Contract dr sit Inspector. 0"17 White Copy/inspector's File Canary Copy/Site Notice titin f V DATE TIME CITY OF ORONO ALLED IN INSPECTION NO7) W SCHEDULED $/l9/40. 3 `- 3a PERMIT NO. COMPLETED ADDRESS % 7 n I/u L_iD (2,0,-L, ng_ OWNER CONTR. 11 Q G ((Gr- ) TELEPHONE NO. (L ( �' J C1 V -"L DESCRIPTION I A1_ — -a- l► - • 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 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 `wi 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ct IQ 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 CItit.' tjALE,A.v.kar vinti,,*-- 0 e, -1-a_ _j .F COMrENTS: o„ a c t ' -0 wismag -colt > I aA a l ' e -L -j-�,,(�s ?vèev1cc � c;a cc g Q (0 9 83 Pobo15 Z PO b/2-C W cc pc.611g 2 WORK SATISFACTORY:PROCEED ROJECTCOMPLETE CC W ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY Q 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING PERMANENT I SSUP.c� ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 •PHOTO TAKEN �I 11/6) INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne t inspection 24 hours in advance. (952) 249-4600 Owner/Contra o e: Inspector. " White Copyllnspector's File Canary Copy/Site Notice J DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED g `8-03 aro 0 PERMIT NO. s-RS7 COMPLETE ADDRESS CO U WI. it ie4A.) Di_ OWNER CONTR. TELEPHONE NO. DESCRIPTION 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/FIREP CE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP / 17 SITE INSPECTION Q 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 st iti 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: CC IQ Q. lib -E-f'GL access - Vetct - ((0cc Nd Glbre '� n a� O o Ts 11- Cl, t f NA:ref-10 CleC/' W ` Op covk,atl Z cc t\I eel (4a�rai t( o�r 4-L1( k IA drek No 1t Altti St o- fforAti (tee)W W cc O IQ ❑WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CZ 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V / EFORE 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 next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on s't : Inspector. al White Copyllnspector's File Canary Copy/Site Notice i - 'b2.�'1 - REC RM WDW e) i� , �Ge al .T. p� J�g r'>4J_�;,;,;.��..65„SerialNumber.7000005055 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL r- BEAMUSA 1111 8113/00 11:05:18 AM . Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • 1 'C27 . ,cec �r 9 �O W; flow 10'8" ° 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) 360 135 0 to 3'6" Adds to' .Uniform(plf) Floor(1.00) 600 225 3'6"to 10'8" Adds to Uniform(ptf) Floor(1.00) 360 255 0 to 8'3" Adds to Uniform(plf) Roof(1.25) 680 375 2'9"to 8'3" Adds to Point(Ibs.) Roof(1.25) 0 3722 2'9" Adds to Point(lbs.) Floor(1.00) 0 5900 8'3" Adds to ' SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/_TOTAL DETAIL OTHER 1 Column' 5.25" 4" Left Face 6343/7474/13818 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 6353/8775/15129 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S!BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 14847 11752 13965 Passed(84%) .Rt.end Span 1 under Floor loading Moment(ft-lb) 38925 32119 40656 Passed(79%) MID Span 1 under Floor loading Live Defl.(in) 0.165 0.251 Passed(L/731) MID Span 1 under Roof loading Total Defl.(in) 0.360 0.502 Passed(U335) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL 0480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. , -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIC?S THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. • -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. :. " • • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY.10 NE ARDEN HILLS,MN • 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro^'and TJ-Beam'M are trademarks of Trus Joist Microllama is a registered trademark of Trus Joist - • 3 A DR 41.J. in-m, v5.45 Serial Number:7000005055 2 Pcs of 1.75 x 18" 2.0E Microllam® LVL BEAMUSA 1111 8/13/00 10:45:51 AM • Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 I • nr n . e 19' o 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(ptf) Floor(1.00) 580 218 0 to 19' Adds to . SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 3.5" Left Face 5890/2379/8269 Detail R1 SB Shear Blocking 2 Column 3.50". 3.5" Right Face 5890/2379/8269 Detail R1 SB Shear Blocking ' -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: - MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 8124 6401 11970 Passed(53%) • Lt end Span 1 under Floor loading _ Moment(ft-lb) 37911 36169 43299 Passed(84%) MID Span 1 under Floor loading Live Defl.(in) 0.547 0.622 . Passed(U409) MID Span 1 under Roof loading Total Dell(in) 0.768 0.933 Passed(L292) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:1/240). 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 Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. . -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. ' -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: • - No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN • 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,A Weyerhaeuser Business. TJ-BeamT"is a trademark of Trus Joist Microilam®is a registered trademark of This Joist Git ''- • LAUN 17�..'µ_.. mb TJ-Beams vF.4`� Serial Number:70000,05055 3 Pcs of 1.75" x 9.5" 2.0E Microllam®Microlla ® LVL BEAMUSA 1111 8/13/00 10:43:05 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ' nn 10'6" 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 Uniforin(plf) Floor(1.00) 40 15 0 to 10'6" Adds to Uniform(plf) Roof(1.25) 180 188 0 to 10'6" Adds to ' Point(lbs.) Roof(1.25) 0 14054 9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4.067" Left Face 1365/14648/16013 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 1365/1839/3204 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):-A3. -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 15859 2600 . .11845 Passed(22%) Rt end Span 1 under Roof loading • Moment(ft-lb) 9463 9463 24668 Passed(38%) MID Span 1 under Roof loading Live Defl.(in) 0.081 0.329 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.248 0.494 Passed(U477) MID Span 1 under Roof loading .=Deflection Criteria:STANDARD(LL:1/360,TL:L240).. . -Braqing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. • -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. • -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: • No Project Information available DFP PLANNING&DESIGN 4797 HWY.10 NE ARDEN HILLS,MN • 651-636-6889 651-638-1412 Copyright 0 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro^'and TJ-Beam^'are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. .C1 i HUTCH :TJ-BgamTMn�•45,Serial Number 7000005055 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1113 8/13/00 10:28:15 AM Page 1 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 • , �n n[( , 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(ptf) Roof(1.25) 180 • 188 • 0 to 2' •' ' Adds to • Uniform(plf) Roof(1.25) 680 375 2'to 12' Adds to • Uniform(ptf) Floor(1.00) 260 98 0 to 12' Adds to Point(Ibs.) Roof(1.25) 0 2805 2'2" Adds to • SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • 1 Column 5.25" 4" Left Face 4953/5035/9987 Detail A3 1.25"LSL Rim • 2 Microllam®LVL 3.50" Hanger Right Face 5807 J 3459/9266 Detail H1 See This Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. • HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE: SKEW • FLANGES • OFFSET SLOPE. FACE TOP MEMBER Right Top HGLTV5.511 No . N/A No 0 • 12-16D 6-16D 6-16D DESIGN CONTROLS: MAXIMUM DESIGN:: CONTROL CONTROL . LOCATION Shear(Ib) 9738 8848 14807 Passed(60%) Lt end Span 1 under Roof loading Moment(fe-Ib) 26267 26267 37391 Passed(70%) MID Span 1 under Roof loading • Live Defl.(in) 0.276 0.285 Passed(U496) MID Span 1 under Roof Icading Total Defl.(in) 0.472 0.570 Passed(U290) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/480,TL:L1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN • 651-636-6889 651-638-1412 Copyright 02000 by Trus Joist,A Weyerhaeuser Business. TJ-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 HUTCH +!�`��l�h!!/,Gc.,f .-TJ-Beam", v5.45 Serial Number,7000005055 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 111 8/13/00 10:28:15 AM Page 2 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: • • -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by . this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. • -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • • • PROJECT INFORMATION OPERATOR INFORMATION: • No Project Information available DFP PLANNING&DESIGN 4797 HWY.10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 Copyright 0 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProT"and TJ-Beam"'are trademarks of Trus Joist Simpson Strong-Tie Connector,®is a registered trademark of Simpson Strong-Tie Company,Inc. Microilam®is a registered trademark of Trus Joist • •C 0". 4V41:1.1. DINETTE PATIO 'TJ Beam"' v5.4i Serial Number:7000005055 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 8/13/00 10:24:27 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 ' l 7' Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptf) Floor(1.00) 360 135 0 to 2' Adds to •Uniform(plf) Floor(1.00) 440 165 2'to 7' Adds to Uniform(plf) Roof(1.25) 680 375 0 to 2' Adds to Point(Ibs.) Roof(1.25) 0 2650 2'2" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 2746/3154/5900 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 1814/1510 0324 Detail A3 1.25"LSL Rim -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM : DESIGN CONTROL.'CONTROL`:. LOCATION Shear(lb) . 5396 3544 6318 Passed(56%)'.:` Lt end Span 1 under Floor loading Moment(ft-Ib) 7243 6560 • 13156 Passed(50%) ' • MID Span 1 under Floor loading Live Defl.(in).: 0.053 0.213 Passed(U999+) MID Span 1 under Roof loading Total Deft(in) - 0.123 : 0.319. Passed(U623) • MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240).- - -Braging(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and - positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: • -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • • • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN 651-636-6889 651-638-1412 Copyright*2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro^'and TJ-Beam^'are trademarks of Trus Joist Microilam®is a registered trademark of Trus Joist. BED 4 WOW TJ-Beam ; ,5.4";Z Number.7000005055 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 8/13/00 9:57:47 AM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 1 ♦ • r t /7 Z- 0 5'8" 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(pif) Roof(1.25) 180 68 Oto 2'6" Adds to Uniform(plf) Roof(1.25) 680 255 2'6"to 5'8" Adds to Point(lbs.) Roof(1.25) 0 2805 2'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 5.25" Left Face 1027/2000/3027 Detail R1 SB Shear Blocking 2 Column 525" 5.25" Right Face 1803/1919/3722 Detail R1 SB Shear Blocking • -See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3410 2644 • 7897 Passed(33%) ._' Lt end Span 1 under Roof loading Moment(ft-Ib) 5662 4092 11840 Passed(35%) . MID Span 1 under Dead load Live Defl.(in) 0.021 0.168 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.065 • 0.252 ` Passed(U928) MID Spani under Roof loading Deflection Criteria:STANDARD(LL:U360,TL:L1240). ." •-Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise: Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. • ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been - reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. • -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HILLS,MN • 651-636-6889 651-638-1412 Copyright 0 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Beam"'is a trademark of Trus Joist. Microllarn®is a registered trademark of Trus Joist • ,r ,� GAR DR TJ-Beerh"'w5.45 SerialNumtxr.7000005055 2.Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111.6/12/00 4:3551 PM Pape 1 of i ' Build Code:124..'. THIS PRODUCT MEETS OR EXCEEDS THE SET-DESIGN CONTROLS FOR THEAPPLICATION AND LOADS LISTED - - Member Slope:0 Root Slope:0 . i • =-gin. ° 10' a • All dimensions are horizontal. Product Diagram is Conceptual. _LOADS:_ - {inalysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' • Leads(psf)40 Live at 125°k duration,15 Dead,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniforitt(plt). Rontc1.25) 1&Q 68- _._.01115'.3!'.: ' `Add1s to Uniform(plf) Roof(1.25) 673 252 5'3"to 10' Adds to Point(Ibs,) • Racf(1.25) Cr 2558 5'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION .LIVE/DEAD/TOTAL DETAIL -OTHER 1 Column 3.50" 3.5" Left Face ` • 1636/1874/3509 Detail R1 SB Shear Blocking 2• Column 3.:50"- 3:5"- Right Face • 290672480"/5386- • Uetail'R1 SB Shear Blocking •-See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for detail(s):'R1. DESIGNIXthLTROLS: ' MAXIMUM DESIGN _ CONTROL CONTROL ' LOCATION . . Shear(Ib)_. 5221 4315 - `: 7897..• Passed(55%). ; Rt_end Span 1 under Roof loading Moment(ft-lb) 13541 13541 16445 ': Passed(82%).:•'-MID Span 1 under Roof loasiing Live Defl.(in).'• ' 0.194 0.322 Passed(U598) MID Span 1 under Roof loading. - Total Defl.(in)• _ 0.457. .- 0.483 = Passed(U254) MID Span 1 under Roof loading • Deflection Criteria:STANDARD(LL: U360,TL:L/240)- -Bracing(Lu):All compression edges(top and bottom)must be braced-at 2'.8"'o%unless detailed otherwise: Proper attachment and pgsitioning-of Iateralbracing_isregitired to achieve member stability_ -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL Nt1TES:. -IMPORTANT! The analysis presented is output from software developed by Trus Joist Trus Joist warrants the sizing of its productsby this.software will be`accomplished in accordance withTrusJoist product.design.criteria_and code accepted.design values. Thecific product application,input design loads,'and stated dimensions have been provided by the software user. This output has not bee • reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative forproduct availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the Trus Joist Residential product listed above. -Note:See Trus Joist SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. ' • • PRTIJECT NFDR14TATfDN 0 PERATORINFORICTATIQN: • No Project Information available DFP PLANNING&DESIGN 4797 HWY. 10 NE ARDEN HIL-LS,MN , 651-f 38-68A9 - •651-638-1412 • Copyright©2000 by Trus Joist,A Weyerhaeuser Business. 7J-Beam1'is a trademark of Trus Joist. Microilarri is a registered trademark of Trus Joist DECK BEAM 'IJ-BzamT"'';/5.42 Serial Number.709046244 BEAMUSA 1111,6/25199 10'29:56 2 Pcs of 1.75" x 11.875" 2.0E Parallam® PSL Page 1 or 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I 1 • 14' • ` • Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT • • Uniform(plf) . Floor(1.00) 330 90 • 0 to 14' .. Adds to SUPPORTS: INPUT BEARING. REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER . . 1 Column 5.50"_. 4.25" Left Face 2590/840/3430 Detail A3 1.25"LSL Rim 2 Column 5.50" 4.25" Right Face 2590/840/3430 Detail A3 1.25"LSL Rim • -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION •Shear(Ib) 3267 2721 • 4902 Passed(56%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 10890 10890 14330 Passed(76%) MID Span 1 under Floor loading Live Dell.(in)- 0.336 . 0.444 Passed(U476) MID Span 1 under Floor loading _ Total Defl.(in) : 0.550 0:667 . Passed(U291) MID Span 1 under Floor loading.`: Deflection Criteria:STANDARD(LI.:1J360,TL-U7.40). ' • '-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 MacMillan(TJM). TJM warrants the sizing of its - products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM 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 TJM. • Wolmanized®CCA Parallam®material bearing the Timber Products Inspection,Inc.quality mark is warranted under joint agreements by TJM and Hickson Corporation. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. , • • • • PROJECT INFORMATION OPERATOR INFORMATION: - . . No Project Information available D.F.P.PLANNING&DESIGN, INC. • TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 • • 651-636-6889 651-636-1412 Copyright m 1999 by Trus Joist MacMillan,a limited partnership,-Boise,Idaho,USA. TJ-Pro" and TJ-BeamT"are trademarks of Trus Joist MacMillan. Parallam0 is a registered trademark of Trus Joist MacMillan. Woimanizedm is a registered trademark of the Hickson Corporation. • vv/ ' '/ " • DECK BEAM TI-9aam^' x.42 Serial/9199 Number::51:270=-045244 3 Pcs of 1.75" x 11.875" 2.0E ParallamJ PSL . BbNMUSA 1111 6/9/99 8:51:24 Page 1 or 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 t 18. ' Product Diagram Is Conceptual. LOADS: i - Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psfj:40 Live at 100%duration,15 Dead,0 Partition,and: • TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT • Uniforrri(ptf) Floor(1.00) 240 90 0 to 18' Adds to • - SUPPORTS: INPUT BEARING REACTIONS(Ibs.) • WIDTH LENGTH• JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.50"• 4.25" Left Face 2520/1148/3668 Detail A3 1.25"LSL Rim 2 • Column 5.50" 4.25" • Right Face 2520/1148/3668 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. • DESIGN CONTROLS: MAXIMUM DESIGN .CONTROL CONTROL LOCATION Shear(lb) 3532 3078 •7352 Passed(42%) • Lt end Span 1 under Floor1148/3 • Moment(ft-Ib) 15307 15307 21495, Passed(71%) MID Span 1 under Floor loading Live Defl.(in) 0.468 0.578 Passed(U444) MID Span 1 under Floor loading ='i: Total Defl.(in) . 0.866 0.867 '.Passed(U240) - MID MID Span 1 under Floor loading • -DeflAcnnr1 Criteria:STANn.4PP(I-L:t_/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 MacMillan(TJM). TJM warrants the sizing of its . products by this software will be accomplished in accordance with TJM 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 TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM 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 TJM. , VJolmanizedd CCA ParallamZ material bearing the Timber Products Inspection, Inc. quality mark is warranted under joint agreements by TJM and Hickson Corporation. , -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. , • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.PLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copy•-:;ht©19.90 by T vs Joist MacMillan,a limited partnership,Boiae,Idaho,Usk. TJ-ProTM and TJ-Beam"'are trademarks of Trus Joist MacMillan. Paal'=r,®is a registered trademark of TMs Joist MacMillan VVolr=_;z=_ is a registered trademark of the Hickson Ccrcoraon - ��eig-;4,v, v„Aig„ . SI f TING WOW TJ-Beam”' v5.42 Serial Number:709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 4130/99 11:56.55 rage 1 of 1 Build Code:104 • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 . I t . / I 1 Er--, X12.1 5,8"c . All dimensions are Horizontal, Product Diagram Is Conceptual. LOADS: 1 Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration,15 Dead,and: TYPE COMMENT CLASS - LIVE _.,DEAD LOCATION APPLICATION • Uniform(plf) Roof(1.25) 180 68 0 to 4'8" Adds to Uniform(plf) Roof(1.25) 667 250 4'8"to 5'8" Adds to Point(Ibs.) Roof(1.25) 0 5157 4'8" Adds to . • 'SUPPORTS: • INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 5.5" Left Face 645/957/1602 Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5" Right Face 1089/4904/5993 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):R1. DESIGN CONTROLS: • . - • MAXIMUM DESIGN CONTROL CONTROL . LOCATION Shear(Ib) 5666 . 1212 . • -7897 : Passed(15%) '• Lt end Span 1 under Roof loading Mornent(ft-lb) '3559 3148 • : , 11840 Passed(27%) } MID Span 1 under Dead load • Live Defl.(in) 0.009 0.167 ` Pzssed(1J999+) `MID Span 1 under Roof loading • Total Defl.(in) 0.038 • . . 0.250 , Passed(U999+) MID Span 1 under Roof loading Deflection Criteria:STANDARD(LL:U360,TL:1.1240). • 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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. . - Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.PLANNING&DESIGN, INC. . TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 • 651-636-6889 651-638-1412 ' • Copyri; :®1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Beam"'is a trademark of Trus Joist MacMillan. Microila 9 is a registered trademark of Trus Joist MacMillan. • d I /IG// . 1/4.7i-VA UR • (J Beam'":�s.42 Serial Number.709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL 6EAMUSA 1111,,4/30/99 13.38 04 Fage 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 I 1 ` [ KT ' t 1 a 10' c • All dimensions are horizontal. Product Diagram Is Conceptual. LOADS' i - Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration,15 Dead,and: . ' TYPE CLASS LIVE DEAD LOCATION APPLICATION. COMMENT . Uniform(plf) Roof(1.25) 180 68' 0 to 5' ` 'Adds to • ' Uniform(ptf) Roof(1.25) 487 183 5'to 10' Adds to . Point(Ibs.) . Roof(1.25) 0 2007 5' Adds to . SUPPORTS:- • INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • 1 2x4 Stud Wall 3.50" . 3.5" Left Face 1471 /1603/3074 Detail R1 SB Shear Blocking 2 2x4 Stud Wall 3.50" 3.5" Right Face 2264/1900/4164 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION ' Shear(lb) 4042 3369 7897 Passed(43%) Rt.end Span 1 under Roof loading . • Moment(ft-lb) 10961 '. .' 10961 • - :16445" Passed(67%) '-. MID,Span 1 under Roof loading live Defl.(in) - 0.162 0.322 Pasced(U715): MID Spen 1 under Roof loading _ Total Defl.(in) 0.374 . .. 0.483 Passed(U310) : MID Span 1 under Roof loading Deflection Criteria:STANDARD(LL:U360,TL:L1240). . . .:.:_-Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and polsitioning 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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. • -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. ' • • PROJECT INFORMATION OPERATOR INFORMATION: . No Project Information available D.F.P. PLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. • ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright 01999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Beam"is-a trademark of Trus Joist MacMillan. . Microllamm is a registered trademark of This Joist MacMillan. . J I VLl I 104 VVt1LL TiBeam^'1r5.42 Serial Number:709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL 6EAMUSA 1111;,,4130/99 13:44.16 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 8'3" e ' • All dimensions are horizontal. Product Diagram Is Conceptual. LOADS i ' - 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) 737 396 • 0 to 8'3" ` ' Adds to ' SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • •- 1 Column -3.50" 3.5" Left Face 3140/1698/4839 Detail R1 SB Shear Blocking 2 2x6 Stud Wall 5.50" 5.5' Right Face 3270/1768/5038 Detail R1 SB Shear Blocking. • -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: • . MAXIMUM DESIGN CONTROL CONTROL LOCATION • Shear(Ib) 4639 3542 7897 Passed(45%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 8988 8988 16445 Passed(55%) MID Span 1 under Roof loading . Live Dell.(in)' 0.146 0.258 Passed(U636) MID Span 1 under Roof loading Total Dell(in) 0.225 0.387 . Passed(U413) ` MID Span 1 under Roof loading ,y. -Detiection Criteria: t fANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise.' Proper attachment and '.positioning of lateral bracing is required to achieve member stability. - -Design assumes adequate continuous lateral support of the compression edge. . ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its •products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: • • . No Project Information available D.F.P.PLANNING& DESIGN, INC. ' TERRY MIKKELSON 4797 HIGHWAY 10 N.E. . • ARDEN HILLS, MN 55112 - 651-636-6889 651-638-1412 Copyright 0 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Beam1'is a trademark of Trus Joist MacMillan. Microllam®is a registered trademark of Trus Joist MacMillan. efitaVUk fne/t/ilii . I AIRS S 7.1•Beam"'`\5.42 Serial Number:709046244 2 :Pcs 011.75" X 11.875" 2.0E Microllam® LVL 6EAMt!.SA 1111 ,A-30/99 13:54:36 i Page 1 of 2 Build Code:104 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(ptf) .Floor(1.00) .40 . 15 0 to 13'6" Adds to - . - Point(Ibs.) Floor(1.00) 0 5498 12'9" Adds to • SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Microllam®LVL 3.50" Hanger Left Face 539/466/1005 Detail H1 2 Column . 5.25" 4" Right Face 541/5592/6133. Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):H1,A3. • • HA .. ERS: • Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING • MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left . Top 1•TT411.88 • No N/A No 0 2-N10 4-N10 2-N10 DESIGN CONTROLS: . MAXIMUM DESIGN CONTROL CONTROL. LOCATION Shear(Ib) . 6095 850 7897 Passed(11%) Lt. end Span 1 under Floor loading Moment(ft-ib) - 3871. 3871 .' 19942 Passed(19%) MID Span 1 under Floor loading Live Defl.(in) • 0.056 0.322 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.132 0.645 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U460,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, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 . 651-636-6889 651-638-1412 • Copyright®19G9 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pror'and TJ-Beam^'are trademarks of Trus Jcist MacMillan. Microllam®is a registered trademark of Trus Joist MacMillan. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. • J I NIrtJ ektfinC/ /4W . TJ•Beam"'.1;5.42 Serial Number.709046244 2 PCS of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 .4/30/99 13:54:36 Page 2 or 2 Build Code:104 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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. • -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. . • 0- • • • • • • • • • • • PROJECT INFORMATION OPERATOR INFORMATION: - No Project Information available D.F.P.PLANNING&DESIGN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 ' 651-636-6889 651-638-1412 Copyright ID 1959 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro"'and TJ-BeamTM are trademarks or Trus Joist MacMillan. Microllarn®is a registered trademark or Trus Joist MacMillan. Simpson Strong-Tie Connectors is a registered trademark or Simpson Strong-Tie Company,Inc. 1:31J I I_ttt rt+ly i PCT iti-We,4Iac/tIilun . TJ-Beam"' 'v5.42 Serial Number:709046244 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 '4130199 14.07:49 • Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED . • I 1 r 6 6,3., , • Product Diagram Is Conceptual. LOADS: - i 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) 440 :165 • 0 to 2'10" . Adds to • .. Uniform(pif) Floor(1.00) 620 233 2'10"to 6'3" Adds to . Point(Ibs.) Floor(1.00) 0 1005 2'10" Adds to SUPPORTS: INPUT . BEARING • REACTIONS(Ibs.) . WIDTH LENGTH JUSTIFICATION LIVE!DEAD!TOTAL DETAIL OTHER 1 2x4 Plate 3.50" 2.25" • Left Face .1609/1178/2786 Detail A3 1.25"LSL Rim . 2 2x6 Plate 5.50" 4.25" • Right Face 2006/1257/3263 Detail A3 1.25"LSL Rim . -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: . MAXIMUM . DESIGN CONTROL . CONTROL - LOCATION • Shear(Ib) 2956 - 1931 : ..7897 Passed(24%) ... Rt.end Span 1 under Floor loading. ' - Moment(ft-Ib) • 4744 • 4744 19942 Passed(24%) MID Span 1 under Floor loading ; ' Live Defl.(in) 0.021 -. 0.144 :•Passed(U999+)'..MID Span 1 under Floor loading Total Defl.(in) 0.040 . 0.287 Passed(U999+) MID Span 1 under Floor loading Deflection Criteria:STANDARD(LL:1J480,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: V • -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its , products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. • -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • • -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.PLANNING&DESIGN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. . ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 ' Copyright©1999 by Trus Joist MacMitlan,a limited partnership,Boise,Idaho,USA.' TJ-Pro"'and TJ-Beam""are trademarks of Trus Joist MacMillan. Microllam®is a registered trademark of Trus Joist MacMillan. •• I AIKS LEI- I T;f=9eamTM 15.42 Serial Number:709046244 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 x4/30/99 14:12:27 Fage 1 or 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • 112j 9'1" • 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) .460 . 173 0 to 9'1" Adds to - • SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Beam 3.50". 2.25" Left Face 2271/906/3177 Detail A3 1.25"LSL Rim 2 2x4 Plate 3.50" • 2.25" Right Face 2271 /906/3177 Detail A3 1.25"LSL Rim • • • -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. • DESIGN CONTROLS: - • • MAXIMUM DESIGN . CONTROL CONTROL LOCATION • Shear(lb) 3060 2281 7897 ' Passed(29%) Lt. end Span 1 under Floor loading Moment(ft-lb) 6694 6694 19942 . Passed(34%) MID Span 1 under Floor loading • Live Defl.(in) 0.081 0.219 Passed(U999+) MID Span 1 under Floor loading - " Total Defl.(in) 0.113 • 0.437. Passed(U929) MID Span 1 under Floor loading - -Deflection Criteria:.STANDARD(LL• L/480,Tl.:1r240). >., • 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 MacMillan(TJM). TJM warrants the sizing of its . products by this software will be accomplished in accordance with TJM 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 TJM Associate. • -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST'MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • • • • PROJECT INFORMATION OPERATOR INFORMATION: • No Project Information available D.F.P.PLANNING&DESIGN, INC. • TERRY MIKKELSON 4797 HIGHWAY 10 N.E. • ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright m 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA TJ-Pro"'and TJ-9eamTM are trademarks of Trus Joist MacMillan. Microllama is a registered trademark of Trus Joist MacMillan e/�iifV6kt4//e/S// !, . PKT DR jJ-Beam"' 'v5.42 Serial Number:709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAM1.:SA 1111 4/30/99 14:14.37 .. Page 1 of I Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • �n I2; • Q _7'6" 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 . • Point(Ibs.) . Floor(1.00) 0 3177 3'6" • Adds to • • SUPPORTS: • INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Stud Wall . 3.50" 2.25" Left Face 150/1790/1940 Detail A3 1.25"LSL Rim 2 2x4 Stud Wall 3.50" 2.25" Right Face 150/1568/1718 Detail A3 1.25"LSL Rim • -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. ' DESIGN CONTROLS: - • MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 1929 1764 5686 Passed(31%) Lt end Span 1 under Dead load Moment(ft-Ib) 6074 5819 11840 Passed(49%) MID Span 1 under Dead load Live Defl.(in) 0.006 0.239 Passed(U999+) MID Span 1 under Floor loading . . Total Defl.(in) 0.111 0.358 Passed(L/772) MID Span 1 under Floor loading -Deflection Criteria:STANIDARD(LL:U380,TLU240). -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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST'MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available O.F.P.PLANNING&DESIGN, INC. • TERRY MIKKELSON 4797 HIGHWAY 10 N.E. • • ARDEN HILLS, MN 55112 651-636-6889 • 651-638-1412 Copyright C 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist MacMillan. Microllamm is a registered trademark of Trus Joist MacMillan. . I FAM RM 'T,t-Beam'" x.42 Serial Number.709046244 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMU$A 1111 4/30/99 14:32.43 Page 1 o12 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 14 1 . 4 • I JT • 13'3" Product Diagram Is Conceptual. LOADS: i - Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:'I'• Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT • Uniform(pif) Floor(1.00) 320 • 120 0 to 4'8" Adds to . • Uniform(pif) Floor(1.00) 380 143 4'8"to 13'3" Adds to Uniform(plf) Roof(1.25) 547 325 7"to 1'6" Adds to • Uniform(plf) Roof(1.25) 667 370 3'9"to 10'7" Adds to Point(Ibs.) Roof(1.25) 0 2063 7" Adds to Point(Ibs.) RoOf(1.25) 0 1251 1'6" Adds to Point(Ibs.) Roof(1.25) 0 1251 3'9" Adds to • Point(Ibs.) Roof(1.25) 0 2363 10'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 5103(R1.25)/6999/12103 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face. 5241 (R1.25)/5010/10251: Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3.".. • DESIGN CONTROLS: MAXIMUM • DESIGN CONTROL CONTROL LOCATION Shear(lb) ..:'.11942 . .9291 . 17456.''..Passed(53%) Rt end Span 1 under Roof loading • • Moment(ft-lb). 33746 33746 50820 Passed(66%)'.' MID Span 1 under Roof loading Live Defl.(in)% 0.247 0.421 Passed(U613) MID Span 1 under Roof loading Total Defl.(in) 0.457 0.631 Passed(U331) 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. • • • PROJECT INFORMATION OPERATOR INFORMATION: • No Project Information available D.F.P.PLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ' ARDEN HILLS,MN 55112 651-636-6889 651-638-1412 Copyright C 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro^'and TJ-BeamT"are trademarks of Trus Joist MacMillan. • Microllam6 is a registered trademark of Trus Joist MacMillan. TijaVektitiat/thOW; • FAM RM Tl.BeamTM 55.42 Serial Number:709046244 3,Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 '4/30/99 14:32:43 • Page 2 of 2 Build Code:104 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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • • • • • • • • •; • • • • PROJECT INFORMATION OPERATOR INFORMATION: • No Project Information available D.F.P.PLANNING&DESIGN,INC. • TERRY MIKKELSON • 4797 HIGHWAY 10 N.E. • ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright 0 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA TJ-Pro"'and TJ-Beam^'are trademarks of Trus Joist MacMillan. Microllam®is a registered trademark of Trus Joist MacMillan. c)gi Veili/ re/W4is . FAM RM 'IJ-Beam",'.. v5.42 Serial Number:709046244 2 Pcs of 1.75" x 16" 2.0E Microllam® LVL BEAMU'SA 1111 `4/30199 14.35:24 • Pape 1 d 2 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • ✓ H 111J4 a 13'3" • 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) 320 120 • 0 to 4'8" Adds to Uniform(plf) Floor(1.00) 380 143 4'8"to 13'3" Adds to Uniform(plf) Roof(1.25) 547 325 7"to 1'6" Adds to Uniform(plf) Roof(1.25) 667 370 3'9"to 10'7" Adds to Point(Ibs.) Roof(1.25) 0 2063 7" Adds to Point(Ibs.) Roof(1.25) 0 1251 1'6" Adds to Point(Ibs.) Roof(1.25) 0 1251 3'9" Adds to Point(Ibs.) Roof(1.25) 0 •2363 10'9" Adds to SUPPORTS: • INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH. JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 7.00" 5.75" Left Face 5161 (R1.25)/7048/12210 : Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face .' 5183(R1.25)/4897/10080 : Detail A3 .1.25"LSL Rim • -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): • A3,.:.• DESIGN CONTROLS: • MAXIMUM DESIGN CONTROL'.• CONTROL LOCATION Shear(lb) 11976:`.''- 9029 "._:13300 Passed(68%) •:• Rt.end Span 1 under Roof loading Moment(ft-Ib) 32795 . • 32795 43455 Passed(75%) .:. MID Span 1 under Roof loading Live Defl.(in) 0.248 0.416 . Passed(U605) MID Span 1 under Roof loading Total Defl.(in) 0.453 0.624 Passed(U331) MID Span 1 under Roof loading • -Deflection Criteria:STANDARD(LL:L/360,TL:LI240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • • • PROJECT INFORMATION OPERATOR INFORMATION: ' • • No Project Information available D.F.P.PLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. • • ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 • Copyright 0 1999 by Trus Joist MacMillan,a limited partnership,Bcise,Idaho,USA. TJ-ProTM and TJ-Beam^'are trademarks or Trus Joist MacMillan. Korona.-n.23 is a registered trademark of Trus Joist MacMillan. . FAM RM Celi.441tIVItheitzOio . '. Beard"' e5.42 Serl.INumber:709046244 2 PCS of 1.!5" x 16" 2.0E Microllam® LVL BEAMUSA 1111 4/30/99 14:35:24 Page 2 of 2 Build Code:104 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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. • -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIERS I BUILDER'S GUIDES for multiple ply connection. •• , • r - • • • • • • • • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.PLANNING&DESIGN, INC. • TERRY MIKKELSON 4797 HIGHWAY 10 N.E. • ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright 0 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamT"are trademarks of Trus Joist MacMillan. Microllam®is a registered trademark of Trus Joist MacMillan. eg;i9a ,lnc/V/Ols KITCHEN iJBeam^' vs.42 Serial Number:709046244 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL • B;AMAA 1111 4/30/99 14.46.23 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • 4. �� X12. • JI 4'8., • 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(ptf) Floor(1.00) 360 135 . 0 to 4'8" . Adds to -• . • Uniform(plf) Roof(1.25) 180 68 0 to 4'8" Adds to Point(lbs.) Roof(1.25) 0 3175 1'2" Adds to • SUPPORTS: • INPUT BEARING • REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • 1 2x6 Stud Wall 5.50" 4.25" Left Face 1353(R1.25)/3044/4397 Detail A3 1.25"LSL Rim • 2 2x6 Stud Wall 5.50" 4.25" Right Face 1353(R1.25)/1192/2545 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. - • DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL . LOCATION Shear(Ib) • 4128 • 1341 6318 Passed(21%) Rt.end Span 1 under Floor loading Moment(ft-Ib)^ • 3208 2926 .13156 . Passed(22%) MID Span 1 under Floor loading Live Defl.(in) • 0.011 . - 0.133 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.028 0.200 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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. • -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.PLANNING&DESIGN, INC. • TERRY MIKKELSON 4797 HIGHWAY 10 N.E. • ARDEN HILLS, MN 55112 651-636-6689 651-638-1412 Copyright C 1999 by This Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist MacMillan. M crollaru9 is a registered trademark of Trus Joist MacMillan. BSMT WET BAR I T,J-Ream 7 v5.42 Serial Number:709046244 3 Pcs of 1.75" x 11.875" 2.0E MicrollaTTl® LVL BEAMUSA 1111 4130199 15:39:03 • Page 1 or 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a 4. . • - • 1-1 j rt21 e 10'4" c • • Product Diagram Is Conceptual. LOADS: i 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) 620 • 233 • Oto 10'4"° • Adds to - ` ' • ' Uniform(plf) Floor(1.00) 620 353 2"to 10" Adds to Uniform(plf) Floor(1.00) 620 353 4'1"to 10'4" Adds to • Point(Ibs.) Floor(1.00) 0 3263 2" Adds to r Point(ibs.) . Floor(1.00) 0 1491 10" Adds to Point(Ibs.) Floor(1.00) 0 1491 4'1" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.50" 4.25" Left Face 4938/7830/12768 Detail A3 1.25"LSL Rim 2 Column 5.50" 4.25" Right Face 6170/3597/9768 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. • DESIGN CONTROLS: • MAXIMUM DESIGN CONTROL CONTROL ' ' LOCATION • • Shear(Ib) 9135 7019 • 11845 Passed(59%). -RL end Span 1 under Floor loading Moment(ft-Ib) 21981 21981 29913 Passed(73%) MID Span 1 under Floor loading • Live Defl.(in) 0.169 ` ':•.0.322. Passed(U687) MID Span 1 under Floor loading Total Defl.(in) 0.289 0.483 Passed(U401) . 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 MacMillan(TJM). TJM warrants the sizing of its - . products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. ; -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: ' No Project Information available D.F.P.PLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. • ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright m 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-Beam"are trademarks ct This Joist MacMillan. MicroIlarr0 is a registered trademark of Trus Joist MacMillan. • TiiiVeVIne/thOp . BSMT BED Td-Beam^' ' 5.42 Serial Number:709046244 3 Pcs of 1.75" x 9.5" 2.0E MicroIIam® LVL BEAMUS.A 1111 4/30/99 15:43.14 Page 1 or 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • •Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width:1'• Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 320 240 0 to 2'4 Adds to • . Uniform(plf) Floor(1.00) 320 120 0 to 5'8" Adds to Point(Ibs.) Floor(1.00) 0 12210 2'4" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • 1 Column 5.25" 4" Left Face 1637/8200/9837 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 1150/5413/6562 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. - •• DESIGN CONTROLS: • MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 9503 7722 8529 Passed(91%). Lt end Span 1 under Dead load Moment(ft-Ib) • 17022 15532 17761 Passed(87%)..• MID Span 1 under Dead load Live Defl.(in) 0.013 0.168 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.120 0.252 . Passed(U504) 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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. • -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above.• -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • • PROJECT INFORMATION OPERATOR INFORMATION: • No Project Information available D.F.P. PLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. • ARDEN HILLS, MN 55112 . 651-636-6889 • 651-638-1412 Copyright C 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProT"and TJ-Beam^'are trademarks of Trus Joist MacMillan. Micro[lam®is a registered trademark of Trus Joist MacMillan. • • BSMT PATIO DR * Wt/?C/W/11oeit i jai . T4,-8eam'" x5.42 Serial Number:709046244 3 Pcs 011.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 4/30199 15:47:22 Paye 1 of 1 Build Cade:104 • THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • I 1 • Fr • Jiil. ; . , 7' Product Diagram is Conceptual. LOADS: i 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 7'.- Adds to Uniform(plf) Floor(1.00) 380 263 4'9"to 7' Adds to Point(Ibs.) Floor(1.00) 0 10080 4'9" Adds to SUPPORTS: INPUT. BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25". 4" Left Face 1582/3742/5324 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 2213/8132/10345 Detail A3 1.25"LSL Rim • -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. - DESIGN CONTROLS: , MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) - 9959 8827 9476 Passed(93%) Rt.end Span 1 under Floor loading Moment(ft-lb) 16978 16978 • 19734 Passed(86%) MID Span 1 under Floor loading - . • Live Defl.(in) 0.030 0.213 Passed(U999+) MID Span 1 under Floor loading . Total Defl.(in) 0.170 0.319 Passed(U450) 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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. _ -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: • No Project Information available D.F.P.PLANNING& DESIGN, INC. • TERRY MIKKELSON 4797 HIGHWAY 10 N.E. • ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 • Copyright m 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA TJ-ProTM and TJ-BeamT"are trademarks of Trus Joist MacMillan. Microllam®is a registered trademark of Trus Joist MacMillan. • .�e ilge gfieleAkOW, . bSM I I-LUSH UR TrJ-Beam^' 1f:42 Serial Number:709046244 3 Pcs of 1.75" x 9.5" 2.0E IV!icrollalTl® LVL BEAMUSA 1111-4/30/99 16:20:10 Page 1 cr 2 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Mr2; 10' Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width:1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) •Floor(1.00) 460 173 0 to 6'6" Adds to • Uniform(plf) Floor(1.00) 760 405 6'6"to 10' Adds to •Point(lbs.) Floor(1.00) 0 3177 6'6" Adds to • SUPPORTS: • , INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER • 1 Microllam®LVL 3.50" Hanger Left Face 2650/2202/4852 Detail H1 2 2x6 Stud Wall 5.50" 4.25" Right Face • 3400/3805/7205 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1,A3. • HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. NAILING MODEL . SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER " Left Top HWU5.50/9.5 . No N/A No 0 4-16D 4•-16D 6-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION • Shear(Ib) _6794 15663 9476. .Passed(60%) Rt end Span 1 under Floor loading Moment(ft-Ib) 15327 15327 19734 Passed(78%) MID Span 1 under Floor loading Live Defl.(in) 0.148 0.234 Passed(U761) MID Span 1 under Floor loading . Total Defl.(in) 0.336 0.469 Passed(U335) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • • PROJECT INFORMATION OPERATOR INFORMATION: _ No Project Information available D.F.P. PLANNING&DESIGN, INC. TERRY MIKKELSON • 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 • 651-636-6889 651-638-1412 Copyright C 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro'"and TJ-Beare are trademarks of This Joist MacMillan. Microllam®is a registered trademark of Trus Joist MacMillan. Simpson Strong-Tie Connectorse Is a registered trademark of Simpson Strong-Tie Company,Inc. USM I I-LUSt1 un e�`i� ;4t0/ffnt/140i/.. T-{Beam^' v5.42 Serial Number:709046244 3 PCs of 1.75" X 9.5" 2.0E Microllam® LVL B EA M USA 1111 I/30/99 16:20:10 Page 2 of 2 Build Code:104 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 MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • • • • • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.PLANNING&DESIGN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 • 651-638-1412 Copyright®1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-Beam^'are trademarks of Trus Joist MacMillan. Microtlamm is a registered trademark of Trus Joist MacMillan. Simpson Strong-Tie Connectors is a registered trademark of Simpson Strong-Tie Company,Inc. 0141itit/Vi u/< . BS'MT FLUSH FIB 4 T,{-deam^' v542 Serial Number:705045244 2 Pcs of 1.75" x 9.5 2.0E Microllam® LVL BEAMUSA 1111 $/30/99 16:22:53 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • 1 ' Fir s' 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 Point(lbs.) Floor(1.00) 0 4852 3'6" • Adds to , SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER •— 1 2x6 Plate 5.50" 4.25" Left Face 160/2854/3014 Detail A3 1.25"LSL Rim 2 2x6 Plate 5.50" 4.25" Right Face 160/2192/2352 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 2992 2823 5686 Passed(50%) Lt.end Span 1 under Dead load Moment(ft-Ib) 9153 8889 11840 Passed(75%) MID Span 1 under Dead load Live Defl.(in) 0.006 0.183 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.172 0.367 Passed(U512) _ MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM 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 TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. PLANNING &DESIGN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. . ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright©1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-Beam''are trademarks of This Joist MacMillan. hGcroilam®is a registered trademark of Trus Joist MacMillan.