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HomeMy WebLinkAbout2002 - P05115 - new structure �. PERMIT (CITY OF ORONO Permit Number: 2750 Kelley Parkway- PO Box 66 P05115 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 5/8/2002 SITE ADDRESS: 1030 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-41-0012 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 Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 3,295.50 Valuation: $ 513,000.00 Plan Review Fee: $ 2,163.77 State Surcharge Fee: $ 260.50 SAC Fee: $ 1,200.00 TOTAL FEE: $ 6,919.77 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 AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. X2 APPLICANT PERMITEE SIGNATURE EKED BY SIGNATURE Copies: 1-File(SiQnitures Rectuired), 1-Applicant. 1-Monthly Reports, 1-Assessing. 1-Finance Page 1 ;un-25-2001 01:52pm From-CITY OF ORONO +9522494616 T-//298 P.001/002 F-611 ; r CHO( Date Received: t� �•= Total Fee: $� h Entered By: Permit#: 7Z),3 - = ` YTS •1)./ 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) •RAE °R------CONTRACTOR JOB SITE ADDRESS: 030 1-4)ii/d (Jl e-vo ZIP: • NAME OF OWNER: S PHONE: (home)745 7S0 S 7 SG. (work) 6,12, 5 ya .4,465 MAILING ADDRESS: /tel 1 Lowe. 1V CITY: 8/ -e ZIP: CONTRACTOR: ' PHONE: ?63 7103 575' CONTACT PERSON:_1-4lkL Ka a.5jz ,.- MOBILE/PAGER: 4/0 S90 4' MAILING ADDRESS:/5"..,-1 9`1-i4-11 SCJ •/4/ .CITY: ZIP: STATE LICENSE: # 1367 ARCHITECT/ENGINEER: )P PRONE: 5/ 43t9 t"5-S MAILING ADDRESS: 51797 f'k'j e,it/6. CITY: IP; NAME: +t �''�' - • TYPE OF WORK: New — Addition Accessory Structure, Move • Remodel/Alteration Land Alteration_ PROPOSED WORK(describe in detail): L. • 151'5 2^- j'-jg- J, SQ.FEET OF EACH FLOOR: k 3 14'241 STORIES: 02 NO. OF BEDROOMS:- / GARAGE STALLS: ATT. xi . ESTIMATED CONSTRUCTION VALUATION (excluding land): $ I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: DATE: 4 - NOTE! parade of omen 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: 10 30 W t L. w '4 1 PID: DESCRIPTION OF WORK: Ne-Lo j2 5 ZONING REVIEW BY: v DATE APPROVED: S--2•az_. BUILDING REVIEW BY: c DATE APPROVED: -- -7-0Z- FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes No PLAN REVIEW Yes ' No SEWER CONNECTION STATE SURCHARGE Yes c- No WA1}..RCONNECTION INVESTIGATION FEE Yes No 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 gC No Date of Survey: 1-1- I - 02 Proposed Setbacks: Front(Lake): £33' ± Right Side: y5' t Rear(Street): I-701 Left Side: 95' Adjacent Structures: /V(A Wetland: i i 5 1:- Building LBuilding Height: Def. Hgt. Z$' Peak Hgt. 3`' t. Lot Coverage: N(A Grading: Staff Approval Date: 5•---)-02 By: cAD' Council Approval Date: Septic: Staff Approval Date: /1/ By: Zoning File: # Resolution: # Resolution Date: Shoreland District: -- Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS(in house): 7 t • BUILDING REVIEW CHECK LIST UBC: R • 3 CONSTRUCTION TYPE: \//\S Sq Footage $ Per Sq Fig Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ 13,UOO °=' Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal K Mechanical —4.Water Connection Footing Septic „(Sewer Connection i Framing p(Fireplace Lawn Irrigation Insulation____/_ (Masonry) Other Wall Board pc(Mfg.) Well (State Permit) Final Grading/Filling d 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 CITY OF ORONO �j DATE TIME CALLED IN ---- f INSPECTION NOTI E,� 5 115 SCHEDULED I' L PERMIT NO. � COMPLETED ADDRESS I LU 1 I I lc', LL /P 0) /9ie OWNER CONTR. TELEPHONE NO. '7(/'3 �g'L "- krCi— c DESCRIPTION u 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS C") 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT '.t 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: cc W j 1('. +D i6c,(. / cc O \ W cc Q W z W cc CC• WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Oi BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice 9ADATE TIME CITY OF ORONO CALLED IN INSPECTION NOT CE SCHEDULED Z'--On PERMIT NO. -t 3 I I5 COMPLETED /' Z dO ADDRESS le-7- ,r) l k i i I tt,o` t.it / Pic) D p OWNER CONTR. 1K9.- (NL-y -i- TELEPHONE NO. '7 • - : C DESCRIPTION n11J LU 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 J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Z09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL �'�'(((('' 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:IL YES_NO y oCOMMENTS: �'S. W ? % (4-- 4:d Lig(9J/ CC O W CC Q W Z W d e0i41/ ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN LI 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/Cont or _... 0 onpit : Inspector. 0-f,,,,1 White Copy/Inspector's File Canary Copy/Site Notice LoaLexy n4Lt o DATE TIME CITY NO CALLED IN ,2/ `/ INSPECTION NOTIM SCHEDULED PERMIT NO. O 51 I COMPLETED J ADDRESS /0 3 e L U/ 0/cu) ( �•1-_ t-t) OWNER CONTR. t e 671A/7) /7) TELEPHONE NO. 0 -59C - yg[U s DESCRIPTION ---M(..l (a`h C% LL. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS H SULATION 9d/9c �^^�R '^ /FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP cK 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL cC OWNER/CONTRACTOR TO MEET YOU: YES NO o COMMENTS: cc W Q. CC /srq 2-1.3 _2. lkcc 0.... ..........„,0 4. W P"--/) Wz 1/2"-- P----- (0-7.1<, z W cc d W2 ORK SATISFACTORY:PROCEED IDPROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑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 Owner/ tractor on site: Inspector. c i e Copy/Inspector's File nary Copy/Site Notice CITY OF ORONO k CALL IN DATE TIME INSPECTION N TIC SCHEDULED 7 9-,:,-- /0. c)" PERMIT NO. CJ COMPLETED- t / ADDRESS 7G--3 c q. .��i�Lo- j ' ks ,1 OWNER CONTR�-e --)/t-4-•^-f TELEPHONE NO. (2 ( j 6 q `5 DESCRIPTION Lj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q ION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 1, 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP IQ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL <-- OWNER/CONTRACTOR TO MEET YOU:_YES NO • CO NT : cc LW Q. It All L i1 _ - S -,✓,, -r Ii _ / A o C�� .T oC' 2—/A1,� 1,,e Ti 7-7 n -) 4. APP ler C 03 Z 11- 5. --r Li UJ RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W ❑C•RRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY .0 . •RRECT 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 O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owned .r on ite: ' ,,,""->e_.- .11 Inspector W : _ -40.'" 1 , i e Copy/Inspector's File /ary Copy/Site Notice \ DATT,E CITY OF ORONO CALLED IN 1c TIME f ` \ M `I' INSPECTIONOTICE SCHEDULED ) 1.3 tic.) PERMIT NO., 1 V COMPLETED ADDRESS 1 O 3L1 L-) r OWNER CONTR. TELEPHONE NO. CO I Z - Cr- loS`w • DESCRIPTION C—c-) F LL. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS " 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 5 FI 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU: YES_NO v1• COMMENTS: cc O CC U..O W CC Q W W ORK SATISFACTORY:PROCEED , ' ECT COMPLETE 0 CORRECT WORK&PROCEED XTSSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n xt inspection 24 hours in advance. (952) 249-4600 Owner/Cont .try n site: Inspector. -. White Copy/Inspector's ile Canary Copy/Site Notice • S( I5 - 1030 U3 110W V1' 202137 DECK 7 c TJ-Beam(TM)8.02Serial_Nu e70030%160. 5 1/4" x 9 1/4" 2.0E Parallam® PSL, CCA-SL 2 (19% < MC< 28%) User.2 4/10!02 11:12:01 AM Pagel Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ,0 12.6» Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(0) Floor(1.00) 240.0 90.0 0 To 12'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.50" 5.50" 1750/751 /0/2501 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL 2 Wood column 5.50" 5.50" 1750/751 /0/2501 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2368 -2009 5727 Passed(35%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7005 7005 13409 Passed(52%) MID Span 1 under Floor loading Live Load Defl(in) 0.221 0.296 Passed(U642) MID Span 1 under Floor loading Total Load Defl(in) 0.400 0.592 Passed(L/355) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%) PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS, MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business Paraliam® is a registered trademark of Trus Joist. • 1 202137 GAR DR TJ-Beam'' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 2/21/02 10:40:50 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 I � 1 � 2 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) 180 68 0 to 4'9" Adds to Uniform(ptf) Roof(1.25) 520 195 4'9"to 10' Adds to Point(lbs.) Roof(1.25) 0 2860 4'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 3.50" 3.5" 1554/2135/3689 1 9.5" Detail R1 SB Shear Blocking 2 Column 3.50" 3.5" 2431 /2314/4745 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(ib) 4615 3900 7897 Passed(49%) Rt end Span 1 under Roof loading Moment(ft-Ib) 13391 13391 16445 Passed(81%) MID Span 1 under Roof loading Live Defl.(in) 0.176 0.322 Passed(U661) MID Span 1 under Roof loading Total Defl.(in) 0.453 0.483 Passed(U256) 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 G.F.P. Planning&Design Terry Mikkeison 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. Microllame is a registered trademark of Trus Joist 202137 BED 3 WDW TJ-Beam" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 2/21/02 10:35:42 AM Pagel of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 1 , 1 112-. 7• All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 800 300 0 to 4'3" Adds to Uniform(plf) Roof(1.25) 140 53 4'3"to 7' Adds to Point(Ibs.) Roof(1.25) 0 3300 4'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 2632/2281 /4914 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 1433/2609/4041 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(Ib) 4550 3725 7897 Passed(47%) Rt.end Span 1 under Roof loading Moment(ft-Ib) 8891 8891 16445 Passed(54%) MID Span 1 under Roof loading Live Defl.(in) 0.058 0.213 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.152 0.319 Passed(U504) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -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). 7J 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. • s ' � � LIV RM WDW TJ-3eamTM'►+5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL f1.�,MUSA 1111 3/21/02 9:36:53 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1J,111.1111111111 � iL 7' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 300 113 0 to 7' Adds to Uniform(plf) Roof(1.25) 760 405 0 to 1' Adds to Uniform(plf) Roof(1.25) 180 188 6'to 7' Adds to Point(Ibs.) Roof(1.25) 0 4269 1' Adds to Point(Ibs.) Roof(1.25) 0 4669 6' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1928/5189/7118 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1392/5302/6694 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) 6605 1119 6318 Passed(18%) Lt.end Span 1 under Floor loading Moment(ft-lb) 5678 5568 13156 Passed(42%) MID Span 1 under Floor loading Live Defl.(in) 0.034 0.213 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.111 0.319 Passed(U687) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro''and TJ-Beam'are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. GRT RM WDW . Air 5:t'b Kc+... TJ-Beam-r‘' 55 Serial Number:700163477 1.75" X 9.25" 2.0E tvtlCCoiiamR LVL EAMUSA 1111 220/02 11:11:21 AM Page 1 oft 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=15'8" 4" 3 4'6" 9 4'6" 3' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 180 188 0 to 15'8" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 342/280/622 1 9.2" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 957/860/1817 1 9.2" Detail R7 • 3 Column 5.25" 5.25" 1067/969/2037 1 9.2" Detail R7 4 Column 5.25" 5.25" 957/860/1817 1 9.2" Detail R7 5 Column 5.25" 5.25" 342/280/622 1 9.2" 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) 1018 595 3845 Passed(15%) Rt end Span 2 under Roof ADJACENT span loading Moment(ft-lb) 806 806 7824 Passed(10%) Rt. end Span 2 under Roof ADJACENT span loading Live Defl.(in) 0.005 0.150 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.008 0.225 Passed(U999+) MID Span 3 under Roof ALTERNATE span loading -Deflection Criteria: STANDARD(LL: L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The load conditions considered in this design include alternate and adjacent member skip loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. BED 2 WDW TJ-Beam• y.55 Serial Number.700103477 2 Pcs of 1.75 x 9.5 2.0E Microllan'® LVL BAMUSA 1111 2120/02 11.16:16 AM Page 1 of 1 Build Code.146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 1 1 1111111. 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(plf) Roof(1.25) 780 293 0 to 3'6" Adds to Uniform(pff) Roof(1.25) 180 68 3'6"to 5'8" Adds to Point(Ibs.) Roof(1.25) 0 2984 3'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 2119/1919/4038 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 1228/2374/3602 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(Ib) 3683 3219 7897 Passed(41%) Rt.end Span 1 under Roof loading Moment(ft-lb) 5962 5962 16445 Passed(36%) MID Span 1 under Roof loading Live Defl.(in) 0.026 0.168 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.071 0.252 Passed(U856) 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 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 'g o4 BED 3 WDW TJ-Beam''''t6.55 SerialNumber:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL EEAMUSA 1111 2/20/02 11:20:00 AM Page 1 of 1 Build Code:146 ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 �L t [Ti/ "l2 4' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(0) Roof(1.25) 820 308 0 to 2'9" Adds to Uniform(pff) Roof(1.25) 180 68 2'9"to 4' Adds to Point(lbs.) Roof(1.25) 0 3349 2'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1637/1563/3200 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 1003/2814/3818 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) 3720 2701 5686 Passed(48%) Rt.end Span 1 under Dead load Moment(ft-lb) 3353 2571 11840 Passed(22%) MID Span 1 under Dead load Live Defl.(in) 0.008 0.112 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.024 0.169 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:L/240). -Bracing(Luj: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 m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-BeamTh'is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. GARAGE ''-y5.55 Seri N m" 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL TJ-Beam'' Serial Number.70010347 7 EEAM USA 1111 2/20/02 1.58.51 PM Page 1 cf 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 .111110111V 8'6" 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) Roof(1.25) 160 60 0 to 8'6" Adds to Point(lbs.) Roof(1.25) 0 3413 7'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 838/490/1328 1 9.5" Detail A3 1.25"LSL Rim 2 Vertical DF/L, SYP 5.25" Hanger 862/3638/4501 1 9.5" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s);A3, H1, HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top HWU3,56/9.5 No N/A No 0 -Nailing: Right(HWU3.56/9.5)-Face:4-16d,Top:4-16d, Member:6-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4377 978 7897 Passed(12%) Lt.end Span 1 under Roof loading Moment(ft-lb) 2700 2700 16445 Passed(16%) MID Span 1 under Roof loading Live Defl.(in) 0.038 0.194 Passed(U999+) MID Span 1 under Roof loading Total Defi.(in) 0.069 0.387 Passed(U999+) 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 C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM 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 4 �040 GARAGE TJ-Beam'" x5.55 Serial Number:700103477 2 PCS of 1.75" x 9.5" 2.0E Microllam® LVL BF.AMUSA 1111 220/02 1:58:51 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 C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microliam®is a registered trademark of This Joist. iVwyeki KIT WDW TJ-Beam^" 1(5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 2/20102 2:30:50 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED / X12 5'8" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 300 113 0 to 5'8" Adds to Uniform(plf) Roof(1.25) 180 188 3'2"to 3'8" Adds to Uniform(ptf) Roof(1.25) 670 371 3'8"to 5'8" Adds to Point(lbs.) Roof(1.25) 0 701 3'2" Adds to Point(Ibs.) Roof(1.25) 0 2963 3'8" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1187/1825/3013 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2170/3452/5621 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S I BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 5147 3373 6318 Passed(53%) Rt.end Span 1 under Floor loading Moment(ft-lb) 6524 5796 13156 Passed(44%) MID Span 1 under Floor loading Live Defl.(in) 0.021 0.168 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.074 0.252 Passed(U823) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. 4 SEAS PORCH TJ-BeamTM v5.55 Serial Number 700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BFAMUSA 1111 2/20/02 2:34:07 PM Page 1 o: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 Ta 4n 12'6" 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(125) 310 '16 0 to 12'6" Adds to (1) Point(lbs.) Roof(1.25) 0 1381 12'3" 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" 2188/251 /2439 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 2188/1632/3820 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) 2317 1959 7897 Passed(25%) Lt.end Span 1 under Roof loading Moment(ft-lb) 6878 6878 16445 Passed(42%) MID Span 1 under Roof loading Live Defl.(in) 0.334 0.396 Passed(U426) MID Span 1 under Roof loading Total Defl.(in) 0.373 0.594 Passed(U382) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L1360,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®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam7'is a trademark of Trus Joist. MicrollamiC is a registered trademark of Trus Joist. �-���� 4 SEAS PORCH TJ-Beam''' 'f.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 2/20/02 2:34.07 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''is a trademark of Trus Joist Micrella n is a registered trademark of Trus.Iris! • BRKFT PATIO DR TJ-BeamTM r5.55 SerialNumber:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 2120/02 2:37:25 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -,J ,F21 7' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 300 13 0 to 7' Adds to Uniform(plf) Roof(1.25) 670 371 0 to 6' Adds to Point(lbs.) Roof(1.25) 0 1381 6' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3510/1564/5074 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2890/2303/5193 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) 5075 3331 7897 Passed(42%) Lt.end Span 1 under Roof loading Moment(ft-lb) 7560 7560 16445 Passed(46%) MID Span 1 under Roof loading Live Defl.(in) 0.091 0.213 Passed(U839) MID Span 1 under Roof loading Total Defl.(in) 0.138 0.319 Passed(U556) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software wilt be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code 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. P.;crcllamis a registered trademark c`Trus Jam.,.. �-�-y'�� DEN/LIV TJ-BeamTM' 5 55 Seal Number 700103477 2 Pcs of 11.875" TJI®/ProTM-120TS JOIST @ 16.0" o/c BEAMUSA 1001 2/20/02 2:41:26 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=34' 20' a 14' Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR-RES.Application. Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 60 23 0 to 34' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 989/354/1344 1 11.9" Detail A3 1.25"LSL Rim 2 Column 3.50" 3.5" 2421 /919/3340 1 11.9" Detail B3 3 Column 5.25" 4" 734/189/923 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, 63. -CAUTION: Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 3.5". Intermediate supports, 3.5"with web stiffeners and 5.25"without web stiffeners. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1838 '1617 3124 Passed(52%) Rt.end Span 1 under Floor loading Reaction(lb) 3340 3340 4960 Passed(67%) Bearing 2 under Floor loading Moment(ft-lb) 5942 5942 7134 Passed(83%) Rt. end Span 1 under Floor loading Live Defl.(in) 0.479 0.491 Passed(U492) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.630 0.982 Passed(U374) MID Span 1 under Floor ALTERNATE span loading TJ-Pro Rating 45 Any Passed Span 1 -Allowable moment was increased for repetitive member usage. -Deflection Criteria:STANDARD(LL:0480,TL:L/240). -Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. Li-Prom' RATING SYSTEM The TJ-Pro(USA)Rating System value provides additional floor performance information and is based on a Glued&Nailed 23/32 OSB decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. 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. Pron',TJ-Pro'"and TJ-Beamm.are trademarks of Trus Joist. TJIM is a roninter'd trademark nr Trs Joint DEN/LlV TJ-Beam'' ,5.55 Serial Number:700103477 2 Pcs of 11.875 TJI®/Pro -120TS JOIST @ 16.0" o/c BEAMUSA 1001 2/20/02 2:41:26 PM Page 2 o'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. 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. ProTM,TJ-Pro"'and TJ-Beam''are trademarks of Trus Joist. TJI0.9 is a registare-1 trademark of Trus Joys+ DEN WOW fes` TJ-EeamTM v5.55 Serial Number:700103477 2 PCs Of 1,75" X 9,5" 2.0E Microllam® LVL BAAMUSA 1111 2/20/02 2:46:24 PM Page 1 01'2 Build Code.146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 8' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1'4" Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(0) Floor(1.00) 400 150 0 to 8' Adds to Uniform(plf) Roof(1.25) 780 413 0 to 1`6" Adds to Uniform(p11) Roof(1.25) 180 188 6'6"to 8' Adds to Point(lbs.) Roof(1.25) 0 4038 1'6" Adds to Point(lbs.) Roof(1.25) 0 3602 6 6" Adds to (1) Point(lbs.) Floor(1.00) 0 1344 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(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2926/5283/8208 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2141/6036/8177 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) 7638 5811 6318 Passed(92%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 9405 9055 13156 Passed(69%) MID Span 1 under Floor loading Live Defl.(in) 0.080 0.246 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.232 0.369 Passed(U381) 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. • 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. Microllar(a)ie a rag;stored trademark of Trio Joint DEN WDW TJ-BeamTM x5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL B5AMUSA 1111 2/20/02 2:46.24 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 O 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. hlicrollamS is s registered trademark of Trus Joist. WALKWAY WeeVOW TJ 2camTM t5 55 Serial Number:700103477 2 Pcs of 1.75" x 11,875" 2,0E Microllam® LVL BEAMUSA 1111 2/20/02 2:52:22 PM Page 1 of 2 Build Code:146 - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED O 96' 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 Unitorm(plf) Floor(1.00) 97 '36 0 to 13' Adds to Tapered(pff) Floor(1.00) 97 to 150 36 to 56 '13'to 16' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Microllam®LVL 3.50" Hanger 1100/501 /1601 1 11.9" Detail H1 2 Microllam®LVL 3.50" Hanger 1172/528/1700 1 11.9" Detail H1 -See TJ SPECIFIER'S I BUILDER'S GUIDES for detail(s): H1: HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top MIT411.88 No N/A No 0 Right Top MIT411.88 No N/A No 0 -Naling:Left(MIT411.88)-Face:2-N10,Top:4-N10, Member.2-N10 -Nailing: Right(MIT411.88)-Face:2-N10,Top:4-N10, Member:2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1622 1371 7897 Passed(17%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 5967 5967 19942 Passed(30%) MID Span 1 under Floor loading Live Defl.(in) 0.191 0.385 Passed(U968) MID Span 1 under Floor loading Total Defl.(in) 0.278 0.771 Passed(U665) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: 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-BeamTM are trademarks of Trus Joist :Imp-son Strong-Tie CcnnectcrsZ uysterd taciemark csmsoCompany,Inc. .ic�ctarrC is a re � �-d t-�— 'ana:.k, roc WALKWAY TJ-Beam ,5.55 Serial Number:7001034T7 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL dEpodiusA 1111 2/20/02 2:52:22 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 C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Simpson Strong-Tie Ccnncctors5 is a registerca'trademark of Simpson Strong-Tie Company,Inc MicrollamS is aIs regist red trademark of Trus Joist STAIRS TJ-BeamTM v5.55`Seenal Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 2120/02 2:53:34 PM Page le 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0' 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) 97 36 0 to 6' Adds to Tapered(plf) Floor(1.00) 97 to 150 36 to 56 6'to 9' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 625/284/909 1 11.9" Detail A3 1.25"LSL Rim 2 Microllam®LVL 3.50" Hanger 688/308/995 1 11.9" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top ITT411.88 No N/A No 0 -Nailing: Right(ITT411.88)-Face:2-N10,Top:4-N10, Member:2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 917 666 7897 Passed(8%) Rt end Span 1 under Floor loading Moment(ft-lb) 1798 1798 19942 Passed(9%) MID Span 1 under Floor loading Live Defl.(in) 0.020 0.210 Passed(L/999+) MID Span 1 under Floor loading Total Defl.(in) 0.028 0.420 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: 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 a 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam''are trademarks of Trus Joist. Simpson Strong.Tie Connectors?r is a reg;stered trademark of Simpson Strong-Tie Company,Ire. Microllam®is a regintsred trademark of Trus Joist Ti.4047STAIRS TJ-BeamTM y5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL E EAMUSA 1111 2/20/02 2:53:34 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 a 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist. Simpson Strong-Tie Connectois®is a,,gistered trademark or Sirrpsorr Strong-Tie Company,Inc. MicroIlam®is a registered trademark a`Trac Joist. BRKFT/GRT RM TJ-Beam' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 1t875" 1.8E Microllam® LVL B&AMUSA 1111 2120/02 2:58.29 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED [7f14 2: 15'2" 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) 54 24 0 to 15'2" Adds to Point(Ibs.) Floor(1.00) 0 1601 10'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 714/864/1578 1 11.9" Detail A3 1.25"LSL Rim 2 Microllam®LVL 3.50" Hanger 712/1502/2214 1 11.9" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top MIT411.88 No N/A No 0 -Nailing: Right(MIT411.88)-Face:2-10d,Top:4-10d, Member:2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2172 2029 7897 Passed(26%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 8120 8120 17848 Passed(45%) MID Span 1 under Floor loading Live Defl.(in) 0.116 0.364 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.351 0.728 Passed(U498) 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. • • 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-ProT"and TJ-Beam n'are trademarks of Trus Joist. Simpson Strong-Tic ConnectorsC is a registered trademark of Simpson Strorg-Tie Company,Inc. MicrollamC is a registered trademark of True Joist 4".••• 1 .; 12 BRKFTIGRT RM TJ-Beam^' Y5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 1.8E Microllam® LVL BEA USA 1111 220/02 2:58:29 PM Page 2 of 2 Build Code:146 - THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-BeamT"are trademarks of Trus Joist. Simpson Stung-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc Microllam®is a registered trademark of This Joist F/PLACE TJ-BeanTM r5.554A1114 +Serial Number:700103477 2 Pcs of 1.75" x 11.875" 1.8E Microllam® LVL B AMUSA 1111 2/20/02 3:02:58 PM Page 1 a 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=23'2" 1 4- 14' 14'6" a 8'8" 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 Point(lbs.) Floor(1.00) 0 1700 14'2" Adds to Point(lbs.) Floor(1.00) 0 995 18'10" Adds to Point(lbs.) Floor(1.00) 0 1169 19'10" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 252/93/344 1 11.9" Detail A3 1.25"LSL Rim 2 Column 3.50" 3.5" 598/3267/3864 1 11.9" Detail B3 3 Column 3.50" 2.25" 161 /1118/1279 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1535 1460 7897 Passed(18%) Lt.end Span 2 under Floor loading Moment(ft-lb) 3682 3394 16063 Passed(21%) MID Span 2 under Dead load Live Defl.(in) 0.028 0.355 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.053 0.425 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. 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. Micro!Fnmq)is n rMtistsrs treAsmert^,Trus J'- DESK/STAIRS TJ Bo^m'' 05 55 serial number:700103477 2 PGS of 1.75" X 11,875" 1.8E Microllam® LVL EEAMUSA 1111 2/20/02 3:38:54 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7'4" 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) 640 240 0 to 3'2" Adds to Uniform(plf) Floor(1.00) 300 13 3'2"to 4'7" Adds to Uniform(plf) Floor(1.00) 93 35 4'7"to 7'4" Adds to Point(lbs.) Floor(1.00) 0 2214 4'10" Adds to • SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2025/1457/3483 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 976/1825/2801 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3187 2523 7897 Passed(32%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 5551 5551 17848 Passed(31%) MID Span 1 under Floor loading Live Defl.(in) 0.029 0.168 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.068 0.335 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 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. MicroT arr'i<a registered trademark of Tr..2o ', • 4 SEAS FOUND TJ-Beam'' .r5 55s SerialNumber700103477 2 Pcs of 1.75" x 9.5" 2.0E Microilam® L IL BEAMUSA 1111 2/20/02 3.58 28 PM Page 1 a 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 12'6" • Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 250 94 0 to'12'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.50" 4.25" 1812/739/2551 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.50" 4.25" 1812/739/2551 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S 1 BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: • MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2415 2041 6318 Passed(32%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 7145 7145 13156 Passed(54%) MID Span 1 under Floor loading Live Defl.(in) 0.273 0.296 Passed(U519) MID Span 1 under Floor loading Total Defl.(in) 0.385 0.592 Passed(L/369) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ 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 C 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-BeamT"are trademarks of Trus Joist. Microllamm is a registered trademark cf Trus Jar -f':W(� REC RM PATIO DR ,x- l Number, umDrof 7 75" v O 5" 7 n G 1 TJ-oCarri � c6.55 SefiaiiJurniiri:7wiv.riT7 r Pcs rt.rr v v.v r.vry MICI'0��am0 LVL. BEA%IUSA 1111 2/21/02 8:40:45 AM Page 1 of 1 Build Code:146 THIS PRODUCT T MEETS OR EXCttuTHE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 I I I I 7' LOADS: Product Diagram l, is Conceptual Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 420 158 0 to 3'3" Adds to Tapered(pif) Floor(1.00) 420 to 440 158 to 165 3'3"to 4'9" Adds to Uniform(ptf) Floor(1.00) 440 165 4'9"to 7' Adds to Point(lbs.) Roof(1.25) 0 2037 3'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1622/1660/3282 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1658/1673/3331 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) 3122 2509 6318 Passed(40%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 6559 6559 13156 Passed(50%) MID Span 1 under Floor loading Live Defl.(in) 0.043 0.213 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.109 0.319 Passed(L/701) 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 toads, 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-Bearnm.are trademarks of Trus Joist. Microllarr is a registered trademark of Trus,Inist in vir,..... f` (? * RECRMWDW TJ-Beam"' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 2/21/02 8:44:14 AM Page 1 ar 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I --) 5'8" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 400 150 0 to 5'8" Adds to Uniform(plf) Floor(1.00) 400 270 0 to 2'6" Adds to Uniform(pff) Floor(1.00) 780 412 0 to 2'6" Adds to Point(lbs.) Floor(1.00) 0 8208 2'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3637/6528/10165 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1807/4385/6192 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 9390 6628 7897 Passed(84%) Lt.end Span 1 under Floor loading Moment(ft-Ib) 14611 14611 19942 Passed(73%) MID Span 1 under Floor loading Live Defl.(in) 0.022 0.168 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.096 0.252 Passed(U631) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U360,TL:Lf240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. . -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro'"and TJ-Beam'"are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist �-. REC RM POINT era S.:.iv.ro TJ-BeamT" s555 Serial Number 700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 2f21/02 9 15.44 AM Page 1 0'1 Build Code.146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 '12; 20' 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(Ibs.) Floor(1.00) 0 3864 14'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) . WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 403/1430/1833 1 11.9" Detail A3 1.25"LSL Rim 2 Beam 3.50" 2.25" 397/3079/3476 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) 3464 3383 11845 Passed(29%) Rt.end Span 1 under Floor loading Moment(ft-lb) 18213 16657 26922 Passed(62%) MID Span 1 under Dead load Live Defl.(in) 0.093 0.488 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.734 0.976 Passed(U319) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480, TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 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. Minrnllam®is a registered trademark of Trim Joist EXERCISE POINT TJ-Beam^' 6555 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E MicroIlam® LVL BEAMUSA 1111 221/02 9:17.14 AM Page 1 of 1 Budd Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4- 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 Point(lbs.) Floor(1.00) 0 1279 3' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Beam 3.50" 2.25" 277/1178/1455 1 9.5" Detail A3 1.25"LSL Rim 2 2x6 Plate 5.50" 4.25" 283/440/723 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) 1444 1385 6317 Passed(22%) Lt.end Span 1 under Floor loading Moment(ft-lb) 3833 3833 13156 Passed(29%) MID Span 1 under Floor loading Live Defl.(in) 0.063 0.338 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.243 0.675 Passed(U666) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user, This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for 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. Micrnllam®in a registered trademark of Trus Jn«' li , 7: BS MT STAIRS TJ-PeamT" X555 Seal Number 700103477 3 Pcs of 1.75" x 11.875" 2.0E Microliam® LVL B:A3AUSA 1111 2/21/02 9:28:00 AM Page 1 a 1 Build Code'146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 1 1 10'4" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Floor(1.00) 440 to 480 165 to 180 0 to 2'6" Adds to Uniform(plf) Floor(1.00) 720 270 2'6"to 7' Adds to Uniform(plf) Floor(1.00) 680 255 7'to 10'4" Adds to Point(Ibs.) Floor(1.00) 0 220 2'6" Adds to Point(Ibs.) Floor(1.00) 0 4645 7' Adds to Point(Ibs.) Floor(1.00) 0 1169 9'5" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 3320/3022/6342 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 3750/5841 /9591 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) 9276 6984 11845 Passed(59%) Rt.end Span 1 under Floor loading Moment(ft-lb) 20684 20684 29913 Passed(69%) MID Span 1 under Floor loading Live Defl.(in) 0.114 0.324 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.268 0.485 Passed(U435) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business TJ-ProTM and TJ-Beam'"are trademarks of Trus Joist. Mirrollam®is a registered trademark of Thin Jci�' / 030 Luatlov2 View / posies ?err, Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE:202137 COUNTY: Hennepin STATE: Minnesota ZONE:2 CONSTRUCTION TYPE: Single Family DATE: 04/11/02 DATE OF PLANS:4/11/02 PROJECT INFORMATION: WILLOW VIEW MODEL 3 L02,B03 -WILLOW VIEW ORONO, MN COMPANY INFORMATION: LEGRAN HOMES CORP. COMPLIANCE:Passes Maximum UA=700 Your Home=504 28.0%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 1818 44.0 0.0 40 Wall 1: Wood Frame, 16"o.c. 4374 19.0 0.0 223 Window 1: Above Grade,Vinyl Frame,Double Pane with Low-E 449 0.320 144 Door 1: Solid 50 0.140 7 Door 2: Glass 90 0.320 29 Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.5'bg/8.0' insul 800 11.0 0.0 46 Basement Wall 3: Solid Concrete or Masonry, 8.0'ht/4.0'bg/8.0' insul 192 11.0 0.0 15 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