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HomeMy WebLinkAbout2003 - P06144 - new structure CITY OF ORONO PERMIT 2750 Kelley Parkway - PO Box 66 Permit Number: P06144 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 4/11/2003 SITE ADDRESS: 845 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-44-0004 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Permit Class: Building Census Code 101 Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection irrigation Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 3,093.75 Valuation: $ 475,000.00 Plan Review Fee: $ 2,029.23 State Surcharge Fee: $ 240.50 SAC Fee: $ 1,275.00 TOTAL FEE: $ 6,638.48 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. %),.L 1)90,::-(W .cry APP ANT PE' • T SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Si&nitures Required). 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 Jun-25-2001 01:52om From-CITY OF ORONO +9522494616 T-296 P.001/002 F-611 Total Pee: $ �' Date Received: Entered By: 22 L) Permit#: /; O , (/ V/`-'/CITX OF ORO - BIT[AnNG PERMIT APPLICATION ON P);;-::/7 - All information must be submitted in full before plan review will be starte /' r� (please print all information) f j/ j1/ i . Ili /14A* ' TEE APPLICANT IS: (circle one) OWNER OR CONTRACTOR /91) / �' `�/%' 11i/,,L4/�,_, JOB SITE ADDRESS: tliS k'��c)tAD l.�t.4.. ) ZIP: � i NAME OF OWNER: LeLutavtS ✓�? PHONE: (home) -79a 5?SC (work) -76 v--7g 0-5-r$4. MAILING ADDRESS: 1at ctqt" L.iJ. t*,. CI'T'Y: �1ztu ZR': 5sgLi� CONTRACTOR: ' ar, Rvrvi.z •-e PHONE: Z(03-7 a0-6 7 Sc. CONTACT PERSON: 1Jl d -Q. 1C�eb't'� _MOBTLE/PAGER: 417‘2-sci -eAS MAILING ADDRESS: 1,5D t °rq'E'^ L - t‘p6, CITY:aI 4vL Q ZIP:SV-Vi STATE LICENSE: #_1357 ARCHITECT/ENGINEER: RAT\ vvel £ 4e.�tcrul PHONE: 77o $0o4 MAILNG ADDRESS:91 ez jI1Prtore lie- CITY: 1:31.atk.e. _ZEP:$ ,f9 NAME: REGISTRATION# TYPE OF WORK: New X Addition Accessory Structure, Move • Remodel/Alteration Land Alteration ra PROPOSED WORK(describe in detail): STORIES: 1- SQ.FEET OF EACH FLOOR: NO. OF BEDROOMS: 1 GARAGE STALLS: ATT. X • DET..:- 4.. .-_: ESTNi 1AT'ED CONSTRUCTION VALUATION (excluding land): $ „rY� 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 ac ance with the proved plan. APPLICANT'S SIGNATURE: )"-- DATE: NOTE! garad'e ofHoomes 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: Y3y 5 WI ((ow V c cw PID: DESCRIPTION OF WORK: N ZONING REVIEW BY: DATE APPROVED: ti- 0 -0 3 BUILDING REVIEW BY: L DATE APPROVED: Y- -0 3 _- FEES TO BE CHARGED: Misc. Fees Calculated By: PERlMIT 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. 59.b-7-7 Acres I.3/ Width Depth Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front(Lake): I 07 Right Side: %' Rear(Street): t t 0 Left Side: 4-1' Adjacent Structures: — Wetland: Z°II +0wetlArw Building Height: Def. Hgt. 3a I Peak Hgt. 3cf.5 Lot Coverage: 570 Grading: Staff Approval Date: L-( -Si•0 3 By: t/U' Council Approval Date: — Septic: Staff Approval Date: — By: Zoning File: # -- Resolution: # — Resolution Date: Shoreland District: N6 Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 7 • BUILDING REVIEW CHECK LIST UBC: R-3 CONSTRUCTION TYPE: \/1-N1 Sq Footage $Per Sq Ftg Basement x = 1st Floor x 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ 44•7 S, n oc) °=' Inspections Required: Work Requiring Separate Permits: Site X Plumbing Fire Hardcover Removal pt Mechanical _4(__Water Connection X Footing " Septic PC Sewer Connection 7c Framing , Fireplace r)c Insulation p DC Lawn Irrigation (M x Wall Boar (Masonry) Other y (Mfg.) Well (State Permit) °` Final Grading/Filling Electrical (State Permit) Other REMARKS(IN HOUSE): • REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 8 Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE: 202392 COUNTY:Hennepin STATE:Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 03/03/03 DATE OF PLANS: 2/27/03 PROJECT INFORMATION: KASNER RESIDENCE L03,B01 -WILLOW VIEW 845 WILLOW VIEW DRIVE ORONO,MN COMPANY INFORMATION: LEGRAN HOMES CORP. COMPLIANCE:Passes Maximum UA=753 Your Home=605 19.7%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 1738 44.0 0.0 38 Wall 1: Wood Frame, 16"o.c. 4745 19.0 0.0 228 Window 1: Above Grade, Vinyl Frame,Double Pane with Low-E 777 0.320 249 Door 1: Solid 54 0.140 8 Door 2: Glass 48 0.320 15 Basement Wall 1: Solid Concrete or Masonry,9.0'ht/8.5'bg/9.0'insul 1224 11.0 0.0 67 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>5.6 112 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 199 ' nesota Energy Code requirements in MECcheck Version 3.2 Release 1. Builder/Designer Date Z/83 202392 SCREEN PORCH FOUND T�aeam(ttM}ine.�ser;a( •ms''`Sb'it ,�1 (IRON' CO. S 1/4k x 11 1/4% 2.0E Parallame,PSL, CCA-SL 2(19% < MC < 28%) 700200 User.2 12/2370211:01:34 AM Page 1 [engine Version;1,6:12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED IT 6- Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psi'):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Floor(1.00) 270.0 To 380.0 101.0 To 143.0 0 To 4'6" Adds To Uniform(plf) Floor(1.00) 420.0 158.0 4'6"To 12'6" Adds To Tapered(plf) Floor(1.00) 420.0 To 380.0 158.0 To 143.0 12'6"To 14'6" Adds To SUPPORTS: input Bearing Vertical Reactions(lbs} Detail Other Width Length LtveiDeadltipllttITotal 1 Wood column 5.50" 5.50" 2953/1243/0/4196 15 None 2 Wood column 5.50" 5.50" 3250/1356/014606 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):15 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -4405 -3746 6965 Passed(54%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 15133 15133 19408 Passed(78%) MID Span 1 under Floor loading Live Load Deft(in) 0.367 0.461. Passed(L/453) MID Span 1 under Floor loading Total Load Deft(in) 0.656 0.692 Passed(L253) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:L1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/e 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 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 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright a7 2002 by Pius Joist, a Weyerhaeuser business ParalleeS is a registered-trademark of Trus Joist. 202392 REC RM WDW `'`: lime Business 2 Pcs of 1 3!4" x 11 718" 2.0E Parattam® PSL TJ-Beam(M)6.05 Serial Number.7002001601 User:2 1223/0210:50:12 AM Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED El13' i Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Floor(1.00) 400.0 150.0 0 T 13'2" Adds To (1) Point(lbs) Floor(1.00) 0 7820 3" - (1) Point(lbs) Floor(1.00) 0 13154 12'9" - -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) 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 Vertical Reactions(lbs) Detail Other Width Length LivelDeadlUpliftlTotal 1 Wood column 5.25" 5.25" 2865/897910/11843 Lt:Blocking Custom Blocking 2 Wood column 7.00" 7.00" 2929/14339/0/17267 L1:Blocking Custom Blocking -See TJ SPECIFIERS/BUILDERS GUIDE for detail(5):L1:Blocking DESIGN CONTROLS: Maximum Design Contr Control Location Shear(be) 3830 -3141 8035 Passed(39%) Rt.end Span t under Floor loading Moment(Ft-Lbs} 11870 11870 19902 Pa d_(60%) MID Span 1 under Floor loading Live Load Deft(in) 0263 0.413 Passed(U566) MID Spent under Floor.loading Total Load Deft(in) 0.369 0.620 Passed(L/403) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:1J360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISLCOM Copyright ts'+ 2002 by Trus Joist, a Weyerhaeuser Busines.g Parallame is a registered trademark of Trus Joist. 202392 REC RM WDW W`' m "e`er. 2 Pcs'of 1 3/4 x 11 7/8 2,0E Parallam® PSL TJ-Beam(14)6,05 Serial Number:7002001601 Page UAM ser i '1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0.2002 by Trus Joist, a Weyerhaeuser Business Paralla® is a registered trademark of Trus Joist. A., v4/„,,. , 202392 REC RM DR TJ-Beam(TM)6_�s `al N,„„ 7002001601 , 2 Pcs of 1 314” x 9 1/2" 2.0E Parallam® PSL Page 1 12/23/02 10:48:03 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4- OFillit 4' ' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V 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(ptf) Floor(1.00) 400.0 150.0 0 To 4' Adds To Uniform(pif) Floor(1.00) 400.0 285.0 0 To 4' Adds To Uniform(plf) Roof(1.25) 180.0 188.0 0 To 1'9" Adds To Point(lbs) Floor(1.00) 0 9273 1'9" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/tUpIlttlTotal 1 Wood column 5.25" 5.25" 1940/6516/0/8456 L5 None 2 Wood column 5.25" 5.25" 1735/4928/0/6663 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 7934 6366 6428 Passed(99%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 9682 9575 13057 Passed(73%) MID Span 1 under Floor loading Live Load Deft(in) 0.010 0.112 Passed(L1999+) MID Span 1 under Roof loading Total Load Defl(in) 0.062 0.169 Passed(Ll653) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright O 2002 by Trus Joist, a Weyerhaeuser Business Parallels® is a registered trademark of Trus Joist. ., k, 1--~ieht. 202392 WET BAR WDW TJ-$sant M)6.es sena'Ili�o 18O; 2 Pcs of 1 3/4" x 91/2 2.0E Parailame PSL User.2 12/23/0210:44:41 AM Page 1 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 OFIJEl Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 130.0 49.0 0 To 1'9" Adds To Uniform(plf) Floor(1.00) 150.0 56.0 1'9"To 3'4" Adds To Point(lbs) Floor(1.00) 0 4296 1'9" - SUPPORTS: input Bearing Vertical Reactions(lbs) Detail Other Width Length Uve!DeadIUplifNTotal 1 Wood column 5.25" 5.25" 289/2142/0/2431 1.5 None 2 Wood column 5.25" 5.25" 309/2413/0 1 2722 L5 None -See TJ SPECIFIER'S 1 BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -2637 -2313 5786 Passed(40%) Rt.end Span 1 under Dead loading Moment(Ft-Lbs) 3133 2969 11751 Passed(25%) MID Spent under Dead loading Live Load Deft(in) 0.001 0.090 Passu(L1999+) rota Span 1 under Floor loading Total Load Deft(in) 0.017 0.135 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S f BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 9 2002 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. '41" Lam/ 202392 BSMT STAIRS "`,;,� ;, 3 Pcs of 1 314" x 11 7/8" 2.0E Parallam® PSL TJ-Beem(TM)8.05 Setiat P{u PagelUses:2 Engin02To39A8AM THIS PRODUCT MEETS-OR EXCEEDS THE SET DESIGN Pagel Engine Version:1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED 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(ptf) Floor(1.00) 64.0 24.0 0 To 15 Adds To Point(lbs) Floor(1.00) 0 289 ti 3" - Point(lbs) Floor(1.00) 0 4414 6'3" - Point(lbs) Floor(1.00) 0 721 7'6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Microllam LVL beam 3.50" 3.50" 772/3524/0/4296 Al:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL 2 Wood column 5.25" 5.25" 788/2777/0/3565 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 4269 4088 12053 Passed(34%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 22965 22965 29854 Passed_(77%) MID_Span 1 under Floor loading Live Load Deft(in) 0.076 0.363 Passed(L/999+) MID Span t under Floor loading Total Load Del(in) 0.546 0.726 Passed.(L/319) 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"olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business ParallanS and MicrollamS are registered trademarks of Trus Joist. T202392 BSMT A"�'�!amerB 3 Pcs of 1 3/4" x 18" 2.0E Para!tarn® PSL TJ-Beam(TM)6.05 Serial Number.7002001601 User 2 02 10:34:13 Pagel Engine Version:1.512 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Version: CONTROLS FOR THE APPLICATION AND LOADS LISTED F44 41 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Floor(1.00) 760.0 To 700.0 285.0 To 263.0 0 To 1'6" Adds To Uniform(plf) Floor(1.00) 700.0 263.0 1'6"To 9'6" Adds To Tapered(plf) Floor(1.00) 700.0 To 760.0 263.0 To 285.0 9'6"To 11' Adds To Uniform(plf) Floor(1.00) 760.0 285.0 11'To 16'6" Adds To Point(lbs) Floor(1.00) 0 3278 1'3" - Point(lbs) Floor(1.00) 0 7936 1'9" - (1) Point(lbs) Floor(1.00) 0 8212 16'3" - -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):2 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) 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 Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Wood column 5.25" 5.25" 6216/12880/0/19096 L5 None 2 Wood column 5.25" 5.25" 6414/11774!0I18188 L1:Blocking Custom Blocking -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 18746 -7788 18270 Passed(43%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 41296 41296 65497 Passed_(63.%) MID Span 1 under Floor loading Live Load Deft(in) 0.241 0.529 Passed(1.1789) MIQ Span 1 under Floor loading Total Load Dell(in) 0.427 0.794 Passed(1/446) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL: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. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. 47j 202392 BSMT TJ aeam(rM)B.os Serial Numbe 70, 3 Pcs of 1 3/4" x 18" 2.0E Parallam® PSL User 2 12J23/02 Engin Page 2 Engine Version:1.5.72 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 Budding Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDERS GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. 202392 MECH TJ-Beam(TM}6.D5 Sena) oa , 3 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL P ; 10:27:37 AM e 1.5.12THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED T Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Floor(1.00) 610.0 To 560.0 229.0 To 210.0 0 To 2 6" Adds To Uniform(plf) Floor(1.00) 520.0 195.0 2'6"To 7'4" Adds To Uniform(plf) Floor(1.00) 580.0 353.0 1'6"To 2'3" Adds To Uniform(plf) Floor(1.00) 520.0 330.0 5'To 5'6" Adds To Uniform(ptf) Floor(1.00) 320.0 255.0 5'6"To 7'4" Adds To Point(lbs) Floor(1.00) 0 1065 1'6" - Point(lbs) Floor(1.00) 0 1191 2'3" - Point(lbs) Floor(1.00) 0 1191 5' - Point(lbs) Floor(1.00) 0 1171 5'6" - (1) Point(lbs) Floor(1.00) 0 11802 7'1" - -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):2 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) 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 Vertical Reactions(lbs) Detail Other Width Length LivelDead/UptiRITotal 1 Wood column 5.25" 5.25" 2711 13596/0/6307 L5 None 2 Pocket in masonry wall 3.50" 4.64" 2840/15437/0/18277 L4 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L4 -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 9 2002 by Trus Joist, a Weyerhaeuser Business 2ara11am0 is a registered trademark of True Joist. 1 202392 MECH 11/-Beam(7M)8.��e„a', 3 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL ps 2Page t User 2 veep-iTHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -6248 5210 9643 Passed(54%) Lt.end Spent-under Floor loading Moment(Ft-Lbs) 10132 10132 19585 Passed(52%) MID Span 1 under Floor loading Live Load Deli(in) 0.058 0228 Passed(LJ999.f) MID Span 1 under-Floor loading Total Load Deft(in) 0.143 0.343 Passed(L1576) MD Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L1360,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. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 2002 by Trus Joist, a Weyerhaeuser Business Parallamm® is a registered trademark of Trus Joist. ~ 202392 GUEST RM DR Atilinrabaeuser TJ.Beam(TM)6.05Sena( l 2 Pcs of 1 3/4" x 9 112" 2.0E Paralfaml® PSL Uses 2 Engin Version:06 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 000 AEI r Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 760.0 285.0 0 To 4'8" Adds To Uniform(plf) Floor(1.00) 760.0 420.0 2'10"To 4'8" Adds To Point(lbs) Floor(1.00) 0 2090 2'10" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live!DeadlU pliftlTotal 1 Wood column 5.25" 5.25" 2084/1631/0/3715 15 None 2 Wood column 5.25" 5.25" 3043/2678/0/5720 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -5004 -2905 6428 Passed(45%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 4962 4962 13057 Passed(38%) MID Span 1 under Floor loading Live Load Defi(in) 0.020 0.135 Passed(L/999+) MID Span 1 under Floor loading Total Load Defi(in) 0.043 0.202 Passed(L./999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:Lt360,TL:L1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VI SI.COM Copyright © 2002 by Trus Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist. k,„„a. j 202392 WET BAR/REC RM RIM TJ-Beam(TM)6.05 Serial Num �160; 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL user:2 Engine tsion:1AM 1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.S.i2 CONTROLS FOR THE APPLICATION AND LOADS LISTED EID 7'9" 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(pti) Floor(1.00) 64.0 24.0 0 To 7'9" Adds To Uniform(ptf) Floor(1.00) 64.0 259.0 0 To 7'9" Adds To Uniform(plf) Roof(1.25) 180.0 188.0 0 To 7'9" Adds To Uniform(plf) Roof(1.25) 130.0 184.0 0 To 7'9" Adds To SUPPORTS: Input Bearing Vertical Reactions pbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1852/2636/0/4489 L5 None 2 Wood column 5.25" 5.25" 1852/2636/0/4489 L5 None -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 4127 -3065 8035 Passed(38%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 7351 7351 16321 Passed.(45%) MID Span 1 urxhar Roofioading Live Load Deft(in) 0.066 0.178 Passed(L/999*) MIDSpan1 under Roof-loading Total Load Defl(in) 0.160 0.356 _ Passesi.(Lt535) MIQSpan 1 under Roof loading -Deflection Criteria:STANDARD(LL:U480,TL:L240): -Bracing(Lu):AU 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, inputdesign loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST - BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN VISLCOM copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. 202392 FOYER DR T,seam(rM)B.OS c�erja,Number 7oc 2 Pcs of 1 3/4" x 11 7/8" 2.0E ParaHam®PSL User 2 12123102 9:44:44 AM Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR-THE APPLICATION AND LOADS LISTED 7* Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Liming Areas(pct):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 310.0 116.0 0 To 7' Adds To Uniform(plf) Roof(1.25) 280.0 225.0 0 To 1'3" Adds To Uniform(plf) Roof(1.25) 760.0 405.0 5'6"To 7' Adds To Uniform(ptf) Roof(1.25) 60.0 23.0 0 To 7' Adds To Point(lbs) Roof(1.25) 0 9398 1'3" - Point(lbs) Floor(1.00) 0 3557 5'6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDeadlUpIRITotal 1 Wood column 5.25" 5.25" 1850/9573/0/11423 L5 None 2 Wood column 525" 5.25" 2510/5439/0/7949 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 11085 -5348 8035 Passed(67%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10309 9797 19902 - Passed(43%) MID Span 1 under Floor loading Live Load Defl(in) 0.025 0.213 Passed(L/999+) MID Span 1 under RooLbading Total Load Defl(in) 0.111 0.319.. Passed(L1689) 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: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright e 2002 by Trus Joist, a Weyerhaeuser Business Para11am5 is a registered trademark of Trus Joist. 202392 FOYER DR Viver 0 01601 2 Pcs of 1 3/4" x 11 718" 2.0E Parallam® PSL 7J-Beam(1141)6.05 Serial Number.770022001601 User.2 1223102 9:44:46 AM Page 2 Engine Version_1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND-LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:765-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright B 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. 4r202392 FRONT PORCH r"` se`X" " 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallarr>® PSL TJ-Beam(TM)8.05 Serial Number.7002001801 Page 1 E2`ne V 15N12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:5112 Roof Slope912 4 12, All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Roof(1.25) 260.0 98.0 0 To 12' Adds To (1) Point(lbs) Roof(1.25) 0 2145 3" - -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) 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 Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1 800/2885/0 1 4685 L5 None 2 Wood column 5.25" 5.25" 1800/740/0/2540 L5 None -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2408 -2020 8035 Passed(25%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 6848 6848 16321 Passed(42%) MID Span 1 under Roof loading Live Load Defi(In) 0.243 0.379 Passed(L/562) MID Span 1 under Roof loading Total Load Deft(in) 0.343 0.562 Passed(1.1388) MED Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN VISI.COM Copyright ® 20U2 by Trus Joist, a Weyerhaeuser Business Parailam® is a registered trademark of Trus Joist. k,,n1-444,010- 202392 FRONT PORCH L�eeam(rM)a.os sena,tey ha rBusin 1` 2 Pcs of 1 3/4" x 9112" 2.0E Parallam® PSL User Page 2 E � 5.2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND-LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone 763.780-8004 Fax :763-780-8015 DFPPLAN N I NGDESIGN@VIS I.C OM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Parailam® is a registered trademark of Trus Joist. *.ner.o.r: 202392 REAR ENTRY DR ;' 601 2 Pcs of 1 3/4" x 91/2 2.0E Parallam® PSL TJ-Beam(TM)6.05 Serial Num Page Eng 12123/02 9:35:00 5.12 THIS PRODUCT MEETS-OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 � 1 ®0+ �0 3'i..— Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 240.0 90.0 0 To 3'8" Adds To Uniform(ptf) Roof(1.25) 160.0 60.0 0 To 3'8" Adds To Uniform(plf) Roof(1.25) 620.0 353.0 0 To 1'6" Adds To Point(lbs) Roof(1.25) 0 3517 1'6" - SUPPORTS: input Bearing Vertical Reactions(lbs) Detail Other Width Length UvelDead/UpliftITotai 1 Wood column 5.25" 5.25" 1593/2913/0/4506 L5 None 2 Wood column 5.25" 5.25" 950/1776 L012727 L5. None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 4010 2264 5786 Passed(39%) LI.end Spani underieadloading Moment(Ft-Lbs) tR47 2891 11751 . Pnsd(25%) MD Span 1.under Dead loading Live Load Deft(in) 0.005 0.101 Passed(L/999+) MID Span 1 under Roafaoading Total Load Deft(in) 0.020 0.152__ Passed(L/999:+) MID Span-1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). - -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The product a stated dimensions have been bythe software user. ThisAssociate. input design loads,and provided output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. 1 'Inxi '202397 LAUN WDW TJ-Beam(TM)6.05 Serial berT7O�r7002001601 2 Pcs of 1 314 x 91/2 2.0E. Parallam® PSL User 2 12123/02 9:31:52 AM Page 1 Ergine Version:1_6.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR-THE APPLICATION AND-LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 240.0 90.0 0 To 3' Adds To Uniform(plf) Roof(1.25) 160.0 60.0 0 To 3' Adds To Uniforrn(plf) Roof(1.25) 620.0 353.0 7 3"To 3' Adds To Point(lbs) Roof(1.25) 0 3269 7 3" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 685 t 879/0/1564 L5 None 2 Wood column 525" 5.25" 1100/3180/a/4280 L5 None -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -3784 740 6428 Passed(12%) LLend Span 1 under Floor loading Moment(Ft-Lbs) 1504 1269 11751 Passes 11%) MID Span 1 under Dead.loading Live Load Deft(in) 0.002 0.079 Passed(Lt999+) MID Span t under Roof loading Total Load Defl(in) 0.006 0.119 Passed(L1999+) _MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LLL/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"o/e unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S t BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANN INGDESIGN@VISI.COM Copyright 0. 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver 5.05 By: Jeff Johnson, DFP PLANNING&DESIGN on: 12-23-2002: 09:25:33 AM Project: 202492-Location: GAR DR Summary: A36 W12x40 x 17.0 FT Section Adequate By: 1.1% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.25 IN Live Load: LLD-Center= 026 IN=L/794 Total Load: TLD-Center= 0.50 IN=L/406 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 10455 LB Dead Load: DL-Rxn-A= 11494 LB Total Load: TL-Rxn-A= 21949 LB Bearing Length Required(Beam only. Support capacity not checked): BL-A= 1.25 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 10455 LB Dead Load: DL-Rxn-B= 8825 LB Total Load: TL-Rxn-B= 1928Q LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.25 IN Beam Data: Center Span Length: L2= 17.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 17.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 17.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 510 PLF Dead Load: wD-2= 191 PLF Beam Self Weight: BSW= 40 PLF Total Load: wT-2= 741 PLF Point Load 1 Live Load: PL1-2= 0 LB Dead Load: PD1-2= 2747 LB Location(From left end of span): X1-2= 1.25 FT Point Load 2 Live Load: PL2-2= 0 LB Dead Load: PD2-2= 2689 LB Location(From left end of span): X2-2= 2.75 FT Point Load 3 Live Load: PL3-2= 0 LB Dead Load: PD3-2= 2689 LB Location(From left end of span): X3-2= 7.75 FT Point Load 4 Live Load: PL4-2= 0 LB Dead Load: PD4-2= 3677 LB Location(From left end of span): X4-2= 12.5 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 720 PLF Left Dead Load: TRD-Left-1-2= 270 PLF Right Live Load: TRL-Right-1-2= 720 PLF Right Dead Load: TRD-Right-1-2= 270 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 17.0 FT Load Length: C-1-2= 17.0 FT Properties for: W12x40/A36 Yield-Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 11.94 N Web Thickness: tw= 0.29 N Flange Width: bf= 8.01 N Flange Thickness: tf= 0.51 N Distance to Web Toe of Fillet: k= 1.25 N Moment of Inertia About X-X Axis: Ix= 310.00 N4 Section Modulus About X X Axis: Sx= 51.90 N3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.17 N Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.77 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 40.47 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: - Lb= 17.0 FT Limiting-Unbraced Length for Fb=_66*Fy: Lc= 8.45 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= 15.98 FT Moment Gradient Bending Coefficient: Cb= 1.0 Page:2 Multi-Loaded Beam'.AISC 9th Ed ASD 1 Ver: 5.05 By:Jeff Johnson, DFP PLANNING&DESIGN on: 12-23-2002: 09:25:34 AM Project: 202392-Location: GAR DR F1-6= 16.51 KSI Allowable fb per ASD Eqn F1-6: Allowable fb per ASD Eqn F1-7: F1-7= 19.24 KSI Allowable fb per ASD Eqn F1-8: F1-8= 20.31 KSI Elastic Limit of ASD Eqn F1-6: ELI-6= 21.52 FT Allowable Bending Stress: Fb= 20.31 KSI Web Height to Thickness Ratio: hltw= 36.98 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: hltw Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment M= 86868 FT-LB 7.99 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr- 87842 FT-LB Controlling Shear: V= 21949 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 50721 LB Moment of Inertia(Deflection): Ireq= 183.36 IN4 1= 310.00 IN4 Multi-Loaded Beam(AISC 9th Ed ASD Ver:5.05 By:Jeff Johnson,DFP PLANNING&DESIGN on: 12-23-2002 Project:202392-Location:GAR DR Summary: A36 W12x40 x 17.0 FT Section Adequate By: 1.1% Controlling Factor:Moment SHEAR,MOMENT,AND DEFLECTION DIAGRAMS Load combination shown:Controlling Shear/Moment/Deflection Diagrams 30000 - 21949 lbs a 0 ft 15000-�'" Shear --- (lbs) 0— � 1 -15000 - -30000 ? -19281 lbs @ 17 ft 90000 .:.: i 8 ft 45000- Mornent (ft lb) 0 -45000 - -90000 - -.6 1 -.3 - Deflection (in) 0 .3- .6-, -`-- .502in@8.5ft 1—Center Span =17 ft Controlling Load Cases: Shear:Critical shear created by combining all dead loads and live loads on span(s)2 Moment Critical moment created by combining all dead loads and live loads on span(s)2 Deflection:Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM P1 P2 P3 P4 ' Ill ‘,1 II Il I � l ; lll rllIIW11111{ I I1 ; 11 11hiI1lI r{ I fli {1111Ii I : if11I1I i Ill1 11110 ! 1i 1 ! i ; ! ii ; !i! llIl 11lI �I it4 i 1 ! 111 I ; i ' i ! 1I!I lI llii � IVi I i IiIiIi lrll ! I I i1lIIl li ! : jI ! IIf1 II �II : lii4l1 li `til IilllllfIl ! I I�: ! 1 ( , i! II '• w A B Center Span =17 ft Reactions Page 2 Live Load Dead Load Total Load Uplift Load A 10455 Lb 11494 Lb 21949 Lb 0 Lb B 10455 Lb 8825 Lb 19280 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 510 Pit 191 Ptf 40 Plf 741 Plf Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 720 Ptf 270 Ptf 720 Ptf 270 Plf 0 Ft 17 Ft Point Loading Live Load Dead Load Location P1 0 Lb 2747 Lb 1.3 Ft P2 0 Lb 2689 Lb 2.8 Ft P3 0 Lb 2689 Lb 7.8 Ft P4 O Lb 3677 Lb 12.5 Ft k,„„.D 202392 GAR DR A« `verBusFParallam®PSL „,(, z,, )6.06 sem Number:70020018MUser 2 2 PCS of 1 3/4" x 11 718 2.0E Page Eng�Version:15N12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 0 g Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 440.0 165.0 0 To 10' Adds To Uniform(plf) Roof(1.25) 720.0 270.0 0 To 10' Adds To Point(lbs) Floor(1.00) 0 4199 7 - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LivelDeadIUptiftITotal 1 Wood column 5.25" 5.25" 6000/3519/0/9519 L5 None 2 Wood column 5.25" 5.25" 6000/5310/0/11310 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -10791 -8937 10044 Passed(89%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 24348 24348 24878 Passed(98%) MID Spar21 under Roof loading Live Load Deft(in) 0.250 0.313 Passed_(L/450) MID Span 1 under Roof-loading Total Load Deft(in) 0.460 0.469 Passed(L/244) MID Spent under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL: 240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Pune:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN z VISI.COM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of True Joist. 202392 GAR N�skBu 2 Pcs of 1 3/4" x 18" 2.0E Parallam® PSL TJ-Beam(TM)6.05 Serial Number:7002001601 User:2 9:01:53 AM Page 1 Engine Version:7 5..12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED .1 4 Product Diagram is Conceptual_ LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf}:40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 54.0 20.0 0 To 25'6" Adds To Point(lbs) Roof(1.25) 0 1980 3'9" - Point(lbs) Roof(1.25) 0 1980 19'3" - SUPPORTS: input Bearing Vertical Reactions(lbs) Detail Other Width Length Llve/DeadlUplltt/Total 1 Wood column 5.25" 5.25" 1199/2876/0/4075 L5 None 2 Microllam LVL beam 5.25" 5.25" 1199/2478/0/3677 Al:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,A1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 4028 3787 12180 Passed(31%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 20914 20914 43665 Passed.(48%) MID Span 1 under Floor loading Live Load Defl(in) 0251 0.622 Passed_(L1999+) MID Span 1 under Floor loading Total Load Defl(in) 0.758 1.244 Passed(L/394) 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"olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Parallame and Microllam0 are registered trademarks of Trus Joist. q 202392 GAR "wu `t01 2 Pcs of 1 3/4" x 18" 2.0E Parallam® PSL TJ-Beam(TM)6.05 Serial Number:7002001601 :24 AM P 1nVsEngee erion 2 THIS PRODUCT MEETS-OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND.LOADS LISTED ®; 22' 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(pif) Ftoor(1.00) 54.0 20.0 0 To 22' Adds To Point(lbs) Roof(1.25) 0 1760 15 9" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other Width Length LiveiDeadtUpllMTotal Depth 1 Microllam LVL beam 5.25" Hanger 1040/1097/0/2137 1 18.00" N/A H1:Face Mount Hanger None 2 Wood column 5.25" 5.25" 1028/18661W 2894 N/A N/A N/A L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Hi:Face Mount Hanger,L5 HANGERS:Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger MIU411 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:16-16d,Top N/A,Member:2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -2848 -2606 12180 _ Passed(21%) Rt.end Span1 under Floor loading Moment(Ft-Lbs) 14431 14431 43665 PasserL(33%) MID Span 1 under Floor loading Live Load Defl(in) 0.136 0.531 Passed(L/999+) MID Span t under Floor loading Total Load Defl(in) 0.361 1.063 _ Passed(U707) MID Span t under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracing(Lu):AU compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone_763-780.8004 Fax :763-780-8015 DFPPLANNINGDESIGN.r VISI.COM Copyright e 2002 by Trus Joist, a Weyerhaeuser Business Parall.am® and Microllam® are registered trademarks of True Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202392GAR ea fr' verp. 01 2 Pcs of 1 314, x 18!. 2.0E Parallam® PSL TJ-Beam(TM)6.05 Serial Number.70020018601 P2 9:00:26 51�r1. 2 THIS PRODUCT MENS-OR-EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION-AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution productlisted above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR_INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN VISI.COM Copyright a 2002 by Trus Joist, a Weyerhaeuser Business Parallam® and Microllame are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202392 GAR 11YC 3 Pcs of 1 3/4" x 18" 2.0E Para!tarn® PSL TJ-Beam(TM)6.05 Serial Number:7002001601 User.2 1223/02 6:56:50 AM Page 1 Engine Version_1-5.12 THIS PRODUCT MEETS OR-EXCEEDS-THE-SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 25'6" 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(plf) Floor(1.00) 54.0 20.0 0 To 25'6" Adds To Point(lbs) Floor(1.00) 0 9597 3 9" - Point(lbs) Floor(1.00) 0 1519 3'9" - Point(lbs) Roof(1.25) 613 230 19'3" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1345/10457/0/11802 L1:Blocking 1 Pty 13/4"2.0E Paraltam®PSL 2 Microllam LVL beam 5.25" 5.25' 1665/2534/0/4199 Al:Blocking 1 Ply 1 3/4"2.0E Parafiam®PSL -See TJ SPECIFIER'S 1 BUILDERS GUIDE for detail(s):L1:Blocking,A1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 11753 10332 16443 Passed(63%) Lt_end Span 1 under Dead loading Moment(Ft-Lbs) 39490 35497 5894x. Passed.(60%} MID Span 1 under_Dead loading Live Load Deft(in) 0.214 0.622 Passed-(U999+) MID Span t under Roof-loading Total Load Deft(in) 0.864 1.244_ Passed(L/346) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/480,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"oft unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing.of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone J63-780.8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright © 2002 by Trus Joist, a Weyerhaeuser Business Parallam® and Microllam® are registered trademarks ofTrusJoist. 202392 GAR Amer 7�B'-ti"1 2 Pcs of 1 3/4" x 18" 2.0E ParaHamc PSL TJ-Beam(TM)6.05 Seth{Number.7001301601 Pagel Eo 2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 '4 2s6- Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 54.0 20.0 0 To 25'6" Adds To Point(lbs) Roof(1.25) 613 230 1J 3" - Point(Ibs) Floor(1.00) 0 1519 3'9" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LlveIDeadIUpllftITotal 1 Wood column 5.25" 5.25" 1345/2061/0 13406 L1:Blocking 1 Ply 13/4"2.0E Parallame)PSL 2 Microllam LVL beam 5.25" 5.25" 1665/1082/0/2747 Al:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Bloc king,A1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3360 2972 12180 Passed(24%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 16613 14874 43665 Passe .(34%) MID Span1 ur>deLFl0or loading Live Load Dell(in) 0.321 0.622 Passed(0930) MID Span 1 under Roof loading Total Load Deft(in) 0.598 1.244 Passed(L/499) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Parallame and Microllane are registered trademarks of Trus Joist. I 7.1202392 GAR 447e9141:W- sera 3 Pcs of 1 3/4" x 18" 2.0E Paraflam® PSL TJ-Beam(TM)8.05 Serial Number.7002001601 User 2 Engin Ver8:47:42aAM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 4 17 , - a 1 ®% , 14'? o 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,150 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 440.0 270.0 0 To 14'2" Adds To Uniform(plf) Roof(1.25) 180.0 68.0 0 To 6'3" Adds To Uniform(plf) Roof(1.25) 320.0 120.0 6'3"To 10'3" Adds To Uniform(plf) Roof(1.25) 320.0 120.0 13'3"To 14'2" Adds To Point(lbs) Roof(1.25) 0 1760 6'3" - Point(lbs) Roof(1.25) 0 806 10'3" - Point(lbs) Roof(1.25) 0 806 13'3" - SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 4784/3960/0/8744 N/A N/A N/A Ll:Blocking 1 Ply 1 3/4"2.0E Parallam® PSL 2 Microllam LVL 5.25" Hanger 4714/4883/0/9597 1 9.50" N/A H1:Face Mount None beam Hanger -See Ti SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,H1:Face Mount Hanger HANGERS:Simpson Strong Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM copyright t) ZUUS by Trus Joist, a Weyerhaeuser Business Parallam® and Microllam0 are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202392 GAR `A"`I "`erB161 3 Pcs of 1 3/4" x 18" 2.0E Parallam@ PSL 1-.1-Beam(TM)1-.1-Beam(TM)6.05 Serial Number 7002001601 User 2 Engin Version: 1.M THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -9057 -5858 18270 Passed(32%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) .31694 26734 65497 Passed(41%) MID Span 1 under_Floor loading Live Load Defl(in) 0.118 0.335 Passed(L199.9+) MU)Span 1 under Roof loading Total Load Defl(in) 0.235 0.671 Passed(116816) MID Span 1 under Roof loading -Deflection Criteria:STAND ARD(LL:U480,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDERS GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN T)VISI.COM Copyright Q 2002 by Trus Joist, a Weyerhaeuser Business Parallama and Microllam® are registered trademarks of Trus Joist. Simpson Strong-Tiem Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. �IjW202392 SCREEN PORCH '°�� �6441' B`1601 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam®PSL FJ-.16.05 Serial Number:7002001601 User: EnginneeVersion:1.2 8:25:26 5..12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof SIopeO/12 11 rrel ldr f>" AU dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 220.0 83.0 0 To 14'6" Adds To (1) Point(lbs) Roof(1.25) 0 1967 3" - (1) Point(Ibs) Roof(1.25) 0 4105 14'3" - -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) 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 Vertical Reactions(lbs) Detail Other Width Length LivelDeadlUpllf lTotal 1 Wood column 5.25" 5.25" 1885/2772/0/4657 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL 2 Wood column 5.25" 5.25" 1885/4910/0/6795 L1:Blocking 1 Ply 1 3/4"2.0E Parallarn®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2574 -2160 10044 Passed(22%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 8928 8928 24878 Passed(36%) MID Span 1 under Roof loading Live Load Deli{in) 0.239 0.463 Passed(L1696) MID Span 1 under Roof loading Total Load Defi(in) 0.341 0.694 Passed(U488) 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%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN G+VISLCOM Copyright e 2002 by Trus Joist, a Weyerhaeuser Business ParallamS is a registered trademark of Trus Joist. ff �•� 202392 SCREEN PORCH TJ-Beam(TM)605 Serial Yom/ 2 Pcs of 1 3/4" x 11 7/8" 2.0E Paraflam®PSL User 2 02 :2529AM Engin Page 2 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDERS GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. 202392 SCREEN PORCH TJ a�,„E,,r,,6 ` 2 Pcs of 1 314" x 11 718" 2.0E Parallam® PSL Page 1 Engn nUser 2 neeVersionn8:231115M.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof SlopeO/12 I >L r All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psi):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Roof(1.25) 180.0 68.0 0 To 6' Adds To Uniform(plf) Roof(1.25) 390.0 146.0 6'To 8'6" Adds To Point(lbs) Roof(1.25) 0 2090 6'2" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 999/968/0/1967 L1:Blocking 1 Ply 1 3/4"2.0E Paraliam®PSL 2 Wood column 5.25" 5.25" 1396/2133/0/3529 L1:Blocking 1 Ply 1 3/4"2.0E Paraian>m PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Ll:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -3340 -2667 10044 Passed(27%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 5518 5518 24878 Passed.(22%) MID Span 1 under Roof loading Live Load Deft(in) 0.028 0.262 Passed(LA99+) MID Spent under Roof loading Total Load Dell(in) 0.073 0.394 Passed(L/999+) MID Space 1 under Roof joading -Deflection Criteria:STANDARD(LL:L1360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ole unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS_ -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S!BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGNIVISI.COM Copyright O 2002 by Trus Joist, a Weyerhaeuser Business Parallels*is a registered trademark of Thus Joist. ,n �''`rh// 202392 SCREEN PORCH TJ-l3eammw)8.05 Serial �mt t 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL PageUser t 12/23/02 8:20:22 5. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof Slope0/12 4- FIA ii] o 14'4- ' AO dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pff) Roof(1.25) 180.0 68.0 0 To 6' Adds To Uniform(plf) Roof(1.25) 390.0 146.0 6'To 8' Adds To Tapered(plf) Roof(1.25) 390.0 To 300.0 146.0 To 113.0 8'To 12 Adds To Uniform(plf) Roof(1.25) 300.0 113.0 12 To 14'4" Adds To Point(lbs) Roof(1.25) 0 2090 6'2' - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LIveJDeadIUptittITotal 1 Wood column 5.25" 5.25" 2037/2067/0/4105 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL 2 Wood column 3.50" 3.50" 2476!1906/0/4381 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -4301 -3765 10044 Passed(37%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 18033 18033 24878. Passed(72%) MID Span t.under Roof loading Live Load Deft(in) 0.307 0.462 Passed(L/541) MID Span 1 under Roof loading Total Load Deft(in) 0.649 0.693. Passed(U256) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN_ 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763.780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 9 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. k.„ 202392 SCREEN PORCH A� 'p/`erB"°"� 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam€3 PSL TJ-Beam(TM)6.65 Serial Number.7002001601 User 2 12/23/02 EngineVersio: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1512 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S!BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN VISI.COM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. glINA'149L202392 DINETTE WDW T, m�„�,s.O5�a,;a;,�x„ B`;�; 2 Pcs of 1 3/4"x 11 7/8" 2.0E Parallam® PSL AM P ; Version.$teE 1 2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ®1 ,a Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 400.0 150.0 0 To 10' Adds To Uniform(plf) Roof(1.25) 690.0 379.0 0 To 10' Adds To SUPPORTS: input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/DeadlUpliftlTotal 1 Wood column 5.25' 5.25" 5650/2785/0/8435 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL 2 Wood column 5.25' 5.25" 5650/2785/0/8435 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 7908 -6027 10044 Passed(60%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 18534 18534 24878 Passed(74%) MID Span 1 under Roof loading Live Load Deft(in) 0.235 0.313 Passed(U478) MID Span 1 under Roof loading Total Load Deft(in) 0.352 0.469 Passed(L/320) 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"olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN,z VISI.COM Copyright © 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. ����-, 202392 GRT RM WOW � a r B:�n 3/4" x 14" 2.0E Parallam®PSL TJ-Beam(7M)6.05 serial Number.7002001801 3 Pcs of 1 Pg1i Page E Version: .55,12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4- Cl/ i0 IT Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 460.0 173.0 0 To 9'3" Adds To Uniform(plf) Floor(1.00) 400.0 150.0 9'3"To 13' Adds To Uniform(plf) Roof(1.25) 690.0 379.0 9'To 10'6" Adds To Point(lbs) Roof(1.25) 0 8349 9' - Point(Ibs) Roof(1.25) 0 2090 10'6" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/0 plift/Total 1 Wood column 5.25" 5.25" 3467 1 4352 1 0 1 7820 L1:Blocking 1 Ply 1 3/4"2.0E Parallame+PSL 2 Wood column 5.25" 5.25" 3843/9311/0/13154 L1:Blocking 1 Ply 13/4"2.0E Parallarr)PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -12958 -11368 14210 Passed(80%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 39173 37039 40743 Passed(91%). MID Span 1 under%or loading Live Load Deft(in) 0.144 0.412 Passed(U999+) MID Span 1 under Roof loading Total Load Dell(in) 0.456 0.619 Passed(1./325) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L1240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN 7,VISICOM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Parailam® is a registered trademark of Trus Joist. J �( 202392 FOYER STAIRS `A N` re1Sf "'ms 11 7/8" TJI®/Pro(TM)-150, 2 plies @ 16" o/c TJ-Seam(TM)6.05 Serial Num6er 70)02001601 User:2 12/20/02 4:13:42 PM Page1 Engine Version:1.5.12 THIS PRODUCT MEETSOREXCEEDS-THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED EIP4 111111 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Fbor(1.00) 54.0 20.0 0 To 8'8" Adds To Point(lbs) Floor(1.00) 0 2589 1'9" - (1) Point(lbs) Roof(1.25) 0 1670 2" - (1) Point(lbs) Roof(1.25) 0 3281 8'6" - -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) 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 Vertical Reactions(lbs} Detail Other Width Length LivelDeadlUpliftiTotal 1 Stud wall 3.50" 3.50" 465/3949/0/4414 Al:Blocking 1 Ply TJI6,1Pro(TM)-150 2 Stud wall 3.50" 3.50" 465/3938/0/4403 Al:Blocking 1 Ply 1"e-Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 2713 2701 2840 Passed(95%) Lt.end Span 1 under Floor loading Vertical Reaction(lbs) 2713 2713 2840 Passed(96%) Bearing_t under Floor loading Moment(Ft-Lbs) 4007 4007 7'30 Passed(53%) MID Span 1 under Floor loading Live Load Defl(in) 0.026 0.21:16 Passed(L1999+) MID Span 1 under Floor loading Total Load Dell(in) 0.099 0.412 Passed(0999+) MID Span 1 under Floor loading TJPro 68 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240j. -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED-&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be.braced at 2'8'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100.BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright S 2002 by Trus Joist, a Weyerhaeuser Business TJI® and TS-Beam®are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ-Pro" are trademarks of Trus Joist. 202392 FOYER STAIRS TJ-Beam(rM)e.05 Serial Number 70ANCKedmeu ;60, 11 7/8" TJI®/Pro(TM)-150, 2 plies @ 16" 0/c User 2 12/201024:1371:1.5.12 PM Page 2 Engine Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/37,5/8'Panels(20"Span Rating)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. Comparison Value:2.35 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55.449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist",Pro"and TJ-Pro" are trademarks of Trus Joist. 202392 FOYER CLO TJ-Beam(rM)6.05 get ill��J 2 Pcs of 1 3/4" x 11 7/8" 2.0E Paraflam®PSL Page 1 Eng a Version: t5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED F �1 © rig Product Diagram is Conceptual. LOADS: Analysis is for a Header(Rush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 410.0 154.0 0 To 3'2" Adds To Uniform(plf) Floor(1.00) 780.0 293.0 3'2"To 4'4" Adds To Tapered(plf) Floor(1.00) 780.0 To 700.0 293.0 To 263.0 4'4"To 6'8" Adds To SUPPORTS: input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth LiveIDeadIU plIttITotat 1 TJI beam 3.50" Hanger 1850/73910/2589 1 18.00" N/A H2:Face Mount None Hanger 2 Wood 3.50" 3.50" 2352/926/0/3278 N/A N/A N/A Ll:Blocking 1 Ply 1 3/4"2.0E Parallam® column PSL -Backer Blocks are required at support(s):1_ -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):H2:Face Mount Hanger,L1:Blocking HANGERS:Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger THAI-2,W=3.56 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:30-104,Top N/A,Member:2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -3105 -1918 8035 Passed(24%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 4452 4452 19902. Passed(22%) MID Spaat under Floor loading Live Load Dell(in) 0.031 0.155 Passed(L1999+) MID Span 1 under Floor loading Total Load Defl(in) 0.043 0.310 Passed(L1999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracing(Lu):AH compression edges(bop and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFP PLANNIN GDESIGN@ VIS I.CO M Copyright 9 2002 by Trus Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202392 FOYER CLO TJ Beam g.�S Nu 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL fTM) User:2 12J20/024:08:49 PM Paget Engine Version:1512 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 910Q BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 202392 GRT RM/FOYER , m(T,,)6. N er., , 3 Pcs of 1 3/4" x 14" 2.0E ParaIlam®PSL Paget Engiinr0?esion 15 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.5.'13 CONTROLS FOR THE APPLICATION AND LOADS LISTED r- 0,5/,Di 15* Product Diagram is Conceptual. LOADS: Analysis is for a Header(Rush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Floor(1.00) 780.0 To 700.0 293.0 To 263.0 0 To 7" Adds To Uniform(plf) Floor(1.00) 700.0 263.0 7"To 8' Adds To Tapered(plf) Floor(1.00) 700.0 To 760.0 263.0 To 285.0 8'To 9'9" Adds To Uniform(plf) Floor(1.00) 760.0 285.0 9'9"To 15' Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpliiftlTotai 1 Wood column 5.25" 5.25" 5644/2292/0/7936 L5 None 2 Wood column 5.25" 5.25" 5846/2366/0/8212 L1:Blocking 1 Ply 1 3/4"2.0E Paralfam PSL -See TJ SPECIFIER'S t BUILDERS GUIDE for detail(s):L5,L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -7861 -6411 14210 Passed(45%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 27591 27591 40743 Passwi(68%) MID Span 1 under Floor loading Live Load Defl(in) 0.335 0.359 Passed(LE514) MID Span 1 under Floor loading Total Load Deft(in) 0.471 0.719 Passed(L1366) 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. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone 1763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGNVISI.COM Copyright e 2002 by Trus Joist, a Weyerhaeuser Business Parallama is a registered trademark of True Joist. 07w/or 202392 REAR W.I.C. 11 7/8" TJ1®/Pro(TM)-150, 2 plies @ 16" o/c T�e�mc ,6.05Se a;n , P�1 i� Version: 5.i12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED # 0; ,0 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 54.0 20.0 0 To 10'2" Adds To Point(ibs) Floor(1.00) 171 2 9" - Point(lbs) Floor(1.00) 171 510 5'10" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LivelDeadlUplitflTotal 1 Stud wall 3.50` 3.50" 769 1413!0 t 1181 Al:Blocking 1 Ply TJI®/Pro(TM)-150 2 Stud wall 5.50" 5.50" 665 t 506/0 1 1171 Al:Blocking 1 Ply TJI®JPro(TM)-150 -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications_ Limits:End supports, 31/2".Intermediate supports,312" with web stiffeners and 51/4"without web stiffeners. -See TJ SPECIFIER'S!BUILDERS GUIDE for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1150 1138 2840 Passed(40%) Lt end Span 1 under Floor loading Vertical Reaction(Ibs) 1150 1150 2840 Passec3441%) Bearing 1 under Floor loading Moment(Ft-Lbs) 3261 3261 76.30 Passe4(43%) MID Span 1 under Flour loading Live Load Defl(in) 0.056 0240 Passed(L/999+) MID Span 1 under Floor loading Total Load Defl(in) 0.106 0.479 Passed(L/999+) MID Span 1 under Floor loading TJPro 66 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:L1480,TL:L240). Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19.t32",5/8"Panels(20"Span Rating)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. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)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. Comparison Value:2.35 PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of True Joist. e-I Joist",Pro"' and TJ-Pro"' are trademarks of Trus,Joist. x � 202392 REAR W.I.C. TJ-Beam(774)6.0s Serial Number.7002001601 11 7/8" TJ1®/Pro(TM)-150, 2 plies @ 16" o/c a2 geE 5..12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@ VISI.COM Copyright ® 2002 by Tnis Joist, a Weyerhaeuser Business TJI® and T2-Beam® are registered trademarks of Trus Joist. e-I Joist^',Pro"and TJ-Pro" are trademarks of Trus Joist. l //a/��A 202392 BED 2 WDW TJ-Beam(TM)6.05 Series Number aeu��/'o ,�; 2 Pcs of 1 3/4" x 91/2 2.0E Parallam®PSL User; 12/20102 2:50:20 2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member 9112 Roof Slopeet12 AU dimensions are horizontaL Product.Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 200.0 75.0 0 To 9" Adds To Uniform(plf) Roof(1.25) 760.0 285.0 9"To 5' Adds To Point(lbs) Roof(1.25) 0 7981 9" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UplittITotal 1 Plate on masonry wail 5.25" 6.32" 1592/7806/0/9398 11:Blocking 1 Ply 1 3/4"2.0E Rarebit*PSL 2 Plate on masonry wall 5.25" 5.25" 1988/1569/0/3557 L1:Blocking 1 Ply 1 3/4"2.0E Parallamel PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking -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(lbs) 9292 -2192 8035 Passed(27%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 4641 3392 11751 PageAl(29%) Mu)Span 1 under Dead-loading Live Load Deft(in) 0.019 0.146 Passed(L1999+) MID Span 1 under Roof loading Total Load Deft(in) 0.048 0.219 Passed(L/999+) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:Lt360,TL:L/240) -Bracing(Lu):Ali compression edges(top and bottom)must be braced at Z 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! Theranalysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business Paratlam® is a registered trademark of Trus Joist. 202392 BED 4 WDW .ViNfr �auunms 2 Pcs of 1 314" x 9 1/2" 2.0E Parallam® PSL TJ-Seam(TM)6.0.5 Serial Number.70102001661 Page 2 Engine arson: PM THIS PRODUCT MEETS OR EXCEEDS TH€ SET DESIGN Page 1 Engine Version:1.5.1a CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:$/12 Roof Slope0r12 All dimensions are horizontaL Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psi):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unifomi(plf) Roof(1.25) 700.0 263.0 0 To 2' Adds To Tapered(plf) Roof(1.25) 700.0 To 620.0 263.0 To 233.0 2'To 5'9" Adds To Uniform(plf) Roof(1.25) 580.0 218.0 5'9"To 7' Adds To SUPPORTS: Input Bearing Vertical Reactions Ohs} Detail Other Width Length LivelDeaditlplif/Total 1 Plate on masonry wail 5.25" 5.25" 2530/987/0/3517 Ll:Blocking 1 Ply 1 3/4"2.0E Paraltam®PSL 2 Plate on masonry wall 5.25" 5.25" 2350/919/0/3269 L1:Blocking 1 Ply 1 3/4"2.0E Parallarrtrth PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3196 2253 8035 Passed(28%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 4980. 4980 16321 Passed(31%) MID Span 1 under Roof loading Live Load Defl(in) 0.065 0.213 Passed(L1999+) MID Span 1 under Roof loading Total Load Defl(in) 0.090 0.319 Passed(L/850) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):Al compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANN!NGDESIGN@VISI.COM Copyright B' 2002 by Trus Joist, a Weyerhaeuser Business Paraliaoe is a registered trademark of Trus Joist. f (� 202392 MAST BED WOW ber:/"`��`�501 3 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL TJ-Eeam('TM)SOS Serial Number:700206801 Page 1 Engine Version:1.512 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:8,12 Roof Slope8Pl2 I � 1T Alt dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 180.0 68.0 0 To 3'9" Adds To Unifonn(ptf) Roof(1.25) 730.0 274.0 3'9"To 12' Adds To Pointpbs) Roof(1.25) 0 7515 3'9" - SUPPORTS: input Bearing Vertical Reactions(lbs) Detail Other Width Length LIveiDead/Uplift/Total 1 Plate on masonry wall 5.25" 5.25" 2843/6429/0/9273 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL 2 Plate on masonry wail 5.25" 5.25" 4334/4015/0/8349 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(!bs) 9172 8812 15066 Passed(58%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 29762 29762 37317 Passed(80%) MID Span 1 under Roof loading Live Load Deft(in) 0.189 0.379_ Passed(U722) MID Span 1 under Roof loading Total Load Defl(in) 0.507 0.56a Passed(L269) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Budding Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright W, 2002 by True Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. V SAT TIME CITY OF ORONO CALLED IN .10 INSPECTION NOTIE SCHEDULED /2101 l► • C1911 PERMIT NO. O 1 y4 COMPLETED ADDRESS 0...") 1 I cLc I`) OWNER CONTR. e-57rQv) TELEPHONE NO. 33C0 DESCRIPTION /7UG{ C c 1 DOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q /W FRAMING 13 MECHANICAL FINAL 19 LAKESHOREETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT • 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: ccfC9Q.j O cc O ti (4.1 cc WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY C) 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 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 nex inspection 24 hours in advance. (952) 249-4600 Owner!Contr- V r.n i : Inspector. White Copyllnspector's File Canary Copy/Site Notice / ATE TIME CITY OF ORONO CALLED IN d 'Q 3 INSPECTION NO)ICE `i j SCHEDULED "63 //"'-' PERMIT NO. �� `i COMPLETED Wl ADDRESS a5 7l/cJ L'2€ OWNER CONTR. L4-6MA TELEPHONE NO. (V Iol 550 03 7_S DESCRIPTION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS C/) •% • ULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT • 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP • 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PL ING FINAL 36 FOUNDATION/REMOVAL • OW R/CONTRACT TO MEET YOU: YES_NO o COMMENTS: cc W cccc cc W ' 6-- Lu cc ORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY OO 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑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 Owner/Contra o 'te: Inspector. C White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN 9'/o-U 3 INSPECTION NICE SCHEDULED Q—(2-03 /0 f 0044/1PERMIT NO. hC0/'/' COMPLETED ADDRESS S7Y5. te.)+I l cn%J V/e-./ OWNER CONTR. Le Gra_ vt� TELEPHONE NO. L' I a 590 CSS 7S DESCRIPTION LU 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 c 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATIO. 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL •• :s. 12 WATER HOOK-UP 17 SITE INSPECTION C 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 PLU FIN 36 FOUNDATION/REMOVAL Z OW RYE/ RTO MEET VIE; SNO v, COMMENTS: CC CC a 04, CC U. CC CC d W0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY Q 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ext inspection 24 hours in advance. (952) 249-4600 Owner/Contr r site: Inspector. White Copyllnspector File Canary Copy/Site Notice tofu DATE TIME CITY OF ORONO /./tl CALLED IN -� /"" �r INSPECTION STI E" 77 SCHEDULED �.3 a JQ PERMIT NO. ,fI c `� COMPLETED ADDRESS 5/5 OWNER CONTR. -t 6/'22---J TELEPHONE NO. Z 590 057,5' E DESCRIPTION Fr taj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING y ar'•MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS '3 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 IL 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO WCOMMENTS: Q. rbth l Lt U € fir" cc E 4 erc&r � �n ` ) :1P ��� s 16° 14.W Q W IQ• WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W C RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ClSTOP 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!Contrac te: Inspector. White Copy/Inspector's bite Canary Copy/Site Notice (s > J / CJ DATE TIME CITY OF ORONO CALLED IN INSPECTION /'JC7 ` SCHEDULED 9-3 b3 /';r� l' PERMIT NO. U COMPLETED ADDRESS Fli'S w(2-$Lci V 1�-u0 1:)-1_ p OWNER CONTR. IV TELEPHONE NO. 952_ 7 ` ' 5-2-z, ' U DESCRIPTION k a--4--4-C4---"tt F 1 W 01 FOOTING 11 ECHANICAL RI 18 EXCAV/GRADING/FILLING 4. 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS H Cl 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 14 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL Z OWNER/CONTRACTOR TO MEET YOU:YES_NO COM ENT : ` 1Le, � eArL v�es4-ee' r :s v.. r�. a+ Q. cc 0 �.‘c 41'(3ccr-tc. (9. - 1.i pc,,. >,. cc 1 tAlvc-R._-- 0i '0 ,....W CC Q W Z W C.E. Z 0 IQ ❑WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY Q XCCORRECT WORK,CALL FOR REINSPECTION TEMPORARY C..) EFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n t inspection 24 hours in advance. (952) 249-4600 Owner/Contract ite: Inspector. White Copy/Inspector's ile Canary Copy/Site Notice Sft DATE TIME CITY OF ORONO CALLED IN INSPECTION NplI E '/ SCHEDULED /-28-D /1149° PERMIT NO. ru4ol y 7 COMPLETED ADDRESS gys I//ozd VV e OWNER CONTR. Le 61-"set-et ' TELEPHONE NO. 6'/7— 990 05 7.- DESCRIPTION /3/d , / L 01 FOOTING 11 EC ANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 CHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: CC Lti Q. 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ING 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 v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP U 09 PLUMBING RI 23 SEPTIC FINAL - 35 HARD COVER REMOVAL v 10 PG FINAL 36 FOUNDATION/REMOVAL Z OWiRICONTRACTOR TO M YOU: YES NO O y CC W Q. J O >. CC O 4. W CC Q W Z W CC LU WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Oc..) BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne9 inspection 24 hours in advance. (952) 249-4600 Owner/Contract rfife: Inspector. , UC/A-t•\ White Copy/Inspector's File Canary Copy/Site Notice