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HomeMy WebLinkAbout2002 - P05335 - new structure PERMIT CITY OF ORONO Permit Number: 2750 Kealey Parkway - PO Box 66 P05335 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 7/2/2002 SITE ADDRESS: 850 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-44-0014 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Permit Class: Building Census Code 101 Permit Sub-type(s): New Home-Single Family Permit Type: New Structure DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 3,149.75 Valuation: $ 485,000.00 Plan Review Fee: $ 2,065.63 State Surcharge Fee: $ 245.50 SAC Fee: $ 1,200.00 TOTAL FEE: $ 6,660.88 APPLICANT: RVC Homes OWNER: RVC Homes 822 Twelve Oaks Center 1003 Twelve Oaks Circle Wayzata,MN 55391 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. rYet APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(Signitures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 Dear Dean: Enclosed you will find a new permit for 850 Willow View Drive. Someone from your office was in to pick this up on Tuesday. Once the contractor had left I noticed the permit had been entered under 850 Willow Drive. The permit number is the same, this is just to keep our records straight. If you have any questions,please call our office at(952) 249-4600. Sorry for the confusion. Respectfully, Rachel Dodge PERMIT CHIT OF ORONO Permit Number: 2750 K trey Parkway- PO Box 66 P05335 CrystAi Bay, Minnesota 55323 Permit Type: ,� New Structure (952) 249-4600 Date Issued: �U 7/2/2002 SITE ADDRESS: 850 Willo r 0 ° Long e,MN 55356 � PID: 27-118-23-33-0021 44 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Permit Class: Building Census Code 101 Permit Sub-type(s): New Home-Single Family Permit Type: New Structure DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection irrigation Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 3,149.75 Valuation: $ 485,000.00 Plan Review Fee: $ 2,065.63 State Surcharge Fee: $ 245.50 SAC Fee: $ 1,200.00 TOTAL FEE: $ 6,660.88 APPLICANT: RVC Homes OWNER: Thomas&Jane Carlson 822 Twelve Oaks Center 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. APPLICANT P ITEE SIGNA If ISSUED BY SIGNATURE Copies: 1-File(Siinitures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 2tal Fee: $ L f LP (.p . S A nn, Date Received: 0 ).' ? 'c� Entered By: Z O t R p Permit #: / " L'2._( '9I 1� 101 CITY OF ORONO - BUILDINPERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR CONTRALTO JOB SITE ADDRESS: ' LU.`I co J \J �e.'-./ 1�i2 ZIP: NAME OF OWNER: Cr PHONE: (home)e SZ `I 3 -C•-1'a. (work) MAILING ADDRESS: S l„�eluc O,4-5 CITY: W NA- ;Pk--- ZIP: 3 S 34=x l CONTRACTOR: AJC {\ r S PHONE: Gi SZ- 3- CONTACT PERSON: ' t f �� z, MOBILE/PAGER: -xo3-&4 s -c.-1,1 J MAILING ADDRESS: ZIP: g�-39 t STATE LICENSE: #tea ARCHITECT/ENGINEER:` ? �l-�..�,. � PHONE: (S1-(cat (.&3'3 MAILING ADDRESS: Lill-1 t-lw� o N :�. CITY: / U LLS ZIP: NAME: ` r, e r c.v, REGISTRATION# TYPE OF WORK: New --7Z— Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): C 0 A 5112-,A-L,--r STORIES: SQ.FEET OF EACH FLOOR: -Not, /146i /11,6b) NO. OF BEDROOMS: Y GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION(excluding land): $ L 5�zT I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: DATE: Co/0 NOTE! Parade of Homes events req ' e separate permit approval by Police Department and City Council 60 days prior to the event. 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CY) :7119X72I0 SSDIQQv ' A7NO ?S11 1O1,1,10 21Od SII14121,W1 01ONVI1 SSI ?!011 S17 H0 XOXHO EE (.LHII?Igd NO CLYLON gg oi) SX?IvI11g?I Cg amu :lvnorddy ssaddy (RN 8upsixg :ssaaoy a va :S?IgH,LO Ag AI glA IW •(gSl1OH SII)SX?IVIIMI - .zaz110 (nuuad awls) 1vauwa1.7_-S— 8utI11dguipvrO lvutd (ltuuad awv1S) Haiti (.8fp41) pjvog 11vh1 Jaz110 ((luosvyy) uogvinsul uoz,z&wI untv7 X7 aavldaii j )0 8unuvtd uotpauuo,) iantag apdag 8upood 7Z-- uoilaauuo0 JamM lvaluvyaayir-ST lvnozuag.lanoap mH a.ztd 8utgzunld wig :situuad amlvdag 8uulnbag poM :pagnbag suopaadsul OQ 2 $ :anzvA uoljangsuo0 papmupsg 00 7I�.LO.L = x x a8vrvv x .mold pUZ x .mold JSI x luatuasvg 81•d bg dad$ a8vloo1 bg N/N. :rdAl NOIZOBgLISNO,d :3g/1 1S17 XOgHO AlgIAg?I ONIQ7ll1 I �V F a .4 10 L 202277 F/PLACE T,LBeamr M)8.02SerialNU 1� 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® • ONO COPY User 2 &12!02 2:49:39 PM Paget Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 I ; a 13.2" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(pif) Floor(1.00) 380.0 To 550.0 143.0 To 206.0 0 To 13'2" Adds To (1) Point(lbs) Floor(1.00) 0 11615 12 11" - -(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/Uplift/Total 1 Wood column 5.25" 5.25" 3129/1261 /0/4390 L5 None 2 Wood column 5.25" 6.30" 3520/13020/0/16540 L1:Blocking Custom Blocking -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L1:Blocking -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -4668 -3767 8035 Passed(47%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 13920 13920 19902 Passed(70%) MID Span 1 under Floor loading Live Load Defl(in) 0.315 0.314 Passed(L/477) MID Span 1 under Floor loading Total Load Defl(in) 0.442 0.627 Passed(L/341) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright ® 2001 by True Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. 202277 F/PLACE TJ-Beam(TM)6.02 Serial Num `' e`r 7=140; 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL User 2 6/12/02 2:49:41 PM Paget Engine Version:1.2.1 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 I BUILDERS GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. �l 202277 BED 5 WDW TJ-Beam(TM)6.02 Serial NU ";0 ; 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL User.2 &12102 3:10:04 PM Page 1 Engine Version:1.21 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 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) 580.0 218.0 0 To 6'4" Adds To Uniform(plf) Floor(1.00) 340.0 278.0 0 To 6'4" Adds To Uniform(plf) Roof(1.25) 780.0 413.0 5'To 6'4" Adds To (1) Point(lbs) Floor(1.00) 0 4733 3" - Point(lbs) Roof(1.25) 0 4480 5' - -(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" 3111 /7223/0/10334 L1:Blocking Custom Blocking 2 Wood column 5.25" 5.25" 4009/5843/0/9852 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -9016 -6554 6428 Passed(102%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 8911 8666 13057 Passed(66%) MID Span 1 under Floor loading Live Load Defl(in) 0.063 0.190 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.136 0.285 Passed(L/503) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. 202277 BED 5 WDW T,1Beam(1M)6.O2Serial�m6er7 2 1601 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL User 2 6/12!02 3:10:06 PM Paget Engine Version:1.2.1 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 muhiple ply connection. _ f PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAiL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. 4*-• l (�� 202277 MECH POINT LOAD TJ-Beam(TM)6.02 Serial ts="7" 160 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL User.2 6/12/02 3:25:36 PM Page 1 Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ❑i � 19'6" a Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 64.0 24.0 0 To 19'6" Adds To (1) Point(lbs) Floor(1.00) 0 2323 3" Point(lbs) Floor(1.00) 0 1518 6 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 Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1013/3849/0/4862 L5 None 2 Plate on masonry wall 5.50" 5.50" 1015/1006/0/2021 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) 2490 2316 8035 Passed(29%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 12423 12423 19902 Passed(62%) MID Span 1 under Floor loading Live Load Defl(in) 0.316 0.471 Passed(L/717) MID Span 1 under Floor loading Total Load Defl(in) 0.804 0.943 Passed(L281) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN( EMAIL.MSN.COM Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. , 7J47� 202277 MECH POINT LOAD T.LBeam(TM)6.02Serial"N1 oo200; 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL User.2 6/12102 3:25:38 PM Page2 Engine Version:1.21 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/BUILDERS GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 4797 HWY 10 ARDEN HILLS,MN 55112 Phone:651-636-6889 Fax :651-638-1412 PLANNINGDESIGN@EMAIL.MSN.COM Copyright O 2001 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. �` wick!' BED 2WDW TJ-BeamT`!.:5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BE4,,tUSA.1111 3/4/02 12:44:47 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 I 4- [11 n 5'8" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 190 71 0 to 2' Adds to Uniform(plf) Roof(1.25) 790 296 _ _ 2'to 5'8" Adds to Point(lbs.) Roof(1.25) 0 4345 2' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1321 /3411 /4733 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25' 2182/2298/4480 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4631 3294 5686 Passed(58%) Lt.end Span 1 under Dead load Moment(ft-ib) 7352 5571 11840 Passed(47%) MID Span 1 under Dead load Live Defl.(in) 0.027 0.168 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.086 0.252 Passed(LI707) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright U 2000 by Trus Joist,a Weyerhaeuser Business. TJ-BeamT"'is a trademark o.Trus Joist. Microllarr®is a registered trademark of Trus Joist. GAR DR TJ-BeamTM sf.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 1:20:22 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 1 r Cf 10' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(g) Roof(1.25) 190 71 0 to 5' Adds to Uniform(ptf) Roof(1.25) 550 206 _ . 5'to 10' Adds to Point(Ibs.) Roof(1.25) 0 3025 5'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1572/2066/3638 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 2528/2586/5114 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4858 4106 7897 Passed(52%) Rt_end Span 1 under Roof loading Moment(ft-Ib) 13481 13481 16445 Passed(82%) MID Span 1 under Roof loading Live Defl.(in) 0.159 0.312 Passed(L1710) MID Span 1 under Roof loading Total Defl.(in) 0.424 0.469 Passed(L/265) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser DusirrOss. TJ-E3cam'"'is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. "I 6 //� GAR I ENTRY TJ-BeamTM x5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 1:49.05 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 Overall Dimension=19'6" 9' 10'6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptf) Floor(1.00) 54 20 0 to 19'6" Adds to Uniform(ptf) Roof(1.25) 190 191 0 to 19'6" Adds to Tapered(ptf) Roof(1.25) 0 to 70 0 to 64 0 to 5' Adds to Tapered(ptf) Roof(1.25) 170 to 0 64 to 0 5'to 19'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1245/907/2152 1 11.9" Detail R1 SB Shear Blocking 2 2x6 Plate 5.50" 5.5" 4494/3286/7780 1 11.9" Detail R7 3 Microllam®LVL 3.50" Hanger 1430/1062/2492 1 11.9" Detail H5 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1, R7, H5. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top MIT411.88 No N/A No 0 -Nailing: Right(MIT411.88)-Face:2-16d, Top:4-16d, Member:2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3955 3125 9871 Passed(32%) Lt end Span 2 under Roof loading Moment(ft-lb) 7231 7231 24927 Passed(29%) Rt. end Span 1 under Roof loading Live Defl.(in) 0.057 0.340 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.093 0.510 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria: STANDARD(LL: U360,TL:13240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. -The load conditions considered in this design include Alternate member loading. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson • 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright G 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam'"is a tradamak of Trus Jots:. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllame is a registered trademark of Trus Joist. //MA GAR/ENTRY TJ-BeamTM v5.55'`Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BE(1MUSA 1111 3/4/02 1:49:05 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: • No Project Information available D.F.P. Planning&Design Terry Mikkelson • 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by i rus Joist,a Weyerhaeuser Business. l J-Beam-"is a trademark of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllame is a registered trademark of Trus Joist. GAR TJ-BeamTM v5.55{Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 1:55:54 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pIf) Roof(125) 190 191 0 to 7' Adds to Tapered(plf) Floor(1.00) 140 to 0 _ .53 to 0 0 to 7' Adds to Tapered(plf) Roof(1.25) 160 to 80 60 to 30 0 to 7' Adds to Point(Ibs.) Floor(1.00) 0 2492 9" Adds to (1) Point(Ibs.) •Roof(1.25) 0 4345 6'9" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim,or squash blocks are required at dropped supports.The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Vertical DF/L,SYP 5.25" Hanger 1638/3450/5088 1 11.9" Detail H1 2 Column 5.25" 4" 1302/5410/6712 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1,A3. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top HWU3.56/11.88 No N/A No 0 -Nailing: Left(HWU3.56/11.88)-Face:4-16d,Top:4-16d, Member:6-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4715 1527 9871 Passed(15%) Rt.end Span 1 under Roof loading Moment(ft-Ib) 3865 3865 24927 Passed(16%) MID Span 1 under Roof loading Live Defl.(in) 0.020 0.156 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.039 0.312 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL L1480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright CO 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamT'are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company, Inc. Microllam®is a registered trademark of Trus Joist. 4... 11fie•Vosrg- GAR TJ-Beam" v5.55S al Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEQMUSA 1111 3/4/02 1:55:54 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. _ �- PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllame is a registered trademark of Trus Joist. -fv aOi it HEARTH T.V. TJ-Beam" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 2:10:59 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 9.9" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 54 20 0 to 9'9" Adds to Uniform(0) Roof(1.25) 190 191 - - 0 to 5'3" Adds to Uniform(plf) Roof(1.25) 470 296 5'3"to 9'9" Adds to r Point(Ibs.) Roof(1.25) 0 2585 5'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 1654/2434/4087 1 9.5" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 2375/2917/5292 1 9.5" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5010 4181 7897 Passed(53%) Rt.end Span 1 under Roof loading Moment(ft-lb) 13051 13051 16445 Passed(79%) MID Span 1 under Roof loading Live Defl.(in) 0.141 0.304 Passed(U775) MID Span 1 under Roof loading Total Defl.(in) 0.398 0.456 Passed(L275) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom) must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Beam"is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist. HEARTH/FPLC TJ-Beam"' v5.55 `S al Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 2:21:39 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1iI '[i 17' Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Untform(ptf) Floor(1.00) 430 161 0 to 4'6" Adds to Uniform(pff) Floor(1.00) 350 131 4'6"to 9'2" Adds to Tapered(plf) Floor(1.00) 350 to 380 131 to 143 9'2"to 11' Adds to Tapered(ptf) Floor(1.00) 380 to 280 143 to 105 11'to 17' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Microllam®LVL 3.50" Hanger 3641 /1537/5177 1 14.0" Detail H1 2 Microllam®LVL 3.50" Hanger 3257/1395/4651 1 14.0" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top HWU5.50/14 No N/A No 0 Right Top WPU5.31/14 No N/A No 0 -Nailing: Left(HWU5.50/14)-Face:4-16d,Top:4-16d, Member:6-10d -Nailing: Right(WPU5.31/14)-Face:4-16d,Top:3-16d, Member:6-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4983 4206 13965 Passed(30%) Lt end Span 1 under Floor loading Moment(ft-Ib) 19337 19337 40656 Passed(48%) MID Span 1 under Floor loading Live Defl.(in) 0.296 0.410 Passed(U665) MID Span 1 under Floor loading Total Defl.(in) 0.422 0.821 Passed(U467) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro "'and TJ-BeamT"are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company, Inc. Microllam®is a registered trademark of Trus Joist Wad HEARTH/FPLC r Vg-,r,hr�v FuY.v m TJ-Bea ^' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 14" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 2:21:39 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright 0 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro'"and 7J-Beams"are trademarks of-Rus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. -���a KITCHEN! TJ-BeamTM v5.55`Se aI Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 2:33:59 PM Page 1 of 2 Build Code.146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 4 4 n 2 20' Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Floor(1.00) 0 5177 5'3" Adds to Point(lbs.) Floor(1.00) 0 385 13'3" Adds to Point(lbs.) Floor(1.00) 0 609 16'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 400/4403/4803 1 11.9" Detail A3 1.25"LSL Rim 2 Microllam®LVL 3.50" Hanger 400/2413/2812 1 11.9" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top HB5.50/11.88 No N/A No 0 -Nailing: Right(HB5.50/11.88)-Face:4-10d,Top:4-10d, Member:4-10d DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4781 4357 10661 Passed(41%) Lt.end Span 1 under Dead load Moment(ft-Ib) 22724 21296 26922 Passed(79%) MID Span 1 under Dead load Live Defl.(in) 0.090 0.485 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.952 0.970 Passed(L/244) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro T"and TJ-BeamT"are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. �-���� KITCHEN TJ-Beam"' v5.55�Serial umber:700103477 3 PCS of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 2:33:59 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Jy PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson • 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright rE 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllarrt®is a registered trademark of Trus Joist. 4-.. lietileig.- LAV :.ararc++Nu1... TJ-Beam'' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 2:37:04 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I 4, CIIR1ii 12f 6 4'6" O Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 340 128 0 to 2'3" Adds to Uniform(plf) Floor(1.00) 480 180 2'3"to 4'6" Adds to Point(Ibs.) Floor(1.00) 0 2812 2'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x6 Plate 5.50" 4.25" 963/1853/2816 1 11.9" Detail A3 1.25"LSL Rim 2 Column 3.50" 2.25" 1062/1771 /2833 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 2712 2042 7897 Passed(26%) Lt.end Span 1 under Floor loading Moment(ft-lb) 4074 4074 19942 Passed(20%) MID Span 1 under Floor loading Live Defl.(in) 0.005 0.100 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.021 0.200 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L/480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro'"and TJ-BearnT"are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. WW1i DINETTE PATIO DR TJ-Beam" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E MicroIlam® LVL BEAMUSA 1111 3/4/02 2:52:35 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 7" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 54 20 0 to 7' Adds to Uniform(plf) Roof(1.25) 190 191 _ 0 to 9" Adds to Uniform(plf) Roof(1.25) 190 191 5'3"to 5'9" Adds to Uniform(plf) Roof(1.25) 470 296 5'9"to 7' Adds to Point(Ibs.) Roof(1.25) 0 652 9" Adds to Point(Ibs.) Roof(1.25) 0 652 5'3" Adds to Point(Ibs.) Roof(1.25) 0 2585 5'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 519/1468/1986 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 964/3339/4304 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4021 2921 5686 Passed(51%) Rt end Span 1 under Dead load Moment(ft-Ib) 3602 3017 11840 Passed(25%) MID Span 1 under Dead load Live Defl.(in) 0.012 0.212 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.057 0.319 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360, TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright Q2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. I o4t HEARTH RM WDW TJ-Beam" v5.55 Serial Number 700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 2:56:08 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 1 4 F21 8 Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptf) Floor(1.00) 270 101 0 to 6' Adds to Tapered(plf) Floor(1.00) 270 to 240 _101 to 90 6'to 8' Adds to Uniform(plf) Roof(1.25) 190 191 0 to 3'9" Adds to Uniform(plf) Roof(1.25) 190 191 6'6"to 8' Adds to Point(Ibs.) Roof(1.25) 0 652 3'9" Adds to Point(lbs.) Roof(1.25) 0 435 6'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1817/1500/3317 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1631 /1580/3211 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3062 2057 6318 Passed(33%) Rt end Span 1 under Floor loading Moment(ft-Ib) 5702 5040 13156 Passed(38%) MID Span 1 under Floor loading Live Defl.(in) 0.063 0.246 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.127 0.369 Passed(U694) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: L/360,TL:Lf240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and-code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro'"and TJ-Beamir`"are trademarks of Trus Joist. Microllam0 is a registered trademark of Trus Joist. * GRT RM WDW a TJ-Beam"' v555 Serial Number:700103477 2 Pcs of 1.75" x 9.5" 2.0E Microllam® LVL BEQMUSA 1111 3/4/02 3:03:57 PM Page 1 of 1 Budd Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 414 1I/ 21 of 8'6" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptf) Floor(1.00) 357 134 0 to 8'6" Adds to Uniform(plf) Roof(1.25) 430 281 _ 0 to 3'6" Adds to Uniform(plf) Roof(1.25) 190 191 3'6"to 4' Adds to _ Point(lbs.) Roof(1.25) 0 2365 3'6" Adds to Point(Ibs.) Roof(1.25) 0 740 4' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 2968/3330/6298 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2006/2199/4205 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5902 3989 6318 Passed(63%) Lt end Span 1 under Floor loading Moment(ft-lb) 12381 10910 13156 Passed(83%) MID Span 1 under Floor loading Live Defl.(in) 0.113 0.262 Passed(U835) MID Span 1 under Roof loading Total Defl.(in) 0.292 0.394 Passed(U324) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning& Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright Chi 2000 by TrL,s Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist. MicraiPam®is a registered trademark of Trus Joist. GRT RM TJ-Beam'm v5.55SerialNNumber:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 3:16:56 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 1 I /�2� L Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptf) Floor(1.00) 369 255 0 to 3' Adds to Uniform(plf) Roof(1.25) 280 105 0 to 3' Adds to Point(lbs.) Roof(1.25) 0 2788 1'2" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Microllam®LVL 3.50" Hanger 1026/2345/3372 1 11.9" Detail H1 2 Column 5.25" 4" 1041 /1602/2643 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1,A3. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top WPI411.88 No N/A No 0 -Nailing: Left(WPI411.88)-Face: N/A,Top:2-16d, Member:2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3058 1050 7107 Passed(15%) Rt.end Span 1 under Dead load Moment(ft-Ib) 2264 2078 19942 Passed(10%) MID Span 1 under Floor loading Live Defl.(in) 0.002 0.060 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) • 0.008 0.120 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-Beam TM are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. • X4410 GRT RM TJ-Beam^' v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 3:16.56 PM Page 2 of 2 Build Code.146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro T"and TJ-BeamT"are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. Iti/ * STUDY TJ-Beam"' "f.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 3:18:24 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED )- 42' 14'6" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 190 191 0 to 14'6" Adds to Point(Ibs.) Roof(1.25) 0 1320 _ 9" Adds to _ SUPPORTS: . INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Microllam®LVL 3.50" Hanger 1665/2851 /4516 1 11.9" Detail H1 2 Column 5.25" 4" 1670/1623/3292 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): H1,A3. HANGERS: Simpson Strong-Tie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top WPU3.56/11.88 No N/A No 0 -Nailing: Left(WPU3.56/11.88)-Face:4-16d,Top: 3-16d, Member:6-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4386 2654 9871 Passed(27%) Rt.end Span 1 under Roof loading •, Moment(ft-Ib) 11105 11105 24927 Passed(45%) MID Span 1 under Roof loading Live Defl.(in) 0.213 0.347 Passed(U783) MID Span 1 under Roof loading Total Defl.(in) 0.428 0.695 Passed(U390) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beam'are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. fv a � STUDY TJ-Beam"' :f.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 3:18:24 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning& Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro' and TJ-Beam"are trademarks of Trus Joist. Simpson Strong-Tie Connectors®is a registered trademark of Simpson Strong-Tie Company,Inc. Microllam®is a registered trademark of Trus Joist. ,4n 1 -40 atV, STAIRS TJ-BeamTM v5.55i Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 3:24:44 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 � in 15'2" Product Diagram Is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(ptf) Floor(1.00) 0 to 360 0 to 135 0 to 13' Adds to Uniform(plf) Floor(1.00) 280 .105 13'to 15'2" Adds to (1) Point(Ibs.) Floor(1.00) 0 3618 3" Adds to Point(Ibs.) Floor(1.00) 0 3372 12'3" Adds to Point(Ibs.) Floor(1.00) 0 4516 13' Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim,or squash blocks are required at dropped supports.The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1332/5428/6760 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 2221 /7672/9893 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 9750 9241 11845 Passed(78%) Rt.end Span 1 under Floor loading Moment(ft-lb) 20769 20769 29913 Passed(69%) MID Span 1 under Floor loading Live Defl.(in) 0.181 0.364 Passed(U962) MID Span 1 under Floor loading Total Defl.(in) 0.542 0.727 Passed(U322) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Prolect Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist. Microltam®is a registered trademark of Trus Joist. STAIRS TJ-Beam" v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 3:24:44 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product fisted above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P.Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6689 651-638-1412 Copyright(0 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-Beam"are trademarks of Trus Joist. MicrellarrZ is a registered trademark of Trus Joist. REC RM WDW TJ-Beam"' v5.55 Serial Number 700103477 2 Pes of 1.75" x 9.5" 2.0E Microilam® LVL BEc4MUSA 1111 3/4/02 3:42:13 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED r7= 8' Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(plf) Floor(1.00) 400 to 430 150 to 161 0 to 2' Adds to Uniform(plf) Floor(1.00) 430 161 2'to 8' Adds to (1) Point(Ibs.) Floor(1.00) 0 3317 3" Adds to (1) Point(lbs.) Floor(1.00) 0 3211 7'9" Adds to (1)Analysis assumes loads are passed through to support Sufficient strength full depth blocking,rim, or squash blocks are required at dropped supports. The accessories shown, at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1852/4047/5899 1 9.5" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1878/3951 /5830 1 9.5" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2414 1813 6318 Passed(29%) Rt end Span 1 under Floor loading Moment(ft-lb) 4446 4446 13156 Passed(34%) MID Span 1 under Floor loading Live Defl.(in) 0.073 0.246 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.102 0.369 Passed(U864) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. • PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright 2000 by Trus Joist,a Weyerhaeuser Business. 1J-Pro'"and 1J-Beam'"are trademarks of Trus Joist. Microltarre is a registered trademark of Trus Joist. nfitiVe REC RM WDW TJ-BeamTM v5.55 Serial Number:700103477 2 Pcs of 1.75 x 9.5 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 3:42:13 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProT"'and TJ-Beam TM are trademarks of Trus Joist. Microllarn5 is a registered trademark of Trus Joist. BSMT TJ-BeamT" v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEt1MUSA 1111 3/4/02 3:45.17 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 14'6" Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(ptf) Floor(1.00) 64 24 0 to 14'6" Adds to Point(lbs.) Floor(1.00) 0 9893 2' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Beam 5.25' 4" 753/9095/9848 1 11.9" Detail A3 1.25'LSL Rim 2 2x6 Plate 5.50" 4.25" 755/1613/2368 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 9798 9015 10661 Passed(85%) Lt end Span 1 under Dead load Moment(ft-lb) 16306 15238 26922 Passed(57%) MID Span 1 under Dead load Live Defl.(in) 0.063 0.346 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.350 0.693 Passed(U475) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). -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. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, Input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright co 2000 oy Trus Joist,a Weyerhaeuser Business. TJ-Pro"and TJ-BeamT"are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist BSMT TJ-Beam"' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 16" 2.0E Microllam® LVL BEAMUSA 1111 3/4/02 4:04:32 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=17'6" Ilk s--5'8" 11'10" Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration;15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(ptf) Floor(1.00) 490 to 400 184 to 150 0 to 5'6" Adds to Uniform(ptf) Floor(1.00) 250 _94 5'6"to 9'9" Adds to Uniform(plf) Floor(1.00) 380 143 9'9"to 13'9" Adds to Uniform(plf) Floor(1.00) 640 240 13'9"to 17'6" Adds to Uniform(plf) Floor(1.00) 490 304 0 to 2' Adds to Uniform(plf) Floor(1.00) 400 270 4'9"to 6' Adds to Uniform(plf) Floor(1.00) 360 255 15'to 17'6" Adds to Uniform(plf) Roof(1.25) 640 240 15'9"to 17'6" Adds to Point(Ibs.) Floor(1.00) 0 1130 2' Adds to Point(Ibs.) Floor(1.00) 0 1130 4'9" Adds to Point(Ibs.) Floor(1.00) 0 3021 13'9" Adds to Point(Ibs.) Floor(1.00) 0 9848 15' Adds to Point(Ibs.) Floor(1.00) 0 2643 15'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Beam 5.25" 4" 2243/-618/1625 1 16.0" Detail A3 1.25"LSL Rim 2 Column 5.25" 5.25" 5705/10361 /16066 1 16.0" Detail B3 3 Column 5.25" 4.627" 4729/13490/18220 1 16.0" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, B3. -Bearing length requirement exceeds input at support(s)3.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 17453 11328 15960 Passed(71%) Rt end Span 2 under Floor ALTERNATE span loading Moment(ft-Ib) 30608 30139 52146 Passed(58%) MID Span 2 under Floor ALTERNATE span loading Live Defl.(in) 0.042 0.384 Passed(U999+) MID Span 2 under Roof ALTERNATE span loading Total Defl.(in) 0.174 0.576 Passed(U796) MID Span 2 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. -Uplift exceeds 1000 lbs for unbalanced load. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro"'and TJ-Beam"'are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. BSMT TJ-BeamTM v5.55 Serial Number 700103477 3 Pcs of 1.75" x 16" 2.0E Microllafli® LVL BEAMUSA 1111 3/4/02 4:04:32 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright CTJ 2000 by I rus Joist,a weyernaeuser Business. TJ-Pro'"and TJ-Beam*"are trademarks of Trus Joist. Microllamt is a registered trademark of Trus Joist. r ' • . k. ' a Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE: 202277 COUNTY:Hennepin STATE:Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE:06/17/02 DATE OF PLANS:6/17/02 PROJECT INFORMATION: WILLOW VIEW MODEL-ORONO,MN COMPANY INFORMATION: RVC HOMES COMPLIANCE: Passes Maximum UA=700 Your Home=545 22.1%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 1944 44.0 0.0 43 Wall 1: Wood Frame, 16"o.c. 4177 19.0 0.0 204 Window 1: Above Grade, Vinyl Frame,Double Pane with Low-E 640 0.320 205 Door 1: Solid 50 0.140 7 Door 2: Glass 21 0.320 7 Basement Wall 1: Solid Concrete or Masonry,4.0'ht/3.5'bg/4.0'insul 272 11.0 0.0 19 Basement Wall 3: Solid Concrete or Masonry, 9.0'ht/6.0'bg/9.0'insul 144 11.0 0.0 10 Basement Wall 4: Solid Concrete or Masonry, 9.0'ht/8.5'bg/9.0'insul 900 11.0 0.0 50 Furnace 1:Forced Hot Air, 90 AFUE Proposed and Maximum U-Factor Averages Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0.320 0.370 Includes Foundation Windows>5.6 ft2 l • COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 1999 Minnesota Energy Code requirements in MECcheck Version 3.2 Release 1. Builder/Designer Date DAKE . TIME v CITY OF ORONO CALLED IN 3/-0 3 C 'co 4"-N INSPECTION NOSCHEDULED C .1.-. �-el {� PERMIT NO. it/Li-x-7,7_5— COMPLETED r r 1 ADDRESS 5O Wl l(Crini J.'' J OWNER 2 CONTR. , _ ,f' el/C-- MS . TELEPHONE NO. 76 3 11 > y(o -7 / DESCRIPTION )6I CO 4,1 4.. 01 FOOTING 1 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 3 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 14 SEWER HOOK-UP 06 PROGRESS B:EID-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO cil cc COMMENTS: ... 6' ( C , o 0 4, c_.,j 0 ,.. 4; 0 L,..W cc Q ,„,...Z W z W cc j ` fVORK SATISFACTORY:PROCEED PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPAN CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING X' PERMANENT _r O CORRECT UNSAFE CONDITION WITHIN HOURS. '' \J� ` INSPECTOR WILL RETURN ❑ PHOTO TAKEN ` `, 0 CITATION ISSUED t ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on It • Inspector. ,,--- White Copy/Inspector's File Canary Copy/Site Notice 414.., L c,-/-er 1.,/,.4 i bdi_e_Ar DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ,..-SCHEDULED 010 O MM PM PERMIT NO. 5-,3?) COMPLETED ADDRESS 3-50' G�// I(dZJ (/k D,c OWNER CONTR. gtk ka45 TELEPHONE NO. 7( 3 (- NI c3/ 3 DESCRIPTION L L ,Z---//SU/ Ch 1.4 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 F 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 • 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 i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES/ NO vim, COMMENTS: ((( L Q. CC0 , ;e 7----2:),-<4.E-64iro c ) >. cc 0 4. W cc Q W z L.L. VATISFACTORY:PROCEED ❑ PROJECT COMPLETE T WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY UO BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the n x inspection 24 hours in advance. (952) 249-4600 OwnedContr on s t Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO - CA LED IN ��� INSPECTION NOTIC� �"1 / O—SCHEDULED q ?k,) PERMIT NO. T-(1U375 COMPLETED �� ADDRESS Kr--Z w )tak ii_lle(D OWNER L'i CONTR.TELEPHONE NO. -c1) 0 R-- I,p • DESCRIPTION LL 14, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS " 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP OGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:. YES_NO o COMMENTS: cc .. cc O O cc W 43.1 ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 00 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the net inspection 24 hours in advance. (952) 249-4600 Owner/Contra • or. ite: I Inspector. v./ White Copy/Inspector's Fie Canary Copy/Site Notice DATE TIME CITY OF ORONO ���/// CALLED IN INSPECTION NOT1C SCHEDULED 7-7-0-.D• //•Oa . PERMIT NO. 3� --D COMPLETED J ADDRESS ' /- 0 `��,- (.0�� V -.c-�-} ��// OWNER i v C tfi& �-' CONTR. 0 N K' I ►( TELEPHONE NO. f . 3 (/ // G4��� 7T DESCR • •N . OOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP st 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 W a j P Alc !--- ---- O tt L,.. A il-e. -:'AA 9 i>c P'e--- ,, cc I- iti- W z W cc d Wu WORK SATISFACTORY:PROCEED IDPROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CZ 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 next inspe i1 on .4 ,ours in advance. (952) 249-4600 Own ontra• or o �: dL1� Inspector. ....iii... ,- _ .� Ari, —/r ir- Wh. =Copy/Inspector's File Canary .T (Site Notice 111 CITY OF ORONO "I- CALLED IN DATE TIME INSPECTION NOTIC.j SCHEDULED C/_/C °7"2 -‘s PERMIT NO. J. 3 �'� COMPLED ADDRESS (-) (/' Oa - .Ge'-c< OWNER CONTR. (/(L ,/1LT(S TELEPHONE NO. —7(F='_3 y l/ / 3 13 /ice f7 rim :7,sv/. DESCRIPTION 14.. 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING v Md 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL • 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LIJ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_.(Z) o COMMENTS: cc W a j O >. cc 0 U. W 4; Q W Z W CC LUVSATISFACTORY:PROCEED V ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne inspection 24 hours in advance. (952) 249-4600 Owner!Contr o si e: Inspector. White Copy/Inspector's FiI Canary Copy/Site Notice sec, DATE TIME CITY OFEC ORONO CALLED IN If-VT INSPECTION OTIC SCHEDULED 9•- ,w PERMIT NOr0 D .)3 COMPLETED ADDRESS - - ' _ti 1 1 CsL.�' ��1 G-.0 OWNERCONTR. 12-VC_ .cyryt � TELEPHONE NO. U I �-- at LC b f a`t ' E DESCRI ION C - 1 NSC -.0' TING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING ,Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION ' 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT Iv 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 OWNER/CONTRACTOR TO MEET YO YES_NO COMMENTS: ccW Q. CC Pee--c, 2). /A-- .C),/ _,_ CCb,e_7-, ./64 -,--Az_ c, . W Q 2 W z .W .:rd WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call .r the next inspection 4 • •urs n .dvance. (952) 249-4600 Owner/Contracto ' e: _ ii Inspector. 4401, --'41 „.. to Copy/Inspector's File C 'ary Copy/Site Notice DATE TIM CITY OF ORONO CALLED IN INSPECTION r)lpJiCg , i SCHEDULED 1 -- l3 ',tib �✓xf PERMIT NO. ((��''. )2 S COMPLETED ADDRESS s U Lk1 / )ev V -e ' V-- OWNER CONTR. 11- t/C )/e'n'L e4- TELEPHONE NO. "23 - X - y -2 DESCRIPTION -:;),N143l/ : 1( 1;f k. 14, 01 FOOTING 11 MECHANICAL RI 18 EX AV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS " 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 0 BD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP IQ09 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 COMM NTS: cc N Lel' -- =st _ • rfale. 14P - a ' • tdv\ o�cc k 1440S-r- b4+L --\--i,cio, LL• " - 4-T X access ria ifit AL va toL.c Q Y` AO SZ t..... e„ \.‘„,„__ cc a W ❑ ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • FORE 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 ext inspection 24 hours in advance. (952) 249-4600 Owner!Contrr site: Inspector. White Copy/Inspector File Canary Copy/Site Notice