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Home My WebLink About2004 - P07483 - new structure CITY OF ORONO PERMIT 2750 Kelley Parkway - PO Box 66 Permit Number: P07483 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 5/27/2004 SITE ADDRESS: 985 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-44-0011 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Permit Class: Building Census Code 101 Permit Type: New Structure Permit Sub-type(s): New Home-Single Family DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace irrigation Electrical(state) NOTICES/REMARKS: _1_I�1___/".____Capp,: FEE SUMMARY: Permit Fee: $ 2,589.75 Valuation: $ 385,000.00 Plan Review Fee: $ 1,701.63 State Surcharge Fee: $ 195.50 SAC Fee: $ 1,350.00 TOTAL FEE: $ 5,836.88 APPLICANT: Brenshell Homes OWNER: RVC Homes 4052 Oakland St E 1003 Twelve Oaks Circle St.Bonifacius,MN 55375 Wxzata,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. / G',h Cel/lam ISSU BY SIGNATURE Conies: 1-File(Siinitures Required), l-Applicant, 1-Monthly Reports, 1-Assessing. 1-Finance Page 1 l vv.. UI :JJPfL ifl' n . 7. -6 .. .i_. Total Fee: �, Date Received: 0-Oy Entered By: Z)7,:.. Permit #: j CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR t w ✓✓t.4/ P 1444 ivy i ✓r. QO� L, VOZIP: � .53 5 �o -4 3 OS JOB SITE ADDRESS: �,� -- NAME OF OWNER: �ca.OSA E.L.L 14/01e PHONE: (home) (work) MAILING ADDRESS: CITY: ZIP: G: i CONTRACTOR: RENSHEc-c. on► 5 PHONE: 3s1,7-`1_ 3 CONTACT PERSON: Sof G u'I.1E ,v'1 MOBILE/PAGER: 15?- 210- 9 36 7 MAILING ADDRESS: 10502DAKLAA10 CITY: ST 13o•v;FAc;u5 ZIP: S5 STATE LICENSE: # 0 7 N J 5 a 90 ARCHiTECT/ENGESEER: DFP aANarav(, 4 PE 5 r`4w PHONE: 76,3 -780 ' 3004- MAILING ADDRESS: 01/00 )50:4.7;AA.0 R SI NE CITY: St..A;ova ZIP: 551,41 NAME: 'PoN PE 41/► nJ REGISTRATION# TYPE OF WORK: New x Addition Accessory Structure - Move Remodel/Alteration_ Land Alteration PROPOSED WORK(describe In detail): IVEvV Ho IrIF Com 3 7- ,41,4/4/ /Yf4/4/ LLve ZZ STORIES: SQ.FEET OF EACH FLOOR: i PPEA LEVE L 2 14 7 NO. OF BEDROOMS: 4 GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 3 .51 a CDC)... 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 he approved plan. ,��/ u APPLICANT'S SIGNATURE\: - DATE: _ / -0/ NOTE! Parade of FXo►nes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 8 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: 9$5 W vDrz PID: DESCRIPTION OF WORK: ,j ZO,NPi TG REVIEW BY: cPQ, DATE APPROVED: 5; z^� _c K BUILDING REVIEW BY: 0 ( DATE APPROVED: s-z K FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW Yes ✓ No SEWER CONNECTION STATE SURCHARGE Yes No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes ✓ No SITEINSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: Fire Department: Post Office: School District: Lot Area: Sq.ft. Acres 1.53 Width Depth Survey Submitted: Yes ✓ No Date of Survey: c-/-Z( 01 Proposed Setbacks: Front(Lake): i p 9 Right Side: Yom.5— Rear Rear (Street): yp Left Side: (o 6 Adjacent Structures: iv het Wetland: 4/0 Building Height: Def. Hgt. 3 u Peak Hgt. 3(( Lot Coverage: 41.310pied so el-eloper a,J 641..E6 G Grading: Staff Approval Date: S-2S -°1 By: I o. Council Approval Date: Septic: Staff Approval Date: N 14 By: Zoning File: # ._ Resolution: # Resolution Date: Shoreland District: pV 0 Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 7 • BUILDING REVIEW CHECK LIST UBC: _ 12 ' 3 CONSTRUCTION TYPE: 4r-- Sq Footage $ Per Sq Ftg Basement x = 1st Floor x _ 2nd Floor x = Garage x x = TOTAL Estimated Construction Value: $ 3 43S. O CO °= Inspections Required: Work Requiring Separate Permits: Site A PIumbing Fire Hardcover Removal pc Mechanical Water Connection Footing Septic Sewer Connection x Framing Fireplace Lawn Irrigation A. Insulation (Masonry) Other _IL_Wall Board (Mfg.) Well (State Permit) Final Grading/Filling DC 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 Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd.1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2.Information required to be given individual.An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b) whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd.3. Access to data by individual.Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible.If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4.Procedure when data is not accurate or complete.An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement.The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct.Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve,some information may become public. 5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself. 6. Your full name is required to process this application or permit. I How)A 3 5r0 KE S First Middle Last 1105 Z OA c-kivQ Sr. Address ST, .6.., ;FA \A5 M,J 'CS 375 q52- yy6- /Zay City State Zip Phone I understan my rights stated above. Signature 204172 RECRMWDW � , f "` `h7Q03 B'S'c 3 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL 7 `' '" " J= rn(rM)6.10 Serial'Number 7003009804 Use::1 3/15/2004 2:18:45 PM Page 1 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 Overall Dimension:16'6" r4 L ,o &--4l3" 4 4' b 4 4 4 3"-4 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) 390.0 146.0 0 To 16'6" Adds To Uniform(plf) Floor(1.00) 390.0 281.0 11"To 6'6" Adds To Uniform(plf) Roof(1.25) 710.0 386.0 5'To 6'6" Adds To Point(lbs) Floor(1.00) 0 5959 11" - Point(Ibs) Roof(1.25) 0 3575 5' - Point(lbs) Floor(1.00) 0 10982 6'6" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1345/4397/0/5742 L1:Blocking 1 Ply 1 3/4"x 9 12"2.0E Parallam®PSL 2 Wood column 5.25" 5.25" 4510/12473/0/16983 15 None 3 Wood column 5.25" 5.25" 2719/8866/0/11585 L5 None 4 Wood column 5.25" 5.25" 2122/-750/-750/1373 L5 None 5 Wood column 5.25" 5.25" 919/590/0/1510 Li:Blocking 1 Ply 1 3/4"x 9 1/2"2.0E Parallam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Li:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 11699 -7071 8678 Passed(81%) Rt.end Span 2 under Dead loading Moment(Ft-Lbs) 9304 8105 17627 Passed(46%) MID Span 2 under Dead loading Live Load Defl(in) 0.007 0.133 Passed(L/999+) MID Span 2 under Roof ALTERNATE span loading Total Load Defl(in) 0.043 0.200 Passed(L/999+) MID Span 2 under Roof ALTERNATE span 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. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. q 85 owv;Ery DR, Cs 4/1 !t ReN/ 701 PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM copyright ® Z003 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist- WW, 204172 REC RM WDW TJ-$leam(TM)6.10 Serial Num6errr 7003009804; 3 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL User:1 3!1572004 2:18:46 PM Paget Engine Version:1.10.3 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.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright e 2003 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. �'? r 204172 REC RM FULL VIEW AViverhaeuser&rsinzs 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallarn0 PSL TJ-BeamQM)6.10 Serial Number 7003000604 User:1 3/15/2004 2:00:36 PM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I # I 11111.1 If Oa a Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):400 Live at 100%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 360.0 135.0 0 To 4' Adds To Uniform(plf) Floor(1.00) 360.0 270.0 0 To 9" Adds To Uniform(plf) Roof(1.25) 640.0 360.0 0 To 9" Adds To Point(lbs) Floor(1.00) 0 7067 9" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 1522/6926/0/8448 L1:Blocking 1 Pty 1 3/4"x 912"2.0E Parallam®PSL 2 Wood column 5.25" 5.25" 828/1255/0/2083 L1:Blocking 1 Ply 1 3/4"x 9112"2.0E Parallam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 7763 -1376 6428 Passed(21%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 3187 2847 11751 Passed(24%) MID Span 1 under Dead loading Live Load Defl(in) 0.005 0.112 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.020 0.169 Passed(L/999+) 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. 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.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business Parailam® is a registered trademark of Trus Joist. v204172 GRT RM WOW TJ-E3eam(fl)6.105eriaN�rh`e"se4 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL User 1 3!15/2004 1:50:17 PM Pagel Engine Version_1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 12' 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(ptf) Floor(1.00) 390.0 146.0 0 To 12' Adds To Uniform(0) Roof(1.25) 710.0 386.0 0 To 2'6" Adds To Point(lbs) Roof(1.25) 0 6003 2'6" - SUPPORTS: input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Tota' 1 Wood column 5.25" 5.25" 4206/6776/0/10982 L1:Blocking 1 Ply 1 314"x 11 7/8"2.0E Parallam®PSL 2 Wood column 5.25" 5.25" 2729/228010/5009 L1:Blocking 1 Ply 1 314"x 11 718"2.0E Parallam®PSL -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 10451 7943 8035 Passed(99%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 19234 18060 19902 Passed(91%) MID Span 1 under Floor loading Live Load Defl(in) 0.211 0.379 Passed(L/646) MID Span 1 under Roof loading Total Load Deft(in) 0.500 0.569 Passed(U273) 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. 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.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright @ 2003 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. 204172 DIN WDW ANICENerliaeuseroOraO4 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL 1:1-Beam(TM)6.10 Serial Number:7003009804 User 1 3/1512004 1:40:03 PM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 111 7'4"— h 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) 390.0 146.0 0 To 7'4" Adds To Uniform(plf) Roof(1.25) 640.0 240.0 0 To 3'3" Adds To Point(Ibs) Roof(1.25) 0 3575 4'6" - Point(Ibs) Floor(1.00) 0 2162 3'3" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 3245 1 382210/7067 L1:Blocking 1 Pty 1 314"x 11 7/8"2.0E Parallarr®PSL 2 Wood column 5.25" 5.25" 1988/3971/015959 L1:Blocking 1 Ply 13/4"x 11 7/8"2.0E Parailam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 6604 -4685 8035 Passed(58%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 13001 11645 19902 Passed(59%) MID Span 1 under Floor loading Live Load Defl(in) 0.043 0.224 Passed(L/999+) MID Span 1 under Roof loading Total Load Defl(in) 0.141 0.335 Passed(L/573) 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 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.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN@VISI.COM Copyright 9 2003 by Trus Joist, a Weyerhaeuser Business Parallamd is a registered trademark of Trus Joist. 204172 BED 2 WDW AWeye[(merser Business 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL TJ-Beam(rM)6.10 Serial Number:7003009804 User 1 3/15/2004 11:26:27 AM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof SlopeO/12 0 C b 7' 'i All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(psf):20.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 710.0 266.0 0 To 7' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 2555/1020/0/3575 L1:Blocking 1 Ply 1 3/4"x 91/2"2.0E Parallam®PSL 2 Wood column 5.25" 5.25' 2555/1020/0/3575 L1:Blocking 1 Ply 1 3/4"x 91/2"2.0E Parallam®PSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3256 -2319 8035 Passed(29%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 5189 5189 16321 Passed(32%) MID Span 1 under Roof loading Live Load Defl(in) 0.067 0.213 Passed(L1999+) MID Span 1 under Roof loading Total Load Deft(in) 0.094 0.319 Passed(L/815) MID Span 1 under Roof loading -Deflection Criteria:STAN DARD(LL:L/360,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ok 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 7J 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 9100 BALTIMORE ST.NE SUITE 106 BLAINE,MN 55449 Phone:(763)780-8004 Fax :(763)780-8015 DFPPLANNINGDESIGN i VISI.COM Copyright O 2003 by Trus Joist, a Weyerhaeuser Business Parallam(9 is a registered trademark of Trus Joist. 4`'..?, --- 1 rft i fide . SCREEN PORCH FOUND T�e�,,,tr s_�s ►niioozoo� 51/4" x 11 7/8" 2.0E Parallam®PSL, CCA-SL 2 19% < MC < 28% ) User:a 9/11:+0312:5136 PM Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1, 1Q' 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(pif) Fkror(1.00) 280.0 105.0 0 To 14' Adds To SUPPORTS: Input Bearing Vertical Reactions Qbs) Detail Other Width Length LhrefDeadlUptittfTotal 1 Wood column 5.50" 550" 22401976/0/3216 L1:Blocking 1 Ply 1"e-Rim Board& 2 Wood column 5.50" 5.50" 2240/976/0/3216 L1:Blocking 1 Ply 1"e-Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: maximum Design Control Control Location Shear(lbs) 3063 -2551 7352 Passed(35%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10211 10211 21495 Passed(48%) MID Span 1 under Floor loading Live Lead Dell(in) 0.197 0.444 Passed(U813) MID Span 1 under Floor loading Total Load Defl(in) 0.358 0.667 Passed(L/447) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:Lr360,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. ADDITIONAL NOTES: -IMMPORTAN The analysis presented is from re developeddevelopedby Trus Joist(TJ). TJ warrants the sizing of its products by this software will be -I accod pimendiin ons cord beenance with TJproduct criteriaand code accepted design values. The specific product application,input design loads,and 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 tative for product avality. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS ANALY S. -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® 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. #4`ieD, ~i W.I.C. r,, ,n(TM 6.05 3 Pcs of 1 3/4"x 9X12"2.t1E Parallam®PSL user.2 9/8/03 251:18 PM Pagel Engine Version:l_5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4-4 L O f 7 Product Ingram 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 Uniform(plf) Floor(1.00) 280.0 105.0 0 To 7' Adds To Uniform(plf) Roof(1.25) 140.0 173.0 0 To 9' Adds To Uniform(plf) Roof(1.25) 140.0 173.0 3'9"To 4'9" Adds To Uniform(plf) Floor(1.00) 480.0 180.0 4'9"To 7' Adds To Uniform(plf) Roof(1.25) 480.0 180.0 4'9"To 7' Adds To (1) Point(lbs) Floor(1.00) 0 4889 2" - Point(lbs) Roof(1.25) 0 705 9" Point(lbs) Roof(1.25) 0 705 3 9" - Point(Ibs) Floor(1.00) 0 4889 4'9" - -(1)Analysis assumes loads are passed through to support Sufficient strength fuN 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" 1559/8130/0!9689 Li:Blocking 1 Ply 1 3/4"20E Parallam®PSL 2 Wood column 5.25" 5.25" 3086/5120/0/8206 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) -7651 -5586 9643 Passed(58%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 11491 10692 19585 Passed(55%) MID Span 1 under Floor loading Live Load Deft(in) 0.034 0.213 Passed(1/9991) MID Span 1 under Roof loading Total Load Dell(in) 0.123 0.319 Passed(L/520) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TI- 240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o!o unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stabiliity. 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 Parallame is a registered trademark of Trus Joist. TJ-BeemcTM,e.05Serial=7'00260160. 1 3 Pcs of 1 3/4"x 91/2"2.0E Parallam®PSL liter.2 9/8103 251:20 PM Paget Engine Version:t512 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 sing 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 alt 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 t 2002 by Trus Joist, a Weyerhaeuser Business Parallam®is a registered trademark of Trus Joist. j GAR DR rraeam(1M)SOS serol Nu be,-. Business 3 Pcs off 3/4"x 11 7/8"2.0E Paratlarre PSL Pagr:2e Page 1 Engine 9/8103 238:22 PM rTHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Ear 4 10" 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) 64.0 24.0 0 To 9" Adds To Uniform(plf) Roof(1.25) 540.0 323.0 0 To 9" Adds To Uniform(plf) Floor(1.00) 480.0 180.0 9"To 2 Adds To Uniform(plt) Roof(1.25) 640.0 240.0 9'To 2 Adds To Uniform(plf) Floor(1.00) 64.0 24.0 2 To 6'9" Adds To Uniform(plf) Roof(1.25) 300.0 113.0 2 To 6'9" Adds To Uniform(plf) Floor(1.00) 480.0 180.0 6'9"To 10' Adds To Uniform(plf) Roof(1.25) 640.0 240.0 6'9"To 10' Adds To Point(lbs) Floor(1.00) 0 4905 9" - Point(lbs) Roof(125) 0 4829 2' - Point(lbs) Roof(125) 0 4829 6'9" - SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LhrdDeadlUpiiR/Total 1 Wood column 525" 5.25" 3383/11606/0/14989 Li:Blocking 1 Ply 1 314 2.0E Parallam®PSL 2 Wood column 5.25" 5.25" 42391610310/10342 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 14669 6849 12053 Passed(57%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 21993 17939 29854 Passed(60%) MID Span 1 under Floor loading Live Load Defl(in) 0.086 0.313 Passed(L1999+) MID Span 1 under Roof loading Total Load Dell(in) 0.288 0.469 Passed(Lr390) 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/e 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® 2002 by Trus Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist_ j474 GAR DR T, ,,�r,r„6.05 ', ,,�a ! 3 Pcs of 1 3/4"x 11 7/8"2.0E Parallam®PSL User Page 2 Veeiis x:;_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 Taus 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 a 2002 by Trus Joist, a Weyerhaeuser Business Parallama is a registered trademark of Trus Joist. C (f�� t GAR DR T.J. ,r,�,,,6.05 Serial Nu ` 2 Pcs of 1 3/4"x 11 7/8"2.0E Parallam®PSL UsePage e1 Engine 9/8/03 V 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED iR1 ki 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) 480.0 180.0 0 To 9'6" Adds To Uniform(plf) Roof(1.25) 480.0 180.0 0 To 9'6" Adds To Unifonn(plf) Roof(1.25) 540.0 323.0 g 6"To 10' Adds To Point(Ibs) Fioor(1.00) 0 4905 g 6" - SUPPORTS: Input Bearing Vertical Reactions(itis) Detail Other Width Length LiveiDeaditlpiiftTotal 1 Wood column 5.25" 5.25" 4999/2038/0/7037 11:Blocking 1 Ply 1 3/4"2.0E Parallamm PSL 2 Wood column 5.25' 5.25" 4791/6728/0/11519 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) -11228 5056 10044 Passed(50%) Lt.end Span 1 under Roof loading Moment(Ft-Lbs) 15708 15708 24878 Passed(63%) MID Span 1 under Roof loading Live Load Deft(in) 0.208 0.313 Passed(L1540) MID Span 1 under Root loading Total Load Deft(in) 0.299 0.469 Passed(L/376) 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 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!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 Parallam5 is a registered trademark of Trus Joist. Y/j , GAR DR T.�eeemm�,,ie.05Se "Nu"Vq! 2 Pcs c�€1 314"x 9112" 2.0E Paratlarr® PSL User:2 WM03 224:32 PM Pagel Engine Version:1.5.12 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) 64.0 24.0 0 To 10' Adds To Uniform(plf) Roof(1.25) 540.0 323.0 0 To 9" Adds To Uniform(plf) Roof(1.25) 540.0 323.0 9'To 10' Adds To Point(Ibs) Roof(1.25) 0 3503 9" - Point(lbs) Roof(1.25) 0 3503 9' - SUPPORTS: input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 933/4090 1 0 1 5024 L1:Blocking 1 Ply 1 3/4"2.0E Par-aflame PSL 2 Wood column 5.25" 5.25" 1052/3975/0/5027 L1:Blocking 1 Ply 1 3/4"ZOE Paralam®PSL -See TJ SPECIFIER'S f BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -4709 677 6428 Passed(11%) Lt.end Sparc!under Floor loading Moment(Ft-Lbs) 3836 3741 13057 Passed(29%) MID Span 1 under Floor loading Live Load Defl(in) 0.044 0.313 Passed(U899+) MID Span 1 under Roof loading Total Load Deft(in) 0.146 0.469 Passed([.1769) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:tl240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"a!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 repiesentative 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 MIICKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGNOVISI.COM Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Parallam0 is a registered trademark of Trus Joist. TitiAtlehtBONUS RM r,, „,�„„l6_� ,H„„, Bu 2 Pcs of 1 314"x 91/2" 2.0E Parallam®PSL Page 918/03 1:45:05 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:ti/fi Roof Slopetifl2 • 2 All dimensions are horizontal. Product.Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' rnmary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Uve Dead Location Application Comment Unifonn(plf) Roof(1.25) 540.0 203.0 0 To 8'8" Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 2513/990/0/3503 L1:Blocking 1 Ply 1 3/4"2.0E Paraliam®PSL 2 Wood column 5.25" 5.25' 2513/990/0/3503 L1:Blocking 1 Ply 1 3/4"2.0E Paraliam®PSL -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3250 -2509 8035 Passed(31%) Rt.end Spew'under Roof loading Moment(Ft-Lbs) 6535 6535 16321 Passed(40%) MID Span 1 under Roof loading Live Load Defl(in) 0.125 0.268 Passed(U770) MID Span 1 under Roof loading Total Load Def(in) 0175 0.402 Passed(L/552) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:t1240)_ -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"ofc 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 siting of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design value. 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 ParallamO is a registered trademark of Trus Joist. DECK 11$,E, aam(Th)6.05 ser„'Numbei 7 ,hatustrik. 2 Pcs of 1 3/4"x 91/2"2.0E Parallarr�PSL "ager. Engine Version:z � PM Page� 1512 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN . . CONTROLS FOR THE APPLICATION AND LOADS LISTED E 14`6" m 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(/.00) 160.0 60.0 0 To 1l' Adds To Uniform(plf) Floor(1.00) 60.0 23.0 11'To 14'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpfllttTotal 1 Wood column 5.25" 5.25" 1413/606/012019 L5 None 2 Wood column 5.25" 5.25" 1137/503 1 0/1640 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1930 1668 6428 Passed(26%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 6524 6524 13057 Passed(50%) MID Span 1 under Floor loading Live Load Deft(in) 0.329 0.347 Passed(L/506) MID Span 1 under Floor loading Total Load Defl(in) 0.471 0.694 Passed(L/354) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TLif240). -tiraang(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 h 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 n 2002 by Trus Joist, a Weyerhaeuser Business Parallam®is a registered trademark of Trus Joist. gild 4 seas foundTJ;Beam(TM)6.05 Serial Numb der 7002001601 2 Pcs of 1 314"x 11 7/8"2.QE Parailam()PSL "ser.z 6 233:06 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine ve�sion:l.5.,2 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slop 0112 Roof Siegel/12 14'6" All rrunensions are barium/al. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:l' 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(125) 360.0 135.0 0 To 14'6" Adds To SUPPORTS: Input Bearing Vertical Reactions{lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.25" 5.25" 2900/1182/0/4082 L5 None 2 Wood column 5.25" 5.25" 2900/1182/0/4082 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 3906 -3278 10044 Passed(33%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 13548 13548 24878 Passed(54%) MID Span 1 under Roof loading Live Load Defi(in) 0.368 0.463 Passed(L/452) MID Span 1 under Roof loading Total Load Defl(in) 0.518 0.694 Passed(L/321) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -eras irng(Lu):All compression edges(tap 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 warty 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 Bung 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. C `�tit 4 SEAS FOUND T.Beam(M0 8.0.5 Serial VM�arr�vaiacer 2 Pcs of 1 3/4"x 11 7/8"2.0E Parana/TO PSL UPage l Engine Vension:1.5.12 ser 2 828103 238.37 PMTHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS USTED L 41 . . - . ..: . -. . . . _ -.. . . ... ._ . .. TA] 1. 74 Product Dram 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) 280.0 105.0 0 To 14' Adds To (1) Point(lbs) Roof(1.25) 0 6101 3" - (1) Point(lbs) Roof(1.25) 0 4082 13'9" - -(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(Ibs) Detail Other Width Length LiveIDeid/tiptitt/Totai 1 Wood column 5.25" 5.25" 2240/703210/9272 11:Blocking Custom Blocking 2 Wood column 5.25" 5.25" 2240/5013/0/7253 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3029 -2524 8035 Passed(31%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10129 10129 19902 Passed(51%) MID Span 1 under Floor loading Live Load Deft(in) 0.256 0.334 Passed(L/628) MID Span 1 under Floor loading Total Load Deft(n) 0.362 0.669 Passed([1443) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TLU240). -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 7 8"ofc 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 ®2002 by Trus Joist, a Weyerhaeuser Business Parallame is a registered trademark of Trus Joist. I� ,/ 4 SEAS FOUND TJ.Oenm(TM)6.D5Seria ',�mber 2 Pcs of 1 3/4"x 11 7/8"2.0E ParaHam®PSL User 2 sr Z38:38 PM Page Engine Version:l.5.t2 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 True Joist(TJ). TJ warrants the sizing of its products by this software well be accomplished in accordance with TJ product design curia 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 fisted 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 ParallasS' is a registered trademark of Trus Joist. f MECH rJ (fll�s.as s ,,erial ;,", o'v1F , 3 PCs of 1 3/4"x 11 718"2.0E Parallam®PSL tiage2 604031 oPM Page i Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN n: 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(psI):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 10'4" Adds To Uniform(plf) Floor(1.00) mac) 320.0 0 To 6'3" Adds To Unifomi(psf) Floor(1.00) 760.0 320.0 9'9"To 10'4" Adds To Point(tbs) Floor(1.00) O 2090 6'3" - Point(Ibs) Floor(1.00) 0 2090 9'9" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LiveIDeadiUpfdtITota1 1 Pocket in masonry wall 3.50" 3.50" 7401 1 3885/0 1 11286 L4 None 2 Wood column 5.25" 5.25" 6059 1 5783/0/11842 L5 None -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L4,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -11155 8468 12053 Passed(70%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 27103 27103 29854 Passed(91%) MID Span 1 under Floor loading Live Load Dell(in) 0221 0.328 Passed(L/534) MID Span 1 under Floor loading Total Load Dell(in) 0.369 0.493 Passed(U321) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 2 8"a/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is rem 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 criteriaand 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 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 o 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. 4 SEAS FOUND 'X ""ss°`13"ti"� 2 Pcs of I 3/4"x II 7/8"2.0E Parallam®PSL ti peamak6 8.05 Sema(Number.7002001601 User 2 62410311,3033 AM Pagel Engine vension:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 41 14' 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) 210.0 79.0 0 To 14' Adds To (1) Point(Ibs) Roof(1.25) 0 4439 3" - (1) Point(lbs) Roof(1.25) 0 2934 13'9" - -(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 may. 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(Ibs) Detail Other Width Length Live/Dead/Upfft(Total 1 Wood column 5.50" 5.50" 1750/518810/6938 L5 None 2 Wood column 5.50" 5.50" 1750/3683/0/5433 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):15 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2380 -1982 8035 Passed(25%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7933 7933 19902 Passed(40%) MID Span 1 under Floor loading Live Load Deli(in) 0.197 0.333 Passed(11811) MID Span 1 under Floor loading Total Load Defl(in) 0.282 0667 Passed(0568) MID Span 1 under Floor loading -uenection Criteria:STANDARD(LL:U480,TLL240). -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. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPLANNINGDESIGN@VlSI.COM Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Pare/lame is a registered trademark of Trus Joist. As`,LD r#4�/_/,j 4 SEAS FOUND TJ- m(TM)6.05 Serial Number:b url irxr1601 2 Pcs of 1 314"x 11 7/8"2.0E Parallamm@ PSL USW:2 11:40:35 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 sing 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 9 2002 by Trus Joist, a Weyerhaeuser Business rarailam®is a registered trademark of Trus Joist. FRONT PORCH rJaeam Boss iN;,n er: 2 PCS of 1 3/4"x 91/2"2.0E ParaIlam@ PSL User..2 6t17A332256PM Paged Engine Version:1_5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slop=wiz Roof Siopet'12 Overall Dimenssiorm 31'6" • 9'9" d 11.3' d 6„8" 1tt" AU 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(ptf) Roof(1.25) 240.0 90.0 0 To 9'6" Adds To Uniform(plf) Roof(125) 190.0 71.0 9'6"To 29'9" Adds To Uniform(plf) Roof(1.25) 240.0 90.0 29'3"To 31'6" Adds To SUPPORTS: input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/DeadJUplift/Totai I Wood column 525" 5.25" 1199/459/0/1659 L5 None 2 Wood column 5.25" 525" 3019/1216/0/4236 L5 None 3 Wood column 5.25" 5.25" 2702 1 1083/0/3786 L5 None 4 Wood column 5.25° 5.25" 1263/491 1011754 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):15 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -2280 -1898 8035 Passed(24%) Rt.end Span 1 under Roof ADJACENT span loading Moment(Ft-Lhs) -4073 -4073 16321 Passed(25%) MID Span 1 under Roof ADJACENT span loading Live Load Deft(in) 0.070 0.315 Passed(L1999+) MID Span 1 under Roof ALTERNATE span loading Total Load Defl(in) 0092 , 0.472 Passed(0999+) MID Span 1 under Roof ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L/360,TL:L1240).Additional checks follow. -Right Overhang:(LL:0.200",TL:0.200"). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. -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 a 2002 by Trus Joist, a Weyerhaeuser Business Parallam®is a registered trademark of Trus Joist. FRONT PORCH � 1U-team ,,)ff6. , uf,�Wl. , 2 Pcs of 1 3/4"x 9112"2.0E Parallafr>®PSL Page 2 Engine Version:2�PM t5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Ergine ,.5.,2 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 represerdative 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 rarallam® is a registered trademark of Trus Joist. FRONT PORCH TJ-Beamcru 6.0.5 Salta 3 Pcs of 1 314e.x 18"2.0E Parallam®PSL Page 1 EV1Engine THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget EngFna Veisron:1.5.12 CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 4 }1 11 21, r Product Diagram is Conceptus. LOADS: Analysis is for a Header(Flush 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) 70.0 26.0 0 To 9'8" Adds To Uniform(pif) Floor(1.00) 50.0 19.0 g 8"To 20'8" Adds To Uniform(plf) Roof(1.25) 710.0 386.0 0 To 6'3" Adds To Uniform(pIf) Roaf(125) 710.0 386.0 14'S'To 20'8" Adds To Uniform(plf) Roof(1.25) 90.0 34.0 0 To 20'8" Adds To Point(Ibs) Roof(125) 0 4599 6'3" - Point(lbs) Roof(125) 0 4599 14'6" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Microllam LVL beam 5.25' Hanger 6431/8043/0/14474 1 18.00" N/A H1:Face Mount Hanger None 2 Microllam LVL beam 5.25" Hanger 6299/8031/0/14329 1 18.00" N/A H1:Face Mount Hanger None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger HANGERS:Simpson Strong Tie®Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood flanges Offset Slope Species 1 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A 2 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 13861 11760 22838 Passed(51%) It end Span 1 under Roof loading Moment(Ft-Lbs) 58974 58974 81872 Passed(72%) MID Span 1 under Roof loading Live Load Defl(in) 0.338 0.495 Passed(1/702) MID Span 1 under Roof loading Total Load Defl(n) 0.943 0.990 Passed(1/252) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:L1480,TL:L240). -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. PROJECT INFORMATION: OPERATOR INFORMATION: TERRY MIKKELSON DFP PLANNING&DESIGN 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :763-780-8015 DFPPiANNINGDESIGN@VISI.COM Copyright 0 2002 by True Joist, a Weyerhaeuser Business Parallame and Microlle are registered trademarks of Trus Joist. Simpson Strong-Ties Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. i ) FRONT PORCH r�e�mc�,,,6.� "k` ,�, 3 Pcs of 1314"x 18" 2.0E Parailar ®PSL User t PM Pagee2 Engine Version:4..55.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Eng 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 bads 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 9100 BALTIMORE ST BLAINE,MN 55449 Phone:763-780-8004 Fax :753-780-8015 DFPPLANNINGDESIGN@VISLCOM Copyright ®2002 by True Joist, a Weyerhaeuser Business Parallam%and Microllam®are registered trademarks of Trus Joist. Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 4 SEAS PORCH furgeamcrM,e.asSte, Wawba i ,„ 2 Pcs of 1 314"x 91/2"2.11E Parallame PSL User:2 8117/082:34:51 PM Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:*112 Roof Stopet1/12 511 11. All 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(ptf) Roof(/.25) 34(10 128.0 0 To 11' Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live!DeadillpiiitfTotal 1 Wood column 5.25" 5.25" 2090/844/0/2934 L5 None 2 Wood column 5.25" 5.25" 2090/844/0/2934 L5 None -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2767 -2278 8035 Passed(28%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 7177 7177 16321 Passed(44%) MID Span 1 under Roof loading Live Load Deft(in) 0.216 0.346 Passed(1/577) MID Span 1 under Roof loading Total Load Deft(in) 0.303 0.519 Passed(U411) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:1J360,TL1240). -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 c ontlouous 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 DFPPLANNINGDESIGN@VISI.COM Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist_ t.n41-41rivar MAST BATH WDW rceeamf s.o�ss,ra;mm,6eraioozoo�, m 2 Pcs of 1 314"x 91/2"2.0E Paralla ®PSL UFA 26/1 � � Page 1 Engine Version:5.5.12� ,. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:*112 Roof Slopeni12 rio All 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(125) 710.0 286.0 0 To 8'10" Adds To SUPPORTS: Input Searing Vertical Reactions(lbs) Detail Other Width Length LiveiDeadlUpliftfiotai 1 Wood column 525" 5.2 3313 1 1287/0/4599 L5 None 2 Wood column 5.25" 5.25' 3313/1287/0/4599 L5 None -See TJ SPECIFIER'S 1 BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 4274 -3319 8035 Passed(41%) Rt end Span 1 under Roof loading Moment(Ft-Lbs) 8771 8771 16321 Passed(54%) MID Span 1 under Roof loading Live Load Defi(in) 0.175 0.274 Passed([1563) MID Span 1 under Roof loading Total Load Deft(in) 0.243 0.410 Passed(L/405) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LLL/360,TL:11240). -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. -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 DFPPLANNINGDESIGN V1SI.COM Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business rarallam®is a registered trademark of Trus Joist. � J ( MAST BED WDW be''a802 Pcs of f 3/4"x 11 7/8"�.OE ParailarePSLTJReam( M)8.05 Serial Number 70C/2001801 1 , User.2 8t17/03 1:56:34 PM Pagel Engine Version:1-5_12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION_AND-LOADS LISTED Member Slope:01'12 Roof Slope0t12 I 11'6— All dimensions are horizontal. _ Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Roof(pot):40.0 Live at 125%duration;15:0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plt) Roof(1.25) 710.0 266.0 0 To 11'6" Adds To SUPPORTS: input Bearing Vertical Reactions(lbs) - Detail-)Other Width Length LiveiDead/Upli twat 1 Wood column 5.25" 5.25" 4313/1690 10 l 6003 L5 _ None 2 Wood column 5.25"_ 5.25" 4313 116901_01_60(33_ _ L5_ None -See TJ SPECIFIER'S 1 BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control--Control•--- Location Shear(lbs) 5677 -4513 10044- Passed(45%)' Rt-end Sparr i-under Roof loading Moment(Ft-Lbs) 15433 15433 24878 Passed(62%) MID-Span tuncterRoo,loading Live Load Deft(in) 0.272 0.363- Passed(11479)- MID Span 1"totter Rdbf4oading Total Load Deft(in) 0.379 0.544 Passed(1/344) MID Span-tnnder~Roofioading -Deflection Criteria:STANDARD(LL:LJ360,TL:L1240). -Bracing(Lu):All compression edges(top and bottom)must bebracedat 2 fr_olc,untessdetailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. _ -Uesign 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 wilt be accomplished in accordance with TJ product design criteria and code accepted-design-values.-The specific product application,-input'design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by_a TJ Associate. __ -Not all products are readily available. Check with your supptieror-TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION ypill5 THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code I IB('analyzing the_TJ Dishibution product rated above. -Note:See TJ SPECIFIER'S 1 BUILDER'S GUIDES for muNiple 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 DFPPLANNINGDESIGNQVIS1.COM Copyright a 2002 by Trus Joist, a Weyerhaeuser Business __ Parallam0 is a registered trademark of Trus Joist. --- - - - - - - jlll4f DORMER WDW 2 Pcs of 1 3/4"x 91/2" 2.4E Paraflame PSL iJ m(110)6.05 Serial Number 7102001511( User 2 6/17/03 1:51:47 PM Page1 Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR-THE APPLICATION-AND-LOADS LISTED Member Slope:0/12 Roof Slope01l2 W tM AU dimensions are horizontal Product Diagram is Concepttrel. LOADS: Analysis is for a Drop Beam Member. Tributary Load Waith:1' Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead Vertical Loads: ype Class Live Dead Location- Application-.Comment Unitorm(plt) Roof(125) 540.0 203.0 0 To 8'8" Adds To SUPPORTS: input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 525" 5.25" 2513/990/013503 L5 -— None 2 Wood column 525" 5.25" 251319901013503 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control--Control- Lecation Shear fibs) 3250 -2509 8035 Passed(31%y- Rt.-end Sparrt under Roof loading Moment(Ft-Lbs) 6535 6535 16321- Passed(40%) MID-Span 1-littlerRoof loading Live Load Dell(in) 0.125 0268 Passed(U770)- MID Spn 1 Cinder Roof loading Total Load Deft(in) 0175 0.402 Passed-(L 552) MID Sparrt uixgr Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:L240). - -Bracing(Lu):All compression edges(top and bottom)mustbebraced at2.8" otherwise. Proper attar nentand 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 eofware-developed by Trus-. NF1). -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 bye 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 UBCanalyzing_the.TJ-Distribution product fisted 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.C OM Copyright ®2002 by Trus Joist, a Weyerhaeuser Business Pazallam0 is a registered trademark of Trus Joist- - - - COPY / Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE: 204172 COUNTY: Hennepin STATE:Minnesota ZONE:2 CONSTRUCTION TYPE: Single Family DATE:03/23/04 DATE OF PLANS: 3/15/04 PROJECT INFORMATION: MODEL LAftWILLOW VIEW 9$$ 4-0.40 "EW ORONO,MN COMPANY INFORMATION: BRENSHELL HOMES COMPLIANCE:Passes Maximum UA=784 Your Home=613 21.8%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 2048 44.0 0.0 45 Wall 1: Wood Frame, 16"o.c. 4699 19.0 0.0 236 Window 1: Above Grade, Vinyl Frame,Double Pane with Low-E 559 0.370 207 Door 1: Solid 78 0.140 11 Door 2:Glass 40 0.370 15 Door 2: Glass 24 0.370 9 Basement Wall 1: Solid Concrete or Masonry, 9.0'ht/8.5'bg/9.0'insul 801 11.0 0.0 44 Basement Wall 3: Solid Concrete or Masonry,4.0'ht/3.5'bg/4.0'instil 212 11.0 0.0 15 Basement Wall 4: Solid Concrete or Masonry,6.0'ht/5.5'bg/6.0'instil 120 11.0 0.0 8 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 683 30.0 0.0 23 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 0.370 0.370 Includes Foundation Windows>5.6 ft2 Floors Over Unconditioned Space 0.033 0.033 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 1999 Minnesota Energy Code requirements in MECcheck Version 3.2 Release 1. Builder/Designer Date DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE, SCHEDULED 10-7-0Y a% PERMIT NO. /0 7 g3 COMPLETED ADDRESS 9.?5 Cv///d cL Vie6,3 OWNER CONTR. 6t- CC TELEPHONE NO. 6/2. 2-$ 2.- 5ss3 J DESCRIPTION 'L'UAJa 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 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 14.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: cc Q. CC r),0 W cz W CC WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE LI CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours in advance. (952) 249-4600 Owner/Contra • r side: Inspector. q, White Copy/Inspector's Fil Canary Copy/Site Notice TE OTIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED /3//01 '-ZO PERMIT NO. pCOMPLETED ADDRESS 95 /( c% D OWNER CONTR. /;12-C--,14--A-e--(2--12 TELEPHONE NO. 3 DESCRIPTION �fI, /L LL, 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 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 o COMMENTS: cc Q. ccO kfb CC CC Q WCC ORK SATISFACTORY:PROCEED El PROJECT COMPLETE W 0 CORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL 0 ARRANGE ACCESS. Call for '..ext• -pection 24 hours in advance. (952) 249-4600 Owner/Contra. :•n sit• Inspector. err White Copy/Inspector's File Canary Copy/Site Notice � SDA TIME I CITY OF ORONO s�- CALLED IN /, INSPECTION NO,ZI�v, SCHEDULED t0 -D q moo PERMIT NO. 4)/1/04)COMPLETED ADDRESS 1q�85 Piet, OWNER CONTR. /� TELEPHONE NO. e' '2 2d Z 5Pr3 DESCRIPTION W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti 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: cc Q. CC O CC LIO W CC W W CC d WCC WORK SATISFACTORY:PROCEED ElPROJECT COMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY C ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CISTOP 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/Contra.1 • •n site: Inspector. White Copyllnspect 's File Canary Copy/Site Notice DATETIME V CITY OF ORONO CALLED IN 2- 13 INSPECTION NOTICE SCHEDULED /2-2- 'oil �j�op/'6( PERMIT NO. y L�-7K�,,31l COMPLETED ADDRESS q 2-J` Gc)/ I�o-71) l e-C4) uiC, OWNER CONTR. &% 5L-r/ TELEPHONE NO. 9 5--, -/O - /nf e 7 7 DESCRIPTION • '1.--'-'4. C_O IQ 01 FOOTING / 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING c 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WAL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 41110111W 14 SEWER HOOK-UP 06 PROGRESS 1, 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ct IQ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL ' OWNER/CONTRACTOR TO MEET YOU:_YES_NO rs co COMMENTS: <� - at ll A"wt c TSS ` "�t tT \ ' CC• PeSo/3 ✓/ o po S)7 2 1t,( ✓ Q7 7G/5 JVD Nec,1"- z Po75$Z Me- • / W Po 7790 P ✓ 2 WORK SATISFACTORY:PROCEED PROJECT COMPLETE W 1:1CORRECT WORK&PROCEED 11ISSUE CERTIFICATE OF OCCUPANCY O ElCORRECT WORK,CALL FOR REINSPECTION ,., d,\ , TEMPORARY ✓ BEFORE COVERING41kPERMANENT ay ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN �/�q 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 OwnerlContra� o�te: Inspector. ‘\/.0.4.4i White Copy/Inspector's he CanaryCopy/Site Notice