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2001 - P04198 - new structure
r . - PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway- PO Box 66 P04198 Crystal Bay, Minnesota 55323 Permit Type: New Structure (952) 249-4600 Date Issued: 8/24/2001 SITE ADDRESS: 810 Willow View Dr Long Lake,MN 55356 PID: 28-118-23-44-0012 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Permit Class: Building Census Code 101 Permit Type: New Structure Permit Sub-type(s): New Home- Single Family DETAILS: Approved per resolution#: Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection irrigation Eiectricai (state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 2,757.75 Valuation: $ 415,000.00 Plan Review Fee: $ 1,810.83 State Surcharge Fee: $ 210.00 SAC Fee: $ 1,150.00 TOTAL FEE: $ 5,928.58 APPLICANT: RVC Homes OWNER: RVC Homes 15500 Wayzata Blvd. 15500 Wayzata Blvd. 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. 14114/J-) APPLICANT PERMITEE SIGNATURE /ISSUED BY SIGNATURE Copies: 1-File(Signitures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 ri Total Fee: $ _ L* Date Received: '3 " Entered By: Permit #: /!\'‘c; 1 I( 1 , / CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER O' CONTRACTOR !• JOB SITE ADDRESS: e .1pIP: NAME OF OWNER: S PHONE: (home) (work) MAILING ADDRESS: CITY: ZIP: CONTRACTOR: 12.-q(-- PHONE: q z-4-13-(0-/ CONTACT PERSON: MOBILE/PAGER: 7k,3-/�-c/ 4,71 MAILING ADDRESS: Scao L,,,,L.,2. k- o wUta CITY: - ZIP: S'c--- S j STATE LICENSE: # —7(0 S ir-- ARCHITECT/ENGINEER: )F P ��.� , ,,4 (1( ,,,,, PHONE: LSI -(,JC (.moi MAILING ADDRESS: /..h 7 CITY: p,�.;,Lr tins ZIP: 5—c f l Z NAME: ? - .v' REGISTRATION# TYPE OF WORK: Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): 1�, .� ,�s .,,\ STORIES: 2 SQ.FEET OF EACH FLOOR: �2 T NO. OF BEDROOMS: GARAGE STALLS: ATT. 4-- DET. ESTIMATED CONSTRUCTION VALUATION(excluding land): $ )5 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: n �/ DATE: NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. 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U v .-5:-.'.° .= 0 o b o:'.Zr. 3 tu E .C, L. d r E d l U O d ° U d d�♦� ,„ t \ V z u Cs y ti "-01 0' y ofi, y '.�. 0..3. a6"1-., ..8 U E 0 y i�fi ofi r o ,, $ Zs o f 'Ob qo o `,1; f �y� Y o b ° ':,,Ti fi O ~ y � � � CO tG '� b A' •ii. n a. o y (� �7 Cq b co .-• '34 "ei , 1, t „.... ;7* C,) ''.1 t'''' � O? o N A y c„ k to 0 oo O N b ` f' :Tl c4 ti c:,,, ^? ogi Q a o 0 0 0 0 VRA CI R N b v1 b c tTi C CO tAl 1.- 031vi o Q al O bb b d O ~ �,3 t .-- --1 .:-.1 k. � � bb ti b J El. ---, i t-rin (-) tzi h c,..' r, -s. t b b ce N N W %,,) i os BUILDING REVIEW CHECK LIST UBC: i ' 3 CONSTRUCTION TYPE: V/1-) Sq Footage $Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ H 15,0 00 fit' Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal D( Mechanical 01, Water Connection X.Footing Septic pc Sewer Connection a<Framing p& Fireplace oG Lawn Irrigation �( Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) Final Grading/Filling Electrical (State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMIT): 33 HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000' EXISTING HARDCOVER IN ZONE A. House x = S.F. Length Width x = S.F. x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Landscape x = S.F. Underlain x = S.F. By Plastic x = S.F. Or Fabric G. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE • - S.F. B A — B x100 = % PROPOSED HARDCOVER IN ZONE A. House 1.4 5 x —IC) = 315 d S.F. Length Width x = S.F. x = S.F. x = S.F. B. Garage NwA- x = S.F. C. Driveway 2 5- x `ib = ('1 N S.F. , (( x = S.F. D. Sidewalk 1I x = 1 o S.F. x = S.F. E. Patio/Deck ( II x 12 = 1(- J S.F. x = S.F. F. Landscape 2- x /7,A3 = 2�, S.F. Underlain x = S.F. By Plastic x = S.F. Or Fabric G. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B A 5—(475 ± B 0146 x100 = li . L 1 % 24 HY- LAND SURVEYING , P .A. ORUNO Copy r LAND SURVEYORS lo3sc Proposed Top of Block INVOICE NO. 22,393-2 2,09 _372 8700 Jefferson Highway F.B. NO. 40' 1 c'33-‘ Proposed Garage Floor Osseo, Minnesota 55369 SCALE 1��= 102.-?bS PHONE (763)493-5761 0 Denotes Iron Monument Proposed Lowest Floor FAX (763)493-5781 Type of Building - Oururgurs etrtifirult 0 Denotes Wood Hub Set For Excavation Only da,`K•o J- - NOTE: PROPERTY CORNERS x000.0 Denotes Existing Elevation N Oven E7CtCagt "-c) SET BY DEVELOPERS SURVEYOR Denotes Proposed Elevation I -4— Denotes Surface Drainage W — `$ E R.V.C. HOMES Property Located In Part Of Sec. 28. Twp. 118, R. 23. 1 S . -22.67, POND / r..._. EDGE of CITY O1 RONO P°Nn- 1023.1 ,i pt SITE PLAN GRADING PLAN cio o-APPROVED-h" I3 APPROVED WITH REVISIONS ass J DISAPPR yyt.._ \ Y DATE 6-z---›-.4 ‘ —S \ \ 51 \ \_ i CE orkl/ ).\S/ E I—� E,4E41 HT\ \''> ----- -11 110 I , I i I )►027.2 I1026.9 M I .:. I 4?•. z I 1 . c 1029,5 1028.9 I A 102.8,2 1030,2 ° 15.0 :. .r_ �o'_o^og 15.0 ° la 44.08 I oidk. 22'-6• • I 'I, 9.6 0 + j 41 --- 2E'-4• N PROPOSED.: I 9.g1/441 RESIDENCE ,jo28,'' 35.5 I. Q / to-o•o` i,--`,r! i ��`►6M a b o a • I. • 1028.°1 ;;,k l0 'I �� /-6-7:'•0-- 27'-2` lo'LB,S i'28 t• • 15.0 ° .. { / /'mc 14- 1028,5 f, Tor IRo►J- *r,, I / lO213.35 %< 1030.14, ?,; Ji / 1035'.0 ;• \\ , / / Q0i-UNn,hO�►S I1 / o 11 ii 1\ ,.'•4 / ?0..T I / ,3 � I, _ / 0 1023,0 i �- __ / I L_L..86.21— •`` - • • toz.1.4`.,,: E0B.- E0B- — �` R --83.29-- - ''7.57 102.5.25 1024.63 *a Eta- Eo8.- 1024.17 10 25.1 to OUTLOT A LOT I, BLOCK 2, WILLOW VIEW 1 The only easements shown ore from plots of record of information provided by client. I hereby certify that this survey was prepared by me or under my direct supervision, and that I am a duly Registered Land / Surveyor under the laws of the State of Minnesota. Signed Surveyed by us this 7_ TH day of AUGUST , 20 01 Milton E. Hyland, Minn. o. 20262 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED ��i'3:+ ` A444 PERMIT NO. COMPLETED ADDRESS (0 k U.( LL) tLW (D2- OWNER CONTR.( UC TELEPHONE NO. 19 `'7 L 7 g I D DESCRIPTION 011N6- 1-. I 01 FOOTING 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 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 44 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 W Q. O 47, fru-1r' O W Q 2 W z W LcLcJ /QN ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY • 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY • BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED 0 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 site: Inspector. , �& White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �tti:II ES" PERMIT NO. I l I l // COMPLETED 4 2 1 . -- • ADDRESS ?> O Zi)i (((/Lti 0 OWNER CONTR. j've- TELEPHONE NO. ?S_ )._ (-(7?2 ip-7 - / DESCRIPTION /L4 /54- 2 c F fS u 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS C/ I • • ON 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL B. 12 WATER HOOK-UP 17 SITE INSPECTION Q 0 AL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W ` 09 PLUMBING RI 23 SEPTIC FINAL L /� 35 HARD COVER REMOVAL v 10 PLUMBING FINAL �p V ^ 36 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_t/NO 1` (-- o COMMENTS: CC W CC 0 >. CC 0 W CC Q W Z W CC d CC kV.RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ■ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con rraactor on site: Inspector 1 c4i, i White Copyllnspector's File Canary Copy/Site Notice \i / DATE TIME V CITY OF ORONO ✓ CALLED IN INSPECTION NOTI 1 I � SCHEDULED _ _ ..I PERMIT NO. COMPLETED s '2. e3& ADDRESS :SI() Cu) / II (,Lo ye f��- e v OWNER CONTR. r- /-7filS TELEPHONE NO. I.-e - - 7 DESCRIPTION /-- ( ttL h O+( ) u 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT ✓ 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q 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 col CO MENTS: l • I ,� ,e'��; /r e Sl''p /) C ' )/i t/t G1�1 / l,�.J -T) ice ,,_4 ,-,-- Lcc12) tk / ;,t. 4- /i),6 , W 4; Q I /W 'J' OAK SATISFACTORY:PROCEED )0ROJECT COMPLETE `CC ORRECT WORK&PROCEED / ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner!Contr t r on site: Inspector./; -' 0a.,41•J White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI /`; �? SCHEDULED PERMIT NO. ! 1 �( COMPLETED -�? — ADDRESS '/.0 Lt) / If U GLS i/e C(., OWNER jj CONTR. / / `ii eV t//Yts TELEPHONE NO. ( I)- , �tL - 7 t; DESCRIPTION k f (, c LL tyi 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 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 • 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 Li 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: W O CC O U- W CC W W CC W .'`W1.RK SATISFACTORY:PROCEED 0 PROJECT COMPLETE ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector•.��'��a c White Copy/Inspector's File Canary Copy/Site Notice J S� efir 201379 GAR DR hcileiTJ-Beamn' m v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microlla ® LVL R It ,,Y' 4 L BEAMUSA 1111 8/7/01 12:52:25 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 POLii 10. All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125%duration;15 Dead;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 1140 428 0 to 4' Adds to Uniform(plf) Roof(1.25) 180 68 4'to 10' Adds to Point(Ibs.) Roof(1.25) 0 5751 3'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 4244/5294/9537 1 11.9" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 1796/2842/4638 1 11.9" Detail R1 SB Shear Blocking -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 9027 7205 9871 Passed(73%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 21372 21372 24927 Passed(86%) MID Span 1 under Roof loading Live Defl.(in) 0.113 0.312 Passed(U997) MID Span 1 under Roof loading Total Defl.(in) 0.346 0.469 Passed(U325) 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-BeamTM is a trademark of Trus Joist. Microllarn®is a registered trademark of Trus Joist. 435:41 ''f �] 201379 GAR DR TJ-Beam''' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 16" 2.0E Microllam® LVL BEAMUSA 1111 8/7/01 12:55:28 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 l� I 19' 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) 570 214 0 to 19' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 5.25" 5795/2396/8191 1 16.0" Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" 5795/2396/8191 1 16.0" 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) 7921 6664 19950 Passed(33%) Lt.end Span 1 under Roof loading Moment(ft-lb) 36389 36389 65183 Passed(56%) MID Span 1 under Roof loading Live Defl.(in) 0.472 0.613 Passed(U467) MID Span 1 under Roof loading Total Defl.(in) 0.667 0.919 Passed(U331) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-BeamTM is a trademark of Trus Joist. Microllam®is a registered trademark of Trus Joist �� 0 WirI CcotJ�/i Multi-Loaded Beam(AISC 9th Ed ASD Ver: 5.04 By: Jeff Johnson , DFP PLANNING& DESIGN on: 08-07-2001 : 1:00:31 PM Project: 201379-Location: GAR DR Summary: A36 W12x45 x 19.0 FT Section Adequate By: 6.4% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.33 IN Live Load: LLD-Center= 0.23 IN =U971 Total Load: TLD-Center= 0.57 IN=U400 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 9182 LB Dead Load: DL-Rxn-A= 8227 LB Total Load: TL-Rxn-A= 17409 LB Bearing Lenqth Required (Beam only, Support capacity not checked): BL-A= 1.25 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 8158 LB Dead Load: DL-Rxn-B= 10513 LB Total Load: TL-Rxn-B= 18671 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.25 IN Beam Data: Center Span Length: L2= 19.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 19.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 19.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 45 PLF Total Load: wT-2= 45 PLF Point Load 1 Live Load: PL1-2= 0 LB Dead Load: PD1-2= 5733 LB Location (From left end of span): X1-2= 9.25 FT Point Load 2 Live Load: PL2-2= 0 LB Dead Load: PD2-2= 5640 LB Location (From left end of span): X2-2= 14.25 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 1140 PLF Left Dead Load: TRD-Left-1-2= 428 PLF Right Live Load: TRL-Riqht-1-2= 1140 PLF Riqht Dead Load: TRD-Right-1-2= 428 PLF Load Start: A-1-2= 0.0 FT Load End: 8-1-2= 9.5 FT Load Length: C-1-2= 9.5 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 180 PLF Left Dead Load: TRD-Left-2-2= 68 PLF Right Live Load: TRL-Riqht-2-2= 180 PLF Right Dead Load: TRD-Right-2-2= 68 PLF Load Start: A-2-2= 9.5 FT Load End: B-2-2= 14.0 FT Load Length: C-2-2= 4.5 FT Trapezoidal Load 3 Left Live Load: TRL-Left-3-2= 1140 PLF Left Dead Load: TRD-Left-3-2= 428 PLF Riqht Live Load: TRL-Riqht-3-2= 1140 PLF Right Dead Load: TRD-Right-3-2= 428 PLF Load Start: A-3-2= 14.0 FT Load End: 8-3-2= 19.0 FT Load Lenqth: C-3-2= 5.0 FT Properties for: W12x45/A36 Yield Stress: FY= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.06 N Web Thickness: tw= 0.34 N Flanqe Width: bf= 8.05 N Flanqe Thickness: tf= 0.57 N Distance to Web Toe of Fillet: k= 1.25 N Moment of Inertia About X-X Axis: Ix= 350.00 N4 Section Modulus About X-X Axis: Sx= 58.10 N3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.15 N Design Properties per AISC Steel Construction Manual: R,o (A1110 t,J V, " Page: 2 Multi-Loaded Beam'.AISC 9th Ed ASD Ver: 5.04 By: Jeff Johnson , DFP PLANNING & DESIGN on: 08-07-2001 : 1:00:31 PM Project: 201379-Location: GAR DR Flange Buckling Ratio: FBR= 7.00 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 36.00 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 19.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 8.49 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= 17.76 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 14.47 KSI Allowable fb per ASD Eqn F1-7: F1-7= 15.12 KSI Allowable fb per ASD Eqn F1-8: F1-8= 20.19 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 21.33 FT Allowable Bending Stress: Fb= 20.19 KSI Web Height to Thickness Ratio: h/tw= 32.57 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: hltw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 91828 FT-LB 9.31 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 97743 FT-LB Controlling Shear: V= 18671 LB 19.0 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 58177 LB Moment of Inertia(Deflection): Ireq= 209.75 IN4 1= 350.00 IN4 g`10 l.J 11") V, e,tij Multi-Loaded Beam[AISC 9th Ed ASD Ver:5.04 By:Jeff Johnson, DFP PLANNING&DESIGN on:08-07-2001 Project 201379-Location: GAR DR Summary: A36 W 12x45 x 19.0 FT Section Adequate By:6.4% Controlling Factor: Moment SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown:Controlling Shear/Moment/Deflection Diagrams 20000 IN-- 17409 lbs @ 0 ft . 10000- Shear (lbs) 0 -10000 -20000 - -18672 lbs @ 19 ft 100000 ' 91828 ft-lbs @ 9 ft 50000 Moment --_- (ft-lb) 0 ----- -50000-50000 -100000 -.7 -.35 Deflection (in) 0 – .35 .7 -1— .569 in @ 9.5 ft Center Span = 19 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment Critical moment created by combining all dead loads and live loads on span(s)2 Deflection:Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM P1 P2 I Ir i 1 . , , i TR1 TR2 TR3 A B r Center Span = 19 ft Reactions Ego CO :\ Vi' .► Page 2 Live Load Dead Load Total Load Uplift Load A 9182 Lb 8227 Lb 17409 Lb 0 Lb B 8158 Lb 10513 Lb 18671 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Self Weight Total Load W 0 Plf 0 Plf 45 Plf 45 Plf Trapezoidal Loading Left LL Left DL Right LL Right DL Load Start Load End TR1 1140 Plf 428 Plf 1140 Plf 428 PIf 0 Ft 9.5 Ft TR2 180 PIf 68 PIf 180 Plf 68 PIf 9.5 Ft 14 Ft TR3 1140 Plf 428 Plf 1140 PIf 428 Plf 14 Ft 19 Ft Point Loading Live Load Dead Load Location P1 0 Lb 5733 Lb 9.3 Ft P2 0 Lb 5640 Lb 14.3 Ft gi © 201379 HEARTH RM PATIO TJ-Beam''" v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microliam® LVL BEA.I.:USA 1111 8/7/01 1:16:54 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 -11 • 10'4" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration; 15 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 180 188 0 to 10'4" Adds to Point(lbs.) Roof(1.25) 0 7196 3' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 1137/6312/7449 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1137/3100/4237 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) 7313 6006 7107 Passed(85%) Lt.end Span 1 under Dead load Moment(ft-lb) 18085 16009 17948 Passed(89%) MID Span 1 under Dead load Live Defl.(in) 0.052 0.324 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.314 0.485 Passed(U370) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business, TJ-Pro'*'and TJ-BeamTm are trademarks of Trus Joist. Microllarrt®is a registered trademark of Trus Joist. ? i 0 R ( CSIA) VaLw e ? 201379 HEARTH RM WDW TJ-Beare " v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 8/7/01 1:22:25 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 f I 421 13'6" 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(plf) Floor(1.00) 440 165 0 to 13'6" Adds to Uniform(plf) Roof(1.25) 180 188 0 to 1'9" Adds to Uniform(plf) Roof(1.25) 180 188 4'6"to 11'9" Adds to Point(Ibs.) Roof(1.25) 0 248 1'9" Adds to Point(Ibs.) Roof(1.25) 0 248 4'6" Adds to Point(Ibs.) Roof(1.25) 0 495 11'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 4054/2624/6678 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 4046/2721 /6768 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) 6556 4995 11845 Passed(42%) Rt.end Span 1 under Floor loading Moment(ft-lb) 21107 18158 29913 Passed(61%) MID Span 1 under Floor loading Live Defl.(in) 0.284 0.429 Passed(L/543) MID Span 1 under Roof loading Total Defl.(in) 0.467 0.644 Passed(U331) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 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-BeamTM'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. ? Dc (f1/3 VL e'(A) � 1 201379 LAUND TJ-BeamTM v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 8/7/01 1:32:44 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4- 1,� i21 13' 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(psf) Roof(1.25) 100 38 0 to 13' Adds to Uniform(plf) Roof(1.25) 180 188 0 to 6' Adds to Uniform(plf) Roof(1.25) 590 356 6'to 13' Adds to Uniform(plf) Floor(1.00) 240 90 0 to 13' Adds to Point(Ibs.) Roof(1.25) 0 2434 6'2" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 4326/3808/8133 1 11.9" Detail A3 1.25"LSL Rim 2 Microllam®LVL 5.25" 2.413" 5824/4329/10153 1 11.9" Detail H1 -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Right Top NONE FOUND No N/A No 0 DEIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 9503 8032 14807 Passed(54%) Rt.end Span 1 under Roof loading Moment(ft-Ib) 30382 30382 37391 Passed(81%) MID Span 1 under Roof loading Live Defl.(in) 0.300 0.306 Passed(U489) MID Span 1 under Roof loading Total Defl.(in) 0.591 0.613 Passed(U249) 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 m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. )IU w V� �eht 201379 LAUND PetTJ-Bezrm' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAM JSA 1111 8/7/01 1:32:44 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 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-ProTh and TJ-Beam^"are trademarks of Trus Joist Microllam®is a registered trademark of Trus Joist. �1 \\ V �� � 201379 HUTCH SPACE TJ-Beam v5.55 Serial Num " mter:700103477 3 Pcs of 1.75" x 18" 2.0E Microllam® LVL BEAMUSA 1111 8/7101 1:35:08 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I4 '4 17'6" 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 Point(lbs.) Floor(1.00) 0 10153 11'9" Adds to Point(lbs.) Roof(1.25) 0 5363 12'3" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 350/5200/5550 1 18.0" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 350/11035/11385 1 18.0" 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) 11360 10955 16159 Passed(68%) Rt. end Span 1 under Dead load Moment(ft-lb) 57887 56643 58454 Passed(97%) MID Span 1 under Dead load Live Defl.(in) 0.016 0.422 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.519 0.844 Passed(U390) 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. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. oto l 201379 FOYER TJ-BeamTM v5.55 Serial Number:700103477 3 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 8/7/01 1:42:18 PM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 16• 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) 250 214 11'to 16' Adds to Uniform(plf) Floor(1.00) 54 20 0 to 16' Adds to Point(Ibs.) Floor(1.00) 0 1058 11' Adds to Point(lbs.) Roof(1.25) 0 5230 11' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 931 /2488/3418 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 1823/5706/7529 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) 7338 5944 11845 Passed(50%) Rt. end Span 1 under Floor loading Moment(ft-Ib) 27695 23431 26922 Passed(87%) MID Span 1 under Dead load Live Defl.(in) 0.134 0.384 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.707 0.769 Passed(U261) 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. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. Microllam©is a registered trademark of Trus Joist. Bio not \c,,, Uiev-A, 201379 FOYER/GRT RM ''J-Beam'"' v5.55 Serial Number:700103477 3 Pcs of 1.75" x 18" 2.0E Microllam® LVL BEAMUSA 1111 8/7/01 1:51:04 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 j'r21 4 23' 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) 760 285 0 to 6' Adds to Uniform(plf) Floor(1.00) 470 176 6'to 13'9" Adds to Uniform(plf) Floor(1.00) 570 214 13'9"to 20'6" Adds to Uniform(plf) Floor(1.00) 40 15 20'6"to 23' Adds to Point(Ibs.) Floor(1.00) 0 330 5'9" Adds to Point(Ibs.) Floor(1.00) 0 330 14' Adds to Point(Ibs.) Floor(1.00) 0 3418 20'9" Adds to Point(Ibs.) Floor(1.00) 0 495 20'9" Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4" 7517/3835/11352 1 18.0" Detail A3 1.25"LSL Rim 2 Column 5.25" 4" 5553/6239/11792 1 18.0" 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) 11749 11528 17955 Passed(64%) Rt.end Span 1 under Floor loading Moment(ft-Ib) 56783 56783 64949 Passed(87%) MID Span 1 under Floor loading Live Defl.(in) 0.679 0.746 Passed(U395) MID Span 1 under Floor loading Total Defl.(in) 1.093 1.119 Passed(U246) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:L1360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright®2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam TM are trademarks of Trus Joist. Microllarn®is a registered trademark of Trus Joist. SIC? v.): 101,k) U( RAA) YV 201379 FOYER/GRT RM TJ-Beam„ v5.55 Serial Number:700103477 3 Pcs of 1.75" x 18" 2.0E Microllam® LVL BEAMUSA 1111 8/7/01 1:51:04 PM Page 2 c: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 m 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pro""and TJ-Beam'm"are trademarks of Trus Joist. Microllarne is a registered trademark of Trus Joist. 201379 GAME RM WDW TJ-BeamTm v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 8/7/01 2:43:46 PM Page 1 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 [. 13'6" - 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(plf) Floor(1.00) 440 165 0 to 13'6" Adds to (1) Point(Ibs.) Floor(1.00) 0 6678 3" Adds to (1) Point(lbs.) Floor(1.00) 0 6768 13'3" Adds to (1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking, rim, or squash blocks are required at dropped supports. The accessories shown, at the diagram above, have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORTS reactions.These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below. • SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Column 5.25" 4.271" 3240/7970/11210 1 11.9" Detail A3 1.25"LSL Rim 2 Column 5.25" 4.305" 3240/8060/11300 1 11.9" Detail A3 1.25"LSL Rim -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4323 3574 7897 Passed(45%) Lt.end Span 1 under Floor loading Moment(ft-lb) 13914 13914 19942 Passed(70%) MID Span 1 under Floor loading Live Defl.(in) 0.331 0.429 Passed(U466) MID Span 1 under Floor loading Total Defl.(in) 0.464 0.644 Passed(U333) 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 02000 by Trus Joist,a Weyerhaeuser Business. TJ-Pron'and TJ-BeamT'are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. RIO Q►\`dw\i u 201379 GAME RM WDW TJ-Beam""4 v5.55 Serial Number:700103477 2 Pcs of 1.75" x 11.875" 2.0E Microllam® LVL BEAMUSA 1111 8/7/01 2:43:46 PM Page 2 of 2 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. Planning&Design Terry Mikkelson 4797 highway 10 n.e. arden hills, mn 55112 651-636-6889 651-638-1412 Copyright O 2000 by Trus Joist,a Weyerhaeuser Business. TJ-Pron'and TJ-Beamm are trademarks of Trus Joist. Microllam®is a registered trademark of Trus Joist. © OMC V ` e` URONO copy 4 or Permit Number MECcheck Compliance Report 1999 Minnesota Energy Code MECcheck Software Version 3.2 Release 1 Checked By/Date TITLE:201379 COUNTY: Hennepin STATE:Minnesota ZONE:2 CONSTRUCTION TYPE: Single Family DATE:08/14/01 DATE OF PLANS: 8/14/01 PROJECT INFORMATION: WILLOW VIEW MODEL COMPANY INFORMATION: RVC HOMES, INC. COMPLIANCE: Passes Maximum UA=792 Your Home=577 27.1%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 1771 44.0 0.0 39 Wall 1: Wood Frame, 16"o.c. 5016 19.0 0.0 260 Window 1: Above Grade,Vinyl Frame,Double Pane with Low-E 466 0.370 172 Door 1: Solid 54 0.140 8 Door 2: Glass 61 0.370 23 Door 2: Glass 20 0.370 7 Basement Wall 1: Solid Concrete or Masonry,9.0'ht/8.5'bg/9.0' insul 1098 11.0 0.0 60 Basement Wall 8: Solid Concrete or Masonry,4.0'ht/3.5'bg/4.0' insul 118 11.0 0.0 8 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 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building gIU 1,0;�I V( r.. 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 I. Builder/Designer Date 1 0 1/1/4)‘‘ 1�vl&-) Vim"