Loading...
HomeMy WebLinkAboutStructural Calculations/Details EQUILIBRIUM NN�1 ,o- CRY I ENGINEERS' July 19, 2004 Wynne Yelland LOCUS Architecture Ltd. 1500 Jackson Street NE Suite 333 Minneapolis, MN 55413 RE: March+ Larson Residence Addition and Remodel 680 Willow Drive South Orono, Minnesota Dear Wynne: Attached please find calculation sheets G1 A through L4 dated July 19, 2004, which verify the structural adequacy of the addition and remodel of the existing residence located at 680 Willow Drive South in Orono. The structural requirements are shown on your plan sheets, as well as on the attached detail sheets CD through CD 12 dated July 19, 2004. Design is based on the provisions of the 2003 International Building Code. Please call if you have any questions. Si ere , 4 AEduesen e S.E. repot,va��'pa' Supervisiona'.d"hat hF r iv:_'J;! Principal Professional Engineer undF,r the i,wws of ti ie State of Minnesot . \A, r P. esenberry Signatur Date License# 43025 16325 Boones Ferry Road,Suite 202 0 Lake Oswego,Oregon 97035 Phone 503.636.8388 K Cell 503.803.8576 9 Fax 503.636.2090 a Email edq@a equilibriumllc.com c�ulu6R�unn E3 ENGINEERS MARCH+LARSON RESIDENCE ORONO, MINNESOTA STRUCTURAL CALCULATIONS AND DETAILS July 19,2004 Submitted to: Locus Architecture Ltd. 1500 Jackson Street NE Suite 333 Minneapolis,MN 55413 I hemi• ce;iiiy!ha ihis plan, or report was prepared by me or and?r my direct supofvis!on and that I am a duly I_iccn;ed Professi:;ra!Engineer under the laws of the State of Minneso" . d uesenberry Signature: _ Date 7 License# 43025 16325 Boones Ferry Road, Suite 202 Lake Oswego, OR 97035 503)636-8388 (i1 Pr GRAVITY CALC5 Typical Roof Loading DL = 15 psf 5L = 35 psf Typical Floor Loading DL = 15 psf LL = 40 psf UBC SNOW DRI)FT CALCUL TION wr (� Location: To N V h' �. Roof projection? (Yes or No): No Atperimeter? (Yes or No): No 35.0 p5f 1 .0 0.7 8 9.0 ft €� 50 ft Effective Wb = 50Wb minrmum is 50 feet and maxanurn 15 500 feet Pf = 24.50 p5f hd = 2.GO ft D = 18.55 pcf hb = 1 .32 ft Wd = 10.41 ft 4`hd GOV5 Pm = 72.78 p5f Net Drift" = 37.78 p5f [Jet. Drift = Pm - Pci E p �T case NJ I (r.1 &L,2, 5 Flo �o. 3�o Project EQU L� 'RIl1M BY Sheet# Location �R�N� Date a Client I Revised Job # 3 ENGINEERS Date 0`Oy -/ �Oe,,r-- �Co�r'o� k-NU� C' 1`�oRTH- LAV PWA v kv w2 - LIP C, 3 e¢ i 0) C3� � ZSR�j� LJ-4 qoo 1-4f (Z- ks p p �40 u/1100 (606 Typical RoofRaWwith 0rift@16"oc T,FBwn(TM)6.10 5 .700301 11 7/8"t, 416 140"Q16" DIC User:2 71150004 2:53:06 PM Pagel Ervine Version'1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof SlopeO12 2 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Snow(psf):35.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(psf) Snow(1.15) 73.0 To 0.0 0.0 To 0.0 0 To 10'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliftfrotal 1 Stud wall 3.50" 3.50" 746/150/0/896 End,TJI Blocking 1 Ply 11 7/8"TJ140110 2 Stud wall 3.50" 3.50" 465/150/0/615 End,TJI Blocking 1 Ply 117/8"TJO 110 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 862 848 1794 Passed(47%) U.end Span 1 under Snow loading Vertical Reaction(Ibs) 862 862 1553 Passed(55%) Bearing 1 under Snow loading Moment(Ft-Lbs) 2601 2601 3467 Passed(75%) MID Span 1 under Snow loading Live Load Defl(in) 0.367 0.486 Passed(U477) MID Span 1 under Snow loading Total Load Defl(in) 0.462 0.729 Passed(U379) MID Span 1 under Snow loading -Deflection Criteria:STAN DARD(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 Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: March+Larson Residence Ed Quesenberry Equilibrium Engineers LLC 16325 Boones Ferry Road#202 Lake Oswego,OR.OR 97035 Phone:(503)636-8388 Fax :(503)636-2090 edq@equilibriumllc.com Copyright C• 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam:) are registered trademarks of Trus Joist::_ e-I Joist^',Pro- and TJ-Pro" are trademarks of Trus Joist. Project EQIJIh.IBRIUM By sheet �1/0-!(.t.�- f G /�-It-�0✓� Location d�nlU Date E3 Client �jG h� I Revised Job # ENGINEERS Date D y0/y r1.�0(L >rltiA✓�^x..1(0 cbl�t� Roux SVS \ n 4�— W=�1 typical F1oot;dois;s#'.16"oa Tr er►a)6.10 serlY�•••v./oo�o,� ie 11718" TJXo/c Pagel E7119=4 ngiinne Version:1.10 3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Stud wall 3.50" 2.25" 400/150/0/550 End,Rim 1 Ply 1 1W'x 117/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.25" 400/150/0/550 End,Rim 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 535 -529 1560 Passed(34%) Rt.end Span 1 under Floor loading Vertical Reaction(lbs) 535 535 1018 Passed(53%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1950 1950 3015 Passed(65%) MID Span 1 under Floor loading Live Load Defl(in) 0.204 0.486 Passed(0859) MID Span 1 under Floor loading Total Load Defl(in) 0.280 0.729 Passed(U625) MID Span 1 under Floor loading TJPro 47 45 Passed Span 1 -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.4 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 Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: March+Larson Residence Ed Quesenberry Equilibrium Engineers LLC 16325 Boones Ferry Road#202 Lake Oswego,OR,OR 97035 Phone:(503)636-8388 Fax :(503)636-2090 edq@equilibriumllc.com Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJI(& and TJ-Beamn' are registered trademarks of Trus Joist. e-I Jois t'",Pro" and 7J-Fro"' are trademarks of Trus Joist. LI LATERAL CALC5 Typical Design Criteria: Seismic Zone 0 Wind Speed 110 mph 3-5ec Gust (80 mph, Exp B) Summary: Front-Back Direction: The addition increases, the lateral wind loads at the existing wall that interfaces with the addition (formerly the right exterior elevation). In addition to the increased loads, this wall has neve openings. Left-Kight Direction: The addition does not increase the lateral wind loads in this, direction, however there are new openings that need to be considered in designing the lateral system. PROFESSIONAL EN('_i!NEFzPR 1 hereby certify tha'ths plan,sPecilication,or relmi was prepared t'y n7n or under my diroct supervislOn and th it l£i—a duly!iwnscd Professional Ermine,'r under thee'lads o;Iie State of Minneso" W iA esent)'.rTy Signature: �"�• Date icense# 43025 Project M a — ' I & ' p�r�, , s EQUI;LIM IM By - — Sheet # -- Location r./I�-4 — ^-- Date E3 Client L"O c Revised Job # ENGINEERS Date �IMP.►r� 1 el � 1 y - z1W P� 0 p-i of ft2[1- i j Project EQUIU.MUM By _ Sheet # i Location Date Vey E3 Client / O�{ Revised i Jct, # ENGtNEERSy aet+3 j . r� � /C.�4 f'L• f R l oco, fSo C9/�� , Iq i C.u✓J7 t,} , f� f (J�) 21v'O a/. O Fj , J0/+1 �' 7 � r �S i `� 114 `�) 4 I0,0 � �� �i�`�"6 �n�1 I Pro ect w�.s IUBRIUM 1 BY Sheel # Location ,� N p I Date E3 _.- j client sed y Job # ENGINEERS§ Date C I X44- , 7,5 47M = 233 9-5�(�� qtf �, T� AV j AMC ,��jS�t�t-�(�� `fj� F- , 107 �-KC 77 2.06 dTyr c 17 , �� z 7 7 0 � G7T't-o t5S L.J L/�/L 0744 -7 OF 25t4 t b 7, *7 0 A- R {4/���� 1, R i �i VM1'' Protect E f By Sheet # Location r Date / Client LO � Revised Job # ENGINEERS Date j ��-OI+-1 SHEAKWALL SCHEDULE SHEARWALL SHEATHING NAILING SILL CONNECTION MARK SIDES (5132. PL.YWDOV w/ 8d @ G" o.c. I Gd @ 4" o.c. O ONE 51DE Simpson A35 @ I G" o.c. I _ 3/4" DIA @ 48" o.c. 15/32" Plywood w/ 8d @C " O.C. I Gd @ 3" o.c. — - I O ONE SIDE Simpson A35.,@ 8" o.c. 3/4" DIA @ 32" o.c. ---._........._............. .-......._._.._._._._..._-. I I . All nails shall be common nails (861 = O. 13 1 " DIA; I Od = O. 148" DIA) 2. Provide panel edge nailing at end studs, sill plates t double top plates. 3. Nailing at intermediate framing shall be 8d @ 10" o.c. I PROFESSIONAL ENGINEER hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota arP uesenberry Signature: i Datee License# 43025 i - i i s Project #y Location Date 7 ell r i Client Revised Job # G O GK J ENGINEERS§ Date O#-0/ j i HOLDOWN SCHEDULE j HOLDOWN END ANCHOR ANCHOR COMMENTS POST BOLT BOLT DIAMETER EMBED 1-7205 (2) 2x _ 5/8" 1291 _ At existing foundations: PHD'L (2) 2x 5/8" 1 G" _ Epoxy with Simpson 5Ei" at exiting vertically Touted cell (field verify existing cell grouted per, Foundation Plan note 2). PROFESSIONAL ENGINEER hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. d a d uesenberry Signature: Date License# 43025 CdIH SOU 1--f- r" t Pro act P7'vRxi tX OV'Ib Location �0 N ,a:,x;, Date Client Revised Job # LO(/U 5 ENGINEEFISN Date -vL.Ovwt-J T 11P vN6 To MA-TO+ F�GtAOW N �?%R 4A WIFE( GN►&J E � -- -— -- GOV PL-e2 WV7 GM V 4 T.VeMWA1A- /" car ci, wl �-�a l,�w►� b.�7A-1 L � PROFES _ ` _ _- ECINEER hereby certify that this p!an,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesot r-_ P uesenberry Signature: �i --- _ -- — - --- - _-- — --- - ----- -- Ume Ucens Project Yibet QN r� .Ff Location Date Client Ly Revised Job # ENGINEERS Dateb -/ Gann lam, ��rn Jot�1 L-A P , >. rM INFO N1T1 NOTlzA I r i 70 WA- I PROFESSIONAL ENGINEER hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of hlinnes �j uesenberry Signature:* ignature: '/ — Date ( I d License # 43025 4 eot V.k ? Date W Location DRO iY D 7 11?/0 { . Client UG US Revised Job " ENGINEERS) Date lea e►w• "NO P-1,A-,1= ' I S 4 5 F-� IV At L Gast PT• 4,xg °J/ ti tN tA. IN►�l Sd� 27 4� (VKT 'n w j 44-to Woe, VST � e rVkAA— r (2)-t"4. 46R 1,z e 46a o �p &W ('Et I'S w/ IA } JS Z I c -p PRQFESSIO-NAL ENGINEER I hereby certify that this plan specification,or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer unddr the laws of the State of V 7 [ M inn uesenberry Signatur Dates 43025 Project s 1 + „� �� y 4 y►� M4 lav r r I Location O N b e Date -7/16) q. C p� ' Client 1 Revised Job # ENGINEERS Date Pc, NA/UNPM W,P IL./N6 i bd C� Gouee, i fiJ C? oc GV T AS P90 i WAvL- N) FC�Al-E0O ANct- PIL 149wowN bo1.'fS 5 �,PROFESSIONAL _ENGINEER hereby certity that this plan,specification,or report was prepared by me or under my direct upetiision and that I am a duly Licensed Professional Engineer under the laws of the State of Ninneso d . Quese berry Signature- Date 7 ( License 43025 I v� � � . �1+��� -1 V'1 rYf'�"4uA Yh+ ��'j ij�j�J �'^. r .•. k' '� ,ta � �f,: . ��F� � � lr i z T W s .+r.`� A)�7 ♦ 1� Y i d'. � Location Date ON Client Revised Job # ENGINEERS Date O`/ ��/ -✓ WA (MID � t �K � J PAL -rjq. -- lie Pr-14T-�TAF-- 1MV" NJ WAu., �I VL Mao V&(z/F d� - DSL Z AAL J _ PR:7FESSIO14AL ENGINEER 1 hereby certify that this plan,specification,or L report was prepared by me or under my diroct __ (✓�(Aup(i �Nupervision and that I am a duly Licensed rofessional Engineer undeIt aws of the n tate of Minneso r vs O �� (�/�� ( l d r� � ignature: N� S, ate ( 0 License # 43025 Project d � Yf lr�� I EQVIUBRIUM By Sheet# Location ,ry,v�O Date %7l tel f D E3 } Client 1 n Revised ( ( Job # T ENGINEERS` Date D V'C'/ •�� W ir�"1eW d PIJOVI IMP T e6ljo(. 7 w/c 1)9 ri A� ' P� ' it Pic JOI I< IST i � . I I OF r�rjr r�M �Tr .rim "14OK D y _L. ,l PRQEMIONAL ENGINEER �� � Nb I hereby certify ththat this plan,specification,or report was prepared by me or under my direct t` VT supervision and that 1 am a duly Licensed I N�S Professional Engineer under the laws of the �N State of Minnesota. w ly tenberry Signatur Data Z. License# 43025 s 1 Project M��v'1 f �.t'1/:/N EQUILIBRIUM By -- - Sheet# — Location /^�"'� Date E3 ' Client I Revised Job fj # ENGINEERS9 Date �� o F< PQM TSI l I �H R)HG-, i 1' 1 ' I OTEr. ERPEFUSI¢NAL ENGINEER � � ��„�, � +� ��� �� f�� 1 hereby certify that this plan,specification,or �, report was prepared by me or under my direct supervision and that 1 am a duly Licensed { W A" QPV-N IW A. Professional Engine r under the laws of the State of Minnesota. _ aMsenberry Slgnatur : n M Date License# 3025 I ' • r Project 1�Sy, ,A Sheet# Location Date •11 (� F�b�+/lD 'r Client �' Revised Job # ENGINEERS Date i `f 2.x(0 � ICoUOG t-,ruj;> N,45tS FP-" I rL,�N �R CN)2x 4 �� I e "ems b(L"T Ll i IV . � I t4) TJ 0 l6 oG Jo1�Ty oc _ 1TTq-1t. SSS Flf /? C � RQEESS-I_G�NAL ENGINEER I hereby certify that this plan,specification,or -}— report was prepared by me or under my direct 1 ��� WAV, �''. p supervision and that I am a duly Licensed L > STVD WA LL �NQ W,41 L GjgtS Professional Engineer under the laws of the �✓� 1 State of Minnesota I v I e Ik ??-IQ, TO d and . Quesenberry ra-T iv A &K�' j mNf�*ArYA Signature: Date-7 �q�� License# 43025 r wM L DPeN�►061 � Sheel # EQUILIBRIUM ©y t Project . 230, Date -- —. Location -- Revised Job ;I Ciient E3 - ENGINEERS2- Date - i '42 oeo i i i 2ly P.; 1,30 06 c►J7 'tOP M,- 1elN i zx 4- 0 lb�fOG i �pf�O,Ff�SSlt�NAL ErlGaFdFER [heroby cerf:fiy that this elan spec ikatiori,or report,was prepared by me or under my direct :Proteesiunal L1tg eel under IC laws.01 the -� State of Minne:;o ' a� J2S1 :rlh8(fy ;tate ?�l°�r�ot�I..icense# —43025 ProtectT, AIR � y k � Location J i; Date pR4 N o + Client Revised Job # ENGINEERS Date NOT rloieo '1 I , I h;5 @ Iro�oG M 'TJ C L 100c W A(,L j C�� 2x �?vb wau- �3/ x (1� MIG►zol,A+M I i 1�-DoC- NAiwN6 t f,�l r14 I (N) Pao f Co PROFESSIONAL ENGINEER I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the j !State of Minnesota. r tesenberry Signatur ;Date License# 43025