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Home My WebLink AboutBLD2000-00623 Structural Calculations - BLD Engineering / Geo-tech Reports - 6/18/2001 cougow 1 2. TOWNSHIP 24 NORTH. RANGE 3 WEST. W. M. 1N ofI �w MASON COUNTY. WASH I NGTON. Aw :r. 4. sy NORtNMEl:T COMER "-er.'�}~-}•, •: •Y - P� 60441 Lot 1 ' FAD. REIAR ,x�_,� LO_:1- ( iso gz -N IJ•l2'37• j IEACav 010I47 Co. 1 TENDER CORNER /144,Jj FND 00nIC. MOM. " 8 D Cl v �(- �� 1.4- AC. � Q 4w CIO, f 12i �•, / g (.65 AcJQ . b A 1.03 AC. 2 rn N 11'Jt'17• a► 290.00 ` 1.6= AC. hCR7N LINE OF SOUJl1 100.00• - 21.t7 225.00 N I0•J2`17• j JDI t 70 Z o oonw1awr LOT I 127 = 30 I-L Jo �► 1 -V CENTERLINE i0 FT. POI EASSIRTQi C U � •-_ '. ExIsrIMO ROAD FOR INGRESS. EORE36 AJX OO utILIr1Es. `Tl 0 m p () z (n i r %r1rno = NOTICE o Z -NO DuID+NG Olt SEPTIC PERMITS Cm At z2r r„ > � 7351ED L1NTlL Tlf EASEAIENTS f7R 7HE COI."L (TY THIS SKETCH IS FURNISHED SOLELY FOR THE PUR• Cn m D DRa1+FELD allo SEWER TRANSPORT LAC HAVE PM OF ASSISTING IN LOCATUIG THE PREMISES `� � z AND HOES NOT P�MPORT TO SHOW All HIGHWAYS, m O � = ° � SEEN RECDRDED- 10ADS Oil EASEIiffNTS AFFECTING THE PROPERTY. ---i 6 " 3 00 REUAI SHOULD BE PuQD Ur'OA THIS SKM d (n o o (n ? FOR TK LOCATO OR DIMENSIONS OF THE PW Z -I -I X `n PfRTY AND KO LIAB UTY IS ASSUMED FOR THE m co "A AKTRESS THEREOF. rz c 1jr gEaR►nlGS LEGEND �e.GK _ - � ► i beck 3- 3 x 41 G I o ry a ka 7flPlttJ -- ----------- - POO t/a Plrvoo�/ �xq Iota 04ok o`LX8 rfie,4 heed T POST /Sgt4c Foe 1-kt e,4 � c o o o o , 02 X a Conic K c 7'e E.4S-r /F!/•i 7-1 o ��-r- 1 �2 As p�iA �r Sr•�5/� G�rtc� �C Y's TA 30. . C'bi rr.,-t 3/g A -tack 1i.n I yxy PctisT' xl. r t c•Q�osT' ►�xy � 3 Sr«I �,� � �' POST 16 - s - 'To __ ► ► I oak �� x6 T�e��oi a�� T��r►r�.� , r . ° 3 X3 Foo-r-,',v y I 1 I /o� -A - --�-LT� Gu rt c�Z Az � 1 Sr 8 t Ze.A r-4 3 xy6 w�,�� VQ Sim ' 1_f 316 2 X 3 roc)7 i Li 0 6 • a �► e s � - Vq Fr LtJesT / lIewA-7 oy�/ try r l�A 4-,Si" kt OP&N X I b axt/ T4- 0 r-IL O R. -----� Vkl peg Four L Ll i►rN 2 5 2C 1 C COMMMMITY DEVELOPMF�! STRUCTURAL CALCULATIONS FOR CADY STORAGE SHED FOR STEVE CADY PROJECT NO. 20554 JUNE 18, 2001 PREPARED BY PATRICK RHOADS REVIEWED AND STAMPED BY MICHAEL SZRAMEK, P.E. MC SQUARED, INC. 1235 EAST 4TH AVENUE, SUITE 101 OLYMPIA, WASHINGTON 98506-4211 (360) 754-9339 *FAX(360) 352-2044 ' l 1 MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 � i � ��S (360)754-9339 Date: By.,/ D FAX(360)352-2044 1 Sheet: Page 1 of f r i -- SUCTURAL CALCULATIONS i .__-__._ FOR I It CADYSTORAGE SHED ' - _- Project#20554 1 i I _ MC SQUARED, INC �___ _ l _ '- _-• i BY 1 ; — PATRICKRHOADS T-- :y-IEWED AND STAMPED_ __. CHAEL_SZRAMEK,P E i -- t�pEL S2q �- I , LL 20360 - _ GIST�R G\ 1 _ I i I t /pIVAL E 13' i~ j EXPIRES RES 07-11-d I - -- ; i. 1 r 1 ; I I I I I 1 ; r j 1 I I I I I I 1 MC SQUARED, INC. Job: OLYMPI(, Wj SHINGTON 98506 :�js� /v1By. ,FP��05 360 754-9339 Date FAX(360) 352-2044 \ Sheet: Page of cope: Provide structural calculations for vertical and lateral analysis for new, storage shed for Steve Cady,per clients request. Storage shed and deck is 18ft x 18ft. Foundation is post and beam with cross bracing. Roof system shall be constructed from site-built trusses/rafter and collar tie. , Parameters: Loads : 1 Itonf+ Dead 15 psf -t , i I i -_ _ w i ioor4_ _ - Dead--15 psf . _ Live 40' sf s- t Partit _ 10 psf I Lug 11 `. —, --Dead-.._.10 psf I Seismic Zone III , ► I ' ca acity of 000 sf � sure I 80 rnp j !_ _ Roof I T�vsses at 24"o - -- — �- - c.m roofing! i £iicuieToca on sfia1I confo 0 997 UB Fi a`T8-I I If la otiit of - Yi land does no lotuv complaii on-ctfEngin ee r of T f { , .. t � i Y i I i 1 i I ( I I I I MC SQUARED, INC. Job: C-4 by rrvaAcirgrn oss OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: By: FAX(360) 352-2044 Sheet: Page of V isaTiCAL N r:4o9rr �^ _. saw- 3 w z i. 17:� jq l,�v) 350 w� - __._._. _ + *2 DP 3.0r 2,0� I (2) ozOF2X6' wz(�)Z'L an Sri , i 10� — . . __ I•►1` _.�Jr� .._. — ( SPAw� 10�. �_.. �� s 717 �• --- -- Cs 5 , _ `• .`ss r i . i dc s i • a• it, I'm 1 , I71 _. i Ir ' l a I j I i I -- - ' >E M .u• �o' iy' ass• -�-�— s.'tt i 1 MC SQUARED, INC. Job: s•rza4k•r sAam 1*74ss✓ OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: � ) By: —� FAX(360)352-2044 Sheet: Page--q—of i GAr-ILsVSR Fi "i? VVIST C. SPA., • g}r t ?M: all _ F 17 i i. } Ii - i i I t ; T ,L , ` 1 T � _ V RISA-2D (R) Version 4 . 01 MC-2 Engineering Job : ##20554 1235 E. 4th Avenue, Suite 101 Page : Olympia, WA 98506 Date: File: Cady storage shed Cantilevering floor joist Units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Steel Code. . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD Allowable Stress Increase Factor. . 1 . 333 Include Shear Deformation. . . . . . . . . Yes No. of Sections for Member Calcs. . 5 Do Redesign. . . . . . . . . . . . . . . . . . . . . . . Yes P-Delta Analysis Tolerance . . . . . . . . 0 . 50% Joint Coordinates Joint X Y Joint No Coordinate Coordinate Temperature ------------------ft------------ft------------OF---------------------------- 1 0 . 000 0 . 000 0 . 00 2 8 . 000 0 . 000 0 . 00 3 10 . 000 0 . 000 0 . 00 Boundary Conditions Joint +----- Translation -----+ No X Y Rotation ------------K/in--------K/in------K-ft/rad---------------------------------- 1 Reaction Reaction 2 Reaction Materials (General) Material Young' s Shear Poisson' s Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi----------Ksi----------------10-50F----K/ft3-------Ksi------ STEEL 29000. 00 11154 . 00 0 . 3000 0 . 65000 0 .490 36 . 00 TIMBER 1235. 00 0 .0000 0. 00000 0. 030 1. 00 --------------------------------< Sections >-------__----------------------- ------- ----------------------- Section Database Material As As I I T Label Shape Label Area 0,2 1, 3 1, 3 0,2 C ------------------------------in"2----------- -----in-4----------in-4-------- JOIST RE7 .25X1.5 TIMBER 10 . 88 1 . 5 1.5 2 . 04 47 . 63 --------------------------------< Members >------------__------------------- --------------------------- ------------ ------------------- Memb Joints Rotate Section Releases Offsets Inactive? No. I J 900 Set I :AVM J:AVM I-End J-End Label � Length --------------------------------------------in-------in---------------ft---- 1 1 2 JOIST 8 . 00 2 2 3 JOIST 2 . 00 • RISA-2D (R) Version 4 . 01 MC-2 Engineering Job #20554 �3100 1235 E. 4th Avenue, Suite 101 Page : Olympia, WA 98506 Date: Cady storage shed File : Cantilevering floor joist AISC,NDS Parameters Section Length Lb-out Lb-in Lcomp K K Cm Cb,B Sway Member Set le-out le-in le-bend out in CH o i ---------------ft------ft------ft------ft----------------------------------- 1 JOIST 8 . 00 2 JOIST 2 . 00 Basic Load Case Data ------ ------------ BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist . ------------------------------------------------------------- 1 Loads on joist 1 2 Joint Loads/Enforced Displacements, BLC 1 Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitude ------------------------------------------------------K, K-ft, in, rad--------- 3 L Y -0 . 160 Member Distributed Loads, BLC 1 Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 1 1 2 UNIFORM 87 . 0000 2 2 3 UNIFORM 87 . 0000 -----------------------------< Load Patterns >--_------__________----------- --------- -- ------ ----------- Pattern Magnitudes Locations Label Dir Start End Start End -- -------K/ft,F----------K/ft, F-----------ft or t-------ft or $--- UNIFORM Y -0. 001 -0 . 001 0. 000 0 . 000 Load Combinations >--------__-_--------_-_----- RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv ---- --- -------------------------------------------------- 1 -Loads on joist Y _1 -------------------< Reactions, LC 1 : Loads on joist >--------------______ - -------------- Joint +--------- Forces ----------+ Moment No X Y Mz -------------K--------------K-------------K-ft------------------------------ 1 0 . 00 0 .29 0 . 00 2 0 . 00 0. 76 0 . 00 Totals: 0 . 00 1 . 05 Center of Gravity Coords (X,Y, Z) (ft) 5 . 760, 0 . 000, 0 . 000 ��5 y RISA-2D (R) Version 4 . 01 MC-2 Engineering Job : ##20554 1235 E. 4th Avenue, Suite 101 Page: Olympia, WA 98506 Date: File . Cady storage shed Cantilevering floor joist -------------< Member Section Forces, LC 1 : Loads on joist Member Joints Section I - J y Axial Shear Moment ----------------------------K--------------K-------------K-ft--------------- 1 1- 2 1 0 . 00 0 .29 0 . 00 2 0 . 00 0 . 12 -0 .41 3 0 . 00 -0 . 06 -0 .46 4 0 . 00 -0 . 24 -0 . 16 5 0 . 00 0 . 50 ---------------------------------------------- ----------------------------- 2 2- 3 1 0 . 00 . 34 . 50 2 0 . 00 0 .29 3 0 . 00 -0 .25 0 . 20 4 0 . 00 0 . 20 0 . 09 5 0 . 00 0 . 16 0 . 00 ---------------< Member Deflect ' ns, LC 1 Loads on joist Member Joints Section I - . J y y L/n ------------------------- in----------in--------------------------------- 1 1 2 1 0 . 000 0 . 000 NC 2 0 . 000 -0 . 063 1523 . 1 0 . 000 -0 . 081 1181 . 3 4 0 . 000 -0 . 048 1984 . 1 5 0 . 000 0 . 000 NC -------------- --------------------------------------------- -------------- 2 3 1 0 . 000 0. 000 NC 2 0 . 000 0 .006 8528 . 6 3 0 . 000 0 . 010 7705 . 6 4 0 . 000 0 .013 NC 5 0 . 000 0. 014 'NC ----- -------------------------------------------------------------------- - you"• r�� ,� ��v., ' ,q(1s 13. �•0(�1 Y�5lr MC SQUARED, INC. Job: v OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: l By: P /Z&AAr FAX(360) 352-2044 0 Sheet: Page of�[� --- ± - LAr6¢n#- r _ _ s R 3 , � — ._.__.,..-. -. 4 ---i__........1. s f t 'NM 1I? :... �.._. �.; y�,$�r_.►u�. ___ : ►s t 1 •��-* i I I _Llk. jgjr } : 3Z✓� - , k - -; MC SQUARED, INC. Job:_ ('Acv srO ..C,r 5.+m* ss OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: By: R P-404ty FAX(360) 352-2044 Sheet: Page of ��, 1 ?v __ -- �vop f- 1 mk� IS st �, eov" s � i 3, 724) t i r y. Stismic cewrizoa a"ca U-Lua i I 4 -7. ILO, . i z i awl f , M � ,--1- -- E --r-1- r �-- ' lz E y T � + �_ MC SQUARED, INC. Job: Ziov, sretmir SNP soss•/ OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: I By:.. p ,Q.re�4ol FAX(360) 352-2044 i Sheet: Page 10of - )y i I ; I - A_ - : , I. _ j : t j i Z-tAWfill!1 — i � ; 1 ' j sm f.0 ! : r r y -4m4 F---r- -- — I _. L4 _17 i r r � i I I I ( ( I MC SQUARED, INC. Job: Z4r srvz,4zzr scup OLYMPIA, WASHINGTON 98506(360)754-9339 Date: Q d By: � wAAl, FAX(360) 352-2044 \ Sheet: Page 1 of 44 AS 18L ZV 1 I i _....._._X lsJ6_n : � . 1 _ ...... T 1 _ , i 7 i , i t i : _ — Z�Zp x i I I v to- 1 _ � __.. __ _. _. _ �___.t_.�......_�__._j _�._ .r...!___!- snot cdN�,c .give.,oie.rcrio.v. ►��__ _. I i I i tsyc DI ! ! ! t ! i I I 14 . 1 I i j 1 _ I I i i I — i MC SQUARED, INC. Job: CAn_✓ srvz4aa sNev OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date:-4(Ki By: 4loAps FAX(360) 352-2044 Sheet: Page of, ; AD I 'Atl I ! : : , ?_ �_ .t— - ;� - 3 j_ . i _..� —..._ �. -- _ i i► JAI r. A,Cw.. — i -- 1' s J--�_.._ I L ti:l — 7 3 I .1. ... I i �1r 79 .441 I I i { - : i I � — . ---;- J . MC Squared, Inc. Name: G,4 py S,,v,.,a warn Project: 1235 East 4th Ave Date: Olympia,WA 98506 Engineer: P Rhoads Phone: (360)754-9339 Page of Wall Leve V Wall Total v Wall Anchor Bolts Uplift Wall Weight Net Total Required Available Wall Type # O.C. Section Down Uplift Uplift Hold Down N� M 9 h ri 2.V/0 i MC SQUARED, INC. Job: C;7oY s,ar.c,, s&42! OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: e By: FAX(360) 352-2044 Sheet: Page of FLso1C 13 BR ri, G►NB- i � � t i { 1�95Z Z 17Z { LL j _ wit_ 1✓: . _- De!►0__... — ^-�— . i I , t _ 1 i ' 4 i ids - -�• �z _.fir - ��1 T j j � , ' { _ I , 1 : RISA-2D (R) Version 4 . 01 MC"2 Engineering Job : #20554 I 1235 E. 4th Avenue, Suite 101 page: 15 • Olympia, WA 98506 Date : Cady storage shed File: CDYFLRBM floor beam design Units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Steel Code. . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD Allowable Stress Increase Factor. . 1 . 333 Include Shear Deformation. . . . . . . . . Yes No. of Sections for Member Calcs . . 7 Do Redesign. . . . . . . . . . . . . . . . . . . . . . . Yes P-Delta Analysis Tolerance. . . . . . . . 0 . 50% Joint Coordinates Joint X Y Joint No Coordinate Coordinate Temperature ------------------ft------------ft------------OF---------------------------- 1 0 . 000 0 . 000 0 . 00 2 8 . 000 0 . 000 0 . 00 Boundary Conditions Joint +----- Translation -----+ No X . Y Rotation ------------K/in--------K/in------K-ft/rad----------- ----------------------- 1 Reaction Reaction 2 Reaction --------------------------< Materials (General) >---_---------------________ -------------------------- ------------------- Material Young' s Shear Poisson' s Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi----------Ksi----------------10^5°F----K ft3------- --- / Ksi--- STEEL 29000 . 00 11154 . 00 , 0 .3000 0 . 65000 0 .490 36 . 00 TIMBER 1900 . 00 0 . 0000 0.. 00000 0 . 045 2 . 60 ------ -_< Sections ------------ --------- - ----- Section Database Material As As I I T Label Shape 'Label Area 0, 2 1, 3 1, 3 0,2 C ------------------------------in"2----------------in"4----------in"4-------- BEAM RE7.25X3 .5 TIMBER 25 .38 1. 5 1 . 5 * 25 . 90 111 .15 Members Memb Joints Rotate Section Releases Offsets Inactive? No. I J 900 Set I :AVM J:AVM I-End J-End Label y Length -------------2-----B�---------------------in-------in---------------ft8 . 00 AISC,NDS Parameters >--------------------------- Section Length Lb-out Lb-in Lcomp K K Cm Cb B Sway Member Set le-out le-in le-bend out in CH o i ---------------ft------ft------ft------ft----------------------------------- 1 BEAM 8 . 00 1. 00 1 . 00 1 . 00 1. 00 RISA-2D (R) Version 4 . 01 MC^2 Engineering Job : #20554 1235 E. 4th Avenue, Suite 101 Page: Olympia, WA 98506 Date: File: CDYFLRBM Cady storage shed floor beam design Basic Load Case Data BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist . ---------------------------------------------------------------------------- 1 Dead loads 1 2 Live loads 1 3 Snow loads 1 4 Wind loads 2 Member Distributed Loads, BLC 1 Joints Load Pattern Pattern Member I J Label Multiplier ----------------------------------------------- ------------------------------ 1 1 2 UNIFORM 130 . 0000 Member Distributed Loads, BLC 2 Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 1 1 2 UNIFORM 67 . 0000 Member Distributed Loads, BLC 3 Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 1 1 2 UNIFORM 50 . 0000 Member Point Loads, BLC 4 Joints Member I J Direction Magnitude „ Location -------------------------------------K,K-ft------------ft or *--------------- 1 1 2 Y -2 . 952 3 .500 1 1 2 Y 2 . 952 6 .333 Load Patterns Pattern Magnitudes Locations Label Dir Start End Start End -------------------K/ft, F----------K/ft, F-----------ft or %-------ft or --- UNIFORM Y -0 . 001 -0 . 001 0 . 000 0 . 000 Load Combinations >--------------------________ -------------------- RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv ---------------------------------------------------------------------------- 1 Dead and snow Y -1 1 1 2 1 3 1 y 2 Dead, snow, 1/2wind Y -1 1 1 2 1 3 1 4 0 . 5 y y 3 Dead, 1/2snow,wind Y -1 1 1 2 1 3 0 . 5 4 1 y y 4 0 . 8Dead,wind Y -1 1 0 . 8 4 1 y y RISA-2D (R) Version 4 . 01 MC^2 Engineering Job : #20554 1235 E. 4th Avenue, Suite 101 Page: I/ Olympia, WA 98506 Date: r/ File: CDYFLRBM Cady storage shed floor beam design Envelope Reactions Joint +------------ Forces -------------+ X lc Y lc Moment lc ------------K-----------------K----------------K-ft------------------------- lU 0 . 00 1 1 . 97 3 0 . 00 1 L 0 . 00 1 1 . 02 1 0 . 00 1 2U 0 . 00 1 1 . 02 1 0 . 00 1 L 0 . 00 1 -0 . 60 4 0 . 00 1 Tot : 9U 0 . 00 1 2 . 04 1 L 0 . 00 1 0 . 90 4 _________________< Envelope Section Forces Section A. Memb y Axial lc Shear lc Moment lc -----------------K------------------K-----------------K-ft------------------ 1 1 U 0 . 00 1 1 . 97 3 0 . 00 1 L 0 . 00 1 1 . 02 1 0 . 00 1 2 U 0 . 00 1 1 . 66 3 -1 . 13 1 L 0 . 00 1 0 . 68 1 -2 .42 3 3 U 0 . 00 1 1 . 35 3 -1 . 81 1 L 0 . 00 1 0 . 34 1 -4 .42 3 4 U 0 . 00 1 0 . 00 1 -2 . 04 1 L 0 . 00 1 -1 . 91 3 -4 . 54 3 5 U 0 . 00 1 -0 . 34 1 -0 . 96 4 L 0 . 00 1 -2 .21 3 -1 . 89 2 6 U 0 . 00 1 0 . 75 4 0 . 90 4 L 0 . 00 1 -0 . 68 1 -1 . 13 1 7 U 0. 00 1 0 . 60 4 0 . 00 3 L 0 . 00 1 -1. 02 1 0 . 00 1 ---------------------------------------------------------------------------- ______________________< Envelope Section Deflections >=_____________________ Section Memb 4 x lc y lc L/n lc ----------------in----------------in---------------------------------------- 1 1 U 0 . 00 1 0 . 00 1 NC 1 L 0 . 00 1 0 . 00 1 NC 1 2 U 0 . 00 1 -0 . 06 1 1704 . 75 1 L 0 . 00 1 -0 . 11 3 864 . 61 3 3 U 0 . 00 1 -0 . 10 1 992 . 82 1 L 0 . 00 1 -0 . 19 3 512 .22 3 4 U 0 . 00 1 -0 .11 1 862 . 90 1 L 0 . 00 1 -0 .20 3 478 . 88 3 5 U 0 . 00 1 -0 . 10 1 992 . 82 1 L 0 . 00 1 -0 .15 3 639 . 03 3 6 U 0 . 00 1 -0. 05 4 1995 .59 4 L 0. 00 1 -0 . 07 3 1294 .29 3 7 U 0 . 00 1 0 .00 1 NC 1 L 0 . 00 1 0 . 00 1 NC 1 1 DESIGN • . 13/4" 1.9E MICROLLAW LVL ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) 2,125 3,555 5,600 5,885 8,070 8,925 12,130 15,555 19,375 1,830 2,410 3,075 3,160 3,740 3,950 4,655 5,320 5,985 24 56 115 125 208 244 400 597 851 2.8 3.7 4.7 ='4.8 5.7 6.0 7.1 8.1 9.1 1.9E MICROLLAM® LVL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G - 118,750 psi Modulus of elasticity E - 1.9 x 106 psi Flexural stress Fb - 2600 psi(') Compression perpendicular to grain y parallel to glue line Fa- 750 psi(�) Compression parallel to grain Fcj1- 2310 psi Horizontal shear perpendicular to glue line F - 285 psi ^-. 12 0.136 l'I For 12-inch depth.For others, multiply by[d ] (�1 Fc,shall not be increased for duration of load. f GENERAL ASSUMPTIONS FOR MICROLLAW LVL • Lateral support is required at all bearing points a?d along compression edge at intervals of 24' on-center or closer. • Bearing lengths are based on Microllamm LVL's bearing stress of 750 psi. , l • Microllam®LVL beams are made without camber,therefore,in addition to ''A complying with the deflection limits of the applicable building code,other -a considerations,such as long term deflection under sustained loads (including creep ,ponding(positive drainage is essential)and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. F •Tables on pages 4-7 include reductions applied in accordance with: 1994 UBC 1606, 1997 NBC 1606 and 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1997 NBC 1607 and 1994 SBC 1604 for roof live load in non-snow(125%)conditions. • 3Yz' members are two pieces of 13'4' Microllam®LVL t 51/4' members are three pieces of 13i4' Microllam®LVL 'Y/ • 1Y4'x 16' and 14'4'x 18'beams are to be used in multiple r member units only. yl�. See page 17 for multiple member beam connections. " 1.9E tf MC SQUARED, INC. Job: CAeY Sn m4T cNmr„ A& roomy OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: Bv: FAX(360) 352-2044 Sheet: Page I`I of� cor -ma `Olz Slra 04/04.r rises, , i • i • : ;&A -Mc Avg 09WA, r • --�— I u i _77 I --7 —�- ---I- 4-4 — � •�-OLrZ�I�' ' i I ; ---�— r I r , .._ ; , t I I I ( I RISA-2D (R) Version 4 . 01 MC-2 Engineering Job #20554 �I 1235 E. 4th Avenue, Suite 101 page: Olympia, WA 98506 Date : `,(J Cady storage shed File: CDYRFDES i roof collar tie/site built truss design Units . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Steel Code. . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD Allowable Stress Increase Factor. . 1 . 333 Include Shear Deformation. . . . . . . . . Yes No. of Sections for Member Calcs . . 9 Do Redesign. . . . . . . . . . . . . . . . . . . . . . . Yes P-Delta Analysis Tolerance. . . . . . . . 0 . 50% Joint Coordinates ---------- Joint X Y Joint No Coordinate Coordinate Temperature ------------------ft------------ft------------OF---------------------------- 1 0 . 000 0 . 000 0 . 00 2 18 . 000 0 . 000 0 . 00 3 9 . 000 3 . 000 0 . 00 Boundary Conditions Joint +----- Translation -----+ No X Y Rotation ------------K/in--------K/in------K-ft/rad---------------------------------- 1 Reaction Reaction 2 Reaction --------------------------< Materials (General) >-_------------_------_----- Material Young' s Shear Poisson' s Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi----------Ksi-----------------10"5°F----K/ft3-------Ksi------ STEEL 29000. 00 11154 . 00 0 .3000 0 . 65000 0 .490 36. 00 2X6 1600 . 00 0 . 0000 0 . 00000 0. 035 1. 14 2X8 1600 . 00 0 . 0000 0 . 00000 0 . 035 1 . 05 2X10 1600 . 00 0 . 0000 0 . 00000 0 . 035 0 . 96 -------< Sections >--------------------------- Section Database Material As As I T Label Shape Label Area 0,2 1, 3 1, 3 0, 2 C --- ----------------in-2----------------in"4----------in"4-------- RAFTER RE5 . 5X1. 5 2X6 8 .25 1 . 5 1. 5 1.55 20 . 80 COLLAR RE7.25X1.5 2X8 10 . 88 1. 5 1 . 5 2 . 04 47 .63 --------------------------- _< Members ----------------------- _ Memb Joints Rotate Section Releases Offsets Inactive? No. I J 900 Set I :AVM J:AVM I-End J-End Label 4 Length --- --------- -----in-------in---------------ft---- 1 1 2 COLLAR PIN PIN 18 . 00 2 1 3 RAFTER PIN 9 .49 3 3 2 RAFTER 9 .49 _ RISA-2D (R) Version 4 . 01. MC-2 Engineering Job #20554 1235 E. 4th Avenue, Suite 101 Page : Olympia, WA 98506 Date: File : CDYRFDES Cady storage shed roof collar tie/site built truss design AISC,NDS Parameters Section Length Lb-out Lb-in Lcomp K K Cm Cb,B Sway Member Set le-out le-in le-bend out in CH o i ---------------ft------ft------ft------ft----------------------------------- 1 COLLAR 18 . 00 2 RAFTER 9 .49 3 RAFTER 9 .49 Basic Load Case Data BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist . ---------------------------------------------------------------------------- 1 Dead loads 2 2 Snow load 2 3 Wind out 2 4 Wind in 2 5 Wind parallel 2 Member Distributed Loads, BLC 1 Joints Load Pattern Pattern Member I J Label Multiplier ------------------------------------------------ ---------------------------- 2 1 3 UNIFORM 30 . 0000 3 3 2 UNIFORM 30 . 0000 Member Distributed Loads, BLC 2 Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 2 1 3 UNIFORM 50 . 0000 3 3 2 UNIFORM 50 . 0000 Member Distributed Loads, BLC 3 Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------=------------------------------ 2 1 3 WINDOUT 18 . 3000 3 3 2 WINDOUT 14 .2300 Member Distributed Loads, BLC 4 Joints Load Pattern Pattern Member I J Label Multiplier ------------------------------------------------------------------------ 2 1 3 WINDIN 6 . 1000 3 3 2 WINDOUT 14 .2300 RISA-2D (R) Version 4 . 01 'Z 55 1 MC-2 Engineering Job : ##20554 �3 1235 E. 4th Avenue, Suite 101 Page : �� Olympia, WA 98506 Date : File : CDYRFDES Cady storage shed roof collar tie/site built truss design Member Distributed Loads, BLC 5 Joints Load Pattern Pattern Member I J Label Multiplier ---------------------------------------------------------------------------- 2 1 3 WINDOUT 14 . 2300 3 3 2 WINDOUT 14 . 2300 Load Patterns Pattern Magnitudes Locations Label Dir Start End Start End -------------------K/ft, F----------K/ft, F-----------ft or %-------ft or %--- UNIFORM Y -0 . 001 -0 . 001 0 . 000 0 . 000 WINDOUT y 0 . 001 0 . 001<' 0 . 000 0 . 000 WINDIN y -0 . 001 -0 . 001 0 . 000 0 . 000 Load Combinations RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv ---------------------------------------------------------------------------- 1 Dead and snow Y -1 1 1 2 1 y 2 Dead, snow, 1/2w ou Y 71 l 1 2 1 3 0 . 5 y y 3 Dead, snow, 1/2w in Y -1 1 1 2 1 4 0 . 5 y y 4 Dead, snow, 1/2w pa Y -1 1 1 2 1 5 0 . 5 y y 5 Dead, 1/2snow,w ou Y -1 1 1 2 0 . 5 3 1 y y 6 Dead, 1/2snow,w in Y -1 1 1 2 0 . 5 4 1 y y 7 Dead, 1/2snow,w pa Y -1 1 1 2 0 . 5 5 1 y y 8 0. 8Dead,w in Y -1 1 0 . 8 3 1 y y 9 0 . 8Dead,w out Y -1 1 0 . 8 4 1 y y 10 0 . 8Dead,w parall Y -1 1 -0 . 8 5 1 y y ---------------------------< Envelope Reactions >-----_------______----_____ ----- ------------ ---- Joint +------------ Forces -------------+ X lc Y lc Moment lc ------------K---------- --------K----------------K-ft------------------------- lU 0 . 01 5 0 . 80 3 0 . 00 1 L -0 . 06 6 0. 12 8 0 . 00 1 2U 0 . 00 1 0 .80 1 0. 00 1 L 0 . 00 1 0 . 13 8 0 . 00 1 Tot :9U 0 . 01 5 1 . 60 1 L -0 . 06 6 0 .25 8 Envelope Section Forces >------------------------- ------------------------- Section Memb l Axial lc Shear lc Moment lc -----------------K------------------K-----------------K-ft------------------ 1 1 U -0 . 17 8 0 . 02 1 0 . 00 1 L -1. 17 1 0 . 02 1 0 . 00 1 2 U -0 . 17 8 0. 02 1 -0. 05 1 L -1. 17 1 0 . 02 1 -0 . 05 1 4 - RISA-2D (R) Version 4 . 01 MC-2 Engineering Job : #20554 Q 1235 E. 4th Avenue, Suite 101 Page: 3v Olympia, WA 98506 Date : File : CDYRFDES Cady storage shed roof collar tie/site built truss design Envelope Section Forces Section Memb y Axial lc Shear lc Moment lc -----------------K------------------K-----------------K-ft------------------ 3 U -0 . 17 8 0 . 01 1 -0 . 08 1 L -1 . 17 1 0 . 01 1 -0 . 08 1 4 U -0 . 17 8 0 . 01 1 -0 . 10 1 L -1 . 17 1 0 . 01 1 -0 . 10 1 5 U -0 . 17 8 0 . 00 1 -0 . 11 1 L -1 . 17 1 0 . 00 1 -0 . 11 1 6 U -0 . 17 8 -0 . 01 1 -0 . 10 1 L -1 . 17 1 -0 . 01 1 -0 . 10 1 7 U -0 . 17 8 -0 . 01 1 •. -0 . 08 1 L -1 . 17 1 -0 . 01 1 -0 . 08 1 8 U -0 . 17 8 -0 . 02 1 -0 . 05 1 L -1 . 17 1 -0 . 02 1 -0 . 05 1 9 U -0 . 17 8 -0 . 02 1 0 . 00 1 L -1 . 17 1 -0 . 02 1 0 . 00 1 ---------------------------------------------------------------------------- 2 1 U 1 . 35 1 0 .38 3 0 . 00 1 L 0 .20 8 0 . 03 8 0 . 00 1 2 U 1 . 32 1 0 .29 3 -0 . 03 8 L 0 . 19 8 0 . 02 8 -0 .40 3 3 U 1 .29 1 0 . 19 3 -0 . 05 8 L 0 . 18 8 0 . 02 8 -0 . 68 3 4 U 1 .26 1 0 . 10 3 -0 . 07 8 L 0 . 17 8 0 . 01 8 -0 . 85 3 5 U 1 .23 1 0 . 00 1 -0 . 07 8 L 0 .16 8 0 . 00 1 -0 . 91 3 6 U 1 .20 1 -0 . 01 8 -0 . 07 8 L 0 . 15 8 -0 .10 3 -0 . 85 3 7 U 1.17 1 -0 . 02 8 -0 . 05 8 L 0 . 14 8 -0 . 19 3 -0 . 68 3 8 U 1 . 14 1 -0 . 02 8 -0 . 03 8 L 0 . 13 8 -0 .29 3 -0 .40 3 9 U 1 . 11 1 -0 . 03 8 0 . 00 1 L 0 . 12 8 -0 . 38 3 0 . 00 6 ---------------------------------------------------------------------------- 3 1 U 1 . 11 1 0 .37 1 0 . 00 1 L 0 . 12 8 0 . 05 8 0 . 00 1 2 U 1 . 14 1 0 .28 1 -0 . 05 8 L 0 . 13 8 0 . 04 8 -0 . 38 1 3 U 1 . 17 1 0. 18 1 -0 . 09 8 L 0 . 14 8 0 . 02 8 -0 . 66 1 4 U 1.20 1 0 . 09 1 -0 . 11 8 L 0. 15 8 0 . 01 8 -0 . 82 1 5 U 1.23 1 0 . 00 1 -0 . 12 8 L 0 .16 8 0 . 00 1 -0 . 88 1 6 U 1 .26 1 -0 . 01 8 -0 . 11 8 �, 0 . 17 8 -0. 09 1 -0 . 82 1 RISA-2D (R) Version 4 . 01 MC^2 Engineering Job : #20554 / 1235 E. 4th Avenue, Suite 101 Page: / Olympia, WA 98506 Date: ✓✓✓ Cady storage shed File : CDYRFDES roof collar tie/site built truss design Envelope Section Forces Section Memb y Axial lc Shear lc Moment lc -----------------K------------------K-----------------K-ft------------------ 7 U 1 . 29 1 -0 . 02 8 -0 . 09 8 L 0 . 17 8 -0 . 18 1 -0 . 66 1 8 U 1 . 32 1 -0 . 04 8 -0 . 05 8 L 0 . 18 8 -0 .28 1 -0 . 38 1 9 U 1 . 35 1 -0 . 05 8 0 . 00 1 L 0 . 19 8 -0 . 37 1 0 . 00 8 ---------------------------------------------------------------------------- ______________________< Envelope Section Deflections Section Memb y x lc y lc L/n lc ----------------in----------------in---------------------------------------- 1 1 U 0 . 00 1 0 . 00 1 NC 1 L 0 . 00 1 0 . 00 1 NC 1 2 U 0 . 00 1 -0 . 03 1 6791 . 16 1 L 0 . 00 8 -0 . 03 1 6791 . 16 1 3 U 0 . 00 1 . -0 . 06 1 3700 . 88 1 L 0 . 00 8 -0 . 06 1 3700 . 88 1 4 U 0 . 01 1 -0 . 08 1 2848 . 28 1 L 0 . 00 8 -0 . 08 1 2848 .28 1 5 U 0 . 01 1 -0 . 08 1 2636 . 88 1 L 0 . 00 8 -0 . 08 1 2636 . 88 1 6 U 0 . 01 1 -0 . 08 1 2848 .28 1 L 0 . 00 8 -0 . 08 1 2848 .28 1 7 U 0 . 01 1 -0 . 06 1 3700 . 89 1 L 0 . 00 8 -0 . 06 1 3700 . 89 1 8 U 0 . 01 1 -0 . 03 1 67.91 . 16 1 L 0 . 00 8 -0 . 03 1 6791 . 16 1 9 U 0 . 01 1 0 . 00 1 NC 1 L 0 . 00 8 0 . 00 1 NC 1 ------------------------------------------------------------------------ 2 1 U 0 . 00 1 0 . 00 1 NC 1 L 0 . 00 1 0 . 00 1 NC 1 2 U 0 . 00 8 -0 . 01 8 8402 . 70 8 L 0 . 00 1 -0 .18 3 662 . 13 3 3 U 0 . 00 8 -0 . 03 8 4579 . 10 8 L 0 . 00 1 -0 .33 3 360 . 83 3 4 U 0 . 00 8 -0 . 04 8 3524 . 17 8 L 0. 00 1 -0.43 3 277 . 70 3 5 U 0 . 00 8 -0. 04 8 3262 . 61 8 L -0 . 01 1 -0.47 3 257 . 09 3 6 U 0 . 00 8 -0. 04 8 3524 . 17 8 L -0 . 01 1 -0.44 3 277 . 70 3 7 U 0 . 00 8 -0. 03 8 4579 . 10 8 L -0 . 01 1 -0.36 3 360 . 83 3 � RISA-2D (R) Version 4 . 01 a65� MC"2 Engineering Job : #20554 1235 E. 4th Avenue, Suite 101 Page : 3� Olympia, WA 98506 Date: File : CDYRFDES Cady storage shed roof collar tie/site built truss design Envelope Section Deflections Section 14emb � x lc y lc L/n lc ----------------in----------------in---------------------------------------- 8 U 0 . 00 8 -0 . 02 8 8402 . 70 8 L -0 . 01 1 -0 .22 3 662 . 13 3 9 U 0 . 00 8 -0 . 01 8 NC 8 L -0 . 01 1 -0 . 05 1 NC 1 ---------------------------------------------------------------------------- 3 1 U 0 . 02 1 -0 . 01 8 NC 8 L 0 . 00 8 -0 . 05 1 - NC 1 2 U 0 . 02 1 -0 . 03 8 5127 . 16 8 L 0 . 00 8 -0 .21 1 688 . 09 1 3 U 0 . 02 1 -0 . 05 8 2794 . 08 8 L 0 . 00 8 -0 . 34 1 374 . 98 1 4 U 0 . 02 1 -0 . 06 8 2150 . 38 8 L 0 . 00 8 -0 .42 1 288 . 59 1 5 U 0 . 02 1 -0 . 06 8 1990 . 78 8 L 0 . 00 8 -0 .45 1 267 . 17 1 6 U 0 . 02 1 -0 . 06 8 2150 . 38 8 L 0 . 00 8 . -0 .41 1 288 . 59 1 7 U 0 . 02 1 -0 . 04 8 2794 . 08 8 L 0 . 00 8 -0 . 31 1 374 . 98 1 8 U 0 . 02 1 -0 . 02 8 5127 . 16 8 L 0 . 00 8 -0 . 17 1 688 . 09 1 9 U 0 . 01 1 0 . 00 1 NC 1 L 0 . 00 8 0 . 00 8 NC 8 ---------------------------------------------------------------------------- MC SQUARED, INC. Job: a s .v OLYMPIA, WASHINGTON 98506A(360)754-9339 Date: By: FAX(360)352-2044 Sheet: Page-,;21of �T/ �_...:__. N__Citq v�.._ saw• kS. W s i,D•f��`- I 6w, : AILv p r _ __• 1FL DP old$ - _ - 11� - .. A � i4- Imp f i itf T i � - i f i { 1 - i I i , i i ! 3 I ' ! . 3 TYPICAL SHEAR WALL NOTES All wall sheathing shall be 1/2"CDX plywood, 5/8"T1-11 siding, or 7/16"OSB with exterior exposure glue and span rated "SR 24/0"or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 8d or 10d common(8d common nails must be 0.131 inch diameter,Senco KC27 Nails are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are Simpson"Strong Tie"and shall be installed per the manufacture's recommendation. Equivalent hold downs by United Steel Products Company"Kant-Sag"that have ICBO approval can be substituted in place of Simpson hold downs. All double and triple studs shall glued and nailed together with 10d's at 3" o.c. for each layer. All 4x studs are to be #2 DF and all 6x studs are to be #1 DF when used for hold downs and shear walls. ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER. NOTE: MST STRAPS attaches to (2)2x or 4x studs in wall above and below unless noted otherwise. Nail all holes with 16d sinkers. SHEAR WALL SCHEDULE sheathing nailed with 8d's at 6" on center all edges and 12" on center field nail. capacity in DF studs — 260 pif sheathing nailed with 8d's at 4" on center all edges and 12" on center field nail. Panel edge framing shall have a single 3x or 4x nominal member. capacity in DF studs = 380 plf STRUCTURAL NOTES General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings,these notes, and the site conditions shall be reported to the Engineer,who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the Uniform Building Code except where noted. Design Criteria: 1. Live Load = 40 PSF (Floors) = 50 PSF (Decks) 25 PSF (Snow) 2. Dead Load = 15 PSF (Roof) 15 PSF (Floor) 150 PCF (Concrete) 3. Partition = 10 PSF (Floors) 4. Wind = 1997 UBC Exposure B @ 80 mph 5. Earthquake = 1997 UBC, Zone III 6. Soil = 1500 PSF, Assumed bearing capacity Concrete & Reinforcing Steel: 1. All concrete work shall be per the 1997 UBC Chapter 19. Tolerances shall be per UBC Chapter 19,Section 07. Mixing,placement,and inspection shall be per Sections 03,04,05, and 06. 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. 3. Concrete shall be in accordance with ASTM 150. fc=2500 PSI @ 28 day slump =4" maximum, 6%Air entrained. Carpentry: 1. 2X structural framing shall be#2 Douglas Fir. 2. 4x structural members shall be #2 Douglas Fir. 3. 6X members shall be#1 Douglas Fir. 4. 2X joists shall be kiln dried and stored in a dry area prior to installation. 5. Roof sheathing shall be nailed 6" o.c. edges and 12" o.c field with 8d's unless otherwise noted on the drawings. Hardware: All connection hardware shall be Simpson"Strong Tie". Connection hardware exposed to the weather or soil shall be treated as in steel above. CAUTION: CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. SHEAR 18 u AR WALL WINDOW OR DOOR OPNCs MULT STUDS AS REQ`D FOR STRAP III I I I I NAIL IBAEe PLATE TO IMPSON MST STRAP - SEE PLAN I I I BEAM W/ -ROWS *cl'S • tz" oc ROW STACK I I I I SLOT FLOOR SNTG AS REQT> TO PASS STRAP II FL SwTG r I II SEE PLANs—� I I WRAPS UNDER BEAM AND NAI AS REQ'D SHEAR WALL TO - BEA M C nNN ---�n MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: BY: FAX(360) 352-2044 Sheet: Page of Tvp SrDRAbll SH@'D N#A06V (2)►z cp a bs._ w/��Z s TR�w.rrltt, �,Tv evm r mass o *2 DF 2K O my WoASS k asb_oR cot *2.DrzK$f Sorroro c4aRA PLYWOOD 12001_ SN9AMI.4 No ✓ears an to It z ➢r HP Fir ak lo G✓rraa vr�sJaAowrdp 006' - - ►._._ tV I AP _ r I I , 1 1 11 I- i -4-A- 1 t 1 - I[-_ I ?— 1 , T ' 1 _ If �� I � 7ywhilK� �f 01 .AWN '�l1al��►� rrrd "rS + •wr8� 'fr INC 14 f rarMo 'CYAN ' 1 ASSn mod 000r+ to q� •7.pw f+Z a S.F65�Z/1L 1'►I/�E7 f71 MC SQUARED, INC. Job: L"b'Z y fTg;, -:j `1 f b -2bs64 OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: / Bv: 1' Rr�oat7s FAX(360) 352-2044 � Sheet: PageL! ?of __....._._._ IN DBL SPUD Ls ! I ' I _ , _ i I i t I , - ( ---t J I B1 , t MC SQUARED, INC. Job: OLYMPIA, WASHINGTON 98506 -� (360) 754-9339 Date: Bv:- FAX(360) 352-2044 Sheet: Page �L4 of ?)y i PTNP' i y _ v -I r a -- 9' J-—_._ ._ t i ; _ - _ _ :._1._. _TYP I i I P I 1 71I I 1 1 Jim • -tom- i i I -�-- i : I MC SQUARED, INC. Job:_ _GApY -n C? 5H D 62DE,54 OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date:�e�lDI $y:FOLDS FAX(360) 352-2044 Sheet: Page of i , 4 r. 1 3r r C� i i dr i 1 , ; � 3 , i 1 .. 4 1 i � lor k a 3 ...,rip,... �-._.. i 04 1_ I I i I 1{Q ..- 2, _, _- ---iJ 8 I � i SCABS, s/I. �i � I I I I I I MC SQUARED, INC. 5Hf_D '-} OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date:_ I By: FAX(360)352-2044 Sheet: Page -6taof F � CX Y A t � 1 — 3 : I -p Q I ]l C , __ ---'-- .. — I I I I I I MC SQUARED, INC. Job:- LADY STD ,E SHED 205E)L4 OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date:, (p 0 _By: 1;' FAX(360) 352-2044 Sheet: Page of i I { • i I , i � f _ , 1 t l L_ • I i i _ , L �w t — ' i , i I , ep - - : r t • r�-. - - i .- �.. 1 _ 1 I � - Aosr 1 MC SQUARED,*INC. Job: ;20S5 L4 ` OLYMPIA, WASHINGTON,9A0506 r ` (360) 754-9339 Dafe: �� gy:_E AY— j • FAX(360)352-2044 ' �► Sheet: t' Page (50 of It e- Pr H►' Z•.'l rya Ito Lcr4 �osr. Sd� Alu ell r , I j , 7 _4 . _ i i ! , : i r j - FLAN... , i : f - I(r F�T1A/6 PbSI C ONN ' . 1 L Documents attached to approved plans: m L Bull I►IM INSPEC10jq Site Plan '"SS9ftsECTT0A VARI! Plan review chf&klllt Engineering:fflN Lateral Vertica umber CHANGE SUBMIT CHANt`ES FOR APPROVAL PRIOR TO PERK 010-1,I J:, STD �� . G WORK THESE PLANS MUST Bc ON THE JOB SITE FOR INSPECTION. Y