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Plans (15) 1 f 'VS I Conni[ti • 111111--D CEIVE JAN 17 2013 inamiuminulinut iripiamine CTTYOFTIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS FLITCH BEAM DESIGN 12480 SW Summer Crest Dr.,Tigard,OR Kay Betton CITY OF TIGARD December 5,2012 Approvei41--..16P-ATC50 [V]� Project No. 090150 Conditionally Approved [ ] See Letter to:Follow [ ] Atteed [ ] 3 Pages Permit Number T 4-0-40 Add ss: I t; "MEN/12441 ¢.0 PROF.F, By: Date: EZ 4690 T" Approved pians %,, • ; . ` . shall be on job site. le. ORE Ale -49 A,` �� OFFICE COPY cs coviDo? ?2/6e"A3 WIRES: /7,Ansii ***LIMITATIONS*** ENGINEER WAS RETAINED INA LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR THE ACCURACY OF THE SAME. NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. 3 Nootoe Pa�rawa�y, Suite 7)-157 .dace &tie9o. OR 97035 503. 737.4344 L.S-coK.+.ui'tia9 a)cosscaa act s G / ( .) 5y? ,( • //7 GL: i / �-.��:... ail @ ay„.. o. c, I -/--- U • • v • o o O . . . • . . • . o . • it \.- (a) 2o,.0s y I/u fel / y I lyXg�ix9-3 ea, Ibe 'l_r____ ' i 3%zu cl 3" it / �/ _-..___�__ b / / _ �_ t 17 — Kitchen Flitch Beam 090150 RNS Consulting LLC project ,# 12480 SW Summer Crest Dr.,Tigaard,OR 97223 11605 NE 16th St. Address Vancouver, WA 98684 Client Kay Belton (503) 737-4344 RP 12/05/2012 RNS-consulting@comcast.net Pi,' pie 1 of 3 COMPOSITE BEAM DESIGN FOR UNIFORM LOADING Description: Existing glue-lam beam w/1/eflitch plates on ea.side Live Load= 459.76 plf Member Type • Dead Load= 172.41 plf S -Member 1-Glulam,Sawn Lumber,Paralam,Microlam,or Steel wror= 632.17 plf G -Member 2 Glulam,Sawn Lumber,Paralam Microlam,or Steel L= 17ft _ El = 29000000 psi 50. =Fy (if Steel is selected) E2= 1800000 psi w1 = 360.17 plf w2= 272.00 plf M1 = 13011.04 ft-1b V1 = 3061.421 lb M2= 9826.1 ft-lb V2= 2312.024 lb MEMBER 1 MEMBER 2 F'b1 = 30000.00 psi F'b2= 2755.30 psi F'v1 = 20000 psi F'v2= 218.5 psi dl = 8.50 in d2= 9.00 in b1 = 0.50 in b2= 5.13 in Sx1= 6.02 in3 Sx2= 69.19 in3 1x1 = 25.59 in4 1x2= 311.34 in4 Al = 4.25 intz A2= 46.125 in2 1.15 / 1.50 in C = °-= � o-__ 1.15 I°= 16.00 in CMS 1 1e = 3.09 in C, 1 to = 32.96 in Ct= 1. _ 10.25 01(<50 Cf= ._ 1 Rb= 3.36 OK<5t1 C�= 0.99906 F b: 3106.79 CL= 0.998298 F*bx 2849.65 CF1 = 1.039 Kbe 1 = 0.609 CF2= 1.032 Kbe 2= 0.609 Cv= 1 E'y 1 = 29000000 Cv= 1 E'y 1= 1600000 Cb,= 1 FbE 1 = 168104 psi Cb,= 1 Fbe 1 = 86277 psi Cr= 1 x= 10.00 Cr= _ 1 X= -10.00_ Cf= 1 Cr_ 1 CH= 1_ CH= ._ 1 fb1= 25932 OK fb2= 1704 OK f„1= 1081 OK f„2= 75 OK TL Deflection= 0.9121 1/224 OK USE 0.5 x 8.5 Steel Plate LL Deflection= 0.6633 11308 OK - WITH 5.125 x 9 24F-V4 GLULAM Kitchen Flitch-Seam 090150 RNS ConsultingLLC Project Job u 12480 SW Summer Crest Dr.,Tigaard,OR 97223 11605 NE 16th St. Address Kay Betton Vancouver, WA 98684 CI lent, (503) 7374344 RP 12/05/2012 Pate p Z RNS-consulting@comcast.net �' 3 L .4" N L.l:T.a M 2_4h37.23 fr �/ bsgbr b3 b,.(1= ��sK'1 (4r y (y. y. 3 . io° (z sco w5. '/„.•,r� Q 2 N = ys6 h3, g z -- y7. z`7 lPsr L/5- - ss-(iz)_ Z ti 9 y$ _ /,3 33 4 1 Iv ,.c. Che.e N) 7q�jlll4Cr�p / rd. r/ ( _. .. ... i' i .S /s, ,x, �. ( la tte.s.,...t &A... 69, i 73/. 6' Ps' r� 4/6,.1.5 9 0.73s 21/oa(/./s-)(179g)= 275.5-. 1/9 > Z'13 1 .6 f 21 y,y5- ts, 4/6,13 r _ Zv-a /-is ) - 276 > 2/y, 4/g a /S Kitchen Flitch Beam 090150 RNS Consulting LLC project # 12480 SW Summer Crest Dr.,Tigaard,OR 97223 Job 11605 NE 16th St. Addresz Vancouver, WA 98684 Client Kay Belton (503) 737-4344 RP 12/05/2012 64/ nye pie 3 of 3 RNS-consulting@comcast.net • Gvi7Beam Project: s r �. ; s, ,, C£ x 9 GG d - By: Date: Checked: Date: Page: Reactions - kips, kip ft k Z 1.4614 3 p410 •y T T Shear - kips 596631 -4.1 • Moment - kip ft i>,ls 6.637232 /;- 9. zs 1.7,5" 3,z5 /Z.sI Rotation - radians 1 122678 /.o, Deflection - inches 1 111111 . • /1/14 3a, o4 WinBeam 3.30 - Registered to Fun to Learn ,--.— ... 1 i . t , , t 1 , . . . . „ . . . . . . ... . f i ,ii,e) —, ?L'.4 7-el ro ,, V.,•• --..„.„..,... , •.,, ii$E ----7 'i 1 • 7 1 ' ' , 1 1 i 1 • Lo A t c_ L.,, ,,, / --, 7 = 2 ei y „....4 5 14"7.,' ' ‘'''' &•.pts, / I :5) •,..? .../"... I _ .i.- „..I-, 04,4icy0) W, , ,../ , 6 ii;* 00 '9011, c'e'2 19/,A , eAN %- -,..4 • v , ed:PIRES:/V 3 1 7 zo/,v1 • RNS Consulting LLC 11605 NE 16th St. Ac4cires 5 /2.va o ...5-64..) c--” -)? ' R q722,?, . Vancouver, WA 98684chat '...5.,,, (503) 737-4344 [314 —64? pate ep e/es 9' /2.-(.3,'. r,,,,, / or / RNS-consulting@comcast.net . . . ,___ r„?( I 5 1-7 )L-V-7-- ___ .. REMOVE EXft..',T. WINDOW RE FRAME AS NEEDED .---' V --- FOR 6 x 0 POSTS ( 3' ONE TUBE SURFACE } FLUORESCENT W/ ACRYLIC LENS Fa ( _. - ____ E> x 6 POST, FTP., «I DF/L t1 )1:57' ,. „----_,---- W/ ACES POST CAP W/ l , - 4' TWO TUBE FLUSH __ Wilt N" ,--" ,,--- ISD IN BEAM, 0 - ISD IN POST ,, FLUORESCENT W/ ACRYLIC LENS ,,, -,- ----- ., ., -,/-2'.0NE TUBE SURFACE --- i- / ,,,----- ,,--- ,---• 4 x 0 POST, *1 DF/L ,.' FLUORESCENT MOUNTED . 7 ,, ,!' , -----.- //' ./''' _ - ( UNDER UPPER CABINET ---' ,- . ------- /V' f----- REMOVE 30" PORTION / OF CONC FOUNDATION .–. _..„. , ,..---- ,,,---- WALL ABOVE GARAGE 3,..3h ,, ,_3, 5,..432,,,,„,--- 2,-an 41-2" FLOOR ELEV. - INSTALL / ,Y 3 1z- ir-' --- -- / NEW 3SDOOR WI 3/4' • THRESHOLD 6 '...1--'1,-- --.'--' 0 ,-- / MOVE EXISTING ELEC. T. .41 - Jo ___ iii!irammuni, wiriiir t. -. --. — _ SWITCHES 4 CONTROLS [1:4 TO NSITLOCATIOR 'Nei --,- --- '41 i 18' 1 . ior 0 ,____ e' 66y - I 1 I I T-T-T-T- , E.. NK PW 114) _____ '9._-, 1 111 '1111111 - I II 1111111 my 1 ----rX 3V-117:kr I 1111111 _ 1 IREIMOVE EffING 1 1 1 01 LUCOD STAIRS _---- .- _ Aell ____-- _ tA A\'' '' :36,?+ ____ _ _ __ _ 1_ _i _I_ _ 1_ _i A__I__ 1_ _i_ _ i C-1 T ti° 1,--, "r"—WORIZ.MOUNTED\ TO BASE CABINET I 48L --s\ li FOR USE AT COUNTER 10 18'MOUNTED TO DEMO. CONCRETE WALL .0 BASE CABINET I AF3OvE GARAGE FLOOR - • 1 ._ % CONSTRUCT NEW FLOOR $ – _ -..L 49.e/ / k-\-, Oy. •1 _ ___ I. ---4‘ U _ REF _ ,_ I ///......,______ REMOVE EXISTING DOOR <7 4 STEPS - FRAME 4 SHEATH 00 OPENING TO MATCH \//t---- c`w • ///i - --,c-- (7//////.._ , 7-7 EXISTING '-'\,---.e-----,\ / NEW 2 x 4 STUD WALL CONSTRUCTION / / 'c „,.)"-) 11-2"},) -----------4' 2'-5" ...1- / / EXTEND EXISTING WALL EXISTING ELECTRICAL TO REMAIN WHEN POSSIBLE RELOCATE DOOR OPENING INSTALL 34' POCKET DOOR n Susan A. Lane, Designer 5323 NE Sacramento St. MAIN FLOCR FLAN - KITCHEN Betton-GrIlley Residence 0 12450 SW Surnmercrest Dr. Portland, Oreon 91213 Scale: /4' p..0. File; I5GFPK Tigard, Oregon 91223 g1 .. ID or IS 251-1400 Date, April 5, 1994 Revised,1/8/94 590-3409 ------------ ----- (AJ ' i I• I 738- - ‘ F -2fi 1( ~ 1 \ t i i� 7 I ,' '--, 0 GRILLEY/BETTON 0.1 ( I allIk elP KITCHEN REMODEL ,� _I lb rill SII 1 - I lI er. 1 i\ I 1 1 I \ li M.���W��M E D g gee _MEM 11 — MEM ll s 778 -+---------48 -I 32- 1 -256 - I ;ALL DIMENSIONS AND SIZE DESIGNATIONSGIVEN ARE SUBJECT TO VERIFICATION ON JOB SITE AND ADJUSTMENT TO FIT JOB CONDITIONS j - J GRILLEY BETTON Soak: ,,,,. Approved by-7— Drawnby: MEQ bak: 8.16.12 kevisad'. MEG JOHNSON CKD KITCHEN CONCEPT Dawing num.er: ieri. k-H, ,_ ,., ....... L . ..., .., .. :45, f Lglip..., . . ' /te*A .1. i -_ ") 1,01,-, ,: mar