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• 1105iloirj OUP 5 I V ALLSTRUCTURE Engineering L L C BECEV ED CI ®F TIGARD NOV 4 2010 Approved ��--- [ ARD November 1, 2010 Conditionally Approved [ ] CITY OF TIG See Letter to: Follow [ ] BUILDING DIVISION Carlson Enterprises Attached Tim Carlson Permit Number: p-co(4 PO Box 1311 Add - s: ►iPir Beaverton, OR 97075 B % V D at e: L • Approved plans RE: 15735 Alderbrook Circle shall be on job site. Residential Remodel Structural Elements. Dear Tim OFFICE COPY • In accordance with your request, we have conducted a structural analysis on our understanding of elements pertinent to the remodel associated with this residence. This analysis is based off our site observation and meeting conducted with you on October 20` 2010. The following is our findings: 1. On the east end of the building's north wall, it would be acceptable to remove up to 9' -4" of wall provided a minimum wall length of 2' -8" is maintained at each end. 2' -8" wall panels on each side of opening should be constructed per conventional framing "Alternate Braced Panel" guidelines. Opening should be headered with a 4x6 No. 2 DFL minimum, supported with (2) kings and (1) jack stud. 2. The new opening between the garage to house entry should be headered with a 4x10 No. 2 DFL beam - with a maximum span of 8ft, with (2) jack and (1) king stud for supports. 3. The new beam supporting the second floor and adjacent to the kitchen should be supported with a 5 1/8 "x10 'h" GLB. Beam ends should rest on 4x4 No.2 DFL posts bearing on stem wall footing construction. 4. The door leading into the master bedroom on the main floor can be widened to 3ft clear provided it is headered with a 4x6 No. 2 DFL beam supported by (1) king and (1) jack stud. As always we a e this opportunity to be of service to you on this matter. Please do not hesitate to contact us accordingl jshou :you have any comments or questions. Sincerel , Tim SIengl?, "E, E j R Principal to PROFF TPS /tps 1 % E ' 9 D Attachment: Allstructure Calculations dated 10/27/10 1440:1 EXPIRES: G / 7140 S.W. Fir Loop, Ste. 231 • Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 • www.allstructure.com • ‘ , A poJc-2,-/- /42/-47 7 ttp-o T / /74 ,s,; ' - I e7& ...:,,,,,, • =r' 1,;?e A i : e ,!,, r 1! 1 C.: ..; — ZS: A 1.R/7..#44', i _ I '1 (1 r r") ; . ‘ ,, ....., e.....,,.,, ..... , 4 i __ ---- ,...- '1'7 , rf IF- i 1 t 1 : : , 1.3 .. . 4, , / /7. --- , , , , -.: „, ( % .', ,i ::;•' :_ 'I..J IC'e'{ /e; C:',-- '727 ;!;.? e: ei: ;,,, C:=24 ;':7 '''''' 7r: 1 6.'' ■ .". L t 4.' lec7 It ,6 7 /, (--') IV ALLSTRUCTURE / 5 7 S''' / BY -rP5' DATE/P*4__ ; /IL Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 • 108 NO Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET / OF , , . . , ( .. . , . . . ow-61 ,r' c- ,:i - , / -A. . L..._ / t_ , • rstiq .• . f / --- . (-/e4 o .39,-- ri P V) a -m --- \!, . . — (23,f s C c-qa) (/, --- 17, 5' !SP -,.... .1 7 // ..- ! 1 , ,______ \ __ _\ _ Lf. ,t...,.._ , z h ( -4., : ;. , , 4.- /' i — . . \, 1 :' / 1 I 4-7 ci -? ,., (---- 3 / ,7 ,i-J-• . \ /-- /4 ,.. ,.., ......_ __ , ( 7,77 1 \ .• --___. ,-1,- i.., /. yr f - f..s.^. • 5,/, 7 ,..(- c:7. e, \ i / i ,/ (-?? i \ 2 / 1 v , - --• 1.''' • 7 A :____.....,__ /I 7,....7p7.7p ,....:) liA r / / 0 W 1 ' L-- 1 r., 1 Ik4vaz-, 1 ALLSTRUCTURE Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO Tigard, Oregon 97223 el.. v: 503.620.4314 • f: 503.620.4304 SHEET OF . , ,/C/• / lee6Cr e'.3 1.9c 414 t 1 r , / r l / f -4- # 6, (- .5) 4 4 - 4 l_. /ii i — '-/ ,— 1., ., r.n 1 1 /S r azr„ e f/z_, ,P7 I p',45_ po--,- c..oi,v--/ / Al" //V ,,--,/,r if ,-,/ , ra/ S 2 5 ai--- ,/,,./ 7J' i le7 ell C1,2 Cna .1- I EP C.) r r A-- e-k) 1 , 1 _ , 1 , , /1 , ( , $.-- - cr-,.... • D f t...., c-- f • 4 '4 (i) 4` -.N-10._.5 Z • ,t: i 1:n ' :?- 1 -7.) c, r-) r 7 -7 , _ • _ T' ,,,.; - f , . 4.. t, — 7 ,-;!, .L.i.. , z '7,, 32 .. . e7i-- /144 tr C4 L ALLSTRUCTURE /AL Engineering LLC B717DATE 3 5 CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO Tigard, Oregon 97223 T. v: 503.620.4314 • f: 503.620.4304 SHEET) OF . ' , . , t 1e,k,) HO to Cit „kr . ) (/) / ' .6 r vik4ly Z t-r ,, t- .._ $4/ ,<-fr , ..„,,,-,„,, r , / \ l 'el .. r, eit t e 0 .\ \ 1 7_ ..--i \ ... _ dea,.4 tn. ) , (.-- ,......) ......-- '..,4-1 4) z -- 4 3 .L ,r; i 4— ' , /T / , --.;pAJ 0 / , 4 tr3 (/\ t I 10 6.'‘'` [ .. , . . --- - ■ FrA 1Z5 o.ki C 17, c_- ,, ,. '7rf t.--- ,:„..„/,_ k ..1 .. „, - ). :C r... , , 1 ALLSTRUCTURE BY DATE /IL Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET le OF . , ( , i • . . 1\11-1 13FitH "17 1 /___4_.. (A...) . . A r r A . //— '.'.-• „...., „, 17- 7 ,- ---/ L pzr i / L / „ ..., _ - 4., t .,, ,..._ , i,e7e - / rt fr..; 1 Ifini'/ ( -2_.-- .,„ , -..,,, - 11-,,-,),r,-- ,....• r\....,r_ -- -- 2 . e--- ) 1 r ,-....) (._ ,- 7c ( 1 ( rt_:. .., /;;; '°•-": t ,i.) -),,t- 2- \ t / 761„) P -- ( R k iz, i t2-,/. \‘. .... — .- . . : - ALLSTRUCTURE BY /1 .. DATE /AL Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 10B NO Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET ..,..), OF Title : Job # • Dsgnr: Date: 1:11 PM, 27 OCT 10 Description : Scope : Rev: 580006 User: KW- 0607476, Ver5.8.0, 1- Dec -2003 Timber Beam & Joist Page 1 e. (c)1983 -2003 ENERCALC Engineering Software Description Timber Member Information :ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Timber Section 5.125x10.5 Beam Width in 5.125 Beam Depth in 10.500 Le: Unbraced Length ft 8.50 Timber Grade 'ouglas Fir, 24F - V4 Fb - Basic Allow psi 2,400.0 Fv - Basic Allow psi 240.0 Elastic Modulus ksi 1,800.0 Load Duration Factor 1.000 Member Type Sawn Repetitive Status No Center Span Data 3 Span ft 12.50 Dead Load #/ft 112.00 Live Load #/ft Point #1 DL Ibs 1,868.00 LL lbs 3,855.00 @ X ft 4.000 Results Ratio = 0.9419 M Nh UCR.' ib: STf ittiC. KYHX4'¢ F4"- RWA: rWY' �' K: k4ti': 'iOliiRaYS4c�'Y:AT4KL6:.'sx5v3. ?C,3- -_ i¢'"'Ak:2: n' i�fuAN, AiIYiY .VBAiNID'.QIY.= A34�tii�Pilf"4r{.: 'p�,W."?_?Sa� �s' ..^.n�a3NStvril:•�5t�'ti.1xM'4,m4 marts «4+k::xtiL»°±'�&At.G Mmax @ Center in -k 209.65 @ X = ft 4.00 fb : Actual psi 2,226.2 Fb : Allowable psi 2,363.5 Bending OK fv : Actual psi 125.3 Fv : Allowable psi 240.0 Shear OK Reactions @ Left End DL Ibs 1,970.24 LL Ibs 2,621.40 Max. DL +LL Ibs 4,591.64 @ Right End DL Ibs 1,297.76 LL Ibs 1,233.60 Max. DL +LL lbs 2,531.36 Deflections Ratio OK Center DL Defl in ,O::1 UDefl Ratio"" 779, 9 Center LL Defl in UDefl Ratio Center Total'Defl in Location ft r rI1 .50-,' UDefl Ratio 33^ . f • . • , 1 . E r i 5, 1J `F- ! 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FI x . : #14.14.y: � . .` '3 : '"". 3 F�' A t a. pp� a l ,0 f 13 w�`r" s '�, w` 0I I50FT ' • City of Portland, Corporate GIS 10/27/2010 THE GIS APPLICATIONS ACCESSED THROUGH 1115 WEB SITE PROVIDE A VISUAL DISPLAY TA F'OR UR C ONVENIENCE. EVERY REASONABLE EFFORT HAS BEEN IIE ACCURAR ASSOCIATED DATA. THE CITY OF PORTLAND MAKES NO WARRANTY, REPRESENTATION OR GUARANOF DATA AS TO THE CONTENT. SEQUENCE, ACCURACY, TIMELINESS OR COMPLECEN ESS TO OP ANY ASSURE OP T TILE DATA PROVIDED CY OF EDT] FSRFUN. AND HE T USER OF THESE APPLICATIONS SHOULD NOT RELY ON THE DATA PROVIDED HEREIN FOR ANY REASON. THE CRY YO OF P EXPLICITLY DISCLAIMS ANY REPRESENTATIONS AND W ARRANTIES, INCLUDING, WITHOUT L MAPS IMITATION, THE IMPLIED WARRANTIES OF MERCHANFABB.ITY AND FITNESS FOR A PARTICULAR PURPOSE. 7HE CITY OF PORTL SHALL ASSUME NO LIABILITY FOR ANY ERRORS. OMISSIONS, OR INACCURACIES M THE INFORMATION PROVmED REGARDLESS OF HOW CAUSED. THE CITY OF PORTLAND SHALL ASSUME NO LIAHIl.RY FOR ANY DECISIONS MADE OR ACTIONS TAKEN OR NOT TAKEN BY TFff USER OF THE APP M RELIANCE UPON ANY INFORMATION OR DATA FURNISHED HEREUNDER. FOR UPDATED INFORMATION ABOUT THE MAP DATA ON PORTLANDMAPS PLEASE REFER TO CITY'S MR7'ADATq. FOR QUESTIONS ABO ASSESSMENT INFORMATI PLEASE CONTACT THE COUNTY ASSESSORS OFFICE 313 YOUR COUNTY. Address Mapping Advanced Gooqle Earth Help About P ortlandMaps © 2010 Ci ty of Portland, Oregon ON . http:// www .portlandmaps.com/detail.cfm? action = Photo &propertyid= W251863 &state_id... 10/27/2010 1 RECEIVE NOV 4 2010 Carlson Enterprises r ses LLC Scope of f TIGARD A DIVISION • Replace furnace (move over 6 ") • Install new shower in master bath • Move heating duct in master bath to accommodate new shower • Move Pocket door in master bath (Non- bearing) • Move closet wall in master bedroom (1' ) • Move crawl space entrance over 4' (in closet) • Remove master slider (replace with two 2 ° -5° window's) • Change master bedroom door (3 ° -6 °) • Remove 16" of living room entry wall (Non bearing) • Replace kitchen beam with 5 1 /8 "x 10 %2" G.L. Beam • Remove Non bearing wall's in kitchen and ceiling • Add plumbing for extra sink in kitchen • Add gas lines for hot water heater and direct -vent fireplace • Move gas line to furnace • Build new Laundry room in garage /under stairs • Replace all windows with vinyl windows • Add garage man door • Cover existing fireplace (remove gas line) • Add direct -vent fireplace and two 3 ° -1° window's • Replace Electrical panel ` F , . _- @' mod' .._ L U Lkif cz, /y. ® c■ Q c/) t;•: v • '�/ Q e ct. PO Carlson Box 1311 Entp Beaveses rton, LLC or 97075 (503) -443 5166 • � � � �. j + ! r y t • 1 ' I CO .� f.. — , ! ' 1 1 P' . i ll ixrl a 1 a 4 . 5; • .sue gl 1 ° , : P I ' i Y 4 S :X • it • ,, r 1 ti ' \ :, , is ,: b . ti • )' • ' 1 ; 741; . k a ` y 0 • 11M ■ :. p In ,- . ..• , , l Er-N:6 pt 1 . � 1• i 419 1 n o >? L ! a . 1 1 ar r i 1 r + 1 i - �" II w • 1 `• ' 11 ' } I I 1 ii . 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