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Plans (44) Kennedy Restoration 315 SE 7th ave. Portland, OR. 97214 Office: (503) 234-0509 Fax: (503) 234-4479 March 17, 2014 Policyholder: BETTY PARK 16780 SW BULL MT ROAD PORTLAND, OR 97224 Insurance Company: Allstate Insurance Co Claim Number: 0308423276 Job Number: 131475 Type of Damage: Fire Estimator: Jason Stephens Coordinator: Michael Boyd Cell: 503-704-9910 Type of Estimate: Fire Estimated Value: 59,000.00 ary OP'IIGARD REVIEWED F01:5(,) E COMPLIANCE Approved: [ OTC: i Permit#: if -ooO 3`� Address: ,79 3 r'► )LL— Suite By: w- Date ( Approved plans shall be on job site. OFFICE COPY d/L70 City of Tigard, Oregon Page 1 of 2 11/1 City of Tigard, Oregon �' !pi ,/,..;->,s ti sf:.i.t til,,,., Yr.;...r,i fAr. 9,_'..'i N s r,!" ° j i TJ� -' A.Pitilet tO Cali � ,. # P I :g.7t4'. I Property I PIa nin:I I ,_i,es ) Tan,p�rtati El. J I Slhlit:ay I A�nal._PhQ 4`; I Print I I Summary I Permit Summary I Riaht Of Way Permits I Community I Businesses I Liauor Licenses I Ha_ zar I P.Ids I Benchmarks I .Exolorer I 16780 SW BULL MOUNTAIN RD, TIGARD Property Summary ty / 'k 1 , '''r-',,f, mss. : 4s a Property Owner Info Tax ID Number: 251070001305 Tax Account Number: R1433817 Site Address: 16780 SW BULL MOUNTAIN Site City: Tigard Site ZIP: 97224 Owner Address: Owner City: TIGARD Owner State: OR Owner ZIP: 97224 Acres: 3.00 Sq Ft: 130,680.0 Bldg SF: 2,272 Bldg Value: $148,800 Land Value: $367,180 Total Value: $515,980 Taxable Ass'd Value: $379,690 Sale Price: $360,000 Sale Date: 06/28/2012 Year Built: 1987 District Info Municipality L City Tigard Tigard Urban Sery Bndry: No Tigard Neighborhoods L No records found. Tigard Park District: Yes Water Service L No records found. Phone Service Area L Provider Verizon https://www.tigardmaps.com/mox6_multimap/index.cfm?fuseaction=property.summary&... 3/10/2014 Structure-Main Level "'1 —t1 ep`Ae kS �S*i Ate ?...0 6/1..t. .'S 444.4 itiCk$C4Afitto 100441/ - - .,- ,C.,e'‘ --- ?otoo(ofete S.-it €, ... Xoso lido:cm) Ct- e...,, c., (ifc''''''''. :1.-",;14"ie,%Atte•--- A-01.1 All>4 5 62'11" \3, 22'8" 1 1. 7'9" 1 5' lhearth Al 31 4 I ,P,,j1\ Laundry rn v )M� , 1 T • , - I _317 wry;' I r tµ-}-- -S- 8'1" Dining M I Hallway M �� 11 12'S" q'3..� �titi TF . i,l 'v Co Garage Powder i N N I 11'11" l I I 5'1,. T 1 5'3" 6" L2 2" F- Kitchenair 5 CL St _ -2'7" - r 1 1 J `2'34-, _/ 11 12'3" ■ :-PC 1) v Coa / - _ Tl c„ ,-2,8"-I-2.-41±4 Entry`- N ,° l Family Room - ->c:' O ai,- 23' ' N 1-2'10" 9' - Office F 1 \ f 13'2" j�-�MI". I 35'10" / 44 ? Main &el BETTY PARK 2/10/2014 Page:33 Structure-Upstairs F ,4d4j,i1 ` l C � 1 9,,,,("if "depoilmf 4. �"` zx� CA) T- r - �l dmf. AI gje 1©6`10 3O x � W 14oW 7' 10rr �. . 8 5' Gr a� ' �,,, _��1 � ��� . � � � :A t. A 4feC' fZe.1 .-- A Bathroom - �� �� , ' « � ,, -r Master Bath ' �� ;°y' �-,�. r'a ,�.,�' w , �,. •� `D « ' i l0 ' K yr% s rl t 711* I :\ J 4 x end h` i . A 4� ;' a ,ma k�: %; vanity Su•' ^a" c:� M r rr t iey"(`V"� ' a �y'"� t +r*: 4 w" Y + ^ §��Q'".421 x .y " ' '1. SSEg Co tY � � i�� ,� 4 11 _44' � a����� � 1 .�� " �,t�y�� � � /�\ --;2'---1..4 2r-H ` R• L#1.i 1 L$� kii . � y pyx 1 " � U#s r �r t 'rb *, 1r grr, "v 5' 10" \� ���c` ' 's 't" s * � ,t ,x s 1.7kk-s x r.` 4wx "4 ,1 ,x". 4.,„Iv '4,, '�, y=�; a� a*'� a „,..,,,4:1. '� r r'S7y °C 5. a "'y� ro ' 'k 01. 8' 11 II i j°St' � ��� �/ �..�'�• l'.'& .,, ',, r , 'F �S! ~ 1 �," kyr 1$10$ 4- '' * II M ` ,s .i,'1fc�: wa�L."L. °� ac ' Ishii p.ti . hoot jWftS M i 2'5" k.-4.,-.7 41‘; F ..vi -w,k1,,,;::,,I4 � Bidroo Fn �'�,'"* 4,7" Bedroom I `_V °O 41 re ,e,..,• 4'S" \II 3 •/47 \ Closet (1) Closet (1)� 13' � J 13'6" i r rr I - 22 5 � 2/ a 4 Upsstttairs BETTY_PARK 2/10/2014 Page:34 « Roof-Source-Eagle View RfAAMP 'Roo' ,,, — /Imo 1 ad 6e• ,0� Wed Z 34' mio 6 1 �II. I i.J3ses + Nh / 4,46fe.... R1'43) �m a F '10" ik\ I 23'6" Iby 32'7" _ 'it.,� 7• ! op MV pp �)a LC.N \ 1:1 \ ,OP2(B) 4.. \ 3 p �11,6„ . ;11.44°Ite6fialliti. T _ F3 ',.s, y, - `, • � 0� 5 R$3 701, 10, 4 12 /' SCII!ciect p m S !c e 414 CI fo R10111) l��'TF...14F...14 F4(B) gt5 &,v a dBIOW —'la 111111111M11•0111� 35 6" l -1- \ 10,, B5 �5) 1:1•/0. :.to aT 1 F12 T I .<10' 3o1zf I 45. 9 6 Source - Eagle View BETTY_PARK 2/10/2014 Page:36 Structure-Exterior 41' 1" 40'7" � Skylightt4A1) oo ASO hde /2 ,7)//2‘ $ 6.11 d3"� 4' 1" N vO 0 0, /.412 Wee. TraUSSe5 Rear Elevation N N N j(1 . 7.44 36'4" 37' - 0( 1 Exterior BETTY_PARK 2/10/2014 Page:35 ■ 79 MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: 14-M M 043 6 Fax 916/676-1909 Kennedy Restoration The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses, Inc. Pages or sheets covered by this seal: R41564712 thru R41564713 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. pc0 PR°, - s C.;\ G l N 1 4 87#, 2PE gr' cn �j, OREGON SER �' •� A. Her EXPI RES:06/30/2015 March 11,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. 30-00-08 i Al w D rn N p i 0 D A3 Client: Kennedy Restoration / �.- Plan : Park Quote #: 14-MM0436 \ Sales : Mike Merriman x126 Order #: [???] ['RI,(1s1<)N'I'Kt'S$l I:,C` II31':Et 11550 SE Jennifer St Site : [???] Lot : [???] Clackamas, OR 97015 (503) 656-2983 Pitch: 6/12 Loading: 25.00-7.00-0.00-10.00 (503) 656-2647 Overhang 12" Date: 03/11/14 10:27:11 1 Job Truss Truss Type Qty Ply Kennedy Restoration R41564712 14-MM0436 Al GABLE 16R-L 1 1 Job Reference(optional) PRECISION TRUSS 8 LUMBER,INC., CLACKAMAS,OR.97015 7.430 s Jul 25 2013 MiTek Industries,Inc.Tue Mar 11 10:27:45 2014 Page 1 ID:IYTOrJR3QTwJ4Cm6m0EGzLzcO_w-GvA7e1CWfyBQLT075dFcF18w7Eb8f__K6F8a74Bzc?ti 0-0-01 15-0-4 I _._ 30-0-8 1-0-8 1-0-0 t5-0-4 15-0-4 1 0 0 Scale=1:54.9 3x4= 12 13 14 3 15 11 16 5.97 112 10 17 9 18 8 - 19 7 20 r6 - 21 5 0 22 4 23 3 „.111 2 d -6 d 6 6 .. d 6 6 6 6 $ d 6 d- d 6 6 d -d 24 25 izt 3x4= 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4= 3x4 = 1 2-8-0 I 30-0-8 I 30-0-8 Plate Offsets(X,Y): 113:0-2-0,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 24 n/r 120 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.03 Vert(TL) 0.00 25 n/r 90 BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 24 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:197 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS All bearings 30-0-8. (Ib)- Max Horz 2=-107(LC 6) Max Uplift All uplift 100 lb or less at joint(s)2,26,27,28,29,30,31,33,34,35,38,39,40,41,42,43, 44,24,45,46 Max Gray All reactions 250 lb or less at joint(s)2,26,27,28,29,30,31,33,34,35,36,37,38,39,40,41, 42,43,44,24,45,46 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. n [} pR 0re 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �' 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ;��) /� fit between the bottom chord and any other members. - 9)A plate rating reduction of 20%has been applied for the green lumber members. 8 S 2 PE T' 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,26,27,28,29,30, r 31,33,34,35,38,39,40,41,42,43,44,24,45,46. LOAD CASE(S) Standard ,. %k -y j OR EGO rt,(;) 4/ . tv ` A. Hevk EXPIRES:06/30/2015 March 11,2014 a WARNING-Verify design gamilieM'S and 0840 WITS ON WS AND INCIUDED P477E'K REFEREACE PAGE NII x473 mit,1 F3012014 ffirFORE UMx. NI Design valid for use only with Miler(Miler(connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the T erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding t y fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 ifaavailable from Sm./Miami wi P)tt. Y, Institute, x#i stVIA.d�:3 s,�.8 Street, xis are rhase Suite 312,Alexandria,VA 14. ft vni 006/0112030 ALM. Heights CA,95610 Citrus Hei • Job Truss Truss Type Qty Ply I Kennedy Restoration 14-MM0436 A2 STANDARD 14 1 841564713 Job Reference(optional) PRECISION TRUSS&LUMBER,INC., CLACKAMAS,OR.97015 7.430 s Jul 25 2013 MiTek Industries,Inc.Tue Mar 11 10:27:46 2014 Page 1 ID:IYTOrJR3QTWJ4Cm6m0EGzLzcO w-kSkVsND9QFJHydbKfKmroEkzOenOONVGUoJgddzc?th 1 0 0 7-9-8 x1-0-0 7-9-8 15-0-4 22-3-0 3 1-0-0 7-2-12 7-9-8-9-8 8 Scale=1:52.6 4x5 4 1 5.97 12 2x3 V\ 2x3// 3 5 2 oj1 r/ 6 F-- BB u/ -Irr 7 ]o 10 1 3x5= 12 9 8 3x4= 3x4= 3x4 = 3x5 = 10-2-7 I 19-10-1 30-0-8 10-2-7 9-7-11 10-2 7 Plate Offsets(X,Y): [2:0-0-10,0-0-2],[4:0-2-12,0-2-0],[6:0-0-10,0-0-2] LOADING(psf) SPACING 2-0-0 CSI I DEFL in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.37 8-10 >953 240 MT20 220/195 TCDL 7.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.63 6-8 >560 180 BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:125 lb FT=0% LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS (lb/size) 2=1413/0-5-8 (min.0-1-8),6=1413/0-5-8 (min.0-1-8) Max Horz 2=-107(LC 6) Max Uplift2=-174(LC 5),6=-174(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2410/221,3-4=-2146/225,4-5=-2146/226,5-6=-2410/221 BOT CHORD 2-10=-204/2055,8-10=43/1387,6-8=-97/2055 WEBS 4-8=-79/840,5-8=-451/217,4-10=-79/840,3-10=-451/217 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=174, ,ig.0 PR OP4- , 6=174. LOAD CASE(S) Standard C?� GIh1 Q/f `� 870„ 2PE , yfi'0jOREGON Ali 0 48ER \ 0Sk HE`S P EXPIRES:06/30/2015 March 11,2014 At 4t`ARdf -Vedly&sign;araiwa rsandREADICTEStDPIWSANDINCLEEDMi7FKRFFFR.rn PAGEKII7473 eii09r'2DUDEPORFtz5£ OM= Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. .. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 rf SauthsrrrBirt&t§P(tuats+,tau isnPer a_d,atra, 5 srnbues are thasC e!fiuue`txw OSfti/2023 nu ALS( Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 13/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property 4 offsets are indicated. Damage or Personal Injury r��= Dimensions are in ft-in-sixteenths. 11� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. fully embed teeth. onal or x-bracin and dia TOP CHORDS 9 g,is always required. See BCSI. 1IIMINIIII„ 2. Truss bracing must be designed by an engineer.For O'/16 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I iiiiiiiii,1,1 p bracing should be considered. ■_� 3. Neverkexceedtthe designdua loadingshownand never stack materials on inadequately braced trusses. 1 O 4. Provide copies of this truss design to the building C7-8 co-? C5-6 For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0-1i 6' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR 2362,ESR 1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that ve,I Indicated by symbol shown and/or SYP represents values as published specified. bytext in the bracingsection of the by AWC in the 200pr012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. 1 Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ©2012 MiTekOO All Rights Reserved approval of an engineer. ■MO reaction section indicates joint 116=E number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only., 18.Use of green or treated lumber may pose unacceptable — environmental,health or performance risks.Consult with Industry Standards: ANSI/TPII: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MAII is not sufficient. MiTekBCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. • Installing&Bracing of Metal Plate , Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013