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Sc4( Ii _ • OFFICE COPY T A) LIABILITY CITY OF TIGARD The City of Tigard and its REVIEWED FOg ODE COMi'L:�T, �L employees shall not be �rc(x r '` Approved: [,/] responsible for discrepancies OTC: [ _s which may appear herein. Permit#: ( C) 0 b is ) Y m.ST'Z Wood structural memoers Loa(u. Address: 1Z17 S\,6 7" -br a ,,- exposed to the weather to be -- Suite #: VI Pressure Treated or decay resistan • I3�: n Date: 5/1S//-�LpZ-7j PEr317,1,3 ((( CITY OF TR ARD Approved plans Approved by !arming shalt be on lob sT+-. —� — Date: s- 20 Initials fh— 1 CD i i yy i i ilt-Ck ' 6\ y j I' VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION 1 OF ERRORS. ORSC 105.4 ..\\N _ _________ /_._ �_ ...../ 12ns SWCierar 1 e Ni d-toes( pays yD3 459. -743 RECEIVED APR 30 2020 CITY OF TIGARD PLANNING/ENGINEERING L 15' Sca[c / „, Li , NT 1( -e- iir ,`�2-e c- c -fir b�-� v 3 a,46z.d""v`."-+ ,/ ■ • '-----Asphalt roof Prefab scissor truss 18' 2" I 24" spacing Hurricane ties 16'1/2" 18' 2" ,5' �5 1/2" x 10 1/2" glulam be, Simpson end column cap 14' 3" is ---6"x6" pressure treated post / \ 41 ' 3 1/2" • *AMEAnED NV,HT.IACK AFT OCORNLG DOC NO DSADISO '' 'A OAKENGINEERING, "` " '� ' ARLINGTON RIDGE PLAT BOOK q' PAGE 6O Arm CAM.OREGON 97223 DOCUMENT No Raln/a�6� SECTION (w)asz-eoas LOCATED IN THE NORTHWEST 1/4 OF'SECTION 10. ' 4 13 CORNER TOWNSHIP 2 SWTH. RANGE 1 WEST, WILLAMETTE MERIDIAN, o D'A'1°AIPHA•'A G"P 1a0O' W. POAM /V*o.ED SURD APRIL 19, 1994 aTY OF' TIGARD. WASHINGTON COUNTY, OREGON Erw.•WC' S C. 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L3W n 999 Sr g 8 T.00 s 8 00 Srg 8 00 SF aiu Ai VI c2 • 2s' so - 8 2 T: R ft A o > iw 29 L43 a 14.880 s >1 o 131,00 : gI g n S BD59.3r W S�39.3.2'M 9 a4S9•SY W S BL139.3r W S B93.47 W n m SS P$ 12a00' 11Aar HAW nam' 13S4T H 8939'20'E S g $ t30.00' 1T1.OD' 111.Otl ,*LOOS + 132.42 3 w6 N ,1q.N• B`dJ Sii to ' s69,9'{rw Ts Oyt 12T21 s L' D.T93 Sr g$ 11.?00 s g$ 25 g '• 2 S b 27 $tl�" i G - -8 - 8 ,1.,00 s g / 1,.1 s g 88 13.,82 S ^N w xi l t00 ,,,:tit PSAp WOO' 111.00• I11.ar Ill..• 11w' *c,,,t I ^ �` e 11 E� F, r ie U y5 b' 53L S. W. CHANDLER ,1. DRIVE 3 a 'w.a' Rl�a 1 ft • N s®19'aY W $ 7 4 - _ - _ S 09397r W - - - h 15015 s •U.. CT '" • 3 E A 20.43' N 59.7tl • 11noD' • 11a0o' • ND.ar a'---,air �, g 31 co az H ,'>. IN A KIPS s e^P s O�,,4` s s 3 m u' �' g g ��•0 426 @,� 5 .8 - 4 g^13 g g g s k y2' d3 1,.000 s g g ,,,ow s 8 8- 11.0030 Sr g 1 I1.5.I s g $ 1z2T Sr .y E, o ,537s• r 3Z 2 8 2 f 9 ^I $6T53'2�W I SF le9.a• 140.6S ` Haar moo' X JY�' S 105 +z W `Co I •"� r•to - t•�T x \`- 26.319' ...i t84.m' f 13110' �/•24.98' 0 N OF I 15 , S 8959'32' W 16 I 720.35' 17 I 18 3 1 p.{32 ff 4 BASISPER SURVEY BEARINGSAND BOUNDARY DETERMINATION LEGEND INC. AM ES ORCHARD" '" 1'> �' Z = Z PUT RESIRICDONS o FOUND s/a'uRCO WITH 0100, PLASTIC DM INSCRIBED I. AN&00 FOOT WISE PRIBUC UTILITY EAs3RENT SHALL COST ALONG 'ALPHA 0 0.WO 0R AS NOTED. P m •m CST - .1 ^ -e ALL LOT MIS TRACT USES ABUTTING PUBLIC 5NGLIi X FOUND s,'r IRON ROO M1M N0 CAP. uasT[� b F• 72.48 g • J 2. SUBJECT TO CONDITIONS,COVENANTS AND RESTRICTONS AS RECORDED PFOF'ESSIDNK �< 05n E ^' 2~ IN OOC.NO.4y06376y WA91M0TdV caws IMO RECORDS / SET 5/6'%30'WON RW TA1N TRLOw PUSTC CM LAND SURVEYOR T W qqQe gN O INSCRBED"ALPHA ENG,WC' _' , • F G ; O 3. THERE SHALL BE NO VEHICULAR ACCESS ONTO S.W.GAARDE ROAD FROM . 'f O I+ 4 _C 0 TRACT'A'N LOTS 10 AND IT.THERE SHALL BE NO ACCESS ONTO • 5/6'K 30'IRON ROO,WIN ALUMMLI CAP INSCRIBED s P 0 ' 0 Sw.HAZE*.MU.OR.FROM LOT 33. ALPHA DIG..INC.'TO BE POST u0NU1HNTE0 IN STREET. G•CWN nB O : S 3S `U3,,Oy .,- {. *FACT A IS SUB.ELT TO A BLANKET PVBME..191fM DRAIN EASEMENT • 3/0'x 30'WON ROD MIM YELLOW PLASTIC CAP WSCRIBCD a IMP / �> Q S w ,9.172 SF 0.4 'y AND IS CONPE1E0'TO THE OTT CF TIGARD BY THE DECLARANTS. ALPHA AD..WC'TO BE SET M,M01 THE THE 000061ED u,tlu[2 R.GAM p ^`S�II- N THE SURVEYOR'S CERTIFICATE 240 3 O 5. TRACT'B'IS SUB.IECT TO A PEDESTRIAN AND E3ERWICY VEHICLE ACCTS.5 g C Z EASEMENTS AND IS CONVEYED TO THE OTT OF TIGARD BY THE DECLARANTS. SET OCTOR 4 law vAYD NM 6-30-95 130tl PUBLIC W El p NOTES'' I R. RON 900 XEREBY CERTIFY A THAT1W$T1AL1Nf.IS A TRUE AND COACT U11U7Y E.VSf}IdT (.C ti 1. MERE IS NO KNOWN GEOOETC CONTROL MONUMENT WITHIN ONE-HALF MILEDOPY OF ME PLAT OF'ARUNGlON RIDGE'. ^- T YA.C,YELLOW PLASTIC CM -I I. i 23C0' 3500' 199.94' OF ME BOUNDARY 1W5 PLAT. C.I.P. GKYAWZEO WON PPE �,. ,1 O MOB, L PRIVATE RCoNor-K STERN GRAIN EASEMENT PON THE MATT OF LOTS 26-3i (R) RADIK �fiTl�,/�y,�/ '•P'*4'�' B9'S8'2�' W 259'9'{'LtOT 23 DRAINAGE FADUTY 70 BE 091E0 AND loNTAINED BY SAID LOT owiER1 *Sar T So'210N R00 wIM.Luwr„M€AP Mp1A¢R.GATES P.L.S.z4.9 SCALE' T' 50' I S.W, IHAZELHILL DRIVE "AWES ORCHARD" 3g. NSERNED-ALPHA ENO_wC.-950E A MONUMENT SHEET 1 OF 2 803 TO BC POST 909INCNtC0 M STREET. *SET BRASS SCREW WITH BRASS TAG INSCRIBED•ALCNA ENG'.NEERN0 INC• 91 CONCRETE AT THE FOLL OWN;LOEATONS. SD .00 0 Oi 144 :' ,:i r.m.• NO ..+ ,w MMr- . w q-+r-4�w�yy►.wr80..l�.� r > r .!M 1 1 »; ..V r. A,l wt.� .;y w AD 1 p CI to • ? 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Ur 83.0E ____ I W 12127 A'/1Nil( e!T -If.: I err z i UP 0toLId' ViCU 4 3 `'1- Eder r .. ®. i • I `Asphalt roof Prefab scissor truss 18 2 24"spacing Hurricane lies 1 ® B /\ 18 2" B B B Simpson end c.lumn cap B 5 V2"x 10 1/2"glulam berm 14 3 6"xa"pressure treated post 141'3 1/2"I Tcusses w;I I f,-t k_ by PPcS,C lamb-a- fi Truss ?ky td it Prbt/kJt er5 A eer;6, c:nq U,ev _ ® I Simpson column cap T. -French door Prefab scissor truss roof 24"on center ------ 0 114'31 V -6f--e— , Existing deck 2"x8" joists , .— Existing grade 0 5'? 6x6 pressure treated pos_y____=_ WM 61mgm W! 4 i( CyraniZM NBCkq 5 i c'hQ t. ice S_2 Cord os f` ``SDS SC re‹.J 5...Jojr- 417..;.:e -- L,i ,- ..xd - _ - _ , .. - _. _ - ••- -- - / / / _ - / 1 -z1 r•,) ,.; ..,..,. ..t.),,'.,,K a .frte_,):::),..,,. ,... „...,‘, .... / / ;', / / / I I HZ 117 I- P-1 _ie.'', ' .:- iaj- C41-1. MA 0 Cc`l 'GOJ , _/ ---1.-:', . 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Ili 0,04) 1 ill lull i' 1) i i�UOr-WVNO 3' 1 ) jini4 ,.,--• c"--- ,' —1 — —1‘ - ), •-•--r- ' 177131'3L'i IL . 4 . . . , '..'-...:'..,;` • ... . ' .. ,' TV.-11,• ,,,,;4' ....,,,Att-- zimcVa- 4,..'ft.:',.'4',..'...;- ;''71''!';PC.Ifilf.ng. .4'. 64'...", C F®R T E ■'E , MEMBER REPORT PASSED Level, Wall: Header 1 piece(s)5 1/2"x 10 1/2" 24F-V8 DF Glulam Overall Length:14'6' 0 14'6' /11 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall 1.0 D+0.45 W+0.75 L+0.75 Lr(A l Member Type:Header Member Reaction(Ibs) 2013 Co 4" 19663(5.50") Passed(10%) - SParls) Building Use:Residential Shear(lbs) 1488©1'4" 12753 Passed(12%) 1.25 1.0 0+1.0 Lr(All Spans) Budding Code:I8C 2018 Pos Moment(Ft-lbs) 6017 @ 7'3" 25266 Passed(24%) 1.25 1.0 D+1.0 Lr(All Spans) Design Methodology:Aso Neg Moment(Ft-lbs) -2980 @ 7'3" 32340 Passed(9%) 1.60 0.6 D-0.7 E(All Spans) Live Load Deft.(in) 0.227 @ 7'3" 0.346 Passed(1/730) - Sp D+0.45 W+0.75 L+0.75 Lr(All Spans) Total Load Defl.(in) 0.240 @ 7'3" 0.692 Passed(L/693) - 1.0 D+0.45 W+0.75 L+0.75 Lr(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must he braced at 14'6"o/c based on loads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'6"o/c based on loads applied,unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L••13'10". •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=13'10". •-903 lbs uplift at support located at 4",Strapping or other restraint may be required. • 403 lbs uplift at support located at 14'2".Strapping or other restraint may be required. •The effects of positive or negative camber have not been accounted for when calculating deflection. •Applicable calculations are based on NOS. Bearing Length Loads to Supports(Ibs) Supports Total Available Requited Dead Roof live Snow Wind Seismic Total Accessories 1-Trimmer-SPF 5.50" 5.50" 1.50" 102 1722 1033 1378 1378/-1378 1378 None 2-Trimmer-SPF 5613/- 5.50" 5.50" 1.50" 102 1722 1033 1378 1378/-1378 1378 None Dead Roof live Snow Wind Seismic Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) (1.15) (1.60) (1.60) Comments 0-Self Weight(PLF) 0 to 14'6" N/A 14.0 - - - - 1-Uniform(PSF) 0 to 14'6" 9'6" - 25.0 15.0 20.0 20.0 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by FarteWEB Software Operator ForteWEB Software operator .lob Notes 4/27/2020 3:27:31 AM UTC Dan Frye A my own ForteWEB v2.4,Engine:V8.0.1.5,Data:V7.3.2.0 , (503)459-7439 File Name'deck 2 Mtboard10@msn.com Weyerhaeuser Page 1/ 1 NAME: Al GROUP: GROUP1 JOB: 23117-DAN FRYE LOH: 2 0-0 ROH: 2-0-0 OTY: 2 MBR: 1 BDFT: 98.67 SPAN: 16-0-0 LOADING: (25.00, 7.00,10.00) Spec:Storage;NET,5,Unbalanced Snow OC:24 CS1:15 SnOOpina Sulam:0-O3-I5 N-1.:x9 eonmee:ors e8gleal fit QeS1e Studs tam,,,• Sa OA P ( '(---- 8-00-00 0-00-00 12 12 6.00v 11-4x6 Q6.00 4,0^ {- US M-3x6."M-3x6 9-Il M-1.519-386 r M-32M1,5x3 M-3x6 *6 M- M-3x6 t SA 12/T / \ M-l. M-5xe 509 M-3x4M.O M-3x4 M- 6 -1 d3.00 3.00.. 12 12 1 ' 1 J. 1 l -00-00 9-00-00 1 1 } 1 :0-00 If-00-00 NAME: A2 GROUP: GROUPI JOB: 23117-DAN FRYE LOH: 2 0-0 ROH: 2 0-0 QTY: 7 MBR: 1 BDFT: 252.00 SPAN: 16-0-0 LOADING: (25.00, 7.00,10.00) Spec:Storage;NET,5,Unbalanced Snow OC:24 CS1:15 8-00-00 8-00-00 T T 1' 12 12 6,00(,i M-4x6 q6,00 x. 6 Ll 1-p` M-1,5x3 M-1.5x3 P 6 z :if 2'4 e m N-3x4 M-3x4 - or i 2- I.-- - `` 0z 1, 1_ _3.00 3.00_. 12 12 1 1 k- 1 1 2-00-00 8-00-00 8-00-00 2-00-00 1 1 1 t 2-00-00 _ 2 00.00 4/21/2020 8:51:04 AM Copyright CompuTrus,Inc. OR 2018 joep Page 1 C:IctruslreportslprojmgrldblbatchiPlots102 Truss Plot-2PP.rtm(10/31/2006 2:11:56 PM) RECEIVED APR 2 9 2020 CITY OF T!OAP. ) BUILDING DIVi:. i.f.r.A • c 3.3 : 12 3.3 : 12 A2 (8) 1.5/12 VAULT PITCH Al c . 151-2rr B Copyright CompuTms Inc.2006 'LDER: ISSUE DATE ABOVE PLAN PROVIDED FOR TRUSS DAN FRYE 04/28/20 USSENT A c°NLYRN AND° ENGINEERED STRUCTURAL OJECTIT LEPaciflILun!iJJer t3177-DAN FRYE DESIGNR/ENGNEEROFRECORD 4N: DRAWN BY:JP REVISION-2: RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS.BUILDING A CHECKED BY. RECOR D DESIGNER/ENGINEER OF TO & TRUSS REVIEW AND AEEROL '.�, COMPANY _IVERY LOCATION: SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. a 0.199"- 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.