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(4 r cc, o,pPR Off �/ ? � 19033FE J- CaIcula /©rs f ,, OREGON , r 03 3 l0 /` 5 ' 4 18, N �Ci / Pa Ili Co ver' r 12-06 5w Ill icit000d re ors Plan R IttleAiht. 2. Wind Seismic /rtes 2 La fend Force Pesti 3 Ra F krs ,)! &.ckVL &earns poeyt- P carn under end P3s1 Pos to 3 re) u Foo-freri5s 7 Ex Is*Tr r rd j 4 post" 7 Rcin fora. 'exist-m hewer 9 Sec ion at extb+ - ?ny /0 7 OVGra,/II 5 ke 1t j // I / Ili shearr 3 mho() LSTA30 i wail 1 ,,-- 5 ee ' 7 I clou ,/e ra�'er I / ��' 2- Shear wall J —. / - , I ` c ', . - 1 ---- 7 -.J - I -12 o " New plywoocl I ; � I Vr' X P.e® >t f tO t I i ofair � l ywood - — I 1. no Scat. ( ra "CI tea se$ I O i i 1'0.1{. - r P• gdQ 6 ed�s . � --� 8d6l2 field I 1 I ® a I 75 _ 4-x4 past ' 8 8-io Roof Assemi4� lie fly wood 2 si: roo ~tom t- Yeroof 6 i s f - - fromi;-1 3 1-.:::itt::: be/tin 5 I rf ►6cE // veo I s f- . 13 f ,s-f- Roo .f We l ' hi- 13 , $ , 13.$ , e 2-4 15 psf*x f = 4158 1 • Wrn Arc., = q, 87 13,0`; 136 2- _Wind roeces ) xf osure 6 $O AI wr �- CC 75`rw C • G7 <20' exposure, a C = /.J , 0. opMJc ) me., mod 2.. _ /.a 5 = 1 80 mph wend zoeie. ( &7)( j , 3 )( f ,)( / . o ) = I93 P sf F w A r (I ) - 19 '/5. cfov r over SSsirrl t s6 P rce.7 vj- RT C 0.5Y Zone 3 ) Q oe` R. 5",5 Beaer 411 oh . hear � y� 3 � w ` • 2 Se ondlS V m)(.) - ,4 Vy 2 , v \' (1 (I w O .14 Wconfrolf V l,' 6l�` = 557 9/ 3 • 17,7' _ ►qvS x 8"9► I • t c • 17,7' �-- --- - 979 --- -- ► 383 Z . g. qi' L Lsieof 29 • FA) 19115 shextr u�etll a - 15 = 7/ /f 2$13.$ Al' A connieci new beams -l- phfe of e& h't 'shear- wad/ p) 41) i inpson sirap fig LSYA3o. Chord force rs carr► o x i. 'ern 's ti ear wall . Moch Corner studs so new beam bears on of least 6nejack stud. A+ 13, conned- new LealY) exis1lnyJoiss u)ifh wry Si vr) son LSTA &O strap f res .toga, rs P Is' � tr-arisFer`red / Poop d iapi:r qm crud d sfrskca. ed lo sheer .Nails. At C, do vw/e ra +crs , sp lice. ex►s ern , na► i off nee V2. ply wool o double ra 1 *r $unpson , 41-t-ap fig douse co ffer fo exrsf-rn lop fI4e ®f 2.9' shear wall, - Tie doubled roof rafkrs af° r l cl �e u� r f� Si mpso n L574.30. It 5126 ra,vt load elerrieerts, gai+erS 2/ 08(.• llonzonW , g,.8 W 1. p5f e 2. oC A 2 if f f & = 1Z psf r lit s Z oc a W7 = 7 p/f G ti p ly r (7)C.7)O.)O'& x Z'oc = p/P< 76p)`f :. no up! +f ew YO.Ekr Ierne. -n `'`! Zi 8,L 1 736 8 . Vr Q4 6)(1. &) L 4� X 6cB Try 21 8 Z't'oc 4 F-L. 1%4).2 P /390 PA- A-=-= 11,15 S:=1 1 =5 E_ 1 600 000 m 626 < 1390 ►•- l�� fL 2S A 7i. )(105.6) ,12' v 3 k (1‘00000)(3-2‘7) Fla use 2 8 /C�o Z Dr -L 3 2 oG r'a. -er's- Ad a& frr 5 x/0V2 22 b gi7�- A "53' 2 ' S= �'�f. � Stn ° /543 COD p 131st x 8.8 11,37;# Gov 25sf,�6'�.' � m - 1 /23la- * ( /3.3 1/= LXIL2 _ 33 `}g 4t L 3. 3.x 12o0 o /q4f, I - /6. q't /75/ e 22-00 I/ fi, (1.5 s3, = 93,Y < /Gs 3 70000ai7fgy) ' Faye- Ocams Span - 15:63' s. y- w = /3 70.2 p/F 25 S f x S, t = 135 r 1f- 205,2plf V- CZos)('is = 16,23* 7 A IL 2_7F GIL ¢4 . S = ve, o s b = 6,Yx1T000 _ /6z 417-0o ,oS - FY = (1623) = psi < 16s 4= 2os7, (q° A ,9,5" ,� Go f o 5 1/4x9 3�� f ii,,- /5.,,.1 /►�fnl nnn • gvO Pos fr (unde Rid 9 6 Beam 2,3 A,9/11 =8.8' ftoYY) WWJ.e,yherv) wo ,q& Use .500k, 4x4' 1)F ok use r m sor7 LPG al k end's &c2m tinder E Past- 2.2-P G /L. / 17.6 I /1 7 = fit = 3.3 '' 17.6'= IS -i 7 et V=— _ 7 k .3, 3 I. Z ‘ x 1 GII- A'= 53, s S = qy 2 i = `tq`t f6 = % f' Sx l Z o= 18' l 7 fsi v 1 < 2Zoo ps► -cv = 615)07oo? r 1 17fsi <165rsi S3, g Q = pi , (3oo)(2/lY , 77" e. u SO M soo LCE In EL (11)0700000)(m) 27Y brace, .boffom of beam fo eave beams Q 5' frorr, end Posi - s ground p 1,7 -�-1 - 3,3 .k ien = 2 from Western Woods Use X o f OP L use Simpson bra c/cef - s P 1 or CPS • Tho -rn s 15''.7 x 9" deep (b p, eIofc9+) V✓�- 1.32 C,f, xIS0 = Iq8 '_ X 300 1 3.5 k = 78 is f U5e. 25b00 psi concrete 1.77 a' 2 / hoods f- .Sol A not :sand 'ravels or ravels , need o over excavalte and ba.c lelif te), Crushed ivck or increase) &f1 ;7 517.4 fo 24 ' X 1 eleme 'it.s R,ded Post pi; ex +sf wail 17.6. ( /3 .2 + 634-2s) 2 2 2,6tk-- task `en9 _ 9 1 p©sfm be 4s't Contractor verify. hLead er over ® door P- et, s k ru- /0x9 =9oP/P 1i= ( (o)(/'?') / 5.7S" 4- 2.z = 17, 9s '4.-1 2 0 1 . . 5 ' 4 ' . 6 ) 3 2. k S R l l7 ►q.sx1 _ 2 Ih g 75 heAnl trivsf be 6$ 16 5-22-0 / Co»f cfor trerri ��l� S = 22K S IF tThcs kiearr) Is 4x l2 see if side st ©ta will work_ 1 3 7/ 37 Z I . , 11 i II 4 Irans¢orm 5 /eeI area /0 wood g .,4 1 11 AW 39.3 8 16 .1 = 1 r)= 2gIO e ie.1 /6 00 000 n AS = 10.1 x 1375- x (I. z 5 = 76.3'6. /n 1 _Li_ ~ `/15,3 - (3zs)(1:) 3 = 12.20 /i Trweris 1.2.'. -Pt = M c - 17 .9 5 k. ► i Z 0 0 0 x 5.,62,c",... 993 si 7 , P 1 20 m Y Fb z 075$ 1.15 = 1000 7 993 ✓ wood F b = 1066x18.1 = / ' i 2 kis ✓o k 61'e e / y 6' 5) (2 , 81) 37 psi ✓ wood 361,38 +76.36 1 ' 37 r ii. ° 6 70 /Psi < l %. `f ks °%hee1 4 = Pt, 3 — (. 5 - '')('48 e , 2,2 " tv 11 $ E r ( bolt- 3/8 � i/ Il , steel plate, 1 stcG of expect ifrs ha 0 = V(? : ( ® )OR. 6) _ Il, 23/4 q =A- _ 10,3 X l x(5 -,) It (12-219) (10,) _ 47,4. '6r 18 heed l es 11,2 o 20 * 056 3 /8 "14676 e l8 ► 'oc i , £. . �. J i_ _ LL COV CCf lob al' B rim O st !� km does 'Doi /rr e. t, w jolsiv 1; plate 214 PADr 2x block►n y 3-$d -latnc If Leetryl doer to) 1i +i door Jotsfr Floor 1015 i pof; A35" sties c 1 j'I injo!st, reface w 14 h Zx block /n w� 3 -ed ioe n / s Sftnpson co stro LsTA orevol 5 7 ',/2. 6L 9 /0 $s. . 1 shad-ill 1'2. , CDx i woo0� /' ithri n 4C • douVe ra ---P 7IllIl 2.) PO m.• e� 1 ,s#' tl� �t� 5 b `,._lixz. fast Con frac1or vGrify f New 3 / r 1{ WI 310 Lags 6 /8 Covi#rrd or lot and L Jun -13 -03 07:46A Stotts Construction Compa P.02 • ii • —Q - e 2 C -v �- — Nc(A- nc4,1 6e - 4/7 ' 7 ' ('''''.--.....-- . �,w ) 3 7Q n7 .2 J — �« t. c 4 / i 1 b, ,1 i , , ,,,.,, .3 II' , c _0 C C.G. 4 / 4 4 - tJ ) r ) ! (//' i .5-..q) it, ,2___. 3-76it .„......_____________„; Ice -0 . 7--....- 1 (,„___________,,), .2 5 1 • g_ . G r� v.z.. ow, °' ./r7 `tiS 0,$ ,6! , acstiam .w 111 �mv, I t,.,Vt< Ile' , 9l r n 0 u 0 j .I:r ji;'.rllf;t.G "; - v ten tij °ba.Ul�, {� van VQ,BilOd rq I { ■ t. .1'. a d (:::!.73.::). . t ;,,)I,: .i +:t;;t.: , I _� A V .._... . _._.e 9 ■ ' CITY OF TIGARD - SITE PLAN REVIEW / s BUILDING PERMIT NO.: AS -0(113 —0O27/ • PLANNING DIVISION: I eKT Required Setbacks: J)§ Approved 0 Not Approved Side: S Street Side: aO ' _ Front. .30 , Garage: �� Rear: - Visual Clearance: ts A roved 0 Not Approved Maximum Building Height- feet CWS Serv'ce eider Letter Required: ❑ Yes la No B � ❑ R ceive • Date: 1,0 2.7 ENGINEERING DEPARTMENT: . Actual I e:j% 15 Approved ❑ Not Approved Site P n El Approved . .❑ No Approved By: Date: 6 �2 o3 Notes: • • • • • • • • • • • • • .