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AUG 2 8 2008 0 CITY OF TIGARD BUILDING DIVISION M I L L E R • CONSULTING ENGINEERS STRUCTURAL CALCULATIONS Deck Framing Rebuild, Autumn Oaks Apts 11200 SW Greenburg, Tigard, OR Shannon Construction July 15, 2008 Project No. 080621 4 pages Prin ipal Checked: -- _ I' o pipk ttt THESE CAL n, Irk i,�• •�. VOID IF SEAL 51669 4' - OREGON G 2 ?o AND SI .4. . it 1.4 _ k A... ORIGINAL EXPIRES: 06 -30 -20/0 1 LIMITATIONS * * * ENGINEER WAS RETAINE p IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPOI INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEM BEYOND THAT SHOWN ON THESE SHEETS. O TIGARD Approved /-11 9570 W BARBUR, #100 r' [ l PORj LAND OR 97219 �° t Foil •««.««....... [ I PHONE (503) 246 -1250 , ,'. • ', :Virati4A- -" FAX (503) ' IG� r. ta 246 -1395 BY: !i1'.. ,D, 9570 SW Barbur !3Ivd Suite 100 Portland Oregon 97219-5412 Phone (503) 246-1250 fax (503) 246.1395 www millerengrs. corn American Consui;irry A Engineers Counc,l OFFICE COPY 1 ( . 7,.. 2 ..... ...,',.. ;_ i<onf : ( k :',-,` • ;.' q't'')- 1:',.`,.lk .;.1 (Ir,k 1 40f...16( I.';e' ) l i . f . \ ! k d tti 5 . 15 ( ..... ) --- 120 p1k ... ,s..,. /olio plc 1- 4 ,,,, • /,' 71 (;-,-.1 R(.>11 W1)4 : EN" itUAL.y.Z, ; w LoAG To 2,c , z. , 1S n 1 i 1 147 3" / /Q/E a 37 62) _ . 12r psi c a CI ( = ir3 --> l* 7i c") 12e; pc; '2_ I o p5. c'.). 71;ci T 6 ,CA. 0, C)cle,:' l.. ()Nit) T (c) 2, Dt / ‘ j ( e.C Cir 1 = G 1 4 /./64, ( 72 ., ' -- 17C 5 ".c; c, 4. b : 1 ( 1. 1 C.)(1 , i5)( i . I) , I p-:, .? Iv. rE, f.) Il 1 ck. , ?--,., A- 0. /co' — ....',...t. ro/vivt: CT 3_ ON kr spi....T c ,- - z... 1 / . .. , / SPLTICT To RE. .-:-/- 1i-tv / r v - ,r - 1 1-- -- - - - ( FE A.: Troii O F i f , l, IL, CPE,10 b i '' 1 I ll', THE .7.,‘ I H \ ) 74 SDS i l'i v V !.;CR o 0 r L' 200 lb VSe... ( ' - Use. (0)_SDs Al x ;S" SCI AT Ftx2c- D:rs nit 4t) -- L I('/) ' / " 5Pi-ICE; APzrzAPC:rEb AS „St\ bt,t/A/ • 9570 SW Barbur Blvd 1 Project Name Deck Framing Rebuild, Autumn Oaks Apts Project # 01i0691 Suite One Hundred Portland, OR 97219-5412 Location , 11200 SW Greenburg, Tigard, OR 1 'MILLER Client 1 Shannon Construction CONSULTING (503)246-1250 1 ENGINEERS Fax: 246-1395 BY EMH Ck'd ,e3 Date 7/14/08 Page , of 4 i ... fr,1 /45e x11. 'PT 1( F T4 0,6 PI W L 17r. 22 Ct^SPS; /0Sclo. /0 p 4 : 112 p`;' o L 0 f Vv1U BM "7 11= ' 4 Sec) raw CAL C..0 IA SJt 2 . _ . . . Z.Z5 ) S DT"TX RAT 1.'3—M1 - ?r 5?()( ■1 ' 7000. Or) ./ P7 Ac N \ p5 4 (.(r99 s 1,k = oc)(1-) l`P Co lb . SIMPTow ALLWP.;' 1 TEN 71 ) frfi Ali Dyk: AT_LTA)Cv Luc A 01•J:.: 9570 SW Barbur Blvd Suite One Hundred Project Name Deck Framing Rebuild, Autumn Oaks Apts Project # 080621 Portland, OR 97219-5412 Locationi 11200 SW Greenburg, Tigard, OR MILLER Client Shannon Construction CONSUL1 !NG (503)246-1250 ENGINEERS Fax: 246-1395 By EMH Ck'd /5 Date 7/14/08 Page 3 of •-'.' \- 10 (11104 (I,. Mho 17 5 C1-12. e PI 1C ADE t.Af t To ■„ ( iGi p 9LG p5 c).4 STAV One H 9570 SW Barbur Blvd Project Name Deck Framing Rebuild, Autumn Oaks Apts Project # 0/10691 Suite undred Portland, OR 97219-5412 Location i 11200 SW Greenburg, Tigard, OR MILLER Client I Shannon Construction CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By EMH Ck'd ,e; Date 7/14/08 Page 4 of 4 Building Code: 2006 International Building Code as *ended by the state of Oregon Soils Report: No Soils Report by: I N/A Dated: N/A Soil Bearing: 1500 PSF R Walls: No Equivalent Fluid Pressure: N/A PSF - Material: Wood: x Steel: Concrete: Masonry: Vertical Syste Liateral system: N/A Roof Framing: Manufactured roof Trusses designed by others? N/A Snow PSF Attic PSF Floor 40 PSF Other PSF Basic Design A= A A= A= Loads: Deck 40 PSF Gar PSF Corridor PSF A= p p= Lateral Design Parameters: 1 Wind Design: N/A Wind Speed (3 sec Gust): 100 MPH Exposure I Importance Factors I = 1.00 I = 1.00 1 5 = 1.00 l = 1.00 occupancy ! i - Cat: II (wind) (sets ic) (snow) (ice) (Iw = 1.0 with wind concurrent with ice) I Seismic Dessi : n MUSGS Earthquake Hazards Program 2% PE in 50 years, 0.2 sec SA = Ss 2% PE in 50 years. 1.0 sec SA = S1 1 Design Summary: t The following calculations are for a deck design to replace an i xisting deck. 9570 SW Barbur Blvd, Project Name Deck Framing Rebuild, Autumn Oaks Apts Project #: 080621 Suite One Hundred ,S P ortland, OR 97219 -5412 Location: 11200 SW Greenburg, Tigard, OR MILLER Consulting (503)246 -1250 Client: Shannon Construction Engineers ! FAX: 246 -1395 ,/ BY: EMH Ck'd: /CS Date: 07/15/08 Page 1 of 4 I . . /' lt) 2rlo 7o 157C' AT /b O.c . /r7 Lowe 17. I i I I 1 1 7/ 1 i 1 I� f j f I f t ! f I, 1I I "� - _ -� E- �_ _ _ _ I , l �— ' I v -- — a-a ,STS AT I I I Tr. (E) 2,e 3c.ZSrS 111 • ' - -� - - -- l 1 . il\ - -- - ff 0 l S , 1 /O . O /0"-- 43" 9 .i 1 t— RT. H1 ' 1 f -I PLAN N.T \ �- “pOCTLi ,��%ED `? S �G +D 51669 , y OREGON o .,..._ _. • yG�4gY 2 Zo NN S P* • I EXPIRES: 06- 30 -20fe 1 . iiir 9570 Suite SW Barbur Blvd Project Name Deck Framing Rebuild, Autumn Oaks Apts Project # One Hundred 080631 A Portland , OR 97219-5412 Location 11200 SW Greenburg, Tigard, OR W I L L E R Client Shannon Construction CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By EMH Ck'd XS Date 7/14/08 Page D i of 60 1 ______________ . . /2l#/0 x 3' r■ w/ .___;„Y. ___... f _J.. • °: ---+-HI ; ___ ._,,... ...... . .:„...„... , _____ 1 , .' 0, T.-1 ---- -- / --�---� ^ - ---� -- �-- I ~ � | , ' � � . ! o j � ' « ' | 0--; ' ' 1 / / ! � / ! ' �� _ ____ ` ` __' [ V-0" m ' ' - | ---' � ~ ^ ��» L � ----------- 1 ^ ------� '---'-----' ucru D[ EL[ �� �« | - - ----�--------�--�- ,04.5 PRo,g. 1 N / �' ,; 51889 � . • .-e ` -, ` . -»�� ' / 1 / EXPIRES: O6-38'2O*6 / . . o5mmmuu,uu,Blvd Suite One Hundred Project Ni � am Deck Rebuild, � . al &uonOaks Apm Project # 08O021 ' ���N� Portland. OR 97219-5412 Location ll2OOSTVGruuohuqg, Tigard, V3 -MILLER Client Shannon Construction CONSULTING (503)248'1250 ENGINEERS Fax: 248'1395 BY EMH Ck d K Dato 7/14/08 Page 0 2 o f 6 I...,,_ 1 ------- •., E :-:, or.' ... I- ,_ ,I r- ( C) 2 A i = 75 YTS AT Y.,: C).6 To t"erCI: LE 'P., i (-,..; - 1 ,/ BF Ct. r it'--L.' i:l., r. H.,.,■,ii;- i / . ' : , r . Lbl, ; _ E v e L. , --I ._ N.4.- 1 •/: 0 / ,L/:- l iA q PCAT / / I -'' 'N ....f ... -- - .11J- , 1 2 - - - - - -- -- -- T--- - . - :.:L. - --- - 71- - --1 .- - --- — — — O -- -- — I 0 0 / . CD-- '-------\ 1 ' 1 I 2x la w/( " 2 / 14 I fri' I / i Od NA 11.5 A-1 \— H2,5 EA Z"..isr N.(6)sas //,',3",___/ EACi\ -ScT.ST ! \ 1 SceEw,..< \_ . -- 1 : ---- (1V) 2oISTS, To 13€i &l' PT \ V — LL ..SPLEcEu To (E) 2 io ) \,\ I w/ (I 3 :/ , LAO r. (7..._,PF 'I blACED 1 . A_ s'novvA/ / i 2 i -- ' STA-IPSoi/ 1-PCC..Z PeCT I cAQ I ! I t I , . EXTER 7 of2, 7 ._.../ LEvEL 0 F lAc • . , . —.STA Pg ; po 57 !A5 Cow. Fr(7. —\ ro Z - UCT jj # _ 7.. 1 4 s 4 S (5) LI BAES CA( A . - 1 %t5 PRORen . --- - -/- c_,.‹C• 1 i t ktr, WAY w/ '''GtiZ. — ' i l 2 /- 3 ' . ..,.., G - - g6TTOM A) srb_s 4-- — - 1 44 51669 • 5E67 ,: - . c:- OREGON 1 47• 7 S .. le & a. ft. ' A IRY 2s I ANETH sc• I EXPIRES: 06-30-20/c) I 9570 te e SW Barbur BHundred lvd Project I N am e Deck Framing Rebuild, Autumn Oaks Apts Project # 080621 - .4 Sui On MI Portland, OR 97219-5412 Location 11200 SW Greenburg, Tigard, OR MILLER Client Shannon Construction CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By EMH Ck'd 4< Date 7/14/08 Page D 2 o f 6 I, i • IIII N1 4x4 CEDAR OR FT RAILING POST N 1 i ................ , �w_�w (2) 5/8" DIA.THRU BOLTS ' WITH 2" FLAT WASHER - IC c./ �w 1 N HD2A TOP & BOTTO' 1 4 DFC< PAL\C DFTAIL SX.00 N.T.S. Ep Pf,r 1 cz' GI N . .W. "# . 4, 0 0 � NOTE: °Eck, EDGE CAk1 BE � 51889 r , BUlt..'( OUT r0 FLusH , /41! ourSIDE EDGE BF P s ' 9 OREGON o� G '9HY 2s ,• • 'VN Si 1 1 EXPIRES: 06 -30 -20/0 1 9570 SW Borbur Blvd. Project Name beck Frnmin Rebuil Art d Project # 080621 Suite One Hundred Portland, OR 97219 -5412 Location 11200 SW Greenburq, Tigard OR MILLER Client Sh Construction 'CONSUL TING (503) 246 -1250 I f/ ENGigEEAS By EMH ! Ck'd I S 7 -14 -08 FAX: 246 ■ Date Page D 4 of 6 1 I — -- — - - - -- — - - - - -- I I 1. Yx 12 srAIh 'x S P. 7 N . rp SrC_1JG>;RS I �` - I r ST N 'E(} //./ SD 7,7x 3' S k Ew„S . • ; I \ � ( { 6ERk PER TIM,/ v Z '' \ , ` 1 I E EEa AT LAPPED f — — — _Lit / /4 I 2x< 157.`;T; • Ai /6,.. 0. ( 5" ST 1:: Fg.AN1iNCs NrS r Zx D N�� E I 12 �`� .�1 i -- !Ai f l 6i 1M PER PLAJJ - — - — - - .. -----1 " - - fr- - 71 ill \ -4 - - — -----. ILL i VS��� G 166 N � 'tJ ©� © 569 9 9 ORGC o . _ - y �G H gA 2g Zo �;r SP � EXPIRES: 0- 30 -20 / 4 9570 SW Barbur Blvd 1 Project N ame Deck Framing Rebuild At Oaks Apts Project # . a Su i te One H undred 080621 MD Portland, OR 97219 -5412 Location 11200 SW Greenburg, Tigard, OR MILLER Shannon Construction CONSULTING (503)246 -1250 ,,// ENGINEERS Fax: 246 -1395 By EMH Ck'd /;S Date 7/14/08 Page 0S of 6 I. n Ex TE1 1 - o F . AT uPere f.eifFL. I (')) S?)S %y". 3 ,.— 1 /\ : - -__ I i I $:NtPSoN I , / S lr r 3 Sccews d /)IA.c AT EActa \ / 2 PT HF I I ST ! ST'TtJ&ER S?MPSoA/ -- gEAM FP-i< f. :oN LTPS E». I Slaw or f r.rkm 1 ( STAIg EL r vA7 T r >/,/ 1 - 4 S ��D PR ��` S`��C,t N P i 51889 �' vG4 9Y 23 20 1 EXPIRES: 06 -30 -20/0 I Barbur Blvtl Deck Framing A Rebuild 1 Project Name g Rebuild, Autumn Oaks Apts Project # Suite 9570 One SW Hundred 080671 ® Portland, OR 97219 -5412 Location 11200 SW Greenburg, Tigard, OR MILLER Client i Shannon Construction CONSULTING (503)246 -1250 ''// ENGINEERS Fax: 246 -1395 By EMH Ck'd X. Date 7/15/08 Page h 6 o f 6 1 JUL 21 2008 2:03 PM FR MILLER CONSULTNG EN'G2.16 1395 TO 5036905868 P. 01 /01 w MILLER CONSULTING ENGINEERS FACSIMILE TRANSMITTAL FORM TO: Kevin Shannon FIRM: Shannon Construction FROM: Eric Watson PROJECT: Deck Framing Rebuild DATE: Monday, July 21, 2008 PROJ. NO.: 08062I FAX NO.: (503)- 690 -5868 TIME: 2 :04 PM ❑ Copy to follow via ❑ US Mail ❑ Courier Service ❑Other Total number of pages: 1 , including this page. Please call (503) 246 -1250 if you do not receive all pages. MESSAGE: The following information is in response to the framing RFI, as per the phone conversation occurring on 7- 19 -98: 1. As an alternative to the original cantilever dimension of the 6x 12 deck beam as shown in the calculations andlplans dated 7 -15 -08 is 4' -0 ", cantilever dimension may be increased to a maximum of 4' -8 ". If you have any questions concerning the above, please call. Sincerely, c���� • Miller Consulting Engineers, In . c'i N � �5 P 0 '� F F e t-tie 9 C /� 5t 43, !� Eric R. Watson, S.E. OREGON Principal 9 �c ° c9 -RY 2. 0 � emh R. WAS 'EXPIRES: 06.30 -20 J - I 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219-5412 Phone (503) 246 -1250 Fax (503) 246 -1395 ** TOTAL PAGE. 01 ** 3 ; . - ) ) L \fI 14, a1641',),roz, , c7A - - (2,, 12 e EA P1 C c■,, ?GS 96 pfi: n.4 7.= STAT..5 • 9570 SW Barbur Blvd Project Name Deck Framing Rebuild, Autumn Oaks Apts Project # 0R0671 • d ft Suite One Hundred Portland, OR 97219-5412 Location j 11200 SW Greenburg, Tigard, OR MILLER Client Shannon Construction CONSULTING (503)246-1250 ENGINE Fax: 246-1395 By EMH Ck'd ,e‘ Date 7/14/08 Page 4 of 4 CO MILLER CONSULTING STRUCTURAL CALCULATIONS Deck Framing Rebuild, Autumn Oaks Apts 112 )0 SW Greenburg, Tigard, OR Shannon Construction /J /(Lldlt &(i-(S 6 August 20, 2008 Project No. 080621 (p pages ,/ Principal Checked: /S s THESE CALC +� k. o_�' VOID IF SEAL �S GcNe • 51669 9 . -‚ y OREGON .: ' 4 HY2 5 „ ' SP 4 AND SIG : ■ 's = : ► • •RIGINAL EXPIRES: 06 -30 -2010 * * * LIMITATIONS ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBIL[TY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246 -1250 FAX (503) 246 -1395 9570 SW Barbu Blvd., Suite 100 Portland, Oregon 97219 -5412 Phone (503) 246•1250 Fax (503) 246 -1395 www.millerengrs.com 6 American Cons/Jr/mg �`® Engineers Council Building Code: 2006 International Building Code as amended by the state of Oregon Soils Report: No Soils Report by: N/A Dated: N/A • Soil Bearing: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure: N/A PSF Material: Wood: x Steel: Concrete: Masonry: Vertical System: Lateral system: N/A • Roof Framing: Manufactured roof Trusses designed by others? N/A Snow PSF Attic PSF Floor PSF Other PSF Basic Design A= A= A= A Loads: Deck 40 PSF Garage PSF Corridor PSF A= A= A Lateral Design Parameters: Wind Design: N/A Wind Speed (3 sec Gust): MPH Exposure Importance Factors l = 1.00 IE = .00 is = 1.00 li = 1.00 Occupancy Cat: II (wind) (seismic) (snow) (ice) (Iw = 1.0 with wind concurrent with ice) Seismic n Earthquake Hazards Program ; :. ; 2% PE in 50 years, 0.2 sec SA = Ss 2% PE in 50 years, 1.0 sec SA = S1 Design Summary: The following calculations are for a deck design to replace a i existing deck. 9570 SW Barbur Blvd. Project Name: Deck Framing Rebuild, Autumn Oaks Apts Project #: 080621 -� Suite One Hundred Portland, OR 9721 9 -541 2 Location: 11200 SW Greenburg, Tigard, OR MILLER - Consulting (503)246 - 1250 Client: Shannon Construction Engineers FAX: 246 -1395 BY: EMS Ck'd: � Date: 08/20/08 Page 1 of /0 CEcK Lo4D7-"N(, DL= /o psF <<_ VopsF • XaK3 - 07:s "S' G of- IA(7-9= 80p1fc Try 2A6„ P T „,/ 80(6,-t) G =0" = g = 3Go A $b = 7. /6 3Vo(n) 5 - 5G3 = S ? - / / 6 c . K - _ — GS2 2x[, PT. tiC. 2 So�TS cv= y3 C , /So ?5; - •; DECK 13 y w= s„ps�C`�� l5oplF _' 2332 \ •tb z:o .t-Co '• ✓�, = 88816 = 9/3 psi /0)y Ts.; . .rc = G r S e vx 8 PT fir z 3 EAMS 53?si < /7o psi . K g=- 6.29 DECK POSTS P =/6'77 lb H;9' =13(� < 24 p s; 3p5 o.K (BSc /!x 1 1 P_? f+F # 2 Posrs FrG, P-/Ga2 lh • I&' 1 %1soo = I.// Utz I.33 k 2 = I.'?8 - 1.11 �'` ..>c Ga l N SO.xl “ a? . r7 . w�srr1ps191 PtGS<olo Past BASE DEC RAi M& 2ooly( %,)_ ?001• \b 1iN 4xy Ro;1-in5 ^ 7��G1)- 115 , �.IV6 � S) _ /c.00 psi > N?-S ps, K tx5e, P r 1tF 2 t'og co uEcrTo,t/ DECK 'iVt.=/t/&5 - X00(«) /4.1s” = 1`i & 16 /ID2A ArtLotvAlL& T&NSzoN= 25G 5 16 7 19 Ib uce -) 5P- sov l-t)24 I}o(DQ,wIVt A7 o c 2,41 locAlZoli; 9570 SW Barbur Blvd D Framing Rebuild, Autumn Oaks A l Suite One Hundred Project ame g Ants # 080621 Portland, OR 97219 -5412 Location 11200 SW Greenburg, Tigard, OR MILLER Client Shannon Construction CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By E H Ck'd /ZS Date 8/20/08 Page 2 of /D /50 plc (29= 3polb %k x 3'12. SD5 = 390 Ib /suzw (2) x ago= G Ib 3w I! IvzTHol=Ak/L = 3001b(7”) = ICI lb c 385 0.K. 3 5" �c�tR?Nr� : + 3a - D. SS r /0 c. — U52 2 X63 L x p w /(2) sr ryx S Q z � v s 2 / " . c . • • 9570 SW Barbur Blvd Deck Framing Rebuild, Autumn Oaks A j Suite One Hundred Project Name g pr ect # 080621 Portland, OR 97219 -5412 Location 11200 SW Greenburg, Tigard, OR MILLER Client Shannon Construction CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By E H Ck'd <7 Date 8/20/08 Page 3 of /0 NW ., S EXTTR -oR Of //o/4 E 7 G PT 4-1-0 99 ToIS% ki I i 70o c. 1E7 I- ----- — ?T.N; OA I L-pgc D1:oK PL-AV t om/ , iY ?S 1• I I I 9570 SW Barbur Blvd Deck Framing Rebuild, Autumn Oaks Ap at Suite One Hundred Project (Jame umn Pro1 ject # 080621 Portland, OR 97219 -5412 Location 11200 SW Greenburg, Tigard, OR MILLER Client Shannon Construction CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By ; MH Ck'd K> / Date 8 Page 4 of ,o I I RAIL.u& w /2x To? RkZL PM) vr2T +_G �' a . R /CIS N7 y'o.c. i 4- I l � E t o o _ - — .� - -�Q 4. I. ll I 1 11__ _ 2. _0" //- co" r � ; — — 2 -0 > LARGE 1Ec K ELEV ATSov NT•.s • as 9570 SW Barbur Blvd Deck Framing Rebuild, Autumn Oaks Ap Suite One Hundred Project Name ro'ect # 080621 Ma Portland, OR 97219 -5412 Location 11200 SW Greenburg, Tigard, OR MILLER Client Shannon Construction CONSULTING (503)246 -1250 I ENGINEERS Fax: 246 -1395 By EI1/IH Ck'd /<> Date 8/20/08 Page S of /p 1 44. , 1 Pr. Mil= 0 2 l'aCT A 2x In c uG _ : M�Mr=i � j� :..ate M / )EA � 2 x /VA w /l3) — I H2.5 EA, 56r5 T CS Y>< 8 PT 2 (g►'T. Rf, *2 /oJ / .1-r Pia 56T,57" At Z , ` LFPC�bc r , / >J 2x IT. 'r\F * `2 T SO.Srs LLtS� lfANC�F S�MpSvN LkNZ- I P6srcAa ,10 .1 7 .7 H f 2 ExTERTo2 FoS 0r MME I Co "a----\/ c. Pb_ S s 1 : 1 !� Pdsr Bfts� < k if. ii" 0 LARLT6 1:)c-le... . SEC71 °A/ N.>.S ' dir 9570 SW Barbur Blvd Deck Framing Rebuild, Autumn Oaks Ap Suite One Hundred Project tame t project # 080621 Mk Portland, OR 97219 -5412 Location 11200 SW Greenburg, Tigard, OR MILLER Client Shannon Construction CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By Ev1H Ck'd 1 6 Date 8/20/08 Page ‘ of /p I 1 1 j u , 1 N. _ 4x4 CEDAR OR rT ,t - I RAILING POST N (2) 5/8" DIA.THRU BOLTS ��� – — WITH 2" FLAT WASHER . ). HD2A TOP & BOTTOv1 , – 1 - 4 [ 9 1 - - C PAL\C D ( . O 9 N T . . 0 oP 1 • NOTE: O>~�K FOGe CAN 6E � r gutiLT OUT TO FL USH 4 / d i r. Cur5iOE EDGE of Post 1 4 , 4 Y 2S Z A SETH SP EXPIRES: 06- 30 -20 /0 1 at 9570 SW Borbur Blvd. Project Norrje neck Frnming Rebuild 1 9 Project # 080621 Suite One Hundred Portland, OR 97219 - 5412 Location 11200 SW Greenburq, Tigard OR MILLER Client Shcnnon Construction CONSUL TING (503) 246 -1250 / • C N L 1 4 (CRS By EMH ' Ck'd /` J Date 7 -14 -08 Page D4 of 6 FAX: 246 -1395 i it I S _wF" -' * .. - .,-,:-- . 44 - , . 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