The URL can be used to link to this page

Plans 1 r 1 �/- S-/•i D F2 e�M L SPAc l i-J C,- 4 l..%SS Th A� GspTVis.3\.)A L i t�3 - . At r' T5 SP. S 1 '� ' �� ti - v-slo- - -Y\ 1 1 '\ \ IF \i<, ,, ALL PLui-k\A kM FRAC-1E `1 rik s ti a $ Aka' Go(6� -T� F �, t �= 351�SI 2�>(5 Prvjj z -2_0 :4.s t^ v "r II# 9, �/ is --0 „,22-,, RECEWEfl Fif,L4 �( 11/` X t$ DEC 1 4 ?(117 CITY OF TIGARD adik A,41,1tN G ISO rtET Rte. BUILDING DIVISION pi lLitt ` I ► 0,R CITY of T1 OFFICE COPY REVIEWED FOR CODEO yp LIANCE Approved: tom'"--*. OTQ f j t t J Lto 1 t1 Permit it: %` 2. —6(:',.., :2._" �`�`�ED PRp� Address: 2....z_- ��'��c I ��Fsi Suite#: Q �3�2 �' BY: ...ti. Date: l- •1 coN ,n O OREGON V• LIDITY OF PERMIT ' VG`Y 22, .0\PN.`c THE ISSUANCE OFA PERMIT Eke°t, Ic 5 t2 C BASED ON CONSTRUCTION "/ f 7 ' DOCUMENTS AND OTHER: 1 2_s t DATA SL NF PREVENT THE CODE OFICIAL FROM REQUIRING THECORRECTION OF QERRORSHAL .OSOTCOSC 105.4 1 svJ Mp l T��A ► b l�►�114 III C Portland,OR ey 4'f`i 503 224 9560 Architecture • Interiors • Planning • Engineering l Vancouver,WA Date Z 360 695 7879 , i iiCif 00, Job# 21 Seattle,WA M www. ncknze.com 206 749 9993 k �� N Z IE • ` rrsz t Sht. of � "'} ©2077 MACK ENZIALL RiGLrs aESEeveo t ,. r� — .- li1a ci11..x ` s c-_ t Lox' S -- E- i 1 0 NIFoN‘R.a\r-koRsf3\•-,(4..117\1_ (1-,(Ps‘) \ Z1.-1IE 10Z Epp FR AME3 91- 1 0_0,, <c3 . 1 PROli "�u1�� GIN , `s& Q� w3U2 P 44 WAslo n ' O OREGON 6 'ie)_22, 191- J `''S WREN\` c\ P'A t7,j3 i/l 7 + - ' ( ct 5v4 MAka 116A p AWJO ► c C Portland,OR By- i- Architecture • Interiors • Planning • Engineering Dat 503.224.9560 e _ t E � � \"� Vancouver,WA --- -- Job# 2-1-1 °C, U f i 00 350.695.7879 Satle,Wq �� www.mcknze.com 2006,7749.9993 � � � � p -____ �, snt.__. t — of \ • -�2017 MCCKEN; -- iE. A tL RiGHiS RESERVED ct EorJ P2P0-1c c tl�TRtoR FRat��2 1.r1TeRtoR l't-il 1-\:‘tit„ 1 \\( ( TT El ) x iEzx , r=, AToP 8, Boc-;o;�.\ '3ACC SB.r --..y,), HOR'1QN)TIN\-$ (00 Cs 1 -1-to R-=3514ST F r,6,,a = Wit? KS T.. S\WA OT es Seq (TM Mk 5�� Z CLIP E7(Z1�N� � F� �t ,� � P1 571Z---- Cg rltssl �tVia` Pt 8,_) iv i I i/2i, .� -1-?-tRe— AED 9.0c PAST t-\ A1ct3 ® ' los 145 t ! :► TbPorit_`t -LI THR'EPNDeD R, DS ;bF a, ao;-r-otA ��, CLIPS . CL;P SPAc..t.>J c,. \_/ ��D PRoFFs ' V \ GINS ,. Q ``�93132 `� y p OREGON ✓C k 22, �` \' ' Xp�;2 CSS ME1\10 C� -1W 1 c 544 frt• , J -T1GAQb Portland,OR By Architecture • Interiors = Planning = Engineering 503.22 Z� Vancouverver,,WA Date ,—i 350.695. Job# _ (� ,_�A mitlimmii..........Seattle,W"A" E v www.mcknze.com 206 205tH 9.9992 E •M [� Sht. t- .�} __of X2017 MACKENZIE. A„ RIGHTS eeseaveo • GRP Fold Fk.) ,(4.11.1 G EXl`iVAt"C0 1- ,G1A lt•lPs / Cr N\Sr� `tom iaPD GEd5D C rr'a -4------I'--1 ��Ep PROFFsti�ti�lt� t NGS �G1N4' cj'/ I i' Q OREGON % r '' G4 r 22, 1g1 P7 ti t3 I— I- 'ISItiRENN�` 3 t. 1500 PSI ! 1 i _` .-------1 EPS 12 i �� Il I �� I H.-______-_,_1—..1 i�"" 1, 2. ..� � ��----- �i SS l� 5 Q s�tet=p o xi { t'..A ' rs 1 IIP h t ! k i ® z IT s € c:,,-,,1- IR_ B/, '' vql,o IS X i i - -- ..."�.'i V/fes y�4 ryLi!l ,y.+w x j i - d c i 0>lY+ �t�''0 +'A'o 3 �w ti-- p ._77, t r I�8 .1. t J SII I'0 ".' Y : r. j 3 'fir -, �J-- /1=7"' _ a __+___,--- r 1. i.f i f LI'" - Ali Coe TREtiGni. lir ( CLIP & IC . 0R _ OR\cT i N - i2-9 VI SW R a. t. ►tGAA b AWrt1 & R F By 1� Portland,OR Architecture • Interiors • Planning • Engineering 1.________t 503.224.956Q Date 1� Vancouver,WA t 3606957879 Job# �� { Seattle,WA www.mcknze.com 206.749.9993 M A C Il IIIIIIIIIIIMMIlliiiiiiiii,„IN Z ' C snt.! of i � G ��2017 Ma�KeNne. ALL RIGHTS vF;FRv.o -- ' MaPs rn-y PP TIGARD Approved by Planning ,---'-'\ Date: __,L2ZLQZ _ z_ , \ ntials: ___ _LZ___ -------' _----- ,,.., ippeoved by Panning )ate: 7.2 iitials: kZ --- - \ , -'- -7' \ rb,.. 1 \t‘ Map data©2017 Google United States 10 ft.z......,----1. / 116 AWNING APPROVED FORqFOOT CLEARANCE, FROM BOTTOM OF AWNING 0 SIDEWALK lie I° 4 , 4 , . 12519 SW Main Tigard Awning Calculations Tigard, OR 97223 Mackenzie Project Number 2170689.00 tA November 26, 2017 i" ®ry 4 The awning is designed using: 1) The 2014 Edition of the State of Oregon Structural Specialty Code, CITY OF TIGARD 2) The 2014 Edition of the International Building Code, 3) ASCE/SEI 7-10 DIVISION 4) The 2010 Edition of the Aluminum Design Manual 5) 6061-T6 Aluminum alloy with Fty=Fcy=35 KSI and Ftyw=Fcyw=20 KSI 6) A non-heated 25 PSF uniform snow load with drifts 7) A 1 inch thickness of Atmospheric Ice 8) A 120 MPH, Exposure B wind converted for Working Stress Design (WSD) 9) For Seismic considerations, Sds=.69 CALCULATION SHEETS: SUBST: 1 This sheet with desi 2 gn criteria, calculation index and stamp and signature Interior Frame Dead, Snow, Snow Drift, Atmospheric Ice and LRFDW Wind loads permit. 3-6 Computer MR Frame set up and analysis 7-10 Analysis of MR Frame members 10 Bottom interior Frame connections 11-14 Framing connections to CMU(Fm=1350 PSI assumed)through Cement 15 Location of bottom anchors to CMU g board and furring gap 16 Lateral Wind and Seismic forces and restraint of same The following provided stamp and signature are for calculation sheets 1 of 16 through 16 of provided for building permit application. g 16, inclusive and are ci12411 5<c.RgiPROFFx I Q w�9332 ' r • / WAi r,,.‘ 0 OREGON -1 ✓°°-22, N9'( CSS WREM`� F� EXP/, s uu-EiI/)7 12519 SW Main Tigard Awning Mackenzie Project Number 2170689.00 Sheet 1 of 16 llIIl._ 7' 6 � stiC)� Z S PsF Fo 2 A./..) 2 t c, /Z.I Co Lb At..J r-f 1 r-7 (fla t >Hvrti �-T = 1.Z DA1r, z 2,\tc,Li- ' (n.25 pcF) �. t`.f= 25.�d3 PSF C II,So PS(= s -,. k Lj r----- �i.�1 SS0� A ` HI USirJ& p U4 51-4C-14 5lr1'L o. ! ‘.-1,"1)A) a -t CS ; Zo --,ulr. ;1.? a1 -1V?sU , �� t�.t6ol " .s < t��t C3 ,. 4%�_ �b(�� ( t.ti (f l l ) = �� rte ($P ' -.s0 Pi-r- 4l• 50 (1.?> (,c►1- t ) 6 13 PSI= illt,ib, f t 11-1.5---,z_ pig" '`'s s LA L O" 0 1t l�SS F2rAf`t S I- I :} A I .7 .13. S`CJ r 3 z i_--t (HAt-1 PPF) ti, 4 I `, ---'` -2--- 3\ ; t to" 32_ ---- sr, �� `► � ts� i Lil te ' ' Li i b it 1 �: 4gs'r� SI I-15 r` 9 r,`d ?76, L 0SD c,.,►t\Ii v('LLF j Wua .UU2�t; t2ts)1c\= . lrc 3 o.b.)-- ?�' \-01,C> = '1-.\ rte: 5I 1_\Qz- `}- 1�E�. C=u R F�?�i"t 5 ��S 1‘ d l r ---- , LI,S.0 3 By_DW Portland,OR Architecture a Interiors Planning • Engineering 503 224 9560 „1 t -� U Date t ry Vancouver,WA i 360 693 7879 )0b# 2-00 (.089 . U U Seattle,WA www.mcknze.com 506.749 9993 �O ' .mm.mmm""..II.I.II.IIIIIlIIIIlIIIlIIlIIllIlIllIIllllIIIIIlIIIlIIlllMI.11. \\ Sht. of «'2017 MilcKe.vzie. --- �1t1 RI resit RFCcR VFX ►) NS= 5 NPL= L= 5pi L. T"-t L \-1/X1-0 r1r�i 1'1,43 m.rls 5 N F eM u H 3 2- - , 1 58f5 D,.)ow (25 F r L-1 3 3 - :L 2 - "R 07-1" Cn + S� X - ,a LI'A Teti _ NI Li 3 5 .-1.=telt. ti,��,�D oPt_tr i { ;pa; ,15- L► - 5 c 0 NI o P L L F; 2 75 ct,-U� qr , )LO vl'LLPT co, 5.0z .7� 5 r"1S 3� ' ` 2- -2):2— c� ,1rV U CV ? Fr i` Sr�w S� Z . R ,L1-7v7 c•N0 M } -- Portland,OR 503.224.9560 if'S By ! t Architecture • Interiors • Planning = Engineering pace , Vancouver,WA 360.695.7t�79 n U (JG ' Seattle,WA Job# www.mcknze.com 206 749 999 P+�1 A C IC E N Z I E _ Sht. A PLANE FRAME WITH: 5 JOINTS, 4 JOINT RESTRINTS, 5 LOAD CONDITIONS 5 MEMBER (S) , 7 POINT LOAD(S) , 1 MEMBER TYPE(S) , 7 LOAD COMBINATION S AND 0 PRE-LOAD (S) AND FIXED-END MOMENT(S) ( ) JT. X=IN. Y=IN 3�-& o/ tt Atop.. F24MEs 1 +0 . 7500 +0. 7500 3 +0 . 7500 +9. 2500 ED t C1= b 0,1 -2_,A, 1-1 2 +0 . 7500 +23 .2500 4 +42 . 2500 +9.2500 5 +42 .2500 +0 . 7500 JOINT RESTRAINTS [TYPES 1=ROTATION, 2=X TRANSLATION, 3=Y TRANSLATION) JOINT TYPE 1 2 1 3 3 2 3 3 MEMBER END JOINTS 53 '13 MEMB. START FINISHivol 1 1 2 �2 2 2 3 3 3 4 4 4 .-S 5 5 1 5 FRAME DEGREES OF FREEDOM STRUCTURAL MATRIX BAND WIDTH= 11 MEMBER INFORMATION -MEMB. Ix=IN-4 A=IN"'2 E=KSI 1 0 . 1580 0 .4704 10100 MEMB. TYPE X=IN. 1 1 Y=IN. L=IN. I=IN"4 +0 . 0000 +8 . 5000 8 . 5000 A-IN 2 1EKSI 0100 2 1 +0 . 0000 +14 . 0000 0 . 1580 0 .4704 10100 32 1 +41 . 500000 -14 . 0000 14 . 0000 0 . 1580 0 .4704 10100 4 1 43 . 7978 0 . 1580 +0 . 0000 -8 . 5000 8 . 5000 0 .4704 10100 5 1 +41. 5000 +0 . 0000 41 . 5000 0 . 1580 0 . 4704 10100 0 . 1580 0 .4704 10100 UNBALANCED JOINT LOADS JOINT TYPE=NP (-) LOAD NO. LOAD 4 3 1 -9. 0000E-03 43 2 -1. 7588E-01 43 3 -1. 9972E-01 4 3 4 -4 . 4000E-02 4 3 5 +2 . 1612E-01 4 2 5 +1. 0806E-01 5 3 5 +4 . 5030E-02 'HORIZONTAL JOINT DEFLECTIONS IN INCHES JT. LOAD 1 LOAD 2 LOAD 3 LOAD 1 +0 . 0000 +0 . 0000 +0 . 0000 +0 . 00 +0O. 0000 LOAD 6 LOAD 7 LOAD 8 2 +0 . 0001 +0 . 0025 +0 . 0028 +0 . 0006 -0 . 0042 3 +0 . 0000 +0 . 0000 +0 . 0000 +0 . 0000 +0 . 0000 4 -0 . 0021 -0 . 0410 -0 . 0465 -0 . 0103 +0 . 0698 til (flci . 00 5 -0 . 0001 -0 . 0023 -0 . 0026 -0 . 0006 +0 . 0039 VERTICAL JOINT DEFLECTIONS IN INCHES JT. LOAD 1 LOAD 2 LOAD 3 LOAD 4 LAD 5 1 +0 . 0000 +0 . 0000 +0. 0000 +0 . 0000 +0O. 0000 LOAD 6 LOAD 7 LOAD 8 2 +0 . 0000 +0 . 0000 +0 . 0000 +0 . 0000 +0 . 0000 3 +0 . 0000 +0 . 0000 +0. 0000 +0 . 0000 +0 . 0000 4 -0 . 0066 -0 . 1298 -0 . 1474 -0. 0325 +0 . 2179 5 -0 . 0066 -0 . 1297 -0. 1473 -0 . 0325 +0 . 2178 PRE-AXIAL LOAD (S) [1] AND FIXED-END MOMENT(S) [2 & 3] MEMB. TYPE LOAD NO. LOAD LOAD COMBINATION 1 LOAD NUMBER 1 X +1 . 00000 LOAD NUMBER 2 X +0. 00000 D L P• LOAD NUMBER 3 X +0 . 00000 LOAD NUMBER 4 X +0 . 00000 LOAD NUMBER 5 X +0 . 00000 MEMB. AXIAL= M (INITIAL) M(FINISH) NO. KIPS KIP*IN KIP*IN 1 +0 . 0000 2 +0 . 0370 -0 . 0094 +0 . 0000 +0 . 0094 +0 . 0362 3 +0 . 0148 -0 . 0362 -0 . 0557 4 -0 . 0023 +0 . 0557 +0 . 0577 5 -0 . 0133 -0 . 0370 LOAD COMBINATION 2 -0 . 0577 LOAD NUMBER 1 X +0 . 00000 LOAD NUMBER 2 X +1 . 00000 LOAD NUMBER 3 X +0. 00000 a OW LOAD NUMBER 4 X +0 . 00000 LOAD NUMBER 5 X +0. 00000 -MEMB. AXIAL= M(INITIAL) M(FINISH) NO. KIPS KIP*IN KIP*IN 1 +0 . 0000 2 +0 . 7238 -0 . 1833 +0 . 0000 +0 . 1833 +0 . 7068 3 +0 . 2891 -0 . 7068 -1 . 0888 4 -0 . 0446 5 +1. 0888 +1 . 1281 -0 .2608 -0 . 7238 -1 . 1281 LOAD COMBINATION 3 LOAD NUMBER 1 X +0 . 00000 LOAD NUMBER 2 X +0. 00000 � t\0 L) U f i LOAD NUMBER 3 X +1. 00000 LOAD NUMBER 4 X +0. 00000 LOAD NUMBER 5 X +0 . 00000 MEMB. AXIAL= M(INITIAL) M(FINISH) NO. KIPS KIP*IN +0 . 0000 KIP*IN 1 +0. 8219 -0 . 2082 2 1 +0 . 0000 +0. 2082 +0 . 8026 3 +0 . 3283 -0 . 8026 4 -0 . 0507 -1 . 2364 +1 . 2364 +1 . 2810 5 -0 . 2962 -0 . 8219 -1 . 2810 LOAD COMBINATION 4 LOAD NUMBER 1 X +0. 00000 LOAD NUMBER 2 X +0 . 00000 LOAD NUMBER 3 X +0 . 00000 F�1 I'd\O S P l"i o 1Vt 6 L c LOAD NUMBER 4 X +1 . 00000 LOAD NUMBER 5 X +0. 00000 MEMB. AXIAL= M(INITIAL) M(FINISH) NO. KIPS KIP*IN 1 +0 . 0000 KIP*IN 26�p( �c VU +0 . 1811 -0 . 0459 2 +0 . 0000 +0 . 0459 +0 . 1768 5 3 +0 . 0723 -0 . 1768 4 -0 . 0112 -0. 2724 5 +0 . 2724 +0. 2822 -0 . 0652 -0 . 1811 LOAD COMBINATION 5 -0 . 2822 LOAD NUMBER 1 X +0 . 00000 LOAD NUMBER 2 X +0. 00000 L r d wvJ6 UpLvS= LOAD NUMBER 3 X +0. 00000 LOAD NUMBER 4 X +0 . 00000 LOAD NUMBER 5 X +1. 00000 MEMB. AXIAL= M(INITIAL) M(FINISH) NO. KIPS KIP*IN KIP IN 1 +0 . 0000 2 -1 . 2215 +0 . 3092 +0 . 0000 -0 .3092 -1 . 1935 3 -0 . 3754 4 +1 . 1935 +1 . 8438 +0 . 0304 -1 . 8438 5 +0 .4416 -1 . 9095 LOAD COMBINATION 6 . +1 . 9096 LOAD NUMBER 1 X +1. 00000 LOAD NUMBER 2 X +1. 00000 LOAD NUMBER 3 X +1. 00000 D ``s 1'- DRAFT 4- r1 Ice- LOAD NUMBER 4 X +0. 70000 LOAD NUMBER 5 X +0. 00000 MEMB. AXIAL= M(INITIAL) M(FINISH) NO. KIPS KIP*IN KIP IN 1 +0 . 0000 2 +1 . 7095 -0 . 4330 +0 . 0000 +0 .4330 +1 . 6694 3 +0 . 6828 4 -1 . 6694 -2 . 5716 -0 . 1054 +2 . 5716 +2 . 6643 5 -0 . 6160 -1 . 7095 LOAD COMBINATION 7 -2 . 6643 -LOAD NUMBER 1 X +0. 60000 LOAD NUMBER 2 X +0. 00000 C& L(Z.F D W I,O b 1 - , (.0 0 _ \NS h (,.)),,),O fi _ 6 b LOAD NUMBER 3 X +0. 00000 LOAD NUMBER 4 X +0. 00000 r LOAD NUMBER 5 X +0. 60000 MEMB. AXIAL= M(INITIAL) M(FINISH) NO. KIPS KIP*IN KIP*IN 1 +0 . 0000 2 -0 . 7107 +0 . 1799 +0 . 0000 -0 . 1799 -0 . 6944 3 -0 . 2163 4 +0 . 6944 +1 . 0728 +0 . 0169 -1 . 0728 '1 . 1111 5 +0 . 2569 +0 . 7107 +1 . 1111 2.1106b9 > 06 (Di ► t' ui" `A=ttt •11et C3 g 3 1-b5 i F J"ls Nte. Inte)ORS �, vsI. 1-AcE, n 2,,,s-3--- \ ��a4\ t E51,,-7 t,) i t'1o'-i tom'6 r--•S1 C Is � TZIA t � ¢'� MI F� fel d as rr4rs! t€ 4, g ° 3 pp V- T{f 2 .j __ .\562.3 trey:- 1, t Ocil 14I� 1, 1.0clH '" AC.-::: ! _ fir" � i 7$ C. • t LI d,✓ `gym' i (((f .'' �^ 1 is--,,, ..._...._-.._ _. .1.,-1( c1.5. 3rJ "'��'llto L,Gb4 2 �a � ` t 2 1 - � 4Yy �• iV `r kJ - ��farsf3;- L/�-l�U • q. j ,r \= ,i_,Si t4, - t51-- . S `ttt2:�t�.t�'. , € to \s` "4P c 1,Sto;t 5P-1F `- - :? By ;D`"o Portland,OR 5o3.2z49 Architecture • Interiors.• Planning • Engineering �' 060 Date 1 I 1` { Vancouver,WA ---__ 500.595%879 Job# t,U"� t 43 M z.,1 Seattle,WA 1 www.mcknze corn 206 Seattle, 9-9993 A C 1< E J 2 I E Sht. n7l117 Mnrvc of 1-----c. } # -J6 r to kocr l r Z >r„ r�`g'4 I r3 ._,„..,,.^"' - 1 --- a (1)\.\**. it' \ --c-tc,,$)' tt-t-- ,--- —-----> Apme)t. ----> ''' iI/ ...,0 1 ?,, ,(-`?- a • ,te`a`tta+ ' r4� ,:; . tot{ 7 1 i :::,--- ?._\.) k Lj0 s. x a # t 3 a 1 r -'. 0 +r e D t rt Cc r3,P+R. 03 II-AA C-i V E 5 / aVt ;viaTy.v '` , (t3S-61 S,utC> By 1. F Portland,OR Architecture • Interiors • Planning • Engineering ` 803.224.9560 Date `_') +; Vancouver,WA �,1 Ur � �� " ;i 360 695 7879 lob (D V Seattle,WA S '� www.mcknze.com 206 749 9993 C snt. o • n7077 MarKcrnf1F : o,�,, ori_ ,,, k._R r-r w ‘1,•11 , 1,f, J I L1\� I \ r I . ,4,.....„ 1v' 1 • tt"-----------------_____>1 Q 0 ' LI sk op `i) ( 1/1--y, l`1'►- ,,c.U5I fs= .1'41. `--t \.0. T _ T _ \ ; . 15 C, -: ,LA �'-'"k 4: X 1J , ,_) et 1� &L a 1,\,0-2.-3 (5 51 c C-6\;\ ,L•i'1 t:\-1 Cl�c\l ZC,J 6 '1..a > ZZ 1 tb ,d Lt 1-0,,\‘-.: �ODUO (,‘-1ir1�� _ (01 1.tD5 S� C� LA L � � 1 lr, `1 ..L /�1ru lad y `� ItPPLI �:D �2 --ect ," u Co 1e) a'�� Z,Ss3LrI u Z`iln slat %.....b 2 » 1 3 (-OPCLJ \ J „ USq 1\/-i.:k l titi,k . 0-5 0- Portland,OR 503 224.9560 Vancouver,WA ByLk) Architecture • Interiors • Planning • Engineering Date i U i 360.696.7879 Job# 2��O V6`1,00 Seattle,WA ArcM A /� G — .n+nuo mritn-yo rnm 7,1F.7/1Q QQQZ ■ ' ■ /"1 C '< E IN _ I E _ _ 1 L $nt. O( J f•� "AS (�1\0 — t/t 11 t Tr- \0 `-<x,56 t, McII"\j✓1 . r. � f. Rti t, c A. + \ �cP t ;t, 1111 I 3 , `4 5l. r� ►Es l�i1 1 r , ri id 1-...i `z ep CE„.„ r C � '.. x rCa0 lot, 1itv yk tv tir... 'L,1 T °ref w.ci,„:L-t _-- —ii Z ? `,0 -- : ems 1 . , t, � 10 1t1 '.off t .� � � 0\.c'i` t� ,els . (-tF,S(1:,111 f.# By 0G F Portland,OR Architecture . Interiors • Planning • Engineering l ! 503.224.9500 Date � �j t(� Vancouver,WA 300.695M .7879In Job ft L t 1 v I , 0 0 Seattle,WA www • C I< E Z ' E q mrkn�a rnm )( 7dq qqq� 1`A1 Sht_ , l---------,,° f IA V14\ i'.\ t DS BAD -n- rz eAo v Rot t P j 1^s' T4s 1:: FoR TANS}yam '' R ST(k\.=-ss P,- ,01"1- t�'` = TT ; > V i = .2.0 \ 45,5- i 1, LA LI/ J - itSU5 tJ 3 M',!\ 1 Ga 000 ('15) 11 + 20\ ,' \l3' �' �, (DI , ''3 u1 Ar.-1h 1v �,1 _ MG�ti (•�25)41k ,Uv1,a.4- +11j�, ��y � ��,�j, �4=tc.1e... QARI>JCr F02 (o Lv1JC, se-67‘un1 t -.Mfae~'7�pr 0 • 1:-S(..) P.`,1: x, •--kp , -_ t, \ti- ,25(4..S) .2.5 (.t1,2z l'.. W +Ty, L.L.:' Lot3 RoAs .15- (4,zy) •iL( t.,i,51z P ; �-01, lv �S c13 >��►,2 \ t)11 rt.‘PS p'. 1110"01! =V t��,`-{ , 1.-r + r '? \ y' 1 :1 1u+; - lu,,uo,... , •D 1 (•31Stc,)� ., Wt •C i ,' \)4‘01. 1 1 t cc-A-1 / ,L.n`L-S x'LA- ,‘NL,-)---5) 1 ct 1 , 'IQ, La, to G-R o:,T r\-'aSo N P b -Ft-,,,,- = l F5 u ,3(., + I2-L-1.3 L( t, \25)(1-. ;0S (y ,25) -"zS(4,2,5)1- - 3� tu ,2Z G I So x,`i jU� o f FC)(Z P t12;. TP R_EI D t rJ 20 1� (1.-‘ , , \.1 � 4-10 r., t SPP -Ir' �T �< _ �, I"E G L L ,I, I �}1 LtSZ, Ll L3 ly I ty„ I to 'I`y,1 (r�j12S u _ -S ( k,"?-5) --S. (`A.1-S Y.' _ >�u 0 \._.OApsi- `r_ Cortrl -C ut.•\ APPLI L v = G411-, .., x lL%/dci,, 1�� ,` < 2.D1. Io8 t_A AT C-Rpsme. Cor\,1�CTcor-S \i---- + (-I,1“A„)H11--it (P6•1-( ,Sti(1e,1557') _ \2.,ci,ot 1Cii,��. 2 d 1`l,�\3 e...`-t()2it LLt- I I FDP-- 1/2,''! �� ii, cos (1,c,,--t577) -4- T .\ n 75-5,10 LS 112..1' ,Rod i -N 5 to 1..1 -- -1;5'1° Lk,IS,.) -t• 22-1,Lia (.5'' _ l v l�`-1 (__2? t tiS ,,5(N,tSlS�u ,r z s�o T t:,..5)(4,‘-”‘' _ ,Io� 03 M Portland,OR BYE Architecture • Interiors • Planning • Engineering 503.224.9360 ` L` . Date / I Vancouver,WA 1 r 360 695 7879El Job# 211 V(0i5K . Q Seattle,WA M Al1Af rin r It n 71 rnm 'hl(7'!Q QQCI M A C I< E I\J 7 I E 4" I.{tt MX► 1 c_i to C3,14E) - 3 l4.1 /15'6 OP' ‘„,>4 10 t4, ..mm77............l....II.IIII1IIIIIIIIIIIIIIIlIIIIlllllllllIIlllllllllIIIIlIIl_ - ... t,cd$ c1.1 P s"T-R-� N'IA,�II t rs G 3/6 [1 (-- 0 r1/1-4"7 By 0 i` Portland,oR503.224.9560 Architecture • Interiors • Planning • Engineering Date \ � ��i � Vancouver,WA 360.695.7879 Job#_ 0 (.___11_____ ___01) Seattle,WA A , www mrkn7a rnm 7O 74q qqq; M /"'1 C �C E N Z ' E v • Sht. Y ' of_ \t\I \ob uPLtFT Pt-r ►OTO(2MCC) ►iNPE vp GLAPS -hAs-.0) 0'i'cP4L. ttA" oic, SPAtc.OG . Fo;1 C' 2.S Fop- t 2,C rit P F 1 x,(p ..____---fdo LI- T -t•-) SI o LA \] SD r Lt 4 LI _F2A A pr 1 ttI Act-1/,,1 1 S Pt _ l c, -t + 1-i1 I(. ! + It (.2 ;,3) © , 1 U> ? 2,Ak)3; 057-5,\I ._ ( ..I.... (EN ( V 4 g 1:L.to , 3 co AT TD(' „ 1U r-� ? Z f 1X\x,�l..s " ' (.�, 5V\i 2,1-CD C�a,7 J\ (%� trCI t �� M .t►353,.„ 114:17,0,srlft- 'fir—a �a{.rK� '1.()r-D (1S) +'2.2,6/3t0- (.%2 '•3t1.›) 'L\CA031 6 (..) , T _____ (,,,,,, .. ,,,s-,<„,„, p, ... r�'I�� r ,g,„ !'1T o -Gu1l ( � 1 2z-51 3�� 5t5 7-,`f P5 _ t -12/So PSI (Utc •., TI (,.2)Iyl01..} By D W Portland,OR Architecture • Interiors • Planning • Engineering 503.224.9500 Date ��, 7 ) 1 Vancouver,WA 3F,0.o95.7379 Job# -1 47 .69 , Do 0 Seattle,WA l www mckme-rnm 70674q qqq; M A C I. E N Z I E _ Sht._____________ot______________ ri . " 5- 2,6b4I 1. tc (4,7 1.,1� 1) aOS 1-1 4- . z 'WI. E 0>sn 5 e-s = c9��d tt_)_ I I PSL By l3,). Po rtland,O R Architecture • Interiors • Planning • Engineering ! 50 [747500 Date I 171 Vancouver, WA ' �O 36�a�7�79 lob# t Se.atHe,4VA I A I � ' G . ) www.mckroe.com Se F�14ti��G.� ` Sht. of 1/c" ,..1 LI i 7--------- 2-1/C6° i I I 3 i Plc; 1 , it's s, -S i f5„ I _ t t I 1 I - TO r\,.nra`art. 3,\_ `D-15" p 1,tiL 13..UL1C T& L, M 0+i=o P-,R ,e,'4 c-, .R, -� yi f 4 t`�s -0(Ji.c.)} _ Portland,OR By V W _ Architecture • Interiors • Planning • Engineering 503.224.4560 Date ZL1I n Vancouver,WA 360.695 7879 Job#__ 2n-O 6 U i,yp M - Seattle,WA 5'bVIA/1A/mr4n7o rnm ACI/ � l nr,7nq aan� ` I _ Sh of ___ -__ _ ---- L.Pili4)-1:\1.. v)\aQ Lta.r7D:oc, . -,_,.:,,,, 2. L :il L_I I"' _ 41 - 2.1Za`-k FTt l>,.-1 5,(066 `L, I'LL).t r>,-\' NI.) \c/-= roo2.5u(iZ0)L(,bs) (,5.1 ti-0(1-) (.611`1 >(1) (,u) : 3c1 - t c? P s F- kT LA 0\ A2_ c_i) Oh-) C,ci-10;-) Z.,/ CHu(z. PIz 'Ks Lt- 51' ' Lf " 1/,Ln Q r'L\,us1�=p in zcloS00o x ,15) 7 (•Lv25z°�)3_ 5914,�Z JLt. ?,, � S�i `` Cor..)L1.„.0S1(3,J -A- P Ml/4) tovM or (1 ) (.12:1 As i M 1\ 19 3 G(z1-h Is a 14, -rIA NA .J) t.6 koD 'S R'C 0 tis, h FoIZ ,,r1Nr') L1 LJ L t,.rkNI Lo 40S S\ \ ... ,A S I G - oF FRAL\ ,,dlc. iv,,L x 1 ./l,,. g . \2" ,-ct„ (2,6 . .. ,`c3:) •t `I Li. 16t,�J : 9 . Li)) �y1\r p.\u as(3C,S .3,. L-t,v,v` +-, 3 + ‘) !o z../ \i-1 \1--5) ".: 3(0,-15 L3" 4 5-5LA,3cISL3" (01,-) By V uo r DateIfri Portland,OR Architecture • Interiors • Planning • Engineering t 1 -L-L 803.224.9560 I Vancouver,WA 55 l 360 695 7879 )obti [_.,1 `0(.0 Sq• 06 ES Seattle,WA www.mcknze.corn ?06 749.9993 MAC K E N Z I E . sht of �nr nne�r�v,�� o. O,r- I .4 g , , 1 • i,)ip* 1.4 •;,, 4it i 1,s-i-,, t —t--,..14.-;) it,,t,,,,,,,A.„.. ii,',4 4 4 ...,,,i I . 1:;Ef 14 201 .., '''' - ."1 0.*" .3t.,Itif: 1 , ,,v,10* 4 , - 4 ,4 ow* ' • s'''.0 ' , '''iii;,. ,,,,.'ft -''''' '1 -''., Ar.,.., :;'.° , ,,' , l' 4.*'t4 okl* -., ,''',...;ero '',ti',14,‘:r-'•''' ' 0,.. .... ,,,, ,. . vg ' ,k. , .. . -.., 0 .4, . ,.... , - ',-,, c i',4"-46't, •.,, ,-.,9 ,e ' doolit°' .,.,,,, k,,,,,,,,,' - .4.,*!..."' - . '. 4600,0e ` k 2 ci,41;.7Goog le ft 20 , '?ro).if•I-+ IU 6t'iv'L‘l. (3...imagioepryi1©2c01.07„Google map data©it.)elt.7.7‘43... r. 7../.?C:it—t''d C.,1 eo,,,n edr•-. 6026 5. - o...1 _ . 7,..?eterd. !24 9'7,2,23 5o3. 63 9-02 oc'c) gaL,ry 14,9 rdeJb i.-rizik_.