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• I SHEATHING SCHEDULE: MONTAGE BLDG #5 f •Roof Sheathina: 1/2" plywood •(32/16) or APA rated sheathing a , (Oriented strand board (OSB) or plywood okay) I n With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. • (Edges may be unblocked for shear) (240/180) ` - LATERAL DRAWINGS Floor Sheathing. 3/4" plywood (48/24) or APA rated sheathing MONTAGE R O W H O U S E S With 10d corn nails at 6" o/c all panel edges And 10d corn nails at 10" o/c field_ Tigard, Oregon (Edges may be unblocked for shear) (285/215) Exterior Walls: 1/2" plywood (32/16) or APA rated sheathing (See Note below) Bayard Mentrum - Architect (Typical) With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. All edges must be blocked. (260/365) Special Walls: 1/2" plywood (32/16) or APA rated sheathing (Type A) With 8d corn nails at 4" o/c all panel edges And 8d corn nails at 12" o/c field. All edges must be blocked. (380/530) DESIGN LOADS: Special Walls: 1/2" plywood (32/16) or APA rated sheathing (Type B) With 8d corn nails at 3" o/c all panel edges Wind: 95 mph Exposure B (ASCE-7) • And 8d corn nails at 12" o/c field. Seismic: Ss = 0.85 All edges must be blocked. (490/685) Seismic Design Category D1 Party Walls: (2) layers of 5/8" type-x gypsum wallboard each side. /45Tad is-Uol(Q/ Base Ply: 6d cooler nails at 9" o/c. _ '-�" Face Ply: 8d cooler nails at 7" o/c. 44 Toll CV/6 2 ?� Block ALL panel edges. (Soo 4 57 )f2-- 6vV/(03 ...', :\ k-iii i, :7 IBP Walls: 1/2" (min) gypsum wallboard both sides with 5T U/a,— /fa - -� •=-- 3d cooler nails at 7" o/c at all studs , plates and blocks. M _a �� !.% !i !l 5 920/02 e f .` Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12" Anchor Bolts at 48" o/c. F . „Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Anchor Bolts: P T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 32" o/c. Li ; _ ,/2_3I- 13 " (Special) Provide plate washers between nut and sill plate: PL 1/4 x 3" square. I Job No. 6090 Hurricane Ties: Connect each truss or rafter to each support .with (1) Simpson "H-3" or -H-2.5" tie. TIM COVERT P.E. STRUCTURAL ENGINEER 1750 SW Skyline Blvd Rm 221 ':ote `.Nall sheathing must be installed -continuously" (above and below all openings) typical Portland, Oregon 97221 Phone:(503) 228-0426 A co)ctfl . — - - I- _ IF ..,....7* 7 V STUDS, Ty p. el i l# Q SFE.0 AL- P LYWoo o STRAPS: • = Simpson "MST37" vertical steel strap. �`' r((�(1J (� T?pa " e it Pr! 0 = Simpson "MST48" vertical steel strap. °` 3 5 w 0 \ A = Simpson "MST60" vertical steel strap. F, x,_,(40 I el HOLD-DOWNS: Q = Simpson "HTT4" hold-down w/ = / ° • Simpson "SSTB16L" anchor bolt. _ / 1/2" plywood one 0 : � v:; : t'nuousl h a'.»�.Y t.4 1 - y f•' y�, -;�� :_r� L, side con i ',1.-' Q ,►'1 installed...above Provide double studs at each strap and "HTT4" hold-down. and below all . sv Q = Simpson "HDQ8-SDS3" hold-down w/ ' N openings, typical. Simpson "SSTB28" anchor bolt. .` tii 1 _F 1/2" plywood one Provide 4x6 end studs at all "HDQ8-SDS3" hold-downs. - side continuously ?f installed...above II �g and below all openings, typical. SEE 3 (11 I°-' II &. 4-x rs E ki fl I p - "�Up S TY f Atirii...1. :.t; I r-.-` '1•- 'IS c, I I /9381 I 0 c"-ZEL- Srgc A(� PLY(.JO0 D r/.4f COYER - - Tim Covert P.E. IVact_{Ki t T7rE "A " I RENEWS 12-31- zoo r Structural Engineer IIII STRAP OEG� To im 1750 SW Skyline Blvd #221 — ��J(-r w rtMS�3-7 FIRST 1 7 4 Portland. Oregon 97221 S T FLOOR SHEAR S Z WALL PLAN . e T ef-8 « 0 o (T p,) 2 7 A S j j e LI�JE op WA .l.(� gE(.o W - _ STRAPS: • = Simpson "MST37" vertical steel strap. :_ t rfq 0 = Simpson "MST48" vertical steel strap. ( 8P 4 ori. ♦ = Simpson "MST60" vertical steel strap. r" (B i 4�. HOLD-DOWNS: Q = Simpson "HTT4" hold-down Nr. Pi`p HTT4 hold down w/ i. ✓ Simpson "SSTB16L" anchor bolt. -� '` < Y 1/2" plywood one Provide double studs at each strap and "HTT4" hold-down. 3 r side continuous) g. installed...above O = Simpson "HDQ8-SDS3" hold-down w/ 4.- and below all Simpson "SSTB28" anchor bolt. r openings, typical. Provide 4x6 end studs at all "HDQ8-5D53" hold-downs. 4Z_.t v ie P =R. c I .`7 r-.-. g J C r u R 5 p PROF(' OFF � /5391 r OREGON J O /� I • •• • T/4t C0`iE-0 1... L� RENEWS 12-31- 2o13 MST4—S4 -3 'I ____ _____ _1\ Ft-00R, Tirn Covert P.E. TIT_ 9 A4wE_ Structural Engineer SECOND FLOOR 1750 SW Skyline Blvd #221 SHEAR WALL PLAN : Portland, Oregon 97221 PR I DE o o t_t S 3 ax S aroc�r.� 4 uNDERL JALL. PAc -T (Tr°1..‘S. r--, 1/2" plywood one II `'l'�ST3? L, .____. =- side continuously Q, • . installed...above 11 rP; - and d ; = := below all ,1' __ �s 11_ openings, typical. x:1::.:.1:-f- -- - - - 1-4 Lig AI A STRAPS: • = Simpson "MST37" vertical steel strap. `,. 0 0 = Simpson "MST48" vertical steel strap. 1 s (�(� A. 121 El LI a-me Lea 1-0.4 ,'...:, A = Simpson "MST60" vertical steel strap. HOLD-DOWNS: "HTT4" b Gl. = Simpson HTT4 hold-down w/ 0 Simpson "SSTB16L" anchor bolt. TYP. Provide double studs at each strap and "HTT4" hold-down. J 1/2" Plywood one• -� side continuously tenuously 3 installed...above = Simpson "HDQ8-5D33" hold-down w/ _ and below all x-; Simpson "SSTB28" anchor bolt. openings, typical. Provide 4x6 end studs at all "HDQ8-SDS3" hold-downs. t. .. I fBP ag U C r U R 1 0( i e,C36 Lot...) /9381 s•� r - \ OREGON i J Y , ' e __ —_ t A r COYER .M1 ;' " RENEWS 12-31- 20(3 CL tiMST3? H (TIP.) Tim covert P.E. THIRD FLOOR SHEAR WALL PLAN : Structural Engineer 1750 SW Skyline Blvd #221 Portland, Oregon 97221 1/2" plywood one side continuously S 4 installed.. above and below all openings, typical. GE r _ 18 ,...„_... .....,"••...-466N. .. 11■1 .. ___ ,... ,_ ii., I ' , • Oar 1116-- II IMMIMI. MNIIM MENNE I , __ ..../MielliMill I ME III MM. . ® „1 ti S"(n ...r I amp - - , 3� _ _ . c ...I_ - 1 1 : M o E- . U U U U IT U ID d U U U U U U t_ . _ _a� 0E'� . . _ �= ria - _ TT22 'gib(' m—mom C_MN lC 8 _____I$ t• l• • MIN II/41111111111111111111=11M1 =MI I•11111E In _ :� `_ �J I " `s-T3? t1 �. / n 8 l MST4$ /-tsT4- F- I� II i1 i� r1 1I I MN! ���o MI p� s�u�r T �r U U U 1J 11 y : .e-�II _ HE 111,..M11111111!_ rtl rissim.1 Irmo el - -1 — — _ • M5 3? r ij a C °' iP_--- --- -_- �R� - I °`�= =gin •�= •1 ss i•.o•��s.•� oi• �j ia�jQllid�;��YO�;v�laa+�O ■ � �rsa�aa�a!�aai r_aaa}awn sit i sa��jo TO i��joe��a�;�i io ia•r;�. �� ��--•- ��∎_76 ■ c�e��o�-mcsea�o�I, 7��/ O, s�i�lJO Os `JmO as�rsaas•saas•'a>s� faara::�ai i�'a �:w�ar�:saar•a�c� Q �` Q • Q Q AL. Q Q I << FRONT ELEVATION , R ,4 ELEVATION 1 011 _"_�_D_�g__•• . ‘ it << / - S -ro c: T� Y . ) 1+DQ 8• • TYP- P P r UR • s�`4 PROF 4e. _ �5,����D IN�s�� - Tim Covert P.E. Structural Engineer p9381 l 1750 SW Skyline Blvd #221 EGON Portland, Oregon 97221 °��:Z.,o'' S 5 1,4f COVERT RENEWS 12-31-'Alai aA-VE (-na.L(sS) D� 1,41 _ b 1 e.AJ E i.)FTA-a. Fpn?...-r-k{ (jAu.._ :c (oPzlori ( ) I�21`PLY . a. N �2��PLY W Do 0 _ Slips o,J " A-34-II i 4 Sot C044 , IJA( LS e- 6cIdC � 48trMax. olc- . 0A. (AKJE . RooR P!.._`,lt�JooO / Ep4E " t\Jf4ILrr4� <Sc e, SI-f 7 -1/,d G ;,s es —l7ZUSSES. `I2'' ( L1 °°o SCI-+epU L-E) f-" c C 241 l3Sc. '4 ,So G 2 cD ) I r �L4c c4 Sot-I D L3Lv_ rNJ4 P�Vc DE S GHEE N1 ED . / VENT 1-4-o L-E S / ( iJLrteO. cimpsovi . 47, . 1 or... ..---0�� �° r(^s-tik4pso 3511 G L-L e$ I 4 /\35`` c(--( Ps srMPSo►-1 I 2 4-8 o(6 „ N_-� . , -g rd (G CTyficAL) , E04£ y uArl-rkl y. (2) (.A`{EYLS •2x4- S-r�D S - -.16111111111111 • ' s/b u 6V ps K � f(� `tot ' ' 14A t.,6 0 A-2.0 • • CAc14 SIDE, 1. . 'LX ro S��S 1 - FROFf f)6 "01 c .. e Tim Covert P.E. -! OM 3(2 ( /2 1 Structural Engineer ,��- 1750 SW Skyline Blvd #221 `pECa' ) I Y rr S 6 Portland, Oregon 97221 `L� g A co o �G _ �� U►�2 rr :1NEwS ¶2-31- 2.013 bR o o F' p (1 fie.- bE 1A-( L .. (o p p o r.1 2 ) Gerat-e E 1--1D (,,IA l_L_ - _ cri.Lt s se s pig 2A,Lc. t..) 1/1.." PL`(woo D Bd Cod-( 2 6 ua (G / Ro0E- MEDyE" 0.4 E /2 uhru ►J �,. �o>= 1 il PgYWoop r (AS Sf{-o W#J) u I `'�4E fa 'fiLuSSES ZT e iG� NA!1.4 4 c "T�.usS o� Fu 1-1- -HT s'.w s (5--n Frz.""i 0 4 111 _ S(/`1 PS0►.l " L3 0 " try,u c.-r c E c GI►,S 4 • GI--( PS 2Q�`o(r /-1-(1 �4C H S�D�. _i Ic— 1)1 � u � — 7 — — -- r.-±7 0.0±4 , .,Hiou� CoLA k _ V C r UR _ . S .. c (%.i._p PROF(5 'e Tim Covert P.E. 7 / X938+ s Structural Engineer c;1-7-' 1750 SW Skyline Blvd #221 ` oRECa, n Portland, Oregon 97221 PAR.-r`f (&)AL(, 2�J'! N :--4, cogt�,, S7 `ENENS ,2-3,_ 20(3 0 ex-T.- WALL_ / FLoo tz, SECT( oI. 1 : I 0 ` DV INI Ci DETPci < if Coo-rt 0 kc o c Ai r u o� 'l2`` P�`(W O OD 16 co it(Pul td0 ti G IDd c,oM _ TOE rlAILS AS SA-0 L.l� (6d IoM - �PcLS (45 st+-o�N) S d( . �c (TY P•) / �J 6 e l c,. 8 0( c . ),, 8A e6 "6 ,6_ v / G 7 -____ (od co-i. "JAI�.s --CN-3 all Illy c / — — 11 RD 3 - ir ' N _Ii7 " o(c-- ("Ne.) 2xco P-411 / L._ SOLO? I JorS / 8d GoM • ill Nil LS ,►� 6c.0U6 r/.S C . 2xt o (6 c'o c_ "SLM3 P&S'v pi WIWI. r FT uN . e 32-``°( c_P.s 1 (Bd Q. (7 "0/e) I/2 ' W00D s-o L r D 1/3�(,oc eJ 1r AS S N-o k1� (F`r) e 44311 0/x', / � UCr � 4. 5;\\. ROFFff,� /21�P`YWOOp . ,c4,.. Tim Covert P.E. _ �/�O �� . Structural Engineer �1 19381 1750 SW Skyline Blvd #221 ..-71 t OREGON Portland, Oregon 97221 \ , :: %/ S 9 `` „,„ co_FENEwS 12-11- 2013 PAR. GuA C.L S i--f- Z v i CE-r' -c L: FA W A L.L ( S -2 u eNC-.(--) CErttc L: po2x�STJDS . ,. 2x4-S�vPS ny � l6 " 0( � el6 " o(G, . . . • rt ' • , r , II (het a'M @ (ro .0( 1 n (OA Go6-c e GIB O(G (OOI Co�-c e 6. D (-. .. o�G Gv : ', Tge l PLC S°LID R D o�G Gv EA .. -( PLE. S°LID 2ND ` gLo��`4 3 Ltd — �"°` �4..2't- ( 1 . / Z/ xylitriTs,/ // 7 z110 �I 1l Zxco � . ��-- 2.xto 2xco �I 2x to (3f,oc (►J : ; . , Cl� Set 4811 01 $t.oC(c.S . ,Avow_ . • , BI�KJe i 'c0/ . ¢8 "o(� d(c. ' © c ° 5MPSo� Z �,, . ST Ip$o'J , • , tt L30 '' CL f Ps `t LSD '' CL t Ps e---7-2_. o(._ ' , @ 32''o(c• . . , (EA . S(OE) EA . S(DE) , • 2x4- S-tups . . 2 ¢ S OS , ( la of G. • . @ ( (v of G.• •• • lq � � , . . . 31/2.4 3kiu . , . ' 31/2.4 3/ . , _ 4ucTL, ' `� k�CD PRO/6; Tim Covert P.E. � #9 Structural Engineer n E,a, / f .1758 SW Skyline Blvd #221 \:,2, ,y / Portland, Oregon 97221 V ` -'1s, ro,A_\0/ v - S � o=rNt:NS 12-37- X013 GO Sec-pod @ Tod' of p.f 2,(4)(z___ WA C F (2/ WALL, SEGT( o f,} . <!( PECK 1, UM ►T ( od conke bore_ �0 3/¢(t 1 + I I /// /7 ? ( 2x D Moisture barrier and flashing, I e, Iti:,cGc4f- gTi2"°( r 4 12� GoNt. ToE By others. 9� 2� w P EWA§ ill.. 1.1 I I a a I 1 ia�I� eY-(5-�� 7 - . - - . ill ��— - - - - - - • - 0.0,,_ Sd. e 6 "afc- Zx( o Jocsr$ Y� - + 7 Ttp(cAL -r %2 ` PLYWOOp � 2X4- 57-1)05 `'t�f S Z$ �` 2x6 STUDS — ok-- SxO I I STUDS I ,, U C r oR � i�D FRp� 'e i� �tij lr, Co( vs2- P"r J�Tc4(AOUtS l/2 PLYWOOD Iii / /93 FFp��15- o& / 381 Tim Covert P.E. \�� PR 0 JiOE Structural Engineer (ca, ) 1750 SW Skyline Blvd #221 , `-' fr n.,.1% see S1E-n41• q Portland, Oregon 97221 ,, '4' COVti∎ cCH Oc( le • S 1 2 -EN[ws 12-3,_ 7,013 P �. - "Boo-c-1<- Se-c---F O t IL . C , S PEGI Pr L V e T AC't (� ( i'Y_6 el.0 D Syu D << DEGI� FUSE » GA 4e- pool S4-bk)k.) _,if Moisture barrier and flashing, i-- - c�GY/.-S , S!/t'Cl L./ad-2_, . By others. Tie deck to house 24C, I G1 using Simpson 2x 2�� - "DTT2Z" hold-downs inside and outside. _ 1/2" dia. thru-bolt ZED between them. �i 7• Zx � 5%8 x 131(z_ �r - -� (c--(K3 4 l ` ��� Iy Gr,4 _ STuo (ASS-i-t0u0) J t _1 (2) I� d • 2x6% 4 i 4, I / ll_I _ _I . (� 1(0(G ivolG'? 1,.T 4-)c g / ( r Gat2aG 1✓ p (7Y?) oo 5 2x o s � � III e.o f) uocsT op r ' – --1 �� ( II tj , S)Mpson) {` 6) 1 1111 Ili 1ScRPfo 1 • `` f-P q 8 — ,- I SPS3k I_ , ___.______ilf_____ I� 'I ■ I .I HILr ,, j . Tim Covert P.E. ji PC./r"rt Structural Engineer r f I T 1750 SW Skyline Blvd #221 S.S�� , f % Portland, Oregon 97221 .. `�1 ( ( , f I '• i--f oLi) - powtJ DET-AC C� : (.) {OLD - powrJ DE7`Atc._ : ( 0) \ I DouBt� STvDs ` `- ot,� L S UDs S1 M Pso�1 � eras of Al ' Ii ,,� D S T was o� At� " t'! 5-7- 3-] " wai.c_ Pf}rlEC_S , T�tP. 1S1 �T�'arr Ii wAL - PAr.IEI_S , --NP. STfZ� eS C� ,l (S f'�A . WW S (5 > (S— Pt �' 3rd P ). I ► 1 111111"- ZrJD it 1 I fill i c c N 2x t o s I 2x t O s II M I I .- I liro. 11 -1k4_ a II r..•-• � I i � IL ii': y :,0 PROF£f tVS� 0G1NE4 ' c, Tim Covert P.E. 19381 Structural Engineer C„E „ 1750 SW Skyline Blvd #221 �,_ Portland, Oregon 97221 �\ _ 4. S i4 `ENEMS 12-31- geo( i i --}o L.p - pot-41.i 0 EI`A I t✓ : (• { o Lo - 1)0Q i PL4 T DE ( L : 0• pouBcE STv0s Si PsoAi I�i ENL�s o� I (se P I '� lOR ��10 I z- N x o c��c, HII► a• I1J ��- �� �N M� AVT _ II iII . . _ ,_ 011, -� cs ��.Y`�N M� 7 gar r III' 2xcc�`s - - - - lI_►� = Simpson "HTT4" or "H " III .— Hold-Down w/ ( -� •-. � Simpson "SSTB 16L" 14 k �� anchor bolt. 3 Min III a N" 111 43/8 S. T g v CT V R i .k D PRor-Fs,, e Tim Covert P.E. ` j33!!1 r Structural Engineer _,�-' CR ICON / / 1750 SW Skyline Blvd #221 Portland, Oregon 97221 L,J 3 S 1 5 ,ENEMS t2-31- 2013 spEciA ve_z_,cc_ ( „b E„S SrvO) How_ Dowd DE—re,(L5 : 'I 1-foQ S -SDS3 1 A GASE pool-- Sow . 1 . E_ I, (r G L- 1 i- i- 7D -S , S!/I-t,t LA12_, . 2�c z �- Z� pooQ 2.K G —1 �>Z .4. b 0 1 I. Zx � N 1 � I 5/exl3r(2 1 `- STvo (AS s- u t3) (r USG -�'ks S Gi(M • �-� d 4..., K K 3 if(2.) I 2x6 ��- - ssT� 4��- uLs @ 5` OS p(acc rvicf --.. . I 6 lr o(G r i 6 ofd HOLD-DOWN NOTES : L . A 1 Cams E, / Q I (Tvp) a = Simpson "HDQ8-SDS3" hold-down w/ Simpson "SSTB28 " A. Bolt . Doc.(2— 5 ( oPer kig i - --� ---• T— 4x 6 (I' ) - 1 11 0 ^ .. (1 Note: Do NOT substitute '2 I ( Double 2x6's for the 4x6. ILI 1 1 1 sr M Pso LaA-no t,1 1 _ (: , S• I ( --, `' RDg8 I - SPS 3 I , r I 1 1F i ` , U CTUR �_. ,__.__...._______- ...,---- T Z}C j C ci�C�Tt 'i X9381 Tim Covert P.E. Structural Engineer rc o�S j ( I K___1_, �--� SR P.50d 1750 SW Skyline Blvd #221 SS"�� I ! 1 ����t. ;2 ,., + "SSTB2 g `{ . Portland, Oregon 97221 1 j ' I ' ( ` 11 rO4 (_ - r =i NEKS 12-31- 2013 Ii/ 1 G TYP 9 — 7 1M000 - �-- — �-- — <±)Mo�o - flef— — S(M. �R t I,ITt-�Ic_ I( I , � X�' L(T +IG 1 V V • Vit STJD-f, -TY P- i (it 1 .,:rzi.-f,-zs.--,1:-.1.L._241-gril ;-_____...-5ae.;-,5_-:----:. _He..-,0-, L _ 1 L... _i .1t,„-W.3-r_Lact*At4f.M*4142fAt-,74*- :4-14":i ij - -A.--- — 1 11 r--1:-... , te:-4:4_ 6 _ _ T I8 iv.�:. 1 4 concrete slab-on-grade "` ' with 6x6 10/10 w.w.f. N, P L-M�D D _: set at 1-1/2" clear top of slab, _ LZ .(" _ 0 over 6 mil vapor barrier I I 1.1AI L{ TYPE (( [J a 14 I over gravel fill over firm, , Q i — — — _ original subgrade. . '3 w _j - - — — — — — — v le. :1,.. } / — t 1/2" plywood one e. IL _J _ j. _ 1 -jr 4, 3fr%rte Xa � r r�. , ;�.i �avr., , fir .. fil > `F Siksi. ; = _ side continuously 3 '::a3�::s5dir��- ■ r.4-- it-.i /t71: - ,r guy{.=.co-i{aI l4 d� " = ' ... 17' '`''t. A* . �r installed...above {.; +j, and below all cm. °' Y 7 0 11- ` Tea ..o.:: Y, openings, typical. ; r � h y .. ?lrj I i . SST. ` z w ice -1 q.3`' 1/2" plywood one j- j x x I I }; side continuously t°a = I L _� I gs ` installed...above ' I = L—� .., D and below all t i� • 7 �H I hr openings, typical. ,,; 4"concrete slab-on-grade s with 6x6 - 10/10 w.w.f. ?; QQ �,` 3 s. 4-x a. a b a I set at 1-1/2" clear top of slab, { 411 '. I -, ' ; over gravel fill over firm, 4-u I p >, STUD S i r g P r D TY _ original subgrade. I p TYP ti_ I(I ( 4 crVR _ �z I. t ;Y e ��+*�,,, I� y ����D PROFFff� ... s,., .;. .„ — — — • — — -,,� .. -;:msµ y..T?',' — — — - - —— fk` I - I I . /9381 r^+ 0 A 0 A 0 . P I I I OREGON L' `• r:'. TY P. irZ Till co�+�- ` T.(P• SA t✓ Pc�`t(,.)oo D �— -� IFENEXS 12-3t- 20(3 NAcu�(/ TAE "A " STizAP OEc Tb I A I U i—I A ,� I VI S I T Li/ '�M ST3 7 k I — i L _i L _ J L _ J FIRST FLOOR SHEAR WALL PLAN : FOUNDATION PLAN : ( LATERAL) S17 f}OLD fl W,.1 (.ocAT(orJ 5 , r (, A-L U ! S� FOOTING SCHEDULE: Capacities based on 1500 psf r/Z`tPLY -30°13 • ,� O 3'- 0" square x 12" thick 13,500 lbs. iii C, ,S-TVO2J\) e I & oJG . with (3) #4 each way at 5" clear of bottom. 5 P.7- 2x( PLA'r w/ Spa A - Bp,--TS'. Materials: Concrete 3000 psi at 28 days ' �Er Slump (ftg) 3" to 5" I Portland Cement C-150 ^—� <Zl ¢ Aggregates 5-1/2 sacks per cubic yard �` Top O W� cr kc per C-33 3/4" maximum aggregate size ` t( Water per C-94 tx #¢ VAS Air Concrete Temperature 50-90 F Air Entrained 5-7% `.. K .t Y M Note: The concrete supplier shall assume full responsibility for the mix design and the \.N-\. overall performance of the concrete. b 6 - V Rebar ASTM A615 Grade 40 - .. - - 44 1 gOt16+14F� �� V• Op -2 Corner Bars Provide #4 x 24"124" corner bars at all „r //�j. "a �Z)- 4, continuous bars at all corners and intersections. GRAVE otlt-L—r. 6E- / - Concrete Slab-ob-Grade: 4" concrete slab-on-grade with 6x6 - 10/10 w.w.f. / set at 1-1/2" clear top of slab, over 6 mil vapor barrier over 6" minimum gravel base over firm, original subgrade. Note: Vapor barrier not required under garage. * Note: The design of the foundations was performed using f c = 2500 psi. 5 t% e, 0 5rr 3000 psi is required. Special Inspection is not required. PT—G ) 5 D PROM r c\� t.,ottiep ley Tim Covert P.E. (; ;1938t Structural Engineer 1750 SW Skyline Blvd #221 Note: See Shear Wall Plans and Sheathing Schedule ` `C ECO Portland, Oregon 97221 for Anchor Bolt spacing. \ \ 22.�;Y / N.-. 141 CIT4i- S 1 8 EHEKS t2-3t- 2013 E5 PE�1ME'TQz- DMZAi L PA�,T-`- LUALL cEC-T o 2x G sTv O s " c ( � ok- PAfL� (AMA. I L(VIN < I %z"Pcr`t woo o JL!VftJ 1 ( 1. 1VftJ P-I 2x ( o p LATE 1111 . she "� x �2" w 578 `` � A - goLTS 411 A. BOLTS U 4}- co 4 c acre s tiff B -b n1 - 6-12A-OE (�i w 0 1 (ox(. - (Of(o I-4 .1 dm I (2) #¢ CoK\--t Tor op (.f.4 .(_ l .. k x 1 % •• I x • s I • r - 0 1 b I Oa) ; 41.- cQNT TbP of WALL ? II ' . 4`f' L vE( r. @ 2,,i_-(10(c, g0 6 G . .4 vTzr.s- @ LNE.24 o(c . �� - ' 1 to z ZtW O - - ( JS NLA-TotJ '' • (VERIFY W( A Rc E-f-1 TEc-T) " i �- t� • (2yr4- t'Z) #4 co,. 31t GLEA1 3 ^ C-Le. e of go-r ot1 1 R ° cruk f 611 e2:> r 0 ['Wet, ffi' (Erg-) i�,`� ,�� , (F�4.) Note: See Shear Wall Plans and Sheathing Schedule :�ECa+ J q edule . :: 9 for Anchor Bolt spacing. S 1 9 I.ENEhs 1:-31-ZO( • I • SHEATHING SCHEDULE: MONTAGE BLDG #5 0 Roof Sheathing 1/2" plywood (32/16) or APA rated sheathing (Oriented strand board (OSB) or plywood okay) ( SOCATp �°T'+Jq s-ac L O,∎ : With 8d corn nails at 6" o/c all panel edges And 8d corn nails at 12" o/c field. (Edges may be unblocked for shear) (240/180) Floor Sheathing 3/4" plywood (48/24) or APA rated sheathing f f •T 6 X�o PQS� With 10d corn nails at 6" o/c all panel edges 1 And 10d corn nails at 10" o/c field. S(/`1 QS'a� I (Edges may be unblocked for shear) (285/215) nGG " I Il I Exterior Walls: 1/2., , c(I cWSOLi plywood (32/16) or APA rated sheathing I (Typical) With 8d corn nails at 6" o/c all panel edges g (See Note below) u�CL ok a GW- ` �S And 8d corn nails at 12" o/c field. ��°U�) I coLurcN gASE- All edges must be blocked. / � � /� C1rN�Z OF- (260/365) Special Walls: 1/2"plywood (32/16) or APA rated sheathing p��'Z (Type A) With 8d corn nails at 4" o/c all panel edges I t-:---. And 8d corn nails at 12" o/c field. All edges must be blocked. — (380/530) , � Special Walls• 1/2" plywood (32/16) or APA rated sheathing ~ t '7 (Type B) V' - r • - _ With 8d corn nails at 3" o/c all panel edges (�-� 4- L - . (2) #3 CLoSr ' And 8d corn nails at 12" o/c field. All edges must be blocked. r,ter`'' ,l �'.;;;' • ' (490/685) ;t/-•"4‘',-177-11`k--- 1--2�� , ,.(,// • ' • • Party Walls: r,. �. . .'. _ ,� (2) layers of 5/8" type-x f<-• �' -• - YP gypsum wallboard each side. jY, ;�'�' 9381 n __� e Base Ply: 6d cooler nails at 9" o/c. /, Face Ply: 8d cooler nails at 7" o/c. ��� ? r ` 1-7N . Block ALL panel edges. (�DO OREGON ,‘1-7 ___. „ T �+22, E (BP Walls: 1/2" min \ �M COV � (min) gypsum wallboard both sides with / 6d cooler nails at 7"o/c at all studs , plates and blocks. '"'-" (3) #+ A EXPIRES: - Anchor Bolts: P.T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 48" o/c. l.� 5 ri GLL/ (Typical) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. _ l2(( _2 Ir t( _ (2 Anchor Bolts: '` (YPSC.h{ WALL P.T. 2x6 (min) sill plates with 5/8" dia X 12"Anchor Bolts at 32" o/c. 0 (Special) Provide plate washers between nut and sill plate: PL 1/4" x 3" square. Q. EAC14 Hurricane Ties: Connect each truss or rafter to each support .vith (1) Simpson "H-3" or "H-2.5" tie. !'.Dote: Wall sheathing must be installed "continuously„ (above and below all openings),P gs), typrcal. 322 _ _ ___. _._ ._.. 5'-III" 5'-0" SIDEWALK co) 182. 8' n - }� DECIDUOUS SCREEN TREE= EL. _ 22' Y�-ci'�-».��iY� 9.6�0�\� i ` , 3 SITE PLAN -KATSURA TREE 3000' ,.m0' 1,00' _ ,, � 28' 3 „ 20 qr BUILDING "6 I-.: �� - Can'• GA SCALE: 1 —30 ■ DECIDUOUS ORNAMENTAL TREE:(STREET TREES) I RD -FLOWERING DOGWOOD . LOT •S LOT "3 v LOT °32 LO �ILD�►i L �N MONTAGE ROWHOMES ', _EASTER•,R-DBUD = Ill TIGARD, OREGON i Al� ::� z w TRACT ► NORTH 0 DECIDUOUS/EVERGREEN -y ` I•G� � ORNAMENTAL SHRUBS, �:,:� :.. ..�Lf Q 'iii -THE CIVIL ENGINEERING HAS BEEN COMPLETED :FLOWERING RVICBER2�Y��T EL. "911 :r ; \' �; 0 AND APPROVED ON THIS PROJECT AND THE SNOweERRY , I - �3 UTILITIES AND PAVEMENT ARE IN PLACE -GULF GREEN RAPNIOLEPSIS 30'00 `��•1 f� w ''1 dl CONNECT SIDEWI.L• E U9N CINQUEFOIL 1 1--������,. '.' 7�t!�I TO EXISTING THERE ARE (4)BUILDING TYPES AND (4) cEANOT�us u-I ' ` ��} V DEVELOPMENT MASTER PLANS FOR REVIEW BY THE CITY TREES oRTSHRUes GRASSES M OPEN AREAS WITHOUT I' : ! �i} j! ji I]'t�.� f;� r I A <rt:24.,rr ''`" f �J.,, ,(,,J L 1--- PEREr+IAL: 1.91- 1l 0' '-4"1.00' v 11,00' / /" 1- Z • -DAYL ILY PROVIDE (1)4" ABS STORM jt' m EL- _ / • O (,�- SEWER TO STREET MAIN (EACH 2950'CO UNIT) CO( Art.. .06' 11.00' s��. u.' 4.14'Ar�, / L = 2_ I PROVIDE (I)4" PVC SANITARY y "„ 3000' SEWER TO STREET MAIN(EACH Cn pita „ . ` I'Ia}. I,. 'mil (� UNIT) JJØL I `�# .I I, �1 �, _./� PROVIDE lll I” PvC WATER LINE EL. _ � � I I !,I' ,;-' Cn �;"- t0 METER AT CURS 3000 � �r�'�r .EACH UNIT) IO �°• _ �= Fr- S.W. 92nd AVE o A LOT 4' 6 " :0 , o':�- '�" CONNECT _ I I SIDEWALKS TO IICEDAR8ROOK FARM'. 1I .0 _ s.:_-4 /I'( HALL BLVD. ° `9 O / FIRE TRUCK BUILDING •5 ,; ,�° I-, �" O /}) ACCESS ONLY w18 ■ LOT 1 L•' •26� LOT � •'•' (.•: -i/I, O, ,,,,,.„ 5' SIDEWALK Iti" J r li- - - - S m2°06'51" W — 0 DEWALK IC) O �� wow 0 a�� `fig �' 1 `e, / _.��� m 1.88' — — . :n �"►' `. iii_ n.�m' m _ - ii ,4, i 0 11 (0/ — — — s S. U. 92nd- - r4�/ NU� 3000' ` /;�j STONE �� Z — @ E� - G -• , m '.4':- .•- - . : : :C� PROJECT 0 0 EROSION CONTROL FENCE ADA RAMP ';�/� h .-1.,"=, ;o 8'x8' GAZEBO W/ 5' 0" SIDEWALK v% i EL. _ r. (1 61.94' Of* ^ ^ 5'-0" SIDE ALK ''1_ ', 3000' k ' : : N. 'F_ O BENGN UNDER � �— I 0 1�..P,2' \l \l - - I •y(_- •ice•FyJ�• �� rl /LOT I ,/ I @ -° I ---- ----- __ <r ;'----:r : :`-.-_ ,_,_., 3000' '► #6 L' _ 18'-0" P _ 1 LOT e P $( e ./ F ;I ;0 : I_� �:r. i `J #12 io ,� I O4 �� �1� :1 r #5 I/ I I` �I LOT B LOT I', @ ` 4 ISIII .nl .I .� "(t / 4-. — —��. �- 11 r #1-1 I/ N ,•, (` LOT II (� �l I Q 1 i`, iJ,► .-'��„ ` - _ `� ' »23 `+ O{ Q - Q• -O ALL SIDEWALK • Cli @ 4 1 LOT .1 -���..� :p w 4;��I 80.49' : I:':':':' ..1 I-I' v • (NON STEET 5111. ) 0 1 #4 m LOT Q -LOT �_� _ O 'a';� - , b BE -m' WI �✓ — flikatit 9_`7) H m *10 m # L'-' : _ro �, �• �� .,..,. ..:..,°.::E�� -ICAO .,..... .: @ I LOT ' Q J C` .'Q �s '�6j: : . . . e I #3 °E LOT 1 r.i. '.?: i� .20; 1 O--•t- TRAGTO LOT - :::11-1-4. I'*21 i 0-.:,:i:44: ::-..1..:-r _ i.4 IILOTIIL, MEI-fn TRACT ��- �F � �; �� #8 #,4 r► i� L°• tfl I.A.. , ,. l��� _ - - � - I,. LOT Q.- - @- LTP_ . • , � o :- DAT/ N 1 LOT 0 LO : A; ; A F• LOT 1� �S rl S d PLA E#T 1 »i9 i s TuRE W' ° I r ■HIH DECORA"VE - '` ` � - o ;::::::-1{ � 'VINYL FENCE TO RUN BUILDING , J �2°��'- --i�_22.18' , #� - O- } '4 I �. O O ALONG TRACT "A" I' v - - - - r FROM PROPERTY LINE *1 BUILDING 458.8-1' - '~ "�'"" 39 .,.7y: ..*''a-.=.=:w, _ - •O' l THE PERMIT APPLICATION L" _ EL• C '4EGT SID�ALKS T. OF 15 _ 31.00'•- .•31.00'••••••••••- IS FOR BUILDING *4 ONLY •--•--- — EXISTING DEVELOPMENT ca 5'-II " 5'-0"TSIDEWALK = 182. 8 `. Eir ,.-,-SITE PLAN DECIDUOUS SCREEN TREE: EG. : �O�O�ai• vAVJ ,;OrTOyQ! -6,10,0. 61011-vol.„ � �,',a -KATSURA TREE 30.00' V I 22 1.00"11 0 1, '-. :,, 1 J � 28 gl:. D• BUILDING 06 r:: 2 APR SCALE: 1"=30' I DECIDUOUS ORNAMENTAL TREE:(STREET TREES) J MONTAGE ROWHOMES • \ :E STEIaNp LOT •g LOT "3 ' LOT "32 LO I Y C • O�� . TIGARD, OREGON N0- ��_;;� Q al. W T I �p r�r�,•a DECIDUOUS/EVERGREEN ORNAMENTAL SHRUBS: ,�.' Ql Q ��•I I /I 1 ..� e .- r_ F'S.A/ _OREGON GRAPE• THE CIVIL ENGINEERING HAS BEEN COMPLETED P CURRANT -`t _`,I`% `' 1�9 I.,r'. iY�• -SERVIGEBERRY EL. _ �.. .-� , AND APPROVED ON THIS PROJECT AND THE sNOUeEratY ' �„-, I \ i\'-' + UTILITIES AND PAVEMENT ARE IN PLACE -GULP GREEN RAPHIOLEPSIS 30.00' `w�•iwl� I q1 CONNECT SID= • •. Buses CINQUEFOIL �: '--14-110-��• TO EXISTING ��a THERE ARE (4)BUILDING TYPES AND (4) -ceANOtNQ Ill . � 3: I . I! : V I DEVELOPMENT MASTER PLANS FOR REVIEW BY THE CITY ••••••, ORNAMENTAL GRASSES IN OPEN AREAS WITHOUT ; 1 (I11I ;lit' q 1 TREES OR SHRUBS �.' � — ��\��: i. j! �ia��l I. •• .�'•r j 1.91' u .',44, 'I;Via• L i. i,,, PERENNIAL: __. 61 Il a0' 1P10' U 11.00' .. I / / r O =`, DAYLILY PROVIDE (I)4" AE05 STORM tI) m EL. _ �, \•- - SEWER TO STREET MAIN (EACH CO .I- 2950' UNIT) E (U 4" PVC SANITARY co t%�i..a-06' .4.11.00'�_'��,` '!9' 4.14'_ .„ / 30.00' • 1 r f) / SEWER TO STREET MAIN (EACH (n '�I '��a1. ) �a.l II I�1: t �1 I . v J UNIT) W11f I gt' ' LL' 7B mo-Q / PROVIDE (1)I" PVC WATER LINE EL. _ .�_� ����i� I � 15 Cn TO METER At CURB 3000' 0 pp— 1�r�— � I (EACH UNIT) v0. -' O � r A/ LOT 4 4'-6 " _0, , o :�: I� S.W. 92nd A EI 0 +� CONNECT Il +� SIDEWALKS TO IICED,4RB�2OOK FARM" �O`e'` -� HALL BLVD. • III dj n/ O / FIRE TRUCK BUILDING 05 N ,I�O: �` O O /y� ACCESS ONLY •. °28 o (�� LOT 1 L. "26 LOT Q I/r l� 3000'0 _ ,�_, I '�.' <ti /� 5'-0" SIDEWALK 0 ' �-.I `r7•=_ / / I 3_ L ' ® -�- - _ _ 5 02°06'51" W - -I Ua.v.Oi h �e �e. I = / ,x1.88' - _ , neIr2 : ;- *►gip `l' e„ `�. v l�4* \N4% '4 q 4- ‘,. ---- - • (0/ — _ _e S.W. 92nd AVENUE - 30100' Ii . :T :.: STONE 0 `* — -f 4.•= — c, — _ _ s m2°06'51" W REC 1 5' 11 " 5'-0" SIDEWALK = 82 ---�– — • r ilbD �. �0z03Q1 vwvl _:O�TOYQ� -vwr'�9- 4 3 DECIDUOUS SCREEN TREE. EL. _ ���22 __� , ; d�oyy SITE PLAN ". 4.,, DECIDUOUS 4TREE .-. -TE-0 _,,4100---„, - �� 30.00' ��- BUILDING"6 r.= i 28' 3 " , CITYv, T SCALE: 1"=30' DECIDUOUS ORNAMENTAL TREE:(STREET TREES) i -. BUILDING/ . LOT "3.. . :... Y , 14415 Ai -FLOWERING DOGWOOD : LOT •9 LOT 1'32 LO _1 TRACT MONTAGE ROWHOMES �I `� -EASTERN REDCUD = w TIGARD, OREGON NORTH ,i '.�,• Q.•' 111 w I G I I • 0 DECIDUOUS/EVERGREEN ORNAMENTAL SHRUBS: IC. . • -OREGON GRAPE '...1''al @-.- •- d) -FLOUERING CURRANT . -,-`�: i .. , - . .'�'. _ THE CIVIL ENGINEERING HAS BEEN COMPLETED sERncEeERRY EL. _ , %?� ,>��0 1 I AND APPROVED ON THIS PROJECT AND THE -SNOWBERRY 30.00' �„�, ' `'� CONNECT =we® UTILITIES AND PAVEMENT ARE IN PLACE _ E�I�+IOLEPSIa I _ 1:; 1 �,, TO EXISTIN THERE ARE (4)BUILDING TYPES AND (4) cEtwoTHl W - 1},��• -MASTER PLANS FOR REVIEW SY THE CITY _ ` 1 . II I V I DEVELOPMENT ORNAMENTAL GRASSES M OPEN AREAS WITFIOUT 3 '! 111 , i I TREES OR SHR1B9 ��• I ,:�1\C�:. f, ` '4 LAO; +I:!E /,' vor 1.91- ?,„•-r� + ; ■i L 1 A ..,•..1 I- v PERENNIAL: 1,.a0' 1.00' '\11. 11.00' /CP -DAYLILY PROVIDE (I)4" ABS STORM EL. _ / �� �` O '� ` SEWER TO STREET MAIN(EACH co. _ 29.50' UNIT) 4:04a art .06' � 1,.0m' -1i�t. 41.00 l L. ° ri PROVIDE lU 4" PVC SANITARY ! % I ^ 4.14'�� 30.00' SEWER TO STREET MAIN (EACH cD ����� ` UNIT) � �� I �1�l�l: •1. 0 / PROVIDE (I) I" PVC WATER LINE EL. _ �. �1 �� � I I�I r" � TO METER AT CURS 30.00' —��� 1 ��'i D;;1,,%,, (EACH UNIT) I - 41, O�� L 4, 6 :: I . . 'I.`. S.UJ. 92nd A E GONN G7 L O T 0, , /0 vc' - �J 4/ E II - l• -,- V SIDEWALKS TO CEDARBROCK FARM" ._al ® �- D 1-U �/ HALL BLVD. /° _ n, �. U2 ,I�� . eD I / O / FIRE TRUCK BUILDING "5 ,, �I//° _ . O 0 I2. ACCESS ONLY •, '28 (� , L.• "26 LOT Q.'.'.' Y( : 111� W EL. I; �P I/; 30 00'0 ��- iii .LOT _, ` '8 S rat 5' m" SIDEWALK �I _� a av �-- ay y -.+�', I 9 11-1 n lir 01.88' — �. _ m _e nd AVENUE��N u 30�m' . „/ -14,-, � \ - — � S.W.S.UJ. — — e __ 7___ /° ./. .:..:�r:- STONE O-)� z I- ......... / O E, G �1, m ` <�, SIRCxOJEGT -a N EROSION CONTROL FENCE ADA RAMP 4-. '6 z•(WHERE REQUIRED) 5.-0" SIDEWALK -',', - - - - -- EL. V',; 8'x8' GAZEBO WI i 61.94' G !:- :nom 3000' -, �s .�. ,� 4.,-,-, 5'-m" SIDE ALK v • _ _ ' • : BENCH UNDER 1 / a ,9.02' \I!V . .-3.-. . •� //__ _ --11 8' 0" P.U.E. 0 82BI' `� au'. g '. , • °�•) L. __ - --... "1 /LOT I @ ---- - ---- -,= Y,:rte'' . .`.-:: 3�m•/ #6 ' _� � �� �I - 6.-.,_!-:-/-L. ; t 0 TRACT - LOT Q LOT I �I o ---. T N /�. / �:n ��� g.�! #12 #18 + la_m::l LOT 1111 Y Q� n n LOT II .�_. 1I �' #5 ry 11116. �I LOT ( 4T > .� � �\ a . cws TRACT I �� l• I` �I Q l LOT I' `� "23 1 Q: :C, ALL SIDEUJALK � eI� I LOT = � �� '-__� �� Q << �__:. ,� 1:.".....-I .1 �.O __ _ 1' `� o Ir-�: � • � (NON STEET SIgE . 1 o ► «4 m LOT =LOTS f.l�!� � .`�.� � _,:;;�, >3E 4 m" wl E a I LOT 4 J _,,, Ilimmt111111-‘.! 1 1 1 0 I #3 a *10 LOT I I_ LOT � :2.2:21: < +e-'� ' TR�GTO / In ,1T = ry # it ,n r0�Ci - - r r 15 -i'0- .o TRACT r *2 ` n wiiii LOT r � Lm�cl ��'� �w'1� �� 18. :• I` LOT' �ms .2., d LOT e ; i1 LOT e LO r '�i ' .� Lo� �O ---- 1 ii,4:PE'LLuAir- Dar!=: 4imvrs 1 #1 I- n m *13 � ( 1 w !'� �` SNEET NO: J_ 1335' ° ° = I Il*DI q aDI .g'I ° , ;f a c.;"-� GNIPs 5'-0" HIGH DECORA " :�` -15.49' _ `r `i 3 A O VINYL FENCE TO RUN J v 02°mho' " 21e, O''..:`, I �0-'-�.f v •`4',=.• ALONG TRACT "A" I'-6" BUILDING= - - `C � ^'-�"�39 :''= -.— FROM PROPERTY LINE Si BUILDING 458.8 _ T:•- Jl' *2 THE PERMIT APPLICATION (41 15 N -- _ _ 31.04x'•-_- - _ CONNECT SID ALKS Ti 15 FOR BUILDING *4 ONLY _'3100'•:•":•) EXISTING DEVELOPMENT - - — S m2°o�'S1' W RE r VE D CO r,5'-11 " 5-0" SIDEWALK 152. S' lJ - , - DECiDUOUS SCREEN TREE. EL �O1oEQ•�1 vf_ wv�__01TOYQ! `Vivnv_►9 d�0y'y�, APR'p i--- SITEPLAN KATSURA TREE z2 ;.Om - Ire' ., 2 2013 30 m0'- BUILDING"6 I•-.I 28' 32" CITY• /� SCALE: 1"=30' _. I DECIDUOUS ORNAMENTAL TREE:(STREET TREES) _ /I �l' pp MONTAGE ROWHOMES '; ' -FLOWERING DOGWOOD LOT 9,_ LOT "3 A L01 "32 Lo 1 ��T �nD ��Q'VI 1n TIGARD, OREGON NORTH EASTERN REDBUD _ Al -: . p -' - 1 W TRACT I `SR/N• a DECIDUOUS/EVERGREEN ORNAMENTAL SHRUBS: , z tii -OREGON GRAPE �':'. 0 ' p -FLOLLERING CURRANT .7 -,:1 .��I - 14E CIVIL ENGINEERING HAS BEEN COMPLETED �,i Apr EL. = , • %j•G' __I „ 0 AND APPROVED ON THIS PROJECT AND THE -SNOLBERR� 3m 00' w , • I �' ' • UTILITIES AND PAVEMENT ARE IN PLACE GULF GREEN RAPHiOLEF"sis `��.1 f� , d1 CONNECT SID K ' -cBUcMauEFOiL 111 • I I: ��'1 -1 L. t0 EXISTING tttt ��1t�� �r .rtil THERE ARE (4)BUILDING TYPES AND l4) II • I i�l �,�• V 1 DEVELOPME 7 MASTER PLANS FOR REVIEW BY THE CITY ORNAMENTAL GRASSES M oPEN AREAS WtT OUt ; 1;1�I: i 1' j 7 /, TREES OR SHRUBS �;, ► _ 1).11 lin g .► 1,41 it rIl_I �• 1- ���4 PERENNIAL: '-'9.4W.'1.91 u 1,.400' "r. ,.00' u m' -` I -DAYLILY PROVIDE (1)4" ABS STORM j' Ti. EL. = ,, r O •��•- SEWER TO STREET MAIN (EACH 'j 2950' \CO/ PROVIDE (I)4" PVC SANITARY �i%t !Ø!__fqf!Øv1 06' 1100' y�� O40 414'- � / L. _ \\ft, SEWER TO STREET MAIN (EACH cn I . 1 UNI ". vl 4 / PROVIDE (1) R LINE EL. _ CC.:_TO METER AT CURB 3000' 1 �i •16 (EACH UNIT) IO Øo : .o• _ O �Y 4'_6 " I I . '���. S.IIJ. g2+�d AVENUE O LOTS o, , .. CONNECT i I-' \ SIDEWALKS TO CEDAR8R000 FARM"" �� �o'g•' �/ HALL BLVD. 44111 rn II��1 -d?: ip c.\--_1/ FIRE TRUCK BUILDING M5 n ,I�o O /Y) ACCESS ONLY •, "28 (�� O I.• LOT 1 L. "26 LOT �•:•'•• vrr:: �i/I, l� EL. • = 3000'lib ... 5'-0" SIDEWALK ,6,__•�.�� -��Lam_ :1$ ® #= % /I/` LJ l I _I. -,,.//-----..„ — — — S 02°06'51" � yov1em0 t fi 0. -. ",""r-' �0. / -',0 _ `t-t n, / m_ m l_$' ' 1�: ;;:t "- T E . `',/ ' '- — ': 30.00' �4�i�n/:' j'` r STONE Z o `_ ' ' _ : :ii PROJECT I- / 9 — E- - -i9 „-P r'\ SIGN Z --a a N EROSION CONTROL FENCE ADA RAMP '„∎� `� (WHERE REQUIRED) - 5' 0” SIDEWALK `vi -- EL. = �`rs • • ,ovO 8'xS' GAZEBO U1/ (� 0 '-'.3'-'-' ;r" '7:11r-may 000' ice' ' 61.94' :� ^ ^ 5'-0" SIDE ALK : : .- BENCH UNDER /_ 1 / a ,9.02' ., .-F . // --- _-- - 8' 0" PUP. 0 82 81' �� .• 9. ': .: !• ...1 rO4I L. r1' LOT i `1I I o _ "I ———— —T—_ ___ 1 ::.:,:r`-i . .:_.:•�•' ' ,; 3000' '► // #� L' _ 18'=0" Q ,8_m �I LOT Q ° LOT 1 �I o _ a f - - - .- TRACT I_ I :°� I �.o �1 g. N'� n �� ` #12 N #1S IWAD"r 18' m I LOT I y HEN Wi �' LOT I � : 4 1 :�I IaI� .O 3 O e 1, I *5 I' II I- �� LOT Q "'e LOT I` I: - �;� �►\ o cws TRACT I• `� `J `� ' ` #11 r 4 #1� �� - ,n : I� LOT 411 a :Q, BOUNDRY — 1 - - Q I• `' L' ALL SIDEUTALK r.______ -�.�:.! Ul 1 80.49' J ( . r . LOT :4)4' �. .� p C� 1 :�'� o I (NON STEET SICIE) ,90 q 1 #4 LOT L ;i :.:...;•i;,`• _ � �N,� � BE 4'-0" WIDE CI _N I +- m #lm e LOT S'? 0 16.1 r, ..� '�1 *-.61; -ICAL) 0 I LOT '- Q ` J ��` s�i.5 ' :.Q ra- OT " '. Q Q ' I #3 0 I LoT 1_ LOT `; .�' 2 l - Tr�ACTo @ Y• 0, 4; I1E ' Lon OT ;� LOT r0 I 1 OT r` '1 �' LOT ':�r ____ f eQ7 :OI•, __„ _ - - /I- -.--MI .2_1 q I 7 ', TRACT r "2 n ��` .1 LOT j7 I•m o - s Pg HAI' 1 , _ ',.wII s/ -J II c0 0:�1` LOT/I ,Ja'. •QI ILOT r` 1 Q 0I I 1 1 .= 1 ` ;, # II NE ��:.'.;`-F-. -: • PLAY[ O 4 DATE: 4/01/13 / `" I , '1 ,'i!! 0 LOT TUBE UJ n LOT 0 LO 1� EET NOIGH DECORA VE VINYL FENCE TO RUN X549' �. �2°� o ALONG TRACT "A" 1'-6" BUILDING -�-=�-02218' •- _._�.�- I-- O� _i v r'�' O FROM PROPERTY LINE *1 BUILDING 458.81' J -- "�'�' 3.=..Z� V " ",:v=s.:.v;44.- - .•.•.•.•.•. .•0 TI-4E PERMIT APPLICATION . ' •'•' ' ' ' ' ' ' ' ' �. _ , !� \,., of 15 _ •3I P• • 31 CONNECT SID ALKS T. IS FO BUILDING *4 ONLY \ — -- EXISTING DEVELOPMENT 5'-II 5— SIDEWALK _`]J 182. 8' n - • i �oaoae• �..o� .o�oYe� -a��..��9. J VED In c.,..,. DECIDUOUS SCREEN TREE: EL-5.'-.14" L. _ DWI ZZ 91���'.-�� 1 iv -1 �Li. ��0�\• i SITE PLAN a -KATSURA TREE 3000' 1,00' __ R 1 28' 3 ��•e BUILDING"6 r•_I �� 2013 SCALE: 1"=30' i DECIDUOUS ORNAMENTAL TREE:(STREET TREES) CI MONTAGE ROWHOMES , _FLOWERING RIpor p oD : LOT 9_ LOT "3 ' LOT *32 Lo W I Q T = Al : , G '�l ARC TIGARD, OREGON NORTH `�'•' w ,I 'S�N . DECIDUOUS/EVERGREEN ORNAMENTAL SHRUBS: yam N Z p -OREGON GRAPE 11 0i THE CIVIL ENGINEERING HAS BEEN COMPLETED •FERVIRMG CURRANT %, 'AND APPROVED ON TH15 PROJECT AND THE -SSNNOWEE 30.00' �� 'i/q'-' • UTILITIES AND PAVEMENT ARE IN PLACE GULF GREEN RAPHIOLEPSIS `��� 1 1._ 41 CONNECT SIDEW � S BusHCNauEFOIL 1 Ill 1�• w TO EXISTING +��,�-CEANOTNUS II t ` I— `� I DEVELOPMENt THERE ARE (4)BUILDING TYPES AND (4) I I I \I MASTER PLANS FOR REVIEW BY THE CITY °R T GRASSES nN O EN AREAS w1Tl IOUT Ili f i , • i I .'-°X1.91' v �:���. ,• - �, r A PERENNIAL: Il.�iO' 1.00' u 11.00' °,.... // ��` ,�\.. t_-,. ; ■`. DAYLILY PROVIDE (1)4" A55 STORM In m L. = j�IJ /�•- SEWER TO STREET MAIN (EACH CO d' 2950' E / UNIT) wi .*tNC.. 06' 11.00' �.A. �.1 o' _ / 30.00' 1 _ V J PROVIDE (I)4" PVC SANITARY , �. .:, ,„ 4-14'�rN• UNIWER TO STREET MAIN (EACH cn W� 11'�I 'li i, �I!SI�) 1 �1•.:. '1- I t 4 / PROVIDE (ll I" PVC WATER LINE EL. _ � � �l l �,I" ,t 1 , TO METER Al CURB 30.00' O —��� 1�r--• .15. E (EACH UNIT) I O jT I 4'-6 " I , ,I S.W. 92nd AVENUE GT LOT 0i. , /o .Q '. v coNNE II I f--- SIDEWALKS TO CEDARBROOK PARINIII CV/ 4IØr HALL � I FIE TRUCK BUILING"5 cl •' \ACCESS ONLY •• "28 n/30 EL _ LOT Z L� "26 LOT `.�� • • - • • • iv O v ' 1` ♦ 5'-0" SIDEWALK ..__'U ��� :1 c�=�i/�, / i l L-1_ — _ _ s m2°06'51" uJ _ li. � 'a a a�a.�a��NO m -, "e. _ �tt -4' / e _ :! s_ _ : E: ::--;:NE m- _ _ S.W. 2nd 1iiif_$ 30 0'_ �4 �_ N a --l.`7.-:-.-:-.*:-..-...-( PROJECT 0 I-- E G i/', m co „,.// e EROSION CONTROL FENCE ADA RAMP '„►� '� SIGN Z ------------- --- (WHERE REQUIRED) = 5'-0" SIDEWALK -, 8'x8' GAZEBO w/ t, �.t� � ' EL. _ -`i HMO �J 61.94' (Al 5'-0" SIDE ALK I, 3000' t .�....:.: f' r BENCH UNDER io.� /——��_ / 0 1902' 1v I .•yj-ir_•1ir_• / — i—— 8' 0" PUE. @ 8281' 7. `� !lr' 9 ".�9 '.' �. 0 9 L. 0i' /LOT I ,� a - -7---- ,-.Y.7:r - ---- 3000' �` / *6 -� � 18 �� LOT @ -II-- - 6':31-'':-*-'- ._........•-•;•7:.1....' =;: 0 TR,4CT L' �� Q LOT �I O ��.... I ��� #18 .n O Q to _ ) o w 0-I. A Lyz, � cRACQ 11 ` BDRY L. — —��: 11 _r # I' LOT Q l• J •23 Q . 0 ALL SIDEWALK - 1 • W iIii : , L'.'.'.' l. Cri 1 .Ij �' v d J va LOT 1 1 T/ / ' ' m *21 ''.-61' • 2 _ ry �l LOT - LOT IL- r- J �m�<< TRACT 1 Alm,_a) T ` _�.R.ifilip is �. �J �. I/ - ! •2 6 I Q �� 1111 el f I � ' ��Q SLOT r` 0 Q LOT 0 LO 1121 i `:• O�� o .-� •'l g PLA n #I Q n -1 r � II L CM0�� SHAET /01/13 I I ° n #� ap #1 a, r,� I L D l w lOi "19 I rp��,�; TURF w L 1835' 13- = I r Q 1 -0ILDI .'I f e- = CHIPS 4--5'-0" HIGH DEGORA VE " J X5.49' `r #3 I 7+ Q -•' '•VINYL FENCE TO RUN BUILDING o "` °m6 a O� _ *4 I_ e :+ I , ` AO 02 '• ALONG TRACT "A" I'-6" 2.18' _ , 0-, - i FROM PROPERTY LINE *1 BUILDING 458.81' :': '- IV. p: *2 THE PERMIT APPLICATION L. _ '- ' • ' • - - - •-�•••EL. _ - �� \ °F 15 J R BUILDING #4 ONLY 310''•"•'•'•'•'•'•'•'•' ''3100'•'•"• •'• •' CONNECT 51D ALKS T. 15 FO �'• "•�- EXISTING DEVELOPMENT 1- �% _ � S 020.01" W f 5'-il " 5'-0" SIDEWALK -_`�J .61815. --�- - ■ 1 E1VED"SITE PLAN r DECIDUOUS SCREEN TE: EL. • 1 �-1 \ ^ AvY i N litli' ',`�, KATSURA•TREE EL. 1.00 11.0-5 —�, `�-g .0 i ► 28:•31:' AP' ( 2 2013 - BUILDING �6 r:: �� Y 7•SCALE: 1"-30' I DECIDUOUS ORNAMENTAL TREE:(STREET TREES) '• -FLOWERING DOGWOOD LOT ( LOT "3� •T '31 LOT '32 LO u p��I�I' - MONTAGE ROWHOMES _EASTERN REDBUD = ul I Q TRA`����•� 'G aV1s�� TIGARD, OREGON NORTH `�' ,i wy w �G. 0 DECIDUOUS/EVERGREEN ORJAhE1•ITAL 5FIRUBS: ' \ ..:;14 Z OREGON GRAPE � ••� 0 ' .�f M -THE CIVIL ENGINEERING WAS BEEN COMPLETED -SERVICING CURRANT T ,�`, s, AND APPROVED ON THIS PROJECT AND THE -5NNOOU.ERRRY� 30.00' �/� �i'`-' CONlJECT • , " ' UTILITIES AND PAVLRIENT ARE M PLACE _ C R OLEPSIS t r� • w t 1 311 f. THERE ARE (4)BUILDING TYPES AND (4) ! t0 EXISTI • MASTER PLANS FOR REVIEW B7 THE CITY ORNAMENTAL GRASSES IN OPEN AREAS WITWOUT W • '� i , ' EM'S 11 t: � r• I DEVEL�- i TREES OR SHRUBS UJ,,� '''� — !)C) i 'p)\`!I i� i` /. ...,• `l -� JSA 1.91' - 'w q :: 1, Pr 4 PERENNIAL: al 0? no!' 1.00' " 1-1.00' / �!/,1 z :1` -DAYLILY PROVIDE (I)4" ABS STORM m EL. O '�\- SEWER TO STREET MAIN (EACH fO '� 29.50' E / UNIT) �.l� art IN?' , 110' / L. - ,n Will rl 40 I V J PROVIDE (U 4" PVC SANITARY , ii , l 1.1,.•si� ` •14�•�'i• 30.00' SEWER TO STREET MAIN(EACH tD illi ii ite• 1, LIM i 'p * I 1 I /'� UNIT) '' . I l N7,,• • `�% �f 1 J11 9 PROVIDE (I)1" PVC WATER LINE EL. • �I � � �', ,1 • (l) ';1 �. z �I TO METER AT CURB 3000' O 1� (EACH UNIT) O, O O 4'-6 " ( S.W. 92nd AVENUE LOT 0 . _ CFCo I I-S CEDARBOOK FARM"H BLVD- O ,�I�o '� (�� O�/ FIRE TRUCK BUILDING ' 4) \I�0• : 1 ° LJ' £0 ACCESS ONLY 4•. •28 `fl / ry ^V r LOT 41 L. *26 LOT .� I r •••••••• ,-.' _- _ 4- •®•' 5'-0" SIDEWALK 30.00'i -- �' ' • .-\ e - - S 02 01" W O O� O 6►O v.v a de '- '0 _/ — - 01.88' - - - .. ¢� .gym• .five 'P4 '� 0.• c,s.• ^ �� 0 c (0/ — — _a S. 2nd AVENUE 30-00' •a�..v.,!: . ��r. �,� \ ` EROSION CONTROL FE O E G ' � ` %• STONE ° c0 0 I- / --- (WHERE REQUIRED) ; -— - -.�/ :O PROJECT• ADA RAM SIGN E f-I WALK ,.11 % 0 19.02' 5'-0" SI•EW• � 3000' ��!; BENCH UNDER �� .? - 8' 0" P u ` F:.-.:.,.:-...--.-57-_, �_2_'�IIII� , . O r G 931 :• 's• .`:. . '/ L. II. /LOT \� - ---6 __ iiiiiiiiiiii%�Q_Q� �r : .:. . • / * - I \� ������/���/ ri', 3000' / 6 18' Q 1=-0" Lo q DoT ( \/ -- o - �� TRACT ' �t 12 n #18 �' I .," 8' m.. _ it LOT a u 0i "E n LOT I- %f� 4'�-1 ° ��1� 1 � ? I n '111111P' I —- CO �•. 82:8' , y�` � e. O ti, I *5 0 iiI` d� LOT a •LOT °I` C"' r„' ►mil.. A cw5 Trzact• .; N-:---,;, - V ` *Il I el v c «l� •.O LOT.I dJ �; BOUNDY' �� �” .�� O � � 3 ' 0. e( 1gi}!,II �0 .O r v T �4 I - iiL •, • E E A ► U 4w -•_ o / Q O e:e I LOT 14 �;, . OT I Q Q, O' •22 O I *3 e LOT ( O 0 a,T:.O OT ' LOT t, I .�a ---•--.�_._ O• /TR4CT �: X8.35' r �� *g � :LOT O� �,�o e nAu ' -- �,: ,0 ( � . r `' 0 � � LOT Q•. G' ILOT el ' .. 'A:!i!�l ' -I 0:•:••r•-•• oT.• OT W/ a4 DAT1 : 4/01/13 r I * 0 Al LOT B ' O - k ME- LOT PL SHEET NO:•OT .O a Mlg _ TURE W ` i 1 1------- X8.35' - ° ' ry1 I �° *13 UILDI c @ �I "'�rILDI .' a• - •O CHIPS 5•_0•HIGH DEGORA VE _ -. �, "15.49' - - v '�•''• .0 *3 = .O. N ----I O• - * w •, _ O: 4 O VINYL FENCE 70 RUN , �1�' �- _ L--- ALONG TRACT "A" 1'-6" BUILDING J s L 88�• ' ' :~ -,, • �� O, N , o• BUILDING 539' FROM PROPERTY LINE *I L 31.00' EL. J - �� *2 THE PERMIT APPLICATION IS FOR BUILDING *4 ONLY 3100 CONNECT SID T� EXISTING DEVELOPME .