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7190 SW FIR LOOP-2 , , 1 I l I d: t I �iI i ;rJ � � r ,,. • 1 i •, • 1 it �� I +� I�PMY�� vfN,` f t 5 iI ��, Y x, 11 , � ,, ,", ��, ' 7i +Q,�+" y 41(441;00 ,4', A' e 441.1' / ;y lura .., I r. k q A*y f� reIMd� " aN'7N I. SIJ IY 'N It � { � A A' ra i { � � xII I -irk P,�, x 4 0 T nk �I I� y w�4 4 r y�� Fremont Indemnity Co N �. s. �t 2� 4-082-00 , < � ' 0 I -' ' awl;P �`�t��, ,' ,,d� r. c ,. �•� _. ' Southwest Office Campus C - 7190, SW Fir Loop Tigard Washi 1 'ton I ' . B-2 office 'I, _ . V-N _ - . - I ; 254 _ . . 1 1 • Piercj & BarclayX 9-29-81 Lee Robinson Const . Co. _ _ 11125 SW Greenburg Ti . • reviewed 10-06-81 2 ' 2 , 700 no yes yes . no . _ .. . . .. 2. 6 _ - yes 1 ; . - X -- -- -- -- -- 2A-10BC 2 -- -- -- . -- wood susp cote e wood/stl wood gypsum r. __ -- -- __ - _ . 1lfa �.I,rf ,! (.I plan!' nay,' .' '' ' •, %,',(+• coroori111w"villi lire p. (J;' :!�)n : .r-4 i ,!_is and t e: ,Ill-.Ii`,:1.✓ 01 4...;. (- L ., 4 3m:f)I.•'L+_ ,t1i 111,-.e. !,(-:n15 t-,c, .I 1 ;-.- t c r _:+ +r 1:; -p c - ., ,►1t'('k'^ on thr" �nc10�G� Iii :?;{ , �ilr., ,►:I�i� iii:-....:,,+ i E:I' .,✓ '11'iCl rl� .�C�. ;I�iii- rioted �'; C>. ,i,, ,..:int, ("ilU:':t :' CI 1C:. )r'c:;.I': tr'i�." Y 'C: Ifl r, r..•,: itrr:rit fire prot'C1i':; i ' 'I'J"i :o•,' Y..p i.._o'; I r , cJr`rniCL...c1 oiPn is riot i n approval of orni r..,i.i-r: c ' C:+Y'r=`:.i.f ' Ito LI. 7.M: . I z• .� ; it s . .Mill! • or of f+onc: rrloliar►C;r: '.'1"lli oil. «al'1c►!ii:aLJIt': r; ,, ,!li,11'.:, of icr.ai povo"rlr I.t•flt 4 1 . Exit corridors require separation from any other area by one-hour fire p,- resistive construction . Sec . 3304 ( g ) . 2 . Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing . Relights in corridors require wired glass set in fixed ( steel ) framing . See 1979 State Structural Specialty Code , Section 3304 ( h ) . 3 . Fire stops , blocking or framing members pierced for utility runs require packing to equal fire rE.si statice prior to such piercing . Wood frame construct- ion requires firestopping of both vertical and horizontal draft openings at maximum intervals of 10 feet. Sec . 2517 (f) . ! 4. Hardware for all doors required for egress is required to Lie of simple type having no provisions for locking against egress , with obvious method of oper- , ation . Flush bolts other than listed automatic are not acceptable . Sec . 3303 ( see exception) . 1 5. Surface flame spread rates of walls and ceilings , minimum requirement: stairway , - 25 , corridors - 75 , other rooms - 200. Sec . 4203 . 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L. w/ 1 04 t-.^ .51 Pe I I -a ♦ - 3 rl -� s II ._ ___ i -I llI(Jt _ ` __ 1 -_1_--.� 1 FLOOR BEAM CONNECTION • BUILDING 'C' 9 FLOOR BEAM CONNECTION 17,,!..3) FLOOR BEAM CONNECTION 7 FLOOR BEAM CONNECTION F < <° T `---' 3 . r . 6 FLOOR sE r ,�+ y �M I>i EC , IV N • 1 _ r._� I �I /4 • I o - /4. ` 1' 0" 3/♦« • I' G' ` 5�4",I'�„ a„ « •• I ._. _. _km -- ' o . r O 11: I _._ •WINC•tsN 14t 4koleK �F,4 y2 'I r � P 10 # I S" t 111 .. 0I \� 0 o --/ C vRlt'N - . ''�- r ,_fi�� I rte: ^r w� �•�., l_©-�- - �r� - - � ---+ '�� r�,e� 4"� _,�; _1 _- ,g•F_ ( `11 171 ,F;I's_. hi1Vt4 FLA WINWM/ 51:.L f- G,ICe Wv G7L_ _X X I t1i N; -F« G•o�UHN 5E Fes/}INq /„.#51:9:::$4'61::11.1-,„:1:71, U�'�•-----� o _ I - -}�15� Prt-.0.N ,�411r41'• I1'i' W�2' -Wr-I 7PISN �'�t5/TKAf' M1VN r1.10\7 51 t "GCi' „ _ 1 - 3� qd P../t?E4 r N SFJ F l /r o' A. F't•o►T�=i �j <. t1 4S�.o.�. h' (�.G w 1.4. I� r • + () - :Ts t a� e" A \ U } SAN 1 F o,r l tJc'� --� �M�fi ?�4 Z ./KT _UL rg.•. , Z (o A t3 43 �.•� 1/ " I3v WAL-1. 13Q'MWp „ ` Ydk.r.• a!i'i6i.}po W1.4 WWN ' UNV¢� Shl51JN oTf•+ tll E (�' I'' 1" W1 /lr, E�/5 C'l ENT '{ 't A `�INF�F�N ra." La111N 1 I ' �r (SE,,e s++ K %/AU- 5aNEVU/.•5) 0. $\ 4 IF' ©.G• F / ro WJ.4r MI 4 KWH BASE (A? S'IKC t. (j-2:0) Ii I I I F-. - �:><4 FrA I a. I) I -- �trbRGUT I ! /� r �\ 4 �tJ�f3 M • J•,,r �, ,NN A5 ♦►'W14Jt4 "........11!"" j /4� zs1..A9 W/rvr.G wl.�•IrII.♦ wr+'H 1es H N I _ __ .�_ Iglit.. �.. 4 I c,�I¢1, tN o s - 1G D .il" 1 I �- iF - It * -• >< �� _ - _ IN W9 U _j_4_ . __s-r. I 1 -T3 r\ i 1° °5 ‘at4.1%..-i,„9 II i 1 if- II?" • 11 I� �'M,+' -- �I QItaIP INL. ' 11 i 1 u. I' I (- F`a^'..1Nt2"-rlc>N .. 1 6 L4�, V .�IZRt"IN 1A' 'lI. 145,:e../ y` Y_ '�.3 Ia lraflZ. 1 i. x "A LTJwL L L D" o.G 4" a --i. ' 0I �'�'�' EA 4IA`r � o -L, - -> - __� -- _- Q _- __..__ Al.. _ i I ( 4 ! uc. I� 1K4 �s wrt ai9h!" o{ 11_...__ 0 �f- uuL»1E�C `� 4 �'� _ - C °° qf�rE Ls ¢•1"d4. NrtltK !o►L • N - _e: , rn �r.A,+ r �E l�f<*a. SGHE t:rJ1.1: �, - _ ' `_ �q _. 18"r✓c Nwt+y ' LIP-4-1 i 1.. . t_ 114r;l'=f* . .r . N Af :' e - - - 2• "5 CANT -- F ''ILE- 4 R'F--INI•P 1- I ,,, ,r.' •Nt''Tl'+d rtT I' -V,_., 161 NtaA 4 �' 4__:4-`,,� � ?lav >�- - --___--_--_-._._� / • 'i 1,10" l 10"5ct 1 fid' 4,- 6" + � 1 T 1. -,t F•PK �d12•e• �- F�JsINF I I' /�.II WAI.t��l�'Tlhk*� 1!B'ft>�.tr7 W/ 2- rj [-wd? r, r A� TUBE COLUMN BRACING 5) COLUMN FOOTING i/4� INTERIOR WALL FOOTING '' COLUMN FOOTING 2) EXTERIOR WALL FOOTING (I,I ` 'IA ` I °' '.. >i,� - I �'" _./ V; • r.' -, l EXTERIOR WALL FOOTING• JOEI NO.• 1 I• 'i v45 -L, �'I• , ', .a rr- --it. . � ,�f: ,b �_ gM•,tq.' w• �.r�iMrr^ Y ..wa;•. w+. ,, � t t r ,rr 'e 4 y x 7.% ,,_ ,., .. , • -'a Ide' ' Y i .- �, . x .- � � v, t' � `>� c^v i-1r"'• w r 'a ( + ,.�". 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'446M }'. i' ♦ r'ai i •. :: .::). �. �` A' lA+ Y•�v 1 a d 'rt' :+. i 7: v f ter R• -` �71'. 'i^'j r� r r .i 'U�� ' y �...,X il. ! � `� ';N ,.2 t{.� 1.., ( o rt •;• ti' t 1 �7 1t1 ' `'a5 + AL-YiY�a +'iR,l d.�'•h" R', f ,{ n .1f.: d t).N,. , • i;..,., ; �„ � _-_ _y.... --��•''''��»,•,., ... �. _.e T,-;�w.+.,.. -°'tIL,-i:Mr' • __-- +"' ..«... -.'C."!+' ,•�4d' ' 7A1..1 d - _ .. _ - - .. r All III 111 III III III III III I I III III III P111 III III III III III III I IIII III III I I III III 111 I IIII III III I I I ISI i I`I I I� I III IIII I I I III 111111 ! III III III I �, t ' NOTE: IF THIS MICROFILMED I � • • DRAWING IS LESS CLEAR THAN L • THIS NOTICE, IT IS DUE TO _ ____ X V+ . THE QUALITY OF rHE ORIGINAL g Z Z LZ Z 41Z Z Z Z TZ Z 6� T Vii L T [ E1I lift ' 1 8 B LI 9 9 ► 1C Z 1 ,1 M DRA41NG. 1 I � ti 1 IIIIIlllilllll11111III111111lll11111111�111111111111 I111111IIIlllll111111111111IIIIIIII 1111 "1'll 1 11111111 1II I 1 11 P• . ,IIIIIII I� 11111111 IIIIIIILI IIIIIIIIIII IIIIIIIIIIIIIII►I I Iili I I II ILI I IIIIIjj Iilll I ti�.l� I III I III II I I III I I ►�I II I I IIII II I I Ill Illlllll I I it I I Illlll III I I 11111111111111111111 IIIIIII N 1 990 . • • , • • WOOD FRAMING NOTES GENERAL STRUC7�11RAL NOTES 1) Minimum nailing requirements : Unless otherwise noted, minimum nailing 1) Concrete construction shall be unsupervised• shall be as follows : 2) All concrete shall attain a 28-day strength of fie •- 2 , 000 PSI and mix Joists or rafters to sides of studs 8" or less 3- 16d ( �iHw�N Nv a-vnNN art • shall contain not less than SI sacks of cement per cubic yard of concrete . For each additional 4" in depth of joist 1 - 16d I aflnw,vH �rwAP (set 54:-1- ers) Joists or rafters at all bearings - toenai::s each side 2- 10d is'' P�.rwio- \ 1,4 : 3) Reinforcing steel shall conform to ASTM Specificatior A615- 68 , grade 40 , Studs to bearing - toenails each side 2- IOd _._ _._ �j ,res----- fy - 40, 000 PSI . Lap all continuous bars 30 diameters , minimum. Blocking between joists or rafters i."Tlie. ', ' fr--.z........r....r-e......4.41.....t.14-.)517-._ �� t Welded wire mesh shall be 6 x 6 10/10, and shall conform to ASTM A- 185 . To joist or rafters - toenails each side each end 2-IOd =,_,7 r. _"� _. " •rsg aHe.�c rl�u. Sc►EP Lap joistbearings - toenails . . . . ---y _ nm. E __ r.,t a►Jv of yw�_ 7'0 or rafter each side. . . 2- lOd fibler 4) all continuous reinforcement 30 diameters unless noted otherwise on Cross- bridging between joists or rafters toenails plans . Provide corner bars at. all wall intersections to match normal each and . . . . . 2 - 8d T -� 20 -sae t I i • horizontal reinforcement . Lap corner bars 30 diameters . Lap adjacent Blocking between studs - toenails each end 2 - 10d ',21_7____ _. �fi *G• T i mats of welded wire fabric one full mesh at sides and ends . Double topplates - lower plate to topof stud 2- 20d t, 11 � • Upper plate to :;ower plate - staggered 16d @ 12" o . c . 30-4 i _ •- . _ .� 5) Embedment (cover) of reinforcing steel shall be as follc'ws : Multiple joists - staggered 16d a 12" O. C . '. +s. li rrU4al Multiple joists - stagger for widths more than 4" . . . 16d @ 12" o. c . -._ s[ �:Hayat ! I +� -�� ' Footings and other unformed or formed surfaces 3F^` ^'4 � wuR1scLugrioSP1 `'.1 f r.._ in direct contact with earth 3" All nails shall be common wire nails . a �,.en. ►•+„-_ ( � Sri/' so'' ' i _ _ �' • �' - J u -N > i' Surfaces exposed to weather 1 - 1 /2" SGHFJ.tiJ RcF lENV ; t I �� Qn 1 ASA El�v • • .,.1 Ir. f • 4-- Slabs and walls interface .ar sm._,• "•" ' 3/4" Whenever possible , nails driven perpendicular to the grain shall be r , , , � � b II c am. ricerused, instead of toenails . • • ' a. se-eek • wP,.•.i. .�+11sr, W41.i. /_), K IST'Nr. _ 6) Structural steel , including plates , angles and miscellaneous shapes , , .9J 4_ .. _.. _ /4. __.1...4_ •3!t ��N-I Ic% shall conform to ASTM A- 36 , Fy - 36 KSI . Steel pip- shall conform There shall be a min:mum of 2 nails at all wood contacts and joints " ' to ASTM A- 53- 72A. Bolts used in steel connections shall conform to using 8d nails for 1" thick material , 16d nails for 2" thick material , ' L—1 rxiWtsF-r� F� =�R�• C AT ��N�A'fioN • ASTM A307 unless indicated otherwise . and 40d nails for 3" material . - - • 7) All welding shall be in accordance with AISC and AWS Standards and At continuous contacts provide minimum nails at 12" o . c . with nail SHEAR WALL HOLDOWN DETAILS shall be performed by an AWS Certified Welder . sizes as called for above . } 8) Framing lumber shall be graded and marked in conformance with WCLB 2) At sawn timber joists areas : provide cross -bridging at 8 ' - 0" o . c . standard grading and dressing rules for West Coast Lumber No . Its , maximum spacing and solid blocking at bearing points . Provide double latest edition. Furnish to the following minimum standards : joists each side of openings unless detailed otherwise . • Joists : Douglas Fir No. 1 , paragraph 123-b. 3) Provide 2- 2x8 headers over and double studs ( 3- 2x4) each side of all Minimum basic design stress , fb - 1 , 500 PSI . openings in stud-bearing walls not detailed otherwise . Attach with Beams 8 Stringers : Douglas Fir No. 1 , paragraph 130-h . "Simpso,i Strong-Tie" P. C. post caps or equal . Minimum basic design stress , fb e 1 , 350 PSI . , Posts 8 Timbers : Douglas Fir No. 1 , paragraph 131 -b . 4) All bearing and exterior stud walls shall be 2x4 @ 16" o . c . unless Minimum basic design stress , fc e 1 , 200 PSI . shown otherwise . • Studs , Plates 8 Miscellaneous Light. Framing : Douglas Fir No . 2 , or • Hem- Fir No . 1 , paragraph 121 -b. Minimum basic design stress 5) Proviu:- continuous solid blocking at mid-heights of all ;tud- bearing fb a 1 , 200 PSI . walls over 8 ' in height . SHEAR WALL SCHEDULE 9) Glued laminated members shall be fabricated in conformance with UBC 6 ) Plywood wall sheathing shall have solid blocking at all edges . Si1FARWALL SHEATHING 8 ED(,F. !NAIL WALL PL TO STRUT CO WALL PL CONN . STRUT TO WALL .PL CONN F:NfI ell. WALL Standard No. 25- 10 and 15- 11 . A certificate of inspection shall be TYPES . NAIL SIZES BLOCK'G SPAC ' G FLR. CONN , // TO JOISTS ' ,.L TO JOISTS TIE. DOWN submitted to the architect for all members . All beams shall be - .^_ - --.'_ ___ ._ _:._�A:r:_'^t'l�"""'r'e7.r�•:,..,.,.`�'"^,=.r' . •>.:Yc:-.a:�ie_'f�-scs.:-:c-__...eV_�..:..-.-.Y.-� ...•...•.__-'�'3:-^.:.__�::._L'�>�_:•'_..z!_..-......-•..._..w::-'.'.+•9_:.n•_Lr;SJR-s.�Y�:1ov.f('....,�...au•ar.e.:s:+i:,w.r►1aa�or•••�- Douglas Fir combination (24f) Fb - 2 ,400 PSI . 71 Plywood nailing : (Use unless greater nailing is detaile0 or specified) �A /8" GWB both Not Req ' d S 6"o. c . 16d @ 6"o. c . 16d 8 6" o . c . i 2- 16d/joist 8 led iSimpsocl ST 22 Strap 1 I 10) Trus- joists shall be furnished and installed in conformance mitt, manufac - For 374" Plywood floor lOd @ 6" o. c . at sheet edg .s - (200 PLF) sides w/6d all frm' g '"¢ x 6"A. B . ; ' 8" o. c . in blocking @ Flr . turer' s specifications . All necessary bridging shall be detailed and lOd @ 12" o . c . at nterrnediate cooler nails @ 36" o . c . Simpson PA 18 holddown • furnished by the manufacturer. Permanent and temporary bridging shall bearing points . a. Ftg . _ - - ^ e ftg . 3- Cx4 post min @ • be installed in conformance with manufacturer ' s specifications also . ! end of 177717 Submit complete shop drawings prior to fabrication to architect and For 1/ 2 5:8" Plywood roof• . • . . . . . 8d @ 6" c. c , at al ' sheet :dorB 5/8 CWinside .dot Req ' d @ 6"o • c . same as "A" ; , ges (200 PLF) w/6 cooler nails all fram ' g Same as "A" Same as "A" • building department for approval . 8d a 12" o. c . at ii termedi cte 6 1" x 4" CSB bearing pairts. outside w/ 11 • - gauge x 1- 3/4" , ' : 1) Plywood roof sheathing shall be Structural II ( 1/2") with panel index „ �� 7/16” head , diamond ( 32/16) and shall conform to APA Exterior C-D Grade and with UBC For l /2 or 5/8" Plywood walls 8d 8 6 o . c . at sheet edges point , galvanized. ; 8d @ 12" o. c . at intermediate _--- _ -_�__-- ----___ -�r� Standard 25- 9. _ ' —� bearing points . O Same as "B" Req ' d @ 4"o . c . 16d @ 4"o.c. ; ' 16d @ 4" o.c . strap w 2- 16d/joist 8 16d @ Simpson MST27 j pflr. 12) Plywood wall sheathing shall be 1/2" Structural II unless shown (350 PLF) all frm' g 1/2"0 x 6"A. B . 6" o. c . in blocking Simpson PA 27 fiolddown otherwise with panel index 24- 0 as specified and shown on architectural @ 24" o .c. @ ftg . min- 3- 2x4 past or structural drawings . All wall sheathing plywood shall conform to 8) Attach timber joists to flush headers and beams with Simpson "U" @ Ftg . ,end of'will. ' APA Exterior C-D Grade and with UBC Standard 25- 9• series metal joist hangers to suit the jt.. �,st size . __., ._-__ _ _-____ �—_ D • Same as "A" Not Req'd @ 4"o. c . 16d @ 6"o.c . 16d @ 6" o . c . ' Same as "A" Sim s©n HD 2 holdown ' I. 13) Plywood floor sheathing shall be 3/4" Structural II with panel :Index 9) Notations 'n drawings relating to framing clips , joist hangers end ( 250 PLF) all frm' g P` 48/24 as specified and shown on architectural or structural drawings , other connecting devices refer to catalog numbers of strong-tie connect- All floor sheathing shall conform to APA Exterior C-D Grade and with tors manufactured by the Simpson Company, San Leandro, California. F 5/8" GWB inside Req ' d @ 4"o . c . 16d @ ?i1"o. c . Simpson A35 FRM Anchor UBC Standard 25-9. Equivalent devices by other manufacturers may be substituted provided ►' 1impsojoist E Simpson HD S holdown (605 PLF) w/6d cooler nails all frm' g @ 8" o. c . `r Sim Son A3S FILti1 anchor •1x6post min i end of wall they have ICBG approval for equal load capacities and are approved by 8 3/8" Struc I ply- 8 p P on blocking �-�- 4) Design criteria : (1976 Edition of the U. B. C. with State of Oregon the Structural Engineer. wood over 1/2" GSB w/ @ 4"o. c . Supplement) 8d nails , outside panel edges , _ 10) Individual members of built-up posts and beams shall each be ,ittacned , � 1�,,o, c . int . Floor L. L. 50 PSF with 16d spikes at 12" o. c. staggered (minimum) . frm'� . '"�. Partition Load 20 PSF - — - - ------ ----- Roof L . L. 25 PSF 11) See architectural drawings for locations of interior non-bearing stud F Same as "E" ' Re 'd 6d cooler Double bottom '�" Earthquake Lone 2 , k - 1 . 33 partitions , for location and size of openings in stud walls and for all q 2- 16d/joist Simpson HD7 holdown (815 PLF) @ 4 o . c . all Ph w/ 5/8 0 16d @ 2" o. c . i.n blocking 4x6 post min @ end of Wind 20 PSF wall finish details . frm' g . x 6"AB @ 18" wail . Allowable Soil Bearing 1 , 500 PSF (Assumed) 8d @ 21/2"o . c . o. c . . , , 12) All cants and crickets shall be placed over basic roof sheathing . @ panel edges , • Note : Partition live load and roof live load not included in calcu- See architectural drawings for details and locations . 12"o. c . int frm' g lating (W) used for determining lateral forces due to seismic • -'''-� --- ---~ --- ___-_,.....--............011.0,61,......................t loading . 13) All wood framing details not shown otherwise shall be constructed to the �' G - " ' minimum standards of the Uniform BuildingCode. �� 1 • (535 PLF) 5/8 GWB 1 side Req ' d 6d ' 4"o . c . 16d :1 3"o. c . ; 16d @ 3'.' o . c . 2- 16d/joist Simpson 1105 holdown 14) All wood stud walls shall have lower wood bearing plate where in contact w/ 6d cooler all frm ' g . 5/8" 0 x 6"AB 16d @ 4" o . c . in I £lr. 8 ft nails ; 3/8"Struc 8d @ 4"o . c . (d 24"o . c . @ blockingK with concrete, attached with 1/2" diameter anchor bolt at 4 ' - 0" O . C . 4x4 post nein - end I plywood other panel edges , ftg . ,. i. of *all . side w/ 8d 12"o . c . int . -- 15) All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 6" o. c. staggered unless shown otherwise . frm' _ .�„�,�,,-- -� _ _ �� H 1.2" Struc I Req ' d 4"o . c . 8 Double bottom rL,.�r•• ` 16) All roof trusses shall be attached at top framing plate with two ( 1020 PLF) plywood both panel edges PL w/ 5/8" 0 i Simpson holdown • Simpson A3SN framing clips at each end (TYP. ) . sides w/ 10d 12"o . c . int . x 6" AB @ 12"oc . HD7 w/ 1 - 1/8 bolt common frm' g . @ ftg . 4x6 post min 17) Drawings indicate general and typical details of construction. Where - @ end ogll . conditions are not specifically indicated but are of similar charac - 11 - Struc I Req 'd 2 rl o. c . panel Same as "H" Simpson ' HD7 holdown ter to details shown , similar details of construction shall be used , (1200 PLF) plywood w/10d ed es 12"oc . • subject to review and approval by the Architect and Structural Engineer. inside 8 int. frm ' g.' w/1s " bolt 8 • 3/8" Struc I SimppsoonnPAA 23 holdown. 18) If any errors or omissions appear in the drawings , specifications , or plywood over 4" o . c . panel 4x8 Host P, end of wall . • other documents , the contractor shall notify the owner or architect in 1" GSB w/8d edges , 12"o . c . writing of such omission or error before proceeding with the work , or outside . int . frm' g . �' • • i '` accept full responsibility for costs to rectify same. K -'- 4,1 16d 4" o.c. 2-16d/,joist y • (35A PLF) Same as "A" Req'd 4" o .c. P 16d @ o.c. ; all frm'g 12' 0 x 6" A.Q. blocking M o.c. in na @ 241' 0.c. at footing i • Simpson H02 holdown ( 1400 PLF) Same as "J" Req'd 215" o.c . Panel Same as "H" • edges, 12" o.c. Same as "J" int, frm'g. .w.,.K• . , . , . : PI !-, roc I 6 ' o.c. oaneT -•�-' - _--._. ..____..__.. __.. (630 PLF) both sides Req'd edges, 12" o.c. Same as "E" Same as "C" „ ' ` w/ lad int. frm'g. .• Simpson I!D2 holdown --- ( 1566 PL.F) ,awe as "M' 'd 2' o.c. panel Same as "H" Simpson A34 frm edges, 12" o.c. anchors r 4" o.c. Same as "J' • int. frm'g. ` I + •,:�. .,......",.......r. _sraw., ., y 1C 1^.: M' .'fM rriwwrm NO.D ,1 • JOB kX P 1111 IIPtill s y J 1' r f � d• : 1 1)1 /n. 6 >4• M I 4 f�ff r 7 1 I AA l VC i : s f i twa „' �" f "...$ • i k i • ,1 •,3 ,'. '� til L ,y t 'S' F ��a .rig • �. i �.'- yy .� 4 � 1 f i �l S li S• >II.. M I 1 . , I' ' Y k r} K .r f I i '1 V +h.• 4 4 yg. t jr i J • u< • '� J �' 17 Ir' l' pA 4 i w Y' Jl t 1 ' t R 4r 1 R r ( � 4 ' :t• r-. fir.. ' ��. 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I� .i1.G: -i M - I r.:44.7 I t 1. i 4: „46.16 , ' N : I AMIWW*111111.111111111.1111111.111111111111 INEWIWW ____ __ •••••••••, 1 , o 1 I I I ) 1 I 1 . , 14. ro _ — #0-'-- , / • N ---......_ 0111111:16CI=...Wrimar,.....1. ==11,414.- 4 T.% 411 to.,...Vet:MIK...'Alfa 17•.4110164,64.=.7.4......,.44.-S ... •-.....2--^ -,,,-,"^-,-...-.., -.--........c.,s,.....i,-- V 1 // N ,...._. .. ."- '' • ""--- —"- - —--- - ----1 S 0 W 0 FIR LOOP ....- _..-----fe, .., ,, ' . , . ._... ____ __. _ -- -- --- ---- llert. coo .„ , ......- .,- ...- -'\ ___,.---- . . _____-_------- --— -- -- N„...,..---...-r....- —--...-_,_-_-_-_-.....-___ N IT' -'- ' N. -------__ - s., 1 7 ' „--<"' \ , - \ \\N ..... LEGEND \ ________ , 1 • i / -----\\ „ . , \ . s ......... a , \\ • 1\\ I 1\ 1 2/ \\ • ------- EXISTING CONTOURS . f I • 1 1 ' , I i ! 1 I I I i 0 I 1 { \ . ,- / / .. , _ FINISH GRADE ' /\ \ , \ 1 I I I r. fi‘l N ). , 1 , c‘i '--- . 1 1 1 , \- % ' L 1 1-.1 ' 1 I /,•\/ \ -'' ' ..0 ,A,,1---• I.., ' //1 ..---.--- i — I11 _LuI . . , . 1 11 IAJ ! , I 1 I _ _. I, ,, . . I , 1 , , _ _ __ __ • ci) ! i .1 , BUILDING t,, , ' FM. FL . a 237. 50 , __ i I 1 !! . 7-- 1 / , 1 _ , ! , , * ,._. • 11 Ci) [ ! I 1 1' / \ 1 ' r vrri ...2?..Agsi ! .. , 4......... .......... _____, ) 7 l' , 47 (NOH IF ............_____________]L__ / I i i ) Li PL A N _ . . / 1 .........,. ___ ..._.... 1 I , , ,..aLl __. ....._ __—__...— _ _____— _ .._.> // / , ......... ____ --- ---"'''' --'' . / (— ------- _.—.-----....._.........___ —.---- ......—........ ... ...______. ........____ ----- r,/ . s.`-,---: .:.---- — ..... ..0..".# '.--sibb --_____ ------, 1 .......____ ____ __ __ ____ .. .. _ _ __ _ - -- - -- —-- - - • • ._ _ _ ... . • • - ____ _ _ _ _ ..____ . S. W. 72nd AVENUE _________ ........___. . . _... ...•••...•4.••••*... MINs-so............16 as...ss.....ss•a-...se& as..........ft -....soomk %so smOs.ss....*sr ......isdk Words iNs..0*.s... . - • - . - .... s.-..s - ........a. ) i I .- - s ... - s..s.n..... •..s.. ......ss- ss ss s .-s. . . s.. - s s.-s-...w...... s ss-s-ss -ssss-ss.... s -- s .ss. • s.s. ..s...--s . •at;ri, Nil DATI RIVISION By Itotti:.• ••.. ‘ . ' ',.:' 4, 7345 41\ •".•-.A ALPHA ENGINEERING INC. D SIGNED JOJ DAT' JULY , 1980 PROJECT SHEET emu') .. pAt 4 , z•-\' ' DRAWN JD J SCALE 1 " 20' SOUTHWEST OFFICE CAMPUS GRADING PLAN • 41 UMW PecuicT NO 80 -763 I, I A 411 use SW, 11111qopis •tvo. CHICK TLA TIGARD , OREGON LOT I , BUILDING "C " 411111NANIL POITIA146$ 01114ON 97221 Ph ( SOS 1 NOP • 1488 APPROVED ---.- OF 2 • _____ _ ______ illimmouinnw 41111117111171:0. . •linolmodi :113/1,1M11111,16,Now., . . . . rtromimessimeolommenimbuirmwasinamaimagrimpimi 1 frifir- 0, . . 4.. •••• ... At, ,,I.aziewasiOpP04100111.16.101.1111.1111111 n ..."- ,., 0/0111100.11"•-- , , . ‘11441ftek,...........4..... .wa A*''''.. N I • I NOTE: IF THIS MICROFILMED Id I 4i I 91_ 10 11 1 • DRAWIW IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. SI gl glIgl giggl 31 31' 31131 31 II9IIIIIII 11 II VII II 11InII 61 91 LI 91 91 1111 el 3 1 I 'ipso . 1111 (11111111 111111111 iffilliiiI1111111191111{111111111111111PIIIIIiiiir1111111111311111111111111111111111;1111111114"11)J111111111ed1111111111111NA11111;11111111ifi 111111111111111111111111111111111111111111111ffilifiliffli 11111111111111111111111111111111111111111111111' X 1 • • V a . JUNE 21 t. f..oi. )... ..1..,..........9 9 0 • tr. l • ...ir . . . . . , . • , , -,: , , i 4 . i 1 1 1 1 2 . , ) i/ 1 / / / / II _________ • / . ...,,_ . -- -I SW. FIR LOOP . z N N N IIJ ......„... ...,,,. • \ 1 .. . ._„.._.,............s / ... NN.,, Ogy aCI 1.-.10 IR/e.° IN Co. fi'd0 ( - I. , • ______\_....-------(< \ ,, .. . .... . r-1.r <0. W' • .179 \ \ M . P.1/0", ago 1 1 LEGEND _____— \ ; . , 1 —F-T I \ \ \ \ \ ( :) I I 1 '\ ! 1 1 I I \ \ . i 1 , PROPERTY LINES - LOT I I I 1 \ \ ..,_ Q., ........ NEW SANITARY SEWER \ \ isAts.4.4.v rt2d Near- drivewt, . \ 7 •, c.. \ f- 643 . maw IIIIINIMI IIIIIMINO MIMI 1111111=11 NI NEW STORM SYSTEM 5611940/ktOA- . \ \ • !I ' \ \ - — 1 . . I - \ , \ \ NEW WATERLINE I I I \ , , • 1 \ . I , \ ...---"\-------- 1 ,, 1 I , ,1 , 1 I y , \ _ . -.- ?.--;11 ...It-Z(711.r -11;;LF-PGrisirAl . ! A •_ L_, r-16..- -- --0. CVL-J crk-xjirir 14.1 7_ . •--- --... 1 . e015.v r-,1 - 334 10 3 I 1.... . . . _ • I Lu 1- ct il ! 01 4 0 II II I 1 - - - r-,1 . of0,. u 1 • z.b. 4 c... I BUILDING (... I F! - ; •.1!), I 470 • i CC 11 ! I , I %Nib 1 ! I I I i . _ ...I ke I] lk — - - il NORTH . I til r CO I t) 1 C i e_ \ \ • i • 1;) c;rt, _.---/1 11 I li I 111 1 L ,, 1 , I 1 i , 11; 1-- 4 1 ,_-•-oh ‘ . .\070 \ , -- ‘ .%s••••..(-)..--.—.--- . r,e.&IQ 9.--req---0-1 PLAN 1 ; ! 1 eAle-7-1 .4t..1 .."7.4P_L-ter- , 1 g." -i!.I Jett-, e3YS-re r•-I , • , ! I •-.4,7 Fa.0•-•.,./i c NE \.. .. -i \ / 1 r - 9-'50 G0,19 I " i 20 , ‘ _F:711 G:17_*E./1k P411-,6"PN'i _rmr.r.24.41kh-,_-_.-1 I . _______ ______ ____________ ._1 . _ . _._ / I I / / - • - •-- -0- - - —..._____ gl!.. .. lei .• -1__ - - . -• • ...- .:____ IV- i.-4A:ree.p. L...1Qr- I 1- i __ . _...... 7-3 -- --- ---- -- ------- - - --- - - -- -• . .. .. ... ... - - • ' . ._ _ . I . S. W. 72nd AVENUE . .. _ . _ — - - _- - -- . _ 1 No DATE , ct'. ..). , REVISION BY . . , 4,‘"I• •;6.'. . .• 734S ' . DESIGNED JDJ DATE JULY , 1980 PROJECT SHEET •• ALPHA ENGINEERING INC. ' DRAWN JO J SCALE / " e 20' SOUTHWEST OFFICE CAMPUS UTILITY PLAN 3 0., -(... N3 fi) 1730 SW. SKYLINE BLVD. ").• fr s' ' 2 / \ . I 4 • ' .44\ \ CHICK TLA PROJECT No 80 -763 TIGARO , OREGON LOT I , BUILDING "C " li4------- PORTLAND, OREGON 97221 S L'. ; • . 1 / 11HIILIIIIIII1111 1 1 ' • Ph ( 503 ) 297 - 1438 APPROVED OF 2 • ........., ------ - ....0,-.......... C,. -- .1,1.1,0 . f••Pill ft• ANIIMMingwilnlmump .- r4ifiMaat -..tie • . , , . . ... ..oftaiilebb4.11111111164~rimPionor........ . , ' 44 a"011.141*'' wilmillnalls.M1112111.111.011111111111111111" 110110,00101%Riaglialligraw 4111110111111111110.111011MONa_i_ _._,.._; ..=x,,001,„„ .... N---- , -.. --; .. , ' 111111111 ' 1111111I1111111111111111111111111111111111111111111111111111IIIIIIHIIJIIIIIHIIIIIII111111 i 11111 'r . Iliiiilliii111 / 112111111111 / 111141111111kil IlL11111.41_ 11111q;1.1.1 ,1,4 1 .., • NOTE: IF THIS MICROFILMED i t_ , 1 u 1;:'4 - DRAWING IS LESS CLEAR THAN • THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL C Z Z LZ Z 2Z OZ Z . Z IT, Z 611 811 . Lii. T I .,. c I 1 I'l I I DRAW I NG. --1/:1 19- I-14-i t C Z 1 ), Igo 1,:., rill Atiit J UNE 4.i,, .: ) i, 990 ..... , . . . , , . „. • , , .. , . . . • Iliggommg • p LANDSCAPE SPECIFICATIONS PLANT MATERIAL LISTING • • •' • • • • • • * * • • • • • • • • • • • • • • • • e * • t ♦ * o r► • 4 • BOTANICAL NAME QUANTITY SIZE CONDITION REMARKS COt• 10N NAME - 1 General; Remove stones, sticks, mortar, concrete, rubbish, debris, and any _ X53. 43 material harmful to plant. life. Acer circinatumf TREES Gr des and T sail: All topsoil required for planting areas will be pEevided 22 6-8' B&B 3 Stem Min. • I _j n-p ace by a snare] Contractor. the final Grade will be establ l+ed by Vine Maple the General Contractor. Acer rubrum 4 1�,-1;" Cal . B&B t- { I I Use of Nerbieisiess Red Maple _ _ __ Applications of herbicides to all planting areas should be • Cornus florida 3 6-7' B&B done pr or o p anting - according to manufacturer's recommendations, for weed - _ control. ( I Flowering Dogwood Fertilizers: Pinus thunbergii 4 6-8' B&B •• General approved brands meetingrequirements of Japanese Black Pine appro qu. applicable state fer- tilizer laws. Uniform in composition, dry and free flowing. Deliver Pseudotsuya mer,ziesii 2H -8' B&E3 to the site in original unoponed containers, each bearing manufacturer's Douglas Fir 1 guaranteed analysis. SHRUBS b. Transplanter - Commercial Mix 'A' - inorganic 4-2-2. -}- C. Ammonium Nitrate 33.5-0-0. Azalea 'Exbury' 19 18-24" B&B __-_, d. Super Phosphate 0-18-0. C. Nitroform 38-0-0. Azalea varieties f• Iron Sulphate 21% iron. Flame Creeper 11 1 Gal . Can •-t- g. Planting Tablets - "Agriform" 1C and 21 gram tablets, 20-10-0, as White Gumpo 12 1 Gal . Can + manufactured by Agriform International Chemicals, Inc. , Newark, Califar- ci-P' Chaenomales ' Texas Scarlet ' 18 18-24" B&B \/ lry N .l �I -1-" ( E•)`.1 /114 -1-1Z65 -ro nia. Texas Scarlet Flowering Quince 4- manufactured f-'I) I.�! L.�tJL`� GA(VII /'�- -C ►-I I'rr-G f i. Textural Soil Amendments: Rotted Sawdust-Douglas Fir and/or Hemlock with no• Mahonia aquifolium 'Compacta 36 1 Gal Can + particles exceedingapp Compact Oregon Grape " in dimension. Submit for approval . Mulch Materials: Free from noxious weed seed and ell foreignmaterial harm- Mahonia aquifolium 41 15-18" 6&B 1� p k fe, Hemlock Bark - medium grind, minus to 13/4" size; as supplied Oregon Grape by Grimm's Fuel Co. , Lake Oswego, Oregon. 11/2" minimum depth required over all Nandina domestics _( I planting beds. 7 15-18" B&B I'd) • Heavenly Bamboo t _ Tree Gu i and Staking Materials: Refer oto detail on Brewin y n - 9s Raphiolepis indica 'Jack Evans' 12 18-24" B&B Execution: Jack Evans India Hawthorn o 1 ,�� • Initial Soil Preparation: Rototila all planting areas to a minimum depth of ihodadendron varieties I' -{ I 6-8 inches prior to adding soil amendMente. Butterfly 3 21_24„ B&B Unique 5 18-24" BMI I Soil Preparation and Plantin Trees Shrubs and Groundcover: include the fol- ow nq proportions o ma eras evenly mixedo existing soils excavated for ; 1 each plant; per cubic yard: ' 1/3 cyy I��ddnn++lwdust •• 2 3 ltl6Kt>>~4'l�form 'sj ' --- __ non au a e FIy LANT MA RAL LISTING ?/ lb. super p�� ANIC NAME TiTr S CONDITION REMARKS 4 lbs. commercial mix 'A' fertiliser — -- -- -.1-''� '1'1- S.W. FIR LOOP Plan i Tress Shrubs: Plant r a a upright and face to give beat appearance or .� ...-4 ,1\16/ 5 1 ,14;.4K•• p o p ant and structures. ltherie ehallon 40 1 gal I .'KC-3u •� /Afl_piant, jhol.s •l�i Y ! ; �shall be excavated twice the size of the tree, T , I6- ( 4- 4 • ofroundcover root ball or root system. • b Pace 4-inch minimum lightly c Mahonia aqui l folium -t'Lir , 1 !�, �1 :444"41:441.... '�� ' i` _ N1•9h y aspected Iayer of backfill mixture under • r �, ; • ,,gid ,;m. r t system of each shrub, 8-inch minimum under root slates+ of eachOfir�. E :. 4 t N. - t sE�t r Vii. 1' � --!-- r Pslystichum mumu �` Western Sword Fe ate.. • c� ten and remove twi►►e binding end burlap inset around top of each bail. �- ,�, 1 tIL Ps 1 no burlap from under balls. s or1 - -4-,`t_C - 1 c•3r.. rc. t • work. guy trees i diately after % ,� -t i �a ti h FILL PLANTING NOTESSi' • i sy 1 d• C off cleanly ell broken or fra d ots. t 7 'Ld�clL�t�-IN G'UINC 1 J.� •-5� 5 1. Above snateri to e e ._ GI e� I PI ee and compact backfill soil m xitu carefully to a oi> injury to all �' ' ' of axis ng vegetation sca red' by con= ruction. � " � '—� - - 11�1DID� ✓IDJ/�l �Il,Z�►J ts, fill all voids. - -r -t N : 1 , '.' . 1 ' , NE-- ti1..]�' t. n Iantin9 hole is three fount f led' alsce elan in. ablate 1�i- Z• Observe a mini ,- '� _ - ________ __..__- - _ ___-•,�--____ . _y �- • ;�.n� ants. • ,� r Flu es �►ere10 pec is even y spaces. arE un• :Qs,• • p1 •• ,-. . . _ - 4:,-_-'1- ..' s Ni ,� e' ° Q. en hole ib1 n r'1 filled, completely �/ • • 'c ' S UNIUF_ F -+OENCIy'-''' e.1-"ie•-).124.!-t--113K-j)K1 " • ', ' ' 4 ` sl' to so .►' + Verify areas i v••et t o. ra4,iin in field with 'lgn. cape Ars:hi act. •� (1� ' ` 4 ay. Fil ' les t• finish •rade and tapeta for othe work i •r cat d. / ( --- ----------_._� P ide 2" • nesse wirer •a8 n a ea- shrub and tre , P intim! Tab et P` - AMC GF'-- GczN - _. ides Provide for ell trees end shrubs at time at / 1 • pan n• as o o sr : -.-- . y -I-\ - _ . e GAJ M. 1 gal .f c rubs up to 15-inch size, two (2) tablets per pl _ 'I rJE C= '� 10-pram) f 1 ( N1,�[P. .: !i =;UC�LG,�aI12 IP b. 'All shrubs S o 36-inch size, four (4) tablets per plant. r -- � `' _/__..4. I _ . gam All shrubs 36 nchea and larger, three (3) tablets per 1 :. . , vir 4t, • • -► c. 1rAflever9reen p1 (21 r ) • tees, four (4) tablets pet tree. (21-gr -9 : �a'�' - # - ,� - A',avilame . •, if e. Deciduous tre s (21-gram) i -`,c • - + ( �'. •' . up to 1k-inch all er ' 3 tabletsper 1 -- ��. `t '• J 0�/ '�` 4 '!`IC'INA • • ptree. ) t �u ,w ia� r • _ 11k-7-inch call' er, 4 tablets per tree. I 4 -- - 1' _ -? -inch cal ger, 6 tablets per tree. FL� L1Hi? _a. - , J / i �• Plan ' in ' Bed Grades: Grades and slop accordance with r h finish gra e A Iu. 1 y •,,_ - �_ • . .. I►`l171D. i..-�p.1or2t� Re e� ea t y o or plus increase ng from addition o bark mulch i �si�1 C7fVIF TARE Tlst�;., = " yi 3._f�l'`�WP'i�l f•1 -- 11 f-t' �1 i 49 UUP A� It's _ 01 ;:" • On : ting bed ars Crede to ?� inches below bordering p in , curbs i�ilnili�• MAT •�• }�•� • wall tc. before g _ ;► plication of mulch. Mulc i '• of Plantin• t Mulch shrub planting beds with 1 nch layer of --- •arks7 •A ' •_ ..,Tw - �i• L.!%7 fftio •4•,spec• wo (2) days after planting. Cover anti a planting b�sd, AT• - s• oLVM - IC STAIN. '• , J 4 • ,_ %. 1 •ppl nly. ' C '��oCD �I�Q.G-•r U121rON �I�d. �I 1�I�IGI�1,� ■��T N o�.aw N -.Tse-Da J Nt7T �NeT/IAT T ■ALL. 1 G14 a�pppp F r, 1 I�c_N1 c-T L4 f - w/TAE• •YAKS•. OR�iVt7./..- �' I �� IIV +T►pYGuar end Re•ltcements Cuarsc°tae all plant material after final accept ce •TAKE• �' INTo , s'1puND ,�• ar •' re'ion one u p owing season or one year, w u..haver is longer. R _____-- , ,,� 'plsr. . pl nt mater#al not . . ... . P ,�.:_ r, __ Ot iii►: •, •, •, ` �. •1,.xcs3 t only lose or _�_ • •_ Z ) + � d r • a to fretting, v Belies, or acts and neglects on the part of offset iPAcKP LL nom • ;- 7,:',/. /.7. . ..<(\:<,- © - #.� ••` ' . . .. �, �J, '` ) +' PLAAITIIYO TA t1�s rice: Begin maintenance immediately efter�laCh shrub end tree are4 ► ' .. Ll�� lilt /a• t mein MIYTI�t z.. QQ .` A, ' !' - 1 QUI�1G� 3 ons fain plantings for a period of 30 days after acceptant:e.� ter- ', TN ion AOoiP-- / V' ,� i �.; '' r _ ible for the following work items Burin, 30 daymaintenance `��_— • _ 1 1\111YsTt;stui �s..ti 1 ii - r ^,� E w = l ten ce period. �� We weed cultivate, in = = 1 _- O _k a�,..-)tV ,a�aF maintain mulch depthA. �) � I [ 1';'14 es specified, reset plants to pro- c_ /� -�':- -- r �l► ti _ y s • per or upright position and do any other nese rk itassas �� • : lo. T •I Y ��'' ,fir'- ,�j-w._ _-- __{ •4,,,*;• • 2 80.9riftemob -am 4.1.111.1P.41"....12.4.11"1"1"14114Ned _.. + ``........ ' - 1"40 .:t ."N,..', -e• :., imisV' : . _Alt__ _ •• _ g. •� Il %1\\• .�'j„�•.,t rte' �''' 1. [i`'r' 1��"�"-r i/,lw�+i�� •��iil(fl�lll. 1 •�I/ N , / �41 ..# �� .O O exol MaiTOA_ • ' • 3O.00 OP MOOT ■AL.L. I164 :L �iC _ C. L.G..•�, •ri "'- I �u�7 La., 112 I- - . ', Li. _ . - . NI, ►sy•La r---tom 441‘i " g" TREE PLANTINGi a ,. I , „� � ,>.zv.,, ;ate SCALE S.W. 72 AVENUE __--• '�'�"�'. P1.�[11TING NOTES l 1. B8�8 stock may be substituted with container stock of equal grade. �I lrt%kLV'K ��cl� -I'il•.1 iJNl� le/ 2. Container stock may be substituted with B&B stock of equal grade. 4 RED MHF=l.1` �� t: -��k JF%�G'rb:1" IO� 111 - 3. Plant materiel shall conform with American Standard for Nursery Stock, ANSI Z6U.1 , -1-1-1'�y� � �� (-Ty r2' 1 ��'i L.i,, �'LLlt�l�"If`1� • 1973 edition. I V'lNF. M,N ' 1Ig1' �1`' v.L'G�I r'IDr�1p (. �L. T- �' It. 0 L s'. r•4-IL�STi 4. All trees shall be branched. ----- �____. _.�______ __ _ � � 5. Mulch all planting bras with 11/2" min. layer of �" minus, Fir or Hemlock bark mulch. g 1'�,L)G1'�', rum' -- - -- beighley 1 kr�� Se PC 6. In the event of a discrepancy between this material listing and the drawings, the c� drawings shall govern the plant species and quantities required. . V � landscape architects a consulting 7. All plants should be placed in the ground green side up. JOGGING PATH TYP. i ate 12840 n.w. Cornell roadsportland, Oregon 97229♦(503) 643-4796 5 ,„ ,.,. , .., „,..., .,,,,.:',.f..•. A ..4...,11-- .. -, . •.".:. ,. ' • ..:}.. - ' ., '' -,'',.'-'• '... '' . ', ' '' .'. • .:tt' . •.'' " '• "*,, c'..I. 4--`.-.I.;".,,..' '',":' '"..4,‘, -'' !46;,';,V; .::'•••'),' .' " '.1 { � LANDSCAPE DEVELOPMENT ‘ - r-•,,, ,,,,, ,,,„4,-•,. ,,,�p ��'s� j .. , ,, 1 ,,- • • , .!•. �• • r ��• � 1 � s ..�� T,iQ'"' eA` a�•' �'y:h+ � �• };gtp•'�'V''�' ��'�''' :3• � �,.,,.ti�K� v^. • 2ND BUSINESS ;I. • . !� �u = �' A. • • SPARK LOT C -t' t� '..Y- kµ� • µ w '" • f, i r �y4 + /ryW yq 1. . . . 3 µ �} •11:: J ' ' ,_•�, pi a ux t 'q • • r t r i;, r,• ). R / ',ir ? .4 t r. [ • 1111}11 IIIIIII IIIIIII VIII I IIIIIII IIIIP I IIIIIII IIIIIII IIIII� ' VIII I IIIII�I VIII I III�III III I I III�III VIII 111111 I I�IEIIII1.14111141,1./111111 ��IIII1l�J I I I�IIIII III 111 IIIIIII IIII1'1°' , 4 . NOTE: IF THIS MICROFILMED I 1 I �, I I 4 i I I I , TT, �. - - I I I . Ir �b 11 11 RAI1- l.. I ( I I D W NG IS LESS CLEAR THAN � l �—____ .__.._- 1 L - THIS NOTICE, IT IS DUE TO THE DUALITY OF THE ORIGINAL T rff—i flZIi,.7, IZI4Z Z ZIZ 6iDRAWING. illl IIIIIIII1IIIIIIII IIIIIIIIII{ IIIIIIII IIIIIIII IIIIIII iIII IIIIIIII IIII IIII IIII III ,, I l IrlIfl---fi I, IIIIII111111 III11111111IIIIIIIIIIIIIII 11111I1IIIIIIIIIIIIIIIIIIII► ill111 IllilllIl 111111111 111111111it 1iii�iill111 iiilliililiiililj t Iii--1 1 6 r8 L 19 It j �u • J UNE 7,441 'frilly•- 199 9 . ii,,, . . ,. ;, , P t - • A • • 11.. "".7. e>4., I • I • Install piping in same trench when possible. • • '____ ) __ G�Ma`JY C`�'�e3' h�j �n ��M �S l . • Install heads 4" from building wall , walks and curbs. a a MUDDY' 4•Dlo-u S642lc - Q-I� - 6-'5.2 15.2 " • Install heads flush th top of curbs and walks as noted. C) C7 i � // ilei-z7" 5 1 f 5 1 2- 16: ; 41-3,2 1 S•2.5 I • lnstall heads perpen. cul sr to 4I np of finish u 153. 43 � � �uG�N�I2- 4vo fhb, - ''( ,f 12 � -" •• Place two (2) valves ;n sem valve box when possible. _- OUTLINE IRRIGATION SPECIFICATION ---:-.3.f _ ,0 �� }OD 5•�pp, ` '�I t� i-5 15 • Provide manual drain alve ietw( en angle valve and douoly ( 1 r aicn and Plan. The layout of the irrigation system is schematic. Follow as closely as _ - - check valve. + A -rU12� 300- e, 2. 21-24 �/ 1c5 � s prow ca �e• • Landscape Contractor o ver fy dxistiny water pressure 4. � • /--. -F0w.�) J�Oo-D3 _g- 3D „ gp before proceeding w h ins a118tion of irrig Verification of Dirneneions. Before proceeding with the installation of any section or P unit o t e irriga ion system, Contractor shall check and verify the correlation bet - -- - - ground measurements and the drawings. ween Protection of Unfinished Work. Provide protection at all times ample to keep rock, dirt, I + gravel, debris, and all other foreign materials from entering piping, valves, and other irrigation equipment. - ------------.. 2 D. 1.. {�� --1 Environmental Conditions. In freezing weather, do no solvent welding of PVC pipe. In I %L"�IV�I 1/Qi -- i i --`OF-.�"(�t2. • rain y weather, do so vent. welding of PVC pipe oily under cover. v� 1� LD.I�a�� $-- I r • ., . - ; e 1-I>✓GIG V0.1-` e.r a.NtJ thI`{-r . Utilities. Protect active 1c. lAties encountered; notify - -- persons owning same. . 3/4a �L,v Storage. Do not store PVC pipe and fittings in direct sunlight. -1-"' - S -1--�- 4.,:.) 1 /6 U►�1r22 �p.../INo�/ j 6o1;:l 1 + -� Go►1.f120L LA.11 i t Equipment for Operation. Provide the Owner with the following equipment, in addition toE + w��at is shown on he rawings and specified. ___/-J________ :_'LASS 049 F=7\/,G. pl - Two (2) Quick coupling valve keys and two (2) hose swivels.. II--- _ Gu..J r0 Co Q-r1'c',i, \4.;.A'el 1vti'wlt la M41-,6 11024 . Guarantee: Guarantee the irrigation system, or any part thereof, against defective ma- __ -� Go►J�12ol.1.�;.'_ �� ►�JfD • terial and workmanship for one year from the date or acceptance. Correct same without ex- pense to Owner. Repair any settling or backfilled trenches occurring during a one-year Z ��/�� 1`10. period after final acceptance without expense to the Owner. Include complete restoration 1 1 I of all damage planting, paving or other improvements of any kind. i 1 _ 1 1 T Products. a. General. Materials and equipment ahsll be new and of brands and types as �� j L• �A�.� -- }{ 1 . a +mown on Drawings and specified herein, or approved. b. Substitutions. Manufacturer's catalog numbers specified establish standard ' // , i • GoNT2oLVA_L\4 I� 1 2 4 "�-" of quality required, but are not restrictive. Similar products of other \\ 6.p 22 21 3D lv1. - 21 / manufacturers may be substituted, if approved. _ Q Go N��L v.a.,!✓\/6 t z‘ 1 I 1 %2 1 Workmanship. a. Highest qualityin all respects • i (/ �- �g 01 - by competent workmen skilled at they r trade. _� b. i.,atQ3l.ti. cord8nce� (--- I with manufacturers written specifications and recommendations, l0 3 -aria titan's co�em. -- specifications_ _-___ \ / S.W. FIR LOOP ��' I ,1D• 501.1 k�L l=i Excavation end Backfill. _ _ l•�1,6 a. 4 Pipe trenches s fight, or "snaked" alightly allowing for expansions and c ►tract �_ va(�✓�, 34- Q.\!G. 1 - p,G•�/. I t`. • of PVC pipe. - .� / 6. F2.olaY O)C I$ W,' 1.06 k4n1L� L 1 t7 ,/ Allow for cover depths as follows All pipe to be 14 inches minimum, to 1 • hes max- // ax / 1 • 34� • i imam depth. / , 1/3 // I __� c. Backfill any excess excavation with suitable material free of rock, for support to the / /...--- -+- pipe. • • 1 d. pips. --------- •fi; r a t Bottom of trenches shall be smooth and free of sharp rock and other objects that may 1 ��i I j� +. damage pipe. _ - I t-% _ ,� e. Backfill to finish grade, place backfill carefully around and over piping, removing �j 1 t rock or other ma al that maydame• p p layers j 1 t l thick until tho ouq ly compacted pipe' "ret and tamp ea�t{i in not ove� 6" y an• a. tied. 1 i /3 I• nstallation: ;� J I 3/¢ , a. Control Valve an. Vacuum Breaker . ' ovide as shown on plan - provide was and t -- - - Tot ing de a r quired. ;' I 1 Iy2M1 i t -_b._ , sly :-fir etlrg} oc ly and comp et drain I I \-;,-,4 •- all pipe lines. One pez zone min. I I I / 4 C. Pi. - . _ '' cordsn:e with b st.prec ce ubstantiall supported '" y - 1 I •` Y pported a all point \ /y " T w� N/A� Ow Ou1CK and "snaked" slightly allowi psi and contraction. `4/A4, / �\ u.LIaO VALV. 02. PVC pipe joint, solvent welded except s i •icated. Cut pipe square, deburr, IA .,` i�NA 1. I �� /�' �T�+O.1. w1sEw L.IN ri.t • wipe from the surface all- saw chips, st, dirt, moisture, and all foreign - � l" ALL a1,•-aoytA IN TWIN. „./<17. � matter which may contaminate the came Dint. , cement, make jointin � Apply primer and solvent ,_ � / accordance wit anu ecturer s recommendations. �� /1 f 03. Provide a leak resistant joint wit, reedo of movement at all swing and/or (T-- D ‘..._� ''` _________._..----4114e ala 3�¢ � 34 3� swivel joints. \ �•�� w I 1 q q0 04. Use Teflon thread sealant tape - all thre dad joints. ,�•• -_ I r..-.....-41,:_____46.4._id), ,05. G.I . Piping. Cleanout three. of standard len the not 41 = a lengths, more than two threads i , ____ ` 4 •- , I •I 10 showing at joints. , E. , ' PVC ,•TIrtYl iLL - +_ f ! w Flush, end Tertinq_ 111 4 a. Flush main before installing c trol valves Thoroughly flush entire system \i, Illa��/ wvC ELIso �t ; . ' s before t and installation of ■;� �p'� ) 1 sprinkler he d. t I ,� b. Test all ipin , valves, joints, , d fittings a full pressure from the main source U "'� �� w V c wl.Ew4 of supply for not less than, one ho r before insiection prior to backfilling. Mini m 1 6 test pressure shall be 100 P.S.I . �� Pli • / pVC wTwI ELL /��,��. c. Make watertight under test and i diately coir t any and all leaks or defects fou d, i I '/2''Cv�! Br ��^I `J-�� 3/ + and retest. • '+' NOTA ITtPL0111 TOPE A i c� I.r�W1�iZ 5J TQC �LJ� C2 . .3/44"--) 4 �' u n IIII0 T>NMEAD>/O PITT! ' iL�G- GDtJ I2. u i g and Balancing. Adjust • . , . ce irrigetibH' o provide uniform coverag . 4�•. It." �Y T + . �...y Cls up: Keep premises reesonabl free from sccumuls!ian of debris. On comphrtttl►► of 1 O i - + 3/_ . each �islon bT work, remove >1tii .ria equipment O /l S / 3 . qu pment and surplus materials, and leavle the a . r'� . l�"3/s �, 3 �'� / � 4 O premises in • neat and orderly fashion. ADJUSTABLE RIS � D Tq,1L, 1 0 -' iI ?� 1 4 i-- �-' `S-,, �'--1------_- --�-c- �, • •1M. POA QUICK COUPLINQt ALV qt ,- �� + 1,--A-- Pr)I J 3} C - . . . f4 ��►`�`� ;. !,! -- Ir , �r�.,e>r�.rr. r Locicl�,lo J.IQ { rr 11/2'-i, /� �� - �px as s�■ , N V `T -moi ��. ,,,, . - .tip' '/r LOCM LI IND. .Lr• , t ' ARK � 1 LwG ►t�►�1 r•�tv �� Millomminam '• •= �'''' PEC, ISO I�U�i D �'iX I INI� -it-. .e, C� 3� �_. 280.95 - - ,'�1 4 """ ' . ' • , 45 .00 1,/1 •LRC.VAL IS W//SLOW 1‘ V / /P ' \\ , •'; _ ,, & • - L k •"''L Sk\O;, ��. �/•� • ��. 164.89' 5 0.00 • �' • ..s., !"PVC PIPE SLEEVE WIPE .LEEN■ TO VAL S .- -- ` TO LiissausID IN .LACE. ; OF- if .LONG PVC NIPPLE • !I MIN.1 CU. PT. WA.NEQ ,i0 b e r h I e o••; • • '�o CEIIAV L .UNIP 1 / ry reuse PC (7.7(:---- ..-'ir - 1 . t� • - 1 �MANUAL. DRAIN VAL.�►E landscape architects • consulting . . • 4 .,-2: .. 12840 n.w. corned roadeportland, dragon 97229.(503) 643-4796 SCALE 1" = 20' O" .,\,. ..., , . • " p s.: ( ',, A1:. 4v.14.. 1 , :• ' '''' ; � LANDSCAPE DEVELOPMENTorirmirrowarrommoir..u.d .+ ..t ....or:pai4„� ' 1/79 80 L • 2f ` 1yy .$111-114 .. ; I ' 72ND BUS1VESQ CENTER LOT C revised IRRICAT10N PLAN .r . r , SLLEVUS ,VIIIAS1. •.# t . 0130 • MOO • 8111311 i tel -.► ...fir r.r�.� 1111111 111 111 111 111 111 I,I 111 III III I I III III 111 111 111 III III III 111 III 1111141711 111 I 1111 111 111111 I I I I III 111 I� IIII I� I 1111 111 1111111 III III VIII ff' � . ..w'"`'r.... J I I I I I I I I I I I �••I 1 I I I I .........4^-,46,. NOTE: IF THIS MICROFILMED I 1L I 2� 1 . I (� I !� 1--- �� 11 lr DRAWING IS LESS CLEAR THAN - -__-_ THIS NOTICE, IT IS DUE TO THE QUALITY Or THE ORIGINAL ( - - � _t _ 1 DRAWING. £ I �Z 91Z L Z Z 9 Z Z £Z Z I Z Z 6 I i L 1 I 1 Irl £1 �I I [ T 16-7 lit- L 8 14IIIIIIIIIIIIIIIIIIIIIIIIIII I £ Z 1 „ ,• IIII (1111111! flllIlllllllllIllll IIII IIII IIII1IIII IIII IIIIIIII II I I I I ��'{ "�!I I • • III 1 III' I II 111111111111111111 IIII 111 I I IIII Illli�� IIIIIIIIIIII111111111111 I� I IIII�IIIII ,. 111 IIII IIII IIII ►111 IIII fill IIIJIIIIIIII►IIII► lid IIIIIIIIIIIIII 1111 II ILIII I • . . . UN E /q . ,. ' 9 1990 4 I • • t 4t _.„---4 - 4. ot1'M�TIT\,)1 ________....-.1.---.--.........---,..-- I wu. k9W 1•10.4.1014 ---_.. , f it �� _____i_ • L • 1 • I I ' ., orIGF ' 0116:\\ IV* w 0)4 x e, e w Iz-tel,e! ,• 111 • _ _-- - 1 7:It..: 100)( to/it, t nfi.„..sor, . ' 1 0 M(..,, 1 .,702/6 • -* a 0 L 2/b /'. 7 _':\,. - 1 t- r-4 t . , i. , .. ! t..4_ , , . i . , i . 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ON ...._ --a V A I I\ ...____} .r L o o 2 P L A N --_____-_-__ ...._ 5 G/\ L I��fi : ,c, SOU Tr1WL5T orricr.. if PU3 I I APPROVED FOR CONSTRUCTION bU I LCI NG G CITY OF TIGARD or 7i q 0 scc,) T 1GA�� 0hc i t PERMIT NO._3g,,3$ SITE ADDRESS i Loop BYE _ TITLE - DATE/ •?•g/ • ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS AND PLANS SET FORTH 1111lir ON THIS SHEET ARE THE ORIGINAL WORK PRODUCT OF, OWNED BY AND ARE WRITTEN DIMENSIONS ON YHESE DRAWINGS SHALL HAVE PREr•EUENCE Piercy designers S. �. 111 II'' THE PROPERTY OF PIERCY & DAV/CLAY DESIGNERS AND USE OF THIS SAIL OVER SCALED 71MENSlONS; CONTRACTORS SHALL VERIFY. AND BE RE- . WORK PRODUCT IS LIMITED TO A SPECIFIED PROJECT OF THE PURCHASER, a SPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS pN THE JOB AND THIP SIM 1�O AND FOR THE CONSTRUCTION OF ONE BUILDING, ANY USE. REUSE OR OFFICE MUST BE NOTIFIED OF ANY 1 ARIATIONS FROM THE DIMENSIONS DISCLOSURE OF 8A10 PLANS, REPRODUCTIONS, IDEAS, DESIGNS AND/OR AND CONDITIONS SHOWN BY THESE G IAWINGS SHOP DETAILS MUST BE 11 ��' 're ' ARRANGEMENTS, OTHER THAN BY PIERCV 6 BARCLAV DESIGNERS f3 • SUBMITTED TO TFI13 OFFICE FOR APPROVAL BEFORE PROCEEDING WITH f 1 �� STRICTLY PROHIBITED BY LAW WITHOUT THE WRITTEN PERMISSION OF FABRICATION. PIERCV i RARCLAV DESIGNERS. . . . • 5!3 - 121- 11551 IIIIwl • '.:,",,,,,,, i �� 7l FFE G� y i -. Y . y. ,� -. ,.iw'M yAl , .' � o r ... f..�,os ,, 4 4,,,ya'M4i'•;' ' e'! •�:t!rr7#,- 1 1 Vr tia ,�r:.... n d''�seISV:'1''. .r. T^at.' 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U6T1 DNh LO0 ____} 5DUTM\N31 oG CAMPU3 • LJILNCA ' G TI6AVt, , ORrhOKI r . . .• . . . .., • • . , • ALL IDEAS, DESIGNS, ARRANGEMENTS, DRAWINGS AND PLANS SET FORTH ler harem des . gners �'�t !, �, �� "� _ ON THIS SHEET ARE THE ORIGINAL WORK PRODUCT OF, OWNED BY AND ARE WRITTEN DIMENSIONS ON THESE DRAWINGS SA ALL HAVE PRECEDENCE THE PROPERTY OF PIERCY A BARCLAY DESIGNERS AND USE OF THIS SAID OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY, AND ■E RE- =bili 1111 WORK ►RODUCt IS LIMITED TO A SPECIFIED PROJECT OF THE PURCHASER, SPONSIBLE FON ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS aI AND FOR THE CONSTRUCTION OF ONE BUILDING, ANY USE, REUSE OR OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM TILE DIMENSIONS IB 11��1 I Iron �� DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS AND/OR AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS MUST BE PARRANGEMENTS, OTHER THAN BY PIERCY & BARCLAY DESIGNERS IS SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH STRICTLY PROHIBITED BY LAW WITHOUT THE WRITTEN PERMISSION OF FABRICATION. .. PIERCY & BARCLAY DESIGNERS. CY . . km i �'� _ S��- �� I L • 1 r I s ]�!! x iiii) i�—i�--i� iIiii iii{ hili �' '"r,,", .. - .. . .liiiiii iiiiii ii �� i (iii iii III Iii iii iiiQi ii iii i� ` , --(iliIiiii � i NOTE: IF THIS MICROFILMED 1 i (ill iii iii ii15 9- b� 11 DRAWING IS LESS CLEAR THAN ------ - --'-- ------- - 1 • 2 .,.• . THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL S Z Z LZ Z 4Z Z Z Z IL Z 6I SII I LLfilli 6[ £T [jI �Oi 6 g - L 8 9 ► $ Z l r M X . .,.IIDRAWING, iiii �i�iliiiiiiiiluiiiiiiliiiiiiiiliiiiiiiiliiiiiiIiliiiiiiiiliiiiiiiiliiii�iii1liiiilii i 1� ��,, �ilif��i nI II iiiiliiiiliiii iiii.iiii iii iiiiliiii iliiliIu iiIiliIii 111111111 111111111 • , J UNE 7,ci e'r• . i. ` 1 990 •t: • A 1 6 r • •, �1r► • - w • I A* M • Y ' . • I. •1 ft fIkK'iTk9r-4 tli--- 1 ----i il _ '#1 W 14%.1LL.16W1 4 \..... ,, 4 11 \I 1 AI \ 1---f- 1 .. 4 , orr lc E /4__._ I 144* /8 �/b ,1 10 K -121: I (12.11 11.: .. . .t_ 4e 1 ..,... ,.... . 7 ,, 2/to°X ►d° 8_:: ' • ___....4* l, _-�.�T, 0 cN. • SL la t-.11. r_____i_ - .1.3 Et 4 1 ) I i-J-• W i !'''' 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THE PROPERTY OF PIERCY BARCLAY DESIGNERS ANO USE OF THIS SAW OVER SCALED DIMENSIONS: rONTRACTORS SHALL VERIFY, AND BE RE- :uI'i 111 . . WORK PRODUCT IS LIMITED TO A SPECIFIED PROJECT OF TME PURCHASER- SPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS . . ANO FOR THE CONSTRUCTION OF ONE BUILDING, ANY USE, REUSE OR OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS DISCLOSURE OF SAID PLANS, REPRODUCTIONS, IDEAS, DESIGNS AND/OR AND CONDITIONS SHOWN DY THESE DRAWINGS SHOP DETAILS MUST SE Hurl I mil 1/123 ARRANGEMENTS, OTHER THAN •Y PIERCY ! BARCLAY DESIGNERS IS SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE. PROCEEDING WITH 1P L STRICTLY PRONIOITED SY LAW WITHOUT THE WRITTEN PERMISSION OF FABRICATION. PIERCY • ■ARCLAY DESIGNERS. a. I. b• 513 - 120- 1551 IH II • ... y ary 6.9fr K • ..:•••,.,.v, ir • • .. • -1111 'M.► s.4 III III lIII III III III lIII lI I III III III r i iiilIII Hi II II! iii iiilHi it Hi hili infill iii i i iiiliii hili i 1 i iiiiii, i]ili � t+iiaii i titliii iiiliIi i �il(ii i1iil �' +'/ -�••n.�«;„ "'"�.' 1 I 11111 4 i I c NOTE: IF THIS MICROFILMED f I 5 I 101 I 1 l L - 11 1 DRAWING IS LESS CLEAR THAN - - -- -------____-, -----__--- THIS NOTICE, IT IS DUE TO • - THE QUALITY OF THE ORIGINAL I — 181I8Q1 ► IlZIl ) IM Z 16I 1 � LI �T 1iT 1a[ 1 IT II l T -- - DRAWING. (ii( Z(1I(ii( Zi(i(1((i( Z(ii(1((iLZ(111111711(liii4( Zi111111ii (Z(((i((( Z((i( i(1Zi( [L 1111111111111;1, ,IIIII( 11111111I((IIi 1�� iiiIi IIIIIII 111( 1111ITIIIIIII (6II( 1111I111111(Iiii IIIIIIII1(111111111101111IIIIIIIIIlllllll IIIIIIII IIIIIII ., j tj N E 7,1 ,,,,.., ,0 11 looo24X , • I 41 • —�-•ww` ...,_+.__..-.r ! ... ..:._... �._...__ ., 4'•-1.5a:ER, ` _____ .. _ - .. - _a-_.—..... .. .. 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