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• • • • • ■ • • • ('I ) V \ I c./ l V o[ } • • • • • • • • Q • • d ••• NIKE GL °' W • •••• •••• •• • . •••.•• • . .•• . Z a A. r C o � /1AN U FACTU RI N G FACILITY • • • • 1 -- r rrn .AKEr7.,„, (i-N 1 . z . • • ••• • DRYING ROOM C OF TIGARD in Approved I - i ISSUE FOR PERMIT: Conditionally Approved [ 1 e; .. : a For only thew as eo�c bed in: 2/ 8 02 PERMIT NO. () ;L W 3 - Q X.2 p, ,� r C . See Letter to: -ollow [ 1 E. '!� e F x O e ttach .. [ 1 it o 0. By: .e Date: .'� s tn v el C 4 4 -1 i k \ Iv5 ec,+ior - por b ov e y o( 1I. h • 0 129 Co,,■140.1 � TC0'( y • - E r+ 91 e v +0 f rov (de stfu Cl-cira S ROJECT TEAM 3 S; SANDBIR G Si ' I .: t® V b 5 G V 1r a t� �D C� pee- ' *G e 4- i SO TEOT CENTER DR 1 k DC- 6>- cQLcvli.tio's OWNER: j NI KE INC. V s, SCHEDULE o ONE BOW ERMAN DRIVE : N i,� o BEAVERTON, OR 97005 F 1.l.. Q > ° �, o TEL: 503.671.2802 FAX: 503.641.1786 u 0 N i i. $ g o O F D RAVV I N G S N J N cc S• Bd irA RD N E,,� KEY CONTACT: ERIC SORENSEN r 0 0 rA Z N °` 0 0 PARTRIDGE DR N ARCHITECT: F V ° v A • REVISED/ REISSUED SHEET - r Q BURMA RD W 00 --� Q O NO CHANGE TO SHEET a RALSTON ARCHITECTS PC (L 0 1 / DELETED SHEET ° `" 15256 NW GREENBRIER PARKWAY F— cx BEAVERTON, OR 97006 L) VI SHEET TITLE >- .I TEL: 503.531.9492 i Q rn S• REDWOOD - - - FAX 503.617.0312 Z } -Th —� � �� 0 ' ' ARCHITECTUR EMAIL: ekorp@rolstonorch.com z + � , A0.1 I DRAWING LIST, PROJECT TEAM, VICINITY MAP • CONTACT: ERICH KARP I� SW KABII UT A Z Li) g 4 A1.1 SITE PLAN • Q A1.2 ENLARGED PLAN, ELEVATION, AND SECTION • CONTRACTOR: u A2.1 DETAILS • 1 HOWARD S. WRIGHT CONSTRUCTION 1► BOND iT T 425 NW 10TH AVENUE LOCATION l \ STRUCTURAL PORTLAND, OR 97204 Date: 12/18/02 1 1 S1 -2 BASE PLAN & CEILING PLAN • TEL: 503.220.0895 , �� FAX: 503.220.0892 S3 -4 DETAILS • 1 EMAIL: sother'hswcc.com ' File: 0210512 S5 -6 DETAILS • CONTACT: JIM SATHER i Sheet Title S7 HARDY PANEL DETAIL • . TITLE, PROJECT TEAM, DRAWINGS, + VICINITY MAP Sheet Number . : AO.1 \ !\ \. --1- )7 111111 \\ \ \ LOT 5 ` \\\ \ \ 1 \ LOT 6 .\ I \ \ III ` ' `\ • I I _ ` —I- O O 0 0 0 0 � 1 \ \\\ I� 1 1 \ \ Q `, p •\ ._._. ._._._._._._._. ._._IL._._. SW:X7 i111� ._._._._._. -• -• -• -I , \ j I I \ 0 . roe . w. . , - ■:�� I1 • \ - 0 4� .140 O y j `\ I , q/ • \ - 1 1 1 1 ) 1 - ••!•••: •1 •4• • \ .11 )_ 1 1 1 1 1 1 I n - •! •$ , . � H i'14 TI I Si. •• lI • \ ■ •• 13 .: I • 14 \ \\ • a • . \ 1 ; • 4 • •• t. D B j \ z Q a.4 MI q I� Ila i o ;. 1 n . 1 ; r j EIM ROI ® I TD BE . I j o .�V B 1 rn B . 1 • ° 0 R i O 00v _ i 0 a nn X j j DO a Bs . j g r) 11. Mil f• * r:1 c' DD III O �s1iilL 1 � 0 1 ■ 4./It '; /- - 7c 7C al* I 111 11110 ] q 11 �� D D i i I SRi• —nn — N L 11 M Vl -OO - i' MU X71 ii -°� m i - NI 0 1 • . � i . w III ° ° In i i 1 iI n t- I , 1 I liliTT;g) 1 ' elo — i I� I LAW6CAR AREA Q MN I . _ _ _ _ I � � � � � I I I I I I I I • . L =IP'- L_ ill II 3 I I I I I I I I I I .,�, AS .° o 1. X1 1 I i { {{ • ‘,... . L , ., . , C _ ■ el c3 O ;' -. - . .. _I . - YM , � .n. ,. .. . ... TT .,.- .� - - . �w .nom .rnNM .. N - W Y•b H N .V•iw. N•w H r yw.r.• rw"•Fr M •,.,1f •ww I w •• •w, M ... M, �M •.** •• •...M Mer. •4.l Nr•..r. is --- rn I cu NIKE GOLF a r• 1 5 , t o n a r c h i t e c t Z Z D g cn D MANU FACILITY co 0 — 1 5675 s.w. 72nd avenue [503] 531.9492 15256 NW GREENBRIER PARKWA tigard, oregon 97224 [503] 617.0312 fax BEAVERTON, OR 97006 www.ralstonarch.com :: Z :: •.• :.• L;1 IVV I co 3 1 1 . r I ' - 11 4 A GENERAL CONTRACTOR SHALL PROTECT ALL u a a • • • • I EXISTING SURFACES TO REMAIN. 4) o C. OLUMr...: W MANUFACTURING • • • • • • • • ' ' • ,� • • : (t).CONC. fLpOR 10 REMAIN. ° `" 101 ::=--_, ' t / • ••• B ALL DIMENSIONS ARE TO GRIDLINES, FACE OF (E) _ o J (N) STEEL ANGLE TRACK, & (N) WALLS, U.N.O. "' _ ••• �•� COARDIN,ATE•REQUIREMENTS ° C PAINT ALL (N) DOORS & FRAMES TO MATCH ; -C Z Al2 • • :..WS�•PW :: BUILDING STANDARDS i u Z W .4, ," ( t � " • WALL • SEE 2/A1.2 D CONTRACTOR TO CONFIRM MANUFACTURE, MODEL, L. N W 3'- 7 AND COLOR OF ALL E FINISHES BEING MATCHED f m FOR CONSTRUCTION (N) O "x, -0" FLUSH () INSULATED H.M. DOOR & FRAME 0 -�— �� ,�� ,;,,;�, ;. �, ,�._ ,, �. � E MECHANICAL & ELECTRICAL WORK TO BE DESIGN o ...:. ; . ,._s�- .x g i.1 o:-': , , 3 s. W/ 3 PR. BUTT H INGES, LATCH, t 0 � / BUILD BY CONTRACTOR N \ ` � / GASKETS DOOR BOTTOM, C e AUTOMATIC FLUSH BOLT, & I O x $ __ DR ING ROOM COORDINATOR 4.• cv i 100 I b STORAGE a P O 1 102 1 I cn o I SHEAR PANEL EA SIDE OF I h .43 0 ` �rnoi ' .. t� , eN { :k - f < te DOOR @ ENDS OF ROOM, SEE O STRUCTURAL l 3 'l 30' -6 1/2" I I 'Jr 28' -0" i--• N MANUFACT o u_i \ ■ i 0. 4 O c 101 I ' .ems � - N ((C0LUMN 4 kg 10 : 33 T. A5 ` s -"1 (NI 4 ). • 0 c:::: 9 . o z (N c �� 2734 i N 0 ENLARGED FLOOR PLAN ® ® , e"' ® W 1 /8 = 1 -0 2068BASE �� F"' 09 7 3/4" PLY WD. DECKING ; Z Q l() .� 12" MTL JOISTS @ 24" 1 ■ LL (N) HEATED UNIT .-` 0.C., PER STRUCT. W/ 1 Z ' ���' "� UNFACED R -38 BATT I — 1x6 WD TRIM PAINTED TO Q r-- BOT. CEILING ����.�.����.��. . .�� �� INSULATION. MATCH DOOR FRAME. • 'I �� 5/8" TYPE "X" GYP BD. .- �� 5/8" GYP BD. PAINTED TO •�; PAINTED TO MATCH EXISTING I I MATCH EXISTING :- ►4 5/8" TYPE "X" WR GYP BD. • ' ► 1 PAINTED TO MATCH EXISTING / \ (N) 3- 0 "x7' -0" DBL H OLLOW Date 12/18/02 ~ �' AT INTERIOR \ \ METAL DOOR W/ MTL FRAME. MANUFACTURING D RYING ROOM 8" MTL STUDS @ 24" 0.C. / \ PAINT DOOR & FRAME TO File 0210512 1 °i 1 ' ►�' 1 ,o0 1 �� A2.1 MATCH BLDG STANDARD .�, ►. PER STRUCT. W/ UNFACED © �� R -25 BATT INSULATION \ / Sheet Title 4" BLACK RUBBER BASE 411 ►:' VAPOR BARRIER BENEATH / PARTIAL A2.1 ! GYP. BD. @ INTERIOR FACE OF / / a FLOOR PLAN, ,...) i . WALLS & CEILING. SECTION, ELEVATION ��` ;' (N) STEEL ANGLE TRACK, \/ it Sheet Number • - - - -' COORDINATE REQUIREMENTS (SECTION W/ OWNER tr END ELEVATION Al 2 • • • • • • • •• INSULATION, SEE Y 3 SECTION FOR TYPE. / -----„,..,1 a d • • • • • ••• /� f m W O • • • • • • • • • • • • • • • • p� • • • • • • • • • • \ \ 1 / , LAYER 5/8" TYPE "X" I = i a • • • • • • • • • • GYP. BD. EA. SIDE . • ••• • • • I I - W � I It., ti 0 O ••• .•• • • •• •• j S z o • • • • • • U o w • • ••• ••• •• • • "BOX" HEADER, • ••• • • PER STRUCT. 1 L N a W m a V r .. 0 CAULK C AULK 0 % e • 1 L7 fi l O GASKET 1 —'� O 3 1 h h 3 1 / NOTE: JAMB SIM. t J N INSULATED H.M. I DOOR & FRAME (J C HEAD (4 HOLLOW METAL FRAME (T(P) LL— Q t J , 0 N 0 3-=1.--C- 2105DT01 3 O V Co. V O N C 1 V W N N WD i o . • . _ U o ZQ i n LL D , o Z in Q • Date: 12/16/02 I ' F FleE 0210521 Y Sheet Tile c st > l‘ l ikt ° 4/2? . DETAILS 8. 44 KIM, T. : f � Sheet Number .." ; A2.1 ♦ 1.- NI W Io J S '6' W 41 W N N 0 - N C O'' G tiniiii JJ F 7C J' In ft J W — < I D 30' -6 1/2" c 0 SHEATH GYPSUM C BOARD SHEAR WALL ' 8 " -20 GA. METAL STUDS I PER STRUCTURAL AT 24" O.C. (800S162 -33) a m n NOTES. TYPICAL. 0. z o , I1 II 11 1 1, I II 1 1 11 7 c1 N 1 _ m1 o Z c -N,— _- r Lk m -4 ne o 3 0 .WO v1 C 0 p 3 W 1 1 ID 0 • • • • CO ? • • •••• I— m J 0 I I • • • • • • • 1 D o o i . '',� � �. I I 1 11 I 1 1 11 11 I [I 11 I I :••. I •• • Z Z N m 0 18" HARDY FRAME 'HF 818S' 18" HARDY FRAME 'H�' :11i b • • . N -{ SHEAR PANEL. SEE DETAIL S7 SHEAR PANEL. SEE Pi-. g7 • • "• • " • P1 FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORbtAllQN• •••• SHEATH GYPSUM • • • • •• X BOARD SHEAR WALL •• " • 0 PER STRUCTURAL • 0 NOTES. BASE PLAN 'f 1. VERIFY ALL CONDITIONS AND DIMENSIONS 1/4" = 1' -O" =/ WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS. - N O cn t E.. ,0 ' N a 2 o VLMK PLOT DATES: N 202492 202492S -1.dwg 12/18/2002 14:32.43 joreds W .O �' W j W O W N 111 N 7 7 N tiMilq . In N , W —_ � 1 D 0 . 7 111 0 r, O a m a Z 0 PROVIDE CONTINUOUS TRACK TYPICAL AT • o G1 PROVIDE WEB STIFFENE PERIMETER. SEE S AND S4 O SHEATH TOP OF AT JOIST BEARING PER ma ; 2 C FOR ADDITIONAL INFORMATION S3 CEILING PER STRUCTURAL TYPICAL r NOTES. 3 m -1 .Z o " .3 m 1 v1 61 ; PROVIDE - 3 W 1 ADDITIONA BOX ; JOISTS AS = " 0•C' BOX = 5• Z HEADER REQUIRED S6 i 1 `S i5 AI 24 HEADS - O E 1 ' - oc P ER S4 M �p ,1 . JO .54) PER fTl GP" 516 2 Z 0 S4 f � ' 12 ".16 <�200 1 7 0 *0 mv0 , 1 II 0 N r 1 z o D 1 I 7 (0 Dp 1 -- -- v < 7 S5 n 1 N i.1-is r N .. f 111 1. iv HARDY FRAME MECHANICAL UNIT L %U HARDY FRAM 0 BELOW WEIGHT 500 LBS. MAXIMUM. VERIFY BELOW LOCATION. PROVIDE WEB STIFFENER AT JOIST BEARING PER S3 TYPICAL. AIIIMIIIMIM CEILING PLAN 1. VERIFY ALL CONDITIONS AND DIMENSIONS 1/4" = 1' -0" N WITH ARCHITECTURAL DRAWINGS AND ° EXISTING CONDITIONS. V) , 8 I N N 4 i\ VLMK PLOT e z 0 N 202492 202492S-2.dwg 2/18/2002 1 33.31 joreds - • • • ' • •J o b No. 0 °Z y1L. 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