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12240 SW SCHOLLS FERRY ROAD-1 - �4 r 5fO1?F PLANNIN6 CODE REFERENCE t2FM- Mn Nr \ P.O. [�Ox X165 i ��( ROA -�• HAPP,15[�UV6, �'A 17105 I LS FER BUILDING DEPT. CITY OF TIGARD ( 717) 761 -263 SGHpL \ BUILDING CODE 1997 U . B. S. - c OCCUPANCY M # MP - - 1 - - H. CONSTRUCTION TYPE = 3- N ( SPRINKLFD) 0S AV PHAPMACY I EXISTING ALLOWABLE AREA = NA 12240 5W 5CHOU.5 F�W\Y pn, — _ RETAIL fICMP, 0IfGON - - ACTUAL. AREA = 17, 278 5500 S0. FT. _ — - - EXISIING PYLON 3 I p�AWING 51'A1U5 SIGN NEW RITE AID BUILDING L D I N G HEIGHT = N A ■ ,,'A r'NAS� ❑ CONSr�iC�ON 1'NA� 1 _ I 1/50 -(36 CARS N 0. OF STORES - ONE ❑ �I��� �I�� ❑ tV l�� I SUPPORT (8 EMPL.) 4 CARS I Wolcf 11'ry 10 I I ❑ FE AVIN6 ❑ MOM 1 E.L.P. I EXITING ■ 5I%M ❑ MPI, - - - . REQUIRED El taw 5ro� ❑ G�Nta ��r I EXISTING o -1WAN510N ■ MINOR �M01�� BUILDING 17, 278 1:1 DIAL ❑ C' Q.�Cf BUILDING _ - I = 576 OCCUPANTS - 3 EX TS El MWON El � UM � L L.P. I 3 O I I r'n 1Cr ATVINTF5 6 5 7 SIGN ; ■ 1 wo ■ FOTW F- _ O 576 x 0. 2 / 12 = 9. 6' REQ. EXIT WIDTH ❑ IC�IN ❑ LU I , a I � ❑ RIVE ❑ F0p177rlr'1', ❑ LIQU ❑ l pl,iN 5ffiflft I _ ❑ G.N.C. ■ G.N,C. L- -- J - - — t PROVIDED PUII.CJING ASA ( SQ. F1',) b I EXISTING 4N5%- � N5% NSW I BUILDING 1 I 15 EXIT WIDTH PROVIDED 5U5; 12-7r) 12109 i 32r� L1 i P� MACY 199 159 L I l4) EXITS PROVIDED WAITINGA:A. 0 153 I I I � L.P. ' f'�C�IVING/STQ 2982 2982 „ � ' 36 � - _ _ _ � I NO CHANGE IN SALES ROOM AREA M�ZZANK 0 0 BUILDING B � I � - ' � - -- � I O THIS PERMIT /��/� 13 , IG400 SU FT. I I I I �I�,lff, PVT: 0 0 I 42 I Sp�C�AI 0 0 I 538 48 J, I I I15TOOM5 166 166 1�NAPl1"; 0 0 I CART --' � I EXI I L 15 40 CORRAL 28) L.S. TING ---- 1 U, Pi I n fork, 17218 112-78 BUILDING / I I I OML TO% 112V8 17218 —— WALK RED I EY,IST'G. H.C. PARKING, i ——— — — I I Ld W5f g: ftVIN6 1867 1816 I - --- - - -- - I STRIPING, & RAMP n > I I _ L5. I ' rJ I �. > I.S. < UVIM P _ U H.C. TON, 18q 1816 I _ CANOPY LINE - - I o L.P. I (J LOAN {�e� _ ABOVE /51 E —� J � — _ -F - — Z —— Appr CITY ... ....................,........�' vr`rtti — �;,.. �-�. -� - - � - - - - - -- - � - - - _ � o�ed 1� CIT � TI+GaA �C�IVING � 0 0 LAND�.AFING _ J— ;a• — — r- conditionally Approved........, � k T /�,; 186 181h N For only the wo as oscribed In; ,'•,•,,••,NM.u. A PERMIT NO.-"-.rZ y--ooe - .., M�pCI-IA>`Jn151NCA LINM, FT) \� EXISTING 1 HR_ \ I ••"'•"""""' SEPARATION See Letter to: Follow............. L� ROOF GAS Job Ad rA9S: 4tta4h sC� J1DM�J FRAMING By: 4O pat*' Ilnnr,/�AI �7 METER — 1 Y� �E' �'Ic __ __�, _._- QI.,KF\A of GI „ „ _BUILDING "D" TRASH ENCLOSURE i v, BUILDING C RITE AID #535�� QU������ 0 --EXIST,G. nI 2 HR. C.M.U. 37500 S0. FT. I ��^ 101AI,; 0 0 12,000 SQ. FT. 17,100, S0. FT. WALL W/ TANK CUA � _ ■`• VI�CfOr� Of CV'NSIFLII,IUN SEPARATION GAS 1 PARAPET Architects Planners Managers EXIST,G. a C.M.U. WALL .uss . sA 503.844.4222 tel 503.644.8567 fax �GIONAL CON5TRUMN MAffV (E) GAS (E) GAS 6775 S.W.111th AVENUE,SUITE 20 eka@teleNort.com e-mail 6F-Off— MOSS REGULATOR METERS (E) ELECT. BEAVERTON,OREGON 97008 www.stoalntl.com web I7F;'ANM�Y; R1 - NYL nA ; 2-20-04 METER I L t_�c �E� (E) DS. PROJECT NO. 04-06 Q ( n pY NYL �AI.E; 1 811 I'-011 � D5 —�EXISTING BOLLARDS EXISTING RAMP-UP NEW f o c DRAWING NO. STORE #5353 / �O r1\'F PAVING TO SUIT(E) FLOOR LINE 12240 SW 10850 S.E.OAK ST. ,.5 :. — F.H. CMINCA HNCHT 12I 0II Aff, # Mp ' I •F.H. LANDSCAPING — - -- - - [fl —J UL1 PEDNE_ LANDSCAPING ❑ - - — - - — - — - - — - - — - - --- - — - — - - — - - — - n ❑ --- - —� -- - - ---- - - - - - - ---- - - - - — - --- N0, M �Y b�SC�Ip110N , �1L�,11 :-1tif # 3474 1EI EE aw, A REFERENCE SITE PLAN ONLY SD-1) 1 e}0'—O'I — — -- -- — ----- — DRAWINGS fl BEAb6Bf' , UF3EGON V --� NO CHANGE TO SITE FOR THIS k NORMHANGE TO AREA OF RITE AID — � O l�j�APEIT � THIS PERMIT SD - 1 - REFERENCE SITE PLAN ONLY - ---- -- - H D- 1 - DEMO PLAN ARCHITECT/ENGINEER REGISTERED SEAL A- 1 = FIXTURE PLAN A- 2 = SECTIONS DETAIL'S) f ED 4 U -- - - DRAWIN NUMBE 1 :,cholls Ferry Rd. 12240 ----- BUP2004-00071 lot 4 1', 4 NOTICE: IF THE PRINT OR TYPE ON ANY IIr� l11lt IIIIIII Illllll hill i i � IIIII VIII IIIIIIII � I IIIII(tlllt Illlltt I�..I ISI III III III III III VIII�jIlIII III III IIIII�I lIt III f VIII ISI Illll � l I I ISI IIIIIII III ISI Iltll I `�' IMAGE IS NOT AS CLEAR AS THIS NOTICE, l I I 11_.._- L - L - - I --`'1-- I 4l I- I I I �I I l 6� - I I 1 ! L I— I —I gL- -I- L I --I- 1�I-I--- I- 11� 1 _��� �.J - ��0• IT IS DUE 1*0 THE QUALITY OF THE No !e ®<•. .• - ORIGINAL DOCUMENT OIE 18Z I t3Z LZ 8Z Z ��Z SZ ti iZ 07. 8i 13I GT 9ii 91i 6t Ei zi it l 8 8 L i11 1►IIIIIIIII�I11�1�1►���� II►I�I��IIII�I ►��� 11�� I� 1►�� ����ilI�� ��11ll��� ��� �►�� ►►������ I�11f►1�� ����1ill� ��1►11�►I ��11��ill 11,I►�1� i�iilii�� ►���11�� �I�► ��� I►���►�<<�►����► ����1��►�i����I�►��i1�l> 11111�0111l�llllllllllWll1llU1111111IIII1111111T1►1,►11 N E ' . U NEW COOLERS/FREEZERS ARE TO BE SELF CONTAINED. NO PLUMBING WILL BE REQUIRED. 5tOFT PLANNIN6 NEW CHECK STANDS SHALL 13E p,0, SOX �I65 EXISTING ' ADA COMPLIANT, INSTALL NEW �� ?�?15C3UFG, �A 17105 c � PHOTO W STORAGE & NEW --RISER - _ --� / ( 717) 761 -2633 _ - - _ LXI I � Hk'klllllk - ( r 1 ---__a--- -- -- _ 1 SLAB & FLOOR TILE AS it � ``- �' REQUIRED TO SUIT NEW WORK. f019�.� STORAGE R 1 STOkAI,L- ELECTRICAI_ ROOM i W W,I iWOMENS' G I ; - 5�.�3 - Mp 22 I TCRMINAL �3 REUSE EXISTING CMU & ADD _— �. r - -- NEW CMU AS REQUIRED FOR M-T AIP PHArNACY =� RECEIVING BULKHEAD & NEW STOREFRONT 12240 5W 5CH0LL5 F`F\P\Y pn, a PHARMACY _ _ 1 AS REQUIRED TO MATCH �� - T - EXISTING. (4� -; I - - INSTALL NEW PHARMACY & _I��A`�VINU StATUS "1 _ WAITING ROOM AS SHOWN. SEE ■ v��fGN pNAS� ❑ CON51�JC110N�NRSV TELEPHONE c ENLARGED DRAWING ON SHEET WAITING AREA �� I <" � 1 A-2. LUNCH ROOM - MANAGER --- ! -_ GE -- pvO.J�C1 TYpF OEICE - ACCOUNTING INSTALL EXISTING REFURBISHED --- �� --- -- SLIDING DOORS AS REQUIRED ❑ FE STANC7ING ❑ PWM :JA - TO SUIT NEW WORK. �ly1lyry/yy! IG ,�yy Aw�I ! C I I I I I I I I I , , (< - -J, u u N l�IVI � !NO 1�l.NIV� ❑ M�l�b� I fl _ - i -- - --- �_� _ - -- --- - -- --_ - __T1 ---- — 6 INSTALL. NEW DRINKING ❑ IOW 5T0 ❑ rN��l, S�T T_ _ - T-----____- j �------------- ------------ ---_= FOUNTAIN AS SHOWN. REROUTE �— SEE DRAWING A-2 SALES AREA TO BE RE-FIXTURED. -i PLUMBING AS REQUIRED. ❑ MON ■ MINOR UORI, FOR ENLARGED PLAN MAXIMUM SALES FLOOR FIXTURE I ❑ TIMM ❑ W VT HEIGH I AT 72". MAXIMUM WALL I __ 7 ADJUST EXISTING SPRINKLER ❑ UXON ❑ rx ITMORI, FIXTURE HEIGHT AT 90" HEADS (UNDER SEPERATE SLS FLOOR ( I_.__ CONTRACT) AS REQUIRED TO ppOJ�CtAt1�1�111�5 SUIT NEW WORK. --- - - - -- - I O MAINTAIN EMERGENCY FGRE' CJ ICCITAM ❑ 9, I I I LI 6H TI N G ❑ vow-m ❑ FOX PVT — �__ _ _ -- _ I ❑ I.IQI10� ❑ ItAL1N 5Ifft ❑ G.N.C ■ G.N.C, 1 - - - -- A ( ' MIWING AM50, Ff ) 0 - --1 E 1293 12109 II — I, — WADING AJfA; 0IT I�� - - - - - - - I ENV5T0m; 2982 2982 AllANK 0 0 -- I - - -- ■ - - - I LIQ0 10 0 0 U I �AS�M�NT, 538 166 166 513 tNANr; 0 0 Aln TOTS,; 11218 11278 O\M T01"Al,; _ 17218 11218 - I \ SEE DRAWING A--20 - FOR ENLARGED PLAN 595FL0T L 1861 1816 I -- -- L— -- — — - — rRFE7E.R FREEZER IaNIVUEC� — '� 0 067 1816 t GIVING/51O�PG : 0 0 - o PHOTO CIFFIC i I I �OrA�. 18h"I 1816 �`J - I CHECK OUT - L-------_—---------—----- .�. Lj__ __-j� I _ WCHANnI51NG C LINM IFT) QUA� AN� I, o QUAnp.ANT2: 0 2 - -- - - - --- - - QllAr1'�'.ANT > 0 0 03 - -- -- - - _ Ex/, TOM,:_ 0 c Architects Planners Managers rlp\"CTOy Or CON5TP.UCTION M55 1F_PT 5A 503.644.4222 tel 610NAL CON5TRUCTION MANAbW 8775 S.W.111th AVENUE,SURE 20 eka®teleport.00m e-mail 7 fax ----------- --- -------------------- - -- --- -- - -- - - - - BEAVERTON,ORCGON 97008 www.stoaintl.cc�m web _GFOFF MO55 N - - --- - ------ --- T SAWN c��, kH - NYL - rn: 2-20-04 _.- -- - PROJECT NO. 0406 0t(I P[3Y; NYL- C AIG: /1� �l,AT — i/ VII U- A FIXTURE PLAN //I , DRAWING NO ST1ORE SW 3 5TO�\ �# --— ----..__-- _ ((// 10860 S.E.OAK ST. A-1 SCALE1/8„y�, ,�„ / CHUN6 HEIGHT — 121 -oi l A�1 11 1---- # ME l_ZANINE 1TV1510N5 G N0. nAT �Y n�SC�IpnON �FgF� n � r # 3474 0 -- - - -- G>� NEI FE _- _— �`, BEAV OREGON CD �, t1 OF u _ Q _ ____ ARCHITECT/ENGINEER REGISTERED SEAL cn �� G G '! B MEZZANINE PLAN _ ___ _. _ ■ w - - - - - --- --- - A , ”=V- „ A-1 SC I_E Scholls Ferry fid. 12240 — - -- - BUP2004-00071 2 of 4 ---------- - -- --- - - - -- -- -- -- - - - - - - - - - - - - ---- - - - - ----- - - --- - - - --� --_ — - - - -- _ .-__ DRAWING NUMBER CL -- — -- --- - - ---- --- L 1II-I1I-I III -I-�III�III III I.I_I_I I I.I ! I I�I I I—III I_IIIII INOTICE: IF THE PRINT ORTYPE ON ANY IJ-(a/y"- �OO5 IMAGE IS NOTAS CLEAR AS THIS NOTICE, 6 13 _-- No 36 IT IS DUE TO THE QUALITY OF THE � I $ 8Z 8Z L1Z 9Z S1Z bZ EZ �Z T�Z OZ 8T 8T Ll 9T 5T 6T T tii Thi I �i �8 13 L I9 19 t fE TZ 1111111" ORIGINAL DOC'-, RENT illi 1111111 IIII(IIII�IIIIIIIII IIIIIIIII IIIIIIIII IIII�III► II►111111 Ii►IIIIIL�IIIIIiIII ►III(IIII IIIIIIIII IIIIIIIII�I►Ii�llll►IIIIIIIII IIIIIIIII Illllllll�1 '111llll►IIIII►III►Ililll►►�lll�llll►I�Illll►►Il�►��I 1111�IWL11111I►IIlI►1�11111��►�I�►�►IIIIIIIlllllll►I►11111111 ll�►►1II!NII ! IIID II f _ - 1 _ 27 __ REF. � ___ ARMSTRONG F RIN '� �� EOO G 2 x 4 BLOCKING AS NEEDED 3013 TOE - , ---' ri - 1 KICK FI — RACK (3l /98) -- TO SUPPORT GATE (2833) 5fOM FL.ANNIM6 - -- P H A R�. M 1 LLER 4 n��AprM�Nr _ -- 2712 2121 2151 A-3 p.0, COX 31h� 2833 FULL HEIGHT WALL NAWI'?I5r3I.1�'G, PA 17101 4 -- 3210 3 10 6200 X210 620 5 , ;' - - - 6'-10 1/2" 8'_6., C 71 �) 761 - 263 A-3 G -I 1 6161 6161 6161 -- I INIWFB ---- 7�0�� - �W - - - 1126 w qwp WAITING AREA _ a �� r� v ^� 3300 J3ac - - # - - - --- b — --------- � � --- - - � _ 11� �, _ 11 � \ .. I1 �o'` GROMMET 6' RA , ^K IJ „ - C � VI-T_ Aln PHARMACY L72150 12240 5W 5CHOLL-5 F✓�P\PY pP, \ == -- -- _ _ 1128 _ 8' HIGH WALL _ 11GA1?n, 01GON OUNTER TOP - �--7 -- - " 2" 6WT1 2" GROMMET 2711 2" GROMMET "-_GROMMET 36 GATE ;� 2711 _ _-' er?AWNG srATUS E G �� T. 9 C SCANNER M (� R ■ P 516N mi ❑ C0N51RI.00N miq 20' (60") L. B. 0 ) I_B --r-__. - - �� �IEn V��lr=lin 0yI90N PICK UP — - 1 1136 �, 1 I 3 10 ,5,�1O ITA PRINTER 131 BE W� A -OFF C E MOICT Tyn D CI L TER @ ADA HOT, TO �' -- - ---- - - � � ❑ __._.--- _-._ - _ F �7� -- — ��� ---- ---_ -- -__--- --�_��.~_ -_-_7 -�--� �_ -- -- -- — � -- -- -_- _ -_ _ ._ [� E�� S�PNnING ❑ nOvuN�OWN TOP OF COUNTERTOP --- --_-- - _ - ■ 5r rIN6( v ❑ W � I, DROP... OFF c ❑ New STG� ❑ 6�r��, �Svr 6 P�Ex1c�s (52 - PLEXIG DIGITAL PHOTO ' ROOM ❑ TAN510N ■ MINOR 11MOr�L 1 ) 13 I..f!, �S ADA HGF. TO 1/4"=-1'-0" - --xxxx ❑ MOrE ❑ C. RROCT A_ SUPPORT ® CENTER SUPPORT (EN1ER TOP OF COUNTERTOP A-2 IT - 54" FINISHED NGT W/ ❑ a0c, 110N ❑ RK ITMO�'�I, � - -- - __ Vp0��cr Ar11?IC� ups 6 HIGH PLEXIGLAS ■ 1-Vtf Wo ■ Fox MST 2 3 ❑ !C�CkTAM ❑ ff R I A- A-2 ) ❑ V U�-1r�1.1 ❑ Top CART, 2 ❑ SIM ❑ UTH 50MON5 ❑ 6 N.C. ■ C.N.C. CABINET PLAN SECURE MTL WALL, AND WALL c�ui�r�IN� ASA c sQ, Fr,; --� — -- - --- ---- ABOVE BRACING PRODVDE DEFLS TO ECTION STRUCTURE -- FX151% NFW X102 1/4 =1 -0 ----XXXX TRACK AT TOP OF 5AL�5, T 11793 12.109 WALL/STRUCTURE 1 - PHARMACY: 199 159 G.W.B TO ROOF DECK MWA MA; O 153 - - - EEIVIN6/5TOW: 2982 2982 �'A- ' MUZANIQ O 0 5/8" GWR OVER Q r. 3-5/8" MTL. STUDS Q G.W.B. TO ROOF DOCKof r.lQ�lOr?n�pT, O o \16" O.C. RCIAL, 0 O 10'-2 1/2— _ _ - 5/8" GWB OVER51OOM5. 166 166 12'--1" STEEL WALL BRACING BRACE & SECURE TO 3-5/8" MTL. STUDS 5w TENANT 0 BLDG. T I BRACE & .SECURE VITE AIn TdTAI,: 11218 112"lc� STRUCTURE. o 2'-7" - 16' 0.�. a DWGS.SEE TRUC URAL N TO BLDG. STRUCT. N r— "zz - -- �� 1 � -� ��� 11218 11218 FIX11',�'�5 C I.INcA, FFM ANEW 10'-O" _ ---- - - �i NEW 10'--0" -_---- __ _ _ — 5��5 UR: SN��vIN6 1861 1816 1 C,.F.F. ,--- - BULKHEAD PAINT --- �-- � --- BULKHEAD � - - FlnTO STRUCT TO STRI.I7 UNIMP 0 0 �- OMI ROLL-UP SCREEN -- _ - - " �- ,' o I — MOUNTED OVER MARLITE QAiI ROLL-UP SCREEN MOUNTED --� TQT� Ir561 1816 r (2) 800EJ14 `� OVER MARLITE SECURELY SCREWED `v -- WALL BA SCREWED TO �) _.___2-800 EJ14 HEADER !T f300 T14 tcC�IVIN615tOR : O O -- �i WALL BACKING PER - -' r„ `�' TO WALL BACKING PER MANUF. _ ��- _ RECOMMENDATIONS. MANUF. TOP AND BOTTOM C) fork; 1861 1816 RECOMMENDATIONS. - �l n \I - _Q� N _ kN _ � - MrpCHANn151NG ROLL-UP TRACK ---� ��� � � ��, NEW SINK , REROUTE , \� - PAIiJT QL1An ANTI_ 0 0 ,--- - PAINT QllAn�AN�"Z. 0 PLUMBING AS ---------- ROLL-UP TRACK --� - ---- _ __- _.--- ___.___ rIACr�AN� �; O 0 REQUIRED . _.�--- _ E� 10�AL 0 0 MARLITE STMo , '" - o Architects Planners Managers PIrTcr0y OF c0NST�UC"110N oil I �hi�rL,,--- pU55 1�f?F_5A c l C"J PLEXIGLASS TRACK 1x12 WOOD SYSTEM - - - SILL CUT �v 503.644.4222 fel `I 610NAI. CON`?1�UC110N MANAG��� TO SIZE I 503.644.6567 fax _ 6776 SRTONI OREGON AVENUE,SUITE 20 *A ekwtcom email /. /► LG �— /(� _— 008 www.stoalntl.com web 6r-OF r I V 1�JJ _ �-20-0 ,. MARLITE ' / - -P A PROJECT N N��, —���; 1 8 1 PANELS --- - - — -� PLAS LAM o. oa-0s C CK�0 py: " " n DRAWING NO. fo�� -T'T" ALL SIDES STORE #5353 BY RITE AID `;' 12240 SW .� O \ \\ PLASTIC 10860 S.E.OAK ST. #r PLASTIC \ _ �. LAMINATE \ `� LAMINATC - ---- --- OILING H�IUN1" s ` AR - I I �� J�'' --,, „ ----� >1— I, __--�f;_-�------- ---� _ n . --�- -— ------ �U�51DN5 —-- _-_------- - -- ---- -- . ( 11.L HGT. 54 A.H . SII I H..1. .a4 A.I .F. ,II I H''T. 34 A.F. ' ELEC. , N0, PATS C3Y n�SC�IpTrON ---- OUTLET ,� MARLITE 1l,, rf' PANELS , '1� � I PLASTIC j,, 8'-5 112" '-5 1 7" ,f PLASTIC -- ---------- �r LAMINATE - - -- —ELEC. OUTLET F1 ~ NLIL Y 74Et --- - - - 5 -Q LAMINATE LASTIC OR J-BOX 1' 2 112" 9" ;' .i 114" LAMINATE / v • 34 3 4 H. R.O. 9EAVE OREGON ' I _J BY RITE AID 5/8" GWB OVER - FOR SHELF 1 1+ 3-5/8" MTL. S1UD`; - -- - - - o �IN �, 16" O.C. - N (37 1/ R.O.-SIMJ A �j�, �` 27'-2 1/2" I —VINYL I —__ �)�', ��� AI( BASE 1(OUISIDF DIMENSION) _ ARCHITECT/ENGINEER REGISTERED SEAL 5/8" GWB OVER ~-- 1/2" OR 5/8" DIA. B PHARMACY PLAN 3-5/8" MTI STUDS__ ANCHOR BOLTS AT 74" � �-- , 5h ---- --- -- 16" O.C. 0.C. MAX. LV\ I ----XXXX A_2 0 2 SECTION_THRU CASED OPENING 3 SECTION Tl�RU CASED OPENING �`� Scholls Ferry Rd. 12240 (A-2 S/A"=1'-U" vXrt -- --- .. __ — - - BUP2004-00071 3 of DRAWING NUMBER NOTICE: IF THE PRINT ORTYPE ON ANY 'rlllilrl lillll 11i � ill IIIIIII i � illll IIil1 I ! 11 ! 11 111111! 1111111 II ! 1 ! II ! III 1111111 1111111 ! 1 ! 11 11111! 1 ! III II! I!III11! ! 11 ! 1111111 IIIIIII 111111 ! yJ111 1 IMA'iE IS NOT AS CLEAR AS THIS NOTICE, 1 � � I I I I I ! �L I 1� 11 1� ( � y L- �00 �1� ___� _ _�__ - -� T _�_ IT IS DUE TO I HE OUALITY OF THE Nn 3g CRiGl AL DOCUMENT s 6z E�z I Lz ez �z slz z 1<z Oz 6[ eT G�[--9t 4I 6t si _Tt -.. TE z ����>w ;1 �II►�I�II ,��IIIIII,���I�,I��I�I�I�►ISI I�I�I I I T 1_-___1 , i � + f 1! LwU1121111T II !I !III II►►►II►►� I ►III,I.�IIIII►��II►III�II��►Till I►I II�I�I!►I�I► !I IIf Ili►�►IIIIIII � � I�I��� I111�1►►1►Ilil�III �IIII��►Ilil►�11�I��LI�I�I►ISI � � 1. � f I � I �u��� ►i1�I►I 6r- N1L-,T,,A, NOS5 51'OF� I��ANNINC; n�pAp1"M�N1' P.O. COX N6� HAP05F,3W6, PA 1710 --- C 717) 761 -26�� HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO 12 GAUGE \ WIRES SECURED To THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS 5fo 1 F 4-WAY 12 CA. DIAGONAL BRACING ---16d TO ROOF TRUSS RI,P'NER INTERSECTCTinN AND SPLAYED 90 DEGREES FROM EACH OTHER AT WIRES 10 12" O C EA. WAY ATTACHED / AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE 10 MAIN RUNNER RUNNER 2" F i.E'ILING A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED CROSS -- -�- TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF }} W/ # MIN. OF (3) TURNS & SPLAYED � OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE Mp 90'" FROM EA, OTHER 10 AN ANGLE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES THESE HORIZONTAL NOI TO EXCEED 45` FROM THE RESTRAINT POINTS SHALL BE PLACED 12' OC IN BOTH DIRECTIONS PLAN OF THE CEILING WITH THE FIRST POINT WITHIN 6' FROM EACH WALL ATTACHMLNT OF THE p1T AV rHAPMACY RESRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADFOLIAIF \ T(TUM)M1Tr�T�11I��P— M=H 1LLrnr77TiTT / f is THE LOAD IMPOSED 12240 5W 5CHOM FFppY FT LLIILL RAFORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF A� C F 'n OI GON �— --- � --------�� b" FROMM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT P;;OVIDED WITH BRACING RE11G RESTRAINTS FOR HORIZONTAL FORCES. BRACING W1RFS T , SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A \ MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN n C�AI O 200 POUNDS OR THE. ACTUAL DESIGN LOAD, WHW WHICHEVER IS GREATER, AWING �' J5 WITH A SAFETY FACTOR OF 2 FACE OF WALL QA-3 7 LIGHTING FIXTURES OVER 56 LBS AND AIR DIFFUSERS OVER 20 LBS ■ VLJIUIV f fIM� F-1 CON5W IIoN Ni SHALL BE SUPPORTED DIRECTLY BY WIRL:S TO THE `,rRUCTURF ABOVE. I I C I I��V YII I�V lJYI/IoN UNDERSIDE OF FLOOR CEILING — OR ROOF STRUCT. ABOVE I I EXISTING SUSPENDED — -.-_. _ 2 112" COMPRESSION 12 GA VERTICAL WIRE STRUT 0 12' O C. MAX _ VERT WIRE SUPPORT t9 IN EACH DIRECTION 4'-0" EA. WAY TO MAIN HANGER TURN CEILING ELECTRICAL METALLIC ❑ ��'ry ��aN�l El � J 45 f' RUNNERS _— _ _ GRID LEVEL PRIOR TO TUBING (EMT) 1I/ G SETTICI 1 N(, TUBE. -- ■ WING I � F1IIMU I — -------- --- -------- ----- - - _ 4-WAY DIAGONAL HARE / \ I r -- 4" MTL STUDS AT 24" OC AND BRACING ® 12'-0" 0 " -= I \ 5/8" G.W.B. EACH SIDE TO EACH WAY TO MAIN C{ �(�� { RUNNERS -- - aIL �� � !I ❑ �� N 6 I - I I UNDERSIDE OF EXISTING TOP AND ❑ �)TAWON ■ MINOR Wftl, 12 Ga VER'. WIRE I I ❑ Mol'ICL ❑ (� 0 �I V I. v N AT TOP OF WALL AND ATTACH (TYP) I I TO CEILING GRID TRACK y o o N - B„ v z _ -- _ _ — DRILL 3/32" HOLE MAX, PROVIDE 1/2" SPACE I �� 1OWON ❑ Vx � I� _ 4` INSTALL 1/4" LOCKING ® OPP. WALL (TYP) AT DOUR OPENING, DOUBLE -' v N NUT. .3 TURNS MIN (TYP) TUD AT DOOR JAMBS _ ■ 1 VT leo ■ FOX Wer-- v u MAIN R TENER OR 11 I — — 4'-'I' 4'-0" 4'-0.. 4'-0„ 4'-0" 4'-0" 4'-0" 4' 0, I 0,.� 2 ( MAIN RUNN RS ® 41-0' O. ) fL" 2�O ,\ - ACOUSTIC TILE l \ I/2" OR 5/6" DIA. ❑ ""'"' ❑ FOX��f, \-------- ---- -- SLOT END OF 2 3/4" WALL ANGLE. ANCHOR BOLTS AT 24" SUSPENDED CEILING TO BE INSTALLED PER U B.C. STANDARD 25-2 EMT SLEEVE TO FIT _ ATTACH MEMBERS 0 O C. MAX. El WO ❑ � �''r "'�� SUSPENDED CEILING CONTRACTOR TO PREPARE DETAILS & CALCULATIONS OVER CEILING RUNNER. `ALL � — PERIMETER pr TWOFOR SEISMIC ❑ G,N,1 ■ G N,l FOR APPROVALEBEFORE9STARTCOF INSTALLATION SUBMIT To BUILDING DEPT. CEILING ASSEMBLY LATERAL SUPPORT NOTES FRAMING -- ADd WALT' ONLY 1• Of LIGHT FIXTURES TO BE SUSPENDED INDEPENDENT OF GRID SYSTEM. - ---- (PER UBC STANDARD 47- 1 �1 ?) TION _ MIWING AAA ( 5Q, F1 ,)_ SUSPENDED CEILING DETAIL- (TYP) 2 SEISMIC BRACING s SUSP. CEILING TILE BRACING 4_ WALL SECTION �Xbfl% NFW A-3 No SCALE A-3 NII `GALE q-3 NO SCALE -- A-3 /2 =i'- o" 12793 12109 FWMACY; 799 759 WMN6 AffA 0 153 ITaIVIV 5fM�: 2982 2982 MEZZANINE 0 0 LIQI.M 19FPf: 0 0 SprCI,N,. --- 0 0 -ft 538 538 �5TOOM5 166 166 . - A A rit An 17278 11278 ovtmL TOW 17278 17278 FIMPF5 C I. WL FF�f) 505 1,10T i fIVIN6 1867 I6I6 %IXT 0 0 1�(�. 186 I 1816 a, UMVIN6/510 : o 0 w.. � fd(AI,; _-- 1861 1816 M1HPJNn151NG 11: QUAC�pANr I; _ o 1 ROOFIN RIMING — \ - ---- QXVAN1' 2 Wr. CONDI MIN. 20 GA. METAL ION W/ QLKMf 3,, 0 o TRACK (CONDITION _ _ BOTTQMBETWEENOFRROOFSDE""C;l:) --/� — �.. �V fork: -- - O O Architects Planners Managers P111cf0v 0r CON51u?UC110N� t pU55 1F,P,,�5A FINISH ON 5/8" GYP. 9D. ONI,' 610NA. CON5TUMN M IMM 503.644.4222 tel !r, 6775 S.W.111th AVENUE,SUITE 20 oka(�te1e+Oft COm email 5 1/2" X 24 GA. STUDS CA MIN. 25 GA. METAL 503.644.6567 fax nC 24" O.C. TRACK (CONDITION BEAVERTON,OREGON 97008 www.stoalltl.cpm web CAFOFF M 1- ABnVE CEILING LINE UP © BOTTOM OF TRUSS) MVVN6Y �H - Nati _ Pm: 2-20-04 r' TO R(1OF DECK) _— _ PROJECT NO. 04-06 OtCK v[jY;_ Nn `:CU: 1 BIT . 1',OI I 1, tO Z DRAWING NO. STORE #33.50 — � a 12240 SW 5TO[,9, � � 10860 S.E.OAK SIT. Cr I�TNG �i�IGH - 121 -OI L A1�1F 1 # 5 �� - Mr CONDITION W/ SUSP. ACT. ------- --- --- -- - .._—_- ------- - -- __ . ANCHOR BOLT CL'G. IN T--BAR GRID _ IUI510N5 (VERIFY) - -_ - _ - CONC. FLOOR SLAB - - ------- - �_________— - __-- �� lyf NO. PATY 13Y P�C,0HON � >fl At t 4,� .� Ill 3474 Ji /!—\ ----- - - -- - - -- ---- �� NEIL Y. LE � - 1i 1 BEAVER EGON A F I - CONDI TION /� "f�'' `- ARCHITECT/ENGINEER REGISTERED SEAL Scholls Ferry Rd. 12240 BUP2004-00071 4 of 4 � 15 PARTITION WAIL -(TYPICAL) . 7 A-3 DRAWING NUMBER - 1 11 1 ! 11 NOTICE: IF THE PRINT OR TYPE ON ANY rI E�1 1 1 ! 1 1 1 1 1 1 I I I I I I ! 1 1 1 1I I ' l I 1 i l l VIIIII1111 ! 11 1 1 1 1 1 11 11 1 1 I 1 1 I I I I I I I 1111111 111111 11111111 I Jill 1 1 11 111 1 1 1 1 ill III 1111 1 1 1 1 1I1111 111 i 1 I 1 1 1 1 1 11 III 1 I I l C IS 6 g I 9 10 I11111 1 11 1 -1..J �C ,�ti l 3 X00 J IMAGE IS NOT AS CLEAR AS THIS NOTICE, �. -1 -- - -- 1 _ � - l_ - _._ -- l - -� -- -----L - - -- 1 - -- - 1 ---� IT IS DUE TO THE QUALITY OF THE _ ""'° �'�="= �'�` - _ - I -- ORIGINAL DOCUMENT S 67 Sti L�Z elz Z VZ E� I ti IZ U7. I 1119 8t Gi�IIIIIIIi llllllillllllll II11111I► III ► II1IIT 111II►�11 ►1�1 ��I�II�I��I�►�I ►111�1�11111�►i�lll