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8680 SW DURHAM ROAD-3 t rt; j. E,-15' 4 WASTE LINE TIE.',, 1 TIGARD � TG E,-'15r yANITAR'1 SEWER HIGH SCHOOL -'-- NEW 4' GOND SIDEwt.LK 1 s WIM CENTER 4 -i' ADDITION &� � •i. I-- -- - -- -- _ __ - --- -- --- -- '--- -- - - - - - - - - - � - - - -_ - -- - __ ---- -' - PROVIDE I&' TSI I REMODEL uu NEW CONC CUFid5 _ ' AND G1,ITtER - �-- COW, SUN PIM - • __ _ �4 PRECAST WALL* - 1 • • 4 • C:��='•=+=��- • i •'R I — AG PAVING FLTL,I 1 ! i boon 5w D[Jtil3Al1 !tU „ _ �. 1 � ( � iIGARD, UR 4722.3 • I • r a I -( -] >4 ;Q I I I TO ExIST 6e4 2256 • i { A .. I 1 I 1 .' AIT�Q 1►v mASE I I I I I f I, _� • I -, { T�' F. GONG. CURS UE TA I L �ATTO f. Al 1 SCALE . • •p' - __.__ � � t �-- - - - - - - - - -- - --- .- _ - w - _ - � I I�--_-_ _.___� � gI?E avA1 E TO CONTRACTOR I FOR "'W''E >D STORAG& AND .G'D 51 TE 1, O I TpL." ER TOR TO PROVIC E S I / FENCING PROTECTION FOR EXIST I ( CU DRI VEWAT 6. GOORD INATE I I EXACT L ATION Ii11T+-1 DISTRICT STOW+ G!4.4 N i \ i � ' - I•(r' I I D AMAGE B'r G.C. SHALL DE RE V OI F I PEI�OIVv L CURBb AND :>R!vr'wAT a WITH GRATE NEW 4' CONC SIDEWALK ' SLOPE/ I DRIVE o REMAIN VICE 5 •C` �\ I SLEXIST T REM _ (2'x2'x36')6TAKl6 _ I RELOCATE ATE 1 FILTER FADRIC a FIN 5H GRADE \ ( \ ,/ I I EI"tslD 12' INTO SOIL + ° 'I I -- _ arsssG:_ I EXIST IB. a i i 10'1 SET RIM AT ' r j I I ELE v IBS -0 1 J _ TIE TO EXIST. PROVIDE EROSION -- -- STORM DRAI \ CONTROL FOR T SEE DURATION OF CONS I NEW AGDITICIN I^� SIM, TO DETAIL THIS SHEET Ff ELEV.• 4' COMPACTED I - --- �01i 1 SLOPE SLOPE (MATCI.1 EXIST, ft 4.) GRA'✓EL SASE �� 0 I 5 T O R1�i INLET r TAIL - ' -- -. -r--T- - aXI�T. ER051 ON CON I ROL cONC. SIDEuJ L DETAIL � EYDRANT� .r 1 .: � � ' ! j � , �htAlhl6 °� t,LE -1'• E' - ---____ SCALE :'•1' D' --- I G REMAIN --*I-- -+ "T f L.18rDO -NEW CONI BLEND NEw CURB - i0 CURD GUTTER is IWITS• Exlb' . ... � NEW PAINTED - EXIST Glb r' CROSSWALK ExIbT GD. ` moi- EXIST GD ' EXIST. CONC CURD I TO REMAIN. -TrP. \ PATCH ASPHALT- -- --- - � --�'---------� C— - -- ��---=- —Y�� AND PAINT NEW -W,k 1 �J STRIPING '• ,,, SEE ., --- NEW 4' CONC SIDEWALK -- o.t'" �+ T}-- NEu; •�' --OND. 81::,EWA.-K . • ; ' rP I ` EXIST NARKING I -- • . I ' AREA TO REMAIN-- - ---- ----_- -------- ,, � • •-'--}--""CURD AND GUTTER I I ' • • • • ° • •° • •I ' ' --- � � In'x3' FIDERDD •` ° • , EXPANSION JOINT EXIST. STRIPING _--- -- ___-- _ TIC,ARD Tu ALA CONTROL JOINT GONSTRUCT (ON JO INT __ _ TO REMAIN �_ __ __ Al 1 SCALE 3'•' p' Al ' SCALE: 3'-I-O' ' l tgCHJUL ;[�iSTRiCT 13137 SW PACIFIC Hy'( T1GAkD. OR 97223 i I I I I 503-620-1620 >ai SARK*.G NOTES• LN-Fr- EL�.C>_ 1, GRADE ELE✓L' Ovs SNOWY ARE FINAL i'� a• -----'k-- - . - Z. PRCRADE OF-01L AT ALTO BLENC DI!TUNZED�AREAS .1NG E K S. _- ' ,. DE �� , *wd oN�w �, ARc� 1 TE CTURAL 51 TE FLAN RESEED F'ER SPECaFICATION ' + �\ > �'�, �;y •,,� �• �� A1 ) SCALE lili'.I'•�' 4 F'IROu V�IGE AND MAINTAIN ERASION GONTIIQ06 A' ARE✓+ IC;ITY cf TIGAAD O 1 ♦ �, `k. ;` 5 ELEvAT'C'N ,�, ¢tW POR iRES °vE' EOUAL TC IDE -®' Oh "�Arv>5. Approved...... .. ... ............ ( 1' Conditionally P,pprovod...... " ;n: "nl 3' 45' SR'P'ES - r-or w�ork a�4 5'ribQd 016,45LED ACX 1151L T' x 14' aC - aP- TE �� "�, ,�� SIGN FACE TO MEET U'T- 50114'ER - 1 \,, I ppRMIT[N(7�-`-1-FcAlow ... . .... O ....... .[ }: REQUIREMENTS OF ?. ` I .. STATE OREGON ��, `�\; se,o I_etler�'Attectl...... . 1 � CONC _51-A& Y BOL' SIGN TO 1 I PIPE I t I w *.-R EXIST. COt•1C. I N C SIGN 1 T.6 ' • POST -SEE ! \, ' ,x / ----nYl W COW.:. RAMP q�IGENNEWcu�e r ;, e3 ! - _ -- SEE ARG+1. Dottie tANT1�ExISTMG ! Dti1L OLSON WERM - 2'0 GAL Y. STEEL N : I NEW 5' O' WIDE _ PRIM! N., CONC. SIDEWALK �NIlW tpgITIOM-7 '"�_ i ! PAfi.T r �� !MAINTAIN 5ti I • • 0 w 1 r o ° r MAX SLOPE) I I 3M so MSM111161 sl_IID 0 y CAO4M ta'JNIG• 1/2 H C. �Y,1190E EXIST. PARKING a!till - PATCH A6PNALT PAINTED WHITE ON I �. \ ,l N I SIRIPAVG TOHMO 1 BLUE DAC CGROUND REMAIN JAL 113D� 0 (P RIC'PORTiONS TO �, ) \� - �� rAX 1903)273-IM ' 1 MAIC'., ADA - ' PCKOTING REGULATIONS! - + -T- j� Q - /� I I L NEW i CONI NEW 5'-C' WIDE Irlbrs I"ov t!rl SLOPE SURFACE I o4 f\<I NG1 5 T 4 L.. L 5 _ - CURB 4 GUTTER GONG. SIDM"L.K �- - Q+ __-.----- ------ 1 11 MAx. (PROVIDE �ci.L. I --- -- �Y WARNING AI 1 SCALE Irj'.1'-C' A1.1 SCALE: 1?8'- C' TAGTACE� °�IiIQF ' I . �,�19T CURE _SLOPE SURFACE �+!*�.�*_ TJ trpTE PROv!DE TACTILE WARNING- 1.12 MAX RAMPED WIN OACI-1 C AT TIRE NOTES: nlelol�1 _ I. I EXISTING SITE UTILITIES SHOUN IN APPROXIMATE a_OCATIONe 6� NOTE ELE., 186.02'- 100'-0' (,)N LRCM DWv6 2 CONTRACTOR TO INCLUDE AN ALLOWANCE IN BID FCR NEW Q 4pDl�G F1� STORM SEWER LINE TO ROOF DRAIN CONNECTION &WOWN ON H'rDRANT 11'►S^1 4° .5 E N L. A fRG E D F,4 RT I A L 51 T E FLAN 'rO TIE IL I DRAWINGS. INCLUDE EXCAVATION AND 1cITTINGtS -- Ta TIE L11�1E To EXISTING EIEWER I_II+E. 5(-ALF 0''` -p' - 3 INCLUDE RE-aRADING AND RE-SEECING OF SITE AROUND NEW ADD!Tic"''N ALL AREAS TO 19E RE-SEEDED 4 COORDINATE LOCATION OF Joe SITE TRAILER AND !'-!ATERIAL°S STORAGE AREA WITH °'C�-10CL D�9TRICT REPAIR, ME-SEED ALL AREA WITHIN TI..IIS L0CA*IO►1 �iFC,TECT ARE A9 OF EXISTING !°'AVIWx, SIDEWALK LAUAv ETC ARCTr�ITE('TLiRAI, y.f rv1 C" DAt-tACIE DUR!Nr3 CONSTRUCTION SITE PLAN S� F. E>(ISTING CONTOUR LINES SWOU1N ARE .4cf'ROxIMATE vERIFN FINIS&J VLOOR ELEvATION6 AT ExISTING BUILDING AND AT EXISTINr WALK ooA'CN AND REPAIR DAMAGED ASPHALT PAVING A' NEW C=ONC SIDEWALK AND C'JRM ti t #16811 011111;m Road "11.o8-uoI l X11+agr I of �q If this notice nppenrs cleaver 111,111 the JUN Q Z 2000~ tl, cry �Illlllledocument+ 111 111111liTsll n.11il[. 111icro�I;II'cd If II !.:. ;!, '; + i ! ;�I 1!I 1 i:i I II III II ;;il!i!I!4!I!I!�! ; !1!1!111;111! I(IIf1111 ►1 IIICN 'LMOE M CHRI t � al�.r�, _ IF I 111 I I I III !� I!! I II III! �1 1!1 I,!f 1) I l I I!II I IIID!I! !II'illll!!�li!!1 !IIIII!1!ill�!!IIH!!IIIII!{!!141111!tltll�Illll!Illllli!tIL'll!tii�lfifli: 'iII;Ln!1!III!;!"!1111!!{II!II�!!!;':411111;111111!l1 lt1 wIIIIIIIIIIII;,p, 1 .4 f I r a ;i , i r T10A D HIC F1 SCHOO SWIM C NT R RF ADDITION AND MOD FOR TIC ARDi TUA ATIN SCHOO DISTRICT 'Y 7 998 F RUA 7 r E)ESIAGN TEAM INIDEX VICINITY MAP INDEX NO 5C4, L E ARCHITECT: COVER TITLE/INDEX r DULL OL50N UUEEKE5 4RC4TET5 ARCHITECTURAL 319 5111 LU45N INGTON 5T. NO. 200 - - -- PORTLAND, OREGON 9 204 1410.1 BUILDING DATA/ CODE ANALY515 JAS" �ou�� A1.1 ARCHITEGTURA� SITE PLAN 1 (503) 22& -&e50 FAX: ('503.) 273-9192 41.2 DEMOLITION PL/:N Tiq and Nih School a 42.1 ADDITION/ RE1"!ODEL FLOOR PLAN =1e 9J00 5JJ rham Road 42.2 ROOF PLAN 99111 Tigard, Oreeor STRUCTURAL.... ENGINEER= A3.1 EXTERIOR ELEVATIONS A3.2 BUILDING 5EGTION5 `� r OTGNAL L d 4550C 1 ATE 5 A3.3 W4LL SECT IONS 2828 SE 11,45141NGTON 5T. ,43.4 WALL 5ECTICN6 1"(ILUJAUKIE, OR. 9222 A4.1 ENLARGED PLAN5 44.2 FLOOR F!NIsH PLAN T IC ARD ('503 ) (059-5913 F4X: (503 (052 -0(0ro8 A5.1 INTERIOR ELEVATICNS r A5.2 INTERIOR ELEVATIONS �'vcc'"`"` �• � 46.1 REFLECTED CE=ILING PLAN ' �"� 05WEGO �. ROOF ND EXTERIOR DETA3 IL5 g9w 48.1 RA z MECHANICAL ENGINEER= A8.2 ErT �IAI s ERICR DET411_5 48.3 DOOR, WINDOW t FRAME ELE,,/A,T�ONiS 6' x 1"I4NFULL (: URTI5 INC. 31'5- ' _ w � CI TY Of TIGARD . Approved INTERIOR DETAILS conditionallyApproved 10 00 511EEAvERTON � SUITE 31� " For only the work as described in: BEAvERToN OR. 9005W I PERMIT NO. p ill_ ^ Dt °' -1 I 1 L Sea Lefler to: Follow... (503) (o43-(0-((0l F-4,X: (503) �4� -5512 STRUCTURAL _ __-- _ -- I_ . Attach ...................... Jc�Address: 5 ;;. 2.0 STRUGTURAL NOTES GENERAL DETAILS "ll�� ` ELECTRICAL ENGINEER= 52.1 FOUNDATION PLAN 4 DETAILS -- Y 52.2 ROOF FRAMING PLAN a DETAILS CUNDIFF ENGINEERING 52. 3 STRUCTURAL DETAILS GRID F 8885 5111 CAN1 ON RD. SUITE 205 PORTLAND, OR 91225 MECHANICAL (503) 291 -7138 FAX: ( 5 03 01a P11.0 SCHEDULED, INDEX 4 LEGEND t-11.1 DETAILS a DIAGRAMS 1'12.1 DEMOLITION FLOOR PLAN - NVA� M2.2 FLOOR PLAN - r-�vAC t-131 POOL FILTRATION -ALTERNATE Nc 2 M t PLUMBING P21 DET"iCL(TION PLAN - PLUMBING P2.2 FLOOR PLAN - PLUMBING P3.1 PARTIAL FLOOR PL4N5 - PLU"BING ELECTRICAL i F_1.0 LIrSPTING, POWER 3 SIGNAL DEMOLITION FLOOR PLAN E2.1 LIGI41•ING FLOOR PLAN E2.2 POWER AND SIGNAL FLOOR PLAN E3,0 ONE LINE PCWER RISER DIAGRAMS AND SCHEDULES e Ihw' ki �.?` M _ If this notice a I pears clearer Ih;u1 the JUN 0 Z 2000 dbcumenl, the document is of nuu-an►al t u^.lily. I e.' I irnirrcifilntrt � , 1 `'I r; !jl�!jl!ljll!I!!ijliljlj!!i I{I{I{II1�1T j I�li!jlj!I!Iijll:lljijl i il !i I I �. ,lli: hili;; 1'111j jl�ilij'Ii ill;lji�lji;1 1111illi�lli1111 111111IIIIjIIi Ijl!!{Ij!Iil INCH M�tl[IN d/M111 �_ l ` � ( ( 11 11! 11 !!!1!1111 ! 11!1.11 11 i !11!1!!!1 I!!!!!I.11 111!1111}Ill111:11111!!1!) I!II!!lilll !I!l�1i111^!i III!{!ill!NI!IN1111111i11!!11111!1!!![1111!!1!!111!!HI!11i!;iill!11!,,:(ill11'!!;111111!!!i1'lll!I!!!(I!111!!I!I!1111!1Ii1Ni1!!II1111111!IllllllJilll! ' fi. .. ,. ,.. :.,. .. .. ...:,. _moi+ k .- �P?'.,.�"F,•4$� -.:.. 3.�,P. , 1'�+ "°a?�'w''� ,. "`' f?'�71!1 a. -, r i k t ( TIGARD HIGH SCHOOL SWIM CENTER ADDITION & REMODEL 4/000 zA DURHAM RU. TIGARD, OR 97223 503-88d 2255 E f. M' F' i1 i 1 Y - - SPECIFIED FINISHES WALL FRAMING - BOTH SIDES 2'x8' WALL FRAMING -2'x8' WALL FRAMING ---SPECIFIED BATT. INSUL. -T - -5'8' GYP BG --!��-- -- 5OTH SIDES SPECIFIFD BATT. INSUL_ C -- -3/8' GYP BD ON 3/4' 1/2' CE!TENT 5/8' GYP. BD. FURRING CHANNELS BACKER BD -- - I/2' CEMENT BACKER BD. I 0 Ib' O.C. -- - ACOUSTIC INSUL 11 _ 15 A -— STUCCO FINISH SYSTEM I K! --STUCCO FINISH SYSTEM P-LAM ON 1/2' ON ON VAPOR BARRIER ON PLi'WD �l.l I L D I NCS RE SPECIFIED ®ALLL SHTNG - 2'x6' WALL FRAMING __. - -- 2'x4' WALL FRAMING ~- SPECIFIED WALL SHTNG. SPECIFIED FINISH TOTAL BUILDING AREA. 13,940 SF (SNG_E LE/EL EXISTING AND ADDITION) 8' WIDE FND ! • >Y 1 -6' WIDE x b' NIGH 8',' WIDE FND. Al UNDER WALL - - CONC CURB UNDER WALL A16 - UNDER WALL. X11 - --------------- /AZ1 _ -494 EDT t, ---- SPECIFIED FINISH - - - UNIFOf�f'1 BUILDING GODS- 'ON 4UBGJ SPECIFIED FINISHES STATE C'c OREGON- STRUCTURAL SPECIALTY CODE -50TH SIDES2'x8' WALL FRAMING - -----2'x8' 'WALL FRAMING - / SPECIFIED BATT. INSUL. -!994 EDITION rBASED ON uBG! - CMU WAL.L -SEE - --I/2' GEMENt BACKER --'CMU WALL. -SEE ---- I/2' CEMENT BACKER BD. --- —5/8' GYP. 5D. TIGARD TUALATIN STATE OF OREGON- I1ECW CODE- SPECIALTY STRUCT DWGS, BD. BOTH SIDES STRUCT. DWGS. ON 3!4' FURRING CHANNELS BOTH SIDES SCHOOL DISTRICT (1994 EDITION) - SPECIFIED INSUL -------ACOUSTIC INSUL. • 16' O.0 AMERICAN NATIONAL STAnIL af7D SAFETY CODE ENISH WALL !EXIST. -STUCCO FINISH SYSTEt1 FINISH TO REMAIN) ----STUCCO FINISH SYSTEr1 ON VAPOR BARRIER ON 13137 SM PACIFIC Htt(Y ON VAPOR BARRIER aim. 2'x6' WALL. FRAMING - SPECIFIED WALL SHTNG. TIGARD, OR 97223 FOR ELEVATORS rANSI AILD - SPECIFIED FINISH 503-820-1820 'iCIFIED FINISH At',ERICANS WITH DISABILITIES ACT II _ �(-- � 8' WIDE FIND. �" 61/2' WIDE x b' HIGH CONC �- �- 8' WIDE x 8' HIGH CONC WIDE END. ■ !` ACCESSIBILITY GUIDELINES (ADAAG) - UNDER WALL A7 CURB UNDER WALL. --- --- CURB !UNDER WALL. UNDER WALL. ` A2 A7 Al2 Al � A22 t BUILDING OCCUPANC`'. G� �'�i - A --- ' CEMENT � i �' VE 2 2 1�1 BACKER BD '+ - _ _ —5/8' GTP. BD. - lit' CE'IENT 2'x8' WALL FRAMING POOL AND POOL DECK A3 - NUMBER OF SPECTATOR OCCUPANTS LIMITED AS NOTED BELOW TO MAINTAIN AN A3 OCCUPANCY 7.'X4' WALL FRAMING BACKER BG. l -- - 5'8' GYP BD - - POOL AREA: 3,268 SF - O,;CUPANT LOAD 18 65 PERSONS (AT 1,50) CMU WALL. SEE - -- ACSPECIFIED 5ATT IN 518' GP BG 5/8OUSTIC INSUL ` ' GYP. BD. 1 SPECTATOR AREA EXISTING BLEACHERS - 4 ROWS •21 FEET . 108 LF OF BENCH �STRUCT. DWGS r 1 1' -----LINE OF CONC THERE ARE 3 EQUAL SECTIONS OF BLEACHERS: 3 x I08 324 LF IOTA SEATING ON BLEACHERS CURB BELOW 2•x8' WALL FRAMING ---- 5/8' GYP. BD. ON 3/4' a I SPECIFIED FINISH o +a SPECTATOR OCCUPANT LOAD 324 / 18 INCHES PER SEAT . 216 SPECTATORS SPECFED FINISHES -- PROVIDE I/2' FURRING FURRING CHANNELS SPECIFIED WALL SHTNG. -BOTH SIDES. CHANNELS • Ib' OC. Ih' UG. 216 SPECTATORS • 65 OCCUPANT LOAD IN POOL • 281 OCCUPANTS. • CONC. CURB. -'STUCCO FINISH SYSTEM �_ -2'xb' WALL FRAMINCa THE EY157ING SPECTATOR AREA IS S[.P.:.RATED FROM xiR- TWE POOL BY A F' EG AILING ! _- - 2'x6' WALL L FRAMII pN VAPOR BARRIER -- ---ACOUSTIC INSUL. REt-,AINDER OF POOL DECK WILL BE STRIPED OFF AND NOTED WITW SIGNA61F 11 -. - -SPECIFIED FINISH THAT DIRECTS ALL SPECTATORS TO REMAIN SEATED BEHIND THE RA LNCs ! _ / 8' WIDE FND, 1, � �' ---- 8' WIDE_ FIND / • /�--- 5'17' WIDE x b' HIGH GONG OFFICE AND CI_A99ROGM: E2 UNDER WALL, CURB UNDER WALL. ? UNDER WALL. r _ 3 _. A8 A 13 A23 UL CONSTRUCTIC3N TYPE V-N (NOT SPRINKLED! J u--------- '.. -- -- - - - OLSON WEEKES � 11 0 M 1 f O O f • 15A51C, ALLOWABLE AREA. A3. 6,100 SF. E2. 9,100 SF f II .� >�" 1 - I/2' GEMENT -- 2'x8' WALL FRAMING BACKER BD. 119 SN WA911KTON$1.►10. 200 AREA INCREASE YARDS ON 4 SIDES EXCEEDING 40 FT . Imp: CMU WALL -SEE -11 - J � - I.r1' PLYWD SHTG FORTI.M.OR 92204 STRUCT. DWGS --- SPECIFIED BATT. INSUL I ^a ALLOWABLE AREA: A3. 12.200 3F — -_-- SPECIFIED FINISHES j -- 5r8' GYP BID - 518' GYP. BD. (boa)226-6950 -BOTH SIDES -- I- TAA(503)273-9192 E2. 18200 OF. 5/8' GYP BD ON --5/8' GYP. BD. INSUL. 2'x4' STUDS (TURNED ig PROPOSED AREA 43. 9,411 OF (EXISTING POOL AND POOL DECK FLAT) • 16' O.G. 1/2' CEMENT BACKER _ _ _ SH SYSTEM PLUS LOCKER ROOMSBD. BOTH SIDES 1 -- —2'x4' WALL FRAMING ST VAPOR CCO IBARR ER ON —SPECIFIED FINISH E2. 2,44C SF. (CLASSROOM, OFFICES, SUPPORT SPACES) ` - SPECIFIED FINISH 2'xb' WALL FRAMING 2'x6' WALL FRAMING SPECIFIED WALL SWTNG. 2'x6' WALL FRAMING DATt 02-27-98 a ' / OCCUPANC"' SEPARATION: NOT REQUIRED BETWEEN A3 AND E2 8' WIDE r 8' HIGH CONE b�t ^7' WIDE x 6' WIGjH GONG. 6' WIDE x 6' HIGH CONC. `' �. A t CURB UNDER WALL - CURf3 UNDER WAL L. - --- --- CURB UNDER WALL. 7os� 97055 _ 4 A9 A14 A14 A24 _ �^ x naA•n ter TJ ' CO"li"ION 4T1"i05f=> 4ERE GEMENT r CNLCKED sY Kf BASIC ALLOWABLE AREA T,5mE7 5<aFT -!@ BACKER BD .� COMPENSATION AREA FACTORSTALL CONNEG'EC 'O �E^ITF?AL STATION GLARY-t -- - ExlSt WALL -N2' PLYWD 5HTG. - - -5/8' GYP BD ncvlsiol� ,.1 t BOTH SIDES + xt IONIZATION DETECTION: 3�p —-- - 5/81 GTP BD, 518' GY F. BD. p,t SMOKE DETECTION: 250 y 2'x4' STUDS (TURNED -- -ACOUSTIC INSUL y FLAT) • Ib' O.C. 2'x4' WALL FRAMING 2'x4' WALL FRAMING r k+yrf '°", ._ TOTAL (SUM OF ABOVE. 5 50 TOTAL ALLOWABLE AREA- 1.5000 5.50. 41,150 SOFT 4 �, TOTAL BUILDING /,REA' 13,944? BQFt r SPECIFIED FINISH -2'xb' WALL FRAMING -• 2'xr,' WALL FRAMING LESS THAN 41,150 OK' _ '~SPECIFIED FINISH r ENTIRE BUILDING WILL SHARE CONE COMMON ATMO`3PHERE f - G 1 GP CUNC, CURB UNDER WALL, A10 ----� - BUILDING DATA CODE ANALYSIS UB�� TNr PES - SEEFLOOK FLAN 5HEET 42.2 AN ,44.1 N 4':1, �o '�9 [• t�.''_ tR '�{ 4 1.!� 177"+' "�'#�*� �,� ��'� y � S SIT 98-00 1 1 Page 3 of 23 :�> - .fir► 'i1w�'�:` ,. . 1f this notice appears clearer 111111 the JUN 0 Y 2000 r ell mcnl, Ihr document is of mar 111:11 c uglily, ... r , � K 1 � � 1111CPO�l�illl'l - 1'�i�l�llijl 41'' 11 j !:� I I IjiI !'111j it ii(j) f'ijlllill�:ii I'IlljlilMAD!1M CHIT T --t9-"Ti-�`ti• � 1 I Il1i11111!i I !lllill!!IIIIIII I I IIIii1j II II 1!11111!1 I!i 1!! 111141 II 11111111!!il!!1!1 l.l!!!ili!LI!!!Ilil!!1 !I 1111 f!IIj!111114!11!II11!!!11!H!!!!!!I 111111!!jltl!IIif�Hii,f!il1l:1!kill)!!!!kll!I�!!!'.!11f11!!;!IIIII!;!!!!;!II!I"II I!IIR111!Ilfj11111!IIIiIIL' _. L,H .._-. I_.L._„ lL,.-._.,_...__,..1. __ ' t. ...,..-.�.,J.-..-.-." ...... ..:•.w:....u.Slu-. ... __,._.:_. —......aw.-.,.-»_..—_u.t-...—..u.e..a--....�....v. ,-.L.._..,__ r. : • 2 F 1} IWN Ir I TIGARD TO EXIST. 5ANITARl SEWER EXIST 4' WASTE LINE TIED HIGH SCHOOL --- -- - NEW 4' CONC 51[-)EWALK: --_ I v I 1 SWIM CENTER ._ — - - - - -- - - - -PRO V RDE 18' 3Mc�OTH ' ' b t ! .4 Bang . -m' GG r r � -�� ADDITION -- — ---- NEW CONIC CURB " I I- ( _ REMODEL ------Ilk AND GUTTER It GONG SUN DECK a • a • ' ( I ' I 1 PRECAST WALLS - a a I =L=___- 1` -7• L4 - /4 AC PAVING -PATCH , 1 t \ f�000 SW DURHAM RD e R ;a TO EXIST. ' I TIGARD, OR 97'223 • , ( I 503 684- '2255 ED - I ' I I I I � . Idc • 1 I EX15TING BuI_DING I I ! �D � I I t - 4' COMPACTED I I u GRAVEL 15ASE EXIS� I � t I I I ---•� \ 3 TYF. GONG, GARS DE TA 1 L r t I - _- I I � I I �REATTO RIMING) k.81.1 SCALE: I Irl .I•D ' l] I I FOR MATE IAL 5 STORAGE AND JOB SITE TRAILER ONTR.aCTOR TO PROVIDE \, I I OR EXIST CURBS N DRRIIVOEWAYS.TECTION FOORDiNATFE EXACT L ATION WITH DISTRICT ` - --STOP 1 DRAIN \ L CURBS WITH GRATE I I I I DAMAGE MAGEN BY .C. 5o4ALDL BE(RESTORED. . I ;:LU) 4' GONG SIDEWALK ' ��' _--- 855 - EXIST. SERVICE ;0 -(2'x2'x3•b') STAKES ._..____.._-_______ .___._5 -®___- I , I i ^ .\ SLOPES I i DRIVE TO REMAIN FIL'.'ER FABRIC -- • • I RELOCAT!: o , • FINISH GRADE I /� EXIST CP,. ! EMBED 12' INTO SOIL I • M AT a I I I a) ll SET EELLE !85'-01 I r l a i PROVIDE EROSION - TIE EOITo EXIST. S • . ._. ✓ CONTROL FOR / DURATION OF GON5T. I I � - IM T TAI •rj NEW A,DDiT.CN SEE S O DETAIL FF ELEV,• 186'-m THIS SHEET SL 4' COMPACTED I /MATCH EXIST 'SLOG) SLOPE_ �\ I GRAVEL BASE . T - ST0fRt%1 INLET 5 EfR05ION rONTfR0L 4 GONG. SIDEl,U,4Li'. DETAIL I I _ -- -,- - EXIST CU 1 I I.. . J REMAINS Al 1 SCALE ;'•I C' - 81.1 5G2F..E 2'•i C' _ fL.Id1D?JPJ I NEW CONC i 15LEND NEW CURD r CURB 4 GtjTTFR I ,LITE+ EXIST �- NEW PAINTED EXIST. C8. I CROSSWALK -EXIST C.D. EXIST. C.D. i EXIST. CONC. CURB TO REMAIN, -TYP. \ -- -- 3/8'R ' I PATCH A5PHALT - AND PAINT NEW e�le R STRIPING • i SEE -- '^` -1--' 4 - r -NEW 4' CONC SIDEWALK ktq) ---- 4 I/�' • NEW 4' CONIC.OIDEWALK ; ~- i'?F t' ( - -----`-- ! ---- -- - ---- EXIST. PARKING • .- ' j •°, �, e `� x .. CUFaB AND GUTTER i i II � �. AREA TO REMAIN • • a • r 1 •o 1/2'x3' FIDERDD EXPANSION JOINT i I t N T TION JOINT - EXIST STRIPING LONTROL JOIN 1 - GO }�'1,1C... To REMAIN 81.1 IN gC;ALE 3'•!-m' n' ? SCALE 3' ©' TIGARD TUALAT 1 r SCHOOL, DISTRICT I 13137 SW PACIFIC HWY TIGARD. OR 97223 5q3-820- 1820 i ('2) 'NO PARKING'----- NOTES PANTED 1 ELLOW ! GRADE ELEVATIONS SHOWN ARE FINAL. L ,��• ��• '. I (� REGRADE AS REC:AJIRED TO BLEND NEW AREA WITH EXIST. \\ �Jlrl \ c+ 1 �C}"� I T T A 1. �J I T L AN 3 °'ROVIDE TOPSC L AT ALL D15TU1��D AREAE AND RE-SEED PER SPECIFICATION. 2282 4 PROVIDE AND MAINTAIN EROSION CONTROL AT AREA VE *\\6) \ \ \\� \ `, \` r•1 ? SCALE I/Ih'•I' m' \\\\ OF WORK FOR ENTIRE PROJECT 3' 45' STRIPES ELEVATION 186'-V Ig SET EQUAL TO 100 -O' ON PLANS [DISABLED ACCE551B'L T f • 24' OC - WHITE \ SIGN FACE TO MEET WITH BORDER !\ REQUIREMENTS OF �j I �• r STATE OF 7REGON 1 IN \� • BOLT SIGN TO I .� NEW ENTRY SLAB PIPE \` ��\ - IAl600� AT ENTR1 EXIST. GONG. -- HC SIGN A TS ---- -�- __— �, �--- WALK g POST -SEE _. _.._ NEW CONC RAMP SEE ARCH DwG5 ALIGN NEW CURB ---- _ It �I 83 - WITH EXISTING , - 2'. GAL,., STEEL e \ C` NEW 5'-m' WIDE-- -•- I � � DULL OLSON W�,�,KES 1 PIPE - PRIME 4 I �\ CONC 61DELUALK h_dl! ADDITION - _ ` PAINT cr.', (M,�INTAIN 5'R --- I' — SSBI w w e w I • e e r • - - --C•ROUN CONC l�' MAX SLOPE) / --- _ _ _ • ` --- v9�w M�s+�crrin sr,Ro tra __. HC SYMBOL..._.__ - _-_ __ EXIST. PARKING � --j -PATCH ASPHALT PAINTED WHITE ON STRIPING TO 7YP r _- PCwRAnp,11R 917(1- 7 BLUE BACKGROUND - I ��, REMAIN I88m0 181 N (�)776-6950 (PROPORTICN5 T,,) !D9 114HP)Q! � MATCH ADA 4 � _ ' CONC. SOOTING REGULATIONS' - °� - --- T-F _ -_- -_ -- -- _-- _-- -- -- - _-- Ir,> (5(01 27)-9"2 _ I 1 i _ I'Arr 02-27- 98 ' �`" •+ t 1 . -- L NEW 1' CONC -NEW 5'-m' WIDE 1988 j ISd�D �!ei�lE 102 MAX (PROVIDE 10R 0 97055 - ------- ----- --- ,�__�__ _.- - __ \-SLOPE 3U ARNINCUIQ! 1 t3UT?ER LONG. SIDEWAt_K �"^-- "-� _ _ SCALE. 1,V-I-m' `.1 1 5C:ALE I r''• C' . - 33'-d'e 4) IZ6 -0'! i4-...._--- TACTILE WARNING TO EXIST CUR® - SURFACE NOTE; EPROVIDE DTACTILE ET ARNIW SLOPE SU�ACE nann+ er TJ _ --- -- ! IZ May CHOCKED BY KJ ' 4 RAMPED APPROACH -_-.- ..'.4 NOTES. - "' 1, EXISTING SITE UTILITIES SHOWN IN APPROXIMATE LOCATIONS NOTE ELEV. 18600. 100'-0' ON ARCH [)UDS Z. CONTRACTOR TO INCLUDE AN ALLO111ANGE IN BID FO7;? NEW STCRM SEWER LINE TO ROOF DRAIN CONNECTION SHOWN ON E�I" ,,A�/-E C) QA FRT 1 /� �_ tom, I T E f L ;'4N TO IE LIN [DRAWINGS INCLUDE EXCAVATION AND FITTINGS I �I `...F j../ I t-'t �/ t0 f1E LINE TO EXI>3TING SEWER LINE Al 1 SCALE !!8'rl' 0' 3. INC_UDE RE-GRADING AND RE-SEEDING OF SITE AROUND 'JEW ADDITION ALL AREAS TO BE RE-SEEDED. 4. COORDINATE LOCATION OF JOB SITE TRAILER AND MATERIALS �. STORAGE AREA WITH SCHOOL DISTRICT REPAIR/ RE-SEED ALL AREA WITHIN THIS LOCATION •�, 5 PROTECT ARE45 OF EXISTING PAVING, SIDEWALK, LAWN, ETC. ARCHITECTURAL v FROM DAMAuE DURING CONSTRUCTION. SITE PLAN 6 EXISTING CONTOUR LINES SHOWN ARE APPROXIMATE. VERIFY FINISH FLOOR ELEvATIONS Ar EXISTING BUILDING AND AT EXISTING WALK r 1, PATC14 AND AT EU CONIC. SIDEWALPAIR DAMAGED 4Nr CURB PAVING �. 14t,R0 I)urhuln IA ;'d SIT 98-0011 I fit' 'S I If this llotice appears cle.u-er Man the JUN a Z 20� d cunu•nt, the document is of ntar2inal quality. 111110-4111 lied Ililllllili'!;�II;!jillli 1111111111;111 TlTrit(11 illl!l,;j r �iltrIII I I I ► ( Will ;II,Illltll'IIIIIrI ,, 1, I li 1 I Iii iillil illl;lililll I !I INCH M11D[IN-1/118 _ _ _ _ ,r ew — I. I 14 —TT— �— ...1• 1 1 1 I i /11111/ I ILII II Ili 1 III I 1111!'1! I II!!IIIII!IH I!I,'^IlIIl1II1111111!!!IIltlll!!I! ! II 11!!1!!111!!! I! I !!!!!!! !! 'I!' ' 1 I l 1 �I. .I, IL,•111 . I I 1 _ _.._.._. _! _ _ . 111111/!, , II 11n In III! !!!tl� 1�1!!I!II.,f•!I!IL:: IIIIIi,,, „I!!I!,111,1111 F 'dM' lyi,•;' 4 J '1 • 1A CNV t �i Pt f!I � f < c ice. .. .. .. .-.-. _ . ..,•..:. ,,.•`� •: r _.. �..1 ,-a•, ^W'�• ,��'1 'Jrr.. .... x-. .,___._.._ _._r....,....itis_arL..Larrx.v,xru—._..,.._._..ter-..u. - n .._.a.1 ^dtllYiYa..CL,15 fIWOJ�'.,'.�s� ,�J U; y .I TIG ARD � � - --- ----- ----- _ _ �- - --__� HIGH SCHOOL SWIM CENTER ADD - -=-- - ---_-_ - -- ---- I REMODEL 9000 SN DURHAM RD TlG�ARO, ON 97223 p 503-684 2255 Ir , I III GI:T ANG REMOVE GONG SLAB .5EE 5TRUCT DWG5 III , I III ALTERNATE Ali !� tJ _. REMOVE WINDOWS FRAME AND CONC 51-48 PREP TO RECIEVE POOL NEW FRAMING UNDER ALTERNATE I � I j SUN C ECIC T; _ C� 15 T (10 1- -'7- li dl �� II II II l 5TOR I \J 5*t T STORAGE FAN BOON u Il I22 03 T_10 0�\ I i 14 V 7 i/ / � 1n -- EXIST SIDEWALK M ` _ I OFFICE M / TO REMAIN \ G1RL'0 DREb61N15i IYM. i_ ..i _. I BOi 'S DR!lllblhit3 tlN. / / - 1 c2) MEG✓-+ ROOr'I 1I (lr' ML I / 10 II 74 III 1 , 21 11 �� 6 GHLOR!NE LINE OF DEMO'ED SIDEWALK 13 I III - - — - _. .� I — �I ► -w I — _ _ - -•1 ��/ 1107 EO'REMAIN ONC DRIVE I � � I I TIGARD TUALATIN SCHOOL DISTRICT I I _ .l 13137 SW PACIFIC HTIY I I I TICARD, OR 97223 503-620-1620 I I 17 I I I Ater, ! 1182 L`. : ON ' I I _ _ — J -- - - _. _. __ - - _ _ -- - -- - - _ _ -- -- - - -- - -- -- - _ _ _ _. _ -- - - _ - - _ _ {I i I � }.� * I t C II 20 ; 70 AfRCkTECTURAL DEMO O E5: - �n'� SEE SPECIFICATION FOR ADDITIONAL REQUIREMENTS 3 5EE "EC14ANICAL AND AFOR ADDITIONAL DEMOLITIONS FORADDITIONAL DE CLIT ON 2 SEE M 4 ALL DEMOLITION SHALL BE COMPLETE TO ALLOW FOR NEW CONSTRUCTION DULL OLSSON WEEKES y AND/ OR INSTALLATION OF ALL NEW WORK WITUOUT FURTF-ER DEMO WORK Bi SUCCES51VE TRADES 19 5 COORDINATE STORAGE OF SALVAGE ITEMS W!TH OWNER ► e w 1 t o t • OREMOVE FLOOR FINISH AND CONC FLOOR SLAB it REMOVE SUSPENDED CEILING 3195WOWGIONST wi 2M PORA kN) op 97701 OLINE OF DEMOLISHED GONG FLOOR SLAB (SAW GUT) 15 REMOVE STOREFONT AND CONC. CANOPT ABOVE (503)226-69% �3 REMOVE PLUMBING PIXTURI_S AND SAVE FOR RELOCATION 16 REMOVE BIKE RACK FAY(505)275-9192 OREMOVE SHOWER FIXTURES (SAVE FOR RELOCATION) AND CERAMIC TILE. (REMOVE TILE AND GROOUT GOMPLETEL` 1 REMOVE CONC. SIDEWALK FOR INSTALLATION OF NEW MATERIALS) a REMOVE EXIST, FRAMED STORAGE BLDG. 0) D REMOVE FIBEA'aLA35 WALL PANELS AND ALL AD'AESIVE -PREP. TO INCLUDING F1`JD. RECEIVE SCHEDULED FINISH (TTP AT ALL LOCKER ROOM WALLS), 19 GUT AND REMOVE ASPHALT PAVING -SEE SITE PLAN D.rs 02-27-98 �6 LOCKERS TO BE RELOCATED. -REMOVE. STORE AND PROTECT -- 20 CUT AND REMOVE CONC. CURB Jon A 9'055 �— O FEMOVE BENCHES REMOVE. STORE PROTECT ErIgTIN REMOVE FU�RING OTELE�HONE. REINSTALL AS �uOW O N DWGS DRAWN BY TJ3 _. _ — — _ — _ — _ — — - - 9 REMOVE CASEuIORIC 12 REMOVE PLUMBING FIXTURES I CHECKED BY I 10 REMOVE CMU WALLS 13 REMCVE GONC. CURL .`:":G 'mARKING 51-RIPE 11 REMOVE CONC WALL 14 REMCVE STORE ANL' PRnTECT EX15T DISPLAY Rtvtslolls 25 REMOVE CERAMIC IEFLOOR D CASE SER REMODEL PLANS 11 • RFMOVE FRAMING PROTECT MECH DUCT) TILE ANGROUT C^F"fPLETELI — ——— — — — — — — — -+ / -----_ _ _ -- --- O RE1"1.'�VE CARPET FGAR INSTALLATION C*: NEW FLOOR SURFACE MATERIALS l 1.3 I I I l DEMOLITION PLAN r� a IDE OL I T I ON PLAN A1.7 SCALE I-rA'=I m.' , o 02 `- At go I)urham Rand IS11 09-0011 I'ncc S ril 's . : .. If Ibis nnlice Ippears cle:lrer 111,111 the JUN02 2000 y , a Ri I 1 dOruml�nl, the dncumcnt is of m:u• nu11 t uality. Illicr1)Iilmcd �k7 f . I I (iy I r. 1. r 1 III i 1 1 n li;l r,Inr, �r;rl;';: ii�;ln illi I uIn I I llll�lllll!Ill.l�l�l)�II��!�t,��.11�J!1.1�1111 {Inll r.I 1 !I �in 1 1 11111IT ' Jim ."11 h 5. I'• 1 1 f 7� min I TIGARD HIGH SCHOOL S WIM CENTER EXISTING SPErTATOR ADDITION & SEATING AREA TO REMAIN REMODEL - -V_��'rJ. :'Sd.1.'�1}.,l�dC.'•SY..P}•' � �SOGOli64(' . •'A�1CDa�.'' —1�--�--.—'��-- - / goon SAY DURHAM RD ---- — --- -- ---- 1 -- -- / /� TIGARD, OR. 97223 503664 / 503-884-2255 EXXISSTIW3.II GATE EXMT4. PIPE RAIL ROLF To REMAITOLER GATEATE t -4. 6 G ;NDICATE5 'NO SPECTATOR' - _--_------__-_—^ // NEW COC. 61I-'A'111111 1 OTORAGE ROOM 5EE ZONE REQUIkED TO MAIN AIN / -L,T._—_�__� ____� �_ —Y_— .�� —^_ OvNE -EAT" NGY 43 OCGUFA011NER TO Tt,MdLALM) ECK EQUIP. C) i, U ALTERNATE M ROVIOE APPROPRIATE �' / i STORAGE P STRIPPING AND 51GNAGE POOL / II EXIST.Pull. DECK / N -F1 a NEW cc>Nc. _ FLOOR $LAD INCLJOED INALT 01 f " OFFICE - A I ---- Q®e 111 0 - c 9 i c f - ' D�9 1 - l / r��nvvz r c I �. .. fr J n�mcrxr-7 :�a._- ::r*�vs �•a ° 6 .. •a ° ____ r�✓1t' __ ' MECN, ROOM SEE SWEET A4: SEE SWEET A42 �I 106 FOR FLOOR DRAIN'S Q �J1 � FOR FLOOR CRAIN5 AND LOCKER/ A AND LOCKER/ i; 10 •P>• E' -- -- -- --EX19T. DRIVEWAY BENCW LAYOUT —_J ADMIN b -,,• BENCW LAYOUT. ti — f'EG TO REMAIN. -� A a Q ,! Y a. GIRLS BO 5y�f•. 3 LOCKER RM. °ef LOCKER R1. 9 112 b'•m c y 109 t pp' STORAGE A _ �, A p 105 FOE-C C all c L_ F.OE G 4 A A4 � e 6 -4 �'-5��4__ 9 -® 't -•1 p• 14'•61,• e' �. -.r• � b'-4 e' 9 QA: TIGARD TUALATIN A Foc SCHOOL DISTRICT F O.C. s e a CORRIDOR �? in -- — -- — CORRIDOR A Q D 13137 SW PACIFIC HWY. _- TIGARD, O 97223 } `� li-- -- --- MENS —` R,503-620-1620 i STAFF 1 , 118 102A OFFICE COin Q \4 LOCKEF� RM 11 LOCKED 1„ RM 102 11 104 ' , !13 1 FAMILY A (� ! 5 fr, 9 JANITOR, I I � n ROOM L., I ENTRY [� D®B � el'A _A I JANITOR . `✓`_ u. I, A I I c '/'�V�\/� p c f r,. 1 - ST C � Af IAA FEC -2 1 1y, •�' 4 ,©�¢-. ti 1. AI .._ — ( �T N XMEN'S 0 119 �i `�. 0 F Oil VU CLASSROOM t 1 A STAIR/ RAMP P SLOPE DN 61 Q O A 120 I 1:14 MAX. I f)I 111 RAMP SLOPE 0 1 ,� l9 c �«. MA F .n .o.c. � DULL OLSON WEEKES - - -- --� A 1:6C"IT LINE — � •— �,. VE 319 SN NAWM TON)f•W 200 F 37'•8' 14,•3. �� •b. 6 -3. aal+nAno.an 97704 (50!)726-695(1 d` 4b'•II' 4g'•9' FAX(505)271-9192 W DAIS 02-27-98 w IL U. U LL 4 JOB{ 0 97055( 5 4 3 2 1 _ - P r' DaA11M by TJ � • LECsEND: cmx m sr KJ NEW STUD WALL — ` + REYislolf9 _-_------- ADDITION/ REMODEL FLOOR FLAN e'xe'xtb� CMu A? 1 SCALE V8'.I'-D' r-AST-IN-PLACE CONC. c EXIST WALL TO REMAIN 1 A A • ADDITION/ �f REMODEL FLOOR FLAN r+ IE `t 1 A281 I f 1-k10 0whem koad 7+"4�Y ;; tillIm-0011 1� I +` f'nge (i of 25 If this notice appears clearer 111:111 the ,TUN Q 2 20 omen!• the doe1111lent is of nlarKin:11 quality. till Cl'o',iItiled r F 1�Ili IfIN{lHlljl''!LMjAD[ ulI.n�rlr(l I1lt1li1;111 'I 41 iji!+jI+l'j; !1 j!;i Ic'i 1 CI itI qt1 iI lIkL'1;it II!119I191!Hifi!Il -r-T �ji'ljllill!Ii!!j!!I'HI{j!"lj!.1!1i1!�!!i!!f!ijli!iI!'tlillt.l.ij.jii�ilil�i:l;l;.:I;Il;;I!I!"�IIIjIl_Hljl!!l!!�1I11j1i1',l!lli;l!!111I 1!!11Ii!!_II11I!.�.I.IIjICllIIl!�;!,!IJ!fjI'iI !j— / 117 !i!jlll!i�f iIIIlllIi,111111I1 '!IJ11I1 . llIl�{ ( 9191!! I r,. ,11.,11,jn IIfIII,I: 111:,, in I ILu.., . I 1 SII y hh ,a.l :ni.f- ._ � �a.�Y:.::..'.:..»e.r.ay:i•lM.jy" '..:.y ,. r....ti.... .. .. ... ' •�.,a.�'du -`•—'-_' — s—ss'=�_.:1�7�ru..ff.11:rW�$..-�du:i:t,:L,u �...:,. �.....:_ - ..._.__.. __.___...._...�._..r..�.._.—.,..�._._...,.,.,�.......�....-..,-,,.-.___..._�..,—_-.--.y...v......-..,�=:v.:� t TIGARD HIGH SCHOOL SWIM CENTER ADDITION & REMODEL I 9000 31M DURHAM RD TIGARD, OR 97223 I F,0.3-684 225 I I I 1 I I r )T' ►F rROOFGE!K SCUPPER THRU WALL (ice — TYP FOR 2 SCUPPERS A r - 6T Rc:C r.c; 1 SIM STORAGE ROOM 5EE ALTERNATE 01 i 5 / AT SCUPPER I f __..... gt;!LT UP ROOFING ON RIGID INSUL CN I METAL DECK ALL WORK INCLUDED ( IN ALT 01 . I I I 1 I I ZEXIST. ROOFING ExTO REMAIIST EXHAUST YExIST ROOF (� FANS HATCH F 5- SK` .. G« T - EXIST 9K'YLIGHT EXIST 1501LER FLUE TD "^N. 3 -C' TO E X 9' ROS INC 14 1 I 14 SIM. OH — — — -- ---- - —.� - -- F F.O.E C. �CE ,- 4 SIM a CONC [SEAM % SEE STRUC'r DWGS. /BUIL T-UP ROOFING SLOPE T.OD. IIID'-3' ROOF DRAIN ('� SYSTEM ON MIN 6' _.�_ tOJ1J. 113'-l'_ T,pW. 113' 7' A SCUPPER L I RIGID INSUL. ON - -- _ SEE J FIXED WALL METAL DECK— 11 T.O.W. ll6 -3' TIGARD TUALATIN 1 LADDER ------------ TAD. 114'-1' r.' Al SCHOOL DISTRICT F O.G. E E F.D.G 1`1 BIM. -- --- O \ 11 TIGARD, 1. 97 SW PACIFIC H1In TIGARD, OR. 97223 I.OD. !13'-4' I SLOPEe. -- 0 TOW. l J � 15 1 TYP. EQUIP. SIM CURS SIM A 1 TAD. 114'-9' Foc U 2282 --, _ aaaaa��a � J TAD_114' r_ T.O.D. 113-'-I' •'f ROOF DRAIN �.--DUILT-UP ROOFING 1 A °,CuPPER ❑ SYSTEM ON SPECIFIED TAW. IIb'-3' SIM R �A G , 5EE RIGID INSUL ON ROOF FRAM WG - rAD. 1I4'-�-� -- FOC � :i �7 OF CRICKET /� -- —. -- -__ __ B F-1 R _j ROOF TOP MECH. EQUIP _ `.,L0PE T.OD. I'3S' Al d SIM TAD. 114'-3' F.o.c. DULL OLSON WEEKES T.O.W. 116'-3'_ 3I9 SII WAi1NICTQI SI,NO 200 PORTLAND,00 172N (503)225-6950 FAX(503)223-9192 �■rw t) U U V U 02-27-98 uii u u u 2o1 97055 - DRARN BY TJ NOTE! cwro BY KJ 1 TOD• TOP OF ROOF DECK SURFACE —"— 2. REPAIR ROOFIW5 MINIMUM 3'-C' .:ROUND NEW rIECLI PENETRATIONS (NOT ALL ARE SHOIUN THIS DRAWINGS -SEE MEC-LI DWGS Rtvlatolts -- t ROOF FLAN SCALE. I/B'■I'-0�' ROOF PLAN A2621 dr `!I,BO! urhan,!toad til r 95.0011 r $ Page T of 25 r iA� If this police appeals clem•er Ihon Ills JUN 0 Y 20M '� dOcumrnl, the document is of nuu•gill qua'ily, f111C1-off Il1Cd � •�,''' I�III�I�I�I'I�i�ill�l�� I�III�III�(I �j�j�j'I •.r I f� :' l�flli's INCH MADE IN CHWA I'' ;- _—r _ 1 _7 vDH �I�- jl I u, u��i •n I'I{11!1 iIli_l.l l�ll�l.11 +I�III!+!!II!+!II!li!II!II+I!llt�llf!!!!!l�111!!!!!!�!II!t111�i!. ! �. � I 1 .. ^@'F,.: 7:.. Ta.+n, ,. .:. :.. .. w"�F'e-9F'•*. :. .:. .. 9� �A1f1� .. :Y>'"4'6 SI ry ."�.T. .._ _ 1 .... 1 TIG ARD HIGH SCHOOL SWIM CENTER ADDITION & REMODEL 9000 SW DURHAM RD TIGARD. OR 97223 503 884 2255 --NOTE THESE CONTROL JOINTS OCCUR AT TRANSITION FROM CMU 10 FRAME WALLS A) c TD F --SCUPPER -SEE I II GONG LSE TON ELEVi IIb'-9' -SEE STRUGT. V1165 I • TOP OF PLATE - _.—'. _ ----- _ ELEV: 113'-l' T loll STUCCO FINISH ---- TC)P CF PLATE EXPOSED GONG __.._----•--- _._-.w_._ .._...� - �� _�Z� r 1 NEW SIDEWALK SEE 51TE PLAN ELEV: 100'-V' -•— - ----- -- FINISH FLOOD I I ALTERNATE 4`1 EXPOSED CONC.� L _ _ _-„._....__ STUCCO FINISH ON AT NEW RAMP CMU WALL 5OUT�4 ELEVATION '7 .SCALE: !r8'•I•0' — --� 4 5 4 3 i . TOP OF PLATE �`- il` 1 1 I � w EXIST OVERHANG 3i u' --�EXIST. BUILDING BEYOND ,, >w BEYOND T-4 STUCCO FINISH EXPOSED GONG.- Y' __E__L�E__V: 100'-0' I 1%7 FINISH FLOOR I I I ��• AI.U'1.ENTRANCE E)cPOOED G7Nk'. r' pppRb. AT NEW RAPIP k �i 2 WE 5T ELEVATION aI•r”k_ �.r A.3.1 SCALe 1:8'•r-m' TIGARD TUALATIN SCHOOL DISTRICT 13137 SMI PACIFIC HNIY •'.; .. TIGARD• OR. 97223 503-820-1820 "a NOTE: THE5E CONTROL ♦V�D "a •�+ JOINTS OCCUR A7 TR4N5ITICN1 _ F F FROM CMU TO FRAME WALLE A ' ,'; -- #AVIN 2181 'SCUPPER 0-SEE CONG. BEAM BE'rOND-- B:UPPER. GO -SEE 9TRUGT DWGS -SEE ELEV. IIb'-3'"r TOP OF PLAT ELEV: 113'-'1'TOP OF _ :__attn,r�.sn• _. ar.,-ems�srra- rawss :*�•�•s.•x+.�oc�s+•,a'la�.rcrr r�rr_,nar� ATE --- -- ---- E+TU000 FINISH ,y _ _ 3 �___--`,•�:1�u,. r._... - ALUM. REVEAL JOINT I E SPECIFIED WINDOW AND ALUM FRAME DULL OLSON WEEKES LEV 100 FINISH FL A N e :. FLOOR -I -. --_-.--•-•----_------ - ----------- - --^ __-J 3195MNA511 O(INST 40 700 FIN15H GRADE. PORRANO.OP 97204 SEE SITE PLAN (503).176-6950 EXPOSED GONG. FAX(503)273-9192 FOUNDATION N O RT H E L E YA T I ON Harr. 02-27-96 /1 ' 1 '+CAI-E' 1/B'•I'-b' 129--f 97055 — DRAvw vy TJ _ cecCK0 BY KJ RRyfsglls ■ EXTERIOR ELEVATIONS • r A30 til I �1R-1101 I .i • If U1is notice appears clearel. than the 2000' " I JUN 01 d ument, the document is of m,lrginnl quality. Illllll)filtlll'd 11i1111111T� 11T11 i��1 � � CHINA ! ll�i�i�i�� il;�r`�rr-!� �� :;i��l��I 1111 ii�E;ii1 INCH 'l MAO!NI a --l�- � ��{- �III;�'1!Ilimi I!�I!!I !111!11!1 III! '!!!II!!!'!Illliidmilllid! ;hlIli!i I1iw111!li;!!!�I o...i illi Tilli!!1!Iiilli!{111!lid!I!I!!!1!�11!!!!!!!11.1.1111I1iiii illi ;�IIR!F!'1!I!!11!!1':'{II�C!;II;II�!!i!:!!1!�!1!!I•.!;1�! 11�I!!!I!I!!Illla+ ll! ., 1� . _ rte• c .1 1; t TIGARD HIGH SCHOOL SWIM CENTER ADDITION & REMODEL 4 9000 SW DURHAM RD I i TIGARD. OR 97223 503. 684 -'1255 <A cc)j F YF A YC YE CF u u u u A YD 3 O I u i I � LL I - -- - ------- EXIST. L — J ADMIN OFFICE POOL" II I I I BO`r 5 F 6 110 111 I � �I I ( I I LOCKER RM sT'RE — ENTRY ----- 100 l_J OFFICE CORRIDOR _ I WL BUILDING SECTION r, NBUILDING SECTION q� SCALE 1,8',I_0' _ q S "� SCALE I/8's1'-ta' o: 5 1 � A W E F U y O U W U u UT_ a &i_ __ u � I I j I _-+-- -----------•---- _ I I� 5111 2222-- I __-r--- - —------ -- --'— - i I GIRLS I - 130Y5 I LOCKER F41I I ADMIN LOCKER RM I I - { ( I GIRLS EXIST. It2 I I --I10 109 � I I �,.._•A, �. �� LOCKER R . STORAGE M r I I Fj ` �-�J e J FAMILI CLA55RROOM ROOM CORRIDOR 115 — t17 116 a BUILDING SECTION _ t BI,IILDfNC5GTION _ TIGARD T'UALATIN Ar3.2 SCALE 118'•r-c' ',�.•S :� SCALE 1/e'•r-0' SCHOOL DISTRICT 1313. SW PACIFIC IIN'Y TIGARD, OR 9722:', 1 503 620-1620 { 2282 v N r 0 ON p�L ;r 5 r4 3 1 �5 > 1 u 1 � U Q C) u I u' v.. °I DUH, OLSON Wr,;uKES , �:' ,`•,�, I —4-- ( I 1:0;r WAAWYON ST,N, lou PORTIAND,OR 91104 1503)226-6050 ` %•r ,.'K' _ —r - — 'Al(503)213-9192 , � I CLASSROOM L Ll CORRIDOR CORRIDOR 116_ O1 I ( DAn02-27-98 - LIE1-1,❑ Ll _ _ I 97055 ENTR1 DnArN er TJ r,r � _ J _ . — --1 1:0 0 C,ICCKLD ey KJ k ,r 6 B U I L ED I NC3 SECTION -__ B U I L D I NC3 S S C TION _� RCVI9IBN9 — A3.7 sr_ALE !,g',1'-0' A3.2 I LAY'-C' r SCALE LA'_ 1^' NOTEBUILDING 5ECTION5 ARE DIAGRA!""ATIC 6 SEE WALL 5ECTION5 AND DETAILS FOR SPECIFIC !NFOR!IATION BUILDING SECTIONS Y' .h 14i .-1 Z lJ } • 2 1680 Durham Road • n, 51 t 9!1-(04111 � � r,�K�• 't „t ,s I If this notice appears dearer than the JUN 0 Z 2000 document, the document is o1• m:ui;inal yu:Ilit}. I111C'I'11111111C(I r r Y ;`. lCl�ljllljl'!�!!!�I�Ijljl i II1111111;1�1 ?'T(Ii?��1I1�'III! !Iilil;l,l!ilt jC� ;i`�'. , I .; II{;, I'illj:ili,I{II i ijili;i�Ij:;I I IIIIIIi,IIillll I !ilji .Ilj!jl I!!i!�Illjil . N �, { IWA MAW.M CNINII T �,- — ew ', -;-- - F.: II (illi;{ I I!!! )II IIi1 IIII f�) LI{I,'!'i!IIlIII!I lull; I I! :Illllil!II H il!IjIIIIII!'.il InL!IIl!i!lI!!jlll!" +I IIIII!IIL.IIII!illllillll!lII111L.II,N11li1,,,I!1!IIIIIiiii,Hi i,;i,li „•„ tL,1Lll,•,r;;itll!„!I III, 11 _-�-.-_ '; .:,�_._:.•..'.•a� ._.lr.l._.a��,Wsh, _.a.:�. . .::. n'� _ ,r'W1.aZrm' Lhhtur:. -..•._ ._,_._..-.�...,..._ - -....,__-..�.......,..,__�___,.,:.�.�...._.......�,.-.—:mi.�,.y_,.,. .:.�t..:.',:......��s<•=- - - - - ... i` "71 W17m E I E YD u 4 Q 3 ul TIGARD a.l4y - HIGH SCHOOL, ELEV. Ills-3'y ELEV II6�-3 ELEV. 116'-3' TOP OF PLA-'E _ TOP OF PLATE TOP OF FOLATE SWIM ADDITION & C. FLASHING FULL HT. -- -DUILT-UP ROOFING BUILT-UP ROOFING II - - BUILT-UP RaOFING BUILT-UP ROOFING F WALL_ -SEE REMODEL LL / 9Y8TE►ti ON 172' SYSTEM ON I/2' SYSTEM ON 1/2' SYSTEM ON V2' PROTECTION BD PROTECTION BD -� PROTECTION BD. PROTECTION BD 9000 SW DURHAM RD ON RIGID INOUL- ON ON RIGID INSUL I ON RIGID INSUL, ON ON RIGID INSUL. ON SPECIFIED SHTNG I SPECIFIED SHTNG SP'ECIFIEC SHTNG 41� TIGARG. -2 97223 .503 fi84-2255 1 FLASHING FULL HT I ( I NOTE: COPi LATH- - - ROOF JOISTS. ROOF JOISTb -' - OF WALL -SEE ROOF JOISTS ROOF JOISTS TO FIT AROUND �� i NOTE: COPE LATH TO FIT SEE b JOIST DWGS SEE 8TRUCT DWG3 PROFILES. I - SEE 5T!411GT Du4ib WE 5TRUCT. DWGS DECK FLUTES • • AROUND EXISTING DOUBLE - 1 I I I i TEE STRUCTURE ' I BUILT-UP ROOFING- . PREFINISHEL) ALUT-1 BUILT-UP ROOFING -SYSTEM ON DING SYSTEM UP ROOFING 8T11CC - SYSTEM ON Irl' PROTECTION BD. SYSTEM ' Ir" I I PROTECTION BD. O l��Al. — � PROTECTION BD � SYSTEM ON I/2' PROTECTION BD. ON MIN. 6' ON NiSUL _ 1_� ON RIGID INSUL -- SEE RE LE CEILING -- �- RIGIDON NNSUL SUSPENDED CEILING SUSPENDED CE',ING RIGID INSUL. �T- a • -�-- SEENROOF EXIST, -SUSPENDED CEILING SEE REFLEGTEL GLS / METAL ROOF DECK--- - --- - / SEE REFLECTED DLG 5E.E REFLEGTEr; CLG \ SEE REFLECTED CLG PLAN FOR ELEVS SEE STRUCT DWGS I a_. PLAN FOR ELEVS. FLAPS FOR ELE'/S .---- EXIST DOUBLE TEE STUCCO FINIS#-; 8i 5TEM PLAN FOR ELEVS. 1— CMU _ --- METAL ROOF pECK Ex15T STRUGT ON VAPOR 5ARR1ER -- METAL ROOF C>EGK 1� -- _. ---- -- ROOF STRUCTURE ON SPECIFIED e+,iNG ---5;9' G1 P 15D ON g�ALp�g E ( 1 SEE STRUCT LtUGB. SEE 8T1alGT GWGS ---- Y 2'x9' FRAMING - NOTE. PLASTER ---STEEL BEAM ASSEMBL I t I TO BE FINISHED TO LINE I � SEE STRUCT DWGB OF DECK FLUTES AND HEADER SEE FURRING CHANNELS AROUND TEE STRUCTURE * --- -- 3/4' GEMENT PLASTER ON - -°SF''EGIFIED BATT 9TRUC1" DWGt: _ 1 -�-----�------ -5/9' GYP BG ON 3/4' IN6ULATION I 5/8' GYP ESD ON METAL LATH ON 3/4' STUCCO FINISH- - I • 2'-m' OC ON CONTRACTOR vARIFI �` HEADER SEE _ I 2'x4' SOFFIT FRAMING, 2'x9• Ffw AMING FURRING CHANNELS \ STRUCT DUJ36 OND - —�- - - SEE REFLECTED CLG I' PIAN FOR ELEVS. I l I (� SPECIFIED ALUM fTdTt ------------SPECIFIED BATT _ �v - CMUUI.L)ALL XsB E "��`� 5E''TION �% - SPECIFIED OVERHEAD I I N5UL A T I ON 5TOMEFRONT I DOOR AND FRAME - -- -_--- SEE INTERIOR ELE`/S ENTR T ENTRY ADMIN. --ONSTUCCOvAP FINISH 51 STEM FOR FINISHES 1--110-01 17-10-0--1 �.— - -- --1 110 ON SPECIFIED ASHITNG. 5015 r ( 1 OFFICE CORRIDOR LO<R RM L 22 101 los ExPOBED Gl)NG -11C11EDU_E0 FINISH I --- SCHEDULED FINISH --SCHEDULED FINISHE5 ly rINI54- P'ETOvD I I - GONG SLAB • J36 GONG SLAB D FGD. -- SILT UP ROOFING -GO1vG. SLAB • FND. SEE STRUGT DU,G:S - SCHEDULED FINISH SEE 9tRUGT DWGB SEE STRICT GWGS BUILT-UP ROOFING - I S�STEt-t ON Irl' SYSTEM ON I/2 PROTECTION BD ON MIN. b' - PROTECTION BD. ELEV. 00'-0' RIGID INSUL ON RIGID NSU ' .,' Fr. _ ,• ---- F. ��Ev. I�_m'�y �_ FEV.-I�'-m-� SEE ROOF PLAN BLEND TO EXIST SEE STRUCT DWGS, METAL ROOF DECK-- r... - EXIST DOUBLE TEE ` ---- SPECIFIED MEMBRANE EXIST STRUCT ROOF 9TRlYTURE WATER PROOFING .`1_` STEEL BEAM A85EMBL`" - �- ----� SEE STRUCT OWGS ` �• SUSPENDED GRID L_ . ACOUSTICAL CEILING �, 6 uJ�L L CT i ON 5 uJ��L 5�CT I ON 4 �J,41.....L SECTION 3 uJ,4L L S�C� I ON 2 uJ�L�. 5�cT I ON " A S 3 SCALE. 1�'•r ®' A 3 3 SCALE I�'•r-m' A,,. 13GA�.E: I:'. A3.3 :SCALE. IR'�r•®' A3.3 SI:ALE. In •I ; ' ,A r r YA E ILI LL U. ELE'r_ II6'-3' } l I ELEV. ttb'_3- E ---T(�P OF PLATE TIGARD TUALATIN TOP OF PLANE SCHOOL DISTRICT � l{ Q 1 FLASHING FULL HT. FLASHING FULL iJT VF WALL. -SEE OF WALL, SEE 11 PROFILES. 13137 SW PACIFIC HWY ,- PROFILES ELEV I" 5JILT-UP ROOFING TIGARD, -1 97223 j _- -_ BUILT-UP ROOFING SYSTEM ON 1/2' 503-820-1820 `r TOF OF PLATE I 915TEM ON I/2' PROTECTION BD. PROTECTION @D ON RIGID INSUL ON RIGID INSUL FL.ASHfNG FULL NT - n. �--- BUILT-UP ROOFING OFWALL1 -- 1 \ SYSTEM I �� S1 STEM ON V1' A I J BUILON In' rsMoll, 11 PROTECTION 19D. / PROTECTION 15D 2192 , ON RIGID INSUL" BUILT-UP ROOFING - \ / I ON MIN. 6' _ - - SYSTEM ON 1/2' PROTECTION BD, I ROOF JOIgTs / RIGID INSUL EVEN C. i' ON MIN. 6' SEE STRUCt. pWGS ROOF JOI575 I RIGID 'NSUL. I 5EE STRUCT C WG5. A \ �� METAL ROOF DECK METAL ROOF DECK METAL ROOF DECK / � ��' ll` SEE STRUCT. DUGS. SEE STRUCT. DWGS - -- I SEE STRUCT DWGS 11 - - SUSPENDED CEILING BOYS SEE REFLECTED CLG SUSPENDED CEILING LOCKER Fd1 PLAN FOR REFLECTED SEE REFLECTED CLG. SUSPENDED CEILING 109 PLAN FOR ELEVS. I=LEV. 116'-3'- SUSPENDED I6' 3' O.N. a SEE REFLECTED DLG. _-- - ---_- -__ .-. ----- - -- - - - FLASHING FULL NT PLAN FOR ELEVS, ` 5TUCCl, FINISH SYSTEM GIRLS TOP OF PLATE O*; VA•POR BARRIER �- OF WALL SEE I ON 5F'EGIFIED WALL 9HTNG CORRIDOR LOCKER W. PROFILES DULL OLSON WEEKES CERAMIC TILE - !' - 5/8' G Y'P. BD. ON FINISH SCHEDULE STUCCOFINISH. -SEE11� I 11 L VAPOR FINISHSYSTEM R /- Ill- 2'x4' STUDS (TUI�IED -- 3/8' GYP BD. ON 3%4 BUILT-UP ROOFING • w e M 1 t e o r • { GIR, S FLAT) • 4 O.C. ONSRIGID INSUL- LOCKER 11d" ON SPECIFIED 9NTNG. PROTECTION BD. ADMIN. a m OCHANNELS LINE OF WALL-- -- ON 2'x8' FRAMING I 1195ww•S+iNtONSi n0 too �� BEYOND _ --_-- STUCCO FINISH - - .- -- SEE STRUCT. DWG, D((50µ126 6950OR #- Ci� �10 Sl STEM E-�- -.--------- SPECIFIED INSUL. - --CERAMIC TILE I I - ROOF JOISTS a FINISH. -SEE HEADER -SEE------- - FAX(SUJ)27}.9191 CERAMIC TILE FINISH SCHEDULE gtRLIGT. GUJGS. -- - FINISH -SEE - ------ 2'x8' WALL FRAMING C.MU WALL -°SEE - --- -- -- '` FINISH SCHEDULE CMU WAIL -SEE-__..-. --_- --_--_-- STRUCT. DWGS. STRUCT- DLLIG5. __- CMU WALL -SEE FINISH GRADE CLASSROOM STRUCT DUA3S FINISH I vARIES I I 1?5 16 l A I SCHEDULED I 1 FINISHES --- ---SCHEDULED FINISH - 7Ir, . CONC. SLAB A FND - -'" -SEE STRUCT. -^ - 9G►IEDULED FINISH ELEV. Ilm'-4U�• o�TT 02-27-98 ^y SEE STRUCT DWGS. O H ___ -- - - CONC. SLA15 A FNG' -GONG. SLAB � FND. �SOFFIT LINE 14 - 5/8' MOO PLYWp SEE STRUCT Ul1YS9 SEE gTftST• DWGS X08 97055 O.H. R-�MIW,.a.OFF OC EV. IDIO EV. IPJG7'-r9' I®0_m' �p,ISN ELEV. IeDO �' LL •�' ( ELEV_ -- _--.-_� LINE OF WALL' -- ---- - {�•-- EL ° � er TJ `,b .• �. •�.,�--,�,. F, `� F�, �� •• ..; FF � �___�--- FF. PSEYCND ----------- x ;, L•'' __._ _-__ --__ SPECIFIED MEMBRANE - - :�/+ , SPECIFIED MEMBRANE ---- cF�scic�o eY KJ nr •' WATER PROOFING • WATeR f'ROOFtNG �• GONG. SLAV, 1 FNP - rFi,i.. ,• � SEE STRUCT DUXaS ` S CTION t0 1, ��.L SECTIOSI I,IUP14 L SECTION WA L &ECTION UJ,4 5 CION 11 � `a I fi 5„A1 `,. �. A3.3 SCALE 1/2'=I-O' SCALE SCALE I/2 =I' WALL SECTIONS 134 t , J” 1 383 9 L t ' Rf180 I lurham Rued Page of, )I"' 1 tilt�)R-01111 yL (. „ : v ^ wr I ,7!�., �i ��, pa,t'4 {'. t tir '[ �e rti M1t rw;: iP"�' 1''.`�'J�r4�-•. If Ihl. notice n Iprnlc cies rec 1 Inn hr ala • 1 �" drlicumcnt, Ihetllocumcnt is oflmurRinllltqu,>lil.'. n UNo llned :�,; b•' , ;; ;,• ..1 r. °; .' �, Y;I I `1 I' III I II I I I+iI t I I 'I I I I II ,II I I ' !�I I i ,II i) + t'jT�`i�lil 'III I�i i I•i i;t ill I I i 111!1 illll I' I I i I, i 1 i lll�l C Ijl' I I jiil i Illjijlllll� �II,Irllli il�i i 1 I' � � ,• }` :` t Ifi 7 I I 11 i III i II un1 1 n 1{,u11 , r t/1/ i • III;Llnlll I.tl+E+lUi t ,:In1.NI.I.I.nlnuliulLt.,Ilnt:,,,,htl h H1.11..I;IiirNl Ii:;;,IIt„„ .I,IL11. 1 r k" 4 I r 2 • �, �y'/:E -� s < 1d t„qty. t 4 '� j1 t Y k 5 7 J I'. t t r ^ ,... ,.. i. . .. ... III ... _ .. .. .., � .fT$4!171F'TLi' •-..._ 6R' {:};R7 � :a .,�+"r�'t;7'. }y..., .: ,oa+t ,.: p.w.., -• - - •`r#�. .'l1;,4?st!,: ,d. 1 . i' Y�Q q TIGARD HIGH SCHOOL -- ELEV 116'-3' 4 ELEV. LE oFl!��-3' __ _ - - -- - 5 SWIM � CENTER TOP OF PLATE _ 0 0 ADDITION & BUILT-UP ROOFING w REMODEL FLASHING FULL H7 u SYSTEM ON 1/2' WALL -SEE PROTECTION DD BUILT UP ROOFING 4 3 \ PROFILES ON SPECIFIED SYSTEM I Irl' u RIGID INSUL PROTECTION BD. 1 -- - BUILT-UP ROOFING ON RIGID INSUL 0" 1 SYSTEM ON 1/'1 , I ---_ PROTECTION E3L` 1pP OF If-LATE � �0 SW DURHAM RD. ! ON SPECIFIED -- ROOF JOISTS -/ 503- D. OR 97223 1 RIGID INSUL ROOF JOISTS SEE 1 SEE 9TRUCT DWGB 503-684-2255 I I ROOF JOISTS STRUCT DWGS SEE STRUC.T DWGS - - FLA$F41NG FULL NT. OF WALL SEE PROFILES. t O.H - - -SPECIFIED BATT INSUL 51M BUILT-UP ROOFING SYSTEM ON Irl' STUCCO FINISH 5YSTGM ELEV, II0'-4k,2' I I ON MIN. 6' PROTECTION DD. RIGID INSUL. . � ON VAPOR BARRIER SOFFIT LINE ON SPECIFIED 5HTNG ON 1'x8' Ff2r�MING 3 METAL ROOF DECK n ' 3/ '2 OO PLFITG SEE STRUCT GtuGB 1 T � � L) FRAMING • 110' O.0 \ - SUSPENDED CEILING SUSPENDED CEILING i 515' 9 iOISTURE RESISTANT. r SEE f-tFLEGTED C.LG SEE REFLECTED CLG ) G1 P DD ON STEEL LOCKER Rlr! PLAN FOR ELE VS PLAN FOR ELE v'S -STUCCO RE VEAL SUSPENSION FRAMING 11 __ -- BE'TOND SEE WFLEGTED DLG. ELEV 116' 3' WEADEe „SEE TOP OF PLATE PLAN FC•' EIGHTS - ---- ENTRY POOR SIDELIGHT STRUC DWGb BEY OND -- - -- CERAMIC TILE BUILT-UP ROOFING-- ONFINISH -SEE 5/9' GT BG ON 3,4' - BY STEM ON I/2, \ — CORRIDOR FINISH SCHEDULE e a FURRIN(• CHANNELS -- SPECIFIED BATT INSUL PROTECTION BD ��O1BARRIERM 1()1 Q �A� s 16, cc _ ON SPECIFIED r 'r 115 RIGID W3UL I ON SPECIFIED SNTNca ( ON 1'x9' FRAMING STUCCO FIN15H------- -- - - - - -- --- STUCCO FINISH -- STUCCO FINISH 5"STEM ROOF JOISTS ' I SYSTEM 51 STEM SPECIFIED WINDOW C�aSSRGOM ON VAPOR BARRIER SEE STRUCT DWGS �- .,. HEADER -SEE \J GMU WALL -SEE AND ALUM FRAM 11': K C)N SPECIFIED SHTNG STRUCT DWGS CM WALL SEE --- ON 1'x9' FRAMING FURRING CHANNELS 4 STRUCT DWGS STRUCT DWGS ' • !6' O.G ( QO SCHEDULED' FINISHES--- � SCHEDULED FINISHES N CONC. SL A5 • FND �_--___.._ CONIC 6LA5 • END -CCXIC SLAB 4 FNG , _ SEE STRUCT DWGS. SEE STRUCT G'UG5 Slrt I SEE STRUCT D'JJGS y�ELEV. 2202.44} -_- - 4 GONG SL AD 1 END. `� SOFFIT LINE SEE 5TRUCT. DWG6 IeLEV. 100'-0' ELEV. ICO._ 3/4' MOO PLYl1p - - - r--' ELEV. !0m'.sD' _E_LEv. I�'•m' FF -_ t_�- 4 ON 2'1c6' SOFFIT IV ----- — FF. FRAMING • I6' O.G. FF .t �� FF • r - -- SPECIFIED MEMBRANE LINE Cs WALL -- 'WEi IFIED MEMBRANE --- • WATER PROOFING BEYOND WATER PROOFING . • - -` WATER EPROOFING MEMBRANE 1 - r 1r[ III a TION 1 L4LL 5ECTION WJ�LL SECTION 5 WALL 5�C T I ON � 1.M7��L ��C T I O N ., t,•,U L�. 5�C ____ ary � ? 1� !-©' A3.4 SCALE: t,-' c- SCALE �-2' �' i . ti I' 3/4' GHAI'•PER * * -TYP. t ELEV. 104'-2' I I/2'• STEEL PIPE HANDRAIL _ - --- r _�— --- TOP OF WALL 4 CONC. WALL. SEE STRJCT, DWGS TOP WAIL LIGHT 6ANC5L AST HANDRAIL `' TYP, ALL SURFACES EXTENSION ELEV. 101'-2'— ' 11 HANDRAIL �..�L�.xv LANDING FF EXTENSION �� ELEV IOP -0' �- FF. -- , _- _ •�--= TIGARD TUALATIN p SCHOOL DISTRICT A RAMP LENGT• LANDING 11 13137 SN PACIFIC HWY Ua TIGARD, OR. 87223 O U 503-620-1620 U S NOTE SEE STRUCT. DWGS FOR CONC REINFORCEMENT OH 7I /�M C� /� ( -E-L-E-V itb'-3' ELEV. 116' 3' ' /"'�I i `./ L/T I O�'l `r TOP OF PLATE --- --TOP OF PL ATETv� ll ,h f ��l • - EXIST STRUGT % �CALEFLA81.41NG FOL:. N1. --- ----- . :8i �i OF WALL. SEE PROFILES HT 1 - - FLASHING LOF WALL. <crlL. 3 t� SYSTEM ON In' t BUILT-UP ROOFINGS- - BUILT- P RpOOFING � 'JEN f. ELEV. 112'-1' Y' a%• � SYSTEM ON Irl' ON MIN. b' --_ --- �' SYSTEM ON Irl' BUILT-UP ROCKING ( PROTE 'TION BD. PROTECTION DD. - RIGID IN5UL. TOP OF PLATE ti ON RIGID IN5UL / PROTECTION BD r • . _ CONC WALL EXTEND5 I ON SPECIFIED • TO STRL T ABOV:a RIGID INSUL SLOPE ROOF I/4' PER FOOT �61M. WIT"CIUT � • -SEE STRUCT. DWGS. -,� I -- - - - REVEAL JOINT `J�' O 6. 11!2'0 STEEL PIPE HANDRAIL ROC7F JOISTS - - 3/4' CHANPER SEE STRiJCT DWGS. I - - - --- }ELEV'- Imb--�O— - �1t ---- - _._ -� -TY . / J TOP O!il WALL a� c=_::e_ "�`-` __�,-__ p 1 \\ • _ _ _ ELEV. 104'•2' ` ROOF JOISTS ___ -_ _- \ SEE 5TRUCT, pWGS - - 3TUGCO FINISH SEE STRUCT Uux;S A METAL ROOF DECK _ --- TOP "PIENDED GYP. bPEGIFIED PAINT SEE REFLECTED CDG. CLC SYSTEM BARRIERNISH , HANDRAIL I —CONC. WALL. SEE PLAN FOR ELEVS.- DULL OLSON WEEKES i EXTENSION! STRUCT, D111". ----------.LIN EL BLOCK CMU WALL -5EE `' • .• RAILING BEYOND - - SEE STRUCTDWG3 l� -LIGHT SANDDI.AST 1 - e o N r a e r • ELEV. 1022'-a' -►- 1 TYP. ALL SURFACES. SUSPENDED CGYP. BD, CLC STRUCT. DWIG3 F• r - SPECIFIED PAINT---- - - v(NIIlANO OR 91101 r F • 1/11 CEMENT BACKER ---- SEE REFLECTED CLr� FINISH ON CMU WALL i3 sN ItAS11MT(A1,I•RO 700 • ;. . .__ f' _ELEV. 101'-2' BD ON *x9' WALL PLAN FOR ELEVS. (STRIKE JOINTS FLUSH) �j (50.1)M-6950 _ - •� LANDING FF.- T STUCCO FINISH SYSTEM * SCHEDULED FINISH--_ —._ C ON VAPOR BARRIER FAX(SO))273--9192 i, ON SPECIFIED WALL SHTNG. DECK EQUIP. 1 r 6'_6• IP'•O' S -P' SPECIFIED BATT - - V?' GEMENT BACKER BD 5TORAGE ,�g� -- --_ -.- --- ---- — -- -- __. _ --------- t 0 LANDING RAMP LENGTH LANDING INSULATION ON 3/4' FURRING CHANNELS • Ib' O.G. ;.`;• --- 13x11 02-27-98 _ NOTE SEE 5TRIJCT pWGB FOR GONC R.E',NFORG'EMENT. --I- SPECIFIED INSUL - _ I STUCCO (WISH 5Y3TEM - RAMP SECT � ` I ON VAPOR BARRIER 1 doe ,�^s • ' _ `�,I w` . ON SPECIFIED 9HTNG. STAFF LOCKERS t_ _97056 4 .Al c .' ��' O c11A>nw er TJ_— FAR: LOCKERS - - 2'x9' WALL FRAMING -. -- I'-0' (3) TREADS I•'O. �'-49' 104 cttcctico er KJ - - -�-�:e - —SPECIFIED LOCKERS BROOM - - r SPECIFIED LOCKERS- �{ I I - 4EALED CONC. eim. - - - r ��_ I REVISIONS I/210 STEEL PIPE1/4' ----- - • � \\ I , � } SCHEDULED FINISH z HANDRAIL 31.401' J I SLOPE LONG PER FOOT 6 PRIMED ANG PAINTED r GG"JG CURB ELEV. 100' 8' CON C CURB - - - _ I I - --- TOP OF-W-A-LL--'� M r• d WA 1) ELEV. 100'-0' " - ' u � - - - ELEV_I047'-m' SEE 6TRUGT.DWG9 FOR -EXISt. GONG. (SAW - FF - �` FF. ----� CONC REINFORCEMENT CUT JOINT) • �-- a. 14 14 _.-- ------ END. I I � r• $IM � 1121'. -EXIST. BLDG. _ • SEF 9T5RlJC DWG3 - T • �- J' , SEE SLAB t UrIS ----- - ^ SEE 3T! cT plIJG9 a WALL SECTIONS "�- SPECIFIED MEMBRANE f •• SPECIFIED MEMBRANE J _j WATER PROOFING WATER PRooFING " i! J ` r+ NOTE: SEE STWaJCT DWGS, FOR GONG REINIFORCEME'li'IT. 8 WA5 CBT I ON LUA CT I ON 5 WA SECT I ON - ..TE'�1` A T'E_.;0138 4, X3.4 SCALE 1/1'•2'-E' x3.4 SCALE: Ir!'•r-0' x3.4 SCALE: Ir2'•I'-I�' , . SGAL : 1/2 -0 T, R},KnI)illh II1Itn,ul till 0-0011 page I I of 25 + `r J+ If this notice nppears dearer 111.111 1he JUN+0 2 2000 document, the document is of mirgi11al gnnlih. 11111'1.ohil11C(I - � '�I 1 uAoc IN a+nu►I I I I I I 1 { � ( ! i ,I I I � I I l•LLL I,l..i .. .. � � � � !I !II!� I I � � � � i � �) �illl I'll I I:I'liil l'i�l•�j�{ '' Illi ( I�i I! � illi !! ;i I I(111�111�1III,JI III�I�I�IIIII Ili!!I!��•�li ,- .:. , IIIIIII,IIIIIII!II III II!!!!!I!I� �! III!"!!Hll,,,!11111,!!1 I'!?'!?1!I!!?!1!211 IINi!u'!i!!kRll}!!'III!!LI!L,1111%�?I�Illl!tlil!III 1111�i1111!!!!1l1111!lII�11 , 1 I � I ` • M i P �e i a b - SPECIFIED TIGARD FOLDING SEAT STAFF FAMILY MEN'S HIGH SCHOOL SWIM CENTER(LOCKER RM JANITOR / ROOM RE5TROOM , n 113 114 / 117 118 Q S ADDITION & - -- - REMODEL ! A LOCKERS PUM416NED by A 0UNER -INSTALLED BY G.C. 9000 S111 DURHAM RI, D 1111 TIG ARA. OR. 97223 603-1164-2255 \ A9 (r"VUV t PD t m x. ,- I I T v , 0 �7 SHELVING All Q` ' p�® - �C y PO D so cu c2a �07A2 --- — ,. 0 1DT---� —'- — - T - TF Q I I in FD • ei4 b^ -- 4 m'- -- -m'_ 3'-O' 3'•S�►' j''� m 3'. �1��}�- WCtIEN'S R) �. �` �+ •� RESTROOM � �p (WARTIITTICNS ^ 1�'•114t' 10'-3tri' ___ __.-_- _-_ -._.__-__- TYPICAL • ---- ----- ---------.-_.._.__ ------ ---- _- 923 �. PARTITIONS -------_�._ � TYPICAL I - 1k AAl I:'`,• 0't 3 .m. 1'-b' L1 3:-4' c 2•A I'-4• LINE OF FLOOR A LINE OF FLOOR A ul NOTE, SEE WALL TY PES FOR CONG BASE DETAILS SLOPE SLOPE �..d 4. t: ENLARGED FLAN ENLARGED FLAN _ 1 ENL AFRGE D FLAN A4 ' is •w.E a'. -�^' 1 1 SCALE 5GAtE. 1.4'� 3 F U - ELEV. 103'-D' ELEV. 104'-2' 0 TOW. < u ELEv. 102'-4' ELEV. 103'-6' TO•UL T.O.W. - A23 ELEV. 03',0' TDILI SLOPES ELEV. I®4'-2' b, TO.W. WITH RAMP TDAU. FOC FY i A2 ''• F.O.G. B li Ir �-- RAMP DN REINSTALL EXIST A14 A Q / LOCKERS FURNIS"ED -,OFF IT LINE --`1 -- -- -_ �0 44 15OLUNER INSTALLED •+BOvE ELEV 100--C' u. SLOPE'• IM MAX.,,,_ V. FURNISHED BY �� S1 �� BY GC •�'-4D IS• �' � r OUNER. -INSTALL ' a C.G O G DFo - - wi - `. ry ---�--_ , 3y�• ! �---- � ll - TOAL SLOPES, '0 19' 14 y '; ip RAf-1P DN UTW RAMP ' A SLOPE I: I I — _ . 12 MAX. ELEv. �IE2' -- - - - - � - �r• is �0 v . 7i•',`�w'" =:i' I � Q _ — _ - - - -iv - - _ _ _ I 1 FO. EXIST. TELEPHO _ - Ala FURNISHED B F O G " G ODGA O OWNER. -INSTALL 41•0' 4'-I117r AND CONNECTTOU SL%'Eb ELEV. 4'-2'-2' BAt.WITH RAMPGOhG. WALL CC y� ---- •II --- t, EXTEND6 TO TOW. ,� ` STR1IGT. v. 105'-D' ELEV 104•2' 8- ELE _ TIGARD TUALATIN T031J -T,OW. ELEV 103'•b' t . SCHOOL DIc l'RICT T.0111.10 13137 SW PACIFIC HWY 14'-3' TIGARD. OR. 97223 - --- - -. -- -b � 503-620-1920 u 3 r u tl 4 3 2 �oyl) .1h'" 2292 N ARCED 5TAIRi RAMP "120. ENLARGED FLAN STAFF LOC ER �?1"i. 10104 VFN 6 E L .! P - 94.1 SCALE'. IM'.1'-0' t 94.1CAL OF IT ABU✓_ .,�. �, a e'•e' •� ��'�'' e'-51 e• DULL OLSON WEEKES '�' /' •"^ a,';4p3'�" ,. d?I�7' "N ,. ~ A • 11 0 M 1 1 • 0 T • t a' r I •t t+ rv�# , __—__ 319 S11 WASMGTON SI,NO ?O) POP it AND.OP 91101 - FAX(503))3-9192 DATI 02_27- •:�;, ti1,''aX'a,►,-'p9 r, ' - LINE OF OVERHEAD — y, w DOOR ABOVE. SEE Al 1 in_ B 1 97055 _ I h {" ENLARGED FLAN - - �t Mz� DMl1N BY TJ ►i 1t, A 1 SCALE 4'. '-C' — clmc�to eY KJ ��k I ��,�•. 4 �' ' ',�;:,,-.�, ':�:�.� LEGEND: R r r i �• NEW STUD WALL .� t VWX16' CMU ENLARGED CAST-IN-PLACE GONG PLAN:� EXIST WALL TO REMAIN f• C t, 3 n t. � WWII , If this notice appears clearer than the JUN 01 ' dicnment, the llonunenl is of msu•t;inal qualils. +. Illll'1'11filI11CCI r1�l�Ill►II II I�I��lilil I ►I�Il�lil;l( �iTlfil�� ; III,. �i�ll+�Ilillll �M' I ! f' I�i i I ►•i I I ill .I! I E I ! I i f I ! ! ! I ! 1 ! 1 II!I! I�I�It •` 'ACV mmw 0 CNIM —�__-T-� a ,� ,,,t, ,1 I:,r r„Ir„r ,,,I„ Ir, XX ! II LII IIIII!!I !IIIIII!!III!I� !II !I!I!'!!III�IIII!IIII!!!I lilir!lIIIII!I!11! it!Ilill+l!I!;!I!IIII!i!III!II!II11111'1 !IlIIHItf111i!i!!IIII!!!!!!111!!!!!!Illfl,!IHIiln,Illlli.,rrill;,!!'rllllll!!....I11II ::,I,IIlr.!!!;IIIr,r,ll,,,.:r: 11„:::,IIIfI111,rL �. _. ,_ _ .gin—s-..:...�::....i y r.. •, ...!i=-i.YY F : YS _,....., �..,, wYe' .. i. 14.. ,�,fv�S,r .�>..:,i t -.,',.. �' ;:-,.-�'f(1 n.v.��t• �-ft. �+r'Y _ t'.."" �i=d'�� r,. - '.�t t ..��' , •may !'� :'� �, oti y>t' a `' f�.' � f .. y{':� �� EIS• {l. � • --- ---------- TIGARD � i 1- HIGH SCHOOL �-WIM CENTER w ADDITION & REMODEL W000 TIGARD. SW DURHAM972 3 'TIGARD, OR. 87223 _ —� -- — ---- --� i 503-684—2255 3 nal INpI M." STORAGE Lulu 101 Ex18T. NEW GONG. STORAGE ROOM. SEE i I-- GROOM FINISH I ALTERNATE 7 (ALTERNATE 9) 0 , yM , t iu iu EP-IEta .l EP-I EP-I i OFFICE !�••SLOPE T .- �rr_•~rx 511Z.5 FOROVIDE LEVEL > LOCKER W. SURFACE UNDER TRENGId P-I -I'i PROVIDE LEVEL M N. ROOM MIXTURE IN P-i S SURFCE UNDER EG 106- FIXT1Jw TRENG ALL FIN13NES EXIST. CM OOPE DRAM \ " c TYP. ,4 1 I 1, 4 rJ 0 � �yfi II f)I ADMIN. - BENCH n BENCb4 I I r f •c. _. f !10 ( STORACaE 105 1 1 r ip TYP. r' OF �. DGRAIN _D-F&E—c— —— TRENCH TRENC r F.oE.G ' 4 I i IJ 1--s.? EP-t -- -- 1 -6. LOCKER W. TIGARD TUALATIN roc SCHOOL DISTRICT 77 �o.0 4 CORRIDOR CORRIDOR `' .. CFu�l SIM 116 EP-1 GPT•I GPT-I Er.i TIGARD, OR 97223 u�J 13137 SW PACIFIC HWY. TRIS STAFF 503-820-1620 s, STAFF rJ 100 LOCKER RM. LOCKER RM. I 104J 113 1 jo _t OFFICE JANITOR io? I JANITOR 1031 EL ,14 f \- vp 2281 , '�4 VE C. F4MILY RM. "9•- \� ., ----- -__—_-- ----- --- - -- -- F.O.G. B �/ A' r i CLASSROOM t' 115 STAIR/ RAMP i—_--RAMP--SL°F!g DNt A+r•u�< � 120 1:11 MAX,, --- 1.12 MAX, DULL OLSON WEEKES FOC. _ - --- -- -- — - F.O.0 e 319 A WAWW.tOh S1,110 200 .J�a'v'°' I PORTLAND,OR 91204 , F A9(503)213-9192 �� ) O DAT,s 02-27-96 UO Q ll) u- LL Lo t__ 4 3� 2 1 NATE, I. MAINTAIN MIN. I/t�' PER FOOT UNIFOW AND EVEN SLOPE TO ALL FLOOR DRAINS. LEGEND: !w,"` 1 ' FLOOR AREAS PONDING WATER WILL BE REPLACED AT NO C05T TO L'9NER. cN�cictlD eY IGT �..'.. v.".,a, NEW STUD WALL ? PROVIDE 'BROQM' FIN151-1 ON ALL EXPOSED NEW GONG. FLOORS tu I i uu vplolls .1 FL001R F IN 15H FLAN SCALE li8'•I'-Q' CAST-IN-PLACE GONG f+ •, Ii c; EXIST. WALL TO REMAIN t INDICATES 6' W1014 CONC. 6 CURB UNDER LOCKERS Y1 ' SPECIFIED STAINLESS FLOOR FINISH I— M d STEEL GLRNFF GUARD t; PLAN rn� 9 i 1'J I� U: u�, q...�.'A, y � d 1... • �n},'� I�ini,,ml Illti{t1 1:+ °' tilI 9R-001 i Page 13 of 25 c, aIJ I 1: If this notice appears clearer than the JUN Q Y 7000' d.cumenl, the document is of nlarkinal quality. ;111L1flY11i111C1i � ; IgCN MAOI 1%DI711LIIU4 _ { I 'I II! Iil1 1 —110 1 111 I 1 til 1 11 III I� II Iii{ I ,Iullll ,rl) IIUr'titt'llirrr1lrli!!1,1111"" I�IMir illl �IILII it i�illl„� . , II1�1 lil�iili.,illli.l,(I 1 !I.!;lI I,L�H11�11,1�11H)II,.!II( I,!,�llll (,. I I ;i11L,L11,11 1,1111„til! Ill;,lrhl �IIL."il III .il....HIIIlIIIICI,l...J.l.!,,.,HH'I,... IIIl.Illlil.ii .l! I.JJ1l,1 , , r I F 9,• d, k >3 c� 1 1 V j - PAINT _ _ PAINT--- -- f•4'NT PAINT ENTIRE TIG AR nay t$ Fl�-4 l + WALL H SCHOOL, FINI$Fa HIGH(4) EQ:c)0xlf� Ibx90xllf - -- - -- _-------- -__.._ ._--- ---- - - 1 1111 - im, -- -PAINT - •� 2' �T- SWIM CENTER _ AFF - ION & l E1E1 f,%'\ �' ,l I•`' - 7 T6 TO TO T6 T6 T6 T6 TS 4'-0'x 12'-0' MB T6 T6 ADDITION (MOUNT WITH TOP AT b -8 AFF)SURFACE �Fi�'MIIDEI, • 4 !ltAC�CbPLA6H TACK t AC AC r<. K: SURFACE 1 1'' ( I' - 91 SW DURHAM RU - - -- ED 81' ED TS 78 FtC c. IF,ED r SPECIE( EGIFI b F SPEC 0721 BASE -BASE .:SE EASE IF 503-684 L55 TIGARD, OR 1711 (3) EQX30x24 (5) DRAWERS Ib x3Ox 24 36' WIDE OPEN G KNEE SPACE CL.A5c'ROOM *11 5 •4`) 1 SCALE: 1/4'-I'-D' — CERAMIC TILE TO CEILING PAINT - PAINTED "j - PAINT —+. 1-4 IL FIN SI•KTT P) i, PAINT - I FINISH _ L.MOLL -- TELEPHONE : � SHUTTER --J REINSTALLAT LOCA- _ I •i- TION 5►. I 1 l SPECIFIED . , •. ,. 1 . , _ - f SPECIFIED --- - - STAINLESS STEEL {- CERAMIC _ _ - 5TAINI_E65 STEEL T'I F $PECIFIE I - —) \ CORNER GUARD �.. (�fl C�.�RIVER CsUARD Gr''_. j: •: . I _-- - - - -- - -- BASE 1 iv r to' COVED EPDXY BASE ---_ -__ - �.LUMINUM E�+TR7 --RECESSED FEC ti ___.—__ o - SPECIFIED L - ,,PECIFIED --b' GC'VED DOOR AND SEE EASE CERAMIC 6PECPIlp 6TAMLE66 - REINSTALL C STAINLESS STEEL FRAME D TILE BASE 0TEE• GC�R 40JARD DISPLAY CASE CORNER GUARD y IN ALCOVE NT 1' *100 R _ A5 i ALE NT I.,-, ..1 i._._s_.. _L. 1._• T I - - I T - --- --_ -__._ - _ t-_ - CAIT ET _Y_� (4) -I-� PAINT EI°'UxY - -- �.. �� . 1. EPDXY cAEjINET, f4)Eo�c3tDx15 _ PAINT TY". t 1- 1- T r' PAN TTP ALL WALLS l T .i 1._r .. ALL WALL$ 14- ,-�r�I�...-I��I�•�f r-��. �� I I I * t t I L J❑ �� TACK PARTITION TOILET TS T6 �6 L _ BEGLIC�' �ifl% �.T1r�.a.TT�< _ . r, Trr- _- ----_ ._. _-._.- •---. _ _ PARTITION _i.-.1-.41-J__&-_L - t TACK I CERAMIC `T HOLLOW S.. p - SURFACE SURFACE __---1 D F METAL FRAME TILE 11 O� iALT'3' --..____------- - --_- - _ A .SND RELITE ELILI1 _._ (ABOVE WORK TF' . I-- �- x_ ---+= SURFACE 9D---- tFs ) TP ��5PECIFIEC) 7 ^' '- 1- ALT V3)L,vN;: _ __ N. _._: ,, BA9Eb' GOVEiD _ — - � LLru _ —_ 6' GOvFD _ EPDXY BABE EPDXY 19..5E Z)DRAWERS -l3? DRAWERS �^ A ,L\ CERAMIC A B Sx3P+x30 24x30x30 C 1^J TILE NOTE:BASF BID: TACK SURFACE �• G. I RL 5 L c�CKE R Room) *112 80YS LOCKER ROOM _"109 � OFFICE '0102 --. ENTIRE WALL •WO r ALT. '3- GABS WORK SHOUN Y '� A5! SCALE !)4'.1'-0' �,:> 1 3GAt_E v4'.1' ¢� A5 1 SCALE 1;4'.I'. o' EPDXY-- EPDXY -�----- -- _ EPDXY" DAINT- _ -_ r.... PAINT TYP. _ -_ -~ � _ PAINT TTP -EPDXY PAINT ALL U. LLd ALL WALLS CERAMIC TILE ---- ^f+ h j 1 - FURN15+-iED I FULL HT • — -LOCKER$ iIGARD TUALATIN -LOCKERS LOCKERS I I --CERAMIC-- BY GUJ*1ER SHOWER STALL I M, , I 4 SCHOOL DISTRICT l_itwt.'ISHE D FUR>`!!SHEq tYP TILE E�uLL ^'.. . I I TYP. TILE. INSTALLS 5*t OWNER BY OILNER EI NT AT l ! _ B GC. H G :.' INSTALL G.GS-- _._ myS7�L6 - I SHOWER : . --GERAM G -.._._ _ L:� t �. jam` 6' CON - -_ - 13137 SW PACIFIC HN�1 : ' ! * . . CU 7223 LOCKERS + RM 503-620-1620 A 8 �-i•t (a •� 1 '; ' i TILE TYP t _ ! I ; BENCH T i ALL WALLS - b' CONC t111trl ti 61 ccvc COVED-- - - b' COVED EPDXY BASE EPDXY BABE } EPDXY Y BASE , ?YP EPDXY BASE B �' TTP ALL WALLS Q C TYP. ALL WALLS ALL C D L.J ff ST," =F LOCKER R"i. *104 f� 5T AFF LOCKER fi�'1"i. *113 v 4) zz>jz •A`).1 SCALE 114'.1'-0' A' SALE 114.'.1'.0' - EPCIXY ------ EFOxT" -EPDXY - PAIIJT PAINT r PAINT TYP PAINT TYP. -- - _ 4 - r - PT ---CERAMIC TIL.E :9. ALL WALLS ALL WALLS 9D I FULL H . TYP MI - tYP SPECIFIED GEr� — �3NU TIL.i- MI SHOUTER STALL _ _._- ._. - ._...._ - STAINLE55 DULL 01.90N WEEKES �.. PT gp_ GL Ga la ! : : SC 9'EEL 3NELF �J CERAMIC---- � --- - GB A • o w s r • e r • TILE TYP - c - - -<�® - - r t t, •� � � _ __- CERAMIC P ALL WALLS I�}.' 1} / I y TILE SD- - A9 a �� ++„�, --� � *''• ' _ _ -PT I: ', . : ' i SPECIFIED sr rAvHctt•I 5t,Mo Ton I1'tt�ti; + _ .._:.� ND - _ . . : :. : . . : -- - 6 COVE -- -. FOLDING SE OR 9T?Ot - - - y CERAMIC i- - • ' TIL t'YP . AT POknA1K1 ALL WALLS D . _- b' COVED- - . -050 b' GOVED- --__ .__-' TEP ALLWALL& 1 FAX 503)ASE (5Q3) 1273-9192 nx EPOxY BASE - b' LVED- EFOxr ALLB SE T'YP, ALL WALLS B � EPDXY BASE ,4, B D s'. TYP ALL WALLS MEN 15 RE5TROOi"1 "`118 ,9 FAM I L 'r R1�i. *11- ti. AJ 1 SCALE' I/4'•I'-0' A5 1 SALE 1;'4'.1'-0' oerc 02-27-96 jou-_ 97065 LJ o�, (OFF BACK WpLL) nne'.►i eY TJ ADAAG - AMERICANS WITH DISAMILITIE5 in inp AGCF55IF31LITY GUIDELINES inQ in� 'r d 3C • SEAT COVER G15PENSER nrnsrota --+- PT - PAPER TOWEL DISPENSER (F.O.I G) r. SOAP PAPER TOI T NAPKIN SEAT COVER NAPKIN GB - GRAB BAR G15PEN. TC)WEL PAPIER DISPOSAL DISPENSER DISPENSER MI • MIRROR -GLA55 EP0xT PAINT - Et 'ixY- - - EPDXY (50) D15F`EN (TP) (Hp) (Sr') (5ND) 2,-0. 2,-0• 2•-0. TTP ALL WALLS PAINT PAINT rC!,C CPT) F.O.I.C. * - M2 • MIRROR -STAINLESS STEEL _ - M3 MIRROR STAINLESS STEEL 12' SIDE SOAP DISPENSER iF.O.I.C) TYP. 4 I -CERAMIC- -I I - ExTENDING ABOVE AV TILE f $D - - TILE f{ MI NOTE 'FRAME' ACCESSORIES W/ [ 6' 0 N � t1' ■ TOILET PAPER DISPENSER F O I G.+ i r'. WRAP '� in :. "I e ! --GALv. METAL (PAINTED) - GAP WITH MIN 1' CERAMIC TILE INSUL.-- 1 I ND • SANITARY NAPKIN Dle�05AL STANDARDS AND BRACKETS ( l �a (�� H a Y Ig 0 Q� � -- � in t � s•••� �=' MOUNTED PLATOON WALL R SND • SANITARY NAPKIN DISPENSER WITH (4)GALV. METAL ADJ - GER =MIG k' Q ) - uj (PAINTED) SHELVES. 1_ _] ! i TILT �� INTFZIOR }4t'} - i © _. ELEVATIONS _- -_ ___ ------ -- - SEALFC CC-NC -- b' covED b' COVED }•� URINAL TOILET G�c'AB BAF' MIRR?R MIRROR t71RkOR BASO. tYry. � EPC�XT BASE � �✓ EPOS g� (kp LAV) sB) MI CM2) (M3) ALL WALL b TYP. ALL WALLS TYP. ALL WALLS v T't' , MOUNTING HE lGHTS '- TOILET ROOM FIXTURE 5 AND AGC. „ J AN I TOR *103 4 *114 ►o WOi"iEN 15 RE 5TIROO„i "119 • ,;•+ P .1 SCALE: 1/41•1' 0' REFER TO MECHANICAL DRAWINGS FOR PLUMBINCa FIXTURE TYPES A5 , SCALE: 1/4'■I'-0' p5.1 SCALE 4 • k613o Ntrhnm kond i Sfl 0-0011 h;+nr 14 of ?S .ti r... ...-.s.m,.,..,,;-..r..a..--•w'- ..3".•"�..,^."'^Rb,= .._S..•'ATt`11i'."ffi'^ his ce ears rer 01:111 3 eu'nenl, 1h(r•lidnrumTcnl is nf'm1nf'instll1innlil JUN n 2 2000 11 d ��.. �. 9 Y• mlcrufllnu. ( lil I Jill ''`11`1'1 i I I I I IIl •I TiIII ! I I 1 ' I'{•i ! I ! i1i l { i':il !II I I+i ( I I I i 1'! III ! 1111'1 1 I I I 1111 t il!I! 1111!1 ` 1 , 11'111111 Iil11 � i III Ilti,'Iil i `i SII ii �' I 11IIIIII i i � 1'. I ii � l , l' 1`, t• T �• - - -- -�� _ - t7. —T ' TY t I Iltn nl 1 i All s ;ilei ilt!,sl ull utl All n! s s (,III s ,Is91 I .s s sI iI +I to sbn+l + 1!!! !!!II!Ili;ii ili!Ii,;�11111'I"111111!':' IiII!III!III!!!tt'11!I!I!11i11111!!II11!llllllllllll!II' • �; , � .� ' ' IiIIIIIIIIII, I!, I ,. ► ,�- 111. i..L . ' r • .e:tu.�sv_.x,;.7..1'rv3V+iiY11•Y1�>�* a",.g9A,,.�,nk t y��: .. .. .. -.. ,.-..... is .. .., ,. ,..... ..... .. ......t .' .: ..:. . � ...i Tr MFS_ r' :..,.:._:n....._.-.::..,....,...,;1m,L-+_.. .. n•,u.:eM: vuu4.k,.:?ri.l.•diy.iraeL 1fr4w_. ', .,n,:.w_li:-Gb1�0�➢Mr::..w.1Nw'r:.... : (--- INSTALL SPEGIF EG —�-- J - L.DA t31 LOLL E R UNIT -v--�- - ---- TIGARD - EPDXY PAINT -_� --` +r-- -EPDXY PAINT 4 EPO-Xfi! -=QINTf - - ? , HIGHG REINSTALL EXI T. �PDXI PAINT / Pr� COVER swim CEN TE R EPDXY REINSTALL EXT T S1aCwER FIXT ADDTONO i - f4 r jai0 0 0 _ REMODEL tib � GER.4MIG �\ PARTITIONS Y . CERAMIC-MIC M 9000 SW DURHAM RD RA TILE I TIGARD. 0 97223 503 694-2255 FURNISHED REINSTALL EXIST. --- COVED GEiZArMIG b' COVED 14 - LOCKERS FURNISHED b COVED ��gg C■D BY OUNER INSTALL SEALED GONG 1 14 BY OU•NER INSTALL EPDXY BAN TILE BASE V 61LE BASE A WASH FOUNTAIN TILE BASE EPDXY BASE TRENCH DRAIN BY GENRAL DONT BASE i BY GE�..RAL CONT EE 17 FOLDIN SEAT (MATCH LINE OF + FLOOR MATERIAL CHANCxE) . •A - - EPDX-1 PAINT - EPDXT PAINT - _ - I EF'C�!Y PGINT - - -- _ l -- EPDXY -- CERAMIC TILE 4 r PAINT -_. -. CERAMIC T E - - - - }, -- LOCKERS FURNISHED L - - ! CERAMIC 1 }.r, T l, -� ...:1�'-i.., BY ouNER NS ALL _- � .� TI uI p 1 LE , CORNER r !>� It �1 !, 1.r 4 t • a t 'Y T. 1 . t *� y B GENRAL CONT. } ('� CaU.4Rp 1 i•�i+��, •.�'�. �. I#�t +{ :, � i '- i f;Y}� • . . t'�. . Y . . . : . C} i } Jj ED GONG. BASE � � _ ` LOCKERS FURNIg�••IEG COVED EPDXY BASE b' COVED �, 14 TILE BASE BASE BASE B' OWNER -COVED CERAMIC !4 HPDX7 BASE COVED CERAMIC -COVED EPDXY 14 SEALED GONG BY OWNER IN5T.;1_L - TILE ASE "u. SEALED GONG -7 - --- COVED CERAMIC (SEE BOOR Pt'1 BASE TILE BASE FINISH L CORRIDO '2 x'11 G1RL5 LOCKER IRM. *112 - n5 '!GALE; 1/4'.1'-0' 1 EPDXY PAINT M J - - - -- -- --- - - - EPDXY PAINT T.1. EPDXY PAINT - - l F - ------- -CERAMIC TILE'- - - T BY OUN R U�IA EG 11_ l �.T . L 1. I — -1, --7 _�. 1__�._ 1_ �.. L. .l r n - PAINT- — CONT 7 _ -EPDXY 6 GE RAL • Y N �. .l1 TILE _ CERAMIC ._J 1. ! ' i _. _. . iF _ 41 ll- tt 1.1 _LL_LL _ COVED CERAMIC - -COvED CERAMIC b' COVED GO MED EPDXXY_�VED CERAMIC COVED CERAMIC b COVED -� D ALHD t:OH1G. TILE BASE EPDXY BASE =g BASE eBEYOND) TILE 15ASE TILE BASE EPDXY BASE TILE BASE Bq�e VV /� REINSTALL EXIST (SEE FLOOR 1 rw WASLI FOUNTAIN FINISH PLANT .I i --EPDXY PAINT 1 EPDXY PAINT - - _L.•� _I. 1 1 ✓�. ' — --INSTALL SPECIFIED .: _ -- URE -r- t a ! _ ii __ 1 t � •�� ADA SHOWER FIX EPDXY PAINT tt 77 i Z 1 l._ -I J_ I _ T -- --- 1 1 _..1._ _i r.2 I� �.� .� �� I . , REINSTALL EXIST -CERAMIC TILE- -i- M2 I _ PEP COVER 1 1 j 1•.,_ yJ E REINSTALL (4)EXIST. • T .�.�`` +. F '._' . - - :� • `•i•}i'• _ +-�, -� SHOWER FIXTURE `r 1 - � r ,I 1 1 � o o .. crtJARL �.P. �. _ t 1 Tr .1 _ CERAMIC TILE---- i 1 +: CERAMIC TILE _ 71, t- _ .p COVED CERAMIC SEALED CONG -- b' COVED 6' C C'✓F.C` TILE BABE LOCKERS FURNISHED ° I -=GB 5A5EG EPOxY EPDXY BASE D EPCx� EagE G D BASE BY OWNER INSTALL L SPECIFIED FOLDING BENCH DRAIN BASE C 14 BY GENRAL CONT SEAT SEEe S 50Y S L OC<E R RM. '0109 Y EHIND LLNOOGKEtQ9 NO CERAMIC TAILE CE ®NIBF1 — 4 CORRIDOR 1 0 1 __ _._____ -- A5.2 SCALE v4'.!'-0' A� SCALE 4'•" TIGARD TUALATIN STORAGE CABINETS � PAINTED WALLS SCHOOL DISTRICT •" W/ ADJUSTABLE5 5HELVE5 TYP f 4; STAFF MAILBOX SLOTS / 13137 SW PACIFIC HWY EA15,cbxl2> i TIGARD, OR. 97223 NEW DCOR 49x34x24 503-620-1820 PAINT --\__—_... A RECITE i � � \ SEE DETAILS FOR- -EXISTING _ - --� - -- A� TER DOOR AND - - - STS E CABINET WITH RE RELITE TO _j_ ADJUSTABLE 5HELvING _ A � - PAINT •TYP. _ L REMAIN --- -- - -- - - --- - - GOAT CLOSET WITH c� — PAINT - - .I 1 1 I ROD 4 5HELF i .I I �\\_.I I--/- _ _ / _�, _l. 1_ _L__ A EV 2282 -- -SPECIFIED BASF i� - - - - - -- I 54x34x24 30xbbx24 36xEbx24 A a' RUBBER 5 SSE }f21 EGTx176x24 / 49x52x24 - SPECIFIED A B ` !� v e� Ti P ALL w4LL3 STORAGE FILE Z� �. BASE 5 DRAWERS � OF 1 s. 'r SEE DETAILS - PAINT -TYP. PAINT — - - ,'�. - P-LAM T _.._..__.-_ ---__ _ - T T PA'N" 7 P BAS AIT- TO 9 PALS FROM NEW,o00R ` DULL, OLSON WEEKES LAt� RS- r� _ - • ---BABE BIG- 3 PANELS • ■ o N 1 r ■ o r • TACK SURFACE TO 1'-2' AFF � SEE t---I MILS R CQ1N R ✓� �% - KEYD TRAY YBD. TRA lit - 4' P-LAM BACK- -- PAINT _ ___ _ __ ._ - -- - _ 5PLASH(ALT 03) It:I SW WA9WT04 S1 K 1110 -ALT 13- �#-- -- P-LAM. __ �. __ ___ ____ ______ �- __ - - _. \ WORD}. SURFACE 30' H1604 _ BAGKBPLAAH I - _ - _ �,>PnANo.0e 97201 W/ PL AM SPLASH _ y=am-2 .9 BASE BID- PA SELOW (5(11)226-69V _Kb. I I I I `. I I 1 iv Ir."' IAM(501)273-9192 W/2 SETS FILE DRAUIER9 �/ r-- 1 ,K0. r 1 KA. r=1 K,S. r - TS TO FINISH FL001F _._ SPECIFIED- 18' WIDE WITH TACK _ BABE I SURFACE ABOVE TO 1'-2'AFF. - '. .-- - 4' RUBBER F3ASE -(4)DRAWERS 2'-b' 3'-0' 1'-6' 4 -0 I_ - 4'--1'e_ I'-b' 4'-0' 1'-b'I - a'-m'_ I_6' 4' RUSHER BASE D C ICx30x3P1 TTP ALL. WALLS D __, �t TYP. ALL WALLS C ALTERNATE 03 PROVIDE (4)SIM WORK STATICNS BASE BID ALTERNATE "3 ._. W 30' HIGH P LAM WORK SURFACE W1 4' PLAM nArE 02--27-98 t• SPLASH EACH W/ 2 LOCKING FILE DRAWERS AND + OFFICE //�� }� *' 111110 � 1 KEP�'BCARD TRAY '`, A'�ox I I (I moi. 1 ,SL.� n � fl7055-- A5 :2 `SCALE 1/4'-1'-0' 115 Z SCALE 1;4'.I'-k^' naw■N BY TJ CRItCKED BY i J REVISIONS ' If EPDXY ----- r --- .. -- EPDXYi PAINT r, PAINT I_ _L j - P ? s , i - / L IC-- - PAINT / TILE x _ . _ __-.. OPEN t, L. TILE l_ OPEN 1._ i 1 1_ - - SHOUER OPEN TO .. 1_ _ .-�.. rO SHOUER l - To I I# r , O -� `T t f T� I I{ � • I ROOM POOL 1 DOOM r :. I U4fi t CERAMIC DECK 01 _f 1 , CERAMIC Mlc- - } I !. 1 i ;fl I TILE INTERIOR f- DECK ERA TILE --NEW 51AINLE55 t 0 ELF h�� •" ;•� ,.. .�: STA E55 .-. - - � .I STEEL CORNER ,�+ S Gtilt, ... . . TION NEWS NL - ; T CORNER \ _ - ) G L:L�f : STEEL / UARD +1 -- ---- I tl �: - -- ---RIC b COVED Y •� �/ _- 6' COVED -b COVED ,4 ___ c GO`BAgE 1eb C EPDXY DASE D EPDXY BASE G EPDXY BASE r v 02 141 , Y ST15ULE FOOD-_.__.___.___ _________.-_________________ - - i, VE 5,T I BUL E FOOL _ _ 8 � n�.2 SCALE: 1,4'-1�.0' + + A SCALE l'4':I'_Q!' r;, 1111;11,! R„I'd I IS 1111!I , If this notice appears clearer 1111111 the JUN 01 2000 d11 nlicl'1�t�illncd cument, the document is of marginal quality. I l�j { III I I i � i { ^..� I'l.j�ll�ll! ljllllillllji ! llt�lllj:i I�i;i 1'ilij!IIIilfll ilijl;iji111;;1 I Ill;llf�l{ill,! I !!Ijill�l�ii� it ,ijllllll ,�: INCH " NI G1111A _ I v na � I.. , — T 7.. .I —.1 �f II � �- �_ ! I!'.I I Ir !IIl1 !!)I!1!' !I II;I!1!II1111!IINNIIlIII!I I lI (IIIL,!:lllll!I"'nllll 11111!!IIilNlliilu!!!1111!!!!!t!llllli!!nllll!tllHli!IuNtlli::11111,"'ll111111!li°IldwilI:111!1 I";IIIiIllllliil!il!I{I!!�!IIIIIIIIIIIII t Dili,,!lug. �tlL 01,�11. ..1.I,ISI _ L _ .�. . .. __...__.__.,..I .. _. i1.Illau.....U•,......_.y,... , ..s.:_ :.; .._� : L..'.wSti.r7 :r:�1;r ,:.;.i....,:.....,e.u..:,,....,t.aLu:t1.;t:a.ui , _____ ._-.._"_. ...._Y.,.__...—._s,.._,_._, _ _._,_ ......v ._.._. .�..,. ... __-. - ..:__. o,�, '..i- i_. >,•::. - _ .R .._ .... _ e..-m;., ..r;:. -.-. r,'1 is ti i - i i"4�^. .i,', .t - YW�-y " .'P"f_ :Te+, Ji _ - - . _ _.. ,,.. _r ....,. :,, a.. ... .F 'S4i •. :a- �+' --.r 'RR': fiR� � :.R �. ,.i`M'. /„ :.� qr � �. -�r , i /1 r gtl �j i • w, ... :. .. ....,.. �, ., :.: .... :.� .,. .. .:., t.:: :..„�_ .. .. .. : ... ..,,.->, ..r........ .-. :.. ........ ..._._ ...._ „..... ....e.,+... ,.�, .e-, ,. ..»....,. ..}M� "..a......-.,..r.. ..,u.0 �.r ar�".�3 .-w. ..�,...,. ,,.-.- ....... _ .. ... u.�.wuwr.s_ .-�> TIGARD HIGH SCHOOL SWIM CENTER ADDITION & REMODEL ------ —! - --- I 9000 SN DURHAM RU TIGARD, OR 97223 - - - - --- ----- — 503-884-2265 y , Firm 1•: p I i i STORAGE ! -- 6TORAGE ROOM UNDER L�� _.._.__ ____-____v- __._ __-._._._-� __ -_ t 0 i ALTERNATE � POOL TRUC T 1( 108 41 + �J4U:SYN.3�C�Kh'�t77JCDi CK7➢�YT.h�r �XR�947T .7L'L�Q_�Q'J7000S2CS7CAS.�.. .:1047:?'QL:9S?RLY� �7 s MECN, ROOM EXIST. � 106 _ GIRLS _ LOCKER tZM. 110 BOYS --- _ 112 e'-o" l.aR RM ` AIAA� KA (DF oE.c :STORAGE F.OE G TRUCT TRUCT 105 - ..'. WZIDOR EXIST. t _.,...r• 116 � RESIRM. CORRI DOR s -6 118 101 TIGARD TUALATIN ;: - 9' 0` _ta• e'-F" SCHOOL DISTRICT • _ � 8-4• -4 __. .._.—._-.._._^ _.__ _. FCC .-o E • � . - STAFF a u ❑ o ❑ ❑ , :3137 sx PACIFIC Iiw, TIGARD, OR 97223 , LOCKER RM • 503-820-1820 91 t U" __❑ ❑ _ ' STAFF LOCKER RM J011TOR ,�� ' iia - I Orr �c`C�� ff =-o ❑ ❑- " F cc. D 2282 • c+s' '':f, FAMILY — - VIN t. ROOM _.._. _._. -- RY o�FIr.E JANITOR x ENT w k til — — `❑ ❑ ( 1011 102 103 r9 Io- 0 �.p ' Ir; ,i, RFSTF�1. __ F o c. C IJ� U 119 I' tI I I I 1 O O ' cLAssRooM I- �� .. 115 •+ --- Q -----� n -XA . x O O DULL OLSON WEEKES --- •-ter-- 11 N 0 N I T • 0 T 1 , 319 SN V�SM;ICN 5T,110 200 A 3/4' MOO PI_YILp I STAIR/ RMP PMTI .OA 97204 PAINTED 120 Ir!218-6991 `rc. 10' 4" lAN(503)213-9192 F r ! �■rr U U U u o�rE 02-27-98 r u u IL u- v 3 97055(4) oRAttr eY TJ LEGIEND: NEW !STUD WALL _ REVI910N7 Y REF1_c��' D G IL. INCA 'L�4N _ VxVx16' cMU _---_. 1 SCALE i'8'•I'-Er' CAST-IN-PLACE C.GrNG. 1� -----' EXIST. WAI-L TO RF.IAIN Yr NOTE: n 1. SEE MEGNANICAL AND ELECTRICAL. FLANS FOR ADDITIONAL SUSPENDED ACOUSTICAL INFORMATION NOT ALL aEvICE5 AR?: SNOWIN ON THIS DRALUING f-4 2'x4' TILE CEILING { 7 PATCH AND REPAIR ALL DEMOLITION DAMAGE TO FURP.ED GYP BD. CEILING OR SOFFIT }DEFLECTED .1 EXIST. CEILING ASSEMBLIES UPICN REMAIN. -PREP. FOR (UNLESS DETAILED OTNERIUISE) CEILING, PLAN .4,PT'LICATION OF SCHEDULED FINISHES. / SUSPENDED 'MOISTURE RESISTANT' GYP. BD. e DLG. ON STEEL FRAME 6m I Nr ` ., 81,801!ur'.un Road till k;x-INtI l y ,� ... ... ,: -,,., ...... ..__-,... -. •.•_...... .6>?,I..�". ......._. , � ,1 11 .+.�. ��}/�yW,i.'A I�.�y�i'�"T5'.R ...�..' a,�. .+ w+*-r+r.c,,..L'• -.. .....�..: rrS'' .. ,,., �.'.i:t.A, J � i� •,p.'� *Y ;- ,. .... � r.'.,«^� .. -,. W >,=t +� a Wiy�r.' r, �{ Y .ta'•�'.,.. �! s �l �� s }��t I q '. �k ' if thio notice Rlrl/enrs clesrr^1 Ihsur the y .� JUN C 1 2V J umcnt, the dorumcnt i. of mRrkinsrl qurllity. microfilmed .9 L==j Ad ..r� �.: T(Tj1(ijljli!�i�!�Ijljl i Ijljl�l�l;l� i�T}' ,i;1r ! 'Iljlji ! ! i rl ;1 4ili,i;'Iili,illlllil I'ijljij!il( II ( li!ilflf!I!�!il I Ii!jl�llliijill�i(!�I�IIII i+ I*04 NAM IH 0s1 IRMA ••� " (II!I!I;!l�lill I 1111!'111 1111,71 I I n I i;!I (l+ il' �" II+ � 'I I, Y7 d p. !.17.,,x„.: __".-"- 'v'Ar' v (Sjf!►!!7"y-. r r` "-' '-- - -- - BTUCGO FINISH SYSTEM -------- -STUCCO FINISH 6Y5TEM ON VAPOR BARRIER ON VAPOR 15ARR,ER ON x PT TA'�ERED CMU WALL- -SEE -- -� SPECIFIED BHTNG ON STANDING SEAN -----�- - BLOCKING / STRUCT. DWGS 2'x8' FRiV11NG A LAP JOIN15 - r � BUILT-UP ROOFING S1 STEM BUILT-UP PRUCJFlNG SYSTEM _ -- - - A _______-- ----- 2'x PT TAPERED _ - -- 2'x PT TAPERED -- 2'x PT raPERFD 141111 LI -( p ON 1,12' PROTECT!C)N BD ON D U11 I/2' PROIEGTION BD ON p L , 9 CLEAT aLOGKINCs BLOCKING BLOCKING TIGARD `- RIGID INBUL ON W..1OF 5 4TNG RIGID INSUL. ON ROOF $NTNG • - Z4 Go E 3 FLANr,E. q _{� - - GONG. BEAM -$EE �__ -- SEE EL1=V8 4 = - - SEE ELEV6 4 - SEE ELEVS 4 HIGH OL -_ 24 GA 8.8 FLAPGE, - __ I -- _ SECTION DWCsB• SWIM CENTER --•""`- _-_-_-_ SECTION DWG9. -�' SECTION DWCsB. �.-� _ �V C~ / SET IN MA87�G NAIL TO SET IN MASTIC, NAIL TO STRUGT DWGS _-- _ ._____-__--_ S i CLOCKING BLOCKING to -- -WITH FELT ALL _ ,-___ - ADDITION & q NOTE WRAP GONG ---•__- TOP OF PLATE � �-•-�-_ ---"-'- TOP OF PLATE � TOP OF PLATE --b�Uf'PER CLEAR OPENING SCUPPER CLEAR OPENING - �-- b NIl's►1 x Ib' IiNDE ,' HICsH X Ib' WIDE I CANT STRIP'- D q ` -AROUND �= - �GLEAT = - CLEAT -�'� CLEAT REMODEL CANT -TYP. CANT -TIT. STEEL ROOF _ _ DECK A _.._- JuuL, 5 HAY RD --CANT STRIP -GON i. PT WOOp CONT PT U000 7IGARU, OR 97223 / STUCCO STOP ` w DUR STUCCO STOP 503-684 2255 BUILT-SYSTEM ROOFING -SEALANT " T PROTECTION BD C - - SEALANT O `----SEAL.aNT ON RIGID IN5UL _� I I . PROVIDE ' • _ � i � BLOCKING ALL - - AROUND DRA'�4 ( �� AROUND DRAIN! -r- j M -----CMU WALL. -SEE SYSTEM STUCCO FINISH 919TE / STUCCO FIN15H ), \ - _ --- ON VAPOR BARRIER ON SPECIFIED 5HTNG 5TR11GT DWGS -~ ON 2'xS' FRAMING SEE n �TRUCT D.CsS EX T CONC. EXIT. LONG. 87RUCT SPESWIE &NTNG. WOOF RAIN \ SEE TRUCT DWGB ROOF RAIN)OF J016T'SJOIST'S DWG5 STRLCT r D _ \ /� /',� /� STEEL 458EMBL1 �^� / III \ ROOF �/ ��/��F I �� ROOFDRAIN4 F L f•-'•V�� I NG C)E T A I L SEE STRUCT Du1G$ � F A R A P_E T F L ,I 5 k 1 NCS 2 ;'r4 fR,4 P E T F L A Cn W 1 NG 1 OVERFLOW i�Ai�AF�ET FL ,S�-IiNC� A6 1 SCAB ! li2'. a� 1 5CALE !,�'.!' 0' A8 1 SCALE ! !:''•1 m' Af3.l SCALE 3'-I'-0' A8.1 5-ALE 3'-1'•0' A$.1 5C-ALE 'J CMU WALL SEE BUILT-UP ROOFING / F'LL AROUND CHANNEL I8' SYSTEM ON 1 H RIGID INSUL 6TRUCT DWGB _ EQUIP CURB Bt PROTECTION O I N \ " .. \ RIGID IN5U1.. TO MIN - - CMU WALL SEE MEC" urdiT SUPPL-'ER 3'-m' TO EXIST. ROOF 9TRUCT DWCsB EQUIPMENT FRAME ---- --- 3/4'#STL RUNI - T FURNISHED BY EQUIPMENT � vIf9RA �c"�N P.:p NEW PT TAPERED------•• � � / AA MFG vERIFY SIZE) V � � BLOCK 5 DERAILS - --- -- ND D �` GALVANIZED FLASHING OVER- % CONT PT WOOD BLGC K-�� -- `--- ` -- i�EIDGGESLSP WELDS WOOD CURE5RAME AND % DRILL.!.;HOR BOLTS TO CONT P T - _ EX15T STRUCT r Z CANT STRIP NEOPRENE WASHER a 18' - CONT. P.T. NEW 22 GA FLASHING -� - a '0_I I �G II'x3'x3/8' STEEL - BUILT-11P ROOFING - ry 4X1"2 PT u4IOD GUS43.--- - z CANT STRIP - \~1�\ MATCH EXIST. PROFILE PLATE * SI R SYSTEM 'JN I/2' CUT TO FIT MEGH EQUIP. � � _ I4WELD BUILT-UP ROOFING PROTECTION BD `\`'\` TA 4 6 DERAILS. Q / SYSTEM ON 1(1' ON 9P£C!FIED CANT STRIP -`` _ ATTAC W 5 8 1x4 AB - cv PROTECTION Up !GID INSUL -- _, ON MIN- b' RksID INSUL. BUILT-UP ROOFING SYSTEM ON 1/2' SEE 5TRUG' DETAILS -- ?.9- -.- --- t/a• STEEL CHECKER PROTECTION BD. FOR STEEL CHANNEL TURN UP AND OVER CURB AND ANCHOR. STRINGER PLATE- WELD TO FRAME. TAPERED RIGID INSUL EXIST. CONC. TEE. SPECIFIED ROUE AT MEC" EQUIFF -5E F.. `� - TOP OF ROOF SURFACE --- --- - • BHTNG. � ROOF PLAN. EXIST CONC WALL -_ _-_.__� % / NOTE PAINT FLASHING TG MATCH METAL ROOF DECK ROOF JO!5T8 ROOF FQAMING O AND WALL CONN. `)EE SIMICT SEE 9TRUCT DU.G3 FINAL COLOR SCHEME - f SEE STRUCT DWIG5 DRAWINGS - -- ____- - - D TAIL �� E I �T. PRIME PAINT AT SHOPS WELD°a SP�OOT" DETAIL FARAFET FL4,-^ 4NC� to TWT F• EQUIF. CURB _ GONC. 5CAt„1 ROOF LADE)EfR � � � LADDER 1! 11 Q � � � SEE /c1 SCALE I I?'•!' D' A$.1 SCALE: I i?'-I'-p' A$.1 SCALE I�'•! 'C' AFi l SC,4LE I Wml'-O' x o O ' CMU WALI.. -SEE a'RUCT DU66 �-� "xb' WALL FRAMING o u ( C ) SPECIFIED 5r"+TNG ,; • SOLIDSQ _ _ ? `/ . 0 TEEL -� RUNGS. GALTO V. WELD r. U 15E AM SEE I Op EA. ENDER l °� �J �,- STRUCT DWG8 y_ SPECIFIED °r1I?1NC� T O' 14 - OD STUCCO FNISH SYSTEM STUCCO FIN!5" ON VAPOR BARRIER Si STEM ,� - STUCCO FINISH 51 STEM -CMU WALL -SEE FRAMING ON SPECIFIED 5"TNG. BUILT-UP - VAPOR fSARRIEIQ 2'xb' °50FFIT - ON VAPOR BARRIER r-'3/I6 STRUCT Du1GS ROOFING - _ FRY REGL.ET CHANNEL GOVT. P t >a i• OR EQUAL C9-15-400 GAUNT STRIP 3/4' MOO PL.YULE) CONT CANT :PT F ROOF JO19?9 / -PAINTED FINISH BU!'�T-uP ROOFING•-�� ' SEE STRUCT Dwrs8. X S'Y'STEM ON Irl' ! - : INC ELEV: III'-©' B ELEv IIO'-4�:' , - P . _ �' SYSTEM ONR PROTECTION tL'D. CHANNEL LINE MIN 6' RIGID INSUL. r-e: --1- ON RIGID IN L $ . ,. DOTTt7h1 OF REAM ON RIGID INSUL �-- I/2'• EN►'AN910N 9 •1, __ LINE OF WALL \ (` BOLTS v BUILT UP ROOFING T tt - FRY-REGLET -- SYSTEM ROOF ( 1 5W� 2',r',4' STEEL STEEL ROOF DECK STUCCO EDGE BEAD I �-✓ STRINGER \�`�_. SWEET METAL WALL 5EE 5TRU--T DWG9 METAL FeOOF DECK.- --/ J �- -- STUCCO FINISH ---ROOF JOISTS 9' OR II'r3'x STEEL R FLASHING TIGARD TUALATII� SEE STl@11CT GLLICa9 SYSTEM ON SEE STRUCT NOTE CONTRACTOR TO VERIFY ROOF DECK VAPOR BARRIER �-- - ---- DRAWING5 TO ROOF DECK DIMENSION. SCHOOL DISTRICT SPECIFIED INSUL F?E`,IEAL DETAIL 17 F,4RAFET FLA54NC 1t, REVEAL DET,41L ,5 FLr454NG DETAIL 14 ROOF LADDER CONN. 13 ROOF LADDER 1.11]7 �w PACIFIC 11wY A$.1 'CAL[: I IR'.I'-0' AH 1 SCALE: I Wal'-O' A&1 5CALE 3'-I-C' A8.1 5CAl.E /'-! O' TICARD. OR 99223 A8.1 SCALE ! I'1'�! •C' A$.1 5CALE: I Irl' ' -O' 50;1-820-1820 -- - SCHEDULED FINISH SCHEDULED - w(,;:tL:,. f�EE ..... -_.._ ---- FINISH STUCCO FINISH SYSTEM GO N --------- � � ON VAPOR BARRIER ON VAPOR BARRIER `V A n" �-- T' f �3 ON WALL SHTNG. COr1C GOLUI"IN. GONG COLUMN ____-.-_ "<[A11 -SEE '41173"W tiR WAI.L v SEE 9TRUGT DWGS SEE bTRUGT DWG9. f� 6TRLtiT DWr�S '7r•*''�Lb -&EE' TRUCTLDWGS E _ 2'x8' WALL FRAMING 2282 STUGCC FIN13" SYSTEM D _,--CERAMIC TILE SEE INTERIOR SEE CERAMIC TILE --- - -- B t3,.M1!:b.��i.!tD - - ---- _ _. d d .. SPECIFIED In'SUL EN ON vAPOR CARRIER �'N' 2r�s d i ELEV9 ELEV9 I 5/8' GYP BD. ON • ON SPECIF,EC SHTNG. 3/4' FURRING CHANNEL �, - - - --- SEE STRLICT. DWGS. 31M, d d AW CUT AND SAW CUT AND - SIh1 - - 0 16' OG • '1 FOR CONN. C'ETAIL ;�" REMOVE CONC REMOVE GONG. \ - Q WALL WALL 1 Q ELEV. VARIES ELEV. VARIES !«O'-4�kr' �- �� --_ SEE STRUCT. DWGB. I _--_-_ _ w_- SEE STRUCT. 011136. OF Ol a TOM OF WALL BOTT011 OF OIL BEAM-V �C TOP OF WAIL Iffi '' ^� � �� y . ° • ---SEE FINISH SCHEDULE E . ° --- --SEE FINISH SCHEDULE r y fiTUC.L-O FINISH--- \ • • / FOR FINISHES •, /` FOR FINI8HES F UE G F.OE-C. ` ---STUCCO EDGE SYSTEM ON ��-.� -�1 (- I ` � i 4 • VAPOR BARRIER 1 / I _ X 1 .- �_. F 1 •4 • _ FINE3H FLOOR , ELEV. IDD'-G' DEAD • EL • , a ^ INISH FLOt:R .,••. DULL OLSON �1JEEKE� P51.4EA TING t_ � - ------EXIST LONG. EXIST GONG. _ � • a ° , G -1` WALL TO REMAIN WALL TO REMAIN _ . AT STUCCO r A A 0 M 1 ♦ t 0 T 6 34 FRfrMING ll z•`1 __ - GMU WALL -SEE CMU WALL -SEE -�' 1 CON_ SLAB AND -CONC SLAB AND tU JOINT : FND -SEE FND -5►E Sr''E GIFIEU - STRUI . 106. A 'STRUGT. DWGS. , MATT INSUL. � / 5TRUC T DW635. � . ' STRUCT DWG5. 319 SM t1A5NINGrp1 S1.NO 200 _------ ° �``�------ _ - FACE OF STUCCO STUCCO FINIS" --_ --'' l� _._�.-._.�-_-...-__-. _ 97204 CONC COLUMN FINISH TO ALIGN SYSTEM O + SEE STRUCT DWtaS AlpOAAAN2 OR 111A TAIL A T QUA L L 5 WITH FACE O _ _ ____ III GRADE VARIES FINISH GRADE VARIES 15113)219-BASO A. EXIST. WALL SEE BITE PLAN SEE SITE PLAN FAX(503)113-9192 :..,, 5 24 REVEAL DETAIL _ 23 INTER5ECTION 22 DETAIL AT UJALL INTER. 2i DETAIL w� WALL IN 10 DETAIL 19 DET�41L A8.1 &GALE I Irl'-I'-@' A8.1 SCALE. 3'-I'-0' A8.1 SCALE 1 1.2'.!'-0' A8 1 SCALE: I IR'■1'-0' AR 1 SCALE I I/2'-f•0' A8.1 SGA;E I I/2'•I'-O' 02-27`98- ` BEAM, -SEE DWG3 - WALL LINE FRiN�cs SEE L ,oe 4 --- 97055 > . _ Ili 1 STUCCO FINISH 51 STEM WALL TYPES 4 ON VAPOR BARRIER INTERIOR WALL �� - -- SPECIFIED t A _�__ - ON 9H1NG VAPOR BARRIER ��' FRAMING. SEE - ®ATE INSUL b11A�t1 �Y 1'd _ �- STALL TT'PESSEE 2'x6' °,OFF!T "' r �✓ - FOR FINTERIOR FIINISHES 9?UGGO FINIS" SY91FM -`''� cttccKm by KJ FRAMItNG �/^ ON VAPOR BARRIER - --- - BEE FINISH SCHEDULE "= t FOR INTERIOR FINISHES ON SPECIFIED B"TNG NOTE: PROVIDE CROSS �^ I \ t3RAGINc� AT JOINTS THAI - � -.._ __-_- 7'x8' WALL - RE♦ISION9 r ELEV: Ilm'_4$9' DO NOT ALIGN WIT" FRAMING - -- _ MFr1BER9 �__ -9DG�FIEDi�WINDOW '� FO.0 _ C BOTTOM OF BE 4M� /� - -- -- • -- _-- -_ __._. SOFFIT FRAMINC•T N " --• �. d n ^� •,� SEE STRUCT. D!1JC-5. _ ` - FO.C. I STUCCO " -- 1 F.00. � C 1 - - _ 1 `r `----- STUCCO FINISH 1 r FINISH raY9TEM _-" _ _ 9 STEM \`` - - -STUCCO EDGE -- - -'-- --3/4' MDO PLYLLID - \` ON VAPOR BARRIER d a. BEAD PAINT FINISH \ -- ON SPECIFIED B"TNG �° _._.__-_._____ USG •15 lOf2 EQl1AL) C CJNC. SLAB �� d - -- CONTROL le EQ SEE PLANS. a ----F�2Y REGLEt PCB- STUCCO FINISH 819?EM 2'x8' wALL p . n J1 -� 4B' C.C. TIP 1g-V-'15 OR EQUtL. ON VAPOR BARRIER CONC WALL. -SEE FRAMING ROOF ANI) d!�r' FRY 'F' MOLD!NCti NOTE: 9Er EYrTERI<?R ELEVATIONS FOR LAYOUT !'} 4 FPM-15-15 OR EQUAL - ----'- (MITER AT INTERSECTIONS% ON SPECIFIED 9+ITNG --- - BTRUGT DwGS. EXTERIOR 4 3 OF JOINT PATTERN t�OORDINATE PATTERN 11• �� ` Q SPECIFIED _ - - -+ - ----- 3/4' MDO PLYWD WITH ARCHITECT PRIOR TO COI'MFNCING p - SPECIFIED I IEU t .�• BATT !NSUL DF'►All S PANT FINISH ll STUCCO INSTALLATION a BATT IN9UL. 2'x8' WALL �! 4 5%8' GIP BD, CIV 3%4' _ d _.� - ---._ r.__. G,-NG. COLUMN FRAMI1NCy u_ FURRING CHANNELS SEE 9TRUCT DwaS. T*T/F. 5 T U C C 30 COLUt-IN REVEAL DETAIL 29 50FF1T JOINT DETAIL - 28 CONTROL JOINT 27 DETAIL 21; DETAIL 3 - ,, DETAIL A 1 gC,Ai-E: i i?'•I'•®®' A8.1 SCALE 3'-1'-C-C' Ag.1 SCALE FULL A8.1 SCALE ! !/2 -!'-0' A$.) SCALE: 1 !/1'•1'-0' 801 X9.1 SCALE t. tl I en3 1 If This notice appears clearer Than the JUN 0 Z 2000 dement, the rlocument is of marginal qualify. 1IlICrC1111t11Cd 1�1 III i IIII,I ; 1 ! III i {,1 i II I'll 1 �;� �li I I lii i ii I �;1 I I�IIs�111111�i� ;Jill 11 1,1;IjlIJ11'.. „ Illilil If � II 11,1 I ,II'I jil I III llil i INCH ' MApC IN CHINA ifiTu -il _--%- ti _� - p - I I II III I uLI II ntl I I I III Iiiilil I I I III II I II, I I II+u I 'I' IIIII' fl ! II!!1llt�ilii !iili: i!1l1�I"'' ''I "111!; :llli!I!1lIII!!1�!!IIIIIl111!1!, �, . �• • I !I�IIJIIII!„11211 .!•,III!11,I•:>,ll+l�!!L>I!I�I!.• •lll�li,f,l•f,:�1l,:�,.,II ti!Ali+liyhi{u,1_,,I,il: ! .I1,.11iallm._:i�i1T,,;1!: _u It u L :, •1 ., _r _ ,'chs• 45tLk.. .. ..- .... .._. ,.,. ��I'.I.7-'A,�?a -:YFx;ip'l:.!'.e'PaG' t ..,._ _ .. -_. ' I ' I.t :•...•:,"I.,�r&�:3::Si4R'NPVF�?F'kf�TflVcS'AS'F ?LA,49h•�'r'1.�'idYi�f;,T.Si`a;S3a46, a1.�,''ar� a., !s,. 1, i 7,1 \ ..ter '" r. _ ,. .. .-_,.. .. i .,. r .. .. ... ♦. ....w...• .. rr k. tai., •'..Y•._ _ i Ex.18T CONC. TEE -- f - �- -- -� - Ca,c. WALL -t3EE T-2 TIG A I -_- - --_— _ j STRUGT. Du1G8. 2'x21t WALL FPE '4 NG EXIST METAL .---.-- —CMU WALL. -SEE i I I,2'� STEEL PIPE 'agit'JRAIL HIGH SCHOOL i- PLATE E REMAIN ' 5TRl1WA L, - S. CENTER SWIM r-FCxALv ASTEN A TEE E WITN I Ii1'� S1EEL PIPE HANDRAIL �— BRACKET:NANL)R ILMQK ADDITION Irl�IU ( 24 A. STAINLESS tl• 11 P + + tR'�PIPE GaNrEc;TOR t� J �`---- - STEEL SCUPPER �l / NEOPRENE WASHER b' NIGHx Ib' WIDE 'BEAD W!i:lN O FASTENERS I I/2'• STEEL PIPE { - -- - .� - - --- PAINTED.- � 44 ' - WEE PIPE O wANDRAIL I REM E L -- BUTYL RUBBER MEMBRANE BRACKET To HANDRAIL FASTEN ,J TEE WITN _ t3uILT-UF RpOFING —GALV PIPE SLEEVE gRApCET • 4'-0' OG MAX SYSTEM ON In' � pp 800 NEOPRENE WARNER PROTECTION EX) - - 112'I2gp1U5 TSF GRd'TED SOL [) Q 4 X DLc411 6 "ow ST W/ j-Ibd i FASTENERS ON RIuID INSUL l- - - o Q `91MPSON i+35 M1L TIES TIGARR�oRURHAY RD. — (FINISH LINE MEETS - -d 2 TOP 4 BO STU0. 6 W! 972293 w,,,,,,,�1,N w - -- �� 2 5()3-664--2255 t n T UPPERLOF1'ENING "v I a GONG.ALAS - _. 1/2'• Rx 1/4' THICK n FASTEN TO BLOCKIW x p6tTT► MEMBRANE C i e ! - 3 1STE 1Ex 15 T�••IIGK }1 . _ - —•t.',ON-. STAIRS. -SEE 1 Q n FASTEN TO WALL W/ + t STRUCT. DWG6- FOR 4) 3/8'• x 4' w/ 4 3/Ib' F.N.Wb• REiNFORCEMENT a d KWIK BOLTS ` TAPERED PT - STUCCO FINB BARRIER � -- - \ a 1 Q e ___.__ � ON VAPOR BARRIER 1 ON WALL 9►+if�Cs o I -�- eLouclNG . � ------2'x®' PT ------- METAL ROOF C>ECK. o A',z) BLOC-,K.ING AND WALL. CONN SEE 'STRUCT DWGS ►JOTi PROVIDE 4'x BLOCKING AT EVERY NANG'RGIL gUPPOR Ur- -- -- CMU WALL -SEE STRUGT DWGB I _. - �ANIRAIL DETAIL , NANDR'AIL DETAiL /� ` C — - SCU�E'EiR DETAIL — ALT. 01 4 DETAIL 3 DETAIL tj D E TAI I L TEE — ALT, 5 4 8 2 SCALE I m, A$,2 SCALE: 3'•i' c' A$,2 SCALP 11R'•i'-tL`' .._' A$.2 6CALE I 1 t'.I' m' \IiiiAfl.L a_A�E ' !-'1 O' 48.2 SCALE 3'•i'-0' GMU WALL ALIGNS WITH EXIST FND -- - - - BUILT-UP ROOFING SYSYEM ON v2' -- -- � .-- --- EnIST Gc-SNC. SLAB a PROTECTION ESD. 1f POOL [7F-(;K ON MIN. b' �-- - ON MI 1. 61 --_ SPECIFIED SEALANT - OVER C'.OMPRESSIBLE CMU 'yAL.L -SEE--- ---_r--1 FILLER STRUGT DWCaB 4 EXIST. CONC. WALL -" // STu...CO FIN19r� 5ti„TEM ON VAPOR E54WIER � �- - NEW GONG. SLAD 5PECIFIED -- Si r:IFIED S►:TNG - BACKER ROD - r'rr OVER TUNNEL PANT FINISH --- AND SEALANT oo "IETAL ROOF e e 2'x PT PLATE - ip DECK -SEE a' ---- \ 9TRUCT. DWG8. t14* SHIM -" 9tuGr�O EDGE BEAD) • . l 5►'E:-IFIEG ROCn- r TRIM STUDS A9 5R1GC0 EDGE BEAD -- fRAF*1c PAC15 DRY-PACK---- -~' ,v 3TU000 FiN15N SYSTEM f META DE AT - -- - a BACKER ANT . ' METC,L DECK SEE "-'� 1 - ►- GROUT SOLID t"lE14L DECK AND SEALANT . ON /APOR BARRIER 5TAI1ILE55 STEEL _ STRJCT DWGS _ _-- 3:4 .. _. -- ---- / _ EXIST ALUM FRAME-.__ I SEE FLAS►+MCa . SCWEDUL-ED --- -_ -- E CERAMIC TILE '- - 14EAT TUNNEL I NEW CMU WALL FULL NT TG` DECK SEE STRUCT Ol:�'s3 -EXIST GONG REMOVE, PROTECT, ti STUCCO FINISH 9Y"STEM CONC FID W-•: L FOUNDATION STORE EXIST CaLAS5 ON VAPOR BARRIER 5/8' G`(P BD ` -- "--.- REINSTALL IN EX15T ON 2'x4' STUDS FRAME- PROVIDE STUCCO ECC# BEAp TURNED FI.AT) NEW GLAZING 5TOP5 HOLD BACK 114' �. - l AND SEALANTS FOR CAULK JOINT gTIFIGTLDu)GBE r r j:1 E x 15T. IX " NEW G1"1U ! — A T #1 $ 5TUCCO FLA5� INC� DETAIL STUCCO JOINT -DETAIL p / C /^- p /� t'�, t^1 T A I I METAL D E G< �o D E T A I L '� ��. A P� — ALT 1 a U.J A 1_L. �E T A I L L. �i E. F�,L 12 f�o�/1 T R4FF ( �...• 1 t"-11.� 5 I 1..i 1-•. - — t 1�1 I'-�' o. 48:2 SraLE Y0 -0' ` \�tlj WAX ELEV. 11! 1 v TOP OF PLATE �1 4 - ( INE OF STUCCOWIDTH t � ��. (RETURNb WIDTH OF CMU) OWE F DE ASSEMBLY 1OTOP - 5TUC.CO EDGE BEAD t FLASHING ON TAPERED 1 PT 2'w -SEE DET. 4/48.1 1 �•1 � STEP FLASHING (BELOW) I - GONG 15EAM BELOW ). • " - STUCCO FINISH SYSTEM - I SEE STRUGT. puGS - ' V ' • ON VAPOR B.4RRIF� I SEE 571QIJGT. DWGS I ----- LINE OF CMU WALL • � ° • ' • •• FOR CMU WALL AND , • CONN. TO CONC SCAM I a • • -�.__ _ LINE OF3TUCGO • . •• a• _J13N&BEAM -SEE r Q 4 T. OWGS _ • • + GONG.WALLS SEE • + • STUCCO EDGE BEAD STRUCT. DWG9. ° ' • • 1 - STUCCO GCNTh'OL JOIN? • • � CAULK JOINT A I - - -- D 1 �. . I ®ELOW ROOF d I 1 3/4' C. :-. ;:E Q CANT STRIP i I' r ILT UP ROOFINCI i TIGARD TUALATIN v 1 ON 1/2' PROTECTiON — 1 17 IBD. ON RIGID INSU'_ I SCHOOL DISTRI:'T _- i q DETAIL _ - ,_ 13137 sx PACIF'.0 I I tyl' t3 GONG_. CONTROL JOIN TiCARD, OR. 8722:1 •------ 503-620-.-1620 %1H SCALE SGGLE 3'*I D' ,5 DETAIL 4f� 48,2 SCALE' I VIVO-0' vAt�Ie__-5 y �' ` 2282 VE pC ly w OF mom 16 EXTERIOR D E r 111 CLEAT REMOVABLE WALL PLAbHING COUNTER PLASHING___-- DR;IP FLA�Hi_1`Kt_____ CAP FLA+S►'aL►_�a---_- CAP FLASH NG - III GA STAINLESS DULL OLSON WEEKES 24 G.4. 24 GA PREPAINTED 1B GA STAINLESS STEEL 24 GA PREPAINTED COPING W/ CONT IB C'A GAL V PREPAINTED almxl'/i' SCREWS W/ STEEL A • • N 1 r • e * e 6' BACKER PLATE AT EACH JOINT SEE DETAILS NE--PR WASHERS AT ON 30 L® BUILDING PAPER ON 18 O.G. W1 I' MIN PEN. 119 SW MA5MNGION 51..NO 200 WOOD 5"IM INTO SOLID WOOD. POIIAANO.OR 91201 (SOS)226.69W MOTE I FLASHING$ CONGFALED FIROi'1 VIEW ARE GALVANIZED FAX(503)713-9192 2, CONTRACTOR TO FIEL D VERIFY A.L DIMENSIONS PRIOR TO FABRICATION 3 SIZE DETAILS FOR ADDITIONAL FLASHING 814APES. 16 F L A 5 x-41 NCS 4. HEM .4LL EXPOSED EDGr9 - — 1 - a�tic 02-27-98 doe 1 97055 DNA VN !Y TII CHZCK6U BY i(r EXTERIOR t DETAIL r tr a 92 IT 98-0N01I k t .. i. _.•. Page IA a; 25 r.. ^tiri'.�fr a this notice appears clearer than the JUN 022000 ' . 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OF DOOR FRAME - OF DOOR F4kAME � \ ✓ ---�,-_-- I I --STUCCC FINISH 5T'STEM ON VAPOR BARRIER -_ ---- STUCCO FINISH 8T'STEM - _ --- -- -� �- -- ----HEADER- SEE HEADER- SEE ON VAPOR BARRIER I -- SPECIFIED SHTNG HEADER- SEE STRUC'• DWG5 STRUCT DINGS 9TRUGT. DINGS. - SPECIFIED S1rTNG. - - -- - I/�' CE 1ENT BACKER - --5/13' GTF BDA - -- {- -- -- 5/8'FURGNP , BC'. ON 3/4'4 5/8' GYP. DD. ------ 5/e' GYP. a✓. 50 BOTH 51DE5 BOTH SIDES MOTH SIDES. � s I6' Or STUCCO EDGE DEAD 00 STUCCO EDGE BEAD i _ SEAL:,NT -TTP SEALANT -TYP SEALANT -TYP. ` _ �' BACKER ROD • CAULK r DAGKER ROD • CAULK - SPECIFIED ALUM FRAME -- SPECIFIED .4LUt'1 GrJOR :'4PECIFIED ALUM. FRAi1E (FACE OF FF2AME ALIGNS CAORRI,aLAZG R SI E --- ,FACE OF FRAME ALIGNS WITH FACE OF STUCCO) ' I CORRIDOR SIDE OF FRAME I SCHEDULED GOON WITH FACE OF 5TUCGOI :'5,;HEDULED COOR -- AND FRAt•1E I, :,ND FRAME AND FRAME ULED NOTE LITE _____ _ 1� ` NOTE SIMILAR Fp{� STAINLESS STEEL FRAMES - � A N.1,1. FR,4r'iE 6 �E �,D ALU�"f. 1= R,,1„1E 5 DETA4iL 4 �+E ,4D � 4LUr1. FRXE_ y �E�,D � �.1�1. F R',�r'i E_ � �E�4 D �-x.1"1. RE L I T� _ _ E D _ -- r A8 .� SCALE. 3'-I'-0' A8.3 SCALE Y-1'-O' .- AB.� SCALE 3'-1--0' 18.3 SCALE 3'.I'-©' A8.3 SCALE: 3'-I'-0' VA-"3 - FACE OF STUD TO FACE 11,4' F 46CE OF STUD TO FACE Ili' OF DOOR FRAME OF DOOR FRAME �,}� -* Ci SEE _ I I 5TRuCT CWGS - -- F --ST'JCGO FINISH 5T5?EM7 - --STUCCO FINISH SYSTEM t - ON VAPOR BARRIER ON VAPOR BARRIER - HEADER- SEE STRUCT CWGS - - 5i8' GYP. BD. ON :14' - FURRING !-1'I. NtL9 SEE -- - - - SPECIFIED SHTNG. d ib' O.C. 5TRUCT DU,66 I/1' CEMENT BACKER ---- �_ __-_-_-- 5/8' GYP BD \ -- Ri8' GTP bc', _ SPECIFIED 9HTNG. _. - -- 5/8, GYP BD. BL)- BOTH 51DES BOTH 5IDE3. _ FROTH 31Di:S --STUCCO EDGE BEAD - STUCCO ECCE BEAC SEALANT -T"ri.' ------- SEALANT -TYP I I SEALANT -T7P - - v • - - BACKER ROD �--BACKER ROD �Y', 0 • CAULK SEALANT -TT P 4 - GROUT SOLID • �! • ____-- ---- GROUT JAMB 5O.ID . ^ - ------ - GRC�1 JAMB 50L ID • CAULK • , - ..I - GROUT FFt.CM�= SOLID ---- SPECIFIED Ai_UM. FRAME ,- - (FACE OF FRAME ALIGNS !FACE OF FRAME ALION5 - SCHEDULED DOOR ! W!TH FACE OF 5TUCC0) ---GLAZING STOP ON I SPECIFIED ALUM. FRAMs i CORRIDOR SiDE OF FRQME I WITH FADE OF STUCCO,; _ SCHEDULED DOOR _ _ - _SCHEDULED DOOR AND FRAME AND FRAME 1'1GARD 'fUALATIN AND FRAME I eC_�4EC'UL ED RELITE P-LAM SILL BELOW 1 AND =R•.ME 1-- - -- - SCHOOL, DISTRICT NOTE. SItt.+LAR FOR SIT'.IINLLEE5:5 S�T.E.EL FR4"E5 /� }�.� � }�/�j� � f t�? Q I ,� /� F./� /� � /� j � /� /� r./� HWY t 14 I t 4.I I. I r� J t 1 I I .I I. Ir- 1.� J y I i LJ T"T.1�. I I�+>� r71'11\ J 1�L� L l.►I I, f-�I I E f�--''t D � � I. F f.A 1� rT D ^ r`"'1 f--1 I I _ f 3137 S Ir PACIFIC 3 J 8 _ ITEL __. TICARD, OR 97223 , y�'{ A8.3 tSGAI E 3'•I'-©' A8.3 5GALE 3'•I'-(,^' A8.3 SCALE 3'•!'-C' /1H °GALE 3'•' p' A8. 5GALE: 3'•I'-.�' i' ' SCALE 3'•I-©' 503-620-I620 FACE OF STUD TC FACE 1114' OF DOOR FRAME �;.; • _ _._ -- -I - WALL LINE BET;�ND J 2282 V i•` I 1 ---5TUCCO FINIS" SYSTEM SEE __ �- - P-LAM SILL `�� STRUCT DINGS MIN. SCHEDULED WLITE ON VAPOR BARRIER ANG FRAME BD ` I SPECIFIED GLAZING ---CMU WALL -SEE �` l lrY 5'8' GYP BD .----GLAZING STOP ON STRiJCT DWCoS. = ---.--- -- SPECIFIED 5HTNG, w - - - STOP APPLIED TO GOARIDOR ;SIDE - F V CORRIDOR SIDE --' SPECIFIED ALUM. FRAME / Uf V2' CEMENT BACKER OF FRAME OF FRAME - - --_ - -' BACKER ROD d _ f • • CAULK - -- -STUCCO EDGE BEAD } I' SEALANT ..TT" 4 I • GROUT SOLID C • - -----5/8' GYP. BO. ON 3/4' • --�--- ` FURRING CHANNELS . ' �' SEALANT -TYP BACKER ROD ,• ._ • CAULK y SCHEDULED FLOORING I - -- STUCCO FINISH SYSTEM GROUT FRAME 50LG DULL, _ -- ON VAPOR BARRIER (FACE OF FRAME ALIGNS OISON V��EKES _ SPECIFIED ALUM. FRAME n - -- SCHEDULED GOOK '� ., a e N l t e e r • -- -CCNC. FLOOR BLAB AND FRAME I / - SCHEDULED DOOR WITH FACE OF 5TUCCO) SCHEDULED DOOR.. ---�� - - SPECIFIED SHTNG. AND FRAME ' AND FRAME 3I9 sw WOW1011 SI 10 20D F"TLAMD,as 9iC4 ('501)226-6W � FAX(50,1) J ' 1"i F' B`I f T , D E T,41 L ,5 S I L L 1,11"1 F R,�1'"1 E ,J ,r'i B .1"i. F R�1"1E ,6 J 1~i L U11. F R'A1"1 E 1 L4 E .. 7 Q 5 i L L .I I . I � _ F A g SC 4L F 3'.I' D' A 8.3 SCALE Y- 0' > --_ A 8.3 r Aft S1rA1.E: '!'•I'..21` A8.3 SCALE' 3'■I'-!d' 5GQLE. 3'-I'-0" A8.3 SCALE 3'•.-O' 02-27-98 t 97055-- FACE _ I Y WITH FACE C CONT DRAkN BY TJ _ . i--- FACE OF FRAME ALIGNS l v. - - . -- HEADER- SFE SCHEDULED DOOR _ 4` - / CBLY•KiSD BY KJ - r: STRUC1 D!165. ---- • FRAME IN5ULA?EG GLAZING 2'x8' WALL FRAMING ^_ --- --5/8, GYP. BC). -_ �-- - - - 5/8' GYP. BG - 5/8' Grp BD Ilr atsvtsmws ,_ l I APPLIED ---- - BOTH SIDES BOTH 81DE8 WEhTIIciFSTRIP 1�7' CEMENT ALUM THRESs+OLC- M 5/t?' GYP BG \ ------ -- 5/8' GYP. DD, BACKER BE). ON 3/4' FURRING \ I - - CHANNFI.S • !F.' EG � ON 3/4' FURRING SET IN SEALANrALUM, DOOR JAMB CHANNELS • Ib' E.C. ! ASSEMBLY MER MPGR. ✓ _✓ SEALANT -T�P SEQL: i -TTP -SEALANT -TYP. GONG. 51DEWALK a 41 Ll --- --- SPECIFIED ALUM FRAME 4 4 - SCHEDULED DOOR + Y • GRCC-, .'AMB SOLID - �^ ^-.-- GF2C%UT JAMB SOLID all -�• .0 LINE OF CONG SLAB FINIS IFIED FLOOR DOOR, WINDOW • I 50WEDULED DOOR CONC. SLAB l��hi�) FRA"!E n gr'HFpULEr_ DOOR AND FRG21E - ELEVATIONS yf - SCHEDULED DOOR .Y aND FRAME ANC' FRAME � _ r DETAILS 1 l- -- 1 - 1--- SET SWIM L!�'-.�EEL IN SEG,L<1J�T __.- - A40 4�.i'i. Fic' ,�'iE z4 DET,� iL _ T�R'ES�OLD 21 WINDOW TC' DOOR' 3 ry; X1"1 .iii. FRAME-_ ),4ME3 H.M. F�?,4i'�'iE -- 2 E � _ A .3 SCALE, � - I'-QS' ASS.' 9CA,LE: 3'-1'-0' AR 5CALE: 3'-i'-0' A�.3 SCALE: 3'-1'-0' C 18.3 `GALE SCALE 3' -I' " t _ 8„80`Uur itm oe 1; SI1 119-00 I P`.ge 19 of 25 ISO `*$4 ` A'r LVW If this notice appears clearer l,l:ul the JUN 0 Z acumrnt, the document is of num incl t unlit 11111'1 , I'I'IilIIIi'I �-PTTi , II , , ; ll ', , a y microfilmed 'I!I!I! I I I S I I I I i`1 I ;I I�,.I,I I I I ;i;;; ! i�li:ll illli i illlili Ili,l I I�Iiill ►IIll�lli Iiill�llij lil�jiiilif Lill ntcn AAAoIt�CMINA I i I I ! 1 II11^ • �ll,lf�lii�l,l, 1�1�I•ILi�l.l,�l,lll.: .I,11L,.,il III,.,,,I ,,,, .11 I! ,�III,I!1lf,llll,IIILaII iii!�111111,;.IIIL .tlLl,l{IL J.tlllll!1.,1•, .,Ili , •itll,fl III fl Ii ISI Illi,��,fll,,:,�,I llLi,...11llC,,,I,III.: ,I�,illllll,•III�Ii,II,IIIIIIJ,R(�,I 1 A. roy y , �' Itl �� Vja• r . ti�t�'ehk'y,t° tH. t k.._ .• , .. , ..•..e .4.. ... .7 ..... -.. _ - ... .. .-. .. r t _ s •s i 1 l I-- .�... SEE FINISH HEr CMU WALL. -SEE------- __ _ _. ...-. .-- .�..- --CMUWALLS E eC FINISHES E FOR t3TIiL1CT. I�l1Ys8 .x.. _ - TIC,AFD - d G dd d - 5EE FINISH INTERIOR ELEV9 "- _�-- -- CERAMIC. TILE -SEE HIGH ,.CHUOL Q SCHEDULE FOR 4 . r C FINISHES d -CMU WALL. -5EE SWIM CEN I'ER _ ExlST HALL 2'x6' WALL -----_-_A_ -_ _- -. __� / d 4 d STRUCT UWGS ADDITION & 2'x4' SOFFIT FRAMING '- -" 2'x6' SOFFIT FRAMING FRAMING ti �� v - NEW CONC COLUMN O^ f --- SUSPENDED CEILING O SOF_ d vd SEE STRUCT DUGS 4 4 C -- - NEW CONC. COLUI"N REMODEL -fes- EXIST MEC" --- SEE STRUCT, DUGS. DUCT. a d a SYSTEM. SEE REFLECTED - SUSPENDED CEILING � ABOVE CEILING FLAN FOR HEIGHTS SYSTEM SEE REFLECTED r _ y000 SW DURHAM RG CEILING PLAN FOR HEIGHTS '� I - TIGARD, OR. 97213 _ + CERAMIC TILE -SEE y INTERIOR ELE VS 1 503-884 22`5 -� - U EXIST GONG WALL i 5/8' GYP. ESD - � _--_--�- EXIST REM CONC WALL � TO REMAIN �- - -- - IN 5/8' Gl P BD ON 2'x4' WALL \ FRAMING _ to W. L8 IsYP. B CONTRAG�OIZ VE'rc F l _ , 1 2'x4' STUDS (TURNED i. NOTE: SEE REFLECTED CEILING PLAINS FOR SOFFIT --- --- - I L_._-- GUT AND REMOVE = FLAT) • ib' O.C. AND SUSPENDED CEILING ELEVATIONS NCITE 5EE REFLECTED CEILING PLANS FOR SOFFIT L,NE OF . 5/8' GTP. BD. --_--- -__ EXIST CONIC. WALL 2'x4' 5TUD5 (TURI•IED AND SUSPENDED CEILING ELEVATIONS. AND SOFFIT -__ -�_--.ASEWOW ? -© - ---- FLAT) • Ib' OC A13OVE 6 DET,41L DET,� IL 4 �ETAIL 7 DETAIL A9.1 5CALE I f.^.'.I�' - -'- _ .f 5/0' 8' STUDS (TURNED - --- - - GUT AND REMOVE AA.1 f3CALE I i.:".I-�' H.9.1 5C'.ALE I I/1 -P-O ti'3 1 SCALE 2'.I'-0' -- -FLAT) • 16' O.G - f---- EXIST GOIJG WALL 2 DETAIL 1 DETAIL A9 1 SCALE: I V!'-.'-m' A�' 1 SCALE. I I/1'.I'•0' --- SCHEDULED SCHEDULED FINISHES FINISHES _---_—�-- SCHEDULED WALL --- - --- - I/1' FURRING CHANNEL'S I� _-._ - 2'x6' WALL -- 2'xb' WALL TYPE 4 FINISH • 16' OC f I FRAMING FRAMING 2'x12' ALUM BENCH 5EAT -_ - _---------- ----- - 5/8' GYP. BD I 3;9'x2' FLAT BAR ( ---_ SPECIFIED SHTNG. (2 PER BENCH) (2) ADJ 5HELVING AFROt�iRGF BRECATION _. FRAMING L I -_ -- -__ ACOUSTIC INSUL SPECIFIED --'_ _ - RAMICSPECIFIED TILEALL * --_--_ _--.. 2'x6' WALL CERAMIC TILE uF'PER CABINETS -PAINT. FRAMING ON 1/2' GEMENT ARE 'rO BE 13' -__-e-_--- - -- --- - _ -_ CLEAR INSIDE. SPECIFIED BACKER ESD. i/2' GEMENT �. . ""� __.-----.-__- 2'x4' WALL 1•' 1 FRAMING - BACKER BD. CERAMIC TILE SPECIFIED I.' BOTH SIDES T1 PIC.AL ,J- 121 )r1'x4' KWIK BOLTS BACKER BD NT y� -- SPECIFIED d a - --FLOORING EPOxY CERAMIC TILE d ON 1/2' CEMENT - 3/4 PL WD W. F L F NI 34 v - 1/2' wRRING CHANNELS v - 5 GIFT D EPO Y _ SPEGIFIFD EaOxY BACKER ©D F'E E x •t , � I d I'-6' r � • Ib' O.G. 6,.7. I FLOORING _ �"1 CONIC FND -SEE FLOORING 4 _-- ) - STRUCT G'WG5 d 4; SPECIFIED EPDXY �' AND SLAB d y,` IxA BLOCKING FINISH FLOOR -- - - FLOORING ( J /- -_,_...._,f.- I / AND SLAB i 3/4' FALSE PANEL CONC. CURS G W/ P-LAM FINISH fi AND SLAB A.-._.-'-`-_"-_" '"_- / I I 1 ! - - TYPICAL TOP a MUTTOM e CONC CURB �< -,f 3 lr__SEMIAND 5LADl -RECESSED PLASTIC PUl__ ,2 D '.E55IN VENC+-� 1 LONG. CURB DET, -iIL CON`../. .-URS DET,A1L CON.C. CURB D1._TA1L _ UNDER CABINETFLUORf:S<:ENT j ( j FIXTURE. 5EE ELIECTRIC.C.L �I A9.1 SCALE. I I;>>..i.��,, ._.._ � , Sc.ALE I IV-1 -0' A9. , 1 5�4�E �' A9., 5CALE C©NG. CURB DETA i L UFFEIR GAE31NET 5E:CT I ON 5CALE 3'-I••0' SCHEDULED 2'x12' 4,LJM BENCH SEAT FINISHES 5/8' GTP ESD 2'x8' WALL 3;8'x2' FLAT E54R (2 PER BENCH) _____ _. _ — ___.___ _.__.--- 2' wRl�ING GHAIVI IELS _ .- - WALL LINE -- SPECIFIED SPEGFIEp WALL LINE - ROUND EDGES GALv CERAMIC TILE i"\-- `I```l • IF'' O•C' -�- -- BATT IN5UL - AFTER FABRICATION ��-,.! - 0 1 PAINT -----...-_ �J I - -- 5D..- CERAMIC TILE - SPECIFIED TNG. SPECIFIED �POCKE1129 5/B' GYP. BD. 2'x8' WALL FRAMING ACOUSTIC INSUL. SPECIFIED EPDXY \, PROVIDE 'CUP' 2'xb' WALL - 1/2' CEMENT SPACER WASHERS FRY REGLET -- ` - FLOORING FR<`.MIWJ 154CKER BD. AT FASTENERS 'DC5-625-15 - ---4 X BLOCKING W/ 3-16d _.l_._ NAILS THRU STUDS W/ -_- SPECIFIED '1 _� --SII - �• ---- CAST IN OREQUAL r SIMP50N 435 MTL. TIES CERAMIC WILE d h' PT. NAILER ' 2 TOP 4 51DE ON I/2' GEMENT a 6' BACKER BD d d v �# - V SPECIFIED EPDXY ° SCHEDULED COUNTER 1, � FLC;ORING �p FINISH TOP LINE z --VARIES -SLOPE v �u( a 4 G a I e - FINISH FLOOR 1 .1 _ _ d TO DRAIN. 5PECFIED EPCxI --+ (- CON( cURH d GONG. CURB FLOORING 4 AND SLAB AND SLOB CONC. FIND. -SEE v d i T 6''RUCT DWGS _._ - - _ Lam- NOTE: AT - ~--GONG. SLAB - GONG C:URL? _ -' COORDINATE WIT LJGKER DEP"H LOCATIONS WITH __ f, w,+C) SLAB - - - -- -- - ___-_.-__...- --.-.._..___ SEALED CONC. BASE P LPL TIGARD TUALATIN Q TON OO AL Sr1°GOO�OF S SCHOOL DISTRICT M NO-E PROVIDE 4'x BLOCKING AT EvERY EENCH SUPPORT TYi�, GONG, GURB AT FLOOR LINE. 18 DRE551NG E IENC;4 ,7TFENGN DRAIN CONIC. CURB DETAIL '"ONG. CURB DEVIL ' UNDER LOG4�ER5 DE� l 4 1 L ►3137 SW PACIFIC HWY. lr. 1 � � �� 1 _. __ TtCARD, OR. 97223 A l SCALE I I,,'-I'-V A9.1 SC-4_ 3'-I'-d' A9.1 5CALE Y-I'-2' !l',i i 5CALE 3'■I'-C' A 1 l SCALE 3's'-C'' ��'j.l 5CAL.E: FULL 503-620-1620 CERAMIC TILE ` FIN15H TO GLC. T CMU WALL. -SEE .� STRUCT. DWGB. 2281 . . GALv STEEL COAT - -- -- ----.r_ -_ HEADER. -SEE: N p 40OKS WELDED 5/8' G�"P BD --� STRUCT. DUGS. • 4'-0' O.C. ON 2'x8' STUDS \ • 5/8' GYP. BD ON ---- CMU WALL. -SEE FLAT) DS (T RNEC SPECIFIED OvE STRUCT DWCsS \ HEAL' DOOR. --SOFT LINE ---- �. - _.. - -- - - CERAMIC TILE K / --5/8' GYP. BD ON ', Off,, 1. ABOVE FINISH I _ I 2'x4' SOFFIT FRAMING GYP BD ON 2'x4' STUDS (TURNED FLAT) Ct-IU WALL -&EE - SE REIN EE EGTED FRT R£GLET STRUCT DWG5 1 I CLG. PLAN FOR 'DG5-625--15 - I ELEVATION DULL OLSON WEEKES ?'1 GLAv. OTEfL /' OR EQUAL � CERAMIC TILE I FRY REGLET FINISH t7G5-b25-15 A u • N l r o r • FDIPE • 4'-®' O.G. I ` OR EQUAL. r I COUNTER - ------ -� 1 \\- O.H. TOP LINE 2'x6' WALL FRAMING 1 319 SN NA94WTON ST,NO 200 ?'-b' !/2' GEMENT I -------- �`'"'--•-- -L FINISH .1.•------._ - OVER-HEAD DOOR Patrt AND.OR 912M PACKER BD TRACK BEYOND .- r - -- -- P-LA1`I ON Irl' PLYWp (5031 226-6950 i ON 1'x4' STUDS - Hl-1 FRAME FAX(503)273-9112 -- 2'x11' ALUM. f (TURNED FLAT) -- -- SPECIFIED DOOR - -_ r BENCH SEAT _. _ AND HM.FRAME 3/0'x2' FLAT BAR P-LAM ON I/2' PLYWD 20 DETAIL l � DETAIL r2 PER BENCH? ON 7'x9' STUDS - - A9.1 SCALE 7'•. -E'' 5CALE 0' ROUND ED3Eg _ m I I, 4'1 i I I„'.I'. GAL V AFTER FAB -PAINT. vys 02-27-98 EXTEND P-LAM °D FINISH AT BOTT.-” I n -CONNECTION DEVICES COUNTER SLOPE HANGERS yr I COUNTER - -- 12' GG. EACu tJAT / OF GC'UI�ITER uIHERL roe 9 97(156 >- -- -- -- (2J I/2'e 59 I3c I_T�i KNEE SPACE: OCCURS. TOP LINE • - VERT"CAL STRUT AT TO BE OF AN APPROVED IF MORE THAN 1:6 QI•l1 � ----- TYPE 9 HAVE )0m GAP. OF PLUMB DRANK BY TJ fl ---- P-LAM ON 3/4` PLY WG 10 _ - - v V v v n v T v u v a v - ' DOOR TERAGK- -- - -- / CNCCNLD BY KJ - -- 1'x8' STDG �.� _ _ FRAMING -� -�=~- -� SECURE ALL ---- - FINISH FLOOR -- -- -- -- CERAMIC TILE ON I -- LINE OF OVERHEAD - \ / x�� , HANGERS •O NEVIBION9 - I � - 9TRUGTUF� ISCHEMATIG) , --_ -___---____----- BACKER BD DOOR ABOVE BLDG STRUCT 1 --- ADDITIONAL ' - - -. - � d -CER,WlIC T Lr- ON - - .... H _ - - - I,ANGERS ALL ° a -----GONG SLAB SEE y a' --- _ - LINE OF WALL - MEMBERS W/ IN CROSS RUNNERS Flt 4 �- 9TRUCT. DWG'S ;p .�r_ _.- BAST ANL' RETURN � -_._ - --- BELOW �- -.�� V TRAPEZE 8' OF PERIM. 1`TWEEN MAIN RUNNE a � ✓ DUCTWORK OTHER . ...-.+.�..�: 'J I �5 ..-z, . 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GKSURFACE ----EXTENSION RING5 (BY M _- {4_ TONG FLOOR SLAB u u ELECTRICAS AL O FRAC ORI LUSH - --,�- ^ , SLOPE[-) .O DRAIN u �9 u. - --_ �c_ 90 S W bL MAN RD I 15OX WITH FACE OF UU Q Q FACE PLATE �Y' - _ -- --I — -. TIGARD. uk :.t _ FUR!REC, SPACE r NOTE: 503 -6134 ELECT CONTRACTOR VERIFY RO.F.O. BLOCKING 1 MOIJ-4TING �dQ v a — — SPECIFIED ELECTRICAL REQUIREMENTS W/ a Q SPECIFIED II BC)X BY ELECT GONTRs:.GrOFt: MANUFACTURER CERAMIC TILE l._ MOUINTING HEIGHT. 5 -0' AFF TO TOP V 117' CEMENT —' _ x OF CABINET l' r I. J --- - J BACKER f3G �- W�! I-INE /^ NOTE. LOCATE ELECTRICAL DFvICE5 IN ACCORDANCE: �' '�� 2 X FRAMING AND • J` I I I l_,. TLE j,—E T WITH ELECTRICAL DRAWINGS. DLOCKiNG AS REQ'D. 1"11 fRR0 R - 5�E L F D E T,41 L I�--� --- •��•, 5 _ 4 C��'f�. 5D. DE-11-41L 3 DE1",41L TICK. SUf�Ff4C.E 2 FIRE t>I<.T11N�-�� 15�-4EfR CSB. 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ALL WO •6f£CIFICATIGNb FOR 5T%UCTUIR�:- C.tArCRETE FOR DUILDRW' TIG ARU �14CRETE WOW SMALL TO THE RE:�wREt•ENTO OF ACI SOI-04IRE,IbEC ND91 STRENGTH - F'e 31,:ti Pei • 10 DAY6 GLAE`6 ON GRADE HIGH sCIM L �- 3-sf STUDS r SOIL MARINci y5„RE .16W PSP PER 60,.5 REPORT DY GED DE31GN INC JANUARY' 13 1990 2 Vc 3000 1161 •26 DAYS ALL OTHER w 8• AJDEG a4 R I®'-0" A'OOF LIvQ LVAD :5 Pbf :GRIFIEL' &N%A6 PEI1t bEAC,SNOW LOAD AN,ALT616 FJR r�(hiONI I 1 RE NG 6 STM A6T "s GRAADE 40 OTHER TIMar • 11E9 SWIM 'ENTER $LEErF MIN CENTER ON 3 F { � 511611-1!G � 3 ''9S+�9c , lid 0 I6:, o,c .c , _= r I - ASTM A,O6 ALL RRREINF TG BE WELDED REMOD --.. _ FOR PtIR'E BLOCK-OUT -- •� ALL SLAM ON GRAZE SHALL 15E "WE AR..7IIJG THEIR PERIMETERS, EL cY ?'.(, A UEE RiGIL' INSULATION TO BREAK BONG AT EXTERIOR P011vC"AfIC1N WLAL,Lb j --- ` PIPE GIJRTAIN OF REINFI t D uSE BuILGNG PAPER OR 81MiLAra"IEAINB TO BREAK BOND AT INTERIOR FGYI'DAr!ON LLWL.S SAME SIZE SEE _ - AND coLu`r46 SPADING A5 VONG FDN WALL 3" 1 THE CONTRACTOR SHALL ARIFY ANC. CORRELATE ALL GR'L'N54&-5 ANC ELE'rATiON5 ON THE STRa.CTu!T-_ C USE A GO1•RRCIAL EIONC BREAKER AT CGNBTRIICTION JCINT6. 9000 SN DU STUD WALL a+ORIZONTi►LS MIN M ICH - DRAWNG6 WITH ALL OTHER DRALuWA AN►_'` C•.4A.L NOTE*Y nE ARC 11TECT OF ANY C,6CREPA..,;E15 OR C THE RGVCWENEC 6UF`'AGE BHOYIy 1T HORi»OhTAL GGNpTRIIGTiON JOWT5"IEANS THAT THE 6uRl AGE �AiI RD. SEE PLAN - INCONS16TENCIE6 "1OR TO STAW;r4s CONSTRIX71ON SHALL BE INTENTIONALLY ROUGMREC TO A PUL, AMPLITUDE OP APPROXIMATELY I/4 INCH rHE 503-1U' UR 97223 F� STUD -- - -- ALL PHASES GF THE Irk SHALL GGNPORfI TO"He 6TAI4GARG6 OF THE 19.11 COITION CP 'r+E I ALTERNATI.E WOULD BE A KEYED JOINT OF ACCEPTABLE SIZE 503-fid4--2255 'UNFORH SII'C;•v4 CODE• AS A MINWIUM bTANCA1Rr1 OF PERPC4W IA-E r "IIMIhf J 1 RfINiKMRCING REpWIR1!MENT6 WLEeb OTHERa NSE NOTED SIZE FTG A PR00DE GCRNER DARE AINC 36 DAR C'!AMETER I,APSPLICED _4b C-INT In, -FTG 3 THE C:•vrRACTOR SHALL GOORC 1r4at! ALL DRKIC 'rENEER,OPENINGS SLEEVES INSERTS D STAGGER.•OI•ZONTAL 6►L.IGE6 AT FOOT•Ksp AND FOINDAT 10N Wau 6 b+A1C•CsER ,APS AT DRAINS et oPE& DEPRN6pED AREAS.AND RELATED 104110" T WITH ALL OTHER DRA ka 6 - - -- s --- 1- - - - { NOT INDICATE THE ME C,"THf1GT!ON�LE666001 61 bUW THE FNOTED D CONTRACTOR GJ 04ZAP 5 FEET �• /'��• /� �� ♦ r G FPZAZ'IE OPENIPk"•S WITH'.-a5 BARBlxTEND•rs:'-b"t6EYClS EDGES P_u6 4-04 b -O' • b - SSSS @L�45�K.]�Csa. -T _Fl�►�see^_LL bLQ�K_�T_._o..J�^_`��_Fr2N WA>tiLa AND PwOVICE ALL METHODS,F" N THE NT NE1ACTOR Y A PROTECT THE DT1oue,gx WFOpwNSE E v , I., O,i+DIG�IYETE cl�:lR o M.s V*CFr'TNT �w�� c pT�� pr--�� AND OTHER PER60F46 ANG PROPERTY THE c,Oh,TYRAGTOR aHALL ENGAC# AT M.6 ORI►+E:<PEN6E WALL.6 W/ Imo. Sc�jL�'!5:� 1F ALIF!ED P[R80N6 TO GETERMI►E! ALL NECC66AR� PRECAUTIONARY MEASURES ANC TO !NSPEC A r cw-RETE CAST AGAINST EARTH _ 3' 1 ( i SAME nr JOERS D FOWIFV WWACES ExPOSED TO EARTH VR•r-ATHER _ 2' - Ib� • Io. L I C. CONCRETE t4CT EXPC6ED TO WEATHER OR IN ONTACT WITH CaWAIIrG ____ bi._40 S ANG COLJMN6 . 2 6 I • °f.SardL!! °EicT1QjPl�X Cj.L12%l�&c..�.Lk !��9' SLABS LL1AL�p ANC �O!eTa r!61ON OF LAP 2'-e"' MIN _-__ -- �p� � TYPICAL ® HE.+DEG STUD ANGHOR¢8,HSA! - NELb�.SHEAR GONNEGTGVR9 MAf••iA,CTUREC G'• THE NELSON �ENERA� I� ihC AMC ILELDED A.CORD!NG T� THE "-ANUFACTLMR'S 6PEG!FICATiONe AtJG PR,"'vEDURE9 / •I --__SSSS --- 5,1E3 AS NOTED IN THE GETAl.6 4-2x STUDS __ I SPECIAL N{6PECT{„�,N I►1�(;uI1�G r'ER CHAPTER I, 0P THE YIOb OREGON pTRtJCTU1RAL °vPEG'ALTT GVG'E :�56G I T"4E SPECIAL IN61•EO.TOk*HALL De A QlL4LIFIED PERSON WHO SHALL DEMCN5TRATE COMPETENCE.TO THE GS2ySeIRETE 91LL;II K t"!ApL,TNR, �- -64ME SIZE 1 I CONG FDN WALL E4T.6I=ACTION OF THE WJ4LDWO OFFICIAL FOR N*P'ECTIOh OF THE PARTIC4ILAR T•'PE OF CONSTRUCTION STUD U/ALL / *PAGING AS :)%OPERATION MQUIRIKe bMCIAL NpPECTIOIV DL?CK WOW SHALL C0N4PGR1 TO ALL REA..tFfr'Er,r9 7F rAP*ER >< '"E594 ECITI�N OF -�E /f S 0-RRIOR TO TIE DEGHNul' CF CONSTRUCTION THE APaGHITECT *HAL:. CA..L A PRE GONtiTRU T Or MEETING 114PORM OUILGe16 CODE" SEE FLAN ►+��IeIZONTaLS -SLEEVE WITH TLE ARC:4NITECT ENGINlER OWILDING OPFICIAL C:ONTPACTOR 414r, GMCIAA. IN6PECTORS T'J 11144.111w GRADE h: L!Cj11T1{EfGF,T LJNItp Fm . Imo, PSI POR 5714r) - THE SPECIAL N6PECTION REQAIREMENTS 'T PIE 6 I TO • DUTIEb OF THE bPEGIAi, INSPECTOR INCLUDE CaARSE GROUT UT - F'c "000 P6 P SIZE _ A A KNO11A"EDGE THE $TRR1C7URAL C' IN TE*TD A# SPECTIO *C N HEDULNTI NG E A 'HE rE6TIAND N '�a 5PECN 3 REI►io1lCING StM • A61M A615 aRAGE 40 b PrICE sD DMELS PROM CONCRETE AT ALL ARTICAL REINi7RCWG ANCHOR B ^OLLELS A MNIMIJ I E 11�TEIF �T IQN I , FTG •'�' MIN NfRO TWK 5MC AL ••16PSlCTORR SWELL OOURA THE WORK FOR CONFORMANCE WITH THE APO*CrEC OP:4 R.:+.ES INTO!!LOCK. -a-_.- ;-S CONTIN' _ CC�NDT1lf:CTICN pOGIJiENT6 ALL DIa;REPA,CIE5 SHALL DE DROUGHT TC T►m IMMEDIATE ATTENTION � ^ MINIMUM REINFORGINIS • EXCEPT AS NCTEC o STUD JAL L CORNERS I - - -=- TWF_ OR FOR CORRECTION. TEN JNGORREGTEG C THE ENGINE.t ESNs C HE D.+LC Nu _-.--44-� •w •40 O -_ --_ __� _- " MIN C a ' _.`- - ` _ •- -=i T- �- R - TIE!6P'ECRAIIN6/•EGTOR bHA1L1P'URNIDH GGTR /0R .1rOiRUTOWJER�JA T T A rf IGAL • V • ' : SSSS .._-_� IN6PEf;TION TOTHE O •�IOPEN1INGp -•r••l6rE�R'T�CAL EACH 6 GE - ----- • �- - PIP'- - I ` DWILD!NG 'ILIAL AIIGH TELT E►[�INEVa r TIMELY MAI 0 A8 0. 0 LINTEL OvER C�PE1vn4G Wt1N ! - •E AT BOTTOM � R HORIZONTAL LAP - SSSS _- v _ _��- - id�� ' ESTAEL16HED AT TNI: PRN CONSTRUCTION MEETING D PRCv1C.[ CORNER DAIRe AND •�O DAR CIAhETER LAP SPLICES ST 1 • ° T'' �E�,� G R� C NEE r1ECH r'C'4�rLE - _.___ F -MIN I G 'HE 6PEcIIL I4*PEGTOR SHALL MIDMA A FINAL REPVRT STATING IN CC)I ER'HE WORK TETHERING SPL NESE* A GURT.41N R IN -"- --" 9PE�:IAI. I46F'ECTIGT4 WAD INbPEGTED AND y►,1ETHER THE W� 10 M GONiGL�l'IAU4CE WITH THE B ALL REINFORCING SHALL DE HELD IN PLA',.E ANG HELD "+PRCTPER ALICaNI'ENT DT PRISEFAIDRICATEC f5L�' K OW _N CTI PL��Sr1.L_J�F.L F?� ( ARPIROvtD CONSTRUCTION DOGIJVHYS AND THE APPLICABLE WW.MA)116HIP PRC06KtNb Os THE WIRE BAR P061T;oNERb DCFORRE THE DESIST le PV�PEC !R'^ 'HE DLL -46C CONCRETE WALL CORNERS DETAIL 5 L oTlLb OP THE CONTRACTOR A NOTIFY THE SPECIAL INSPECTOR THAT 'HE WORK 16 READY POR IN6PECTICN AT LEAAT 24 HOURS 0mbI7!NC LSA E►EpOTE SUCH Ir46PECtION D ALL WORK RECaUIRPIG 6PECIAL, n46PE.;TIO4 SMALL REMAIN ACCE661SLE AND EXP06ED UNTIL IT HA6 GLUE Lu+INATED►"P !"Ift" - "C1E6 - G FIR-LARCH • �- T I-•GENT ®�m •,412 a I'.�^ TI-GEN20 BEEN OMWRARD AND INDICATED TO Of, N CONFCRMA14CE SY THE 'JPEGIAL INSPECTOR ;i, DE.Me Pry - 2:00 PSI VERTICAL dTI'�L G PR:�✓ 6P' IGE ECIAL WPE pGTOM WITH ACCESS TO APPRb'JvEL Spr4pT11tLLGTION DOGLA'lN16 AT JODSITF C USE .'ATERP'ROt7F ACHES,vE D MAINTAIN AT THE .1006,'E COPIES OF ALL REPOYTS 6UBMIT'ED DY W2,;IAL N IA6PECTOR C "AW,U ACTuWA PER Ahb1/ATTC AjW l a DEFNITICN6 F+rc..M114G L u! ll GPIADE6 - IttI u4PA CsRAC ING RSUL.Eb 6T%e$6 rALuE6 SHOUN Aft ll A CONTINJOUb INSPECTION"FANG n4AT TWe SPECIAL INSPECT 7R 16 ON SITE AT ALL rIME6 Ca6ER:'1r• -!E'$bER ,AL46 BAR 10051TTONER / N SEARING IDARTITI. .......... \ 2 G•2:•E.: T _ OR S JN SITE N 1 TI Ot'PO "A SINACTIRAI• JOISTS PL/yCp COHb. GRACE DFIRr4r SVS �b•iaC' THE UIOAC gEpW1RNG SPE( IAL ;N6PEL TION. D PERIODIC NNDP•ECTiO1N MEANS THAT THE 6PE''IAL IN6FEC• MH _ 1lEINFC'�RCMb SEE \ NECEePA1RT 10 COT�Hr"I T►y1,1 THE IMOTK REQUIRING, EPEL:A.. Ir16PECT,Ov IS N COMRFOR•+ONCE w!*.. ...............40 2.D!<!R'LARCN *LETT P'Ic•0T* WALL ISLE'✓!TION // I APwREJvED CONSTRUCTION DOC1/tENTw V CORNER DAR-- IIRNGLUDES 2.6 4 ?.0 STUpb! ....•....-- NO 2 GPIR/LARCM,6TiRY Fti•116 4. 1 3, MENDER 6 -•••--•-------------- NO 1 DF11R/LAWRCM 641111111114 Pb-l~ SIZE a SPA1.C*4 ".'•D` • 2'-n" C/G \' POST6 1 'IMBERS _.•.................. NO 1.GPIR4,AR1:H 6GW Pb•1200 ►sCiRIZON"AL STEEL TYPES OF WOW tMAt RE3/1RlE 9P£C1A. INEP'ECTIGN ...... ••1 .GRNER t'AR5 - �.• 1 SOILS _ P!R'ERR TO 5PEG1P!CAT1: T! 4OC ;;i-4, 1 D r'Rf•1DER6 IN ANNE EG LOCATIONS E.•ALL BE P+REE JF uAt4E / ?4S SEG ON AMC L[GTED FOR APPEAR/ONCE / -✓ j 2 "EI�!'OW114101 breaL _PERR17DIC.PRIOR f0 CL06NG FORMS OR CONGRRETE GELIrERY 3 PLT WOOD &WEATI.4I40 •-NOS! ALL PANELS TO SSE OP b PLT GONOTWLICt1ON,MIN' !° ). CONCRETE _ CONTINUOUS D•1RIWa'AKINr5 OP 5.44MLEb MIC CONCRETE PI..ACEMENT PEEPER TO A. GRADES - /. 1 ROOFS -- ANT OF THE FOLLOWNG- OPEGIPGAT10N6 SECTION '� / ^ •4 IN BOND IBM 4 CONCRETE BLOCK MASONRY • !/S•. IC-0 N0 PL.0 *#`MON dROOU t INTERIOR APA WITH.#EXTERIOR GLUE s+ i�� -•' GONTeNI011p GROUT PLACEI'ENT b b/0". \INDERLA,T^ENT' GROUP I INTERIOR APA NT EXTERIOR SLIE • 4'-®" O!C MAX b c 6'0" '6TURD-1-PILOOR• CRLWI I SPAN INDEX!D NTElIOR APA yJITM ExTfRICMR / PlRRIODIG PRISM PREPARATIC•N 100� V LAV III OF UNIT!! GLUE PL»CEMINT OP REY'tORG640 I INSTALL PLTUAPOD WITH PLUGGED FACE UP' ANCHOR 0OLT6 INSTALLED W MASOn41I WALLS -- I/2' .G•G" C•1RC'uP I INoEx 3^.,!b INTERIoR APA LLNTH EirTERIC 0 GLIE 441111OUT SPACE D NAILING RiOUIREMIENT6 / SNAIL 812CNG USE Sal COMMON �•J %' CONTINUOUS ALL 6 ExCEPT AS NOTED'+ERIODIC CONSPACING SEE oRtWllNae FOR SPECIAL NAILINCs IREGWPEMENTe I MTRIOD!C 61NGLE PASS 111ILLIR 11111111106 NOT EXCEEDING h,Ib• It PANEL EM=95 ........ 6" OIG TME PACE C .:AU1.K JOINT FLOOR ANG ROOF DECKIll n4*ERIOR BEAJRINGS - 12.01G WALLS / RItCOFS VALDEr STUDS(646A,IR AND IRAfL N5 SY5TEM9 10"O/G • FLOORS OFA t , % .3I 6HEATNINC4,CGTre'OC ORb SHALL M DDRY1vHP L16M 1110-11TT •4ALLL NOT P*Ar_ u1E1 c GLUE LAM 0LIC B SHEAF•CAT PANEL AN L FN/ETC -• 6" OIG E EPGi*• ANCHORS C�ITINUC'U3 LPONG L•n'ENSION OF PANEL TO DE PERIPEN4L TCW AT TO PRAMn+G ExGEPT PANEL6 AT 00 t AN(-1✓� t C PANEL LATOUT / dIL,�.Y_H9.F.lZ�tiG[.--�•�__�' �AGIt� WALLS MAY DE INSTAL_ED rERTIGALLT PRESSURE TREATED ._ SEE SP•ECIFICATiON6 iNTF-5 TYPICAL EINF TYPICAL CQ�1ER i T/ XT_LAL.L_INT R TI Iv HE MILL P'LATE6 ARE TO•SEAR FULLY ON THE TO"OF THE POJN 7AT!oN WALL* TIE TOPE OF 2 ENC' JOINTS IN AGJAGENT PLANS SHALL DE STAGaERED 4 FEre- . ALL POLNGATION WALLS 6WA.L BE SMOOTH AND LEVEL. THE TOPS OP F00,10ATION WALLA SMALL 3. MINR•1UM PANEL WIDTH SHALL DE IJ" DE L;ONVDERED LEVEL WEN THE MAXIMJ'•1 DEVIATION FROM GRADE 16 •/- I/O WC4i AND THEA. EDGE?OF ALL PA4CL9 LESS THAN 24" SHALL tDACRCJ}G' DT E+LOCx.ING :.4 Mlti VZE GEPRE"iON BETWEEN HIGH 6POTS IS NOT GREY•ER THAN 1/0 NGN ALONG A IO POOT STRAIGHT 4 JOIST MANGERS AND PRAYTING CONNECtORRS 4 D E TAIL j THE EP..CINCs AND SIZE oP ANcHoRe DOLTS SHALL DE A9 9FIOUW IN DE AILS GUT uREADS DETAIL*ARE COP," WITH p!MPSTO CHISSTROvG•UL GCW AP"CR6 `EC14A, L,I SHALL Be PEI% !CCS EDGE T . RESEARCH RECOHMENDATICN9 TO ACHIE✓E FULL ICaO APP'RCvEC LJAG9 THE r•IAee-!uR''GAP DETH:Et1.1 -- - - TI.C!"'UI RE6W raFD AT ANCHOR 150LT6 END OF JOIST ANL'' SuPFFORTVNG BEAM SMALL IDE I/4' ♦ LOCJITE AN AIC"OR DOLT AT`•MNIR'1J1 10 12"MAU4R RJ'1 FRx-M ErCS 0P EACH PIECE u6l._L`AERIES4At4�j GE WHERE JOISTS FRANC INTO •'1E `.IDES OF E mell SIC MIRe GPENING9 >b' - TRIPLE STUD 5 EACH L.ENGTII OF PLATE TO HAvE A MINIMI I OF TWO ANCHOR DOLTS "HW' ESERIE HANGERS, 444E 3. OR 4UP 1/6' GLUEER6 L mm-AME !HTO THE SIC Ee GTR MET INTO 1 OPENINGS< i' DBL STUD & INSTALL ExTRRA ANCICR BOLTS AS OCCUPIED,04RE PLATS 16 CUT OR NOTCHED THE 611Cea 00 OTHER 5EEAAMA[xCEPT1WHERE o'•ERI 4ANGERp ACRE nITAAILECNTO !/ DO7 TTNO DE ASTM yrn WITH 6TANDARD BOLT HEAD OR EQUAL DIPORMA ON IN THE EMDEDC EC "WaW"M NIERS RT AT Ib" TJ1;3S 1 Ib" TJI/3S -2r FLAT "►IWI4•HANGERS AT 10''J1167 HEADER SCHEDULE I f I late SumbTITUTil,"MIUST Se APPROvEC DT -HE ARCHIrICT AND HAVE ICRC APPROVFG LOAD 2WI:z= 4. c .XTG a�l.�t�-e�_!_tAl6t2lS>?tb I 3n. {. b CAPACITIES EQUAL 'C OR GREATER THAN T1.1E *IMPSON •eTRGNG•.IE"ca*a4EGTOR6 /jxlq BILLET IIRL>r5 !Q+d • 'b b WOOD ADUTTN01 MASC'NRT OR CONCRETE / I 1 SPAN OIZR / In• • b \ �Ie" • f�':✓DLII IIItLDS % �/ SEE NOTES - - I / �\ T A. DILL S.... - PRE66ICF T'RR11 INC SEE pPEGIPICATIONS to 4' 0 3 2x4 - „4. .51 C ANreATE OR M CASCINW-1 IJURRFHACE�Af:E t9ETLEEN SIDES AMC ENDS OP DEAME AND EDGE G;_09UPtE -- aAME • , 9 LEDGERS ----- PRIE&SURE TREATED OR BUILDING PAP"PER DETAIL CN 62AD GAUGE AS DECK - 4 to 6' 3-.x6 :IEidA 14EADER/. SEE SCHEDULE 1 1 6 FABRICATION OP TIMEER CONNECTOR& _ _- 1 a WASHER oR I IE aL PLATE SMALL BE PROVIDED BETUEEN T1dEM AND •HE DOLT HEAD 6' to 8' 3-2x8 -- %, ,� bMR1 4 PAA WASH R b AMLETAE N AGGSMALL BE WITH IDG ISETURRD&2t•!T / _%` • PUDDLE WIELDS ANGIOR WT SEF_' NOTES �' LO I®' 3-2XIQi I - I ALL STRUCTURAL STEEL IMCRK 6HALL CONFCP1M TO THE RECZIIRLMENT6 CP'WE •Alec MANUAL OP LAG 1501.TO, �tHLE CRIPPLE • OPENMG LESS T•44N SFT I 6TEEI. CONSTRUCTION" a LEAD HOLES FOR LAG 501.76 TIGARD TUALITAN STEEL PLATES 6HAPE6 AND RO06 - A6TM A36 6"AW PORTION • 6HAMt DIAMETER R OA1 TWO PC�RTIOWx FT t OVEQ 3 TUDnrs . A67H A600,GRADE D THREADED PORTIO) . pNMK DIAMETERMINU6 3;16' SCHOOL DISTRICT 4 MD GAL.'/ANIZED PINISW At ALL ITEMS a LAGS DOLT6 SMALL eE INSTALLED 16IN4 A PROPEW WRENCH 6 A�.L WELDING PER�0 "RD OT CEPITIVIED uELDERS USING E-IOXX ELECT*=>Eb , NAIL LnUDOC I uEZOC G BE PI 6 \ 15 6 WERE UELC 51226 ARE: NOT IrC'ICATED USE THE INXII Ow"o AS A GUIDE A NAIL FILLERS TO DE RJLL WIDTH d STUD ,C D I DEPTH OF BEAM -- SPAN _ VARIES - - A. akoovE LLELD6 • IS%PENETRATION OP PLATE THIGIPIC9b D NAIL LAMNATBC AT EACH PLY MA Ibd •12"CTG Mp Oto •Tb T "AAMR Oil 1 h'D` TIGA , PACIFIC NN'l. D FI..LET UEII - WLE66 NOTED 3n6'MIN 61ZK DIAMETER DOLTS AT b'-O"O/G MI�IKF+WIT. *HE FIRST nOLT6 A r'�rIMIJ"I OF !: �Rv� TiGARD. OR 97223 7• - r EACH ENC Os TME COLIJ'ed _... GOLLJ?16 TO SASE PLATES - ETUA.L TO THE COLW'11'+WALL HIGKNE96 507-'8' 180 p C e �� C^/s / ^C ---- C REFER TO T`1PICAL WELDNG DETAILS DRAWING b20 C. NAIL PLT WOOD WALL SHEATHING 10 GOLIe NS WtH ec+ • 12" CTC EACH EDGE F1ZC ,m.RIDR BEARINQ L_1^i�GtiilaLi. r;C4..L F.L-1QYStaaSGY ---S SSS-- -` OL.5 D 140 NOTCHING SMALL DE ALLOIEC _ TRUE JOIST MACMILLAN A S'EEL TO STEEL COMECTIONS • ASTM A320/REARING TYPE CONNECTION WITH THREADS 6. PARAL.LAM PSL MEMBERS 1011 AS MANLFACRE TUD DT WOOr� �E AD ER. A+LLOURD IN TIE SMEAR PLANE 0"TOW I IN ACCORDANCE WITH ICOC REPORT NO ER 4S-71DATEDSEPT 19.56 D ALL OTHER • ASTM ATO, PROvlOE WASHER UNC>ER HEAD AND NUT AT ALL WOOD CONNECTIONS •y'`„ w S�� 4 - C AT ALL DOLTt AND ANCHOR CIC06 - CUT THREACS ARE REQUIRED . •aP"L1 b PANT NAILIrr3_ �� l �1Lr( .. A. ONE COAT SHOP APPLIED RUST INHIBITING""M 4•' D NO PAINT ON SURRFACES'(O Be P-115ECCEG IN 1 GROUT 1` Du11VcE DAMP PACK GRGU' BRIDGING TO J0167 • TOE NAIL EACH END ••• • 2 - Ad " JOIST 10 SUPPORT - 102 NAIL ....................'.._•--3 SO A DRV PACK Lj! �PE UT SLOCKNA TO JOIST - TOE NAIL EACH ENC ............ 3 • O/ 15;. T TT +! D:OCKING TO PLATE OR REAM - TOE NAIL -- -- 3 - t2/ / Ex IST USE N GT'RK T GOMPL ANGE WITH MAr•MXAC URE"6 WR' EI.DIRECTIONS N 2"DECKING TO SUPPORT - BLIND 4 PACE NAIL ---•---- ' +: IC POU1C>[aR A�GTu.TED ETtNE"b,PAP) .. 014 INCH L)WIWTER MINIr'LM A6 APUFACTUREC D S \ v ��.1I}} M 4.,• / 32 TT 1 --113 -IL'" WILT[ INC-W.0 INSTALLED TN ACCORDANCE WTM IGDO REPORTS NO 1290 4 2.w MAXIMUM STUD TO PLATE • TOE NAIL ........................ 4 001 l ePAC:MG A6 NOTED 14 C''E AIL6 PAWENE"DY OTHER MArIItACTURF06 MaY DE USED "WOVIDEQ OR- END NAIL 2Xb 4 2X4 STUDS .. 2 Ibd tD•MId) Pe,L Z s'FS r/LA TLz`I _ AND - END NAIL 2x91 STUDS -• • 3 - Ibd 14.12011 W� / IIZ'_60.f VERIFY /Psr+► l�l3 L" 41.0 a/L FDOx ANC ORS, -. DIA ETE APP'NOTED LOAD ILSWI!TI -I �d S n EroxY ANCHORS, -• DIAMETER A!►NOTED 1N DETAILS. WIT C-k90 ADMEpIv! AS MAINLJIA:TURED!ST 1.WLSTIFLE STUDS OR LAMINATED CCLIJ•PNS - FADE NAIL ---• Mrd •Ib'o/G rad• 12°o/e1 L 1,. .. NILTI INSTALLED IN A=7IRVANCE WITH ICM REPORT NO •0:6 t2 EXPA461C?N ANCHORS -- DIAMETER AS NOTED IN DETAILS TOP PLATEb . PAG!NAIL -...SECT•--- L - • Ib"OIG el I • 12°OIG -_.- T MRNrUM EM5FC*ENT • b D1AltE'ER6 TOP PLATES - JOINTS 4 INTERSECTIONS LO - RACE NAIL SSSS• ) - I6d 14-12/) EXP: 6-30-99 KWC SOL-T 11 AS MANUPACTUREC- DY NILTI INC INSTALLED IN AC,GORCANCE UITH !CSO REPORT LAMINATED HEADER -FACE NAIL ALONG EACH EDGE SSSS.• 1601 •w"OIG!t?d •12"O ) J NO 4621 JOISTS,LAPS -PAGE NAIL ------------ I 4- L4x4xIr4 13 STEEL DECK INSTITUTE ,LER STUDS ._ • Ib"Or1 • q'O/G 1 - 629 A PdJO ft N DECRS K -EA3 DEE% . w G4-A' LOCKER RCw7M AREA I i,2" LCW2 'CP 5E AM 1 WELDS -- SEE ^TOTES 3" DEEP . 20 Go AT ALTERNATE AREA NAILING 9CHEGtLLE AND THF 9TREJGTURAL DETAILS aRR1= tSA9EC ON THE USAGE OP "CCT"•10N" 1MIR!" " v -\ 3 URLDHG REQJIMEMENTd 9" STEEL DECK 2 DECK SHEETS SHALL BE PULL LENGTH NAILS A *d "61NCER"NAIL "Al DE 1j6ED IN LIEU OF A 12d "GOMMION" IF *CAJN"NAILS ARL 4 i USED THE CONTRRACtOR SHALL 5uR'.fMIT NAIL DATA FCR Rg,r11:W PRIOR TO DEGINNIrNie GGNS'.I,eT'oN DULL E�hB5 �� -- ---' 3" STEEL DECK A AT BEARIWs SUPPORTS - 5/S' U AMETER PLUG UELD6 a 4 PER 24" WIDE ..�-:.� u� _a..._"--•-...�.. 6HEET :4/4 r'ATTERN OL ` D AT SEAMS - I 1,.'LONG SEAM%ELC'6 • Ib"GG•'C BETWEEN•xIRnPORe1S 1 OLSON �tk+ of G AT PARALLEL EDGE 5/0"DIA P1-UO WELD' • 16" O'C. D AT EDGE LEL. ECE TO PULL WIDTH SHEET - I I." LUNG FILLET LLELDS • 10"OIC PIC?.fC!iL"IG ANC DRLLLING ElRAI•IRNG MEh!QEEt!!1 • w • M 1 T 1 1 T • D F<MY1 DECK - THE CONTRACTOIR 16 CAUTIONED ADDU' DRILLING AUC'NOTCHING OF STUDS PLATES JOIST AND CTHERR L4x4x'�{ ti I TYPE SDECK - 1 I/2" DEEP . :O GA!COMPOSITE TTPtE I PRAa••I1Na MEMEIER& taE POL.LCWI"IG SHOULD DE USED A9 A GUIDE STEEL DECK D E T A!L S �� _ 3" BLOCK WALL -8" CMU UJALL C•RouTED SOLID - - cEGK 9HA11 L rvu LIENGrH 119$..♦a.Rcn1�1 si !a too f S?2 I CONTRACTOR 16 CAUTIONED NOT TO DRILL 71R NOT MENDER&11•NICN HAvE 6PlCIPIC DETAILS FOR aSV • 40" 01GSPLICING DUCT JOINTS SUCH Ab TOP PLATES LEDGERS ETC CONTRACTOR SHOULD CONSULT FOII1lN0.OR Itis ! �Z� •--..-,._. Cc,y- 2.a • 46" O/C Du WITH ENUINEER FIRST : 2 PURLINS.JOISTS.COLS OR OTHER PIRAMFI,*ME"IFE FAX ISOs)2T}y1T /� I CONTRACTOR SHOULD CONSULT WITH ENGINEER eVLCRE 407CWINM OR DRILLING ANY REAMS (9031�� f 1 D E TA I`. I I PC BLOCK ImC tRpN WALL 3 D,•T'ILLING AND 1NrTCN111C);of WOOD 6nID9 t' ti ----- --- A NOTCHNG OF STUDS SHALL 15E WITHIN 2-6"PRO, THE ENDS OP THE STUCf,,BUT WSJ CLOSER PBZ Q� 4 ¢ fl-RII4 R I I THAN I-O" CF TME ENDS DMAXIMrOWTICN P PTWrWIF CP NCTG►1 bMO1JLC OE ONE INCH NOTCHING IN TME MIDDLE PORTION CF r14E STUD LENGTH D DRILLING IS PE"MITTED AN"AA4ERE ALONG THE LENGTH OP THE STUD.MAXe'J"HOLE CIAMETER I;4 TIMESS,THE STUD SIZE ANC THE EDGE OF THE HC:.E SMALL BE AT LEAST CNE ONE LAYER 3Q)" 8' BLOCK WAI !_ 4• rd'-© DOLLS AND ONE-HALP INCHE6!I I:*)PROM THP PAGE c• THE STUD CIWLLED HOLES&MALL rW BLDG4 FAIRER ^•4 6PACED AT LEAST SIX INCHES/b"'APART ANC AT LEAST SIX INCHES t6"'PW-N•1 ANY KMS' BETWEEN PER [P.4 • EA VERT AT EA VERT /! • CCNCP�TE -� b �8.. - - a!n__- 2/27:98 --- P30ND BEAM AIR SLOT - i Qt W/ 2-'4 TOO'-9" b" SAVE EXIST µORIZ --,\ 411E 4 a3r4'• • I•" ^ O G - � .It11 97055 / _ •!" • 3-'3 GONTIN 4°t VERIFY- ---- EQ EQUAL (�A.IB1 MECH MECHANICAL TOP ELATE -� Ex15T SLAM MIN MINIMUM l RElNIF 03.12 CAULK ~-- ,\ AN BOLTS ANCHOR BOLTS SIFE ARGN I� SSSS AI.T ALTERNATE EA WAY EACH WAY A111. - --7�'7� �"-�"'r- ARCH ARCHITECTURAL EXIST EXISTING NS NEAR SIDE \ i I I • BLDG BUILDING EXP AN EXPANSION ANCHOR NTS NOT TO SCALE 1T' --- - SSSS- 1- BLKEXT EXTERIOR O/C ON CENTER aou eT I • A23 G BLOCKING LEDGER STEEL FORM DECK / .� e a BM BEAM FC FACE DAVE EXIST J NEW FORM DECK OPP OPPOSITE HAND Rws '✓ERt9 _P'3 • 12" O/C ;iOF BOTTOM OF FOOTING FDN FOUNDATION PAF POWDER ACTUATED FASTENER --- '. -__- TE C04C WALL - ! I 2-93 CONTIN EAGL I WAY BRG BEARING F R FLBOT BOTTOM FIN OOR r PLYWD PLISH k YWOOD $I E O� BTWN BETWEEN FOS FACE OF STUD PT PRESSURE TREATED '3 • 1 O/C AT GRILLS „ SRO GRILL a • - �3 + b" O/C DTWy GRILLS !. ! I CFD CEMENT FIBER DECK 13C FACE OF CONCRETE REINF REINFORCEMENT/REINFORCING 1 GOND WALL - -- - CJ COLD/CONSTRUCTION JOINT R C FDN FACE OF FOUNDATION READ REQUIRED _ �. ;18E EYCEPT WIIIIIERE PLAN5 CALL DECK CENTER LINE "S FAR SIDE SHTG SCHEDULE CSR COUNTERSUNK FTG GAUGE SHTG SHEATHING VERIFY DETAILS AT TSF' I CLR CLEAR GA GAUGE OR GAGE SMT SHEET EIFY WALLS !N FIELD ! CMU CONCRETE MASONRY UNIT GEN GENERAL SIM SIMILAR CTR CENTER GI. GLUE LAM SPECS SPEC•IFICAPONS DETAIL COL. COLUMN GYP GYPSUM CONIC CONCRETE HGR BD HANGER WALLBOARD SQ SQUARE cTiFF STIFFENER STRUCTURAL NO'T'ES r, -� TI-fin CONTiN CONTINUOUS HDR HEADER STL STEEL & GENERAL DETAiI-9 1 ` `- _ T ! DBI- DOUBLE HORIZ HORIZONTAL STRUCT STRUCTURAL DF DOUGLAS FIR HSA HEADED STUD ANCHORS (NELSON STUD) TOC TOP OF CONCRETE DIA OR QI DIAMETER HT HEIGHT TOF TOP OF FOOTING b b • - . a . . DIR DIRECTION INFO INFORMATION TOS TOP OF SLAB do DITTO INT INTERIOR TOW TOP Of WALL DWG DRAWING JST JOIST TYP T.'PICAL pm* _FXID.TM _ 'P'4-- - EA EACH JT JOINT UNO UNLESS NOTED OTHERWISE �aD 0 DEFTAiLS - - ALTERI'JA I E EJ EXPANSION JOINT LOC: LOCATION VERT VERTICAL sELEVATION', e ! �„ TI-ALT EL OR EMBED ELFV EMBEDMENT MAX or MFG MAXIMUM MANUFACTUBER WWFWELDED WIREFABRIC • �.; s:H11 I hnluun kr,:,l1 �I I 41;.1111! M XliE'iAV'*rryy*ti r"a;'•.• ,;� a ,. 1 i Grp z�r A if t1114 notice nppear8 clearer 111,1n the JUN 0 Z 2000 aY' unlent, the uucament is of � rnp Imar inal quality. 1iIIiiI ll!!!I!!ILI{I IIIllll CH l I(iI i!�';,t .• l ij :�I .�i'jilr 1'I ji{:ji�lllj I I ij Ili Ii�II:II I Ijliil'�fj111 I I I 'II II�IrIIIi I I I Ii!I,I!�j i iI mAWD IRI tN111A _ _ R Ii- - fM -g 1' IIIII!i!I IIjII,IIiTlif!!ji I-j jlii i!Il��lrlll!il.lili1111 4"illhlIii1ilmIlimiil!I!1!!!!jI 1 11q . ..�I ..1� ,1 I,r1,1 jlll( 1111.!:Uj!,III!iill!tl!iI!!II!IIIIIiI(II11.1 1 r y ^"'1'L:.� Rie,T.m ..:..:... . .... ... ...:.-,.: .:"�",".'i#°':tT^!.!s!�!m1!tav~u•7 .,. x -r.,:nv,a'i'!gF'^c;•..�F'��^PR�rs!7�rrg6F'p�'tP,+, r - t r _ - ,. f' , y �',.wJ ..,. . 4.,yf.A+'�7�• :. .. li 'Y:.lxJrii�dti'.f1Q'E !E''-10 rd`Y.li"�' -, I,s•J?.sxdll. ' .,,•d1".r'snwlwMrM.1Ww'"IMCaM"M"F'"f.:Eii"1VfW41�I,q�1�'il'-::.J'iJ�'J4�ap1BlI9f�Y�i..Mk,� AN:.T 5 Wlm --GRID ' PDN WAALLD �t•G FON WALL _ TIGARD F / � � 8" CMU WALL - a" CMI+ W;4LL.GROUTED SOILG 1 gv • 3;" O/C I I :_.-�1___ -•4N • 46" -�-' 2.•4H . 40" 0,C .. Ex15T _ _"_ --� HIGH SCHOOL Ifa4' a" FC PDN WALL I A//4' _ I I WALL --- , _- Nglce_��p� ��I��L a" INSIGE FACE STUG5 � �, , , f �, SWIM CENTER 1 FDN WALL _ ` lu REMODEL COWE�3 r. I 1 AT EG ✓ERT t ) / - BSD CM 2.8 STUGS • Ib" OAC- WALL PANEL REMOVE WALL PANEL a I I 45 EFCXV ANC+-10R F'LTWD \ :i8 SILL PLATE � -_.. SONG BEAM _ T ---' - 1►e AN DOLTS • 4 -C" CC 1 FLCCR SLAP I I A EACH BONG BEAM .L 9000 3■ DURHAM RD FG CLOCK 8 FG FGN WALL •. I I �iASi,"T Ex16T FDN WALL E�AA 1 FCIN LLALL BENT INTC SLAE W - •4 I� '8_" TIGARD. OR 97223 -0 DOUELS 8" CM WALL-GROUTEC 601LC /- 1-04 TDF 1 ®OT - � I � 503-664-255 AT EA VERTas 401 O/c --8" CONE WALL 2-04W • 46" O/C COu,EL3 - • -._ AT EA v1:R? 13ECONC SLAB TtT 1 i I'2" CLR 45 F•-PCXV ANCo*Ck L- GLEAI! w 3s" C. B�:L eEAM ` - •4v • 12" O/C W :-114 --REMOVE TOP 8' GONG WALL �'_1- 1'3 __ (:xl$BW_.�I_..T�rL` QF_�9LL I I Ex15? COhC SLAC F1 I S2.1 J � `7 8" GONC WL.L L --- -- 8" CONS u1AL L ---+- IOD'-C`" •.v • IS" OIC Ice -it" -__0 •.. --, --- 3 D E T A I L I' o" 4-04H EA FACE ' -- _ -_--- a CMU DETAILS -__�__---� -__ ' -•--� 2-� .?F__--�.- BZ.I j,' • 1 -¢ � ,,.. 82.1 • - -- b" DLGCs FAPEUe- �/ -"- 8" CONC WALL - _- IC • 1 -® • -2.45 GOVT TTP - 1 - 3-466"CONN Eic15TING Fs�t iQlr �.�' - "- 3-46 CONT t -`_ IV. "� 2 DETAIL ---. ..-� --,---- - .- 4!! GOVT. -- =3 __3�"_ _ - 3 m 82.1 . I' �+.. DETAIL -----=�° ._ TI-FTG12 b DETAIL ETAIL -C,.' GC: 82.1 Ef'15?iNG TUNNEL tl-FT ��° , 1'-m" TI•PTWI 82.1 r. I d" Cm ALA GRGI:TE' p/ 3)LL D/1 40�' 8' CMU WALL 4y✓ • "�„ p C 2j \ N GROUTEC SOLID Y - -- 'l4H w4,16" C'C . ��,L 45V • 32" O/C INSIDE PACK 6TID6 a" _-' �'i f �tN • . „ OK GrRIC' . INSIDE FAGS 6T11Ca8 a" GRIP • S.:/E E/13T O FDN WALL PC PDN "4LL •9 GOWELS 1 ''CBASE 1jS 4'-O C�OuELh INSIDE FACE FDN WALL PG PDN WALL -- -- AT EA `✓ERT 2x6 STUDS • Ib" OK -- _ 2x11 STUDS • Ib" OK AT EA VERT J' :x8 SILL PLATE �' PL'fWD 2ma SILL PLATE Lg" PLV(1Cj � .. 12 r BONG &,E-:.- �•' AN DOLTS • 4'-O" OK -� �' AN BOLTS • W-0" OK I - e W, 64 - .__.__ i30NL' BEAM, AprA4D2 a" G,: CAULK • NOTE AT �.�ID C • I - SEE ARC.+ TOP WALL•10C'-O" I 9 O I I t SLAM 1¢EGE56CC OR SLOr1'tNG SEE ARCI•I - I s ` _~ • :-45 TTP 2-w5 TTP 2.46 T1T- • - 8' GONG. 1UA1.L ,r' '1 i1f'A :1 • a" CONIC WALL - - ~ •V 44 v • Ib,• C/C y I I i •4 ✓ • Ib" O%C --- ---8" CCNC. WALL - 0" I• �, • 8:' GONC WALL - � � � Tl P -J 3-45N CONTIN -- - -- -- I .1 V • �. O;G I _. 3 45N CONTIN 3-45H CONTIN �� db 1✓ • Ib" O/C 1' ' 1 a •� � I-1•fH TOP ! OCT REr-IO�/E E.ciST , Ij -_. a T.�NNEL SLAB 2. •S CONT. IO INSTALL NEW SLAB -"- TA A ASO; Ji I �\ _ -^� / •4 • 1611 OK _ A / 4. •5 GOVT. I -- - :©., _ 2• 'S CONT --__ �_ _ � 10 2- 115 CONT --. _ - 4. g DEQ-AiL. =C ION AT DOOR _ g DETAIL TAI 1m DE L 19 PLAN 0 "OLD DOWNS 12 DETAIL Ti.FTGQK TGD3 02.1 a T( 411 • I'-® TI-FTGSEI 82.1 TI-F r•" • 1'.®" .GrGQB 82.1 1 • �" • I'-4J TI-PTGI3 - -. - TYPICAL TV PICAL 2%b ST'UDA • Ib" O/G ,.-6 SILL PLATE ` lµf 1,=" PLYUC) W% wflr" 141 BOLTS I 1 AN SEE PLAN WNERF. OCCURS 7" • 4'0" OK , I 1 6T1� WALL an 1 TwOR LOCKERS ET:_ _100 -E I I I I SEE ARCH ___ -:-$ TVP • I�„ CONSTRUCTION JOINT fQ70 b. RECESSED 6LAPJ.°vEE ARCH Impl-C'. FURRING _ _ • •-� • 7_=_3--4TN : -_-. _ f .XI TI TUNNEL eLc' R �- ' _..._.____, .�-- • _.-.r-•� -1- 3 --. 4. EA END _ --- STIGARD CHOOL DISTRICT Tl PrC...L `EJ I ___ 3 T EA END TUNNE:- + _'-. •4 6 • 16" L 1'-b" •!11 _ ACCESS b" Fr-r.1 WALL -11I T 1 15 M,I 4 r .- 13137 4R PACIFIC HWY TIGARD, OR 97223 _�. 2• 03 CONT. _L_ _L_ -t- SEE �.RCH FOR - 503-820-1820 �' ID 6LCPES 1 RECESSES 11 • SAW CUT EX15T SLAB u �Q.1 .1 1 Ilk FDN 6ALL >¢�1" PDN WALL 2i_ffiNFALL 6"1P .WALL AT DOOR 1p n A e W B4" CONIC SLAB 11 DETAIL - INT~_�N- e',R STUD WALL W�� OK EA W4V. " I. - _.J -�w . e A!► ria yL , .. _ X 13x236 COL •� t I 82.1 x[ /�'-bx4't�r'J2 PT r "ALIGN INS►DB IiC TI-PTG40 LL 1)1 21 1" L :' bR24'-CP32 FTG I I 13.-1.1" C40L '�r t3xZm'�" CQSIP EXIST 1 NEW r l II121 WAI.L°� 2 -b.-4'.ma3: FTG !b, �- �--1 ' (O L G ` E FC. EXIST `�t� ° ° ° 1 - _ �- q ALTERNATE TOP. ! -t3t L •.�i► - ..Ys+FNEb 4 e - e : I I ( WALL ELEVATI�V I / Exp h 30-99 °sEF 51•n.^' ♦ .-14 ✓�' ! ESOT "" 116 _3,1 A3" -.. - - -- - I_ FPF 3'-a" WIDE FTG _ 52.1 52.1 I'r" GLR : 7j .A$ 5TUC 3 • Iv° orc r- - I I ez.1 C r1L'r4k, (4" OK NAILING 1 _ ' C nr•o `°�'� C I ` `� - - 1 - "`- - - _-� DULL OLSON WEEKES TYP BOND SM a w I'.4" , n: G - ',� •" 5 . _� �1L�JL.. 4 _ NtD'.D '- �, PG FDN. }� ..�... -- - I.' FDN WALL T1 EA FC _ -L - .�- ( LOCATIONS •y" AN b1'� ' -04 v r 12' C/C su ---_-__-______ W� 2-•4 � BOLT SPACI � ;� I WALL LEVATION 7d' _ Hyl �i� I ` 24"MIN LAP 15 GL E�."E I - `- � - - _..._. _ ! 3I9 sal ru�v«rcra 51 -" -- -- - - - 1 IF DOWELS USED I _ . _ ( I +� (6 _ No ton --. PninAlq OR lTIM •411 • -i" I'-b" --r ( �.. lb p / b I I I II �u�5 _ l_ . .� �, (5051 116 i950 I. C'C _ .,__ II ` r EAG" FACE VARIES � T�P EA END 8" 15LOGK WAL} _ _ !" I C. 4'- b I to - _ -- } I� I (c. ` - n b I I b I) _ ✓ I I( L I - bI, �:� 1p FAA f%J)175 9191, • • t3 ' ( -r-45 /ERT6-- GROUTED SOLID 0 t� I "� ~ _ _. �0 I TYP i 2.-6 - I � I r- e?I 12" CONC WALL Z.•,4 / A `Y ( I t illcv I _. d ! • t r VARIES 04 HIv • 12' O/C eljy _ __�9 10 J5 �;_.. c. 1� � I•✓ - -~-� EACw FACE iO4'-C \ W3 eZ5 I `611/ / -• -� 1 • • 11„ - - -- -' b - --- - \ AGN f 1,r8 FC.FCN - }� C8� 9 3 3 • 21•C,1 -- BTU - - . ✓ 2 C:LR W )l EPDXY ANCWOR9 �A• �ry1 0 11 I h I� •a • , " 9a,_®. if �4 s -.-�i o•rt __`�?�98 _- x, 9 :-'16.-t5 FT 1 " b" 0„ -- __ 1 6 b I 100 ®" ____ -- ------- --- Pc. FON '1 1011 9'7055 TOP / BCT , ID" gyp, j 9" CONIC SLAB 2x8 I-- - - - _.._. •4 • Ib" OK EA WAV I 4 '9 -- FC. N aider ' 3" LIR L____ _ --. 43�_ 31, 0 PSLXSLIDNra =} HDSA Alt - t i,{" I PC. PDN WALL �. . I� DE I AIL 1� UJALL ELEV�'iTION _ _ Is LALL ELEVATION - II _- I - CN .,411 • I'-�1, __- _- 1'�EiC: 82.1 - . 1 c' Ti - _ -_ •a F 4 'V<�13 f^«3 PC.1=pN. _ - _ - _ --N C ._.. A CUT BARB AT JOINTS C:ON6TRLIGTION JOINT ._ SEE _ - - -.�_ ..._. _..--.._ _-- iQF - FC cp r FDN WALL � - -- --- --- 1 . �n ,� 2.-8811 13 TVP ' FOUNDATION PLAN FOR LOCATIONS 14 _ 95 CCNT IN � - W 4, 11� `2.I e1'I - PAINT SLAB EDGE WITH BOND • 1 52.1 AT PANEL EDGES- 191P,EAKER BEFCRE PC?URIW s2� j j 22'-611 l) z I __y ADJACENT SLAB �" `. 16'_4` - J 04 AT Ifv" EA WA-i-- • ` • 1 rT I. THE SY`MWL 43PCINTS TO FATE OF i 1.-3 KEY 4 •EA'WA/Y --• -- 32'-6 14 '3" VERIFY ---_ ._ ' LL '.U/ 1j2" P'LYWD SHEATHING F --- -}-- -y- -_ <�4 INDICATES 4" PL`WC NAILING FOUNDATION PLAN -+-i-•-- -- - -�= _ _ ___ __ THE 15"t"150L o CENOTES A BUILT-IrA & DETAILS -- �---- ,. . -- " 4" MIN-- • • -: _ (5 ) ^ VERIFY - - FCR SIZE LUMN, REI`ER Tc; DETAILS `t ) 3) 2" CLEAR I-•4 �-' ��✓ �.�/ 3 DII-TENSIONS AT INTERIOR STUD WALLS 1. ARE TO FACE STUDS L` SEE ARGu L -- -� 14 PLAN 113 _SLAB C.J. >�, FOUNDATION PLAN _ STEP DETAIL �- '�I 1 4 THE SYMBOL f6=J DEiVG�TE3 TNi�E4S c'7F .-w FCIINDATIO!I aLL AT INTERicip STUD WALL.-. X97.1 .- -� -~--- PCUNC, REFER TO DETAIL 11/521 6 a, . I, �,,, tI-FTG38 ��.� �� - I'-Q+•' _ TI-FtG9 �.1 A,'. " I,.C„ 82.1 I . ! -4'�" r1_ � , gpei;Ayy�•ir'„It:k1,a,�+i�►Y:;:a;:ai�yse�.ur:a•. , If Ibis 110lice appears clearer Ih:ur rhe .PUN 0 Z 2000 ft�cument, the IlOcllhrelll is 0f marginal quality, r111C'roh111 cd " �_" rI r•.arlMalrM 1 1 , �'� , int I !}IJ ! 1,11,JlII}11;}I {!! ► I III 1 1 ! !I (!!�Illillll i I11 I I' 111iIlIl11) 1111 }I1:1.I1i I111t 1111}11111lillt!111t I!If lillif l?il!i{lill"�i I i(I ;!i{II liu i' I 'lii I 441/1 II I tU111 tI1i1 1 t •' i' ""11 Illlnl 11 111111 u r 1 all In 11 1 Illn I,iln I n Inn 1 .I.} it,• u_...,.��,,J Lt 1.: . _ _, ....__ _ l. 11111 ,,..ILL. ,,lI1I1lmi...11ill.l}I:IIl,..1..1.L.....III,.. ,!}IlI,IIIJ},fuli,If�1.,,1Ji,1 ,, 1,1111.,.. 111}I„111,11}.1 .,„11 I1111I1111!It1w!l:!11'L.{1i.r , • r , - � •�.� `�+a3..rs.".I1.�*ar.r.. ^7 ..., �. ,nen" r-. � 6 cik� 5r^µ` v ,. � �, , , j y,T o Bit t 1 x 3 �A A ■ 2 s2s - I�,-3, ! TIGARD - — -� JOINT HIGH SCHOOL S -1� - _ SWib� CENTER r L 4x4 8"-- � + REMODEL FC GONG � PLYUv "W2" EA 6TUC -� ��C r �T GI /r-L ;�;X'• 9000 3N DURHAId RD 24" MAX IYE_L- __.}: ."• AN BOLTS 97:23 _ _ -- —______—__ _ -- --- - -- - I_mr, ?' MIN -- / LOCATE T TIGARD, � • : -0" OAC 503-H64 225, ?" MIN 1'-p'' 1•_21, E ,4N BOLTS 12° MAX 11" M4X �- -" IN CENTER OF `TO DLCEN CELF 13 :,I® LEGGIEIE � 'I -�-`�-- " L 4,.1,'•t�'.b'r s72 4-Ibd EA 5TUC -- 2xb STUC& • Ib,r O,C 2rb STUD& • 7 t.2„ PLYwo �� -�_- -- 4'-Pr" w"� AN DOLT IeLT�' .Xb STUDS • Ib O%C 1,'1, PL.Y-� NOTE LEDGER ANC ANCHOR BOLT AIRF Tv BE glt�9pn; ',i;'� 4-91MP60N "I-TT?IGD" ,- --- GL 6's•h 2X8 PLATE NAS. FIRST 2,8 PLACED ON WALL WALL IS GROUTED GRILL :" ►CIE 1�. RAC1, 5-11 W' '�" BOLT COt1NTER91NK GL 'z CEEP / INO JOINT$/ I - WC E OF GL b DETAIL - ^,6 • ll O'c INSTALLATION I "1 -a•.' GRC?UT IID'- N'•" -._ _ _ 1 .•b LEC-I* I I:" EI`+CEC'MENT I:" SONC WA" 12" CONIC WALL DETAIL &622 : , . - ---___-_._. . DETAIL 4 DETAIL g DETAIL ------ I c 1 A4334'1 62.2 0.' . I'.C. TI-8331 �' . n ;'-V" MIN - lT:i�� OZO IID'-4" �► Tl EA STUD 3 8d EA BLII • 6.1 O/C - L4X4 I• ,•" 0'L�.� Od • b" O/C '� / ��,r pLYWC' I-05r1 L71l7 ® C L•ry�I TOP OF COURSE VARIES - ;-DDL :.�' •►,r FLl _ __I I_ H _ _.8„ LOCK 1.L 0'0 W/ 2-014 SEE PLAN 1015N _ _ GRrJll SOL IG' ..IC • I�' G C. I(v" O'C . 3-•5 ✓ 3-•S ✓ O/C , ✓ • x0 �,� • 3.-4.r 2x'2 f !(>" O c: ,8 • Ib` O/C Im2'-b" 3.0& y - -- - — 1 '-0j4W • 4' C/C - 4'-C" _- 'f t 1X10 • 14" O/C 2-8 CONTIN ! >�- - -- __ -__ __---- -__._-____--_ - 1---- - - - -a I 1x0 DLKG ?X12' BLKG • Ib" O/C :AS DLKC+ CIL 2X10 LEDCaER STEEL GE �m WALL ELEy,4TON - - CsRID E 61.100 JOINT ?xs STUDS • �, 3-160 EA STDG 2,b STUOSI• 1`" 1 Iv„ �Y .-' I4LYIl1C i - -- - :X8 JOIST • 61"1 �� AT TOP OF will e C TI-E100 9 DETAIL ---•�•-- DETAIL e DT�IL - I i !t - SrUC uiAi.l.-4E17: -LAN I I FULL ►EIGHT 4Tur. I N; EA 9'uG SIMPSON "S,c.3(•" • 4'-Q C:G EACH 9iC'E PLY WC r• Pad 4" O!C W, 14-'Nlb" NAILS ba • (° C'C �\ VARIES r ! %r, RL Wr) PLYWOOD FILLER EA SIDE 3, ".,I(8 • 16 O/C 1 2X12 • Ib" O/C I I A3.. t — 'XIO • Ib" O/C 4 GL DEAP1 J/ - -_ _ _ 311 SEE PLAN FOR SIZE ;�I1�_ _-1L-_�. 1 JST I.I�sR JOIST HGR 1 - JOIST k!R x ♦ --1 T`- :yd D: Kct1 "6T6214" • 4'-0" O -� W/ 14-'NI6" NAILS xi TUD6 16 C.0 4-tbd EA STUD Ibd • ' O/C EA $ICE I I 1 I !-=- •� Ih l' PLYWO SHTG— e �'uCt3 • Ib" OCG 3- Wei MIN EA SIDE I ! TIGARD TUALITAN i SCHOOL DISTRICT L 3',r16'J _ ® �I as„ DOLTS • b'-O'l W/ FIRST DOLT 13137 SW PACIFIC HWY I'-m" RROt'I EA ENC :x8 JOIST AT SIM' TIGARD, OR 97223 11 DETAIL ,Z DETAIL i3 D T I L NAIL LAMINATEC W.-'OD COLUMN _ 503-fi20-1620 8Z� '. T!-R2@I 6�� F," . I'-m° TI- I SEE 3TRUC 11RAL NOTES ---= _� t = TI-8203 19 4-2x COLUMN 62.3 � � r11��l C _:�b .t• • ?x EA g!C E 11 j IN .�', •\ Il AN BOLTS • 2'-b' O/C .�Y�11! '�_� 1 t I IDX?D CONCISE't M-F-AM - - 21,•.,` _ I�ANXEsOlT9 • ?' E'" C 1� BEAI"1 C.-OL lam`/NNECTION ;il �3 L_'' r--•-_-3 `�3 � � II I t 3 1 1 olrscaN ` v YUC- 7761 6,T - • �' TI-GENS W L�xlb 1 I W 15x18 I I - . SEE PLAN 4x% I 8 - - - - - �"'� F ) EXP: 6-30-99 ' --- - - --- - Aja 6a2 d�1 Sal r iu ^� ' �• '�' r'LTTZOE3" ANGHI;�R•-� D" EMBED a, tf1 1_ - — _ - 022 AT ?'-D" OnC a,8 LEDGER -, r AN DOLTS + : 8' C�'G �.�,ir L4X4 J �)11LI, OLSUN WI,�,KES 8" DLC'CI! WALL 4,;3 LEDGERlqrlr "ri. Ir "7 .0 GRCUTEC Si �� - SIM • e • N I r 0 e r 0 - \�, �, x9 •-__.�- - 319 sr rAvwwra sl r� xa �♦ eia Ir 4x � �+ r e4 LOCATE UNC) * _ I'MIL n.oa vn4 I . 37 61001 13 tC " 1 _ EQUIP CURD TTP ri 1 a I5w)?*_mO lie .e 622 L&Y-IXC! cONTIN b - -"1 622 1xs • b" O - •�� J FAX �a+ m-1"17 6!� A � 3 �" PLY WD ( ) t__ L CECK 3"" ELS-G�CK - ` 1 672 ?xe LEDGE --� EXIST I?' c•'�r --------- - --- I \ II 4' \\ D DOUBLE TEE ic y� wtt 2 27,99 I" DUCT SEE MECH '---`� 11 - - Wbxle $22 I �' L Z --- off' / �a,� oRA•1 b $__ LOND dM _ �©e -0" I _ .� W/ ?-04 C eL s rd!1 PLATES -- --. -- I I �` `_�� ' 4 � I mer"4 QI •4" AIN BOLTS • 4'21" G,C I f r-� I I • � • 1? s `0 t . I I 6 I2 'F \ 622 l I I 000 By - I I �A3.2 ---- # 622 # �. —._ _-- 12_'m` I I REMOVE EYISr �-'' �4 h _� h X 1.". - ?-lxlm 2-?x110 2.2 1® r 3- 1 ig r DE I_.— D 1 /1'11 .. CC^4CRFTE WALL _ _ _�- 1 'p/�� I 1 I I 2010 LEDGER I { •�„e • !? O'C d22 3'�' • I' m” TI-8320 dZZ ��' I'-0' .I A - — - -- �__J-- LAY CUT DECK TI Pax � 110'•B" �. SC VALLEY OCCURS �� 1 3 r STEEL DECK OVER STEEL PLATE 3„ STEEL DEdC 14 62: ��` d111 \ 3' STEEL C'EGK 6?] NOTES BOND rpt- 1.1--LI /- 1' / J — ---~_ -- 1. THE SYMBOL 42POINTS TO FACE: OF Ill 4 �� / �JJf►14 W/INDICATES 4 i" FIll 9 PLAYWD NAILING yo T 'pill GON T IN �1 - \ -- THE 6)t-IDOL 0 C'ENOTES A BUILT-UF ROOF FRAMING w t x ry s +r b L4,4s1a \. 1 AN DOLTS • I'.4 c c EG'ND DM W! 2-04 OR SIZE LUl-IN QEFEIF TO DETAILS PLAN & DETAIIS ' d 8" BLOCK WALL - 3 THE SYMBOL ,DENOTES ELEVATION X GRC'UTEC SCL IC - -- — AT BOttt7M f . 9612 ,Tr�IL TAII_ TAIL R 'OF I-RAt"ilNf.�-ALAN _ OF R�oF e�CK '�" !'_2' TI-8302 aZ1 0 _ _-. __,_ T -4^^r�F :" " I'-P I-M4303 �.Z �,." . I'-0 TI-R30A R6R0 Uorh,nn Road "-'rx. r S11`98-0011 4` Page 24 of 25 I' If this notice apil •s cleiuer 111:1 1 the ,�� 2000 dOculncnt, the dneumcnt is of m:u•Rinal gn;Ilil�. 1111C1'[)11�med I ! I ( I I I I � I,II � 1t �: , ' .- } ill lI •t l ►I SII { I !II! { dill{ i IIIIIII�I,!II i Illj!II�!{jilll !1!111:11{III .{ i � IIIj. �ijl-j jl�r,ii�wi ilijlji�lllll I Ijilllllllii•IIIIIjllljl�l�!III� IIS I I'I!I N �,,. INCA 1mmw IN CN INA if I II I 111 �II 1 I!'{11111 Il llll!il!Illiiill II! Illi' ilii.lilltllir,lllill!IL!lirr!lin l Lllil IIILIi 1 I 1 !ii I' 'I I"' 'Hl111 liull 1 n 1 1: lilnl 1-111,11 ! nll 1 nllnl lun nnlu Innlnr -�Illll,. . . .�. ,11HL_ .,N' !1111, fill_J,III.Iunn....,,ll,.,..,1h1,lI.,!{III,IHlll.ullh{11 .,III„ ,rilllllr. ,Ilrll..11l,ll!', ,r LII,rI1r11rr,IIIIC'jll,l „ nnr• � � fir,!'. "Yy. ! ,.: �, a: 4• t rr : ..d: 4.,rJ . ' ." ..,- 4Y '.,i,• ".-". , I'M.�,,.o 'y'd 0t."• r"71:4". Arr 14, TIGARD _4 4'1k 5 1"5 ) Z' TTP EA END -'<s1� - ____ 013 : •5 DO1lJELb , 3 -0 HIGH SCHOOL 2-91 -- 2-•1 4c• �. CENTER I-- - FCR GONC 15LOCK �• I 2-.1 T,P � �' I ,- �-., -------) 1'-a" �� ... SWI M jlr.° LAP . \ �I, � �-- .'-•T 32`' �✓ �� '" �y W - -- - -- REMODEL ---- -WNW7n. 613 1 '— _ _ I. C4x'1,25 .r MO JOINTS' - - -- �-- VERIFY - _ - - - - 7 - -- >3000sN DURHAM RD IP -: '- - -- -- -- - - -- - - - �� 97223 t+.{ -- ,'T;;' 1118.Ig ^-- /, ---f----- --_ __- ^ F'✓7T^ ;�lg.;g :-^ BOT �--, WGA 16 I � ! EXIST 12' TT � � I 503 -684-2255 'Y :-•1 GOT - - / — •-N6 - \_. J_x1 x 24 II I I ! I r `1J •1 x Z4' J - f 1D' -- -- -- -J 2-r1 x 39' A13 J 1 I I I Ti 823 •1 39 �3 ! i113 , -- • l I X I I X VERT 13x23 13x20''; ' COLUMN - G OFA ANGLE I W I I I " 2" COLUMN 13x211" COL1M'7d 13x14" COLUMN EG OF ANGLE I I I I 3 FILL. • 10,r O� -------_ -- ___..__ __- 3., ✓O NOT GUT I I - w._-.__�_____ ._ .. 8$T1BSUP-OFAG INC f b12 1 b 61 j _4° LEG -- ----I t _ I + + - - + 14 j p3 -- "---- 813 ! F '� S I8x24 P.Et!'1 END OF DEYGNG 42' CONCRETE BEAK" G4x1.8 !8x24 BEAM _93 4" - 2 FC EXIST COL TO FC EXIST COL �2" EPDXY BOLTS • . -b" CSC VERIFY_.___ W% 1'',"SQ / '." WASHERS TH113 LENGTH OF ANGLE -1 2C FT LONG MINIMUM SPLICE 1E ;x3xl: I ELEVATION GRID F -- --- --- --- �b,�,�, , - G4,,25 -- --- T 8�3 �i" • I'-mY, TI-DEAMF _.-_ .-__ I - ---- --j ------ --- --- - _- Ex1>3T - ! DOUBLE TEE F LLL -EXIST 8" CONG WALL 3!; »! 8" CONCRETE WALL I 18" TE BEAM ' I — CORE DRILL EXIST SLAB DETAIL 3 DETAIL _ DIA. _.. RILL VOID PRvFOSED CONSTRUCTION SEQUENCE \► I I BETWV TUBE 4 EDGE OF HOLE 823 --- ,� c -- TI_R 11 I /1ERIF, EXISTING DIMENSIONS tl __ W1 NCN SHRINK• GROUT 2 INSTALL FC'OTING ToEINFOIRGEMENT I 3 GORE DRILL ROOF FOR NEW COLUMNS 9 I 4 INSTALL NEW COLUMNS A I F ) 4 GORE DRILL ROOF FCR 4x4 TUBES I ! F F 4 iN°vTALL W8x18 BEAM r TUBES ! I `"___ 3-11"VIA x 24" SMOOTH 15AR HOLE THRU ROOF 5 INSTALL NEW CONCRETE MEAM ff -- S'-C" OIC--_ - ! g' -- CENTERED ON TUBE SECURELY •I„” 41" 18" rb CUT HOLE M EX19 ING k:ONCRETE WALL 4 4Y' Ips ' I TY PICAL TO 4x4x4 , 8» 10" TIED INTO POSITION / ENL'' le 4x4x1xi !" G R � • • 9 18x:8 CE � • • 2-•1 x 30' A213 1gx?G CONCRETE 15EAM - ♦ 6,1! `7 !b I 6 I 66 EA FACE - ! -04 • I®" O/C� 12" LAP r� 10 28' ! TYR EA SIDE 6' I _con DRILL ' M I - L 4x4x4*,V'-4" -_ I♦ :° DIA HOLE EPDXY ANCHOR -_ _ I -- 2'•1'•4' L be 3' STEEL DECK STEEL CEGIC I ! ! I r�, 1 J . Lbx4x;► CONTIN EXIST 12" 1 EXIST 12" I I �' �rCx10 5r: EXIST 12" + + �C+ + L + 4 ! I I 4-';xb HSA DOUBLE TEE ! 6" I I -%xb NSA • 4'-0" C/C. - \ DOUBLE TEE I DOUBLE TEE 1 w t I ! • •toxlb • 4'-C STAil"RED - -----� -- r �. �•" FILLET ALL AF40UND _ I EROUGHEN 4 CLEAN 2-1-4" BOLTS 5" I I w 8x Ig AT % --uZ1'IS T 'TMP • EA TUBE I - WEB ST!FF - - SURFACE APPLY � WASHER 'ix3xb - =� I's BCxdO'Nca ADEN. 03 TIES • 6" 0/G �� I C4x7:5 EA 61GE- NATE: EXISTING C'BL TEES TO FEAR 1 I BM 4 TIZE I „ (IZ" LAP? CUT BCT FLANGE � E BEG �• , I I I° FOR BOLT Z'-Q/" 6'-!a" OIC FULLN" ON NEW STEEL .3EL�P'!_-Sr,ir16 I 1 �8: U I OR JAC+CINCs MAT BE REQU!REG I/FRIFi -- INSTALLATION _ REMOVE EXI2PT ) EXIST _._-- _-__-__.__- _-_ - - -'- _ I I I " i 13x._._ COLUMN bx�" GONC HEADER AT TIME OF INSTALLtATIC•N AND I I 4"2 1 -4 13" GOL NOTE. BOLT HCLE5 IN W 8x18 CONCRETE SLA SEE 8, 9, 10 4 %,623 TT AT ENTRr GON:SI�LT WITH ENGINEER. R£T'1OvE EXIST ' Imo.--.{,• --- I HORIZOhItALL� 5L0• ED�� DETAIL ELEV ►TION cRiCRf:tE WALT. vERTt3 NOT SI+o1w FOR CLAR'` DET IL x I!. 4 ---__ _------- �_ �� 'aE�r�ai�.: b _ DEET � �, ,,Y _ TIG ARD TU ALITAN �_- TI-Rlml P,�3 �," • ►'.m" TI.RImO 823 D•," • !'-m° 873 '." • r-m" TI-RIC2 SCHOOL DISTRICT 823 >�," . r-!a" TI-8100 , 5 k + TIGARD, OR7 SW AC>7'7Z23HW � 13x1.4" COLUMN t 503-820-1620 1= 4-•6 .'ERTS� I I `J •3 TIER • 12" 0 C i J `� 0� MEC" UNIT N cl _ C48.4 EA END bOQ1• -- C 4.5 4 13xZ311" COLUMN ---134111" COLUMN i - 13x201' " COLUMN 14" 1 ;4 / ^� VERIFY SPACING b-w r/ERTB t' 2 ' - , J� --- 5-' b-'h VERT9 _ 0 ( F F --__ ---- / �•, EPCx, BOLT �� OF��', I' r--03 T' O • I2" C/G Q M --V--+ NEW HCL (-- J 03 TIES • 12" C/C - " b" J �1 16"WIDEx -�.tNGIrA'1G� b" b" 1�Id'"! --Z'-0�?,! / I2" LIQ HOLE THRU ROCF• ----� - \ \ 24" LONG l 1 - .. 12" DIA WOOLE THRJ ROOF lC? 1'ry" CLF; ✓/,/ EXIST WALL PANEL X bY, `" - Im" I O VERI" W/ KOUIP!1-4• Q� . I b.. b.. � \ I f�a a�� _ I;!" r W/ 10-!'7" EPDXY ANCHORS - L G W 1 13„ 4'2 R �xl4xb,_4�, 13" 13" j - Ig �Y'DE BEAM ABOVE _ 0 EMBEDMENT �__ � IHj" CLR I'_" CLR Lbxbx�rl''®! � g • 16" O/C EA LEG EXIST I:"Tt - t - — T /"- w/ 12-12" EPDXY ANCHORS /' — I EXP: 6--.0-99 REMOVE EXIST 1UALL Ext9 8" WALL 1° 6 • ib" O/C EA LEG com !: 13' 0' 623 ani}" C.L _ -- - Y - EXIST COIL 11" x ;:8"----- __._._____.___ _._ - -_-_-._- -- _ - _ SEE 1/ �F �— _— ` —_--- --- ---- 5„ -- — - - -_ EXIST - 1" SLAB ---- -,l 1� C'ETA(L— FLUbH b.. ~, _. • FLUSH O -- --_-_ - EXIST 3" GA671NG BEG -� - -- - 8�3 . T!-R400 • ! g" CMU GROUTED SOL L 0 4_.S vERrS DILL OLSON WEEKEti S • ANCHO • 2' C O/G- 8" IIZ'' O FXN WALL EXIST CLEAN CONCRETE e" • • o w I T • CI * • FACE..APPL1 BONDING..___ - �� AGENT r FILL A•" GAP 8n IZ" 110 TOTAL AEE 10/5 '. FILL MORTAR I D FGN WALL NO ft ,� PLAN LUMN Im n 3,�'�.A1!>~V. AN COLUMN PLAN � C L UMN &211-3 PLAN COI_u"i T I L ITI FTGZO 823 !i," 1'-0„ TI_F*(sdJ ►r 1I]t ns-319 8�3 , . ..0 TI-FTG2D 823 ', ' TI- TG:E 823 w J T' °`�:w r ' 97055 ' I e" ! ' 2,a ' CLR 1''i" CLR \ opAwlBT eig_-- all 14" \ -- I FOOTING ANCHORS 3. b" 8" 2'-b" v I!•1° 2'-01y"! �- FINIS�T GUT W/ GRAIN SAW 12" 1 -b�7 ! 6 b I-10 -__.__. .---- .► SAME AS 14/S.3 EXCEPT TOP FTG■ GtED�r - • EACH CCRNER - _ PAGCST9t 5AWCUT t3 •4pn —__ -- -- 13" W In — k T TOP o�EXIP'T - — E><,3T 8' WAL EXIST 8 WALL EXIST S" WALT. EXIST 8' WALL FDN WALL C ENING F' llI I 13-% CCNTIN n n — t�'.r. - -- -• .4 TIES • I." C,G 11i2" CLR G R C F _ I -- ---.._•- --- — _� --__. ^._ ------- .. "`7�)s - 6 EPDXY ANCHOR ) • I `- • I I f _ , � STRLICTURAI. - _� 9TAG{sFIIiAD 8 RED STAGGERED I _ - - - I 9 ...REL -- - _ - -- t-+ EPDXY ANCHORS -- -- t I I cv I DETAILS - , • 3 A 12" O/C !b" O/G " 8., 10, . 16" - I/e" O/c Ib° o/c 8„ M,• 8" 1�': oic I ^ -J ] 16x24" EPDXY EXIST 8' WALL --- GRID F ANCHORS SEE 14. I5, Ib 4 111623 I � I I 13" GLR _ DETAIL NEW' WALL OPENING 03 PLAN 6 FOOTING >g FLAN OOT�G li - FLX�,I OOT�NG n PLAN �a FOOTING _ I� DETAIL �g --- -- — -- _ r �4 -- -- __ —• - - r V Yt TI-F'rG30 FlZ3, '�' TI-FTG21 QJ73 TI_FT33C 8Z3 ,, : , I _G FT � c 873 0 � � •, , 1 87 ,r TI-cTG30 naso nurham Road til r 9R-1101 I lrege 25 of 25 If this notice npperrs Glen!er than the JUN Q d ument, the document is of mnrginnl quality. 1111Cfo�1l111Ud r1r�ll)I)II !�!lill�li)I! IIII�I�IIITJ1 -TTTP1i111! lei !SII, !� II' I!i I :; �. ijll ;� I I�111!III�I�I;! I I�i(III�IjI�► l(I�iI 1NCN l MAOQ»1041m II II n 1!'11! IuI i!!I'!111111!�!Ilillii!�i!!!ltlll�!III i!!! IIIL!I!LI!1!1'^liilHl!it!I' n!II!Illllf!!lt,Jl!1!'!!! ''!'!!�IH!!I!I'li!ii fli i;;,flll;l!!;; "YY1Y " Y m rY IY Y I,Y, YY fi:,.Lt IIIL�IIIIIII,I lul llil !r)li�ll�l!111, nlllll nll.:,,l ! - ! I Itt1,! 11. . !L!�,,,..,It111„!Y,,III,,,! ,.11,JYII11...,!,IItY,I�IIIIIIIIiIIIY!