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10505 SW TIGARD STREET-2 .t r FINISH SCHEDULE _ _ GENERAL NOTES DRAWING INDEX WALLS - � -- - I -- - - -- - -- - -- -- I. ALL CON5tF11GTION WORK SHALL BE DC'IE IN GOMFLIANCE A COVERSHEET, SCHEDULES WITH T14E LATEST EDITION OF THE UNIFORM BUILDING CODE. AS AMENDED BY THE STATE OF OREGON AND ALL OTHER STATE T = Z = OR LOCAL CODE REQUIREMFNT5 THAT APPLY. A01 ST i .�FIRE FLLAONOR DEML OL ITION PLAN 2. THE CONTRACTOR SHALL VERIFY ALL DIMEN5ION5 AN �� SECOND FLOOR DEMOLITION PLAN V z cQR rr N cf) W Q CONDITIONS SHOWN ON DRAWINGS AND AT fHE EXIStIN�s AC Z N ° J U I U l� > BUILDING AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES A3 FIRST FLOOR FLAN ° RM I! NAME �- Z w _ _ _ REMARKS PRIOR TO STARTING THE WORK. ou —_— PGW6, P-7 F<ALO, P-2 `- - — A A p 0p loo R><9tROOr-t - -- - -)v 133 PCswB, I 2 PL-I Pl., PGWB, P-2 WBC 9'-O" Y �} SECOND FLOOR PL,4N c. 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF Z u " m 200 - CONFERENCE _ CP B; PC3WB, P-I PGWB P-1 F'GwB, P-1 PGWB R-I SAT 9'-0"- Y - GARBAGE AND DEBRIS ON A DAILY BASIS. INCLUDING DOCK A5 FIRST FLOOR POWER / SIGNAL PLAN r�s V) =8 B3 -T- PCAM. P-j - PGWB. P-2 - -- -- AC.:E5S AREAS. V � o 201 FeESTRvoM Sv B4 PGWB. P 2 PL-I PL-I PGWB. P 2 wBc 9 0' Y A� SECOND FLOOR POWER / SIGNAL PLAN ' ) � Q - -- ----- - - - -- --- - -- (� z 202 WORK ROOM — VCT PGu1B, P-I PGWB, P-1 PGWB, P I PCs1JB. P i WE3C 8' O" Y 4, THE CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS FIRST FLOOR REFLECTED CEILING PLAN W w F�-a �- -- -� -- -- -- - - - - — - -- - -- (I.E. NAILS, SCREW5) AT ALL TIMES. A7 LPI d1 RGW'F3 P-1 g,-0„ Y - ---- a2 �'- - AS SECOND FLOOR REFLECTED /,FILING PLAN �''' P.I 1 5. ALL GYP`OM BOARD TO BE A MINIMUM OF Vie" THICK yLL 204 EXIgtlr,r� STAIR Ct BI PG.UB, P-I PGWB, P-I PGi1B, �-I PCsUJE3. -. ----- - - - - - - - - - VERTICALLY ATTACHED TO 3� " METAL StUD3 a'7 24" OG DETAILS _--- E -- VCTFM PGWB, P-___ _ PI_, PL•I ' PGllB, P 2 WBC 8' O" r_ _ -_ WITH I" TYPE 5-I2 SCREWS 12" O.C. OR WOOD STUD ALTERNATE. A9 I rel] �_�; 301 RESTROOM SV B3 'GWB, P-2 PGWB, P-2 PGWB, P-2 PGWB. P-2 WBC 8' O" Y __ ___ __ STRUCTURAL U W wo - - --- -- - --- — - 6. WATER RESISTANT GYPSUM BOARD SHALL BE INSTALLED _ N 400 1 HR STAIR ENCLOSURE VCT BI PGWB, P-1 PGWB, P-! PGWB, P-I PGWB, P-1 wbC Y 48" ABOVE THE FIN15PED FLOOR ON THE WALL BEHIND ALL a LN �- PLUt1BING FIXTURES IN TOILET ROOMS. STRUCTURAL - PLANS DETAILS, STRUCTURAL CALCULATIONS � `� 5CX) OPEN OFFICE LP-I BI PGWB, P-I PGWB, P-I PGWB, P-I PGWB, P-' WBC VARIES , Y - <o -� 1. IN DFFICI=S, MANUFACTURING WAREHOUSE SPACES PURR OUT EXTERIOR PLUMBING PLUMBING RISER DIA(_iRAt I UNDER SEPARATE CovER � WLn _ 501 OPEN OFFICE LP-1 F31 PGWB, P-I PGWB, P-I PGWB, P-I PGWB. F'-' WBC VARIES -� - - - --- -- - CONCRETE WALLS WITH bko" GYPSUM BOARD OVER METAL 5TUD5 WITH R-II w a` 502 9TORAC,E ,CT B2 PGWB, P I PGWB P-I PGWB, P-1 F'GUJB, P•' WBC VAPIE5 Y _ - FIBERGLASS INSULATION OR lij" FURRING CHANNELS AT HVAC HVAC - UNDER SEPARATE COVER W w y 24" O.G. WITH FOAM BOARD INSULATION. o ' F co 8• CONTRACTOR TO PROPERLY PATCH ALL ROOF PENETRATIONS PROJECT INFORMATION z O x Z t` FINISHES FOR WATERTIGHT SEAL. ^�� a a r�, LEGEND _ _ _ a it 9• ALL DOORS SHALT_ BE 5-0" X T'-C" X 13/4" 5OLID CORE CP CUT PILE CARPET GP: CUT P':.E C:AWPET - DIRECT GLUE CAMBRIDGE GLASGOW, 32 RITZ WOOD UNLESS NOTED OTHERWISE. LP I.CX)P PILF CARPET BUILDING OWNER DON 5CHAEFER .'" E VCT VINYL COMPOSITION TILE LP-I: LEVEL GOOF' CARPET - DIRECT GLUE - C-AM13RIDGE NOTTINGHAM, 1016 LANDMARK P.O. BOX 23691 ° I O F �� 5V g.LErT vINYL 10. ACOUSTICAL CEILING SYSTEM: I iJ ti LP-2: LEvEL LOOP CARPET - DIRECT GLUE - CAMBRIDGE WYNFORD II, 2109 SILVER PLUMB TIGARD, OR 91281 -- 9P SPECIAL FLOORING SUSPENSION SYSTEM To BE EXPOSED METAL T-BAR PH: 221-4515 9/C SEALED i3Oru:F2EtE PREFIN15HED WHITE, TO C:,;4PLY WITH U.5.0. 5TANDAF:DS. SV: MANN!NGTGN FINE FIELDS I012e STONE ►,RAY INSTALL LATERAL BRACING PER GODS FAX: 639-9405 d) PCsuo PAINTED GTP5UM Wn1_L BOARD VCT: ARMSTRONG EXCELON 151904 STERLING WW WINDOW 111A11 ARCHITECT: CORPORATE SPACE DESIGN, INC. ✓ WP ACOUSTICAL WAIL PANELS OVER GYP. WALL t3D. B-1= VPI 133 ALLOY, RUBBER 4" FLAT, CONT. ROLL 11. H.V.A.C. TO PE BALANCED, DE516N BUILD 5Y5TEM. ROOF TOP CONTACT: DAN INGRIM .r F LW F I_A5TIC LAM. WAINSCOT TO 4' A.F.F. GA5/PAC UNITS, OR APPROVED EQUAL. 15055 SW SEQUOIA PKWY., 9 I'T>!7 PT Pl Y I FAINTED PLYWOOD TO CEILING B-21 VPI 133 AI._OY RUBBER 4" COVE, CONT. ROLL PORTLAND, OR 91224 PT F'l r•2 PAINTFD PL T'WOOD TO 4'-a' A.F.F.-GYP. WALL ABOVE. 12. DUCT AI.L EXHAUST FANS, MOUNT ABOVE SUSPENDED CEILING vM VINYL wAL.COVFRING B-3: 6" HI. COVED SHEET VINYL PH: 624-1196 TO MINIMIZE MOTOR NOISE. FAX: 624-0635 7 'SAT 5U5PENDED ACOU5T TILE 2 x 2 B-4 PLASTIC ,_AMINATE: NEVAMAR - MARITIME GRAY: 5 -21T a wwS WALL BOARD CEILING PL-I: NEVAMAR - PHANTOM GRAY: MR-6-11 13. TELECOMMUNICATION SYSTEM BY TENANT, CONTRACTOR TO CONTRACTOR: M. 5TEARN5 CONSTRUCTION CO. u F T5 EXPOSED 70 STRUCTURE F-UIL FACED COORDINATE WORK. INSULATION PAiIvT'_=D 2 COATS FLAT, PL-2: NEVAMAR - 5TUD!O GRAY: 9-6-311 CONTACT: ROY WHITAKER WHITE DRY FCX, LATEX PAINT. 8030 NE CLACKAMAS P-LAM WAINSCOT NEVAMAR. - PHANTOM GRAY: MR-6-1T 14, PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS MULLIONS PORT! AND, OR 91213 P-1: MILLER SATIN LATEX - I PRIME, 2 FINISH COATS OR GLAZING. PH: X56-5502 P-i• MILLER 5A'IN OIL 8.43E - I PRIME, 2 FINISH GOATS 15. TENANT TO 5UPPLY SURFACE MOUNTED FIRE EXTINGUI5HERA. FAX: 251-6366 SEALED CONCRETE: LOCATION TO BE APPROVED BY FIRE MARSHALL. STRUCTURAL ALL FINISHES NEED SUBMITTALS PRIOR TO N ISTALLATTON OF MATE ALS ENGINEER: LEW15 4 VAN VLEET ! 1 CONTACT: GARY LEW,S `J f—• III 5W BOONES FERRY RD. (n TUALA.'N, OR 91062 v' co PH: 885-8605 N DOOR ANDFRAME RAME SCHEDULE _ _ FAX: 885-1206 DOOR DOOR F~ HARD- REMARKS/ w VJ a NUM. TYPE 511E _ HICK MATT FINISH MAT'L FINISH WARE NOTES CODE INFORMATION a W Q _ _ SPECIAL NO rES F !OOA 5C 3'-O"x1'-O" 3�4" WOOD STAIN ALUM. FF GROUP 4 U -- - -- - -- UNIFORM BUILDING CODE 1991 EDITION ?OOA - SC 3'-0"x1'-n" - - j/i" WOOD °�tAll� SLIDING DOOR _ A. RILL-`51ZE OR LARGE el-;ALE DETAILS OR DWG5. SHALL GOVERN SMALL SCALE AMMENDED BY STATE OF ORE�zON 1998 EDITION ' 0 200B HM 3' O"x"'-O" -�� V. NM PAINT NM PAINT GROUP 20 MIN. RATED DOOR 4 FRAME W/Cl-05ER_4_SMOKE GA5KETING DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY. dETAIL5 OR CONDITIONS F, �■ O INDICATED FOR A F.�RTION OF THE "JORK BUT NOT CARRIED OUT FULLY FOR OTHER OCCUPANC T' : OC:UPANCY GROUP: 'B' / STORAGE CROUP: 'S-I' �j• 201A 3C - 3'-O"x 1' O" 3/4' L1IOOD °.MAIN ALUM. FF GRCUP •t - PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILAR PORTIONS EXCEPT A9 v 3UCA IMT 3'-p"x 1' O" 3/ " HM �. - - OTHERWISE SPECIFICALLY NOTED, IN EVERY CASE, A HIC-PTER O'JALITY ITEM OR CON5TF�UCTION : TYPE: `N GON5,RUCTIII W w 4 PAINT HM PAINT GROUP - 20 MIN. RATED DOOR 4 FRAME_ W/CLO5ER 4 5MOKE GA5KETING METHOD SHALL BE ASSUMED OVER :. LESS QUALITATIVE ONE AND DIMEN5ION5 ., 300E3 "M 3'-O"x1'-O" 3/4" HM PAINT LTM PAINT GROUP 3 SHALL 13E CALCULATED RATHEP THAN DETERMINED BY RULE OR SCALE FLOOR AREA : 3129 ^.F. OFFICE- PER UBC '�~-�� 1 0 �n -- _ _ _ 20 MIN. t24tED DOOR 4 FRAME W/CLOSER 4 ar10KE G4SKErING 2630 3.r=. MANUFAC TURING/WAREHOUSE- PER UBG L� VJ 301A SC- 3'-O"x1'-O" !— 3/4" WOUh STAIN ALUM. FF GF'OUF B. THE CONTRACTOR SHALL BE RE9PON51BLE FOR PROPERLY AND ACCURATELY LAYING OUT THE WORK AND FOR THE LINES AND MEASUREMENTS HEREIN, HE/SHE FIRE 4 LIFE SAFETY: 140T 5F'R!NK.LED pLo 4004 HM 9'-p"x1'-O" j/4" HM� PAINT HM PAINT GROUP 3 20 MIN. RATED DOOR 4 FRAME W/CLO5ER 4 SMOKE GA5K-ETING SHALL ESTABLISH NECE55ARY REFERENCE LINES AND PERMANENT BENCH MARKS (� ---` FROM WHICI4 BUILDING LINES AND ELEVATIONS SHALL. BE BE TAKEN HEIGHTS OF zOIA 5C 3'-0"x1'-O" `/i" WGOC� 3jAIN ALUM. FF GROUP 3 c H r n e c o_ e F c H ALL WORK GALLED FOR "AFF", LE., ABOVE FIh15NED FLOOR, INCLUDING BUT NOT -- - _- _-- _ e � .. i - .. 50?A 3C 2' O"xl' CJ" 3i4" WOOD °,MAIN ALUM. FF GROUP I ] LIMITED 1'O SOFFITS, CEILINGS, DOORS, AND HOLLOW METAL SHALL BE TRUE AND J --- --- ---- LEVEL WITHIN A MAXIMUM TOLERANCE OF 1/8" OVERALL THE ENTIRE PR-ECT REGARDLESS OF VARIATIONS ON T!4E ACTURAL EXISTING FIN13W FLOOR OF EXISTING CONCRETE 9LAE3. ABBRE V I AT I ONS C THE 'STANDARD 5PECIFICATION5 OF THE MANUFACTURERS APPROVED FOR USE IN THE _ -- PROJECT ARE HEREBY MADE A PART OF THESE NOTE5 WITH THE SAME FORCE AND i { •} ALIT ALu"►41t PRAPV 15Y TIMEL: OQJAft 15N.AP ON PROFILE EFFECT A9 THOUGH WRITTEN OUT IN FULL HEREWITHIN, EXCEPT THAT WHEREVER THE Fe FACTOWY VNI&4 - PREF G"TION � OPTION 2 COLORII NARDLUARE GROUP I - INTERIOR LOCKING DOOR DRAWINGS REQUIRE HEAVIER MEMBERS, BETTER QUALITY MATERIALS, OR ARE OTHER- _ (XTION I - TD'tELY FRliPte :�Cr1A1*ONE tSClmll - ______.__._ ____—_ ._ WI5E MORE 3TRINCiENT, 1HESE MORE STRINGENT REQUIREMENTS SHALL GOVERN. `- OPr1oN 2 TIMEL*T r'RAt'E CORDOVAN rCC100 ITEM SERIES MFR FINISH �4r1 • "OLLOW METAL • PAINT TO 'IATCy1 TIr-IELy PRAM D THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOE' DRAWINGS, 5AMPLE5, AND 2 I z 1''12 PR E3UTT5 FBB191, 41,,2x41/2FIXTURE CUTS FOR THE ARCNITECr'3 REVIEW OF ALL NEW FINISH MATERIALS AND PAINT . SAINT TO MATCH TIN 6LI "D IE --- 5T FIXTURES A5 SHOWN ON THE DRAWING. IT SHALL BE ASSUMED THAT A SAMPLE OR - , WOOD ur�OD DOORS - PLAIN 6LICED OAT LOCKSET 'RHODE3' LE_V_ ER AL 5ERIE5 SC14 625 SHOP DRAWING 13 REQUIRED OF ALL NEW WORK, UNLE55 OTHERWISE WAIVED BY THE 3 I ARCHITECT IN WRITING. THE ARCHITECT'S REVIEW SHALL NEITHER BE CONSTRUED 4-) � � 3 bTAIN • bTAIN TO MATCH ARCHITECTS bA""WL.E.DARK OAK WAL_L5TUP 232W NAG 625 r R E V I S f 0 N S AN INDICATION THAT THE SUBMITTAL 15 CORRECT OR SUITABLE NOR THAT WORK _ _ _ O/C • 9-OLID eor+elE WIO�OD noon - "i.... _ __ CzROUP 2 - INTERIOR PASSAGE DOOR REPRESENTED BY SUBMITTAL COMPLIES WITH THE DRAWINGS, EXCEPT 45 t0 MAT TIERSLtt 1 No. — D R 8 c R I P r I o H DATE OF FINISH, COLOR, AND CTHER AESTHETIC MATTERS. ACTION NOTED ABOVE DOES 4 . r I - ITEM _ SERIES MFR. FINISH NOT RELIEVE THE CONTRACTOR FROM THE RE5PON51BILItY to COOP r' L1-,� '� 1 { 14 t �v"oom1! •roR ALL TRA >E5 AND TO CHECK FOR ALL ERRORS ON THEIR DRAWINGS (SUBMIT J - 40"PAOeT,•Ioa -_IIPPR E3UTT5 FBE3191, 4tjx4lZ 5T 625 THREE COPIES AND ONE REPRODUCIBLE OF EACH 5140P DRAWING OR FIXTURE CUT CL AND, IN CASE OF 5AMPLE5, TWO SAME ITEMS). d °O°'t _ LATCH5ET 'RHODES' LEVER AL 5ERIE5 5CH 625 - E. ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF TP15 CONTRACT SHALL BE _ _ — — — WALLS'OP 232W HAG 625 NEW AND OF BEST QUALITY OF KINDS SPECIFIED, ALL SUBJECT t0 THE APPROVAL 1 I I - INTERIOR LOCKSET WITH C OF THE ARCHIT"_-'CT. THE USE OF OLD OR SECOND-HAND MATERIALS 19 STRICTLY a �I � GROUP 3 LOSER _ FORBIDDEN, UNLF55 OTHERW15E INDICATED ON TI IE DRAWINGS. THE CONTRACTOR !TEM SERIES MFR. FINISH SHALL, IF REQUIRED, rURN15N 5AT15FACTORY EVIDENCE AS TO THE KIND AND Q'J ALITY 1 -o' /r•m _ OR MATERIALS AND WORKMAN5-IIF MATERIALS SHALL BE USED IN ACCORDANCE WITH 1�1 .per BUjtg _ FBB191, 41/2x4�z 5T 6255 MANUFACTURER'S PRINTED INSTRUCTIONS. UPON REQUEST, THE MANUFACTURER'S - REPRE5ENTATIVE SHALL GO TH THE 5ITE AND INSTRUCT THE MECHANIC IN THE USE - e---- = L OCKSET - 'RHODES' LEVER AL SERIES 5GH 625 OF THE MATERIAL5 OR SHALL SUPERVISE THEIR USE, " t - - - MID . euro 8 - ADcmoKaL ewT G 14 _ -_____ LGN ALUM F ANY MATERIALS DELIVERED, OR WORK PERFORMED, CONTRARY TO THE DRAWIr.'65 1" •tea • t I� E - - - - -- AND SPECIFICATIONS AND APPROVED SHO;•' DRAWINGS 5-IAL_ BE REMOVED BY THE $CHpL1.� _ -�- - AAPO LOCATIQW FLOORSTOP 241F HAG 625 CCNTRACTOR AT HiO`/HER OWN EXPENSE AND THE SAME 5HALL BE REPLACE5 WITH - "" • d 'r sr f OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT. THE CONTRACTOR z t " irseo I trMr 3 51LEtiCER3 SHALL AL50 A55UME THE COST OF REPLACING THE WORK WHICH MAY BF DISTURBED. ° s' J $ >u0r ` F $ CsROup 4 - INTERIOR RESTROOM PRIVACY LOCK G THE PREMISES AND THE.-. JOB 5ITE SHALL BE MAINTAINED IN A REASONABLY NEAT oA � � t � r Dm � u i "'�+cr � � ITEM SERIES MFR AND ORDERLY CONDITION AND LEFT FREE FROM ACC•UMULATION.3 OF WASTE aA•' •a' q ' " ASN sl ` FINISH MATERIALS AND RUBBISH DURING T14E ENTIRE CON5TRUCTION ?ERIOD. REMOVE 0iK° , - - s '�__ " - - - f o sT I S H E E T T I T 1, E ' 4:� \ Iy F_BB191, 4V3x4kj _ 5T 625 GRATES, CARTONS, AND OTHER FLAMMABLE WASTE MATERIAL-) OR TRASH FROM rt• A " rN xo •TAV x ' sM " - i J LOCKSET RHODES' LE`/ER AL SERIES 5GH 625 THE WORK AREA AT THE END OF EACH WORKING DAY. ' _ ' ' S00 SAO m .fiON"LOOK -- __-_- H PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES SHALL BE CLEANED AND LEFT ° CLOSER 1 dh0 LGN ALUM 0190 A sw T sT r FREE OF RUBBISH, L005E PLA5TER MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION 3 *'�► y"msmK I 4 rr R +DOOR AS TELEr►4CsPe OR !��cTllleAL OtrTL[T MATERIAL, DIRT, AND DUST. owe � � s, 09 1 I �ti8 � � c� u ♦ ��J '�'r� COVER �LII`f�1M1D �O`L"'� "°"'` `�"I' "R A,�T 1°Oi * EXI- DOORS TO REMAIN UNLOOCED DURING BUSINESS HOURS. I. " "� "� ;1 �' �" t • � !""'" •toae"ON�e.. tiaH• INw.aO \ CARE SHALL ESE TAKEN BY WORKS-R5, NGr 10 SOIL, MARK, OR OTHERWISE DEFACE � � z �a 0tao0" sr 1j SHEET D,1e FINISHED 5URFACE5. IN THE EVENT THAT FINISHED SURFACES BECOME DEFACED, IUITIEAIIE sT It u d " J � II CLEAN AND RESTORE SUCH 5URFACE5 TO THEIR ORIGINAL CONDITION. R - - • -• o_.- G- _ 0 s4!• REFER 1-0 HARDWARE AND DOOR. SPECIFICATIONS ON CORE: AND Vol � SHELL DRAWINGS. COPIES OF THESE PLANS MAY BE REQ IEWED J. CLEAN UP IM'�ED1i�►ELY UPON COMPLETION OF EACH TRADE'S w-x�K. T KID � � V oK - � 8 '?•� -____ yOU:N HT. DET��,L "� �� o�A� �, �,�4 '� S>! NCTEC ELSEUJ<aERE AT TNr OFFIGES OF THE ARCHITECT. K. CLE=AN AREAS �r THE PREMISES IN WHICH PAINTING AND OTHER FINISHING WORK s4 3��j ' S �+� rK� I ° ` ° ' f • f _�y� • ���� MT DI 1/4" = 1'-0" 19 TO BE PER,-ORMED IMMEDIATELY PRIOR TO THE START OF TH15 WORK AND y A �I ,r � 0r• I 6 sti" F•� si w • sr �`' 'i' � ---- -- ---- -' MAINTAIN Tr4E5E ARE43 IN 5AT15rALTORY CONDITION FOR PAINTING AND OTHER 4 • w $ �I ° :; � c 4 R I r)4 � DATE T , e - " •` -•= ,IT �'( I wE"/.// oM `� 4 OP" y �4y" 6/1/99 MA1vL1FAOTURERS FINISHING. � A.D.A. TOILET ADDITION ' ►wAo bTANLEY- ST L THIS CLEANING INCLUDES THE REMOVAL OF TRASH AND RUBBISH FROM THE AREA `.�E4$AWL NOW DATABASS LOG1C,_ATC14 bCHLAGE �,, DUST-FREE BROOM CLEANING OF THE FLOORS, THE REMOVAL OF ANY PLASTER LOCATION MAP I • C5-05 -- MORTAR DUST AND OTHER EXTRANEOUS MATERIALS FROM FINISHED SURFACES DRAWING po NEIL AD A TOILET RCCMS AF•?F BEING PROVIDED. EXIT DEVICESCY"LIVE" VO4 DUFMtlN VON INCLUDING BUT NOT LIMITED TO M15CLLANEOU5 METAL, WOODWORK, PLASTER • _�_._".�I�L` • CLOW" LCN LL74 GYPSUM BOARD, MA30NRY, CONCRETE, MECHANICAL AND ELECTRICAL EQUIPMENT, FLUSW 5OLTb.,bT'It" DOOR CONTROLS INTL, Dc "vEW FIkn,RRc COUNT: 1 LAV DOORSTOPS HAnER ►u+c3 PIPING, . REGI )RK, CONDUIT, AND SURFACES v15fABLE AFTER EQUIPMENT COVERS, PERMIT SET 6-7-99 �' of 00,EA*O.IER bTR1rb µcaElt 0.�, GRILLES. REGISTERS. AND OCHER °SUCH FIXIUR!`5 OR DEVICES ARE IN PLACE. 1 WATER CLOSET TwwrbHOLDb r TIKO �+ 10505 SW Tigard Str ;;� AO BUP 1999-00253 �1 PL11MB1NC: FIXTURES TO a'"g1EM tot 12 n LEGIBILITY STRIP c 2 3 a 5 6 e 9 a 2 Ia c g 2,� �, 22 23 za 5e �� 0m 2 - ZI I I 01 6 J y , MON I • Toa e� 4 s� �1�111.111���.11�J11�11L111�1!X11111111111u�11.jj11.�..(a111L111!W.1111.!.11b 1111�Ll1J..IILI-1LIILIII1I1LIIIIII1IIIIIIIII IlITSI1IIlIIlIllLLLl1hlaijII.1I.1!II1LL�I!It��IIlIIIi!IIIIL;.iL.l(�II111i1 I1111!111I71111IIlj�. 1�1111LIL. ]I 11i11JI�Oz � # . IPYOItlYi:3fiifW:ii- - - - _. nN M, .000.0-.+a .pRA IWsMR»+ n.nn.ra,. A . +nnk+*,'.�,i+Ta+1R ......._. .. .. ..-..�.,.-.,w..-..,,- •,... ..., ...y,... .._..,". _ _.. .., ._ ..r-..ew+e.«w..:.wxwnw.«, 1 f ,F 221 -011 120 -24 _ .090" ALUMINUM SIGN PIATE DISAa�FD 9�iNsK,E PER _ WHITE BACKGROUND STATE M 5,G ACzE �— — t HIGH BLUE LETTERS MN amomim PAfdOw """ AND BORDER, BACKED ENAMEL POW ONLY To Nowan i UKIR j are V1.aa No FM y64W U NATO Y ORS 811.915 / in / U V aC / W 9TRIPE5 rI O.C. F- 0 F►r 0: i I l �j 30° rrP. to z a Fr - HANDICAP SYMBOL WHITE / /% � 0 7 WITH BLUE BACKGROUNDIE EXI5TIN6 -- —, _ -� � / I �"1 w 0; LAND5CAPE VAN ACCESSIBLE SIGN O GALVANIZED STEEL POT \ •a'_ f�� a z CURS FACE I'•3' W w F., 00 i DISABLED SY IBM / t PAINTED PER 4-- O (AREGON LAW / O tc TYPICAL (P'-m' CAR ••Q-� v y. 1011 e -0• VAN Q iL 41 A�NDICAP ST 3 RA OAL HAND_ ICAP SYMBOL �oANDICAP SIGN 7m N.T.5. N.T.S. � O a r` V)a O i \ EXISTINCs I — LANDSCAPE • _ 7 M EX1 PORTABLE —' \ _5IDEWALLK 5'-O" PARKING REOUIREMENTS 5HED SIDEW OFFICE: I SPACE FOR EVERY 50 S•F• / WAREHOUSE; I SPACE FOR EVERY 2000 S.F. LL1 FENCE / N.C. PARKING: 1 SPACE FOR E VERY 25 REQUIRED PARK I Nc j SPACES ILI 2 Z tf) c'� 3 SPACE ASSESSMENT -- N 0 co cy Z I4 FRONT EX15TING PROPOSED OFFICE _ USE SPACE -' woCr Z I BUILDING E-• < DOOR PROPOSED WAREHOUSE S�I ACE U 0 LL. 312 9 S, �-- Q g PARKING CALCULATIONS 20' 30 S.F. ; W co • 7 TYP. 5-Et-]BACKr� EXI5TING 5'-O" WIDE x V J W 8 PARKING LOT-I-EVEL OFFICE SPACE OF 3129 S.F. DIVIDED EY 250 S.F. = 12.5 OR 13 SPACES a LO aQ gIDEWALK - NO CURB. WAREHOUSE SPACE OF 2630 S.F. DIVIDED EKY 2000 S.F. � 1,3 OR 2 SPACES ' Qo � 9 CT 37 I TOTAL PARKING SPACES REOUIRED� O F a 15 SPACES O 100 BICYCLE PARKING ELECTRICAL TOTAL EXISTING PARKING SPACES: 38 SPACES 11 IN51DE WARENOU5E 12 .. REOUIRED H.C. PARKING SPACE PER SEC11ON OSSC SECTIO C`Ic N 1113• 1 SPA 13 i 1 � 14 ;. R E V I S l 0 N S PORts.�L E PORTABLE• • . . - - i15 IJJATERTAN_K 140 D2scAtPTtox DAT>< / ZEX15TING :, ' - Q ns�t+noN 7/15/YY PARKING - '' BUILDING SOUARE FOOTAGE SUMMARY 30 31 32 33 34 35 38 : i TOTAL MAIN FLOOR FOOTAGE: OFFICE- 1925 S.F. WAREHOUSE- 2.030 S.F. 20 :• TOTAL: 4555 S.F. 21 � y 22 : ' '.;~ 4555 S.F. DIVIDED BY 1/3 - 1503 S.F. OF CODE COMPLIANT MEZZANINE AVAILABLE S H E T TITLE ' '-- 23 24 25 26 27 28 29 -- _ _ MEZZANINE FLOOR FOOTAGE SUMMARY: F)ROPEfRT-� LINE 2nd FLOOR OCCUPIED MEZZANINE: 1204 S.F. SITE PLAN MEZZANINE OVEfR CONFERENCE fRO01~l* 250 S.F. e TOTAL MEZZANINE SPACE PROPOSED: 1454 S.F. DlU BY: cnrK= 9YSCAM ALLOWABLE: 1503 S.F. PER OSSC, SEC11ON 1004.2.5 1" 11-01---- - -- — — — ----- ---- -- -- --- J �_ PROPOSED: 1454 S.F. D1/2 /99 I- DAA n. r DATARM r� "`r`� tT77 C5-51TE EX1511NCi i �_ EXI5TING - vfDn►u0 110 ANDSCAPE ---__. TIGARD RD. LAND5CAPE PORI�A�1byOlE7lnN' a T A 0.1 1 SI . E PLAN of ALE ' ao 10505 SW Tigard Str BUP 1999-00257 2 of 12 LEGIBILITY STRIPC 3 a 5 6 7 8 9 IO 11 12 13 14 16 17 IB 19 20 21 22 23 24 25 26 27 28 29 30 `m_• ` 01 9 OE - �-�li11.1�.��.Ll�..l1.1J.1.Ill.�lllll•�.11L1i�11�.L1.1.�1.11a.�a1.!.11l IJ�Li l I LLI LI I I-LII I I I Lll I LI I I I I I I I I I I 11111 I L I I I I '' I NONI °Q oZ IIIIIILI�Illllll.III,IIIIIII�IIIIIIIIiIIIIIiIIII� IIIIIIIII!IIIIIIII�iJIlllllillllllllll�IlIIIIIfIIIIIII!III� ;,I;I;;,I,I,! 1!1! •9 .Ya dP' } L) •a o t� H�1 C C z O O V a. ■ zJ wV, f o� C - � ILS i � - z . RE4T ROOM aa - REST ROOM - F,,IL9T ROOM OFFICE � �Pn /i IIII U ♦ � � � ♦ — i� z ;n�. CLOSET E/ r COFFEEI I . O z t- II P II II � �� ( I WORK. ROOM v u-- \ WAREI-+OUgE UNDER STAIR STORAGE RECEPTIONIST ----- Z U) Cf) Q N -- w IJP W a � RECEPTION DON'S OFFICE OFFICE a 0w F -S•� j,:,i w . Q ,0 O / _� y F- 0 R E V 1 S 1 0 N S NO DL 9CRIPT10N DATE —Q- - RITEM 7/19/" DEMOLITION NOTES: FIRST FLOOR DEMOLITION PLAN NEW SAW CUT AS REQUIRED FOR NEW RE5TROOM3. 1 5CALE- 114"=1'O" i O DOWEL BACK CONCRETE POUR TO MINIMIZE TELEGRAPHING. PATCH AND REPAIR D.A� 1,1`GE TO EXISTING WALLS C C _ _ _ C u1ALL5 O BE DEMOLISHED NORTH CAUSED DURING WORK. i ALL DEMOLISHED ELECTRICAL OUTLETS TO BE REMOVED EXISTINCz WALLS TO REMAIN 0/ BACK. THROUGH ELECTRIC PANEL. EXTERIOR TRENCHING FOR EXTENDED OUTLETS TO BE PROPERLY BACKFILLED WITH SUB SURFACE GRADE WIRE f FOR FUTURE EASE IN LOCATION- i S H E E T T I T L 1ST FLOOH DEMO PLAN DRAWN BT CM-17D BY. ACALS _ _- M1 6/1/99 C~�E MWN DATABA.SI E L C'3-DMI wD1C NO • PERMIT SET 6-i -7%7 OF 10505 SW Tigard Str BUP 1999-00253 3 of 12 .LEGIBILITY STRIP �m Cs 2 3 4 5 6 7 6 9 10 11 12 13 14 .6 17 18 19 20 21 22 23 24 25 26 27 26 29 3;, 2 5 C D81 I I OI �100 oz NONIasT s F: •. •`�+kms -. 6Mwm^rrN*yM1MuY�'w�.MM5M'4+ftir/WgfSMwY�Y '1V'YHAI�•'•AMI�IIRM""'M1M�MM TMIR�'/'V Mtl9M.M!!IM•�MN�M+i1dh1PNn1� .. . .. 7 . .. .. n.•wr....wyw-.r.-. ....• ••. .- ... .......-..•. .-. .... .. ... � ...._ .......-.-.ten n . ...... ..n. -,..A,iw _-.. .�.., ,. ..i.. .. ..... ,., �. .. .. ��.M•�! •!.!rIN�iki!fi. I,W✓1II �I ryN.!fMahryn.wen!M1a1M•n •n � ....� n - .. ... ...... .... � -,..-y„ �.YM..w "'`S'"' t rl y� 1 _,n•. r u � f � z Cl1 p a ►�'4 E- r. o f� a amu) Ul C z C) ; u wm \�� \ zc W/H W �m \\ �n U �o \\ 5TORACSE HVAC V 1 F \ \ \\ U VN >1 \_ W a AN It o \ \ Q In ( 1 II I 1 tlIAREHOUSE ` II � y STOR DOWN j 5TOR_ OPEN OFFICE 5TOR - . U Er-^- BUILT- Q v IN OFFICEcf) 04 - DESK W cc OPEN TO F cr �--- O BELOW L) , t , Cn Cc a Qo ( � � O 0 U r- i H 1'; V 1 S 1 U N S NA. DESCRIPTION DATE - — U Rl�ON 7/1>!/taY SECOND FLOOR DEMOLITION PLAN = WALLS TO BE DEMOL_150ED NORT�4 Ex15TING WALLS TO REMAIN i I i S H F E T T I T 1, F 1 ' 2ND FLOOR 6 DEMO PLAN DRAWN BY CN1DCl0D0 BT: SCALE MT DATE A14� b/l/99 ~� DANIEL If10fOM DATAMn r�i � Gg-rJf`?1 a �l DRA ADfG NO A 2 PERMIT SET 6-7-99 cF 10505 SW Tigard Sir BUP 199900253 4 of 12 LEGIBILITY STRIP 2 3 a 5 6 7 8 9 l0 I 1 12 13 14 16 1'7 I�j 19 20 21 22 23 24 25 26 27 28 29 30 25 1 • z�4�L�1.J.IJ.LA.LA�A 11 of ll.l�l.�1 I. I ,s MpNI 0 tOZ �11�1111 �1�111J.1►1�1a..X11.11 ►1�.i.L1�111.11�1.�J�����I�Ill�lll� l�l�l.�l.�_11.��.111.11�.1�1�1�1.1��_l�l�l�l�lll�l►L�1.� ..1.1IIL�111�J_LLL►.1L �1.1J1.1-laI��1J111� �111L1il��.�l>llJ�l��oz CD .' vwr,.}�1n�....r..rr.rs.Www«..�.,.�r+"'.MTIRM�.r,+Rr+AMY1+MrFuMP �iMmM!,rw•u+eA.?rN�!+4•/e.+n rwT. ..1!M�kMA•wanw,*,.�M�FO MMM.•^'*^•►.r-•.-,..�..^�^+ms�m.+sr we+.Mw�+�.MwTrq,.et+hv.++ ePMn�r,'!!p�FM'>',w'nC4..MNwnnMIMIF�MRMn��VN4M1M�MR47'fib.. a!F'fMrrn M �. .- ., .., ....��. �,7iMM '1�F"M�Y�'MrMMMM !kM4'!h1A"M"}�kitMMa4+'+i..+fn.wN�M+�!4wn.,enM�fw *,.........,n�.,.,.,v�.w,r*.....,.,-�,,,.,.,_.•.r.n•»m�.w<.�.......,..a.,7.....,.�.., .r,.._„n .,_ ,,. <.. ,.TT., i ^nw.,.,..w�m.+�«!+�..... .. +,rr�w+�^+o�wr�.x.yr�.+.r.»w. wr.� +•.M1»wx;�.we,:}.. .m...,.rn+��,ww...r t« > 4 L) r \ z v � N 0 —--- — -- --^. E- NEW ADA TOILET ROOM C0►FIGl1RATION :) z I a NHU FLOOR MATfRIok. Q W ♦ O- � / \� ♦ � ---- — _ � to 0, 5 (g 14 /; - 4 REST ROOM I Q a ,I ' \ No urxbc 4Ill RENOV.iTED TO ADA COHPI.IANC.E. ♦ 2 — - OFFICE A - -�—Neu,FIxnW;". O x ' \ -� cl CARPET � PAINT 2(DI 8 U Qo '7 n 8 t 9V _ °NLY Q sV REST ROOM( 1 ♦ I I -- N / 1 ♦♦ I s m l ROOM / ---� r r - CIO - a m ♦ \ 203eA39 LLJ -_♦♦ 1 ENLARCzED Q w S . i i i / 'I/i/p �`Y1�`i(�v ' / v IIII ♦ ♦ �` \� COFFEE ►' � MEZZANINE LF °ra, 2 AOVE COW. ROOM ACCEWID E In )( 3 q WEe�INw nNeu UPPER 1� ujoRK n CAMINFT5 t- < rm $ -4 1 1 UPPI°Re l LO ER :� 0 3 ''' - cAelTe I Q CONE. / I f A9 ROOM j s Sim WAREHOUSE MMANINE SWI.r %/ I n ABOVE FFbT PitAJM SIT. 9TR1:rURA. C)RAwtw.5 / ♦ I ---- � BREAK AREA ♦ ♦ II 1 RECEPTIONIST - -- ♦ NO WORN 2OO8 V CARPET 4 PAINT NEW 8 ONLY r AD.A COMPREST LIANT TUILEt ROOMROOM 5 4 jl / 2m4 r r 1 ROOM uv New Flxn�s. + I EX15T. N r) < r 1 L V f 2 _81`ATq_ IooA co CV VCT a Nit— --- a �LI --� 1 Q 0) RECEPTION DON'$ OFFICE OFFICEa: NO W011WJ NO wopwl/ `i / AQEi PET PAINT PAINT ONLY / , ONLT F" � v w W v0 L0o FIRST FLOOR PLAN _ _f� 3� - } _ X_} f 23' r 1AX. ,n< 7 \ SCALE= 1/4"=1'O" -� '' - Q r�lOf�TN t-,-AX. \ LEGEND In I AREA \ NO WORK IN THIS AREA _R E V 1 S 1_ Q N S - ------ �16" _ MAX NO D99C R I P T 1 0 N DAR \\ EXISTING WALLS MVEMNEW PATITION to/w 3tt" MLRS7 B D Wl%" GYP. OTH SIDES , PLAN SHOWER SEAT ` TO UNDERSIDE OF CEILING. A9 SC.ALE V?" = I'-O" `, ►' I HR. WALL 3112" MTL, STUD W/fit," GYP. BOTH 51DE5 INSULATED TO UNDERSIDE OF STRUCTURE. \ PLUMBINO WALL , CONTROL \ A9 AREA \ KEY NOTES: OFFICE TO TO WARENCxJSE � ❑ I __—. - - \ 3'✓2" MIL. STUD W/�" &YP. BOTH SIDES, INSULATE OVER V)INSTAHOT OFFICE W/50UND INSULATION. EXTEND GYP. TO 12' NIGH (DE, — 1 f \ A' WAREHOUSE SIDE, 9' O" AT OFFICE SIDE. ` _- L—A 3 F� L J SINK - A.D.4. COMPLIANT. SEE DETAIL C-A4 181 �I ! j GENERAL NOTES: r -- S Ii_E E T T I T 1. E D15H4145LIER ELECTRICAL BELOW COUNTER. � ®ACK ELEVATION CONTROL WALLALL NEW INTERIORDOORS WITH CLOSERS TO PAVE 1ST FLOOR UA.D.A. COMPLIANT WATER CLOSET. SEE DETAIL A4 1 SERIES 'D' HARDWARE. ELEVATION I � 3 2 ALL NEW INTERIOR DOORS TO NAVE 'AL' 5ERIE5 HARDWARE PLAN / O GRAB F3AR5 - 5EE DETAIL A4 TO MATCH EXISTING FIN15NE5. c113ERGLA55 ONE-PIEGF_ HANDICAP ACGE531E3LE SLOWER. UNIT SUPPLIED WIT" 5TAINLE55 STEEL CURTAIN ROD, O 8 LOOP CARPET (LP-!) AT STAIR WITH PAD 4 CONT. RUBBER3 CONFIRM LIMITS OF NEW MATERIALS WITH OWNER, 3TAINLE55 51EEL CORNER GRAB BAR, PRES'hJREBALANCE MIXING VALVE W!T" CONGEALED CHECK 5TOP5, SKIRT - COLOR TO MATCH BASE (5-1). HEAVY DUTY NAND-HELD HEAD, C-,ROMF PLATE AND SLIDE BAR, SLIP f?E51' r'T FLOOR, FllCiWT OR LEFT NAND (A5 SPECIFIED) FOLE I MATRI ITE NAU(�4PrDE DRUY: � 9CAU 07 WT (ARMSTRONG EXCELON 051904 STERLING) W/4" COVE BASE MT- _ pI 114"T I'-0" (VPI 133 ALLOY). WHEELC"AIP- TRANSFER SEA I, FL-AMO TABLE S"/aINLE°38 STEEL STRAINER PLATT 4 RECE55ED 5OAF' DIS". DATE �1 t �! bni99 WAINSCOT: PL-! NEVAMAR - PHANTOM GRAY: MR-6-1'T ALL 5HOU1N STAIRWAYS ARE EXISTING AND ARE ti L � ISI J) DATABABR CODE COMPLIANT PER SECTION (1006 509). ADA SHOWER �� 7n, C-5-F1101 DRAwU1G N0. 9 A.D.A. COMPLIANT SHOWER UNIT, SEE DETAILeA3) • . - A3 NOTE PROVIDE TRANSITION STRIPS AT MATERIAL CHANGES MATCH RUBBER BASE. PERMIT SET 6-7-99 9 , OF 10505 SW Tigard Str. SUP 1999.00253 5 of 12 LEGIBILITY STRIP 0 2 3 a S 6 7 8 9 10 1 1 12 13 14 16 17 113 19 20 21 22 23 24 25 26 27 26 29 3 om�a �T r Z I I I OI I is NONI •� 108�l-���� ��•�.�1�.L�l�.�l�t1.�1.�-�L�1•�1.� 1�.1�.1.�1�W.11�l IaJ I��LIJJ�11J 1 IJ.LII I I I LLI I I I1111 LI l l��l I LI L! 1 1 1 1 1 1!L!I��L I,LI I�L�1�.L.i.�-1.1LLJ I l.I I J!III!I I I I I I I I I i I I I I I I I I I�I I I I I!III 1��I I I I!I l I I I I I I I i�I I��°� . R�" 7MAq!arMva,,.+m�:w-w,f�«• a.� +itr.rw..us+M�ANi10101 +NiwMw,�MAIYw!+rM�Hx�wa�.M•+..x+rtN,+nu�e+n..+.,n+.,v..,awn+�rw++!ens'xNe'Awt*�IM�nwvilrwwesw.re+ •k ,�.. :.»,-r.,...-.......n.r,.--»n ,..-.... ........... "Nrt"�„McM'!�""Rif"wNF/!!Y�'•••Y�Mge•;11!.'t..!NMPMNN�MM.�.�•.+...yR+r•.-.nn»yr,w.,«,w•.r. ..,,n+.n.. wa•+.rnw....+w.1M..vw'wne+n•...,-.»�F.�.+w.M. .�M�M!9•� _ _uwo-•^.,.^mMM•+••Nq•ww-..•.y,.•rww.v waw r�•M�T .e ,wn YM•.wM• M : " '� MMw. nwM..rrnM trM!„ .""+w+lyA;RrMIM11!Mf'�7�►� +++!•+ •n,!hwFMn,..,....w,..v�o......,, .... ....., w - +....+".»..,.-, r+ r...r-,, �w.w•Mi+•.n.n.. .n.....w�..••-In. ,..-,..........__-.�,......,,ti w,..... ,., ,r . »..-.. •.w,,.»-..,.�. , ...« r. .w«:.n.._•r.., ,.rw+..',.w,,....,..,..,.-.w.,�......,..wi+.««,.._. .UFT. r U a � o 0 ► 1 °'i © Z Z C• u O L 7 V � • i 1/: STORACzE Niel Nm Nm NOW NEW �.r P 502 STORsti�e STORACf STORAGE 5TC,RA� STORAGF-t !/ U u CL05E cABINETS CAelNk-T5 CAet 81N5 CA131NET5 CAo#&75 wm / \ _ J. u u �c OPEN OFFICE AREANO WORK \ '/\\ y S• SOP CARPET- LP-I TH15 ROOM W U Z TL a N► lot i MEZZANINE 5MJF _ ABOVE uAE. E � ROOM AC LZ5&BLE x O / \� 1'%X'1 WAJIEFIOLLSE . O � V7� Q. 0 1 § ✓i�r �UAREHOUSE / » OPEN OFFICE AREA LOAF'CARPET- LP-I 51ok — I DOWN a btOR Qfl OPEN OFFICE -- NO WOW T►115 ROOM !1 Z Vr J Cy) l BUILT- -- N / IN OFFICE �j/�j IN ORK p NO WTHIS Roc" �+i s A W Q 'a) OPEN TO Ea: 0 CHOW W O Iiii CL V) 'o Q v Q0 ----------- --- N O u OV Oi001�1AT'LLADM6 TO M 45 I�TT�1 0 AN 001"TIRAL T004("lo' TN1L7C IIR"19Mf1 p #= AND• tlD vTsc POWIYID I/LAAD b/A11.B[ NO 04 DOO1111"T'S i SECOND FLOOR PLAN r A CMY3,��'TNO! AND O xl OR AT A SWA�kbnW (t ClsiTelD QI T1! D 11401111 14 ATA OR AP O' O j APP. � DowswpT SCALE 1�4"=1'O" _j T1*aaaw v ne DOOR / LEGEND : -- / _ N H, V 1 9 1 0 N _S O ____ K0 D L 9 C R 1 P T 1 0 N DATC � n, NO WORK IN THIS ARLa Q 11A�011 T/1a/N \ -5TRIKE JAMB EXI5TING WALLS Www"ULM ON FJIAV \ NEW PARTITION - \ e14r- �li� 31,12" MTL. STUD WAS" :-fT-R- BOT" SIDEF) 5 \ ►' ... O AVAAO MOL!41, , RINIpFID PLC'-OR TO UNDERSIDE OF 5U5PENDE1) CEILING. A9 \\ I "R. WALL A��SMR SIGNIN5 AT STUD ND C D BOT" U'_INSULAtED TO UNDERSIDE OF STRUC / PLUMBING WALLQi_ i OFFICE TO WARE"OUSI' 31l'2" MTL. 5T1JD Wl%" GTP. BOTH 51DE5, INSULATE OVERe4_90, OFFICE W/SOUND IN56�.ATION. EXTEND GYP. TO 12' "I'R 4O„ 54" 44„ 4 I �}--r� AT WAREHOUSE SIDE 9 -O" AT OFFICE SIDE. MAX. �—JJ _ ' SHEET T1TLF + \ / F F, F F. Vill F F. NOTE: SEi= FINISH LEGEND° AND GENERAL SPECIFICATIONS ON A3. - - -- - - -- - i \ / EL — BEAT COVER — � A.DA f ADCE888 2 Nl D FLOOR \ / � URINAL \ WASTE �FTACLE PLAN \ -3 12" 42" 6..�---- 36" 1FLU 314 "ANDI_E ON ACCE551BuE DRAWN BY B M BT 8CAU 51>E MT I 1/4" I'-r L3 3 Imo" 77 _ — --- _ -_ f ` L MIC�AII A DATABASE -' A C?-FP7 WATER CLOSET GRAB BARS G�#AB BARB , DRAWING NO STANDARD _ �, AT 8DE WALL 301 AT BACK WALL 1116 A4 FIXTURE MOUNTING HEIGHTS PERMIT SET 6-7-99 of 3 SCALE: I/4".I'.!7" ^-� 10505 SW Tigard Str A.D.A. COMPLIANT INSTALLATION DIMEN510N5 S4-BALL APPLY SUP 1999-00253r+ sot 12 UNDER ALL CONDITIONS. LEGIBILITY STRIP c- 2 3 4 5 6 7 6 g 0 1 12 13 14 16 17 ig 19 20 21 22 23 24 25 26 27 28 29 31- b NONI A lOZ �I I I nl �l�l�i.11111,�11► 111111► 11 � j�llL�l�ll(�.l.I l t ��.l 1.f L1.�1.a 1�1.111�t'� 1a 111 1 1 ,i 08 25X CD -. wM w,..r...w. wtMrM+1rMnRtiwIAAOweM' MMY�w.MA+'pMM+ - w-n.wo..Mw•+MueMx vtlriMRa♦p+n+,x.uer.+'^,M �Mw..ewpy, MMfU`rnw*»+. .p.T.y ..,www.''...ti....w4r.n:nw..wnn...,..x.++rMr.ro+r.y .we.rT..Ma.r.»a+w:^.rr rw. .nyMitMy'MN'11kU.}rwie+..I+++K1NM1M.+aw. - - vr.+. rw«.aas+.aM"+.w +r..+'.....n.w.w.».+.«i«w+N+.. ,wwx. ..we.+r.+w.»..w.uiwyWyrw.�r.+tYMW.9:MWNiM •.. w".+rte p. ,. ,.: .. :. .+wM^paF�M'uANMIi.F+`m+ruF.St;LnM:vR.u?.�'»T!4!I,'�Ylc'y�R"�!�w"SYMIah.�lM�'rR'rsh'a!M!"-4;ywwK'M+hn"!elleM'�e'n.l'.w'�.T.'!T"'.x"*•!!+"r#ia" .M^.. _ ..:1'?r�... .. 1. . '.q.""' . ..... �M�I, ,may - ti _.x z s N 0 V 7 r O C � V 0. OR J 41' , RE 5T ROOM °a \ J NO WOW W o a o \ -- OFFICE 2?.i �c; NO WORK REST ROOM w u �n U F wC \ 301 1a m REST ROOM F2ml Ro �.� ENLARGED ) a� \ \ , COFFEE BAR U �rqq�� OO�i 0 u 01� BREAK ARE A 0 202 �'n °W i WORK ROOM E C CONF. _yu ROOM - - - — WAREHOUSE �- ae l s4a�� sib•— / RECEPTIONIST 12- --== / — No WORK 100 REST 204 ROOM �1 EXIST.%7 PAIR Lj NO WORK Z VJ P� co / — W � cr- 1,p a W Q U RECEPTION DON'$ OFFICE OFFICE No WOW NO WORK 1-- w ti cr) O Q O C� O Lo �-- UQ FIRST FLOOR POWER / SIGNAL PLAN SCALE 1/4"71'0" NORrN R E V I S 1 0 N S \\ LEGEND RIPTION DATEV DUPLEX RECEPTACLE AL D3 DEDICATED, 20A, DUPLEX RECEPTACLE 0 DATA OUTLET P14ONE OUTLET NOTES: / I. HVAC TO BE BIDDER DESIGNED 2. ELECTRICAL CIRCUITRY TO BE BIDDER DE516NED S Ii E. E T T I T 1, E i 1ST FLOOR POWER/SIGNAL .� PLAN DRAWN BY: CHR(7DtD BY WAIA - MT DI 1/4" - V-n" DATE pAINEI. IIG11Y DATA AM f•! C9-F'31 &RA17G. F1 IARf4�11 PERMIT SET C-7-99 OF 10505 SW Tigard Str BUP 199900253 1 of 12 -wI► cm LEGIBILITY STRIP O 1 2 3 4 5 6 78 5 10 I I 12 13 o•�. cm 14 16 17 18 19 2O 21 22 23 24 25 26 27 28 29 30 01 J b HONI o�OL OZ ..., l� ld�' I�J�Jall�1�11��1�111 LLL�1iJ l>J LJ�111�. 1�i I�I I i I I I I I 1 i 11111 f_ILI i I I L►I L1.11.11t L�ll�l l LI I I I I LI 11 111 LIJ I I i I�I I I i I I I I i I I I I I I 111 I I I i I I I I LI I I LI Lri.l t I-I I I I L I I I i I I I I Lid I I 1.1 111-I(I�IJ,�I�ILL��II-IIII�I�L111.1.1(�ll ,. - m 1�:^'. rf.^'HbM/!4.V1!wMMr »,. ..• .. .. .� ,. .,,,.., ... ..., ... .. , .....,. ... . ,. .., ., _ .., ,.. ..�.... M4•wn.......�w•w ,yMM•-.... .+.. ...' ' .. .. .. "aM,IFph�MM.... .. � MIS^-..wa.. ...,,...+I•. y.......y.r.. �—rw _..-.....-......,..,_ .....•+, .....,... f , 5 \ a. UE b u z 0 Z E- N U @ ul G C o . � U W Y1 O A W 5m2 570RACxE NM srORAc,E sNEW NbU T� STORRAC* STORAGE srOORRA(sf CLOSET CABINETS CAHINVS CABET INS CABINETS CABINETS W/N W rJ01 L m � \ OPEN OFFICE AREA HVAC X \ TW Ss ROOM cc a U �N �n e. �1 U I EjZANINE SNEL.F F o cD M-- __—AEkNT CONF. ROOM ACCESSIBLE �y W 0) P�4 MOM WAREWOLM ■ O � (� a �N y o C4o All,\� Gv 0 W o 0 WAREHOU5E OPEN OFFICE AREA --- _--- 5TOR DOWN srOR OPEN OFFICE NO WORK TWIS ROOM z cn cy) BUILT- IN OFFICE cd Q _.� DEQ NO WORK THIS ROOM W vdb --- U > U r OPEN TO cr O mow cr a cl) L Q Q0 In F- 00 U T— SECOND FLOOR POWER SIGNAL PLAN SCALE: 1/4"=I'O" 4- NCRTH R _F: v t —S I o N - s N0. DCBCRIPT10N DATE LEGEND ' Q =oNi-- 7/1s/o. db DUPLEX RECEPTACLE 0 DATA OUTLET v PI40NE OUTLET NOTES: I. HVAC TO BE BIDDER DE5IGNED 2. ELECTRICAL TO BE BIDDER DE5I6NED S H E E 'I' T I 'I' L E i . i i 2ND FLOOR POWER/SIGNAL PLAN DRAWN BY- CHECM BT 9CALE DI - I/4"=1 DATE 6/1/99 f5 LU DANIEL "MM DA P5 -v\ DMAQIC N0. 0011 PERMIT SET 6-7-99 OF A6 , 10505 SW Tigard Sir 8UP 1999-00253 801 12 i LEGIBILITY STRIP O 2 3 4 5 6 7 8 9 10 I I 2 13 o �m 14 16 117 18 119 27 21 22 23 24 2.5 2-1 27 28 29 30 ma. CD81 I I of t HONI Y 103 4 ��tl 't.��al>,.L!1.1.1�.�.1�.111�.1. I�L>.1t.li�i-Lt11111��a1.�.lili_1���.LiIIILIII�I�IiIII�III�lilili��I�I�I�III�I�llllli��lilil�l�l�l�lll�l���l�lil�lil�lililili�il�lllil�lllil�llli�ilil�lifil�ll!_IJ�.II�a.1.���lll.l.li i ilili�Oz .._... ... .. ..�r..,�„��e..y,,,,,�.,�,,,_ � �•.+YM?'¢q!llni+wpl,. . .. .. Mwrr�tiw..rw. w.►rr rr .. _.... .., ...,_ _, .. _. ...,_. .,... ..._. �. .... ... ... ..... .... _ w... yM..w;• „��.. .. '�"1"�?�" ernwyn.t�#ry..wgevw .www T.. wnww.*+^..w«...-•qr•ruel+r!�rw.n...n•...waw.�.....�.+.nw.,..w.. ..nwvV.t•n^eT....�..!wrM.�M�rrr.�' mrwr!S�K�'M'ti*. '�W"e•�....................-.....w.�MM...aeNw«....p+....+.+±�...a..+...+... -.w.r.-..�..«w...,. ...., ... .. ... .. ........ .. � .... ,,, ....-,. ...� .. .. _ ._. _.... .,,........... ....,._.... r AUL) a � Z N 0 CR CR & z 0 0 U V) t U REST ROOM REST ROOM NO ux)1w I w Lo OFFICE co NO u 'wl w 00 TT REST ROOM co 0 r 263 ENL AIRSEr) AC LA. A IF 4\ BAR cr c 'u F2001 M cv Fl-0�21 CONF, WORK ROOM ROOM 00 #n,) BREAK AREA WAREHOUSE RECEPTIONIST NO ulORK *w-v- E204:] EXIST. REST El STAIR Roo" Z U) c\l cf) EXIT ., wa: o < 0) RECEPTION DON'S OFFICE OFFICE NO WORK NO UXNW > F— 0 � cn . / _ - cl) cr CL to < C) Qo 1 FIRST FLOOR REFLECTED CEILING PLAN51 --- CALE: 114"fl'O" NORTH CLILING armcw. -4IOWIRE TO5UF%PORT R E V I S I-0 N S T-8A%t GRID AT 2 PLACE! LEGEND : AROUND LIOWFIXtURE AA NOE 8 C R I P T N DATE SHOWN WITH 3 TWISTS, . -io-! TIO 2 WIRES AT orv-O6;Tr CXPARNERS NO UJORK IN TW15 AREA LIGHT BAR 1141-L F'OLIR C10111INER.5 TO Be 2 X 4 RECF55ED FLUORE15CENT FIxl'URE 8CREUID INTO TWF 14SAR CEILING JI (3) TWE, 1-8 ENERGY EFFICIENT WITH ACRYLIC LENS -CEILING GRID SYSTEM METALLUX OR EQUAL 2 X A CEILING MOUNTED PLUORr5(--ENT FIXTURE (3) TUBE, T-8 ENERGY EFFICIENT WITH ACRYLIC LENS T IP I M�R�El D I�FF U�SE Rp TA I L METALLUX OR EQUAL 2 X 4 SAME A5 AF35TEAD0VEY BURN FLUORE-cF-NT FIXTURE EXIT LIGHT - CEILING MOUNTED, LOCATIONS 4PCr SHOWN 51JEMECT TO FIRE MAR5PALL NO. 2 GA- VFW. WIFRE HANGER G M. BD.CEILING SYSTEM. IN 71JRNIW-2 LEVEL CEILING GRID PRIOR TO Se-t-TING TUEW SHEET T ' 4' Mi.' '11ALL ELECT. CONDUIT 2 X 4 T-BAR AND ACOUSTICAL TILE (EMEND Tir 10 me TIGHT Tc CEILING 5Y5rEM. ARM5TRoNc, 1o5A F155LJFRED GRID 5 IECAX-AR TILE IN STANDARD SUSPENDED GRID. CLO. GR tIftW-TURr- ABOVE, 1ST FL JR THEN INSTALL BOLT TO SECURE ONE nq3E to OT"Enj DRILL 3/32* HOLI!! AND INSTALL REFLECTED &V'DOLT AND LOCKING NUT EXHAUST FAN- 14- THIN WALL. "C.T.CONDUIT W/SLOT *END TO PIT OVER CEILING CEILING RUNNER 412 CbA- OPLAr WIRE (4) IN PLAW oF FAC" MNW-R, GENERAL NOTES: PLAN VERTICAL ANGLE - 03 UVOREES. ALL WIRES 5ECLq;WD TO RUNNERS APF'Rox 2" FROM INTERBECTIOt-L DRAW14 BY: cErw"D BY: AIN FUNNIER MT IDI 114" - 1'-0" ROSS GENERAL CONTRACTOR TO PROVIDE FINALIZE-E) LIGHT FIXTURE CUT CEIiJNC BRACING SHEET FOR ARCHITECT'S APPROVAL PRIOR, To IN5TALLATION. DATE A14 199 CONTRACTOR TO FIELD VERIFY LIGHT FIXTURE LOCATION5DATAHM CEILING DINCIONTINUITY WITH ARCHITECT PRIOR TO IN5TALLA1,10N. DANIEL &M C=!F11 DM"G NO PERMIT SET 6-7-99 SOF A 10505 SW Tigard Str. SUP 1999-00253 901 12 .LEGIBILITY STRIP 0 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 0 mm f cm 16 17 16 19 20 1 22 23 24 25 26 27 2e 29 30 fl 01 9 HOW 708 ....... 1 01010111" �011011111111!" Itll w 1!0 IDIOM illmloml�ll'j�mwmmlko.W 121 J 1 j r v N0 N u cu) z u CL 14 'J ~ E^ Q U b' C� u EX18rING a ' � w w r� U o ��. d a1� a, Ld vi "°°A a u x - W x �� ar crm I � r Qm aR a � �N d1 CM m �► n _ u J 0 cm cm \ CY all i NO WORK TWIS ROOM U �--= zU) co NO WORK THIS Rd0 co W w ' \ E- U < > F— O W LU CU. --- ----- - a U� Cr' CoJ Lo \ QO ~ SECOND FLOOR REELECTED CEILING PLAN- 5GALE: 1/4"=1'O" LEGEND V\ HNORTH C� - E; V 1 5 ( U N S NO WORK IN TH19 AREA NO DRBCRIPTION DATE 1Q R>�011 7/1B/M 7 X 4 CEILING MOUNTED FLUORESCENT FIXTURE (3) TUBE, T-B t-NERCs' EFFICIENT WITH ACRYLIC LEN5 METALLUX OR EQUAL 2 X 4 5TEADY BURN FLUORESCENT FIXTURE 5AME A5 ABOVE EXIT LIGHT - CEILING MOUNTED, LOCATION ARE SHOWN 5UBXCT TO FIRE MAR5HALL 1 GYFl. BD-CEILING 5Y5TEM. GENERAL NOTES: CONTRACTOR TO FIELD VERIFY LIGHT FIXTURE LOCATIONS U11TH ARGHITEGT PRIOR TO IN5TALLATION. S H E E T T I T L F; 2ND FLOOR REF=LECTED R CEILING PLAN DRAT BY' CIMMI) BY: SCALIR MT DI 1/4" 2 1'-0' 6/1/99 DATAMn j 6R G W, PERMIT SET 6-7-99 OF A81 10505 SIN Tigard Sfr 13UP 599900253 10 o1 12 •a�w 1. M .... LEGIBILITY STF?IP U 1 2 3 4 5 6 7 8 9 10 0mm.1 cm 12 1.3 14 18 17 i8 19 20 21 22 23 24 2.5 26 27 26 29 3C Z1 I I OI NOMI o 10Z 4 4 � I J.',L11.111,1 1 ,1 11�LdJ1111��111t�11���1.�11Jt�l�JLI�JIJ<<I,11.1.►.L�L1��1.11�1�L�.LTJ.LI�J�La��.I�.I�llI�IIIIIII�I T IIllI�llI;lIllII. TSI;I�hI�!I!IllIII�11111IllI�IiI�II(II.IJ.L11.1.1.1,11.�>,I.1.1� �f"jjlt1� 1.1�J.�1 I Oz �. l .�.J1.�.�I.J�J.iI�J���11.1 X11. i •,M •� �A'laf'M.►'�w+IR�1rM»Mn++w'�++M!M?.�9Y�N61x�•1n.N+�,ew••«!xw-aM'aMl^+srYaw+�'tw•*M+r .. .. wy'wrMrrwrn.wryewa•MplrMaakpMFMllwa.IRAwr - IM•. �s M!M• av .. � RAMP-~"" Mwn+�+4R•!a+.r+R+My^..••��+•rt,.w.el..w• M•vn+rw+ � � ....0 w ,,.. «,�r w+.».,.. r. vrlan«+++w».w+,,r•wPwr!+n N+I+nnn+•+. ....+rwr.R :. ... ': Mw ""m -. rv+.a.r•.-....,y..,...:'r r_�........ x ..... ... ...: ......:. .... .. .. . m. ..... . .-..,.. .w. . i r.•-N.. wNh'" +r^•h�INw••rrvr.v.w nr w.M.+W1.M•'�•, .+}'�,.Mnr.'..�1[i1'N�. w,f.,..kyr.whM+MMw+i:•rMTww!Ya„Nr..•ss-pw YP!(:pM�•r._•. -. ,,. � �.� ,•:,�. Fr�.�MIMM ... � _. '. � -` � '. i.. -- .. f `"* - r "twMh4.?M'oh n'1+'+• i BRACE LACK TO 5TRUCtURE W/ 3112" MTL 5TUD5 2564. d 81-0" C.G. 3-08 5HT. MTL 5CREW5 OFF TO —r— TOP TRACK AND ROCf P •ACTURE ABOVE (4X MIN. MFME'Erl) / REFER TO 5TRUCTURAL. CALCULATION I6/4.6.1 I j ACO115TICAL. TILE CLG ASSEMBLY BRACE BACK TO STRUCTURE W/ 3k1" MTL 4TUD5 25 54. d 8'-0" O.G., 343 5HT MTL. 5CREW15 OFF TO TOP TRACK AND P--OOF STRUCTURE PLYWD. z N o — -�' ABOVE (4X MIN. MEMBER) - a U 4" - ---7 "IRROR / 3ks" SOUND ATTENUATION -� 0 BACKS ASN T_ / PL vF06 g. nF ( � BLANKET, 4'-0" wER I n o o -- ACOUSTIC TILE CEILIN:s i c SUSPENDE�� �j 1 8" 16 GA. J015TS a'� 16' O.C. w 5E�F 3 -G _ 3 -6 \� ASSEMBLY CEILING LOCATE JOISTS DIRECTLY Z s a® EDGE 1 I (� J 9 O� I OVER °STUDS ti SPACER BLOCK u \ r"r r G r. 4 b" FIELD VERIFY _T n -- AGOU5' ICAL CEILING TILE`-ACOUSTICAL INSULATION �� 'y -- ---- 31i2" METAL STUDS c� 24" 1" x '�i" SPACER L a 4 _ - PL-I k'e" TYPE WR" GYP. BID Q o� 0 gIDEGYP. BD. 1.45 INC" DIAM. - --- ----- Vis" GYP. BD. `- '`ct) FIXTURE WALLS OR AS a. OR WOOD STUD AI_tERNATF DRIVE II � PRESCRIBED BY CODE a� 16" G.G. 3%2" METAL STUDS d 24" O.C. , a c� t - - - - 31,?" F.G. INSUL-. a n wnINSGOT IMPERvIUl�9 9lJFtFA� F j OR WOOD STUD ALTERNATE. ^cl I SCHEDt1LED BASE Tl-P, - �i] MATER AL LIMITS PER CODE q I � (� w we T � SCHEDULED FINISH FLOOR _,`- -OUND INSULATION - --- 3!,2"x 25 GA. METAL STUDS F E 1.45 INCH DIAM, BASE AS SCHEMLED OR WOOD STUD ALTERNATE.1714 DRIVE PIN 0 16" O.C. 6" COVED Sv BA 5 6" COVED SV BASE TYP J -._- FINISH FLOOR AS SCHEDULED - - - --- - - -- I i U1 <cl c -j - - -- --- 5GHEDULED BASE 'S --�- �.1( 41' OFFICE TO MFG WHRS WA u -- - - �-- ---- - OFFICE PARTMON WALL LL WALL AT NEW TOILET ROOM /per FRONT ELEVATION SIDE VIEW � 1/2' _ ,_ 1 1/2'= 1'-o' REFER O STRUCTURAL DRAWINGS � �� - 1 0 OR DETAIL. � o a7 L,-)_�ESTROOM ELEVATION - RM. 20. - --- -- ---- - - -- -- �/ �� �`-� o F © PROVIDE 5E '7WER ROD $ CURTAIN. li ,I"TALLATION W11HIN TH15 TOILET ROOM TO BE ■ ■ � ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � i �/ 1�02A i A' A COMPLIANT, �' - ■ , -EQ, EQ. EQ. EQ. EQ. � � � w- 1 ; 1 _ _ �4) _ Q — _— 3 , i -m' S) t P LAM ON ALL ExPO4ED ■ -- ■ SURFACE5. TYP.`?- i �' / _� -� ■ a ■ I + (2) ADJ. SHELVES ' -- �—'_ ■ i , -- , Z co f ok Now (p -- REST 1 ■ ■ . � 3►�" WIRE PULL, tYP. ■ -- --1--- - DOUIN i' W �U PAM YP. '�' .�' OOI I ; I - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � �_ U ID 4ELF EDGE PL•I �' �` ■ , ■ 5''DRAWEF'5, TYP. KEY NOTES • �' ■ : ' F cr U _ (n 0 - - - ' LOCKERS N.I.C. \ I ■ , , c (I ADJ. SHELF , ■ 0. 4" P•LAM BASE ( 1 l FAINT 4 NEW Co" COVE BASE. �� , ; i ; co � ,R PL 3 Ci3 J PER Gc�DE.-LAM WAINSCOT, BACK Q SIDEg AS 5"OWN, \ I ■ UP 1 O ■ Lv_W ■ O L NEW RESTROOM: NEW AD.A. COMPLIANT LAv, WATER ( 5 1 ■ V •r''' CLOSET AND 5HOWER. (BIDDER DESIGN 5PECIFICATION.) 05 1 149 1 O NEW A.D.A. COMPLIANT COUNTER AND SINK ■ ■ 41 ■ ■ ■ ■ 0 ■ ■ ■ ■ ■ ■ m ■ ■ ■ ■l ■ I , WORKROOM ELEVA.7ION - RM. 202 . sl _ lip/ ■ ENLARGE�DR�E TROOM PLAN RM. 301 4 - EXISTINNGe q � ■ / I/2'=I'-m' DOOR ~ ■ C k E v [ s t o x s EQ. EQ. E_ Q. EQ. EQ. - NORTH , NO 0 1 8 C A I P T 1 0 N DATE ■ G LG. r P-LAM ON ALL EXP05ED 5URFACE5. TYP. PL-2 , ■ N - - - - - - X �� 3008 ■ t -- (2) ADJ. 5NELVE5 ! , «rl-- - -- 3►,-" WIRE FULL, TYP til /-- FTD. GYP. 2140, 112 ■ i 4" P-LAM - -- PTD. GYP. REMOVE EXISTING a' ■ Q e � `��-�3PLA°xJ - HON-COMPLIANT HAf`lC:,-:AIL S. ■ O - 0 REPLACE WITH A.D.A 9) Q I"� HANDRAIL - PL AM I COMPLIANT HANDR-^IL5. , d ■ - i ■ S H E F 'T T I T L E SELF EDCsE PL_i, 4" RUBBE METAL BRACKET -- - --- _-- 0 C. -- _ g K — 5" DRAUIERS, TYP. BADE Q ■ ■ t U ADJ. 5i+LF - -- I 1 I '9' ■ ■ B - tU ■ ■ " - ■ 4'-�' 1 DETAILS FINISH WALL ■ ■ � - ---- 4" P-LAM BASE / � � ~ Pa ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I r ■ ■ ■ o ■ ■ ■ ■ ■ ■ ■ ■ 1p 1 STAIR TOTALLY -� 0 ENCLOSED - �O / BELOW _ --____-- 2'-2' EQ. EQ Erl . / ENLARGED STAIR PLAN - RM. 40� DMt BY: a�D �: WXX _ _ �i ExI5TIN6 STAIR TO REMAIN. ALL TREADS ARE CLOSED. - -- - DNirfL w" r DATABASE BAR ELEVATION RM, 203 s , j CS DTL 3 (DPOFFI�� STAIR SECTION, ELEVATION - RM. 400 STAIR RAIL DETAIL �-�,_� - - t- �� °��°N I/4 xl -m 1 �0 NORTH 0' OF 1 PERMIT SET 6-7--99 10505 SW Tigard Sir BUP 1999-00257 11 of 12 LEGIBILITY `TPIP 2 4 5 6 7 8 9 C 1 3 _ 2 :4 �E 7 6 �� 2C, �� c�_ c.3 c4 r_'� 28 ! 1 0I HON 24100 M,,...�1 L♦J�l ,l1 ,l l�.�.i.lal�.l�1�X1.11�1i1�1a l�1 11111i[Ili 1 1[1.11.1�1�1[1.�.1>I� 11.�.1[1.�1.1��I>1�1[ �I IJ[I.iaall t1�W�l�ltltl. 02, / 0 -. . . . .., _w .. .r ... -.rs ., : . _,.. . AMrhIM�iY:ei"M+r^.'MY�IM4T AA•»M�AA�`M�IR1.�'M'!M!1"^µ!wµ" ., .w.w. r+...•,+^�w-e,y.�,,..^,�,,,yyJ".�.4_;n,.�,...,•...;war,.�.,,,,,... _ .,�.._. —.,n........,.. ..k.... ...,uR� . ..�µ aW.eww'^17MMN"!'pl!Mn� t' ,;�• 1, � tv T F,-OOR SHEATHING PER PLAN - EXISTING ROOF FRAMING FLOOR JOIST SIZE AT PLAN SIMPSON 'DTC CLIPS AT EACH R..FTER S,099 • Gy P. BOARD EAGt4 SIDE •• 2x4 GF 02 STUDS AT 16" D.C. -- 2x4 STUCS AT 16" O.C. _Cy r T •c 2i F.t. PLATE r+ITr► �--- FLOOR SHEATHING PER PLAN 4E:.-REQ =CR 4 DIA. AT 48" O.C. 406 q -s NE_ rocTZNG 8 G.G F-OOR JOIST SIZE AT PLAN --- k_ ISIQNS �! ► -- WEB STIFFENER AND JOIST - - HANGER PER JOIST MANUFACTURER j F al • • 1 1 2" LSL LEDGE Z / ♦ GSI WITH (II) 166 EACH STJD -- -CJT OUT EXISTING GYP, BOAriD AT LEDGER 1 1/2' LSL RIM E30ARD - WITH 160 TOENAILS TO t--- 2x6 STJDA S T 16 O.G. ' lip kALL PLATE AT 8" O.C. 51 ' I x�F. BOARC SHEATHING PER NOTE 3 - _ - 2xa DF 3;2 STUDS AT 16" O.G. - - �. GY PBOARC SHEATHING PER NOTE 3 � I � - ------------- FOOTING DETAIL FRAMING DETAIL FRAMING DETAIL MEZZ-A I' I'-© �' MEZZ-B 0--- 16d I / SI LEWD & • ErZST:NG STDG wA" STJGS AT 'b' O.C. +-SEE SI FOR MORE INFOR ATION 1 +--- NEW 2x4 STUDS AT EXISTING s s-t.s 4_4 4r s i .--t_c.: f I ----� _ NOTCHED STAIR � VAN V L E ET STRINGER WITH ?GIST -COR JOIST - I. 3) 16a AT EACH i-I -- -----. - --- 55-'' _ ---- - ---- , PER PLAN PER PLAN JOIST 2x P.t. PLATE WITH 0.14 C O N S IJ LT I N G ,•�+-�, �CRS _ DRIVEN FASTENERS AT ENL- LJ - <\ S'RINGER STASEE SO 12' O.G. 11vEXISTING FLr'OR SLAB 18660 sw boones fern road 2s8 LEDGERWITH (2) 160 FOR MORE INFORTZOh tualatin, Oregon 97062 A .:T EACH STUD (503) 885.8605 phone (503) 885.1206 fax SIMPSON, STRAP MW rL./►N `". - �----�-or ---- ----� � FOUNDATION PLAN HE"DER PER PLAN FRAMING DETAIL FRAMIINk.2 DETAIL FRAMING DETAIL MEZZ-G 1 c 'ukA �.N' f•'ti REINFORCING ----------- _.____ _-. -- -- 1hr•,r 1 , 'r4 set ininimum standards for construction. The Crowings govern over these 1. All reinforcing steel to ce ASTM 4615, Grade 6C except ties and stirrups to be Grade 51 ,,,,til 10)va-rent shown Coordinate these drawings with architectural specifications 40. SEE FOR MORE INFORMATION .trld r ewe, h •an vleet Inc. Engineers (LVI) of any discrepancies prior to 2. Fabricate and install all reinforcing steel according to the "Manual of Standard Practice A"'M for Detailing Reinfo'cing Concrete Structures" ACI Standard 315. Zx4 AT 16" O.G. '' •• i,00 lnryr, hq`r been prepared soler use se in constru•: poured in place tion of the project 3, Provide 2'-0" r. 2'-0" corner bars to match horizontal reinforcement in r 1'• +Jr(1, Ilk Possession of these drawings Anes riot grant license to walls and foot n;• at all corners and intersections. •� Y -16el A " T 8 O.G. • fal • i'e the whole or parts of this project in other locations. 4, Splices in reinforcement shall be lopped 30 diameters or 2'-0" minimum and shall be !r,l + ,hall verify all dime•,sions and conditions on drawings and in field, strggered at leas, 4'-0" at alternate bars. It of openings through floors, roofs, and walls with architectural,, L =LOOK SHEe.THING AT EDGE E NAIL LS NG r IEADER TO BLOCK:NG SIMPSON "GSl6" ACROSS i t ,•,q and electrical drawings Notify engineer of any discrepancies. WOOD FRAMING I shall be responsible for providing all temporary support prior to I _ /'till 2EitiEieg, STRAP AND BLOCK 32" MIN. ' '�,r vertical Ana latero) load site systems, oa hos not been retained to 1. All lumber - be species and minimum grades as follows (unless otherwise noted16� 1 / F/•CN SIDE -NAIL EACH HOLE �Sll prrtnimny to job site safety p►er:niti0ns, or to review means,P 9nless we in drawin s. y WITN 10d NAILSse apices, ar roCedires for / r tr'tu1nrdgand Loin a gated to do otherwise, ourworkis limited to the a. Joists G� r ;,g and stringers--- ---Douglas Fir #1 ! f--- JOIST --- •----- ----------- ---- -- ''• lesrrlbed on t+ur drawin s b. Rucks, bice" n bridging & mise.-------------Doug, Fir or Hem Fir J ---�� PER FLAN r,' r• c• rr'r••r•'1ce made to ACI, AISC, ASTM, or other vtandards or codes, the latest C. 2 x 4 Vids------------------------------Doo Fir 'STUD" or STD' ' all aE I,ly. d. 2 x 6 stids and larger------------ Douglas Fir #2 r-- ,ie,tion and or job supervision is not provided by LV' e. Sills, ledgers, plates, etc. in Contact w/ concrete--P.T. Douglas Fir M2 � ------- // ----- -- r 51 an wank shah t+e .n strlrt compliance with the .test edition of the Uniform Building f, Posts------------------ ------------Deuglo, Fir p1 i rE) 2x12 STRINGERS •. I I , 11r (LOC) and all other Slate and lata) codes WnICh apply. 1 _- 2. Flcpr sheat ging to be APA rated sheathing, Exposure 1, conforming to APA WITH 2x TREADS ' H )esign Criteria. performonL a standard PS 1-83 and to ICE'0 NER-108. See drawings for required rl,,,,r ,.I+e Lnad---- - - • - --�-- ----------- 50+20 psi (office), 125 psi (storage) TJZ BLOCKING AT PANEL AND RISERS 3 A , .f odd----- - - - -- ------------------ UBC 80 mph exposure B 9tr roof and floor sheathing with long EDGES 48" O.G. D D 9 thickness of sheathing and/or span noting. Install - Zone 3 dimension Use spacer tool ensure 1 stagger end and joints (unless noted otherwise on +�� i yam_-.• _ _ _ ______ _ __ perpendicular pearls and sfa ere a SI ' r p / d edge joi its, including tongue and --- 11;'2" LSL RIM BOARD PER S1 3 I A r q �.• •• r•. hani�al egulpmert piping,-ductwork etc. which applies a load of 150 pounds ar m, ni be hung from n system approved by LVI. groove joints Block roof or floor sheathing where noted on drawings, 3. Framing hardware to be Simpson or prior approved equal. Fill all nail 1 •les unless 11 IF WORM noted otherwise in drawings or manufacturer's I'terature Use largest nail size SI indicated it manufacturer's literature. 9 ' 1 Remove all organic matetidl, topsoil and any fill from under building and slab areas. / J �y EXISTING 4. All Colt heads and nuts bearing on wood to be provided vith a washer. ,4 2 An fin material ,ender building to be "structural fill". Structural fill to consist of T f6 ( + FRAMING ..r�-- f�- compactrd granular material ar approved conditioned site material. Place all fill in lifts 5• All arr !o be per UBC Table 23-I-0. Obtain engineer's prior approval for all D , FLOOR riot to eviceed 8" and compact to 93% Standard AASHTO T- 180 under footings and Proprietor, ng or stapling systems. 4 / slabs 6. Cutting ,,nd notching of joists is not permitted without engineer's prior approval. One �- / 3 Base material directly below slab t0 by 6" thick (minimum) layer of 1 1/2" minus inch diameter holes may be drilled in the center 1/3 of the member depth, but all other compacted crushed rock. holes to be approved prior to drilling. 7. Studs -a be notched in tree lower 1 5 of the het ht of stud for electric conduit and / / i In 4 ,pp architect,,ral specifications for additional information. y / g FRAMING DETAIL x plumbing pees, but no part of the notch is to be greater than 1/4 of stud depth. Holes /% I tV FOUNDATIONS with diameters up to 1/3 of stud depth may be drilled in stud. ' MF_ZZ-F I" // ' 1 esign sod b=aring pressure equals 1500 psi live plus dead load (assumed) L-- ---- - -4ENGINEEREC. WOOD JOISTS 3 ? All footings to bear on firm, undisturbed native soils or structural fill a minimum of 251 I 51 / 4 I8" below finish exterior grade Notify en;riper before proceeding if any unusual 1. All oists 'nus specified shall be T,II series wood chord wood web I joists or open web O conditions are encountered in footing excavations. � P / 1 P T/6 � 51 (�/f 3 Do not excavate closer than 2:1 slope below footing excavations. wood Chord r'tal web joists as designed and mnnufactured by Trus Joist MarMillan O Clc�r ?0J✓ ,•-s�/- 4 all footing excavations of louse «rater al by hand. Remove all wet, soft soil from Corporation M) or an equivalent joist from a prior approved joist manufacturer. �'�S i footing e1cr.,ations prior to placng concrete The joists shall be designed for the following load requirements: 5 Excavations irl me made under footings for pipes. Backfill to be "structural fill" as (2)2x8 defined shave Floor Joists CONCRE 'E b.20 pso load (office) Curr t tion load 1 A,eroyp concrete strength to be as indicated below and determined by job cost lob c 15 ps► dead load L cured ci,Cnder (it 2.A days plus increase depending on plant's standard deviation as specified .n Ai=l ,1+eProvip• inn designs to engineer for rp�iew prior to placing any 2. Altowab a increase in wood member stresses due to duration of loading shall be*45 l►1 concrete C,rAR,_v LABEL ALL III DESIGNS AS TO PROPOSED AREA maximum +or snow load only (roof). OF USE - to label all mit designs with an identification number Mix 3. All brill ^q• bearing clips, blocking, hangers, etc. that connect to the joists shall be per --__- _ _ __�5=il' momber should he referenced .n oil subsequent concrete test reports TJM standards (Y 2 Min-trim m,. requirements 4• Joist erector shall exercise the utmost care during the erection of joists to prevent the / �) LnCatlon �ampressive Slump Minimum Admixtures Joists fr;m buckling laterally. Stockpile, lift and laterally, brace the joists as directed on TJM's erect cn drawings and design manual. Remove any damaged joist from the strength (a) cement jobsite. Cc not attempt to reinforce any damaged joist except as approved in writing / (Y n (psi) content by engineer and by TJM. 1 5. A representative of the joist manufacturer shall inspect all oists after erection is ` ►) Footings 10010 0-5" 5 none complete and sheathing, bridging, blocking, etc. have been installed. Inspector shall �J t submit a report to the engineer stating that the inspection was made and that joist 19 Slabs on grade 1500 2-4" 5 1/2 WRA b (interior ( ) Conditlor, and installation are acceptablh and conform to the manufacturer's � interior) requiremer,s r(I'%iiiiiii SECOND FLOOR FRAMING PLAN � Mi^cellaneous .5000 0-5" 5 none S 1 SPECIAL W��t'cCTI0N5 -- i a Slump exr"dinq spec^fied limit shall not be placed except with written `�� PROJECT N0 In 4 approval at engineer the foie+. special inspections are required and shall be performed by an independent b WRA- Water -educing Admixture testingtest NOTES:as ..cy. The testing agency shoo provide copies of an ,es. reports to the project 1.) FL(''OR SHEATHING TO BE 3/4" T I� G CDX PLYWOOC HEET NO c AE's An Entrai�ment engineer •� •; timely manner. d PT20-Pozzotec 20 Provide Pozzotec 20 or prior approved accelerator in all 1. Spec,: nspection required during the taking of test specimens one, placing of all 48/24 MIN INDEX, NAIL WITH 10d AT 6" O.C. ALL concrete placed below 40 degrees reinforced concrete except slabs on rade or concrete with specified f'c no greater than a 9 P 9 PANEL EDGES AND 10d AT 12" O.G. IN FIELC. SLUE 3 Use TyT,e cement, per ASTM C-15C inless otherwise appro+ed. 2500 psi Test reports shah identify all concrete tested by mix design number (in AT ALL SUPPORTS WITH 3/8" DIA, BE.4D or: reference e approved mix desi ns and identify type offooting, ) CONSTRJCTION ADHESIVE 4 Aggregate to be per ASTM C-33 ! pp designs) y YP pour (slab, etc. and 5 Water Reducing Agent (WRA) shall be Po'vf+eed at % oz. Per 100 1 cement. Comply location pour in relation to building grids. 2.) CONTRACTOR TO VERIFY SIZE OF EXISTING DOOR HEADERS r with ASTM C-494 2. Spec a inspection required of all concrete reinforcement prior to concrete placement 3•) ALL BEARING WALLS t0 BE SHEATHED WITH 5!8" GYP• S I except to slob E geode reinforcement EACH SIDE, UNBLOCKED, NAILED WITH 6d COOLER OR 10505 SW Tigard Stir r v 6 Air Entrainment (AE) shall comply with ASTM C-260. Proofie 3-5 'C when specified. exceptVE, .cDgTFD rade r u Accelerators Pozzutec 20 for all concrete. Dosage to be determined by contractor WA'-LBOARD NAILS AT 1" O.C. ALL SUP►-ORTS 5051999-00253WTid 12 of 12 C IEGIBILITV STRIP 0 1 2 3 4 56 7 8 9 10 I I 12 13 Omm■i tin 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3� 21 l l OI J HON1 o410Z � b 111 t t�1�11.1�11. 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