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9009 SW HALL BLVD-14 t - • , WA, INGTON ' � . " L- EC I.rw i • -- -.-�'_`- - _�.-- r iy a , ' TIGAR , OREGON t The 1 _ Callison { Partnership • y Architecture I Programming 4 Planning Interior Design 0 . _ 1423 Third Avenue Suite 300 Seattle,Washington ' I 98101 (206)•623-4646 Ir i/ i L 0 ~�.� w 5 yr' 1 II 'J I . i REVERE- NCE SYMBOLS -GENERAL NOTES VICINITY MAP i WASHINGTON roIRCLE aA ---- - 1. DIMENSIONSr DIMENSIONS ON PLANS ARE TO FINISH FACE OR.CENTER LINE OF 9, FINISHES, IN FINISHED INTERIOR AREAS THERE SHALL BE Nu EXPOSED PIPE. - COLUMNS iNLESS NOTED OTHERWISE. CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED uL)L.UMN GRID LINE I OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION ON ODOR I [NCHE`ND CASEACEOF OPENING' DJACENL 40UI LOCATION OR NTDDIMENSIONS ARE TO,BE SIX (6) 64AWINGS OR UNLESS APPROVED BY ARCHITECT, ' b ROOM NAM,.c ROOM REFERENCE 20Z 1 VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OF ANY OFFSET STUDS WHERE REQUIRED, SO THAT FINISH WALL SURfACL WILL BE FLUSH, DISCREPANCIES. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. DOOR REFERENCE B REFERENCE DOOR SCHEDULE CEILING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST LATERAL MOVEMENT s0 2. COORS, ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE UBC, 195%EDITION TADLE 23-J. URD"INANCES, IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS --DETAIL NUMRER (OR LETTER) OF INSTALLATION OR THE MATERIALS SPECIFIED DONOT EQUAL OR EXCEED THE ALL WOOD BLOCKING SHALL BE EIRE TREATFO, v DETAIL REFERENCEG REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL �, - -DRAWING NUMBER GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS, 10. FIRE PPOIECTIONi BUILDING IS TO BE FULLY SPRINKLERED THROUGHOUT. Sit e- r 1 O A TIGARD, 3. 00 NOT SCALE DRAWINGS, THE CONTRACTORS SHALLUSE DIMENSIONS SHOWN ON I Q` THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE ARCHITECT 1F SPRINKLER SYSTEM IS TO BE APPROVED BY THE CITY OF TIGARD - - -SECTION DESIGNATION (NUMBER) FIRE DE ARTMENT PRIOR TO INSTALLATION. H� Q WALL SECTION ANY DISCREPANCIES ARE FOUND, ° � • / OREGON --DRAWING NUMBER 4. AHBRE'JIAT.ONS, THROUGHOUT THE PLAN ARE ABBREVIATIONS WHICH ARE IN FIRE PROTECTION CONTRACTOR IS REQUIRED TO RUNALL MAIN DRAIN LINES C-OMMONTJSE.�THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE ANO/OR INSPECTOR [EST LINES OUT BEYOND THE BUILDING LINE OR TO THE FACE OF ._.� \, h'j• r COMPLETE 01 REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON CURB, THERE SHALL BE NO DRAINAGE OF WATER ACROSS SIDEWALK OR ANY OTHER I 8 BUILDING SECTION '- -- - SECTION DEfi1GNA1ION 1LLfTCR1 THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION, CONCRETEAREA AROUND THE PERIMETER OF THE BUILD[NO. ` - DRAWING NUMBER 5, THE DRAWINGS AND,SPECIF!�AILONS, FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS FLrCTCi1LAl. M CHAAT%AC 4' -UMBING DRAWINGS REQUIRED TO MEET CITY OF TIGARD REGULATIONS, i Q ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPOW 5IdIIITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE PROVIDE FIRE I)AMPERS AND ACCESS PANELS FOR D',ICTS AND A/C FIXTURES WHEN THE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL PASSING THROUGH A FIRE RATED ENCLOSURE. REFERENCE OR DATUM AND THE CONSULTING ENGINEER(S) DRAWINGS SHN L BE BROUGHT TO THE �& Vicinity M a p - ARCHITFCT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY Pr,OVIDE FIRE DAMPERS AT ALL SUPPLY AIR AND FETURN AIR OUTLETS OR INLETS WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES.AND SURFACES AND AST H E CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSEAND AT NO EXPENSE TO REQUIRED BY THE FIRE DEPARTMENT CODE. Noun (WASHINGTON COUNTY. 0ABQONI THRFE DIGIT NUMBER, REFERENCE THE OWNER OR ARCHITECT. C A L L I S O N I , 1 V A T I ON REFERENCE10 ELEVATION DRAWINGS 6, COORDINATION, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 11, WEATHERPROOFING, ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING PARTNERSHIP - AND COORDINATION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE OF EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCHA MANNER AS TO MAKE THEM DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION OF STRUCTURAL WEATHERPROOF, ARCHITECTURE MEMBERS AND OPENINGS FOR MECHANICAL, E!_ECTRIr•L, STPIRS, ELEVATORS AND PROGRAMMING MISCELLANEOUS EQUIPMENT. THE JUNCTION OF THE ROOF AND VERTICAL SURFACESSHALL BE FLASHED AND PLANNING REVISION REFERENCE SEE TITLE BLOCK FOR COUNTERFLASHED IN A MANNER TO MAKE THEM WEATHERPROOF. INTERIOR DESIGN REVISION. ONLY MOST CONTRACfURS SHALT. VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FO; 12. THE SPECIFICATIONS ARE A PART OF THIS CONTRACT. RECENT REVISION SHOWN CLOUDED MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR AS WELL AS SHOP r DRAWIVGS :PPROVED BY ARCHITECT, BEFORE PROCEEDING WITH THE WORK. 13. TENANT IMPROVEMENTS SHALL BE CONDUCTED UNDER SEPERATE PERMIT. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL NORTH REFERENCF EOUIPMENI rADS AND OASES AS WELL AS POWER AND WATER OR BRAIN w INSTALLATION F,.II EGIIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. 7. EXITS+ ALL EMI DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. T I ALL EXIT SIGNS SHALL HAVE LETTERS 6 (SIX) INCHES HIGH MINIMUM. AND 1422 3RD AVENUE nE 1 A I L NUMBER SEQUENCE [J F �� I L_ M A T E R I A L S SHALL CONFORM WITH APPLICABLE CODES. REFER TOTENANT IMPRJVEMENT IIRAWINGS FOR EXIT SIGN LOCATIONS, SUITE 300SEATTLE WASHINC TON r -- - 8. GLAZINGr THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO 98101 1 2 3 4 b f; FEDERAL GLAZING STANDARDS AND GLAZING SUBCONTRACTOR SHALL BE t 206)623-4646 ® RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING EARTH QUARRY OR CERAMIC TILE WOOD BLOCKING CONTINUOUS ® BATT INSULATION SUBCONTRACTOR FINDS ANYTHING IN THF DOCUMENTS NOT IN COMPLIANCE WITH 1H C A,LJ,nN PAR INf WfI IP. 7 8 9 10 11 12 _ THE STANDARD, HE SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE i GRAVEL i;)!:'3I PLASTER ® WOOD BLOCKING SHIM RIGID INSULATION ARCHITECT BEFORE PROCEEDING. NO CLAIMS FOR EXTRAS FOR COMPLYING WITH MCDNSULTANTs THE STANDARD WIll BE ENTERTAINED. 13 14 15 16 17 18 _n.J CONCRETE. GYPSUM WAIL BOARD WOOD FINISH [i] METAL 19 201 21 22 23 24 � CONCRETE BLOCK METAL Sw PLYWOOD ACOUSTICAL TILE ABBREVIATIONS BUIEDING CLASS IFICATIONS PROJECT TEAM ANGLE DN. DOWN JAN. JANITOR R. RISER AT DP. DAMPPROOF,VG JST. JOIST R.A. RETURN AIR CENIERLINL_ DPR. DISPENSER JT. JOINT RAD. RADIUS rArAR�� COMPANY L CHANNEL DR. DOOR R.B. RESILIENT BASE I. APPLICABLE CODES OWNER THE PENNY DS. DOWNSPOUT R, T. RESILIENT TILE ONE- _L ?�E..�c�/JE GE�J"'E12 ar3yp PERPENDICULAR D. T. DRAIN TILE R D. ROOF DRAIN a. Uniform B,jilding Code-1985 with State of Oregon Amen6ments t PLATE DWG. DRAWING KIT. K I TCHEN b. Uniform F lumbing Code-1985 # POUND OR NUMBER DWR, DRAWER KO. KNOCKOUT REF. REFERENCE C. Uniform Mechanical Code-1985 -+-�rJE� �` �� , q�/•Z'•�' REFL. REFLECTED d. Uniform Fire Code-1985 Co4Cv • 3212 0, ROUAREOUND KPL. KICKPLATE REFR. REFRIGF=i(TOR e, National Electrical Code-1984 ARCH I TECT THE CALLISON PARTNERSHIP, LTD. E. EAST REG. REGIST I f. Barrier Froe Facilities Code: ANSI Al 17.1-1980 1423 THIRD AVE. LAM. LAMINATE(D ) REINF. REINF; G SEATTLE, WASHINGTON 98101 EA. EACH � 2. SEISMIC ZONE: 2 E. JT. EXPANSION JOINT LAV. LAVATORY REO. REQUIk, 623.4646 A.B. ANCHOR BOLT FL. ELEVATION L.H. LEFT HAND REV. REVISION 3. OCCUPANCY: B-2 LENGTH, LONG R.H. RIGHT HAND ■liEVlslo A/C AIR CONDITIONING ELEC. ELECTRIC(AL) L• RM. ROOM 4. CONSTRUCTION: V-N (FULLY SPRINKLERED) ACOUS. ACOUSTICAL ELEV. ELEVATOR L.L. LIVE LOAD AC. T. ACOUSTIC TILE ENCL. ENCLOSE(URE) LT. LIGHT R.O. ROUGH OPENING LTL. LINTEL R.O.W. RIGHT OF WAY 5. FLOOR AREAS: �I MAL_ 1�J0• DATE ITEM AREA DRAIN EQ. EQUAL GENERAL C O N I R r1�- T O R LEASE CRUTCHER CONSTRUCTION CO. ADD. ADDENDUM EQUIP. EQUIPMENT LVR. LOUVER4330 148TH N.E. ADJ. ADJACENT ESC. ESCALATOR S. SOUTH AD JUS. ADJUSTABLE EST. ESTIMATE S.C. SOLID CORF AFF ABOVE FINISH FLOOR EXCAV. EXCAVATE MAS„ MASONRY SCH. SCHEDULE ------------------------------------------------------ 455-0400 WASHINGTON 98052 AGOR. AGGREGATE EXH. EXHAUST ALT. ALTERNATE EXIST. EXISTING M.C. MAXIMUM S.D. STORM TRAIN STRUCTURAL E N G � N E E ANDERSEN, BJORNSTAD, KANE, JACOBS, INC.M.C. MEDICINE CABINET SEAL. SEALANT AL. , ALUM. ALUMINUM EXP. EXPANSION MECH. MECHANIC(AL) SECT. SECTION Lamonts ANODIZED MED. MEDIUM SH. SHELF Lower Floor: 18,250 s.f. CZZ. WEPT HARRISON EXT. EXTERIOR Main Floor: IB 000 S.f. SEATTLE. WASHINGTON 98119 -EMB. MEMBRANE SHT. SHEET 285-1185 _ APPROX. APPROXIMATE -------------------------------------•-------------- _. _ ._ ARCH. ARCHITECT F.O. I.C. FURNISHED BY OWNER ME i,. METAL SHTG. SHEATHING Tc to l: 38,250 s.f. 00 ASB. ASBESTOS INSTALLED BY CONTRACTOR MEZZ. MEZZANINE SIM. SIMILAR MANUFACTURE(R) SPEC. SPECIFICATION Sho?s: 27,472 s.f. - - ASPH. ASPHALT F.D. FLOOR DRAIN MFM .R. MANHOLE SO. SQUARE BD. BOARD FDN. FOUNDATION MIN. MINIMUM S.S. SERVICE SINK Project Total: - BD. FE FIRE EXTINGUISHER MISC. STAINLESS STEEL 10 -1202. P BETWEEN FEC TIRE EXTINGUISHER CABINET MIT. MISCELLANEOUS S.STL. STANDARD 6. FIRE RESISTIVE REQUIREMENTS r BLDG. BUILDING F.F. FACTORY FINISH MOUNTED STD. 13L K. BLOCK FIN. MT'L. MATERIAL STL. FINISH(ED) STEEL a, stair and Shaft enclosures: I hr. � BLKG. BLOCKING FLR. l MULL. MULLION STOR. STORAGE t- FL003 b. Elevator Machine Roams: I hr. BM. BEAM FLASH. FLASHING STR. , STRUCT. STRUCTURAL C. Electrical Rourns: I hr. B.M. HLNCH MARK FLUOR. FLUORESCENT SUSP. SUSPENDED d. Exit Corridors: I hr. m BOT. BOTTOM F.O.S. FACE OF STUDS N. NORTH cn BRG. BEARING F.O.C. FACE OF CONCRETE N. .C. NOT IN CONTRACT - BRZ. BRONZE F.O.F. FACE OF FINISH NO. NUMBER T. TREAD ■APPROVALS BSMT. BASEMENT F.O.M. FACE OF MASONRY NOM. NOMINAL T.B. TOWEL BAR T.C. TERRA COTTA B.U. BUILT UP FP. FIREPROOF N.T.S. NOT TO SCALE TEL. TELEPHONE Cr FT. FOOT, FEET TEMP. TEMPERED W TIN FTG. FOOTING a. _ CAB. CABINET FURR. FURRED, FURRING O•A• OVERALL TEX. TERRAllO PROJECT ARCHITECT C.A.B. CEMENT ASBESTOS BOARD FUT. FUTURE O.C. ON CENTER TRX. TEXTURE(0) Z C.B. CATCH BASIN O.D. OUTSIDE DIAMETER T.&G. TONGUE AND GROOVE O CEM. CEMENT O.F.R.D. OVERFLOW ROOF DRAIN THK. THICKNESS) DRAWN F- CER. CERAMIC GA. GAUGE OH. OVERHEAD THRESH, THRESHOLD <C O - - - C.G. CORNER GUARD GALV, GALVANIZED OPP.H. OPPOSITE HAND T, JT. TOOLED JOINT z CHECKED CHAMF. CHAMFER G.B. GRAB BAR OPNG. OPENING TKBD. 1ACKBOARD C. I . CAST IRON GEN. GENERAL OPP. OPPOSITE T.O. S. TOP OF SLAB _ C. I . P. CAST- IN-PLACE(CONCRETE ) GL. GLASS, GLAZING T.P.H. TOILET PAPER HOLDER nPPROVED TELEVISION - - -- --- - -- - �k CIRC. CIRCLE GND. GROUND TYP TYPICAL --- -- - - - T - - ---- - - t ,` :'�,,•�� C. JT. CONTROL JOINT GR. GRADE, GRADING PASS. PASSENGER I NDEX 0 DRAW I NGS I LEGAL DESCRIPTION CLG. CEILING G.W.B. GYPSUM WALL BOARD P.B. PANIC BAR UNFIN. UNFINISHED CLEAR(ANCEI GYP. GYPSUM P.BD. PARTICLE BOARD oC r' CL.R. - C.M.U. CONCRETE MASONRY UNIT G.F,R.C. FIBERGLASS REINFORCED PERF. PERFORATE(D) LINO UNLESS NOTED Parcell CNTR COUNTER CO OrIt PERI . PERIMETER OTHERWISE ARCHITECTURAL c! a C.O. CLEAN OUT PL. PLATE Description of a tract of land situated in the S.W. 1/4 Section 26,COL, COLUMN P.L. PROPERTY LINE COVER SHEET Township I South, Range I 'Nest, Willamette Meridian, Washington County, T c Oregon being a portion of that certain tract of land described in Book 909 CONE. CONCRETE H.B. HOSE BIBB P. LAM. PLASTIC LAMINATE A-o INFORMATION ,,HEFT CONN. CONNECTION H.C. HOLLOW CORE PEAS. PLASTER VAR. VARNISH 2 CIVIL SITE PLAN (FOR RE=FERENCE ONLY) Page 727, Recorded March 16, 1973 and a portian of that certain iract (A CONST. CONSTRUCTION HD. HEAD PLWD. VEN. VENEER 3 GPADING PLAN (FOR REFERENCE ONLY) land described in Book 439 Page 755, Recorded Jan. 17, 1961, Washing'ror PLYWOOD Count Deed Records said `-- VERT. VERTICAL A-2.1 LOWER FLOOR PLAN Y parcel of land rTx�re particularly described .Is REpISTRATION CONT. CONTINUOUS HDBD. HARDBOARD PNL. PANEL VEST VLS, IBULE A--2.2 MAIN FLOOR PLAN follows: Commencing at the initial point of "Ookburg", a recorded plat; CONTR. CONTRACTOR HDCP. HANDICAPPED PR. PAIR A-3.I EXTERIOR ELEVATIONS, BUILDING SECTIONS thence South 99 40' 2.4" East along the North line therof 458.37 teet to CORR. V.W.C. VINYL WALL COVERING CORRIDOR HDR. HEADER P5F POUNDS PER SQUARE FOOT n point in the West line of a tract of land Recorded in Book 245 Page CPT. CARPET HDWD, HARDWOOD PSI POUNDS PER SQUARE INCH STRUCTURAL 639; thence North 00° 12' 53" East alang said line and the West line of ■SHEET TITL CSMT. CASEMFNE HDWR. HARDWARE PT. POINT that tract of land Recorded in Book 576 Page 196, !983.00 feet to the S-o.I STRUCTURAL NOTES AND DETAILS most Westerly Northwest corner of said book 576 Page 196; thence South C, T. CERAMIC TILE H.M. HOLLOW METAL P. T. PAVER TILE r ° FORMATION CTR. CENTER HORI7_. W. Wf:�T, WIDE: 87 27 3� East along fire Northerly line of said tract of land X85.00 HORIZONTAL P.T.D. PAPER TOWEL DISPENSER s-2.1 FOUNDATION PLAN 9 r W'i WITH 5-2.2 SECOND FLOOR FRAMING ('LAN feet to the point of beginning: Thence iJorth 020 32' 25" East 376.88 SHEET CTSK. COUNTER SINK HR. HOUR PTN. PARTITION W.L. WATER CLOSET S-2.3 ROOF FRAMING PLAN feet; thence North 87° 27' 35" 'Nest 80.00 feet; thence North 00 20' 08" CU. FT. CUBIC FOOT HT. HEI3HT P. T.R. PAPER TOWEL RECEPTACLE WI). WOOF) East 58.64 feet to the beginning of a tangent 196.99 soot radius curve CU. YD. CUBIC YARD H G. HEATING PVMT. PAVEMENT W'/0 WITHOUT right; thence along the arc of said curve 109.78 feet through a central angle of 31° 55' 53" (the long chord bears North 16° 18' 05" East) 108.3" HVA(, HEATING/VENTILATING/ WP. WATERPROOF' ING ) feet to a point 49.00 feet Southwesterly of the centerline of S.W. Flail DBL. DOUBLE AIR CONDITIONING W.R. WATER RESISTANT boulevard (said point bears South 32' 16' 01" West radial to said street);D,L, DEAD LOAD O. T. QUARRY TILE WSC•i„ H.W.H. HOT WATER HEATER WAINSCOT thence along the arc of a non-tangent 621.62 foot radius curve left 72.30 'i DEMO- DEMOLITION W1. WI_IGHT feet through a centrai angle )f 5° 39' 51" (the long chord bears South bl° 87042 DF I03' 55" East) 77..26 feet to n point 49.00 feet right of Engineer's -^- - - -- -- - -- WLL WIRE FH�RTC PROJFCf �,',. DATE / u.F. DETAIL Cenierlire Station 316+0852 P.T.; thence South 64° 23' 50" East parellel 1 to the centerline of S.W. Hall 3oulevard 499.39 feet to a point in the ■SHEET NO. D, F, DRINKING FOUNTAIN J :P: INSIDE DIAMETER most Northerly West line of the lands described in Book 576 Paan 196, D.H: DOURER HUNG S. INSIDE: PIPE SIZE INCL. INCLUDE aforesaid; thence along said line South 01° 03' 50" West 313.09 feet to an DIAL. DIAMETER'JAL INT. INSULATION angle corner therein; thence along the Northerly line of said tract North DIA. DIAMETER INT, INTERIOR 87 27' 35" West 475.80 feet the point of beginning. A-0 DIM. DIMENSION DIV. DIVISION INV. INVERT Containing there n an area of 205,993 square feet. ( 4.729 acres, more or less). - - ' Ill l,II III III III �� III I � 111 III 1I( 'r��jj1 111 ill III (I� (I� (1� �I� III �I 111 III I I III IIS �I� I�jI ill Ilillll III I I 1 I Ill IhI ��N ��I J�l I Illi I�I i�l I�l III 111 l�l I I ... _.-.._.,�, � -•��s:a�.. ,.w_ :� NOTE: !F THIS '!ICROFILMED DRAWING L_ I I ' I I I I I I J� 141--_I I -I ll. l_ I I IS LESS CLEAR THAN _L _ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. --T-� `-- - - -�-� Nr,. S E Z L Z S Z Z L Z t L 8 tt DRAWIL 9 9 ► TC Z l r M ,. . �� a� ►1 � 1 1 ILII IIII�IIII IIII�IIIIIIIII�IIII IIII�IIII Iill�llll IIII�IIII IIII�I111 IIII�IIII Illlllll�llllllll�lllllilllllL�i;"illll llillllll lllllllll�lllh►tl�ullll�lii'fhlll lu�ll�l!Illl�ll�lll�llllilll►Illl►Illllllll►Illl�lllill Illllll►l�l�ll- 1 ��lll�ll�h��ll�t�l�llllllllCllll � i . JUNE 29 21990 mp� 111MINIPIN1111w- WASIINOTOhI CRCLE TIGARD, OREGON The Callison Partnership Architecture Programming Planning Interior Design r 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206)623-4646 The Callison Partnership ■CONSULt MIS 100 co N L0 J I•– M 7 8 lew, 10 11 2 �� ----_—r---�_ -- _ —_�—it---_- —.- —------ r--�---- - - i n --- ., l0 X0.0 30-0 30-0 1!0.0 30 0O �I-�- - loll - - - . - --- Z I O H Z DO ■REVISIONS f ' No. Date Rem Q 0 --- Ur c► —_�-1II - - �,..Fr.=fit_J ~� --— -- _ OF ------ - �- - _..._ _ o . I F _ cd> 'I'I'I ■AMMOVALS TINDALL/SMOTHFRMAN Project Architect LO GONG,ISD Drawn — -- 0 � t l I�Eptt yt'p4JGT, 0 1 l uP --- _ 1 1 0 Checked — y� lop. 1 If.�r•1',01�I}� _-$ Approved J pE� 5rrl�.larr, , 1----- ---- - �– --- --_ — )� Ire% 1 i 0F 001-4 O The 1.O - - - - - ---- - -- - 1� Registration 71 8 9 10 11 12 ■SHEET TITLE LOWER FLOOR PLAN LOWER FLOOR d PLAN� � -- � � 4 8 0 2 Ra)ect No. Date Oo SHEET NO. ? A-r2.1 ► w�es...a wwuesw. COPYRIGHT 98LISOMPARTNERSHIP .." ° ° F" aaa'�I �" !y ^�td4' ±!rp9ilPE CAL � qAL ,,r,,,__ .�,.....a„ lil lil Ill Ill III Ill ill I I Ill Ill liljf I lil tit III Ill III I�Illtl I ill Ill lil I Ill Il i'�I 11!I lil 111 I I I I I I I�I�I i�llilt IiJil I III Alt til Ill Ill tit lil I 'now ARMS hit' NOTE: I F THIS MICROFILMED L I 11 I I I I I 1 I I I `*I I I I I I I �i (-• 1 i►i� i I I �T n I 9� I I �� I Iii - dw UUU --- — __��— L--- -- -- L---------� --� r DRAPING IS LESS CLEAR THAN --L- --- -- --- , THIS NOTICE, IT IS DUE TOME DRAW IQUALITY O- THE ORIGINAL (�I L L LfL S gL 4 -8 L IL S— l l 1 t U f;l S L I„ r, • ctl illi lll�llll IIIIIIIII IIIIIIIi! Ililllll! IIIIIIIII IIII�IIII IIIIIIIII Iiillllllllllllllll Illliflii iililiili liiilllll�;."�'l11 INII!11!tllllllll ll1111*;,1Illllllnlilll 1111111111iIIllllllAIIIIIIII IIIIIIIII IUIIIIII IIIIII!! IIIIIIIiIIII!illllll III!Illll IIIIIIIII liuliili IIIICIII JUNE 29 ) 1990 316 WASHINGTON CIRCLE � � 4 TIGARD, O , O OREGON 4-o-o r,. PARCEL LINE— I ' � The Callison (A&iMbt ,\ qO Partnership i \ Architecture \ Programming Planning V Interior Design 4 •� • I I TA 3 I ,Q 1423 3rd Avenue It Suite300 Seatt'e Washington I I 4381rJI (2.6r)623-4646 I I I The Callison Partnership � I a ■CONSULTANTS Cf, Lf l� 4 O 0 -- - --_— �a -- -- - -— --- - - - - - - 4g 00hp:0' 30,GF_- p ------ ---- -� TARGET \ Cr \ d'j W G 5 N 0 (N.I.C.) L I c of GAriC '�I Z z OQ - - O U_ ■REVISIONS I No. Date Item 4-0Q LEASABLE AREA I _ - I ELEC. RM. -I k Dn►, Q --- ----- - -_.. . - _ - -- P INKLER RM. F-71 ,SERVICE CORRIDOR - �• � - - - --_- -- i Irl. — LAMONT•S--MAIN FLOOR \9 ■APPROVALS I q p TI_NDALL/SMOTHERMAN - I Project Archkect 3,L — � Drawn � --- ----— - --- Checked _w ' w 917 10 ' II II I II I II I II I II - I II I II I I II -o 30-0 30-0 o .poi UII 30l oll I�,II -- Registration �8 9 10 11 1 � •.J ■SHEET TITLE MAIN FLOOR PLAN � 1 fi d' MAIN FLOOR PLAN /I{DI s I •OI 87_042 Proje:t No. Date 1 f ■SHEET NO. A-2.2 COPYRIGHT(ih 19S THE CALLISON M►RTNERSHIP I"aminor III III III III III III III I VIII III III P I III III III III III III III I 11111111 ill I IIIIIIIII .II I I III III VIII I I I I I I�I II, '�: 111 IIJII i Ili III 1111111 III III III I .. "w. ' ... I•� �j l I ` L 1 NOTE: IF THIS MICROFILMED I k / I - ORAWIN� I� IESS CLEAR THAN TIIIS NGTICF, IT IS DILE TO _ THE puaLtty �F THE ORIGINAL L�L Z 4L Z Z L IL L Bt i i i tZ [ i [ li t 8 B�L �111,1111 9� F1,111111111 DRAwINc llllt I,III liI11111111111! lIIII� IIII!IIIIIIIIIIIIIII�IIIIIIItIII IIIII1! llllllll Illl�llll Illlrlll J IJN14 2. 9 , 1. 0 0 0 w ss�.�eaasr �„�i. ,,,,..::: . . :�wa. _ , ._ � s. �Y. - ;. , .,+eNIEt� � •2' w WASHINUTON CIRCLE Q To"?OF F' I =z'w;8T1AIA,, I "'' OC PA�Prr-r TIGARD, 1h] 4 � - — -'oP oa �.,o►,vy �i... OREGON -rpp t� �. _ — -- 2caa �� -- � D 12 11 10 �I 0 P) (7 G 0 5 4 J H F E D The allis on Paine ship Architecture '"0901r- PPE"' \� Pragrammmg CIS 2�I •� _. -- +�C9F Ao+R�PET Planning -- - -- --- Interior Design --- --- ___ —. --. -- -- -- it - TQP 2Loo•� -- - , .199? 1423 3rd 4233rd Avenue suite 300 --�--� _-- -------- ---------- — --_-- - -- - - _- - - ---- - - - -- -_-- - - - - - - --- - -- - --- ----- -- --------------- -- --- -- ------- GjLI•- Seattle Washington 5 � 98101 (206)623-4646 7 V I 10 11 1 1 G H �J The Callison Partnership ~ ■CONSULTANTS 00I -o�aF Paa,� -rdP of ►'�'E'' Ln - - -- ----- - Z` - J -- 1 . - co 11VIlp 00'r- 4AA116 B. Cr LU 254•(pr, � ,� 6L, -- - -- ICL z .7 8 O D O ILL. ■REVISIONS 7 1 No Date Item 17 401 d 4.0 Op-' LP -- g - �I coM�cTarz pro-.��y EXTERIOR ELEVATIONS 1 2 3 4 5 6 7 P8 9 4 liQp QFIT I I I (� _._ _ _ _ - ---- �r F ►FZAx ■APPROVALS 1 I � l !*OP G' __ ZO - --- --------- --- ----- --- --- - _ -__ -- ------ -- ---- - ---- -------- ----- - -1 - - -- _ I ---- -- -- - - 2qi o TINDALL/SMOTHERMAN-- Project Architect I �_fi ------ --�- ---- --- ----- - -- -•----------� --------- --�--- - -- -�_.----J I I Sir�-n-►E r?.+.�rl-------- Drawn I I e.06.,(T•IP SHOPS � _ LAMONT S I � LCL, I I Checked - - - 240ol -CO Approved - CPP or 6L.4mi EIS, roll—, -- -- r�j�T PE D O,. Q Registration I __ _..—�-�'� .•._ � _.^ - --�-------�._ -- - - I .. - _, I -__ - _..... .-.. _ - -- -- - --- _- -- � � ■SNFET TITLE — -- . LAMONT'S ( ISP SHOPS I SHOPS I = EXTERIOR ELEVATIONS AND ILAMONTS I BUILDING SECTIONS BUILDING SECTIONS 87042 ProJectNo. Date ■SHEET NO. C-B C OD a '..K............,..... COPVRIGHTM)19e THE CAILISON R4RTNERS►+!P r i • 11.4.:� • ww..�' 11 ' - •' ' 'a�YW1Wl��l�+i. * .,.r+-:YM'►' : ' .r .,, _ . ,� ._ , ,•:�.a.O :-.�._..... Y -i-- ".. ......«.r:rr�S'"...r:...,w'Nili{I.i..•-W.+w.r++,r..,.. a, �. . + , III�IIIIIIIIIII IIIIIIIIIIIII Il�llfll�llllllr I i�1�lllllllll�llllill�IIIII�III IIIIIII Illlr I IIIIIII III I jIIIII�III VIII I I I I I MEI I 11 11111 4,J I I 11111111 1111 111 I�IIIII III I�jr� -.. r' •`_ _a ..�_ -. NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE aFIr,INAI- F4 7, L LL Z YL Z L�L -lL L i �i LI i i ( t l ll 11', DRAWING. I III►HIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIiII IIIIIIIIIIIIIIIIII�IIII Illl�llli IIIIIIIII Illlrlll � � 1990 JUNE 29 r olkf _) I I � SCALE 111=40' -� I (-P)CoMP @ -- ' ( N 9 14_ 2 /' z Q -'—S. 46 Z 17-4 E I 483"18' cr _ nui wa• .r- --TYPI;AL 411 WIDE w `' / WHITE '-..TALL STRIPING z It 0 w LLJ 04,1ipLjjw rn c — I I I 1 1 1 Co51 T E DATA : 0 18 - a C7 C 14 18 25 181 Zai �- _ ;- --R = 7.l.w2 v� Lrr.= N. 5Z'OZ'4111 E. PAFZCEI- I PARCEL 2 w CrO 12. 7.221 (TARGEY) (OTHER) TOTAL- Y ZC SITE AREA ( SQ.1=T.' 359;942 7-05,993 545,935 (4) 0 U �g y O O IG' 18' 0511 E. A _� O — \� \ (1) PRK WG AREA ( `-3-0FT. 1-54,208 t, 4'),488t Z47,Co9Co ! z a o ; -I? = 1o21.G2 N � --- PARKING SFAC.ES; 00 — - L.C. = 5 GI'031 55"E. O - FULL SIZE - -12.Zoo' —3G2 21 5 5'77 < 18 - I 2�i I B 181 tri _ COMPACT 38 104 242 I u1 U3 _ - TARGET PYLON SIGN - HANDICAP 10 _ 4 i 14� st Is, b` - - - TOTAL 510 323 633 ♦WR Q n�, �) �— (Z) INTERWAL ROADS SE2VICE AV-EA 17,720 `- I 21,544 _ 39,'2Gv 4 t z V Z ; --_ Q — Q Q, - Q U -5.Coo`231 r>O11 E (3) ACCESS ROADS, RING ROADS GG,284 + ZGo,53Cv t 9Z,82C� ± — q1 N `� >u - 1 '� '�-- Z '' ' U N _ -� — dQ Q Q 499-159' �LANpSCAPE AREAS (SGl•FT rZ� (5)BUILDING AREA (SQ. FT.) R� 101 ,-150! 6:,4.42cj `- ICvC.,I g%jCj `- 55 0 1 - v a j/1 f3Z V (I) INCLUt71N& ADJACENT AISLES U � _,1 S -w / cGMP • •• �/ INCLUDING -50' LANE. F T Z rTo I U �l rl,$)@ ACT `a \\ /q (2) 125UILDING LOADINU CkXv, AREA LI1 Q) 9 t4 L ('!) Z Icr tri I(o F Q/ SITE AREh, LESS (1),(2),(5) WRJ 7 •I N�I Q� � (4) LE55 R lal C � (5) APP1zOX CNL'YALK L r� Ily z 9TItIPING11 Z ® V L L° r L N.81'2-1'3511 W. -"0 � �� z_ • ------ 80.00' `W SJ PHIS CIVIL DRAWING HAS BEEN = c55 � �, INCLUDED FOR REFERENCE ONLY. ♦o l TYPICAL SIGN 0 STALL MARKINbS Q s. CIVIL WORK IS BEIMG R7VIEWED �/� J FOIA HAN 8150 PARKING N W --LU y \ UNDER SEPARATE PERMIT APPLICATION. < Q I AS REOUIRGD 6Y 1.1.0.G. I ,(� 1nn' - — i - 4•na,o J MAU a w. - V (�(J�� -(�� \\ WE•T9OI•p- @j !j . W CC a.a. I ^ r• ` — l G PRECAST CONC.CURD —~ ~� 1__. - ---- _ N � �J \�\ 0Y UTILITY VAULT OR APPROVED 24 -50 24 x 3O `0l �, „ — 1 Z - EQUAL. (TYP I PER 2 5PACE5 AS SHOWN) W - w N -- w ire _ 15- 1• l Q � i Ari � -- � � f I Z � 1 � _ �.c•J�"`r I 1 1 3 •�? I REGON y ^� G N— 0 + 25 --F-Ie 8 � 2S I P 1 18 30 �C. ') EA � N � � Q TARGET I 1 1, ui -- - - Z ul w L— --- -- - ap DATE OL -- . @J--- 4 30/8 ►- DRAWN BY: 4 U I K. IBURKHART SHOPS CHECKED BY: w U - - --- 210' REVISIONS: WASHINGTON _ -�---- ----- - p LAMONTSAs DeDE5 N7tD,UKMeeSQUAiE d o WASHINGTON N 7 1[s N0 1 - 1 0 ((1 DRIVE II It ,� ' - _ °a 0 SQUARE 111111 - 1 I III (2-1) Q EA. - N DRIVE III N - I -- �'Ul N (20) COMPACT (F 6 EA. _- p -- iIMESAWINGS I 'NEENINU IARF THE.fQ 1 ►IIOf ENTY OF MACKENZIF NO- _ LO i AND ANE NOT TO of Nf. RO v DUCED IN ANY MANN f".FXCFrT -� WITH THE WRITTEN- ►FRMI► -- �ON_or MEI. I c7>Q�'EA. (8> EA SHEET (20) COMPACT Q 6 EA _u1 ■ - O (26) Cr 91 EA. m (7-1) (P 9' EA. N (22)@ 9' EA. (25) IF 9' EA .r. 5PZ SP2 - - - - - - - - - - - -- - -- - - - - - - -485.ar�' -- . .- N. 87�27 3 5 w. — — — 41'�._�-71- --- --. -. _ OF 14 ��O'go1 ADDENDUM NO» 1TJOB NO: rP, Te 5-8-�87 Zb1199 _ :J,.r.IratrUr;;y....:nugytr-...• 'wl __... 5, �. -. ,, ._ l�I!�h'fi `P+?i'AI!R"Pi!la e. .., R.: .. ..3. 111 III III III 111 111 111 I 1111 111 111 f I III III 111 111 1111111 111 I I III 111 111 I 1111 III I I I III III 111 I I I ISI I III III I�� ISI II111 I III 111 111 III III III I!I I I ��" , - 1 ilii ili ilio . lid ilik � � it �b il �� . l�__I__- h_ _ -- _-- --1___ _� �� NOTE: IF THIS MICROFILMED DR',MIKi IS LESS CLEAR THAN TH.'S NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL ��a � - DRAW ING. ILII Illllllll IIIIIIII�IIIIII111 Ilillllll IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII Illlllill IIIIIIIII 111111111 111 IIIIIIIIIIIIIIII.III IIIIII11111111111 iinhlll Ilillllll IIIII III!IIIIIIIIIIIIIII 11 11111119161F Ili 1 l UIIIJ11,11,11111illiilili1111111�illirllll JUNE 29 111990 i i Y I S t 3 i I I J r I i i I 7 fTl C V . e I, rrn SCALE I =40' bE,GrIN EXT1200e.0 CURS j r",TS OF I-NAt.L BLVD ` ` �r�IlpleoVEMENTb / LEGEND rr�� ' V T ll v � Ii ' � ( a4Z 1I 24 E TRUCK PAVEMENT SECTION � Z z_ I 465 -16' u' ,•, I 111,id�1, r_. � 1 � � I PARKING PAVEMENT SECTION (75 `W x, Z ,Iij; .> W NOTES �, �- < V W Q< r 1. EROSION AND SEDIMENTATION CONTROL - THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE EROSION AND SEDIMENT CONTROL, AS REQUIRED. N TO NOT ALLOW SURFACE RUNOFF FROM THE SITE TO ADJACENT PROPERTIES. z Q. <7 LC.= N 52'02'41 E W u Q � ItO.22' Y 0 a' ' /R 96 99 ;g/v ICo* 10' 05" E Q `/ ulz � 1p L C = S G 1' O'5' 55"E. Ca' L I M 1715 01= HALL bLVt� MFPR 0./Fr1EP,JT5 i 'r -5.C04 2 3' 50"E 4.99 39' W z fo1.UO �1.DO I J I U Z 9 C w 14 beCrINr , T Yr EXTRLIDI�D V 4�-`GIN z exTxury � culla e� O � �� ,'' '13 1 �1 5 {-�c.•,. .,r'; '> >#ct.. ¢'i' 3 a HALL 15LVO \/ '•,, VT Z 7,11 ` R' 2(.'5.25 THIS CIVIL DRAWING HAS BEEN + (o 24�►.Oe -- INCLUDED FOR REFERENCE OY. G v Z�iG 60 ` 'per � M• % M.,, CIVIL WORK IS BEING REVIEWED Q �\ •�� UNDER SEPARATE PERMIT APPLICATION. I_IM IT 5 OF WORK - CON TRACl•OR TO i �0 4Y5RUDED ; I� N NDICATEt� PROVIOE CUILDINls PAD'b AS I . �1 zr.9. O �._ PA\/ING LIMITS TO 15UILDING FACE OR z`e is i4 TO PERIMETER CURI5 A5 SHOWN . 1 (PERM'1ETER CUK5 SIDEWALK dY OTHM45 ._ IL "GIN ,r K TARGET N „ FIN. FI-001111t • 26950 U V Zriq• � l DATE PA.0 a Le050Ills V, = Z Q►e v oc A 4/3o/O1 r~ +i 1 DRAWN BY: CD - -- - - II K P�URKHART SHOPS ' p C-A L- BY: NOTE CONCRETE PAD AND ROCK BASE ----- --__ -._- /�-_ FIN FILOM . tG�so - RFVIsIONs: WASHINGTON TO DE INCLUDED WITH TARGET rlI,IILDtNG � 2S2,�o I aDDCNDUM I N' (SY CTHCRS) 2C„9 cx� PAD CLEV Z� [>U LAM4NTS SWA � , ; ---�-— --- ----- -- — ---- --- -- - ---_ _— -- � FIN f=LOVER : do— DRIVE ' 1n 11- - WASHINGTON ”` F> D EL EV - z g5.5v co SQUARE '" w DRIVE III u►, � f � -• r� 25� �o n) �, LANDINCa 5TAIR5 AND 6OLLARD5 ----- I BY OTHEICS - (TYP. 4 L(X.ATI0N5)_ " '"a"+NoNT°No►'MAc0.[N:et r.rr.t.lr�, I .••- ,..::•.�"' ° a„.;' Ntt"'NOINCONPONATIO l n" ,; } ✓ AND AN! NOT TO [! NL •'� ` - -_..,-. .. W�" 77 WITHOUCtO IN ANYIMANNlN�►[NMI rmlt 1... r z lION Or Mal. t T !N r < + SHEET T 0 } 3" 1:R� :< :� /4� {I.tM A �»fit. } 1/�}I. ��' .�^'M'"•< ..�M� l �, PAN PAY "o. 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JUNE 29 - , 1990 , 1 30 osis:. .96lIW+u.:. .,. .....s.- ... ......-...........�...w....,+...�s.w�...r�w.•.•.,.•....,........ 1 S y " WASHINGTON 2 5 ri , (GR 40) CIRCLE 10" O,G`TNRU t / 5 - DOLTS GIRDER ' -STIFF (t 3/8 GENERAL STRUCTURAL NOTES 4'4) HOLES IN , - 611ZDEIZ C E 15 FLANGE /moi EACH SIDE 14 h 4" 4" 4" Iy4" THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERW16t ; 1• m� _ _ a 0 x� I, TABLE I CODE: UNIFORM BUILDING CODE 1985 EDITION + NO. OF 1 �11� __ '^ " "I BEAM SIZE 501-TS DESIGN 01 ES URG : Z,500 PSI A r �, C15 X33. %_16"6'- -' " ly`n q � •1 ' I " 2M1 --1c % BoLT5 AND Co"IWALQLR F0071Nr4S. INCREASE N DEAD LIVE �0 D FORADD ONAFOOT OL FOOT WELDED 9TUD5 =- --- - --- �:_____ _ _ BEAM PER TABLE 1 BY aoo P5F FOR EAC WELDED OF WIDTH TO A MAx MuV1 OF 3,500 P51. k DESIOP LIVE LOADS TIGARD, GIRDER --- T-611ZDEIZ GIRDER _ = OREGON BOOP 25 PgF �- PRECAST PANEL J %{ , 6%2 u I' -ON RETAIL = -75 PGF 4 - BOLTS W COLUMN _ EACH SIDE 5- BCI-TS I� WHERE 15EAM OCCURS ONE SIDE ONLY CORRI BASK WIND SPEED - �00MPH , EXPOSURE 8 -- EXTEND It /e TO BOTTOM FLANGE . 95 = I/ Par , I = 1 .0 SC18i lIC = ZONE NO.2 K = 1 3.3 1 C5 =O. 14 GIRDER TO PRECAS•1" PANEL GIRDER TO COLUMN GIRDER SP = 1 The A BL I C E BEAM TO GIRDER LEINFQRCED -ONICIZETE . f c 9000 PSI, Ir OT LESS THAN 6 SACKS CEMENT PER CU .YD. son OC LD AND NO'f MORE. THAI) C4 GALLONS OF WATER PER SACK POR ALL CONCRETE EXCEP'- 91_ABg Partnership ON GRADE SHAL'- B* P'c : 2500 PSI , NOT LE99 THAN 5'/Z SACKS CEMENT PER CU. YD. AND Archactw. NOT MORE THAN 6Y'4 GALLONS OF WATER PER SACK . 5EF_ SPECIFICATIONS FOR ADMIXTURES. P14POOVI"'"*'e /-'PR.ECAST PANEL REINFORCING STEEL PER A5TM A615 , GRADE 60. LAP ALL REINFORCING 40 DIAMETER klw 5LOPE BEARING SfATg / L 1Y4 x li'4 w yg,TYP AT SPLICES , REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPE;:IENCf 1D /----WELD PER GPNI`RAL N0TE9 TYP Y4 2 WHERE REQUIRED L3x5x%4Y. 0' -9' - JOIST DETAILER CONrORMIN6 TO STANDARD PRACTICE . ALL WELDED WIRE FA15RIC 54ALL BE I -Y4i0 PAQABOLT -- ' 2- %2114, BOLTS FURNISHED IN FLAT 9+4EET3 AND CONFORM TO ASTM AI85 . LAP ALL ED6E5 {% MESH MIN. 11h" METAL DECK EMBED 4" MIN. 70 JO PANEL ST / _L OR // TO WALL %2` � 2" M IN. -11%w " , _4111- METAL - 'ECF! FE y4 >< 5 x O' _� CONCRETE COVER : FOOTIN65 3" WALLS I" EXCEPT I%2` WHERE EXPOSE=D TO WEATHER � SLOPE HEARING '01ST GIRDER ' SEATS AS REQ'D. 2 -�4" BOLTS TO 1�ND 2" AGAINST EARTH . SLABS ON GRADE 1 '/2". �- �__ _ I COLUMN TOP R \ - , Suit 3rd Avenue I �� WALLS ' REINFORCE AS FOLLOWS : 6" WALLS �4 C, 12" 0 C HORIZONTAL AuD VERTICAL Suits 300 - 3 x 3 LEDGER __ PARABOLT5 -�- - CENTER OF WALL; FS" WALLS, A 5 @ 15" O C. HORIZONTAL AND VERTICAL CEI`TeR OF ",oe"", Mh.h`ngtor @ 1 \ WALL AT OPENINGS PROVIDE '2 -* 5 -� c cwu3�s / TOP AND BOTTOM AND 2 5 VERT, _Ac-H SIDE FM3ED 4" GIRDER --- JOIST \ 4" EXTENDINC., BARS 2'-0" °YOND OPENIHE, , EXCEPT 10" WALLS AND OVIPR PROVIDE 2-*G The CNl+konlewowship OR J0157 GIRDER " ALL FOU;Z 6IDE5 . AT CORNERS PROVIDE CORNER HARS , 40 D14METERS EACH LEC�, IN aao1a�m 3/g¢ BOLT- -BL!AM OR 1 w OUTSIDE FACE OF SAME 517E AND SPACING AS HORIZONTAL REINFORCING. A7 INTERE',ECTIONS ANOERBEN TYP GIRDER /2 TYP LA. PROVIDE 90° HOOK ON uORIZONTAL BARS OR CORNER BARS OF 9AMI? SIZE AND SPAi;lll6 AS 91 DE Or COL. BJOANBTAO AT JOIST ONE SIDE TYp� �� L� L2 . 2 x '/I�xO'-4', ?YP. 16 HORIZONTAL BARS OF INTERSECTING WALL . PROVIDE VERTICAL DOWELS ALL WALLS SAME KANE I/ W6 COL- j/41 SIZE AND SPACING AO VERTICAL STEeL , AND ?. -�15 CANT'NUOUS TOP AND 5077E►�I . JACOBS$ INC. ' JOIST CONSULTING ENGINEER LEDGER TO PR ECAS"I- PANEL J 0 I S T TO G R D E R PRECAST CONCRETE : CONCRETE STRENGTH AND REIN�ORCIN6 5TCEL A5 NOTF P rOR WEST HARRISON E _ J 0 I v 1 BRIDGING J01 ST GIRDER TO COL . REINFORCED CONCRETE, 2MNFCRCE f'EQ DETAILS ON DRAWINGS , 5U5MIr SHOP O,cSEATTLE, E31 L285WA 85 8119 F G I"i DRAWINGS FOR REVIEW PRIOR TO FACRICATION SHOWING ALL EMMVIDED ITEMS, BLOCKOU76 , ADDED REINFORCING REQUIRED FOR LIFTING , AND TYPE AND LOCATION OF ALL LIFTING DEVICES . PROVID1 TEMPORARY 15QACING TO RESIST15 F'SF WIND LOADING TYPICAL ROOF FRAMING DETAILS UNTIL PERMANENT SUPPORT 15 INSTALLED . FABRICATION AND ERt•t_rION SHALL 8E IN ACCORDANCE WITH PCI STANDARDS. STRUCTURAL STEEL ALL STEF-L ASTM ASG ) Pb = 24 KSI. MINIMUM SIZE WELDS a/IG" CfJNTINUOUS FILLET f ERFORMED DY WELDERS CERTIFIED IN ACCORDANCP WITH AWS SPECIFICATIONS FOR ROD AND POSITION U31NG HEAVY COATED ELECTROD19 . FA5R) - CATION AND ERECTION SHALL DE IN ACCORDANCE WITH A 19C SPECMICAT!ON9 . PROVIDE 7y41 __ 5'-O" - I I x CONT. KEY TEMPORARY BRACING UNTIL PERMANENT 9TIFFENIN6 '5 IN6TALLED. HIGH STRENGTH 50LTS i'RECAg, - - FOOTING SCHEDULE SHALL CONFORM TO ASTM A 525 AND STANDARD 5OLTS TO AQ rM A50'1 . ALL BOLTS SHALL r BeARING TYPE UNLESS NOTED OTWEIZW16E TENSION HIGH - STRENGTH amv PANEL AC,D'1,0.G. 6' BOLTS BY DIRECT TENSION INDICATOR METHOD U51NG APPROVED LOAD INDICATOR WASHERS * �-o 151, 0.G. wl2- '" '• ' ' • --T-- ' ' TYPE 317E REINFORCING -- 4 ,. 18 O.C. COLUMN "' 1,.i INSTALLED IN ACCORDANCE WITH THE MANl1fACTURER'3 INSTRUCTIONS. HEADED SHEAR STUD* 2-'k4 x I'-a" v TYP, CONSTR. BASE R. I%2x 15 - 5/IG I " # SHALL DE %4" DIA , x 0'-4/2', - F N -- 1 #,4 I>�" 0.G. JOINT A I B A 6-d x 8-O' x Z-0 D P. 10 - to EA. WA f 50T. m x I 9 METAL DECKING : SHALL 5E GALVANIZED STEEL , DE-516WED , MANUFACTURED AND 61zADE 4 SLAB EA. WAY 50T. ANLr+UR l�SO�TS 8l 8M ----. B 7'_!�I x7'-loll x 2'-O'' DP. 9 -*to EA. WAY BOT, it e° A' , �, INSTALLED PE? STEEL DECK INSTITUTE 9PECIRICATIONg. COMPOf�ITg DIF SHALL HAVE CONSTRUCTION JOINT I _ � EM5095MENTS AND INDENTATIONS TO DEVELOP COMPOeITe ACTION WITH T+P CONCRETE C Cv-!o xb-(d xl-9 DP. - G EA. WAY 50T, FILL AND DEF316NgD A9 A FORM IN ACCORDANCE WITH P C Q II I II II TH AISI 5 ECIFI CATIONS. ANCHORAGE " --U7-k' lv �ry PROVIDE W' ri I" DP CANT". OTRIr51-1�" x 'S'-lo" xl'-(o'I DP. 7 - '� 5 EA V/AY SOT 70 SUPPORTS 'SHALL DE 5UrPICIENT 10 RE31",I JO Per- UPLIFT. MANUFACTURER TO 9 �'4 FE/ZK2x0 -e I IN POuR. PILLWlt41 JT' SEALANT. E30 ADDITIONAL METAL rZllNroRCENIeNT AND CL09URE QIECE5 A5 RCQUIfzcV FOR GROUT COMPACTED - J L C0Hr0CTtW6 OPTION 70 9AWCUT. 4 - BACKFILL - --T E 51-011x5'•0"x 1' 311 DP. G - 5 EA, WA STRENGTH , CONTINUITY Of DECKING AND 5UPPORT OF OTHER WORK : CONCRETE TILL OVLIR Y BO T, RIETA L DECk fc = ?,500 PEI . WELD PAT1'><RN AT ZNE SUPPORTS, PERIMETER AND F01 -It Y2 ..Cx I'-0" F 4��11x4'-O''x I'-d' DP. 4 - � 5 EA, WAY BOT. DIAPHRAGM ACTION TO RE519T A LATERAL FOGE LOAD OF POUNDS PER LINEAL FOOT, / ,t<e PUUNDATION PLAN FZ70TIN6 2- �"� � 0'-B" WELDED .r�_. t` OTUDS QD_ 9" 0 C. 6CHEDULE F"OR 617E REINF. _ -_ Ei CONTROL JOINT G ZI-0x5'-d' x1'-011 DP 3 'o 5 LONGIT. BOT STEEL JOISTS' OPEN WE5 JO16TS 5NALL B2 DESIGNED , MANUFACTURED AND INSTALLED 5 COruT TRANS. BOT• PER STEEL J016T INSTITUTE 3P ECIFI CATIONS. ALL J016TS SHALL bE LH - SERIES -- 4G IL ' OL F!1 = 50,000 PSI MINIMUM . FABRICATOR 514ALL `3U8M1T GIFOP DRAWINGS AND CACULATION9 50T4 STAMPED DY AN OREGON 67A7E ORbT"><`3510NAL ENGINEER FOR APPROVAL PRIOR TO PAbRICATION. F `;WVIDE STANDARD CAMBER IN ALL J016'S, E I ERIOR FOOTING(: W 12 COLUMN FOOTING SLAB JOINTS JL N APMIAL3 ti rlo* Amhhod -- TYPICAL FOUNDATION DETAILSp Drmm 1' -0" GENERAL PRECAST NOTES Te Ch�dad 1YP. DENT �'/4 I. PROVIDE 3/4' CHAMFER AT ALL EXTERIOR FD6ES OF WALLS "ND IN ADDITION , Ap owd o z o -'�'-'-T 2 -M5 x Nr-- A5 NOTED ON ARCHITECTURAL DRAWINGS, TYP, EACH CORNER BEND - LINES 2. SEE ARC+fITLCTURAL DRAWING9 NOR SEALANT AND CAULKING . 2" TYP EMBED " TYP. EMBED TYP. EMBED �N. R Q``' 1522 "4HOLf z - 110 0 0' IPA - 3. COAT ALL POCKE75 AND l5LOCKOUTB WITH EPDXY 150NDIN& AGENT AND GROUT FULL . 2-*5 EACH LONE 1 � " 2 - y�"� x 0' -lo" FAIJEL 7%' PANEL 7Y P. :., JOINT WELDED STUDS 4 4 0, 5" 0.0 4. ALL WALLS ASSUMED f'C = 3000 PSI AT TIME OF ERECTION . \-' s �afa�t4O ,�, • -7YP. WEED T t • 5. 5ENDO IN ANCHOR BARS TO START 1'/2" MINIMUM AWAY PROM WELD . aS r MM 1.� TYP, EMBED (j) • 6, PROVIDE, MINIMUM 2 AIR HOLES IN EMBEDDED ITEMS. ��-- -7/4w T N K. PANEL , lt'Fi x 4 ?L 0' - <D � #5@ 15" O,C. 2- 0 xU'-4" 7. U5E STRO46PACKO AS REQUIRED DURING ERECTION WELDED STUDS INSIDE FACE NOR. � VERT. I � , f v 2 _0 AT MID- DEPTH I, F _ - Q '/4 INSIDE rACE a SeeO.C. 8. CONTRAC►OR TO PROVIDE LIFTING INSERTS AND ADDCC RE1NF<ORCIN6 ��R� o TY O.C. AT MID-DEPTH f 0 Z- 4x �' ';6R40) A9 R!•QUIR1•D DURING ERe%'r{ON. GENERAL O.C. P BEST �. E L NOTES 11�" O'C' !'v.,. C O 7 d I I " ZYWELD Q, CCINTRACTOR TO COHINIR►M AVD COORDINAJ Z WITH MECHANICAL AND ELECTRICAL 1 I AT OPENINGS, �� f.-- 71/4 TNK. PANEL .UD - CONTRACTORS Ink OPENING LOCATIONS IN PANELS . TYPICAL DETAILS I~ ADD 2 -* S REINF. PER L _J EACH TYP. CM pED (A SIDE I go I I 10. CONTIZAC'TOR TO FROVIDE TEMPORARY SHORE,5 UNTIL ALL PERMANENT CONNECTIONS Oil -"- ARE WMPLF-TED ON PANEL REQUIRING SUPPORT, II, ALL LIFTING& IN5CRT5 SHALL DE LOCATED ON INTERIOR FACE OF WALLS AND �-1 �7 M WALL PA E L WALL PANEL PANEL TO PANEL. PANEL TO PANEL AT PANEL TO PANEL AT HOL1a 5NALL E GROUT! WITH o - �' g a I pw N Op - Q __ B N N 9N .INK GROUT WHERE IN IRT LOCATIONSAT GRID LINE I'2" = °" RE-ENTRANT CORNER OUTSIDE CORNER w _ I. _O� ARE EXPO®!'D. ,. Ya - 1w - I' -0' Ike I' ON •��n Mo.� TYPICAL PRECAST DETAILS ci 00. 1 eadmaiimo a IL OLr d ) PswIT WASHINOTOM CIRCLE • 6704140 ,d_.,;.. ..n• '"►rw-r.. .. I r r.... Lillie. • NOTE: 11' THIS M I CROP ll_ME D II 4 5 DRAWINIS LESS CLEAR MAN I-II SI I I I 1 I IJ I � - _��? • -'�--�- _- ------- -- THIS NOTICE. IT IS DUE TO THE QUALITY OF TIF ORIGINAL r �� l DRAW ING. illl Illi!IIII IIII!IIIIIIlII!Illllllil!IIII IIII!IIIIIIIII�II!I Illl!IIII Iilllli-Ilillllllllilil�IiIIII IiIIIIIIi illlhllil �1IIl ilI{!{IIIIIIIIII ilI{!i t Ill+l!I��IIIII IiI�II�Ii iI�II��I�iIII!III� Till IIIII,irl{I�IIIiIIIII�IIIi�IIII�IIIiIIIIIIi IiIIIIIII IiuIIIII iIII!IIII illi�llill ' . k JUNE 29D. , 19 9 0 4 . o.-...nrsn'rn....w...r+.w.+r► .�r...a.......ywn+r.rr.o.^ww.+.w+noMPA. 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I (D6 6.3 C7) 8 9 10 I NOTES: I, NUM6ER5 5I4OWN IN PARENI HESES C ■APPROVALS ARE 507 i•OM OF FOOTING E EVATIONS ,� A Z. LET'T'ERS SHOWN IN CIRCLE ARE FOOTINC4 -___ F O U N D A I O I J PLAN TY P E S . S E E 5 0.1 r.)R FOO, I NG 5G H E D U L.E. Project Architect A�J _ N '�J 8 L R _. - PEASE R I x 9 x 0 -�i'I Drawn o I GOVT. SEAT I CONT.SEAT O „ TO P — # x I` I'l4'I P.G, r 7'/4' P G. 1 4 / BASE FE 11/1 A I I Y.0'-I I Checked i @ 12'' O.C. i PA N E ---- @ W 10 PANEL 1 PANEL G ll� �� r j 4-'-✓4" 0 FA RA00LT5 Appro ed-------- - --'-- ((o GAGE) EMBED L419 s 1 'gl "0 U 3/4 RO I � (on MIN. E L. VARIES U ___. - - _s__T rl'�71 V'*4T It [k ' X i, ~ 41 e I e >i cis I ��' 27. I I I I e 121' cc - - 12" WALL 2-0 / I (U1= II IIII1a -- III /--10 WALL illi 111 _ t� Iln , #5 121, 5 6 9 04,. v E KT 4 u—`_1 - / i - uu 6U fir' 0. . VEK 12 D II j , 4 J .' - ►L OUTS nE rA�t G � — 1011 OR 12' WALL . SEE PLAN. i� 1-=! Ij y ��OAfCON N u.c. O.G FOR R E i NF OF { i�1 \,0\, t�� JuW E�.S T� MAT(,H ( �- :1,; VERT. 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'II(I{III IIIIIII IIIIIII IIIII 11I IIIII ((1i( I IIIIIII IIIIIII IIIII�I IIIIIIIIIIIIIII IIIII I IIIIIII IIIIIII IIIII I IIIII I IIIII I I�wIIII JI�II I IIIIIII IIIIIII IIIIIII III 1 I .,I�`.. t, _ _ •."' - . , NOTE; IF THIS MICROFILMED I I I � ( I I I I I III RAdIPG IS LESS CLEAR THAN 1 �____- -- 1_-_- �� - _1______l _ [77 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAI — --T — DRAMING. 93 9 IIIIIIIIII�IIII II11�I111 IIII�IIII IIII�IIII IIII�IIII IIII�IIII III Illlll l��lllllll�l�l �I�IIII�I1IIII IIII�IIII I l X1111 I111�1111 I111�11111111�1 i �I11i Ilh11l1t111112111 II wird i, ��. `�' 199 • JUNE r r , 1WASHINGTC 6.3 10 CIRCLE 30, -ON 50'-oil 3o -oll Lai 2 -7 Ii I TIGARD, OREGON C.) c) k'k V A 11�. rc 2 OE III x%411 PG. (DN(-. FILL OVER 3'' GP x 8 CA O C,K, PANEL The COMP�)6 1 T E IVITL -1 I.203'W4 5r,)iw 70 IN3 0 REIN F V-4 T H (P)L(;v - W ,.4 A 1.4 W.NF Callison 40 Partnership Architecture k 2 x IN�'A Programming -I Planning I I Interior Design b I t -:7 T' c) LL) V T, T. T -7) Ln CH W'7 w 24 ,, Gs 1423 3rd Avenue 7/4" PC Suite 300 Seattle Washington PA IN E L 98101 (206)623-4646 The Callison Partnership r i T-) T' T-) N CONSULIXNTS ANOERBEN BJORNSTAO KANE -cl- ui JACOBSt INC. 7 CONSULTING ENC31NEERS 1- 220 \A/EST HARRISON SEATTLE, \A/A 9 F311 9 C 2061 285 185 SECOND FLOOR FRAMING PLAN 11111 REVISIONS No. Date Item 'A N APPROVALS Project Architect — AC,J Drawn 7--'.�P Checked PARS Ap-Pro4d--- PROf GiNrf,, 7527 sf OREGON 4 F M N%M11T T;Ttl 2ND FLOOR FRAMING PLAN 4- f47 10"ilecl No Date SHIN't No. S2.2 P COPYRIGHT 2 1" tH1 rALLISON MAN ASHIP L ARHIN 4d FOR I lot N-W7 IN r )N. V 1r-10-CLE - NOTE: IF THIS MICROFILMED � ib I 11 I I �� r + DRAWING IS LESS CLEAR THAN 4 61 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL dd � DRAWIW,. Ill 117 till ii IIII 511IIII1 Il I I I I I 11ilII III 11111111 liq I ill 1 1111 ill 111111111 ill ulllllll IiIIIIIII IiuIII III�illirlil 301 , JUNE 29 F ) 1990 RP .. -A 1 00 WASHINGTON I CIRCLE I %.9 on 0 /o ti O _ O p K I O In Q J N ,e 'f' TIGARD, OREGON r ` v v, .n The mCallison o o pPartnership JL ORN O r Q I � Arch,tK'tu►e I �) N gU Programming Planning Interior Design Y „ 1 DOCUMENT\\ � r j w61010 r VJ60 N ((-, C- t- In � .413 3rd,+venue Cjj c9 3 cv L►,0 3 ' 1 I I I I I Suite 300 Startle Washington ,9 �)G O< O GO G c n — — - - 9e101 Ly_►103 \ — .� `Q1!3,( VJ 18 x 35 W I S,, �� W 18 d 35 � (206)623-1646 r W �5 The Callison Partnership r i CONSULVWTS '4 .o ANDERSEN 24�rlOo < _ BJORNSTAD �j r rl v �i K ANE JACOESs INC. , r _ _- -- 0 - -- --- ---- - - -�, - �d ---- -- - --- . n r� L'ON", JLTING N IN S T9 7�"L3oLHOq ° 24LHOco , Z WESTH IR( > SEATTLE, VA. 21L -- - ---- — --OE12061 265- 1185 1/21'D P. 'A 2 0_a A,M E-rA L U EG K t- 0 5 5RAN C .ONTMINIMUM 11cv l) N N ? 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J Q J rn 1 TIGARD, OREGON 0 �R W24X55 "` f- f o The to 3 Callison o o I Partnership TORN Q r I ArcniteCtwe N Programming Planning Interior Design O IDOCUMENT ;, w8x IO \ ao� � W8x10 n = tK 03 11- 20 LHO5 v ]: iia T � t N 1 1423 I r sO 0LH039 sort.300 O OU O Seattle Wangton OO O 98101 0� (206)62:•4646 -� `r' W18x35 WIB1, 3 VJ18x35 CD _ ____ ._ _ �_9 JJ I(o x Z(o ,_9 W ISO X 2(p W 9,r �5 — — _ ——� ^— —. theCalhson Partnership 9 ^.9 D I CO'KULLIINTS o ---- ANOEA8EN C� -4LH75 BJOANBTAD i1 ►� ,n r) 4LNDo v n s rI �9 9 KANE ,� I G ,o IQ r - i7 � ? - i7 I r, .JACOB®� INC. I `y 7' - D �l_�n� � 7 " Co" t1. l TI - Pv IN I ,r C']NSUL NG E G EE1 CE lfl - - ----- - -- - -..- -- — - - - ---- -- - ---- --- -- _ 22' cST FiARRISUI: L4LH0(o > > {~ i' f SE.TI LE, WA 98M (� — -- Q 5 �� 7- U -- C� - - -- - - -- -- V — - -- - -T — — - ---- — E c 206] 265 - 1185 ,7 I 11/2''OP. x 20 CIA. ME AL DECX a, `r9, 3 5P N CONT. MINIMUM A ' a� v � m _ l9 O �y rx v Cl m t- 0 y S .. U ti N � ZMIN - Q.21J�1N4 'n l7 i MINI 0.21 1 0 1 I h Q n Z 7 V ' - nl 1 1 tO N G 5 CA 5 GIS CA 5CIA -- �J rt f J a ■REVISIONS 7 5G LH 0`� �. 7'-�iq O.C. No Date Item _ -_ ---- - 1 � I I 32 -01/411 } - Hyl 45' o" 45 - (�" a - - - - - � r' � T �0' n gip' l�" *Oi �a !SO (Y' �1 A`1i `fin 01 C2) 03, 4 `5 6 7 B 9 1 2 _ ROOFFRAMING PLAN Project A►ehitett ACJ N Drawn TJP Chocked aP,5 Approved RO 7527. �\ '1 , OREGO�� % t Mgittretlon — IN SHIFT Trnl ROOF FRAMING FLAN 1 (lo _67 Project No. DOIN i; ■SHIFT NO. S2.3 S ' g - — M\ NERSHIP , � 'ON CIRCLE 8T04f,� N1 AM t IIIIIIIIIIIIIIIIIIIIIIf' Ilillllllllltlllll'Il ( III �IIIIIIIIIIIIIIki441TI ! ! ` �.� � I � J.�I;Ioillll.3 4IbNOTE: IF THIS MCLEAR THAD � _-_.. � DRAWING IS LESS CLEAR THAN !� s THIS NOTICE, IT IS DUE TO R QUALITY OF THE CRIG[NAI. $ L 8L LL L qL I L L L tL L i t [rl O�t DRAWirx;. III►IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Ifllllill IIII�IIiI ilil�llll IIIIIIIII IIIIIIIII 1111�i1111;." 'III �II�IIlII Illlillll 111111 III��I��ni►��I�IIIi�►I �►IIII�►�IIIIII�I�� Ii�ll�lll �IIIII►I�I►IIIII►�► ►iI►III�LII�III��I IIIIIIIII IIIIII��I IIIIIIIII I►►��IIIII �� • , 2OFF JUNE 9 1 a90 >. .,-.�. , L — _ :.. WJI1aN9t`alrtsfYa�Ua1.�._.._ WA)SHINGTON CIRCLE r v , r r � If TIGARD OREGON '� _ � ' •. - � - i ( - - i.�� ,,,-rte _ - � 1, ' I The Partnership Architecture Programming Planning Interior Design M 1423 Third Avenue ' Suite 300 y ' Seattle, Washington 98101 (206)-623-4646 + -� , i Ar • - I 'r^ i ALF• �' - . , - ' qAr D ' „ • � , i . a � � • � 1 REFERENCE SY BOL .... �GENERAL NOTES VICINITY MAP 4SHI NGMN A I. M�� l)IIkN.,1DNS ON PIANS ARC f0 FINISH FACE OF CENIFA LINE OF 9. FINISHES, iN f INISHED INTERIOR AREAS THERE 'MAIL BE NO EXPGSEO PIPE. COME COLUMN GRID LINE I U11LtiS NUtED OTFERVISF. CONDUITS. AkTS. V'FNIS, ETC. A11 SUCH LINES SHALt (6 CONUALEO OR iLFRFO ANO I INiSHED, LN.ESS NOIFO AS FXPOSFO CONSTRIN'TION (1N DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE f0 IRE SIX 161 UHAWlNl,S UN t1141.Es5 APPROVED by ARCHI�ECI, ROOM NAMI INCHES f'ROM FACE OF ADJACENT WA-L OR CENTERED BETWEEN WALLS. ROOM REFERENCE 282 VERIFY ALL DiMEN-�lft PNO CONDITIONS AND NOTIFY ARLHITI!Cf (I ANY OISLI ')ILIUS WHtRE 1QUIRLO, 56 THAi FiNiSH WALL SURFACL WILL FTE ri_tM. Q T'sPli►•s✓� NO. 01SCREPANCII`. PROVIDE GAE.VANIC INSULATION BETWEEN DISSIMILAR METALS. EXTERIOR DINE11l 51(1NS ARE TO FACE OF EXTFRIOP PAW[ , DOOR HErEHENCE fl;ItfNCI DO :CNtDULf 2, 1 ALL iiAK 'MAtl CONFIIRM 10 APR ICAHLE RIIL.DING COGS AND iNCE 1ArCOROAN(E WITH THE iREOUIRFMEN OF HEEMS SPA[ BE STAfih I�C A1,A965SErlIAIONATAB Ei. FNgNJ, I N� f AW15. iN CASE OF ANY CONFLICT WHEREIN THE W(HUGS OR STANDARDS -OETAII NUME3E.H (OH 1E11LH) OF INSFALLAiION OR 11+ MATERIALS SPECIFIED 00 NOT EOLIAL OR EXCEED THF Alt WOULI HLOCKIN) SHAM RF Fii�E TREATED. DETAIL REFERENCE Ems./- IiRAWING Nl1MBfH AILIAJIREMENIS OF THE [AWS OR ORDINANCES 1H1f LAWS OR OWINANCES SHAtl O GOVERN. �]�FV1rf ctT1TI_I _ i IONFLICTS 10. FIFE Hi(ITEL'f10Nt IiGII.DING I-1 TO-BE F11LlT SPRINKIERa:D 1NFtOlxiHUti1. 3. QQ�H iT SGALE�RAr!: TH♦E CON14K IONS SHALL (1,E OIMENS IONC SHOWN ON ��p , SECTION ASSIGN I10h NARER) HL ORAWINf AM) AFiUAI FIt10 MEASURFMENTS. Wit IfY THE AR„HIIFCT If SPAIWI ER SYSTEM i.. 111 81 APPROVED BY i4 CITY OF TIGARD V TiCaARD WALL SECTION ANY DISCNfPANCIPS AHL FLOND. FIRE OEPARiMFNr PRIOR IG 1NSTAr,AT19N. ON�GON DRAWING NLWR 4. VIA1111115, IHROL(*tt)U1 14 Pi AN ARE Ai"I VIATiUNS WHICH AHf IN F IRF PROiFCTION CONTRAL TOR IS WI)JIRED '0' RUN ALL MAIN DRAIN L iNF5 11+ t 151 IC ABRHFVIAIIONS PROVIDED IS NOT INTEN(ki TU HE AND/OH INSR_L IUR !fs1 11NES'OUT BFYOW THE BUILDING ; INF OR iC THE FACE OF COMPI f 1F OR IR[Pf+Sf N1A11VE O FUNDI I TONS IiH MATERIALS ACiUAt l , LISf0 '1N (UHH. i44 cviAl t HE NO DRAINAGE a WATER ACHOSS SIOfWN_r �� ANY OTHER Bll i I C L NG SECTION '__ - -- SECTION [IE.SII>fWiT ION (LET1Efi) THE PROJECT. TF; ARCHITECT Wlll DEFINE. THE INTENT 4ANY IN UUFSIION. (ANCRFIt AREA ARUM[) THE NFRIMIIER OF THF BUILOING. _� CAFARO DRAWING NUMBER 5. TiTit QIW NGS�IN�F I CA f 1� 1 I Nf, DRAW 1►1OS W l l L DE GN/Hl1 I t U AND 11 IF M111 l Cl I UN LUNi HAL i UH ;if1At t f RO V Ill F I Rf PRU f E C T I lel DRAW I NVI A'aPANY ARE St1PPLFMINiARY IG SM ,L ARCN11Et ILFAt ORAWINGS, IT S ,I BF THE RESPON IQiAI!ftlll TO 41 I (*TTY 4 'IDAHO Rf(;tAATIIINS. SIBIL.IIY OF EACH r'ONIRffTOR TO CHFLK WIIH 14 ARCHIIECIURAI DRAWINGS HftJRt PHUVIOf FIR IJAMi9Ry .IND ACCFSL PANELS WOR iXKT') ANO A/L FIXIUHF', WHEN THE lWilAI.IAIIUN Uf IHHH WL1F4. ANY 01SCREPAND BFTW6EN THE AHCHIIELrumi PA:,SINu IHHLXxIH A I JRI HAI10 f1411L6URL. REFERENCE OR DATUM 1wD rHE cUNsu[ING ENGINE FHIs) JRAWINGS SHAM HF F1RXJGN1 10 THE • vicinity Mainp NO SCALE ARCHI1F.•E.T'S A1rENT1ON BY WRITTEN NOTiI [CATION FOR CLARIFICATION. ANY PRUVIDf 11f4 rJAMF'tR', Ay Al: SUP11Y AIR AND RETURN AIH CUTLETS OR INLETS Vic bgRK INSiAl11U IN LONFL!rT WITH '•t AHCHi1ECf11HAL IIRAWINIi� ',Halt HF Pt NI T4AIING i Iii RAi10 ASSFMBI If S. fWL'OSURES.AND FdRAI:F'; AND AS THE CI ENATION REFERENCE CUHHFC11`0 By Ill f:UNIRACIOR Al. Hl DIN fXPENSt ANC) AT NU CXPfNSC 10 HtWIRFO Hr fit I THE OtPARINEN1 (0t) . HRL E DIGIT NU'kIF H, RF F I RF NCE THE UWNI H LIR ARCH 1111.1, I IXter1A RW A f HINOTOII Cd1N�T�', QAR*A CALL I S G N - I ► ELEVATION ORAWENGS G. COORDINATION, EACH ('ONIRN-,TW ,HAI! HE RESPLVCIR4 f-ON 40 (CATION 11. WFAIHfRPRIXA 1411 Al: E:iEHIUII WALL IIIN1N6.). ILASHINIJ. LIJUNIER FLASHING ANT, PARTNER H I P AND COOROINAIION WITH f)ltHN LUNiHAl10R, 11 ,1I.UHF GNAW'; IAN(t 0i EIfF'MGiION J(IINi', SHAII FE ',(*1 IHUCit0 IN 'AUH A MANNFR AS r0 MAKf TI+M DRAWINGS AND :;PFl:lf ICAIIl1NS, AND THE (k:CURAfi LULAriI'>tV a SfRuI:iURAI WAIr41dNl1lJl , I ARCHITECTURE NEW RS AN; OHNJNGS TON Mf CttAN!fJN , r ECIRICA,, STAIml,. Il f VATIIRS ANL FII VISION REFERENCE \ �,~ SEF 1 f TLE BLOCK I OR M114:1I LANHVx 1(Jl11f`41 Ni. INE Jim I k* UH 1W 40ANYI VtH�rCAL SURFAI'f', �AAt 1 BF H A;,40 ANTI PROGRAMMING 1."I I M t ASHI iJ IN A MAW H Ili MAKt 1 HEM WEA1H#RPRi1UF. PLANNING REVISION. (1h1.Y M05 i CUN i HAL I 11H', `rYY,! Vt I1 I{ Y ',!.'t 5 ANl l I 11LA'1 11N!. OF AL l t1H4 N t Ht�' �Uh INTERIOR DESIGN 4CENi RFVISION SHOWN (1()JID WCHAN!CAI 140"N' WI IH MiCHANI(ty ((MIIRA(.1JI+ AS Wttl A; .ti(;P le. IHI S19 Lit 1i.AIIl1N:. Alit n I'AIII IN IHI�LLIITRACI. IIHAWINOI� 414NOVI li NY ARCH O, 11141tPRULi f UING WITH 111 WI)HM. ", 1;1. 'INANI 1M1", ;f MINI', ',,tAli Hl CUN1lX1Rl llloFR 5EH'IRAfE PF HMI'. W S I IE S ANI, t t K A 1!INS OF At I f4(HAN l(N NORTH REFERENCE ` I:oNIRAL:r(>.,�, ;+ t vtHlfr �• � , 1Nl'.,IA�At ILA NI tWI!mi)l UJU`IF'MtNI HWIANtJI N 1*1 H`; yt4I,ORI PROLlEOH U NII,NWI 1H THF W!)ftK. 7. EXITS, At Ell I •DOORS ';HAI I Hl IIPENAHIf FHUM If# iN'',IOE tl IHOIJi UJt - _- --� - ----- --- --- ---- --- - -- -' - OF KEY (ill ANY SPI L IAt KNIIWI I!DUE OR 14f(941. Pl__ FAIL UMBER 'SNU NUMBER ? ALL IXII SIGN'J '4ikI HAVE Lfi10S B !six) 1NCHE5 H16H MINIMUM. ANO --' -- --- - - DETAIL MATER IALS .,HAD Uft OHM WI IH APPL ICARt t (00f S. RLI F R 10 TFNANI IMF'R M MI NI 1423 3RD AVENUE DRAW , ' X11 ;: ION;. �,'...� SUITE 300 -T"-- - - -- -- - B. C1 A/ N;,, 'ITIS PWALI (:ONTAi NG THP' Will. BE SEA I_ ' ASHINGTON 1 1 2 3 4 5 6 F L Ok HAI (A A/I Nt; ';I ANTI ' SUK RF 98101 , RF'iFMIN`.,IUIt I UH AOt)E E F E>tAliNG (206)623.4646 EARTH QUARRY OR CERAMIC TILE VNill ROCKING CONIIN1101'S BATT IN_A.A1{(14 SUROAT1RADIUR FINDS LJWNTs N()T IN COW 1ANCF Wlltl t,. rai isc,a varT"L"s"t� 7 B 9 10 11 12 Im STANDARD. OISCRFPANClis fO Tilt ATTFNT10N OF 1Hf GRAVEL r s PIASTER ��1 mull Til(1(,KINF, �>!!IM qIG AR(.H � i Willi 13 14 15 16 17 18 � IU INr)IJI A'I(A WILT B EN EHIAINED CiAIM", I Oh f XiftA`. I I)H fONPI WING =CIINSULTANTS CONCREIF GYNSUM WALL BOAHfi go WOOD IIN1SH [ _7 METAL 19 10 21 21 23 ?4 CONCRETE BI.OI;k 7C METAL STUD II YMOOII ACOUSiICAL iILE 1 I �_.�J ABBREVIATIONS - --------------- r BUILDING CLASSIFICAi10Ns PROJECT. .- __.._. _.. � EAM G ANGLE (.> AT ON. DOWN ,IAN. JANITOR R. R1SFR DP. DAMPPROOF I NG J`.l f . JO I;T R.A. FRF TURN A114 4 CENTERLINE 01"R. DISPENSER JT. JOINT RAD. HAI)iLIS C CHANNEL UR. DOOR R.R. RE S l I.1 EN f BASE' I. APPLICABLE CODES PENNY U5. DOWNSPOUT R. i , RESILIENT FILL L PERPEND[CIA AR U. [, DRAIN TILE R.O. RF](T1 ORA IN a, Uniform Building Code-1995 with State of Oregon Arnendments K 1 f(;1 IE N l b. Uniform Plurr+... Code-1985 _ THE CAFARO C'1MPANY � PLATE. DWG. [THAW I NL; K' ' ' , # POUND OR NUMBFR Ktl. KNOCKOUT REF. H..FE.RE NCE g ( n GWR. DRAWER RFFL.. RFFI TC,TED C. Uniform Mechanical Code-1995 i Ill V I _ �__�f f R ROUND Kl l . K]CKI�I_ATE I -1 - SQUARE REF R. REFRIGERATOR d. Uniform Fire Code-1985 e. National Electrical Code-1994 ! One Bellevue Center #350 Hf G. kF G I S )FR 411 108th Avenue NE F. EAST Ht INF , f. Barrier Free Facilities Code: AI4S1 A117.1-1980 Bellevue, WA 98004 EA. kACH LAM. l_AMT NAiF (U ) R[ INT ORCINC� E. JT . 1_Xi�AN':;ION JUINi I. AV. LAVAIOPY RF Q. IR170iIiRFD 2. SEISMIC ZONE: 2 ^ T 1 (206) 645-3212 A.B. ANCHOR BOI T EL. E.VA I i ON I .11. l_LF 1 HAND RF V. HLF V I:)ION i 3. 4CCUPAINICYa B� f 1 , 1 1 I - THf- CALL l A/(, AiR CUNDITIONINCt L. Lr:NGTH. TONG R.H. FRIGHT HAND ` )N PARiNERSHIP LTD. ELEC. LLECTFt1ClAl 1 RM. F2GOM � 1473 IHIHII „ ACOI JS. ACOUS F I C A( FLEV. E-! EVATOR L .l . LIVE LOAD . 4. CONSTRUCTION: V-N WL LY SPRIN LERED) SE AT Tl F. L) AVE.AV NG10N 9A101 ■REVISI AC. T, ACOUSTIC TILT LT , LIGHi IJ, Ii. ROtlLifI OE'ENING 673 4lF, SNCL. ENCI.OSF(UREI A.D. AREA DRAiN ECT. EGIUAL I_ll LINTFI R.O.W. RIGHT OF WAY S. FLOOR AREAS: 646 ADD. AODFNOUM r LVR. LOUVER NO. L)ATL ITEhf -- AC J. ADJACENT �-OU I F . EOII j PMFNT C�E�NE ?AL_ C;(�N Tf�1r TOT; ;3 e`'i4 THL ;HFR CONSIRUCI ►iJN CO. _ ESC. ESCALATOR S. SOUTH � � rL1.C. �--_ AUJUS. ADJUSTABLE r t c WASHINGTON 98052 E:�T . ES1 IMAM S.C, .,OLID COR._ - BN.E. ------------ -- - AFF ABOVE FINISH F( OOR V MAS. MASONRY NI•C- F(EOMONiJ, EXCAV. EXCAVATE SCR• SCHEDULE 455148111 AGGR. A5GREGATF EXH, EXHAUST MAX. MAXIMUM S.0. STORM DRAiN Maim Flewtr KI♦C. ' EXP. E X P A T INC,i U N -------------- AL. , --------------- ------------------- ---- -_ - - ----- ALT. A: TERNATF EXIST, EXISTIM.C. MEDICINE i-Af�1NE' � SEAL, SEALANT +etel AL. , ALUM. `ALUM I NUM ME CH. ML CHAN I C(AL ! SECT. SECTION S T R U C T U F� E_I V�J I Iv f i�NULR;I N, is JORNSTAD, KANE. JACOBS, INC. O ANDD l ZE:D MED. MFD I UM SN. SHELF y►+aPu 25,436.42 s.f. 2?_B WEST HAFiH I50N EXT. EXTERIOR SFATrLF,' WASHINGIUN 98119 APPRG,'. APPROXIMATE MFMB, MEMBRANE SRT, SHEEP Project Total: .� --� � � 285 1t85 ARCH. ARCHITECT MFT. METAL SHTG. SHEATHING j 25,436.42 s.f. ® - -- - ----- ---------__..___ r.O. I.C . FURNISHED BY OWNER MEZZ. MEZZANiNF FIM. SIMILAR -'� 1NSTALLE BY CONTRACTOR J 6. FIRE RESISTIVE REQUIREMENTS - ASf'H. ASPHALT MFR, MANUFACTURE (R i SPEC. SPEC IF 1i=.AT 1 JN -. _,.,�� ,1(� l 1/� T /�I I r FON. FU�NUADRANN MH. MANHOLE SO. SQUARE --r1 -- --- - t.-�. ` I"IC: �,f'll i� 1 C►-il_ � L C I R 1 ��__ NoWFRIBUiEoiN(NEEr31NG -- -- - - ----- f3D. (30ARU M MINIMUM ;.,, SERVICE SINK 0 � FE FIRE En_i i!Gl!I SHFR MIN. M _ Z I - -- _ ---- - -- - - 9ET. BETWEEN FEC 1 ]RE EXT1iJGUISNIR CAL[NET "' L . ISCFLLANEOU5 S. STL. STAINLESS 1')`F I'_ C. Electrical Rooms: I hr. nI' 1 ^ (_ �'O SEAtTLE. WASHINGTON �81Pi BLDG. BUILDING F.F. FACTORY FINISH MTD. MOUNTED STD. STANDARLi �•. d. Exit Corridors: I hr. E I V�) ) I V i._ t t \ (20f,1662 6452 - - - - BLK. BLOCK MTL . MATERIAL STL. SM!, FIN. FINISH(ED) MULL. MULLION STOR. STORAGE ~ LK BLOCKING FL.R. FL001-i BM, BEAM I-LASH, FLASHING STR. . STR!Jf:T. 'STRUCTURAL. B.M. BENCH MARK I-l.UOR. FLUORESCENT SUSP. SUSPENDED [, BOTTOM F.O.S. FACE OF STUDS N• NORTH - - BRO. BEARING N. 1 . C. NOT IN CONTRA(; f -� - -- F.O.C. FACE OF CONCRETE NO. NUMBER � . TRFAD BRZ. BRONZE F ,O.F. FACE OF FINISH fUWEI_ BAR 6SMT. BASEMENT F.U.M. PACE OF MASONRY NOM. NOMINAL I .R. , B.U. BUILT IJP FP, FIREPROOF N. T .S. NOT TO SCALF T.C. TERRA COTTA I OWPROVALS -F [. FOOT. FEET TET.. TELEPHONE TEMP. TEMPERED FIG. FURR D, TFrtR. TERRAll(1 � � �/ c SMOTHERMANETINDALL_ CAB. CABINET FURR. FURRED, FURRING U.A. OVERALL TI X. TFXTIIRF( D ) C.A.B. HUT. FUTURE O.C. ON CENTERPRO C.B. CATCH BASIN O.D. OUTSIDE DIAMETER 1 ' bG• TONGUE AND GROOVE APPROVED FOR CONSTRUCTION CEM. CEMENT O.F .R.O. OVERFLOW ROOF DRAIN THK. THICK(NESS) CITY OF TIGARD --- ---- OH. OVERHEAD THRESH. THRESHOLD DRAWN C. CFR. CERAMIC GA, GAUGE T. JT. TOOLED JOINT `��r�'_ SI ADURLSS, '' DPP.H, OPROS I TE HAND � PERMIT NO. �- CHECKED G. CORNER GUARD GALV. �:ALVANIZEU CHAMF. CHAMFER G.B. GRHR BAR OPNG. OPENING TKBO. TACKBOARO 13Y_ - •f%' TITLE • � „ C. I . CAST IRON GEN. GENERAL OPP. OPPOSITET.O. S. TOP OF Sl_AB - -. __ _ _.__ DATE , C. I .P. CAST - IN-PLACE(CONCRETE ) GL. GLASS, GLAZING 1.P.H. TOILET PAPER HOLDER APPROVED T V. T TFLEVI F V 15 SION --------____--- -_ _ - - ---_-- ---- --- . __ , CIRC. CIRCLE OND. GROUND ----..- ----.--.. -- --- -------_-_--_______ _ -------- ___ --- ------ ---_ --- U ,�``�� I,. JT. CONTROL JOINT GR. GRADE, GRADING PASS. PASS;ENDER TYP• TYPICAL I NDEX OF DRAW I NGS __.-_- ____-_ _. CLD. ! LIL_[NG G.W.B. GYPSUM WALL BOARD P.E. PANIC BAR LINFIN. UNFINISHED LEC,AL DESCRIPTION CDH. CLEARANCE ) GYP, GYPSUM P.BD. PART iCI_E BOARD _.-.----- -__ _____-------_-_--___--.- N.� r ARCHITECTURAL --._ .__ - _ C.M.U. CONCRETE MASONRY I,NiT 5.F.R. C. FIBERGLASS HEINFORCF'_D PERF. PERFORATF(D ) UR. URINAL - ----------------_-__�_-_ _� _____. _-- -------.-_-. --- - _-_-- ANTHONYCAtIJsoN i CNTR. COUNTER CONCRETE PERI . PERIMETER UN(' UNLESS NOTED COVER SHEET Parcel 2 N,� a 7 ...1 C.O. CLEAN OUT Pl-. PLATE OIHFRW15F A-0 INFORMATION SHEET Description of a tract of land situated in the S.W. I/1', Section 26 L' CUL. COLUMN P.L. PROPERTY L INE 1�1. Township I South, Range I West, Willamette Meridian Washington County,, CONC. CONCRETE H.B. HOSE BIBB P. LAM. PLASTIC LAMINATE *}--- OMIT Oregon being a portion of that certain tract of land described in Book 9 ��.^/��• ,��V CONN. CONNECTION H.C. HOLLOW CORE P[ AS. Pi_ASTfR VAR. VARNISH A-2.2 MAIN FLOOR PLAN Page 727. Recorded March 16, 1973 and a portion of that certain tract of V( Q YEN. VENEER A-Z.3 ROOF PLAN land des.:ribed in Book 439 Page 755, Recorded Jan. 17, 1%1, Washington CONST, CONSTRUCT [ON HD, HEAD PL.Wf_). PLYWOOD A-3.1 EXTERIOR ELEVATIONS, BUILDING SECTIONS follows: Deed Records, said parcel of land more particularly described as ION CONT. CONTINUOUS HDRD. HARDROARU PNL. PANFI_. JEST• VERTICAL ( A-4.1 WALL SECTIONS Commencing at the initial point of Ookbur " CONTR. CONTRACTOR HDCP. HANDICAPPED PR. PATfR VEST, VESTIBULE wiD 1 crGT.�u.r ° g , a recorded plat; V. W,C. VINYL WALL COVER IN( - OMIT ? thence South 89 40' 24" East along the North lime therof 458.37 feet to CORR, CORRIDOR HDR. HEADER PSF , FOUND:; PER 3GUARE FOOT OMIT a point in the West line of a tract of land Recorded in Book 245 Page CPT, CARPET HOWL. HARDWOOD PSI POUNDS PER SQUARE INCH C 639; thence North 00" 12' 53" East along said lin- and the West line of ■SHEET TiTL C.�MT. CASEMENT HDWR. HARDWARE PT. POINT A-4.5 DETAILS that tract of land Recorded in Book 576 Page 196, 1983.00 feet to the C. T. CERAMIC TILE H.M. HOLLOW METAL_ P. I . PAVER TILE A-4.6 DETAILS rrYo+t Westerly Northwwst corner of said hook 576 Page 196; thence South INFORMATION T W. WES 'WIDE A-d.l STAIR PLANS SECTIONS AND DETAILS 87 27 35 East along the Northerly lir, of said tract of land 485.00 CTP. CENTER HORIZ. HORIZONTAL P. T,D. PAPER, TOWEL DISPENSER W/ WiTt, A-9.1 DOOR AND ROOM FINISH SCHEDULE feet to the point of beginning: Thence North 02° 32' 25" East 376.88 CTSK. COUNTF_R SINK HR. HOUR PTH. PARTITION W.C. WATEF' CLOSET feet; thence North 87 27' 35" 'Nest 80.00 feet; thence North 00 23 08�, SHEET CU. FT. CUBIC FOOT HT. HEIGHT P. 1 .R. PAPER TOWEL RECEPTACLE W(], WOOD �U-TEA� Fast Shen feet to the beginning t a tangent hence foot radius curve CU. YD. CUBiC YARD HTG. HEATING PVM,. PAVEMENT right; thence along the it of said curve 109.78 feat through n central r HVAC HEAT TNG/VENTILATING/ WP. WATERPROOF( It`��)W/o WIrHOUT S-0.I GENERAL NOTES AND TYPICAL DETAILS angle of 31° 55' 53" (the long chord bears North 16° 18' 05" East) 108.37 AIR COMP i 1 I ON I NG S-2.1 FOUNDATION PLAN feet to a point 49.00 . feet Southwester) t DBL. DOUBLE W.R. WATER RESISTAJT S-2.2 SECOND FLOOR FRAMING PLAN boulevard (said Y of the centerline of S.W. [-.all point bears South 32 16' 01" West radial to said stree-t); (. H. W.H. F{Ol WATER HEATER Q. T. QUARRY TILE S-2.3 ROOF FRAMING PLAN thence along the arc of a non-tangent 621.62 fat radius curve left 72.30 D.L. DEAD t_QACWSC1. WAINSCOT DEMO. DEMOLITION W. . WEIGHT feet though a central Ingle of 6' 39' 5!" (the Zang chord bears South 61' DET. DETAIL' M.W.F. WELDED WIRE FABRIC 87042 JULY 13 187 MECHANI D.F . DRINKING FOUNTAIN I .D. INSIDE D I AME TFR 03 55 East) 72.26 feet to a point 49.00 -feet t fight of Engineer's --- --- - ' 7 Centerline Station 316+08.52 P.T.; thence Snaith 64' 23' 50" East parellel PROJECT No. DATE O.H. DOUBLE HUNG J .P.S. INSIDE PIPE SIZE -0. LEGEND DETAILS to the centerline of S.W. Hall Boulevard 499.89 feet to a uoint in the �SNIEET N0. Q i AG. DIAGONAL INCL. INCLUDE OMIT most Northerly West line of the lands described in Book 576 Page 196, D I AM. M-2.2 MA114 FLOOR PLAN DIAMETER INSIDE... INSULATION � � aforesaid; thence along said line South 01° 03' 50" West 313.09 feet to an DIM, DIMENSION TNT, INTERIOR CWtI -' _ anile corner therein; thence along the Northerly line of said tract North p DIV. DIVISION INV. INVERT ,..p 87 27' 35" West 475.80 feet to the point of beginning. A-0 -0.I LEGEND, NOTES AND DETAILS Containing therein at area of 205,993 square feet. ( 4.729 acres, more or - LAN 1e 1 •- ..: .y... �µ:. ... ...:•a., ,.-.. �^ a_S'Y�� y,... - •,.'w1�M•. � _'..ADM,'_• nl°• ��d:.fr...�I:N•'Y.�M' ::._,y,. ` •,-,. rv..• ... _ - _.... .. _.._ ' . SITE ELECTRICAL P ss� .1 E-2.1 MAIN FLOOR PLAN ' Illflllllllllll IIIIIIIIIIIII I fIIIIIIIIlll1 ! 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RM. �oTTOM �_ —_ - 0 � I - - T Lam-I _ pIG�7F _r -- --- _ �.� .. 9-W � 3 SPRINKtrEr1 RM. _- - -- - 10, �N Qa _-_- E COR DOR I _ NTS-MAIN FL OR #' I - --- -- -------- � D,5 D• Q2 PG, Go)JGI 1 31 � '. �� -F F OUP01 :(0' ©F LC�`IG, P' D I'•� _— ■APPROVALS Ly r�•eV�l _ F•,1 T_INDALL/SM THERMA'N I —� Project Architect w I Drawn- — � Q- Checked I Approves .� I -- ' — GA�Ir�P`( REFER --- - -- J 451:91=- 2 PLAN N �w 4Nih,)NY CA LLISON l 2S�ole 2,��011 zgi• �lI Loll 1 23 3,11 .� `p4h -o 4I � 11Y I 'I OF30p �V V 4— - - - -- � - - I.IN� To C � _- _-. ___--- — -- - __-- — _ -- Regist►etionv-- 4 J 8 9 10 ----- — 11 1 ■SMEET TITLE RISCMAIN FLOOR FLAN i MAIN FLOOR PLAN 87042 JULY 19, 1"7 r IRo►ect No. ------ — Date ■SNIDsT Nu. ea�Aei A r..wwun a, A-2.k COPYRIGHT0 198 TME CALLISOIV FARTNERSMIP ----- �..� -. ._ -... ._-.._'! __ _. _-,,,, ____-...-.---w��.w.........rr••�+.r..-+-+••.•.�•�..+.�.�rrrr.,.�t..�. .yyr�+Mli.Wr++.n..+r•.......:.. 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DESCRIPTION P-1 TO MATCH PARKEF, PAINT, #5341W _ -- —-- - k- pAN&I.Fs — ---- - - _ - - -- P-2 TO N.ATCH BENJAMIN MOORE, #ET-65 Tpp O� SLS$ tom., - �---17-- _ _ - _ -----____ -- _--- - .►� � - MATCH PITTSBURGH U PAINTS, VALUE MIDWAY P I BETWEEN; #2638, PREDAWN G 03639r, SEA FOG. - -- -- - - I P-4 TO MATCH AMERITGNE, 01H46F, COCLA WHIP OPO - - I -- -' -__ _ _ ___ P-5 TO MATCH AMERITONE, #ID42C, H&*&k Z •�O ___- ----- --- ------ --------------------L— - P-6 TO MATCH AMERITONE, #IM41D, OTTER GREY - ?OP =� �!�1J�6�L. (SEMI-GLOSS) 1 r nFIVISIONS No. - Date Item____ — " -roPot+ p .P�-r I -atz+JeR1 - - - -- ------ - -----. _—__ I 'rOP OF p�A•P�'r �Zgti�7�tG1-►Cf*a►1. I�+D,� / a 17i� L.' ? WLIAN-L.4 Oro GL. 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I The 2 A"' 7C, !s. N, ,G. • �rnw<fr in.,a n,•5GE �rx�eJcT. ,�' --3''CONT Callison - -- I �- - I } Parthership 4a?L. GO6., -�E bp'f' CAI�IOIa�EL, I -5 YGT, C•� IE� 3 3 �I gTQ•JC�'f 2'1°1 -Llv _ I )� -� Programming —4-f ' .GO Z I META. . ACCENT t+* N - g I i I fv�ID I I 1 f i d niterior Design 4. p I• I. I I• ,.I -rD I I�� III all �} LES. l., � I I AR cA o I I - I I i� A` I I k _._.-- I(� I(� GONG, GOA, P E•��D I�.I � �; �7T1.,GOA.,•�E G!'i�t1G'1! I _ iI i =� 1 ( FU"'UIZE S"G7REF•{iONT- - -- I � ,. 51$11 T-rr ,� c�,� a - �j•11�IT1'�L'}'IG PEIZ 1423 3rd avenue _ � Suite 300 I,ZI.O iii I1 � Q I I I I I IST�M Seattle Washington (9206)623-4646 l I I ( I The Callison Partnership _i I ■CONsuLTA1i TS 6LOP /•� - t'. f: ,.6._. '',n.' 1,: f�.'G ',jr, .n• ••SL'N "-1 y .. 4'r' X, .'{j �"i 0� -_- ----_ ___- --._ _ - TOP OF .o - — -- - - -- - - - - ........... 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I i I1 AI n[; �`�`, I I 1 - /r1 - 3 I V 1 J I I -4• Registration -- J L - - - -- - - - - .J L Gv�IG, 1' L.IL- I G•Ci. �71.�►�OfJ - -- _ - -- - - ITT T r .I- _.. _ 7 _ - - - - r 4 . ■SHEET?IfLE K — �` WALL SECTIONS r WALL SECTION AT RAISED CANOPY WALL SECTION AT CANOPY WALL SECTION AT CANOPY . 19 21 -�� I II 22 I/all : '.p I 1 PTO, D"114 `I = 870419 JULY 13, 1987 WALL SECTION AT PRECAST PANEL •sHEETNO. . 24 -•A.iAIM A.••.•WI .•h. SS 7 COPYRIGHT®l" TME CALLISON M"N a M► w: WIN iiilliiw�-- of pw pn `' "zYa"i�":(}�,'"Ntd. 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TIGARD, OREGON D G I I-ai t3Y Lr�r1vH TQC, Z Z I Lo y �/ �` ` � G, /� I /SII � -r'�P aaoF�N� 5�5r*EM The "fT Or..r-��i GI OZrV ---- -- -_ --- ---- __�, -1 - - - -- Callison -T-6! xewr-I� S-� �! t��l l.T.�P ROOF rl[s ON CL.� 1�i°(�' I � Partnership `col:w4? -+ ^P Architecture x � \ Programming M�• DEGIL- 1 © ` i�fE? D6Gk -- - - - I- o M�P�L. DEG Planning la iior Design S I 6 � •�, t ___----- dPLN LJ Gg G Jpl Yf'•SEC cdT�t�Jp-f �SfaE • 10 � l�IZ^I-�IINC�-_._ _� _ GIP,DGR, 1KV OFCf�Jvp� __ .I • -— - T23 3rd Avenue-i��:S• .� _T,O,S 1 - - - _ � �. I site 300 Seattle Washington l 01 FAGC. OF (206)62316e6 N II `�• P -SEE Y'�JC�r' I X12.0 I I IM .t p. . G \ I2 O I Nle,Gl.(i Th.Callison Partnership HIT, N• I,G, - �Or,OG Com( ----� _ - ■coNwLTANTS s� Q= I 41( J► COL• 1 - r - -- -- ----------- - w lip II N N q I _=4 ------ -oro 3 ,2 1 CfAL GJ'U� G II Y oG. O F 04J10 c 7 o5;6u Cx-f Cffp --- SHewTrI I we i ON 11Q -ci ?-rP. 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Mar, I 111, 0 1;"1 1 11% 4yrr PPPR 6-A w /' I I V c, , I , 1_�_ '�� II.. _ � ''�l�it, iJ J� I ''.t, --\T ! x \�. ,;\ wn c�.rlr�•T�GuPPI'si� Lore 4::�Rvur ,IV 4, ra R TII w/ 6K&I U TO eovvior PoL.I ILI 444 H e.0&cp - SIM j A t-I ep RA9P 14-oUL.AnDi,4 1W THE eowwmer cp, ro I-01 CALLISON L K.I_ PE" POR !W PARTNERSHIP OVERFLOW SCUPPER EXT. DOOR @ CONIC. PANEL 2 ROOF DRAIN CANOPY 3 ISOMETRIC4DETA ARCHITECTURE 11no s 11. Po PROGRAMMING 0 DETAIL PARAPE PI.PNNING ) ,PARAPET DETAIL 13S.-I.0 401 -IT, INTERIOR OESIGN e.&L7 -1v14#vFv&_K PLAN m I- 6APIer 94TX 'CA4T-, t-16resu mp- FF Iv' PAETAL- FLtrJM FROPIrr. 'Ale L.Po iNI 4"H. mejow, IDANEL ALA LJA OF 1423 3RD AVENUE 00 1 A" -40 ITW SUITE 300 1/0 SEATTLE WASHINGTON VV P_X P -1 1 _� 98101 0 LJPI OF CA114T (?061623.4646 MP EZkoE- I H1 I,At L I SON PAWNE A!. IP. A CiNPINA I 1,N r� .� ?KF_ FeWINAW IteAI vI. UZM tj6JILT *?r MI,' % AN TS e2r V*.LV' MA 96A* LEAP FLAhHiNu / DP4t. 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G�1•JT �.3 rc fir %4 I 1% 0'4 R PIP rOui1'os E mss'•v"9 �( ftA14• �' ras•rti, _ -_ -_ —_ � • ' , PLUG, E+.Iv pF Pasrh s 471-v'W, b", F D. --_^ �� t•+A u DRAT L - - - --- - — - MA>><, <�-\ - r N IW T, ICAI L- 'TL/P,_ lo ej rmT U R IJ ro C�b C� - -- - -- -�� - °I WE -- 0 , p I " �I Fr,t �I�nrfnN �D O b.7 /Z ^ I ` �s- / I' /4'I !h �sTD. ° •.. I 1 �M�fsWlsep �► ---- ° O KIS lalw �� L MR IWAI DETAILS aq 4E`TIPW14 Qy •YfL,hTRI�I!•,E,R - - lI b! p c° HAIJDRA.iI. cv 4 PL A WAP � .� `.� PDR yrRUG, ID CA� 1'-0'� �' N GA.! S'-C N 9'd, M GLq'iU1�E '�" C0►-1[„ '-CONT'. �(�sM�J.'/4u �I D� .-..� c•e I 1 ALL AROIJwD - FILA fur 4r FAIR LA►.I7N4. " EMD I►J, ' • o• pe. �-LAM'I�JArhD Rt1iDER 1 D- Giv1t•K &L,,M r-e�t - -L 3 K4 w'/•t"�c 0'•4" �GOu6, l�1IIJ`. ° o b ,, p. ,� 87042 - _ JULY 13 1917 _ __.._-..— �T_._ ----- - O% \ PROJECT N0. DATE -- - - - -- T'►'P,' �TAIK �' HANDiZAIL _ _' _ .__ - �uM�rt ► 1�R. -- 1 G+UA I L d LANA WI.4 TYP. TREAD & RISER DETAIL, 2)2HANDRM.. 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GIS , I�aw,.� Psrr{OIJD - ' N PIzO�/IDE ✓JEEP HOLE-dip y �� w" 258 .0 Ga PrJ , &04&. * II - ToP or �a \ 61P 'CO II g'I _ �►a 0 i _ 1423 3rd Avenue IV Suite 300 Seattle Washington 98101 (206)623-4646 The Callison Partnership Gt��G W�� ■CONSULTANTS SIJ . � FILL-� i DRN N •"rte �/{�0.� ,uo�h FLOOR PLAN—EXTERIOR m SECTION', EXTERtOR EXIT VAIRS EXIT- STAdRs '/4•I'. I!o'' $ '/�.I': I of ■REVISIONS No. Date Item ■APPROVALS TINDALL/SMO__T"ER_MAN LI 6 y/ Project Architect m r I v Drawn — —_�— ---------- pP.0 N 0 -- Checked LOP • — Approved- N ANTHONY CAI I iS( NOi S'P R 11 I��. 1 GI•G Y •41- �►I� Q d. " _ - _----_- �Mr, '3T^.I Rib � � �V - -- - o� ,e• _ - Registration h r i:•MEET TITLE STAIR PLANS,, SECTIONS, AND DETAILS yi4 v Ir7042 ,tL,�tY 13, 1987 Pro'e r . I `''� ✓ --- � ct No. Date j PLAN--EXTERIOR EXIT STAIRS', m SECTION-4EXTERIOR E IT STAIRS �: ■SHEET NO. 1/4 II , 11-nn214- - .-- � )) � t/4M• 1�-vp � l (/J�� COPYRIGHT0198 THE[ALLISON MRTNERSHIP ..+.enwir _ _., _s1c..un+Di.. 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""• "�'►. 'r�.�"1.y.., .y.�jp �,� � � ;�t�.�c.t�'�9WPa'� � x.. ��,� r�� " .�rr >�@�i�,�M ��.. �(�?�T_ �+�4�,� .�+w�.•�•t��s... �^�1!� r�� .,.�, �r�, .r.M .. s. .��. .. ,.. .. WASHINGTON - CIRCLE I i DCOX00IR' SCHEDIA.8 I POOR D0011 THRESK w... 1 �"�Fer'•. NO. 81ZE tOT EICW 8A8E, rY�V..1.8 ii�AAAF�C& MAT. Y� MAT., 'FiN, F�A[� i�lAM6 MAT. DTL. R1111� l3Fi()llP '�� H,M r Al WT h PWT 1 ISIIM•G QI MIIJ, b Y WI►iJT' G,OIt1G,- GM�J ! rI►li.'T _ ,M. PAi 4-r IIA4,4,1LE b�i►�.G Y1'II M l p- S PR.'�lo x;>•.o I'y4" b H.M, Pr►�Nr _ µ. M• SAINT t AA,S 1/.%4 ,5 x.L, j4AA& ex f 101111% tx-r -tit,-r- ur, N0401, •,G-f.i�_— ; TIGARG, a• 4' ), -7 I'1'4' M rkii4of _ N n 1�.1►.rf 11�,4,4 VAA uv moo�,•,� I I OFtiAEGON 9. 41 rc,r!►'-v''>s7• - I? 41 O"r�j'•D" 1�4" G H.I`1. PJ►11JT N,M, ",oi)JT H.M. OR - �1tr. 7,16T Ur \ D•e4.3 rK'b'•D"X7• y,._ 1VA D H M, RWi► Tl - -_ -- D- PR 'i'•OrX7.O , ;y�'4' D F•! M, pylN�• -_ �1 !•>� T• f'Ic. - QST. TILT JP' ,may The OA _ Callison _�•,� _ 4 �l�f�rs,-Faa.r►�-r.,1>• sa.ls_n.ur �'i�,,�,+�, �y.(N D-4s rR�'•�''tt7'•/" I' '' D H• luT _ 1 HK y►'��R LL h'R•- INT. G �/,b. - -4` Pir; Qy'•p�x •- " IIJT N,M. rAIWT ZO MIIJ. If $,CIT At. - 49MR, Partnership(iM_U — P Architecture — -- - - — --- -- — Programming Manning -- L interior Design -t--j I T -- - — - — 1423 3rd Avenue —-- Suite 300 _--- -- .. Seattle Washington I "101 -- — %206)623.4646 1 The Calliton Partnenhip —� _-- — —_ ■CONSUUANTS __ — -- -- — -- Fi00M FINISH NOTES DOOR SCHEDULE NOTES DOOR TYPES NO SCALE (- FLUgr HL.uNi+ r rLIJ�i H `7`_7 17bpR DOOR � DO/R • ■REVISIONS No. Date item 0 em EC D ---- ---- ■APPROVALS Project Architect ANTHONY CAIUSON C • ^ACS`,. OF 4 ■SHEETTRLE DOOR AND ROOM FINSH SCHE DLJLES 1;, 1987 Projekt No, Date ■SHEET NO. A-9P1 Wa11M A.64L OWPUM M. M op I OOPYRIitrt•Mh T►IE GaLL1StJN RiRTf1ERSHIP �M-t,:ll...\:��w .'tifi," .� -. 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DRA�I[NG. 111111111[1��1��11,lllllllh�l�,l►l�hll►I�l��l��u �!!�� X11111111 lllllllil 111111��1�l��lllli I�I��II�IIIIIIhIHri� Ila,��lllil1111 llllliul lllll�lfi u1�bl�Iilmllulilu111111 ullllliillilillllllil�llilliliil111111111111111 uulllll ulll�lll 11111�1�1 iuill�li Nllllllllllurlll 301( JUNE 2 1990 .......s.�.......... o,....u,...,.....w..r.er n„•,,.•.. •ter,+n.,,m,rr:nrwnm�!94�1•s,mnmrs . ��:,L'kY...,,. .�.:Fuss � r. .:.»,^_.. :.:,,�s�l•r�aFewAIII1Fsaf�lYl7+Ta�'��I�F'+e�a+wrtrtx:... a«�ur!�. ..�rrrr'w - . �. `•'' -�--`--.��•-.- -�..,.,� tis �..t .,�... .. , iii.: 4A** y�. ;. .. �' r u.. .k 1••..,. ,u< .. .. u.t �+�.�:.:: "Wr �'n'1��ssr��^s. i �'r�nr� .µ •, + 2 saw (68.40) x WASHINGTON 3♦ + NOLI:$RN I AZ" P��N L JaNT BIRDER ' ST It �2 GENERAL STRUCTURAL NOTES CIRCLE C15 FLAN61 = uE .JL 4�4r3/8 AC 0 1 " 4r 4" 4" � ,• ' T y-- ti rc► I• -� - -- - - _`�� THE FOLLOWING NOTES APPLY UNLESS INDICATED OT4FRWIft . TABLE ! "' s~ �'' �' - • CODE: UNIPRORM BUILDING CODE 1485 EDITION' �• 5 SIDE5 1 -P�" wl2 �N' w �, I • VEAM SIZE DOLTS N0. OF -1L 4m,4 " its 4 „ Q a, • • I DDSION SOIL PRE88URC . 1,500 PSF MIN. DEAD t LIVE LOAD FOR 2 FOOT GOL UMN DOLTS WLR AND I(o" WALL FD0TINC"5. INCPKA,SE BY 500 PSF FOR EACH ADDITIONAL FOOT CIS 3S9 ar ,-G" BEAM PI:It TABLE I OF WIprH TO A MAXIMUM OF 'S 00 P51- CAST =OCT NGS ON r! RM U'N;i6T.,`2 � . T 2 IN14 , Wltn 5 4-*'¢ w0' 5" OIRDEZ SOiI I' MINIVUM BELOW ;N15HE.' 62Z U , WE.LDr:D STUDS a -' ' GIRDERw IG, w21 4-- TIGARD �2"0,C. AT PI,WEL GIRDER �61RD!`R 61RD1~R - OREGON JOIWT PROVIDG f C.�► PANEL hn��R I ' ' - 1-C'15 1W EACH PANE..)U 8 �� a 525 - N doLTS R/4 x G/Z • I O 424 g ROOF 2 _ EACH SIDE d- DOLTS 25 PSI=Y2 ,� G� 7YP• WHERE DE OCCURS ON'E BIDE ONLY kETAI;_ 7E P5 W 12 COLUMN DOU 8 _OP 4 BOT, EXTEND It% TO 6OTTOM FLAN6E . ��RcI�DCRS , STAIRS = I00 r5F W'v:�, ESASIC WIND SPEED = 80 MPI4 EX�OSUQE g¢ = 17 ;�c;: GIRDER TO CONCRETE WALL GIRDER •T'0 COLUMN GIRDER PI `iEIsMIG _ ZONE NO 2 , K. I,33 , `,sx0,i4. The A S L, I C E B E A M T ' C .,__...� p 0 GIRDER R D E R [ZCINPORCED coNCi2CTE , Fc = '3000 PSI, WOT LESS THAN 6 SACKS CEMENT PER Cu,yr). Callison AND NOT MORE THAN 6 GALLONS OF WATER PER SACK FOR A.LL CONCRETE EXCEPT 5LASS Partnership ON GRADE SHALL BE Fc = 2500 PSI, NOT LESS THAN 5'A SACKS CEMENT 1"i C.U. YD. AND ,�„h�we - — LAS x 302 x `SIG, BTWE�IJ WOT MI THAN I GALLONS OF WATER PER SACK . SE- SPECIFICATIONS POP, ADMixru 2ES. 14opmNoting 2 -� Z-2c►'-� � EA. JO I OT Al WIDE FLANK-4E caI9[)FjZ5 /--rRECAS7 PANEL REINFORCING STEEL PCR ASTM A615 , 6rlADE 60, LAP ALL REINFORCING 40 DIAMETER SLOPE BEARING SEATS ,/ L lya >~ iy4 r yp,,TYP AT SPLICES , REINFORCING STEEL DETAILS 'MALL BE PREPARED BY AN EXPERIENCED -WELD PER 6eNCRAL NOTES TYP 2 WHERZ REQUIRED % L Sx 5 x% x 0' -3' DETAILER CONMORMING Tp STANDARD PR '' � � I -3'4"� PARl4DOLT I - - JOIST ACT'ICE, ALL WELDED WIRt FApRIC BNALL BE PRpCA5T— - IA METgI. DirCK " a5/4', PURNI9NED IN PLAT 3}IECTg AND CONFORM TO ASTM A195. LAP ALL ED6f5 1�2 MESH MIN. PANEL L OR // TO WALL " 1, EMBED 4 MIN. 2- (p BOLTS "t 2'MiN, • TO JOIST61RDER METAL DECK it ya n 5 >` 0' -5" SLOPE BEARING - CONCRE' C COVER . I`OOTI" SS 3 WALLS ! EXCEPT 1%2" WWCRF_ EXPOSED T WEATHER JOIST GIRDER •' r " 0 SEATS A3 REQ D. 2 -y♦"a0 DOLTS TO AND 2" A(amNsr EARTH . SLABS ON GRADE I '/Z", ' COLUMN TOP it r L 5 x 5 LI_'DII �'`� 1421 and Avenue Ten W�,+1.L9 : RRINr�jK,;� AS FOLLOWS : 6" WALLS •4 @ 12" O C, HORIZONTAL AWD VE2TICAL Sulu NO 3t"- PARADOZO EMBED 4CENTER OF WALL; 8'' WALLS, S 15'' O.Cr su1"10 +►w�•►► G 4 O O.G, l�ppF HORIZONTAL AND VERTICAL CENTER OF GIRDER - WALL ; AT OPENINGS , PROVIDE 2 -�+ 5 TOP AND BOTTOM AND 2-w 5 VEST, EACH SIDE ON$23 J013T 4„ (EXTENDING, bi%R5 2'-0" BEYOND OPENING X P _>k OR JOIST GIRDER P• / � �+ , E CL T 10 WALLS AND OV1aR PROVIDE 2 6 row CA*" ' ALL FOU '"O""'''0 DOLT- \ R BIDES . AT CORNERS PROVIDE GARNERBARO , 40 DIAMETERS EACH LE6� ;N •cwsu�wrs " TYT ALL Of.' %" (YP EA. OUTSIDE FACE pF GAME SIZE AND SPACtNf� AS HORIZONTAL REINFURCIN6. AT INTERSECTIONS AT JOIST ONE SIDE ' L2 x 2 �I ,_ " olapER SIDE MCOL. PROVIDE 906 HOOK ON HORIZONTAL PARS OR CORNER BARS OF SAME SIZE AND SPACING AS TYP}-- +� �K 0 4, T1 P• I V-- HORIZONTAL bAR6 OF INTERSECTING WALL • PROVIDE VERTICAL DOWELS ALL WALLS SAME ANDERSEN JOIST n W G \_R�r4'� SIZE AND SPACING A9 VERTICAL STEEL 5 AND 2 -*5 CONTINUOUS Toll AND BOTTOM, EJOAIVIssTAD K A IV E EDGER TO PRECAST PANEL J 0 I S T TO GIRDERPRECAST CONCRETE : CONCRMTE STRENGTH AND REINrpRCIW6 STEEL_ Aa N r JA NE E T BRIDGING OT FD oa , IANC. F @—i2LS JOISTGIRDER TO COL . REWFORCCD WNCRETI•. RCINFORCE f cit DETAILS ON DRAW!N68 , 5uemir SHOP coNsul_TING ENGINEERS I H DRAWINGS POR REVIEW PRIOR TO F'A, RICA H 220 WEST HARRISONC TION SOWING ALL EMBEDDED ITCM6, SEATTLE, vqA. (SON 8119 BLOCKOUTS , ADDED REINPORCIN6 REQUIRED PCR LIFTING , AND TYPE AND LOCATION OF (208) R85- 9165 TYPICAL ROOF FRAMING DETAILS ALL LIFTING DEVICES . PROVIDE TEMPORARY DRACIN6 TO RESIST WIND LOADING, K UNTIL •PERMANENT SUrFoRT I8 IN3TALLED. FABRICAT10h AND ERECTION SHALL BE IN *4" = I' -O" ACCORDANCE WITH PCI STANDARDS, 3TRUCrURAL STEEL : ALL STEEL ASTM A54, ) lob = 24 KSI• MINIMUM SIZE WILDS I VIII WNTINUOUS FILLPT PCRr RM 0 ED DY WELDERS CERTIFIED IN ACCORDANCE WITH AWS SPECIFICATIONS I°OfZ ROD AND POSITION USING HEAVY COATED ELECTRODPS , I:ABRI- CATION AND ERECTION SHALL bt IN ACCORDANCE WITH A IGC SPEGIFICATION 5 , PROVIDE � " �'�_011 I x CONT, KEY- PLAN AT COL. TEMPORARY BRACING UNTIL *EOMANENT STIFFENING 19 INSTALLE). HIGH STRENGTH AOLTS rAt NFL T ��oU� STfRIPj FOOTING SCHEDULE SHALL CONT )RM TO ASTM A 52y AND 9TANDAkD 60LTS TO ASTM A50-7 . ALL 5OLTS SHALL PANIrL ADDM3K2'-G' bF �4"(O A526-N SEARING TYF`EyUNL. IS$ NOTED OTNERW18Er TENSION H16H - STRENGTIa L3,c S x a/b 0'-9' * 2-0 a �� 18" 0,C. wiz _ _.. _._ •�tvnwMs 2-,,,fix i,_4;, 4 X f� 18 O.C. COLUMN � � �`d�x-�' TYPE SIZE REINFORCING ALT!! AY DIRf(:T TENSION INDICATOR METHOD USING APPROVED LOAD INDICATOR WASHERS (6R,40)�G 0.C. '' • /'4pE' TY Pr Cl)NSTR. JT. BASE R. I% x 15 - I ,�IG � - - INSTALLED IN ACCORDII WITH TWE MANU1FACTUR2fV5 INBTRUCTION9, HEADED 6142AR STUDS Mo Dist n•" InNALTO i1 3I1 �� I_ I - �_ N C 4 S C R�/ISIONS a�tit ., �g 6�2 10" O.G• i -8 .4- I�/g • SHALL DE 34 DIA, x 0'-4 2", ONT,QA%TOR rPT10N 10 J5JRN nF NLT ME-I-IOD (5-NaETE WµERE N �Q ��I_; I Y I 4 4 8 5 SLAB EA. WAY 80T. " Gi A I A d x 8 0 2 G D P. O - to EA. VJA`� 4a x � I' -0" II ca E Q/4 S/4 BOT. �R HIr;I-+ • STREN6•�1a BOLTS. FIN,6RA[)E- +° _ ,� • " BOT METAL DECKING 5HALL BE GALVANIZED STEEL , DE54NED , MANUFACTURED AND o • 2 �I4 G 0 T .° A' B 7-(o' x7-(o x 2'"C'' DP. 9 - io EA WAY . IN9TAL'_ED PER STEEL DLOCK INSTITUTE SPFCIPICATIONS. COMF'061T[ E 9 CONSTRUCTION JOINT D ck HALL HAVE`. I E 0155MENTS AND INDENTA?10N5 TO DEVELOP COMP08ITE ACTION WITH THE CONCRETE II II u — C �o-foil x G'_�u x I'-9'' pp _ ♦, , x IN 11 � - ,, ., 1 4� EA. wAY BOT. FILL AND PEE�I6NED A3 A FORM I A ANC Man c , " „ N CCORD E WITH AIS( SPECIFICATIONS, ANCHORAGE a °° rr : , II a , LR. -PROVIDE V. I DP, CONT, 4,TRIP p 5'-(0" x 5'-(0'' xl'-w' pp 7 - # BOT TO SUPPORTS 15HALL 0E 3UFFICIEWT TO RE915T A 5O ', UPLIFT. MANLlFACTURIaR TO T�K A'Z x o' a" -� :. --a �Izcwr IN POUR. rILL WITH xT SEALANT 5 EA. WAY P U toPROVIDE ADDITIONAL METAL RE.INF'ORCLMCNT AND CLOSURE PIECES A5 ;z1*UIII Fol , + COMPACTED � --= CONTRACTi7R'3 OPTION TO 9AWCUT. I " �� _ � 5 A• *?A 9TR£N6TH , CONTINUITY of DteK Nb AND SUPPORT OF OTHER WORK. COHERE P L ev U 5-0 x 5-O x 1'4' DP. E I L �R METAL DECK �c = ?,500 PSI . WELD PATTERN AT TWE BUPFORT9, PERIMETER AND FOK ft�2 ac9 x ('-0"' HARDERIED I?IAPHRA6M ACTION TO RE°�`15T A LATERAL EDGE LOAD OF 53p POUNDS PER LINEA FOOT. WoIER,TYP F 41-0°x41-O"x '-d' DP 4 - 5 EA. WAY BOT. L WELDED - SCE PGUNDATION PLAN I'bOTIN6 3TU05 L 911 O.C. 3,_011 _- SCHEDULE FOR SIZE � REINF CONTROL JOINT I I ' v I n 3 - 0 5 LONr„T, EO7 STEEL J016TS OPEN WEb J016TS 6NALL DE DE816NIaD , MANUFACTURED AND INSTALLED � - # S CONT. CPTIOIJaI1p SFAC,E 4'-O•” Or C, WHERIE ''Y " 1'-0'' 2-La x5-0 xl -O DP. S_ 5 TRArNS. 507 PER STEEL JOIGT INSTITUTE 9FeCIFICATIONS. ALL JOISTS SHALL I5E L - A"TH I MEED, I _# AND EL-IMINATE &-4 x ice- C 18" O, C, H SERIES 2 �t ft = 50,000 PSI MINIMUM . FABRICATOR 54ALL 5U6M1fWHOP DRAWINGS AND CACULATION9 VR C CONCRETE 4 G� .2 OC. 71-0''ai7-0"+c I�-91' DP >3- ro EA WAY DDT OR rouCRETE DOTH STAMPED BY AN OREGON STATF_ PRb1`gg`5IONAL EN6INEE•R FOR A"ROVAL EXTERIOR FOOTING W I COLUMN FOOTING PRIOR TO f AbRICATION. PROVIDE STANDARD CAMBER IN ALL 0 J K L SLAB JOINTS .r IaTs, REINFORCED MA60'4RY SEE SHEET S2r3 •�`� TYPICAL FOUNDATION DETAILS LOCATIOW EIGHT OF FUTURE ROOFTOP MECHANICAL -'NITS TO BE ft0*1Aa'd*wt VER.IFIE=D WITH THE ARCHITECT, )4a1 i I I_OnDnrAn GENERAL PRECAST NOTES �p -- Shake 9-0 TTP, BENT Tt1/4 I. PROVIDE W CHAMFER AT ALL EXTERIOR EDI OF WALLS AND IN ADDITION ) BBIRS•d Nr A9 NOTED ON ARCHITECTURAL DRAWINGS, TYP. EACH CORNER 2. SEC ARC,iflTECTURAL DRAWIN69 FOR SCAL.ANT AND CAULKING . ago P o FS LIN 9 w TYP EMBED -TYT, EMBED ® -TYP, EMBED QB �N61NE"rop soy _� 2 �„�,HOLE �Y2 x�4 >r 0'-� 7 Y4w 2 5 EACH EDGE I a " 2 XII x 0' -6" PANEL " S. COAT ALL POCKETS AND 5LOCKOUT9 WITH EPDXY BONCiNG AGENT AND GROUT FULL. TY Pr JO15T GIRCER �, JOINT WELDED STUDS * ,--J,� PANEL w 24 5 0•C, 4. -- ALL WALLS ASSUMED f'c = 5000 PSI AT TIME OF ERECTION. -`� OREGON -'-- TYP BENT It • �'t SEPT ,9��, �U� 15, ��. �'j WELD ti 5. 5F-NDS IN ANCHOR BARS TO START 1'/2" MINIMUM AWAY FROM WELD . �S F MP's w - �-TYR EMBED © • 6. PROVIDE MINIMUM 2 AIR HOLES IN EMBEDDED ITEMS. ' -•-T4" THK. PANEL � —� "�1 Q 15" O.C. � R'/z x 4 �0►-P1' WELDED OTUD 7. USE STRON&BACKS AS REQUIRED DURING ERECTION . 7 Z � ,_ „ NOR.fj 1�E fcT. � 2-�4"� % 0'-4" iwo+w.c�, Z3 2Y 0 AT MID- DEPTH ADD 8-"'la C 12'I S INSIDF FACE INSIDE FACE / 5" 01C' 8. CONTRA.0 ('OR TO PROVIDE LIFTING INSERTS AND ADDED REINFORCING • TT"j O.C. AT MI -DEPTH 2-'�4 x��(6R40; ,►3 ' `n CENTERED ON JOIN FaIRDE'' -�� A9 REQUIRED DURING ERECTION. z -`d or? 4'•v'' -- r ^i L")CATION OR W2�} (NeIDE PACE � J c).'1" 0'C, 0 T,(F I-A i I - AT OPENI1469) " 4 WELD � GENERAL NOTES l pRNR{� I I ADD 2 -* .S 7y4 THK, PANEL 9. CONTRACTOR TO CONFIRM AND COORDINATE. WIT} MECHANICAL AND ELECT-RICA.L F L _,3 E;,CH 310E T IZ INF PER M „ SUB - CONTRACTORS FOR OPENINF LOCATIONS IN PANELS . TYPICAL '_DETAILS SEC DET, FOIZ TTP. EMpI=D A� I ' 10, CONTRACTOR TO PROVIDE TEMPORARY SN0RrS UNTIL ALL PE MA CONNtCTION9 - TTP. rolls. �,I � . Ik-I'-0" PA C ARE f.UMPLt<TED ON PANCL REQUIRING SUPPORT, WALL PANE L � 1-011 � °'`' WA L I_ PANEL PANEL. �'0 P M A N E L PANEL TMJ PANEL �T PANEL. TO PAN II, ALL LIFTING INSERTS SHALL BE LOCATED ON INTERIOR FACE OF WALLS, AND ILLAT GRID LINE I y2" = 1'-00 a Q ---- R EL AT HOLES SHALL 0E GROUTED WITH N04 • 94RiNK GROUT WHERE INSERT LOCATIONSoil; I' RE-ENTRANT CORNER OUTSIDE CORNPR ARe ExPoeleD. a'* I y' - 1,-01 I fit'# '= 1' - e ■mar No. TYPICAL PRECAST DETAILS - .- solel A8HIN ._ . � - __ __-..•..,,,� •, _ =�«.'. ..=k -� - _ - r �T'4N CTR -8704 � r .,.,y._. "-.� --.::. � .. : ':J�... .. -. ► _...... _ _.. j. ........_.—.—�.....+•►_.r_w,a....+-+w4r..r+.r...w..rw..w'.n.•,rrr,+ `•..s .' r . 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