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16748 SW 72ND AVENUE ON b. 6 Cc go 0 0 Rs Gmw, ON B UNE son mm Ss PARK X L. a ( 0 0 C 1, < L, +J 46 9- r. j k. low L D U B +ING q_L 15,1­ F C Cm 00 tw rY r -.................... C) K. C, > K. 0 6 �-. 4-1 1_, 1; C) (0 G Project BUILDING 16 OREGON TEAM MEMBERS --- BUSINESS CODE ANALYSIS PARK OWNERS BIDG10 BASED ON STATE STRUCTURAL OF SPEC ACL OREGON Y CODE 1996 EDITION Tigard, Oregon . PACIFIC REALTY ASSOCIATES (PACTRUST) Client 15350 SW Sequoia Parkway, Suite 300 OCCUPANCY F2/S2 PACTRUST Portland, Oregon 97224 Phone: (503) 624-6300 CONSTRUCTION TYPE 3Z N 24-7755 ALLOWABLE FLOOR AREA Fox: (503) 13) 8,000 SO FT ARCHffECT BI.DG. 14 AREA INCREASES YARD INCREASE 30' X ?)JX = 75X = F,000 So FT GROUP MACKENZIE Sheet Title 0690 S.W. Bancroft Street Portland, Oregon 97201 TOTAL ALLOWABLE FLOOR AREA 14,000 SO FT TITLE SHEET P.O. BOX 69039 VASE_LINES— INDEX OF r AREA OF WORK Portland, Oregon 97201-0039 jDRAWINGS Phone: (503) 224-9560 8 HANDICAP PARKING W1 Fox: (503) 228-1285 __ DRAWING CRITERIA W/ CROSS WALK TO ENTRY All DRAWINGS ARE IDENTIFIED BY TWO STRUCTURAL ENGdNEER ACCESSIBLE SIGNAGE MOUNTEDDIGITS k.- FOLLOWS: c' 2 LL_ 7'-0- AFF, W1 VAN SYMBOL ARC ® WEST SPACE A. CATEGORY LETTER REFERRING TO THE DISCIPLINE OR MAJOR GROUP MACKENZIE DIVISION. 8850 SF ALLOWABLE FLOOR AREA 0690 S.W. Bancroft Street 131—DG. 12 BETWEEN FIREWALLS =8,000 SF T. TITLE SHEET #2301 NNIS R. YOOPS Portland, Oregon 97201 AREA INCREASES: C. CIVIL — SITE DEVELOPMENT 30' X 1.257. = 37.5X L LANDSCAPE2HR WAL TOTAL ALLOWABLE FLOOR A. ARCHITECTURAL P.O. BOX 69039 PORTLAND, (FRtGON AREA= 11,000 SF S. STRUCTURAL • P. PLUMBING M. MECHANIC& Portland, Oregon 972GI-0039 8870 F IV` Phone: (503) 224-9560 I E. ELECTRICAL OF Fox: (503) 228-1285 I B. SUB—CATEGORY NUMBER REFERRING TO TYPE OF DRAWING OR GROUPING. C GROUP MACKENZIE 1997 ALL RIGHTS RESERVED 1. GENERAL F- DRAWINGS ARE THE PROPERTY Gn 2. PLANS MARCEKPLNZIF AND ARE NOT 'TO R R REPRODUCED IN ANY W1 YMSOL LEGEND 3. EXTERIOR ELEVATIONS/BUILDING SECTIONS I J 4. WALL SEC77ONS i JT PRIOR WRITTEN PERMISSI 5. INTERIOR ELEVATIONS Rev SECTION# S. REFLECTED CEILING PLANS 7. STAIR SECTIONS, PLANS, AND DETAI X S. DETAILS ,,q,,00 ',' - � RFVISION EDITION BUILDING SECTION KEY MARKS T SITE PLAN CLOSING GATE SHEE 9. SCHEDULES oqv VW1 4' SECTION# 1010'# INDEX OF DRAWING - SECTION KEY MARKS SHEETS -Aik TI.0 TITLE SHEET SITE DATA SDI WATER LINE PLAN DETAIL.1 X A DETAIL REFERENCE MARKS NUM SHEET# SITE AREA (LEASE LINES) 61.500 SO FT RCHITECTIJRAL DATE: 3/21/97 BUILDING HEIGHT A2.1 FLOOR PLAN f 4 _ - j C I j '� 'T �� - A2.2 SCHEMA C ELECTRICAL PLAN FLOOR ELEVATION 172.00 6 CHECKED 9Y. KEYNOTE FINISH P A3.1 ELEVATIONS • AM WALL SECTIONS F KEYNOTE BUBBLE MARK ...... -71 BLDG (GROSS) 26,590 SO FT A4.1 A8.1 DETAILS 6*mm.1"AN 11 Na-Muff BLDG (USABLE) 25,830 SO FT A8.2 DETAILS ROOM/SPACE IDENTIFICATION OFFICE-*— T.,rw 1 a it PARKING (EXISTING) 29 F_10 TI ROOM ffrMC*WPAL DOOR SYM130L NUMBER (2D VICINITY MAP S1.0 GENERAL NOTES NTS S2.1 SLAB PLAN/REPLACEMENT PANEL ELEVATIONS OF S2.2 ROOF FRAMING PLAN 13UP97-0139S8.1 DETAILS 16748 SW 72"d �C'�� I of 12 BID SET 4/30/97 REVISED PERMIT SET 4/28/97 mFAAqm\rA;-ii ow, a c'q'14/97 0% 1.1M F LEGIBLE THAN THIS NOTATION, 81 TV THII IS LESS iT IS DUE TO THE QUALITY OF No.30 c;2L4, Mt THE ORIGINAL DOCUMENT. L -tIT- 9 113111 01C 6 1 Ell Ll 1 9 111,,g IIII IIIIIIIIIIIII�IIIIIIIIIIIIIII lllllllll lllllllll lllllllll IIIIIII l lllllllllllllllllll 11T IT ...1 f, f } . C`• 20 0 10 20 40 80 CON srRu�T N } ._.�... ,�_ _._ �C� _ NOTESNNE STORM LINE ' 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS M I W 0 MUST BE ON DEPOSIT PF..OR TO BEGiiJNIPJG CONSTRUCTION ON WATER �" � TO BE ' } LINES, AND TO P.ECEIVE A CITY OF TIGARD PUBLIC WORKS (TPW) STAMPED APPROVAL ON CONSTRUCTION PLANS. j � ABANDONED ( IN >�`L-r ) � � }-- -- -- --- --- I inch 20 It 2. THE CONTRACTOR SHALS. L MAINTAIN ONE .'`.E OF TPW STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL sw DURH � �i �ITE , NEW LANDSCAPE 3� ' „ ,:• ISLAND-SE w 3. NOTIFY TPW WATER DIVISION, 48 HOURS PRIOR TO COMME-NCING CONSTRUCTION T 0 S'E'T UP A PRECONSTRUCTION MEETING. � ` �.`' 8 4,J MJ BEND - I -'� - 8 DCDA a !� GENERAL NOTE 6 - - -` - _�- _:��- -- TELEPHONE (5Ci3) 639-4171. W/THRUST,�IBLOCK� r� 5 �,° ttS �• FDC I I s 4. ALL WORK SHALL BE IN ACCORDANCEE WITH AW^INA STANDARDS. C_ I I �''� I - ` 5. ALL Wt7R1: ;!ILL BE INSPECTED AND APPROVED 6Y TPW, Vb'lj7EF' DIVISION. /� O�• �__ I I 6' ALL AI'LL PIPE AND FITTINGC' _L BE DUCTILE IRON, CEMENT--LINED,O, NEW MANUFACTURE AND MADE IN THE USA. PIPE WILL } + SPRINKLER RISER SEEI �- T , ARCHITECTURAL PLANS BE Tl ION JOIN I DUCTILE IRON, CLASS 52. ,® PROPOSt (� ,,� // FOR LOCATION 6" r " S ^ - T , STREET � „ } I � / 20 � � 7. 3u 0r 3/4 MINUS GRAVEL GOV�k FOR ALL WATER N9AlN� �lv ..TRtEI AND RIGHT-OF-WA t. taw: � � REPLAC MENT IZ STORM INC �' h } �' FIRE= HYDRANT 6. ALL VALV EOPERA T LNG NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE OPERATING NUT EXTENSICAS Cl*� �z; (L v; I 11 ASSEMBLY WILL BE R".QUIRED. a F�k Q C 15 Y.ATERLINC '"' <_ `I I TO CITY I �3. POURED CONCRETE THRUST BLOCKS Or AT LEAST 8 SQ_ FT. OF BEARING SU RF ACc ARE REQUIRED AT EACH TEE, CROSS, ��. C C , i /FEASEMENTI OF TIGARD WATER AND BEND LOCATION. Add VICINIT`� AI- m om, I- DEPARTMENT _� 4` 1C, A 4x4 8'-Ow LONG, PAINTED BLUE, SHALL BE INSTALLED IN FRONT ,UI- EVERY 2-INCH WATER SERVICE LOCATION, AND a.o. N.T.S. � 1� REMAIN THERE UNTIL Thr: WATER METER IS INSTALLED. �„ •7.5 I ,� E , , INSTALLED. r C a 0 N I I } I I i1. FIRE HYDRANT ASSEMBLY' CONSISTS OF AN MJ„6" FLG. 6" FLGxMJ GATE VALVE 6" MJxki*J HOLDING SPOOL, AND A MODERi'' w �+ �' � ` 'f MUEU ER CENTURION�lRION FIRE ,HYDPANT, A-442, 6 MU, 5-14 M,,'©, 3-PORT (2-2�� NST HOSE CONNECTION, 1-4y2" NST ,o, � + , PUMP-ER), 1 PENT A;30N OPERATION NUT, OPEN LEFT, COLOR: YELLOW. � I ,�, PL�.cti`E • ru Ct UAL: r .'o' - ---� MUELLER CENTURION A-423 �e I ( a WA;EROUS PACER 6790 CLH MEDALLION I Project I I 12. EAC,-i FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FOt"d;ED CONCRETE Ei OCK WITH 1t CUBIC YARDS OF CRUSHE-D ,ff 1717 I3 {{�� r�11r��y ,/•�� t •ui •[!Y! r .._..� V v( C V 1 .r. L � �� ✓�_'..i...`�..4 �V'Y�� 1�9\st �W 1� -;� DRAIN ROCK. TARPAPER WILL BE LAID ON TOP Of THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. ,aY t .� 'LA�. `�t1' n. , I I 13., ALL SANITARY SEWER LINE '41THIN 10 FEET LATERALLY OR 3 FEET VER-i ICALLY 0; A WATER MAIN SHALL BE ENCASIED IN t � ' 11 r I ' i I^i 4 � } I I A RE:INF04i:E 1. ALS WORK .HALL BE IN ACCORDANCE V4TH APPLIL,ABLE I AWS R LATIONS AND D CON JACKET 6" THICK FOR A CiSTANCE OF 10 FEET OiN BOTH SIDES OF THE CROSSING. WHERE ORDINANCES—' INC' T � T `' '" BUSNESS OR�sNAN�E� INL�UDING ,H£ STANDARDS AND RE OF THc. CITY OF TIGARD ( I I CROSSINGS ARE NE�:ESSkR Y, THEY MUST BE MADE AT APPROXIMATELY 90' WITH AT LEAST 18" OF SEPARATION BELOW THE r I I � r T^ BUILDING AND PUBLIC WORrti.� DEPARTMENT S. P���`L ESS` TI WATER LINE. XI } �. 14. ALL MAINS WITH STATIC, PRESSURE Ufa TO 100 ps 511,�L? 81= TESTE!� AT 150 �;;I FUR GNE 1 HOUR, WITH A MAXIM JM LOSS THE CONTRACTOR SHALL BE _7SPONS!BLE TO OBT A11 ALL APPLICABLE CONSTRUCTION BUILDING r t � PERMITS AND NOTIFY APPRu, I-lc.ATE AGENCIES AS REQUIRED, PRIOR TO ;ONSTRUCTION. _ r' E�•-- I I OF 5 esl'. WATER biA:iv, c � p I c ��_ � � . WITH A STATIC I RE.SSl1RE GRATER THAN 100 Ns1 SHALL BE PRESSURE F TESTED A T 1.5 TIME'S THE Tigard, OIt"egen NO. 1 �` I STAT PRESSURE FOR ONE (11 HOUR tr/ITH A N1AXiMvtrI LOSS Ui= 5 psi. 3. THE CONTACTOR SHALL PROVIDE EROSION AND DRAINAGE CONTROL AS REQUIRED BY cc <� , I F N TESTING, NEW a ,N C ry '-z ' ,� THE CITY OF TIGARD. I 15. UPON SATISFACTORY COt,�P�cTIO.� OF TES,INV, THE PrE,N h,A:,�., AND CONNECTIONS T., CX1„IirdG MAINS SHALL BE CLEANED Client -- FLUSHED WITH PG`'ABLE WATER PRIOR TO DIS1NFECTIOt�. FLUSi- iNG VELGCITI;_S S TALL BE AT LEAST 2.5 FEET PER ., � AND FLUSHE 4. THE CONTRACTOR SHALL S ('`SPONSIBLE' TO VERIc' : T';, LOCATION 0i ALL EXISTING P`ACTRUS I I f cwy SECOND. DISINFECTION SHALL BE IN ACCORDANCE WITH AW'tn1'A STANDARD C651--92, THE STATE HEALTH DIVISION AND CITY I c � v r , t ,- `' r - RE TREME-I `, CONTINUOUS�r METHOD v , S_ SI ,r r UTILITIES PRIOP, TO CGiVSTRUCTION. UTILITY I;v'rLF: 1;;TiDP� Shi0 lld IS F,PPRO ;I;.tiATE , �QU.I �NT" THE C,�.rTJ,JUOiJ� FEED V(cTi-ICD OF CI":NI'ECTIOi� SH.,L� BE USED. DISINFECTING MIXTURE SHALL 6c A ONLY AND BA`-'D ` N AVAILABLE_ � `' ALL - ';�- �+ UTILITIES { I �. __ ,, c �1I +. r ar CN MIXTURE WILL. E.L 1 ' ' SE J AVAILABLE_ RECORD DRAWINGS). NOT ALL Ek_s LNG tCHLORLaC WATERk SOLUTION ION HA► NV A FRET= CHLORINE RESIDUAL O:- �40-50 PPM. THE DISINFEC"FI � , 3E I PRE PARE:U BY INJECTING A CALCIUM, SODIUM HYPOCHLORITE A.ID WATER SOLUTION INTO THE PIPELINE AT A MEASURED MAY B" SriOW'� � SOLUTION � 1 . I I s RATE: WHILE FRESH (NOTABLE) WATER IS ALLOWED TO F LO',N THROUGH THE Pi,IE�LINE SO THAT THE CHLORINE-WATERSHA! � ►., cl I i t SOLUTION IS OF THE SPECIFIED STRENGTH, TREATED 4.ATER SHALL BE RETAI^rED Its! THE PIPELINE LONG ENOUGH TO 5. THE CONTRACTOR i,f'C� ARES?GN�IB�E TO (.Cs�9r�Y WITH 0+�5 757.541-571, �G BACTERIA. TYF'IC1' REETENTION PcRIOD IS 24 HOURS. AT THE END OF THE 24 HOUR VERIF'I.,,,TION OF UNDtRuRO�,N+� UTILITIES. S. , I DcSTROY ALL N�7NSFG14E-;'ORL�!' ' PERIOD, 'THE PiJOEL'NE IS 115 HAVE ' ' EVEL OF AT LEAST 1u 1~ ;,rt. AFTER CHI ORIINATION F USH THE WAT'"P I A CHLORINE � `. �. I L I � � , � �• � I p- „ � ., FROM! THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY ANI, BACTERIOLOGICALLY TO THE 6• NEW LANDSCAPE ISLAND El�TEN�it�N, LANDSCAPE T., LATCH EXISTING. PERMANENT SOURCE OF SUPPLY. I • I I a 1 r �'FECTION �rATER :N AN APPROVED MANN_R. DO NOT A' LOW DISINFECTION '�YATlr'' TO l0'i>r INTO I I E DIS, LOSE )r ,Hi-. DISI+ F } 1 A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHOD OF REDUCIN\G1 CHLORINE RESIDUALS TO � ---- -_ - I I c DEC. S-C�S"L AND FLUSHiN^ O THE DIS' SOLUTION, FERE WILL BE Spee: Ti ;e A SAVE LEVEL A,. MANDATED B�' _� LQ, AF"fER Di.�. sl`IFE{�TIOti SvL i -�- } i ANOTHER 24 HOUR RETENTION PERIOD PRIOR TO THE TAKING OF WATER SkIPLES FOR BACTERIOLOGICAL TE TING. 16. TPW WILL INSTALL ALL COPPER R SERVICES AND SA':IPLIN , �• � � ��, r '^ STATIONS PR'OF'. i•0 BLACK TOPPING 0;= S'i r EE'TS. NATER n METERS WILL WILL 6E INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND F AYMENT BY OTHERS (OWN'=.RS). } I ( 17. EVC':Y WATER NIETER FOR THIS DEVEL OFI•TIE14" SMALL HAVE THE PROPER OREGON STATE APPROVED PACKFLOW PREVCNTION - W-=- - WTER NIMUM CF A UOUBLc' CHECK VALVE ASSEMBLY) INSTALLED ON T I-r. I PROPERTY SIDE, PROPER i Y LINE PROTECTION, D�Vllii: �� L. C ^ 1 t�^ i r CITv cs 1C,AR0 T^ LOCAL PL'1YBMC OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE !N'STALLED AND TESTED BY THE OWNER, WITH THE RESULTS Or' SAID TEST FORWARGED TO THE WATER DEPARTMENT, BEFORE WATER SERVICE CAN BEGIN. TwrusT e,.cxK 5,•,,a;�os coot sT,Nal�os I I ! E^ , , ,• - AETAn.ER GLAND OTr APPRO'.FC � I' I I ful) 18. U7-ON COMPLETION T ION OF INSTALLAT'ON Or THE WATER ER SYSTEM, THE CGNTRAr, ,-OR OR O'NNER SHALL ADVISE TPW Gr T'-iE BACKROw DE'la rte' I TOTAL COiaST<JCTi01v OUSTS TO 'll�-iIC1I WILL BE ADDED 10`5 FOR TF�i,1�' INSPECTIONS, WATER LOSS, OVERHEAD, ",t SAMPLINGS, _' -rt I " $ OVEsZH AJ SPOOL FLC.x P.E - _ - _ ..-- -- 8. ADiviINiSTRr'1'IO+ , SAN+: LING,a, ETC., A,^d0 2io FOR ENGINEERING REVIEW, INCLUDING OAS-BUILT" URaaV�'INGS UPDATING THE l � -- �►AMcc couPt�++o Ao,wT;�r } 1 I MASTER MAP„ INTERSECTION MAPS, ETC. E OPERA-1110N OF V.A_VC-8 IN THE TIGARD WATER SERVICE AREA IS PROHO rEI ) FLOWAt ILL mIr- i I ITS.T:.;-'� � CONTRACTOR TO SCAT, Pa I I 7�� W CiiPEAUNG IN ".MJLT vMTN MON _ " ■ S&~ Wu T PRIOR TO may, HYDRANTS TO 8E MODERN MUELLER CENTURION,A-4Qb , 6 MJ,5 I/4 Mt�AO, eAcxnLUNc Z, 14� EXP. f)A,1 k 12/31/9R ,,.�.- ,u _ FOE DEPARTMENT I '7,5 � _ 3 PORT - TWO 2 1/2 NST HOSE cow_mfil AND ONE 41/G NST PUMPER, i tONwtCnoN 1 Vz PENTAGON OPERATING NUT,OPEN LEFT, COLOR, YELLOW. 05hA APPROVED LA� -- -.�._._ I r.. w/ ALUM+NWM T_x TCNTION 7- I APPROVED EQUAL • WATEROUS PiAr✓ER 6790 or CLOW MECALLION _ _ __T7_' _ _ (C) AC ' Z1E ?X97 - - GROUP M I.LN 2'-0 ------ - ALL RIt3HTS RESERVEu } I �BE:HIND BACK OF PLAN THESE DRAWINGS ARE THE PROPERTY OF , ystn'_-._- IN -- _.. ._• ! GROUP WA01NZIE AND ARE NOT TO BE I Yd - 4' + ... �>a•...__---- .-........_..._. ' .__.....__ • � CURB,AND,'OR r5 � - I 1 - ,, w.._.-� I I ("'`'� My._...._..,._.., Thi .-...._....•___-._.._ yr_......,.. �_ . _ . . _. _ . . _ '•-onw,a ro r�ae a+ USED +7R REQ-t2UDi,CED i*I At-If h ANIdEF., BEHIND RXK OF CANNO L,NE r--' / TTORM oeAM WITHOUT PRIOR WRIT`i EN PERMISSION WALK 21�ON ell,Isions. } I R I EX STING 2 EXISTING 4„ ----� Z= N yl, WATERLINE c - 21-' <2 , SANITARY L;7 E` m 0 scn REVISION EDITION I �R CLOSING DATE NO. 910 VALVE BOX 'rOi> --- , AIrAra a+ - -- xz za- o i I i I .� - ,�, _� "� : ; .:, __ _ T FW/s PVC PIPE 3034 oP£Neo osaY - 1 LESS IB" wuNE a4_rx vALvt - MIN. I F'n PAVEMENT i e\-;� `"': x _ 1T -- _ /� - y CONTRACR To INSTALL RW(N" TO - .......y�-.............._.._........._._. • � .' 111 S _ .. ._ 1 -3m kom "T��wA OR / /' ^g►,M STAND~ �• ._� _�.___._.._.,.._......_.. �, r cav�R pF2A1N ROCS( - \` � µj .__._. _...._.._..r_..-. W.__ ...__ ._ _.._.._ _ _._.. -__ --I-- TEP �,•,.. � . ._ __.._..__...._.....- � WITH TAR PAPER 6"FLGx 36�OF � I3E FORE BACK ILL �, \ - yy ... .__.__-,_ ^ _.. ---' /` MJ GV m 3MIN.0 �d ��P_ __�_.� _.__�.r_ _�.___J WSrAAL S1 UP PUMP - ss_.�...-..._. �.N D AVENUE _ E LEYATION a,•IP sect ><aroNs _ _ _- -- ---- CONTACT t TRIC TAP INTO EXISTING 4 -- ;,�_......._..._._.._. _...._._..._- :���.-..._..._.._._ _...._._.,_._._..._.,�,....•_.,.._.._._ a�h�/ - ti I � r� 12" WATER W/12"x3" � , FIRE LINE DOUBLE CHECK DETECTOR CATE: 0)4/29/97 - DRAWN BY. GLK SADDLE TAP1 UTILITY VAULT OR •EQUAL__ SYRACUSE ENGINEER' C� T _ r S ZE..-.. � ~D C CA TIN - _.__ •-� �� i �1Y;f"i+�� _ � 1 WITH F.Q C �!VtlN.UU1 F• , 1 CI-I�CKEQ BY: 'PJ{MroI _ _ TOTAL COSTS ' � CASTING Ucoh Ill :�'�> I __ (�R EQIiAt. �-'- .�... _- I I - ��{)jls�� _ ,� 4 676-WA 57i-WA CH-SAL SHL���- 307 LF 3" D1 AT • 40 LF ro --687-wA 676-IMA CN-5A1 , / $12,200.00 PIPELINE � 12,2E0.00 /- - e sloe-LA 6a�-Rai,I. Lyn-STI (1) - FIRE HYDRANT ASSEMBLIES AT $2000/'L-A. 2000.00 (1) - SPRINK-ER CONNECTION FEE: AT $1250/EA. 1250.00 L 6"MJ x MJ (LENGTH „ MAIN WITH MJ x 6 FLG 'rEE I O 5106 L A 5106 1.4 Cyp-t t A (1) - WATERLINE TAP AT $1250/EA. 1250,00 TOTAL: $13,530.00 IRS) (SEE: PIAN FOR MAIN SIZE) ~-- -- 07v WATER 0CPARTUEN! APPROVEra EOuA� P��ATIERIAL LIST _ -4"x H"x16" CONCRETE BLOCK BID TO'T'AL: $15,530.00 ENGINEERS B�� E T� l �.E 8" TJ D1 PIPE, CLASS 52 ...........:............ .......................................... 77 LF. `I v2 YDS OF 11/2"- 3/4" DRAIN ROCK CITY OF RD ��___' ----- of-i AI N '� TIGA - r L � .,w....Q......_ FIRE HYD'1iAAT ASSEMBLY ....................................................................................... 1 E.A. STl�1N�Af�� �'I��. I"�Y� � �I_ DouBLE NECK CONTRACTOR'S D 1 I3AD (ESTIMATED) $12,734 00 n � EA _DEPARTMENT DETECTOR Y [)CDA � �`,� � �T� �� WATER DEPA 0 ASSEMBLY TPW (12� ADi�1IN., OVERHEAD, ENGINEERING) 186 .00 8" MJ GATE VALVE ..........a.......................................................................................... _ .�.._... ___ - - _ - ENGINEERING (69�) 932.00 8 45' MJ BEND ............................................................................................................. 2 EA. CTWD ETAIL NO. 101 N.T.S. _-'- 12"x8" SADDLE TAP ...................................................................................................... Or__ 1 ..._ TOTAL: $15,530.00 1 EA. AS SUBMITTED TO 'nGA ARD WATER DISTRICT FOR PERMIT 4/29/97may`'. BUP97-0139 ��`���� IC�748 SW 72" � BID SET �>/a7l.d��! of _ REVISED PERMIT SET 4/28/97 .a .., .... � .. _ N a.:w.,.a-. ,. "'b1Lll,,fn-^;tp•, Nk.-.LWM.+AM,l./.Iv ....w MA-.Mw_.-......._._,-wr�•..�•^r...w IF THIS DOCUMFrIT 1S LR F �i�IIr 1-i111111 1111111 11111 I 1111111 VIII II11111I+ I1� DTIII-T111111I1111111111111111 111 1.1lllllllLl II11111I11111 1 IIIIIIII1�111 1 1IR"Jil11111 1 1 II111Illlllllll IIIIIIII1111 ! ' 1 1 14 I II 5� I !!_ G 7�_-� _-II ----II-� II 11 - I '7L4 Q(� LFG r 13LR THAN THIS NOTATION, �--------_,�-----_--1 _l � _ (� ,J� , I � I IT IF, DUF TO THF QUALIT'i OF "r"•"'- t � llyIII 1'11!11 L1111 ITHFORIGINAL DOCUMENT. trill Ii. IllllllllA- II1I-IiIIIG�1III1I111z11I111zIIIII1IIRIIIIIIIIIIzII IIIIIIII 1II1111I1111�111�1111 sIlllllllllllll�llll lllil�111 't I f I F cr AREA-OF WORK - �. IL r 6 7B 9 < 10 ` . 4w 0 5'-0`h Y 70 24'--7" 241_7„ 2q,-9" s �J 3 A4.1 I C h. I �!� 10 2 i 11 v � _ o - C ..� L CL w 17 22 -- Lu ' 0 J J C � X71 + 12 ` � v Z, ( 6 q I X I I I � � Project r 16 I 23 I �,,,� BUILDING z nn OREGON BUSINESS I; I 9'-2" i '� PARK \ --- - - - - - Tigard, Oregon , - I - _x8> B � � + 26 0 , 5" I Client 12'- I 'c� 5 i © PACTRUST l= ^ ., _ � A6.1 zm 14 - E // I \ 5 8 on _ I, 1A �� 16 I i 12-- 2'-1?" o A8.1 18 15 20 �` 20 I J Sheci Title - n (X) FLOOR G 25 -' , I - b25113 rm _ X PLAN f3__`(0 i A82 - ( � A6.2 8 7 NA4.1 3 �� 7 �.J A8 2 t I 21 2321� ��' z 01 74'-7" 24'­7" 2�1' -9" - f1lwlM I?.oms _-- - 73'`111"- - • 1 . � • 40,�l N , Q!�EGoe, OIC 0 6 7 S q ,� 0 KEYNOTES ----, - AREA OF WORK 1. REPAIR & REFURBISH 2HR WALL SEE DET 7/A8.1 U GROUP MACKENZIE 1997 ALL RIGHTS RESERVED 2. 9' X 10' DOCK DOOR THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO 6F 3. TS COLUMN SEE DET 3/A8.2 USED OR REPRODUCED IN ANY MANNED, 4. (2) DOCK BUMPERS PER DOOR TYP WffHOUT PRIOR WRITTEN PERMISSION 5. 9' X 10' DRIVE IN DOORevisT:� LEGEl "' FLOOR PLAN 6. REPLACE SCUPPER AND DOWNSPOUT 7. REPLACE DOOR & FRAMEo� a M;P REVISION EDITION 8. REPLACE STOREFRONT WINDOW FRAMES & GLASS �� �� L*i CLOSING DATE EXISTING CONCRETE TILT WALT_ FIELD VERIFY SIZE `-=' r° r--"-T- - 9. RE'CAULK ALL PANEL JOINTS FURRING ® CONCRETE WALT_ SEE DETAIL 8/A8.1 10. TS COLUMN SEE DET 2/At1.'' GENERAL ROTES 11. METAL STAIR SEE DETAILS 8/A8.2., 9/A8.2. & 10/A8.2 12. 3' X 7' 1 HOUR UL FIRE RATED DOOR �- INTERIOR WALT_ SEE DETAIL 5/A8.1 A. FOR EXISTING CONCRETE-. SLAB CLEAN-UP & REPAIR 13. REPLACE DOOR k REPAIR DAMAGED FRAME Y SEE STRUCTURAL S2.1 14, TYPE 2-A FIRE EXTINGUISHERS 2HR WALL SEE DCT 7/A8.1 B. FOR EXISTING CONCRETE PANEL CLEAN--UP & RFPAIR 15. PROVIDE PACTRUST STANDARD BALL VALVE WATER SHUT-OFFS i SEE STRUCTURAL S2.2 BEHIND MILLER TYPE ACCESS PANELS ADJACENT TO TOILETS TENANT DEMISING WALL_ SEE DETAIL 9/A8.1 C. MOVE BATHROOM PLUMBING AS NECESSARY PER ADA 16. ADD SI_ATWALL (BY GB STORE FIXTURES) MODEL. 486--48x96 PL_W, --- - -"� REQ10REMENTS. 8'-0" HIGH (STARTING JUST ABOVE TIME BASE OVER FULLY D. RE:PI_AGF 8U ROOFING & PLYWOOD SHEATHING BEGINNING FINISHED GYD BD) IN AREAS SHOWN DASHED DATE: 3/21/97 TOILET ROOM WALL SEE DETAIL 6/A8.1 FROM 5'•-O" WEST OF GRID #7 TO GRID #1(•• 17. PGE ('T CAN WITH METERS ON EXTERIOR, PROVIDE TRUCK DRAWN BY: BEB E. REPLACE FASCIA, CANT STRIP, AND FL_AShING REGINNING S CHECKED BY: DPW � GUARDS FOR METER in , OFFICE/WARC•_HOU'3E ,KALI_. SEE DETAIL. 1/A8.2 FROM 5'-0" WEST OF GRID #7 TO GRID �1U. MATCH 18, 100 AMP 277/4130 VOLT SERVICE TRANSF-ORMER ABOVE WITH EXISTING. _..,.__._.�.._. 32 CIRCUIT 120/208 & 30 KVA TRANSFORMERS D.S. DOWNSPOUT F. WRAF' COLUMNS ® GRIDS #6 & #8 W/(2) LAYERS 19. AREA OF RESCUE SIGNAGE PER IJBC 1107.2 WITH 2--WAY OF 5/8" TYPE 'X' GYP BD SFE DET 6/A8.2 COMMUNICATION TO THE FRONT DOOR G. ALL WORK IN TENANT-O"'CUPIE"D AREAS TO 9E DONE 20. TOILET ROOM EXHAUST FAN (MIN 50 CFM) "AFTER HOURS" SO AS Nor TO DISRUPT BUSINESS. �1. KNOX BOX 0 10'-0" AFF II. ALL PLUMBING, MECHANIOAL & ELECTRICAL BY SEPERATE 22. SPRINKLER RISER A2ml PERMIT. OFFICES TO BE PROVIDED WITH CAS/ELECTRIC 23. 4'x8' DBL DOME SKYLIGHT TYP - MATCH LOCATIONS AND HVAC VJIT14 DESIGN BY CONTRACTOR. PROVIDE 1 GAS PATTERN OF EXISTING BLDG UNIT HEATER PER BAY 0 WAREHOUSE AREAS. PROVIDE 24. CARPET IN THESE ROOMS OF STANDARD FLUORESCENT WAREHOUSE LIGHTING. 25. SHEET VINYL 0 TOILET ROOMS OBNo . 26. VCT IN THESE ROOMS 29707 BID SCT 4/30/97 BUP97-0139 ---- 16748 SW 72"`l aa�asr'y�at��-u-t.ow: rmr rr' 3 7 12 REVISED PERMIT SET 4/28/97 ..., '1FyRhQ!q!^,'....._....,,]}�tic'^.w,++rn.^t•!'M,'. w. �+yr>n�,�� .^{i!'�',,.. w,.a1�.. :...-,........�. ...•. � T II111111111IIIIillillllllll ! 111 IS1 III I 111 ISI I Il II I I1 l I1l1l 1I1I1I 11IIi�11 1I1I1l1l 11I1I1I 1I1I1 � 111IISII IIIIIlIi lIIIlTl111T `l11_l IF THIS DOCUMFNT IS LESS LFGIBLF THAN THIS NOTATION 41 �� -�q I IN,/ IT IS I)UF TO THE QUALITY OF No.3e fjr:p THF ORIGINAL DOCUMFNT. „ �4Z II�IGIII�IIII II VIII, I I I I I I I I I I I I!I I I I I I I I 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 I I I I I I I I I I I IIIIIIIIII IIIIIIII1IIIIIII�IIIIIIIIIIIIIIIIIhIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII99Z Z �Z 6L G il LTIIIIIIIII11IIIIIII�IIIII�EIIIIII ILIIII rI7 IIIIIIIhIIiIIIII�IIIIIIIIIiIIIINII •// yl� rrn ._._.......-......,..w.....r..,w...........w........,..www.._..r...w.....................w.-....w.........w............-...-..,..ye,.......ww•........,.w...................,.....w.......... ...w..n.w... «.. ....... .............-...w.................."..."......w...........,.............,....... ...w...........-............»...............,. x............w.w.-.w..............w�.....w-...w...........-«ww....�r.......-.........................w..•..w.......ww.........- -..... ,.... ,..r.,,..r.-..w...,....._........_...,...w•......._-....w.,......-......._...",......_.."......,......_......,.. .,.... .......,.. .. ... ._.-......._...r...".... all r AREA OF WORK _ -�► "'"'� IL �. 06 > 2 V 6j �. s I I I I --CLQ. --�rw.e4...—. _�\. ..P_J_ .-1'l-�^ ...�.rr.•..__ r._ . A C A e �- C v 1 e c gin z ox' rIXI in � t' � � u ® , BUILDING 16 d OREGON 1, it BUSINESS t.., PARK �l Tigard, Oregon T _ - --- - -- - - ��05 I Client PACTRUST (J QI�LI rm —0 � 3 Sheet Tine SCHEMATIC 4 4 ELECTRICAL I� PLAN �nr -''=-4 1 I I I I L-N I I I I D2301 �INI R. "ODS n, ORTLAND, 0013014 5 -0 I OIC' t��� <6> 7 8 J 1d ARFA OF WORK _�� GROUP 97 Ile_ ALL RIGHTS RESERVE[? +lV THESE DRAWINGS ARE THE PROPERTY 01- GROUP 1GROUP MACKENZIE AND ARE NOT TO ESE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION LEGEND PLAN KEYNOTE3 Revisions: ti .........-ter....... _ _..-.._ -..._ .. �....�. 1C)N �......» f p zW W "OW ''' a-t� DI1 1. TOILET ROOM EXHAUSTFANS, TO BE SWITCHED WITH LIGHTS Am kri REVISION E CLOSING DATE (50 CFM MIN) QCZ a r z T _- EXISTING CONCRETE TILT WALL 2, PGE CT CAN >1VITN METERS ON EXTERIOR PROVIDE TRUCK GUARDS FOR METERS ----` FURRING 0 CONCRETE WALL SEE DETAII. 8/A8.1 ������� ��� � 3. 100 AMP 277/480 VOLT SERVICE TRANSFORMER ABOVE: WITH 32 CIRCIT '12.0/208 & 30 KVA TRANSFORMERS INTERIOR WALL SEE DETAIL 5/AB.1 A. ALL PLUMBING, MUCHANICAL & ELECTRICAL BY SE PFRATE 4. EXIT SIGN WITH AN INTERNALLY ILLUMINATED INTERNATIONAL_ SYMROL OF ACCESS. PROVIDE SECONDARY POWER TO ONE PERMIT. 2HR WALL SFE CCT I/08.1 LAMP IN EACH EXIT SIGN.B. OFFICFS TO PE PROVIDED WITH GAS/ELECTRIC 5. PROVIDE DROP--IN FLUORESCENT FIXTURES 0 SUSPENDED --�--+--� HVAC WITH DESIGN flY CONTRACTOR.. PROVIDE 1 GAS CEILING TO PROVIDE MIN 30 FOOTCANDLES. FIXTURES TO TENANT DEMISING WALL SEE DETAIL 9/A8.1 UNIT HEATER PER BAY 0 WAREHOUSE AREAS. MATCH BUILDING STANDARD. ' 6. SOFFIT LIGHTS TO MATCH EXIST BLDG STANDARD DATE: 3/2'./97 TnILFT ROOM WALL SFE DETAIL 6/08.1 C. F'ROVIDF STANDARD FLUORESCENT WAREHOUSE LIGHTING. DRAWN BY: BED CHE('KED BY: DRW OFFICE/WAREHOUSE WAI_1_ SEE DETAIL 1/A8.2 IFT A2m2 ,A OF I31JI'97-0139 x'77057 " 167�g sw 72nd RID ET 4/30/97 �- 4 of'12 REVISED PERMrr ET 4/28/97 2c�t ��Wn r r; na ;, IF THIS DOCUMENT TS LFgS T� III 111 III III III III I I III III III I I III III 111 r�� IIl II, 111 I 1 III III 111 III III III III I I III III III III II�IT�I 1�1 1 t T1r ll1 111 1 I III 111 1111111 Illlill III , 'I tI � 4 _ a � I g . � l �b � I1ILI11 � LRG11 LF THAN THIS NOTATION, _____��__________1 �____ 1 ___ _�__�_- _�1 IT IS DUF TO Till. QUALITY OF ��1 ' THF ORIGINP.I, DOCUMI',NT, — ------ Nu 36 £ 8�E 8�Z Ll>a 9L 9 btt £jG �11 6ltill OZ E31,111111 J1811111 ilTI-11-1-11 9T 4i 1bt f t PT Ti T �i L I�94 1r E G�llli IIII1IIIIIIIII1IIIII�►IIllllli; IIIIIIIII II1IIIIIIIIIIIIIII I:iilllll IIIllllllllilllllll Illl�illlllllllllll Illllllllllillllllll!!III1�1111�111111111�11J"J' III��IIII IIII�I,II 111111��� II IIIIIIII IIIIIWII 111. n'4 10 9 8 7 6 .5 3 AREA OF WORK CL � � ID ti0 A 1 U I I I I r. X I I I _0 _. .. _.»... _. .. KEYr OTE%a J »3.i.w..,.,.l.»..w».....J..L.iUrttpry1: ..•�4.».».wtt.»td.�.w.YJ.A...... IalYllllgtow»,r..n.i..F. n— ...a .. m�MU C Y+'."•»^"....».v ........ w..._...... ...I.1 .. _w,.....«._........ _.._,.._._w...,.....,...wM.......»�...w�w.w-...._. __�--. ....._w__ w .. .,. .. _,.�«.-.._. - _ 1. N - IN DOOR i' �• 2. NEW T.S. COLUMN c� ,1. 3. NEW Al_.UMiN(rM WINDOW SYSTEM f,J 7 2 4. NEW RECESSED STOREFRONT SEE DFT 1/A4.1 5. EXISTINT PAINTED CONCRETE PANE 1. � � � � �. � � ITL M ELEVAT1011 6. NEW 9' XIO' DOCK DOUR f 1 E - ------ - 7. CLEAN AND REPAIR EXISTING (2) DOCK RUMPFRS PFR DOOR TYf' rb DOOR ARMOR A. EXISTING 9. CLEAN AND REPAIR EXIS 1 ING 6"0 DOWNSPOUT � � F � tri•�, 1 t� 10. NEW FLASHING; 2 ra E. fy \ 11. CLEAN AND REPAIR EXISTING SCUPPER C � � � �, Q}.., 2 3 5 f 7 ` P> �� 10 12. KEW r-,HAIR RAIL_ 1J. 3' X 7' 1 HOUR UL FIRE RATED DOOR � Project AREA OF WORK i 14•. METAL STAIR SEF_ DETAILS 8/A8.2, 9/AE.2 �t 10/AL9.2 BUILDING G 16 1 I 1 I I I 1 i 10� 11 I I OREGON » ....w._ w»».... w.....w...w._w.�.._... __ .. .. . _._.__._...__........... » . .._.__»._.. PARK . .» ......... . . ........... »..`» �......__....:.._ ».. . _ ..»�. _•Wr.;,� `�"� �.��-::�:._:: ww..»»..w-..w »,.._» _ . �µw _._.,.�. w.»� »»_..._.� .- ..»�w_._w_. .. _ � A. FOR CONCRETE PIS !El_ C(_(=AN-UF' & REPAIR FM Z7 Oregan -:I .. { l~.. _.w�' �� SEE STRUCTURAL_ S2.1 I - I I . i PAINT 'TO MATCH EXISTING - I~� .� I:' ... _ �.. E„ w M. —_1. PAC RUST 12) \� `�J ,3) 4 11 i" Sheet Tido —, 0 B A ELEVATIONS I 10 1 .r r- - - S #2301 r_5 Df.NNIS R. W ODS L� ORTLAN , ORE ;0 . b '. OF ,.�. 13 ,4���� • A OEA,c3'%TC) ALO RIGHTS RE ZIFRVE 997 • 1/18"='1 -O" THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO NF USED OR REPRODUCED IN ANY MANNEN, WITHOU II'PRIOR WRITTEN PERMISSION LJY� W 'I.IY pu; � �N REVISION EDITION 2CLOSING GATE: .—..«...........»....«....... ._...,.»„.,,,.... .....»................. ..www..,. .,,�._... .w., i;.. ..» � I w..ww. ....»»»._..... ...» •---------- -----4—+__ F _ _.».._. .»_..,w...._.»..._ . ........,_,.,».,.�,...»....»»..w..».. ..._..-.«_...».,_»_._._.__,«. '�"� ..._».,.....»..»»....__.»..._»..... ...».....,.......».... Dl>,TF: 3/2111/97 VIIIIIIIIIIIIIIIIII DRAWN BY. DEB CHECKED BY: DRW WEST ELEVA71ON A3w1 OF I3UP97-0139 .rcr )pW . 16748 SW 72'"� 5of12 B 1 D R- ET 4/30/97 297057REVI _ _ w ,•�,... ..:,,....... ..,.._.,..;,.� ..-. ..,.��,.y,px�...;..w;,+rn n.;�• ..� , �. _ AA�7��I15i 1519 .9�SM1 _.- '--�- --�,.w..ru. .. .., ,. ,,. .._. .. ... - -.; •711r»..ruc '� _.'-�.rw.crx- �{� ('� 4/28/97 � / Q ®�] a ..�IYP�T SFT ^i'f ��7�a7rA — ,,�I�4��b�t�!'k"FYCT� ...n.xiTMRSi ,• . .�. •siYt:arr _ ssr. r�..,rr .. ..,w�. "�I�IEF"' [fi. IF THIS DOCUMENT IS LESS II1 SII III 111 III 1111 I III III III I 1 III III I 1 11 111 11 T11 T11 111111) III IIl III I I III III III III I�1 T�i l�l 1 i TIT 1'11'111 1 1 IIl ,Il IIIIIII III III III 1 ! -- A LFGIBLF THAN THIS NOTATION, I I I I I I I I IT A T T U 1 T O F ��— , -� 1 DUF 0 THE Q AL Y —�___ (. THE ORIGINAL DOCUMENT. _- _____- ___�_ —_ _ _ NO.36 °—r�M:-- {�� 'L 7t c L4 I l 1 S + 8Z BZ GjjZ + gZ ZZ i�Z S�SL dG TjZ O�Z 8T �BT LT g�T 9T �1bT 6i Z�T— tT I t F111111 I L g ` 9 1' 8 Z trw� Mill II __ IIIIIIIIIII�III!�IIIIIIIIIII►II�IIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II Il�llfllllll�llil�llll�lllllllll�IIII IIII�IIIIIIIII�I,III►III�IIIIIIIIIIi►IIIIIIIIIIIIIIIII,IIIII) I11111111 II 1111111II 1111 11111111��11111111I111111111111I11II I111�1111 111 IIIIJIII r A KEYNOTES 1. NEW 6" 14 CA TRACK W/ t1*0 AB 0 4'--0" OC 41 2. NEW 3)�" 25 GA STUDS @ 24" OC (Df3L 0 EDGE OF STOREFRONT) 40 DL t 10 3. NEW 5/8" EXTERIOR GYP SHEATHING �� ® Cl 0 v 111. 4. NFW RRONZF ANODI7.FD ALUMINUM STCIREFRONT OR WOOD FRAME 0 0) 10 11 12 5. 2 X 8 CHAIR RAIL ` 22 6.. NEW DDL 6" 14 CA TRACK HEADER, COPE AND EXTEND WEBS AT ENDS 9 -.� 8 1C�1Cl � PL2 ATTACH TO VERTICAL STUDS W/(4) #10 TEK SCREWS TYP. 22 \ „� _-_T,/PLAT.-_._.___- •7. NFW PT 2 X 12 FASCIA � 4- o x• 1 , t �` ` t3. NEW 4" FIF1F_R CANT STRIP '°� 8 �1CL 11 1� T PLATE 7 �, ;�l}l_)�)1JC J(_�UU�)l .SCJ U 9. NEW FI-ASHING 2?�� ) )` ` ( a 10. NEW BU ROOFING _-/ LATE P. . 11. NEW PLYWOOD SHEATHING SEF _`32.2 ,t - - - { 12.. NEW R-19 BATT INSULATIONVV � � 2 X� {{[5j►j 13. NEW GL.0-LAM BEAM SEE S2.2 ; ' . 14. NEW PUR_IN SEE S2.2 � fd { ` 15. EXISTING DOOR ARMOR ' 16. EXISTING SLAB SEE S2.1 v, ,A • � y.. 21 44` 17. EXISTING FOOTING �� 8 .'i 18. EXISTING THICKENED PANEL_ LEG_EG QEIOND • 19. NEW 9' X 10° OHD ` Y f CONCRETE TILT-WALL m ) ;r 9 ;� ••' i ?.0. EXISTING C r•4,1. ;•" j 21. NEW tiUBPURLIN SEE S2_ I k� 22. NEW 4•X PT 0I PLATE r 13 23, NEW SUSPENDED ACOUSTICAL CEILING 0 9'-0" Arf` � • � � �' ���' I! ' R fw'` �"i ,4 ° '`•j 24. NEW R-19 BATT INSULATION " 13 • 1 i 25. NEW s" 14 CA TRACK ' `• ' 26. NEW 6" 20 GA MTL STUDS 0 24" OC h. I 27. 5/FJ" GYP RD Project BUILDING V1 OREGON ?� " [ USIIU �; I��RI'< -�20 (21 I ROOF STRUCTOPE i { -STABILIZER dAF; E3ETWEEN ALL b4EMBERS AT F'F-RIMIL TEL? Tigard, Oregon 1 ADDITIONAL_ HANGERS AT ALL MEMBERS WITHIN 8" y 24 j {. OF PFRIME TER 1 1 2 26 I -- - �., PA nt I PAC-TRUST 5 ! f° ,\ + I COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLOMB I I I N 03 _. �� 19 27 � T I j � I � Sheet Title I ! j SECTIONS IONIS 1 2.5 - J . CROSS RUNNERS FIT BETWEEN MAIN RUNNERS E / MAX j AIN ;?UNNFRS AT 4'-0" OC SUPPORT � " R � ` 1 � •-.,,•� �,,..'• I �UP� _.RT WI I"H #12 6�7RL= AT 4 -0 OC; v ' ! I i -- -LATERAL BRACING W/ APPROVED I I VERTICAL. s►RUT 0 12'-ON OC, EA � Fj� "` �� •- i �'f��j...,r...._._...._...._•.•...................._._.._..._...r...•r,,..r._ .- I WAY MAiN RUNNER TO STIiiJi'TURE. �. � BEGIN Bf;ACING WITI•IIN 6'-0" OF 1 f j PERIMETER AND 2" FROM CROSS #2301 O ,. �? S SPL D NNIS WOODS JG�Bf FROM EA OTf-IEF; 1�► �� MAX ANGLE � � J ►-•� FROM PLANE: OF' CEILING. 6TLAND,, 6PEGOR' ` .�.< SECURE AI_l_ HANGERS TO BLDG. 5 I j 1 1 STRUCTURE. TRAPEZE DUCT WORK 1 AND OTHER LARGE OR.�TRUCTIONS. OF -- - I I ( i '� c _it SUSPENDEE) CEILING 0oRAu`11,'N!G I --�----•----• --- .._...�.� ._.. _.____.-.__..�. � GROUP MACKENZIE 199: N.T.S, i2 THESE DRAWINGS ARE THE PROPERTY OF �I �l ALL FLIGHTS RESFRVED A4.1 N��s�_ 1. AI.L_ CONNECTION DEVICE'S TO BE OF AN GROUP MACKEN7IE AND ARE NOT TO K ' APPROVED TYPE AND HAVE 100# CAPABILI i Y USED OR 16 WITHOUT PRIOR DW WRIN ITTEN ANY MANNER, c 1 e i I I I 16 2_. FOS1TIVfLY ATTACH ALI. LIGHTING FIXTURES WEIGHING Kevisions; I LESS THAN 56# TO SUSPE-NDED CEILING SYSTEM (A `uL. ! n zs w Ci'I.,lf��" I I s. 2"' L,I 1'2 C FIN. FLR. d.� ' II ) 3. ATTACH #12 WIRES TO GRID MEMBE1RS WITHIN ;S' OF �,� L� x�� REvt�loN enlTl��ly C - •••- L�SING DATE l .. . � - .�.. . - CORNF RS 0► I_ACH F[h 111FZE. � "'^ 1 - ..... FIN. FLR �- � Y . �•:..+w. ... �....k'.u.'.,:i.w^:�..'^fw 7'f'.�"'Tr_. 9. .7.. L z�. ---_� � .. ... � .yI Z ._ __-- \* �`f 7c,""fG�ii+...... 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SUSPENDED CEILING SYSTEM TO RESIST ►-� --+-- r' ANCHOR LATERAL c3EISNi'1C FORCES lar.K }a ----1r► ,`+ DATE: 3/21/97 p DRAWN BY: BEG CHECKED BY: DRW r • 17 r - ........... ......... �. WALL SECTION' _ � 2� WALL SECTION � WALL °� - A�.1 ® STOREFRONT 3/4"=1'-�" :� ------'---� ---- ___._ ___. 3/4`=11-0„ cn :� A4.1 �i A4.1 1057 NUP97-0139 29� 16748 SW 72°d - RID SET 4/30/97 RENISED PERMIT SET 4/28/9; ���w►�,���.M�:�!� ai„�� !�:� ,�� -- IF THTS DOCUMFN'1' IS LESS IIll11 Ijlllll Illll 11111111 III�I II 1111111 INTI ijrlIlt Illll 1111JTJ1 111111 1111i11 IIIII 11111111 111111 Illll�l I�11111 T�T�T�I 1111111 Illllllilll{Ill IIIIIII IIIIIII C 1 LFGIBIF THAN THIS NOTATION, 1 ( I J I 4 I ��II 61 _ I I S I II 9 R I 10 I 11 IT 15 DUF• TO TIIF QUALITY OF � THF ORIGINAL, DOCUMEN'T'. tell �1161 �9LT9II II IIIIIIIlI�IIII IIII�IIIIIIIII�II11 11 11 IIII�IIII IIII�IIII Illillill Illl�llillllll�ll�lll�illl 1111 ILII Ilil ILII IIIIIIIII illl II��:IIII ILII ILII ILII ILII ILII ILII ILII ILII fill ILII ILII ILII ILII ILII+1111 ILII ILII ILII ILII ILII ILII ILII ILII ILIllull Q W 4) G c V ; —25 GA. METAL STUDSJE 10 AT 24" O.C. WITH 5/8" GYP. 0'(1 BD. EACH SIDE p 0 " A8.7 3 >: A8.1 2-TUBE FLUORESCENT LIGHT 1• ;` . C 2 9 6 5 9 4 6 1/2" SQUARE PARA-CUBE g J I( ° 1)i :. r o — v o LENS - —.� —� — MIRROR FULL LENGTH OF COUNTER C C / N- ------ " 13ACKSPLASH A SIDE � I L -- -I 72 11 : L c c n 2 SINK IN PLASTIC LAMINATE m 1d d r �� g-1 10 12 2 _ o COUNTER an d \ / ' 1 - 3/d' PARTICLE BOARD BASE i -- \ AS. -m I JG c � 10 9 _ __= m AT TOP k EDGE m e x -- 2 x 4 AROUND PERIMETER AT lV •. Y 12'-11" _ w N FLAT BAR SUPPORT C7 7 1 Q1 A. ry L 1 1 2 1/4" x 2" FLAT BAR @ UNSUPORTED END c 0 ( ,� T-0 . 6•_g" I o ',y W/ (3) 1/4" x 1 1/2" LAG SCREWS W TOILET ROOM I I I T T ROOM 1 T 7 N I 2 _D -i " BOLTS TO 2 KTHRU ST4 AND UD 1120' MACHINE CUP E � V DILE R _�_ 1 5 - STUD @ WALL) VFh ' 3 O mco NSULATE HOT AND WASTE PIPING W/ ZIP ON BOOT �ojecf ,J(-!VATQN 4 ELEVATION 8 FI FVATIONN Q BUILDING 36 OREGON i ENLARGED TOILET ROOM PLANS 31 TOILET ROOM SOFFIT 3/4"_ 1 0' PARK Ess A®� TOILET' ROOM ELEVATIONS Tri 1/4"=1'-0" -rr-19 BATT INSULATION Tigard, Oregon --_ �INE -SUSPENDED CEILING Client KEYNOTES PACTRUST s: 'I. HANDICAP TOP ET, BRIGGS #4740 TURBO FLUSH HANDICAPPED AND MATCHING OLSONITE SEAT 3'-6" I 2. MIRROR, )Q" PLATE GLASS MIRROR W/POLISHED EDGES 11 3 MASTIC TO WALL AND PROVIDE J-METAL AT BOTTOM /---3 1/2' 25 GA. 1C MTL STUDS 31 -0" AS.1 �, OUTLETS 3. LAVATORY, AMERICAN STANDARD OVAL HORIZON W/RELIANT AT 2'-0. O.C. WITH 5/8" i � -'� : ❑ SWITCHES V385.148 CHROME FAUCET IN PLASTIC LAMINATE COUNTER GYP. 9D. EA. SIDE Sc EN 4• TOILET rISSUE DISPENSER, BOBRICK #9-3474 OR APPROVZD c= �I 1'-6 `j I o `v CONTROLS 5. WAINSCOT, PLASTIC LAMINATE Sheol Title .:. -- n 0 v 6. HANDICAP GRAB BARS, 42" O SIDES, 36" O REAR BOBRICK I DETAILS 'O ;4 hB-6806 SATIN CHROME FINISH - — 7. PAPER TOWEL DISPENSER/DISPOSAL, BOBRICK fB-3944 /'1 TYPICAL DISABLED ACCESS STALL f`�DISABLED SEMI-RECESSED T'YP. COUNTERTOP SWITCHES AND 01 TLETS OR APPROVED --ISEAT COVER DISPENSER `-J'rOWEL DISPENSER 3. SOAP DISPENSER, BOBRICK TISSUE DISPENSER WASTE RECEPTACLE 5{6-8662 W/EXTENSION AS REQUIRED _ 9. SOFFIT SEE DETAIL 3/A8.1 10. PROVIDE_ A PRIVACY LOCK k "OCCUPIED" INDICATOR *RCM ET ROOM ACCESSORIES AND FIXTURES 11. UNISEX ACCESSIBLE SIGNAGE PER UBC 1109.15.2 HEIGHTS, DIMENSIONS - TYPICAL AT ALL INTERIOR F1 EVATIONS 1/4" 12. 30"x48" CLEAR FLOOR SPACE OTTOM TRACK TO FIN, = 1'-0" FLOOR WITH POWDER DRIVEN ANCHORS A7 2'-0" O.C. 52301 NNIS R, WOODS n s TYPICAL INTERIOR WALL / RR"N 5/8' PLYWOOD O HW HEATER b• ' to ---ii-19 BATT INSULATION OF / P-19 BATT INSUL. TYP. Q GROUP MACKENZIE 1997 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY GROUP MACKENZIE AND ARE NOT TO B 1 ( rte -- -E:i L WITHOUUSED T PRIOHDWRITTEN UCED IN ANY MANNER �--EXISTING ROOF STRUCTURE \`> evlslons: W/ R-19 BATT GLU-LAM BEAM, WRAP W 1 SUSPENDED CEILING �' SUSPENDED CEILING - I( ) N F3G LAYER OF 5/8" TYPE 'X' zrc y�^ 5/B' GYP. BD. — G GYP BG xw z Svs REVISION EDITION ----o" METAL STUDS ESE WRAP S1IBPURLINS WITHIN U EDF, CLOSING DATE 5'-0" OF GLU—LAM BEAM O 2'-0' O.C. W/ _TTS $F 6" 20 GA. IC MTL I _ 5'-0" MIN W/(2) LAYERSOF 5/8" - R-19 BATT INSULATION (2) SIMPSON U26 HANGERS I... STUDS AT 2'-0' O.C. (2) LAYERS 5/8" T1PE TYPE 'K' GYP BD p NAIL TO TOP R I 3 - 2' GA. IC METAL STUDS 'X' GYP. BD. EA. SIDE - AT 2'-0"- URLINS, WRAP W/(�22x6 AT 4!-2" D.C. ) LAYERS of BASE Q 70 FIN. O.C. WITH 5/8" GI_U-LAM BEAM, (WRA -�*- 578" TYPE 'X' GYP BD TYP FLOOR WITH 1/2' GYP. BD. EA. SIDE CLU-LAM BEAMS l) 'BETWEEN GRIDS 516 k #8 -5/8" GYP BO. EXPANSION ANCHORS rI_� (W.R. GYP. BD. A7 TOILET ROOM SIDE,) GRIDS 5+6 k /,f8 W/(1) - � _ " O 48" O.C. LAYER 5/8' TYPE 'X' -- _ 3 1/2" SOUND ATTENUATION BATTS O GYP BD) OTTOM 'TRACK TO FINISH -- 5/8" PLYWOOD TOILET RM OUTER WALLS \ 0 NOT ATTACH OVERLAPPED FLUOR W/ POWDER RF-SILIANT—� GYP. BD. TO WOOD STUD CHANNEL O (2) LAYERS EA. SIDE BRACING OR WALL - DRIVEN ANCHORS O 24' OC VERT. DATE: 3/21/97 SECTION BOTTOM TRACK TO FIN. 'X' GYP. BD. EA. SIDE - 2'-0" O.C. W/ 5/8" GYP BD �XIST 2x6 WOOD STUDS O k R-11 BATT DRAWN BY: BED FLOOR WITH POWDER DRIVEN INSULATION O CHECKED BY: DRW R-11 BATT INSULATION—, 18' O.C. - REPLACE AS NEEDED --EXISTING SLAB OFFICE WALLS —1 1/2' BLOCKING ANCHORS AT 2'-0" O.C. O OFFICES �- _ {Xf.S7 BASE R --EXISTING CONCRETE PANEL NOTE —2 a 6 AT 4'-2" O.C. FIN. FLOOR RE "va ZxlbT. Ayr. op. A801 AND RIIIPLALE V/ Now -{XISANG FOOTING PLAN -BOTTOM R BELOW X616 TOILET ROOM WALL 37 FULL HEIGHT 2 HR. WALL _ s FURRING EXTERIOR WALLS TENANT SEPARATION WALL of -- `7y BIJP97-0139 0 3/4""1'-0" "ei' 0" 7 .1 3 6748 3w 72nd 7ot12 BID SET 4/30/9 2970577 .-- _ REVISED PERMIT SET 4/28/97 �'1 mMfyvugml-u-Iuw n avn,ni i.» Ebro .. IF THIS bOCMENT IS LESS �- -- I IIII II� I �II � I I II II�IIII Ill 11111114117-17111111 tn LEGIBLE THAN THIS NOTATION, IT IS DUITO THE QUALITY OF }�i 1 I III I III I lII}llIl IIIAI IIIII I III}PI�►-I - .- - _ J'.�^ �I �ni7/Y � I THF. ORIGINAL DOCUMENT. �� �"N e'7�011• VIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIlulll IIIIIIIII IIIIIIIII IIIIIP ( IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIITIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 11111111191111111911IIIII IIIIIIIII IIIIIIIII IKIIIIIII III�WII i ....u..+.,._ w.. ._..—.r. ....... rw_ -..ww.....__..... ..rw.... uw........._.... ._.r.. rr..•. a .. ... .. _ .u......w..w__r wr....• .•..ru...u._.uw._v.....u.r....wwwuw_.a-uw ... .....rr..w, ..u.....r,....wr._•..-w-...rwr...,.rw..r-..w•.rw-w...u.•rr.u✓r...wvwl•u.r.w.u...•.._u.u..a.r.•.w.•rrw .rr-ru+..w...r...s...r.•_'w,•M ......r.u...w.,.rv...•r••_.w+_w.uu........a.-+ww........ur....w.u......u.-w-......0 rNr..w.r..-._»rr...._... .. _ ......r..........- ......._._......w..w. w..w................_»._r.«...--..,.u+..»..•.•v..._.........-..wwr........_..-�._.r.._...._..w._....«....u....-......w,u.ww... .w.wru..,_r.w.+,,..+. .......rn.r..+•........._....... ... u.. .. ..... ... r. u_rr.....,,. w u.....r.wu......wu.. .+..r,ww..+r.+•w,.u...uuwwrwrn..,..._ww wr.r r.w, v r •.w.v u.w.. _ +.► .,•.+•..w w...r..—«.,...�....w... .r. .wu.+r +••,.•..�v, ........_.......... r r.._..........,-r.. .w...w.. rw+..y.-_.--. �,. A C/ C FACE OF PANEL/GRID C 9 " 3" BETWEEN GRIDS 9 & 10 Q •��� ROVIDE BRACE TO STRUCTURE �» -" I " " b IL �s ----EMSE E X 5 x10 r w n r v 1 u AT 8-•0 O.C. 3 1/2 25 GA. � EMBED � x 5" K10" 0 X. 4 WELD -�� ( WITH 2 1 2"� x 4" WELD � W/ 2) � � � � . METAL STUD W/(2) ,010 TEK O / I STUDS. WELD T.S. IN PLACE b �, --- 0 - SCREWS EA. END TYPICAL) STUDS. WELD T.S. IN PLACE PANEL, SFE. El�V *�� M �1 � • ® C, = PANEL, SEE E LE�� V 1 T/OPENING 1 / 11100 �---- --R-19 BATT INSULATION �+ �PENING "'""' 1 A4.1 aa. 8 --- - 0 C � t F11-9,2o �NM —SUSPENDED CEILING 3/16 7---- 311617 EXISTING SLAB- - TS8x4x3/16 ```"" -- T, 8x4x3/1a _ C 3/16 ,moi C m kv -3 1 /,_" 25 GA. METAL STUDS �-_- .�._ _-_- -___ — __ ® Ii a •� d r .r a. C arm ill�n AT 2'-0" O.C. WITH 5/s" � �• +� GYP BD OFFICE SIDE FINISH -+ SLOPE SLAB FROM INSIDE FACE ^_ _ q a— r -— PANEL ® O.H.D. OPENINGS, TYP. Y p .. ...__..._�._...�..--___._•. (-- �" 0 vt TAPE do FAINT OFFICE SIDE r,� z � (NO GYP BD A WAREHOUSE) _ T SLAB •� _ _._ � _ o` I Raw o. d . a �. v. �, '�- L� c- --CONCRETE PANEa. A80VE I� :� ,d T� COLUMN SEE DET 3/AE3.2 c 6. 0 (A -13 13ATT iNSUL. TYP. C` _ V � �, tri AT WAREHOUSE/OFFICE WALL �`' �t r� 1 er • .� 0Del maws � X INSIDE DIMENSION > v to -DRIVE-IN DOOR � .o•+ X11 40 . OF 1'S COLUMN + (0 II"_ 0 WAREHOUSE QfICE • . r ---_�.— Project -B07TOM TRACK TO FIN. BUILDING 16 FLOOR WITH POWDER DRIVEN OREGON ANCHORS AT 2'-0" O.C. % w 4 ENLARGED ENTRY PLAN I PANIC o � �� INL T �►.e''�� �� ,,.A6..) Pr"IN �L --- ,yI.UMINUM STOREFRONTTlg�trCl, Cregmn ri_`�WAREHOUS WALL � 1 SLAB�� ! � " A8.2 3/4"-1`-0" I�►1�#,1 0 MOCK HIGH DOORS 1 1/2"=i'-0" � A�� BETWEEN 014 GRADE DOORS 1 1/2 ¢ SYSTEM -- 5/8" GYP BD Client PACTRUST -- 8" MTL STUD •--6 20 GA PNTL STUDS OPP HAND Ag•i , f O 24 OC 6"0 PIPE: COLUMN SEE Mal , � w _._ _ - S2.1 ._ _ _ . -� - ------S141M AS REQUIRED '_tit 7 I _ —. �,,..• ------, 1,�. R-19 BATT INSULATION Sheet Title �� DETAILS LAYERS 5/13" TYPE 'X' GYP RD E:NTIR'r LF_NG"I-H OF COLUMN �+ �-•rte- —.• q ONCRETE PANEL ABOVE: { �--- -STO FINISH W/ 5/8" ' DEN:; GLASS GOLD ®D -- SEALANT x'2301 " -^ NIS R. /OODS PORTLAND, OR ; ENLAI��ED ENTRY PLAN � � L A F��, 1 '1NG � MINDOW JAM �� A8.2 s/s -1'_0 _ �I✓,„ W � G,.r�� ,` , & #.8. .; =1 0 �, �. 30=1 -o" OF U - -1 1/4"0 STD, PIPE, ( GROUP MACKENZIE 1997 PAINTED, 1 YPICA!_ ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF ONCRETE PANEL -----C10 x 15..E -� �� � L 3 x 3 x � x 6" LONG W/ GROUP MACK[NZIE AND ARE NOT TO 8E 'r �`n� ',•�} 0 HJLTI-KWIK BOLT USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION \7 2M" CONC. SLAB OVER f- evisions: - -�� r 1��" 2.2 GA. GALV. TYPE' '8' - -- , --- MC10 x 8.4 _._._ tV7kTAL DECK - . 11 za �► w LL STRINGE:R'S & ® ; cr~�sING DATE ( ,�� Cr � REVISION EDITION LANDING FTdAMC _.F —2 1/2" (`DNC. SLAE) OVER n 7 �_ _ 1 1/2" 2.2 GA. GALZ TYPE 18- T-�-�- - ME'1�,L DECK -----HM DOOR -- --�--+ ------ h / W CHANNEL. CONN. a F - "'-% �-� IANIRAIL _ / �� ,/ �,-- !_ 3 x 3 x 1/4 W/ X"O 7,-2" I I I I / _ _ _ I P.B. AT 2'--0" O.C. — �' / _ . __—.. .___. (LOCATE f'.E3. fa T CEN TER --+ --�---,- f _-I w i LANDING _ j / OF ANGLE LEG) - Is T _AB_ LAI�lD,N r/ :tX SIOi ���•• - c� I _ j�"- h. r_' _ ��.* r_'. . ...u....... ,_.... ___. .. _.. _.. ......- -e:-r° •-� -____ I -- THRESHOLD A DOOR ,�;';? �,/ /'f •. _ � .,�<.,...�......_ �....Q„1......�.., ,..,..:;,� _T SLAB�► _ --- —� -_ BUILDING DATE: 3X21 97 r:' ' f" 1 _..•t-�— t_ 3 x 3 x �y. A1t Al.l. I / 9 ti / - _ - 1.d'�yi1. tALV. c4- _-•�z-: ,_. -1 ` . ::,, �r �. , .. :r.. 1 ---�-. _ '� '+��'� 1 _ �) LANDING EDGES a •� ` w,.. ,., _Ln �,1::. ...�,:z l3KAWN EY: E1L[1 y. A8, ® : ��'' PV -4-CI M D STAIR I ._..�.._�__.__+_. ._ ' ": �.. CHECKED E3Y• DF�'W r-�~ -1 - - - ray, Yb'% CONC. FILL. _ r Q ism 'r.S. 4 x 4 x W y1:" ,f (_ - ( � _ _.�..._ _.._ _ . ____�______ �'� ,�� ----' x 10"l x 10 BA Si C e't �_ � (.2) "o� HIt_TI-KWIK. " CAP R r \ LAV4 ® 2'-0" O.C. TYP.SOI.TS W/ 3,�" , / �''''$i r, r .—.._ E OF AREA OF RESCUE ____��_T 0 11" EA.- 5'--•6" _ ?�--11" - �" V- +, FA1DE[) CONCRETE WALL •-�,•-/ i�# cV 2#-Omr I " x 3" x 3" ;WITH ,�� 1) •)("0 HILTI KMw 1301_T 1'• -0"O x 1'-0" CONC. Ao,3m2 --PROVIDI: CAP PLATt � E.-NL.AR EO METAL. STAIR PtLAN " . " '� �.. E) � "TION _ mo T�A mrw% TO WALL CONNE"OTION � ��F___-_,__ : mEI,TAL.� M TA�f � ,� .-o 9 ;. __. -._.__ _.�_._. _.�_ F��"_Y ,_0" .2 ._ _____-_ ._.. 1 1/2"�1'-0" ¢ JSP"rT'S(. . UP97-0139 A�•2` BID SET 4/30/97 2970`5 ' 16748 SW 72"d —�«' 8of12 REVISED PERMIT SET 4/28/9i' "n ", '-►�' 0, +N►1rlelab�rNr�.1�,.,, �„rr►,Mt r.-.r.._ ,. m.•.,..w,w r. .�."•.fi«., w+:1.�r a,r!un�rtaZq .? .»w vq�±r.,oM . "R►�> 1 , a".' IF THIS DOCUMENT 1S LESS �1Irl.IIIIIII IIIIIII IIIA I III�III Ijl�l I IIIIIII 111�T1 1�11-Il�T 11tll 11�11T11 111111! IIIIIIIIVIII�I�IIII;II IIIIIII IIIIT�I 1�1�1 111T�T�T�1i1�1]�1L1 IIIIIII IIIIIII IIIIIII 111,111 ��� ��� � I , LEGIBLE THAN THIS NOTATION, L„____� _!_ .�___-� 1___ __fh-�_1__ 1__II _ 15�_-I ._.!1___�. I $ I ?L ^ I 1U�I I 11 1? ' ! IT IS DUE TO THE QUALITY OF ^� 0 �Qq THE ORIGINAL DOCUMENT. _— - -- - — ---_- _-- __-_- __-- -- — _-- _ - -- No.36 t' -9 1 JII, kill-_ S L t L ( �1 sG 8 t Bli L t 9 t 4 t 16 i Si 6 i iOi 8 T ' S LIIli�llllllll .11nlull IIIIIIIII IIII�I�II II,I�IIII iill�ll�l IIII�IIII III (III IIIIIIIII�IIII III,, 1 IIII IIIIIII IIII IIII IIII IIII IIII (IIIIIIIII IIII IIII ILII IIIIIIIIIIIIII IIII IIII IIII IIII IIIIIIIII IIII IIIIIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIIIIWII N i l C Ir Or OD eP GENERA. NOTES 0 4,, p u 0 0 c DESIGN CRITERIA FOUNOA71ON �b C" SITE CAST TILT-UP GONCRF�fF WALL. PANE'!_ STRUCTURAL WOOfi �,, 1. G(IVEPNING BUILDING CODE: 1994 ONIFORM BUIIDING CODE, 141TH I. THE VOUNDATIONJ FOR THE STRUCTURE HAS EFFN 0E3K NEU :-OR AN 1. UNLf:SS N071_1) OTHFTF*75F, PLANET.,- SHOWN CNJ DRAWNOS ARE 10 BE 1, THF 0%'IALITY OF All. WOOF) MEMBFRS AND THEIR FASTENINGS SHALL ��y1 AMf NOMFN I'S. AL LOWABI F SOIL--13FARINC PRFSSIJRE OF 2000 PSF, BASED a4 PRECAST ON �;Frr, T(I-T-LIP C(N(-;r?FTF- WALL. PANELS. CONFORM TC CHAPTER 23 OF THE 1994 011C. �s 2. GRAVITY LIVE LOADS: THE- ORIGINAL VFSfGN AND CON:;TRUCTION, air y P. SFF GENERA! NOTES SECTIONS- "CON^RfTF" AND "STRUCTURAL STEEL" FOR 2. ALL FRAMING MFMF3EPS AND PL.YW1)00 S14ALL CONFORM TO THF FOLLOWINr R(W • ?5 PPF 2. BACKFILL POUR STRIP W/ 3/4" MINUS CRUSHFD ROCFC. COMPArT CONCRF'TF, R 7NF0P(-rMENT PARS, AAlD FM9.-_Mr.D PI,ATE SF'F..CIr7CATIms. SFrCIFIFD TAMES, UNIFfir NOTED OTHERWISF: (SNOW PU(LD-11P IN ACCORPANCF WITH 1994 U9(: APPENDIX N16) TO 95% VAKI'MUM DRY DENSITY' MEASURED 13Y MO�)IIIE) PROCTGR TEST FRAMING MFh4n!7R5: F)0) l.AS SIR--L.AFi'CH (NORTH) PORTION OF ! L 3. THE CFNTrr?I INE OF SINGII_ MAT STEEL SHALL COINCIDE WITH THF_ TABLE 23-1-A (UBC) ' 3. SEISMIC 3. ALI. ABANDONED FOOTINCS, UTILITIES, FTC., THAT ANTF'RFT:RE WITH NEW CE:NTI"RLINE OF THE STRUCTURAL THICKNESS OF THE PANFL. PANELS WITH PLYWOOD: TABLE 23-1--F) (UVC) OD CONSTROcrioN SHAI I BE REMOVED. TWO LAYERS OF MAT Sff'Ll SHALL MAVL A MAT 1-1/2" (TEAR ON THE �- SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . 3 K tJ9 OUTSIDE FACE AND 3/4" CLEAR ON THE INSIDE FACE. SFT PANEL. 3. ALL STRUCTURAL. PLYWCIOD SHEATHING SHALL. DE FABRICATED WITH � i!4POR7ANGE FACT(?; 1 . - . 1.(1 4. SI'17. PREPAPAIION AND OWITEXC,AVATION ECOMPACTION OF SOILS SHALL ELEVATIONS FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. 5 c S- ��� r, LIUILDINC TYPE Pw (CCNVCPFTF" REARINC SHEARWALL) . . . . . . p3 ,- �` EXTEhIOf? GL.IJE CONF,>,MING TO U.S. PRODI:GT., STANDARD Pa 1 FOR S?. Pf7.1(IRME1) IN ACt,OP.DAA!CL" WITH OJr07E04NfI_.!1(. RECOMMENDATIONS CONSTRUCTION AND It,!DllS'F?IAI. PLYWO()i). L)1 (,j"? �A � L:b cF. IF SUCH W012Ft Rt Q(11rFD. 4. PROWDE 2--f5 CONTINUOUS AT THF TOP, FIOTTOM AND SIDES OF EACH 4. WIND PANEL AND AT THE HEMI, JAMRS AND 61U. OF TACH (V-FNfNG AND FAC.H 4. AU_ MAMINC W17ME'x"RS AND PLY►W)00 SHALT. BE (:RADE MARKED. � � "" � a�(-@ 5. CONTRACTOR SMIJ. PROVIDE FOR DESIC'V ANP INSTALLATION Or All FUTURE KNCK.W--OI1'r OPE:NINC IN THE PANF_L. u rv. 0 BASIC WIND SPEED . . . . . . . . . . . . . . . . . . . . . . . . fin MPH CRIBBING, SHEATHING, AND SHORING PC%WIRFD 70 SAFELY RETAIN THF . r h V' z� EXPOSURE . . . . . . . . . . . . . . . . . . . 5. FRAMING MFUPFR; SHALL CONFORM TO THE FOLLOWING GRADES': �� �, (I �C; 0 EARTH FIANKS;. K. THF GENERAL CONTRACTOR SHALL REVIEW AND VERIFY ALL. PANFL STUDS. Dpi-I, STUD OR BETTER � 4 0 6� au, IMF'OF:TAFI('F FACTOR ! . . . . . . . 7,O DIMENSIONS, OPINING;, FJr'AM ANL) JOIST PCIO'KFT LOlATIONS, WELD P!, TE PANlLIZED ROt1F S;UE7PLIR!_lNS;: DF-!, N,7. < t)R F)LTTEk LOCATIONS AND REPORT ANY DISCREPANCIES TO THE STRUCTURAL PLA IFS: VV-L, NO. 2 OR BETTER ENGINEER PRK>f? TO CA':TINC PANELS. c) �, Fy f3. 1994 UBC T,BLE 7.3-1-0, NAILING SCHED.Ul F, SHALL GOVERN UNLESS MORE CONCRETEr.... 6. EXPOSED FDOES: OF PANELS SHALT_ BE CHAMFERED, EXCEPT AT THE INSIDE Rr.gTRI(.,I'IVF: NAILING IS' INDICATE.) ON TILE" PLANS OR DETAILS. �- ---� T GENERAL FA(••r- OF clvi�l�HEAD D�'x»;�. Project .�.�.1._ I. CONC:RFTE MIXES SHALL OF DESIGNED BY A MA!1f'I1-:D TLSTIN(: 7. SILL PLATES, POSTS Of? STUDS BEARING ON GONCX2ETF OR MASONRY SHA.U. NOTESI ADORATORY AND REVIEWED BY T71F ENGINEER. MINIMUM COARSE' 7. SFE ARCHITFCTURAL. DF'At%NGf, FOR PANEL KNISHES, RCVFAI-S, CHAMFFAS, BE PRESSURE TRFATED. BUILDING 16 i. PRUCC AND DETAILS E ENE DRAWINGS URAL TAKE AGGREGATE SIZE IS 1/2 INCH. MIX DF_SIG;1S SHALL HE StALE!) BY A CIVIL OREGON PRF'CEIIENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL. DETAILS. ENGINEER LICENSED IN THE STATE OF THE PROJECT. SUBMIT MIX rtC t3 !?OLT HOLES IN WO(!q SHALL RE 1/32" TO 1/16" LARGER THAN THE BOLT,G�SlGN FOE' ARCH(TECT/FNlfN;.i R TO RF.VIEW. 2. TTI(: CONTRACTOR ShtAIJ_ VERIFY AL1. DIMEN,SIQN'; BEFORE CONSTRUCTION. B. THE PANELS HAVE BEEP) DESIGNED FOR THE IN-SERVICE CONFITIONS ONLY. DF.T'FNDING ON BOLT SIZE. BUSINESS THE ARCFIITI"Cr SHALL BF- NOTIFIED OF ANY DISCREPANCIES OR EHL` GENERAL CON77.ACTOR SHALL BF. RESPONS191.E: FOR TIFF PANEL LIFTING +�A���x" 2. Ao r,*rLANI? FOR NORMAL WEIGHT CONCRETE SHAH CI SHALL TO f ORM 10- nFSIGN AND METHOD, 9. DOLT HOLES SHAII NOT BE LESS MAN 7x DIA. FROM THE END AND 4x DIA. INCONSISTENCIES. POE;'rLAND C`:'MENT S<-IAI_L DE 'rYr�E f (aft TYPE It ANL? BEFALL CONI G!?M 7U 3. DO NOT SCALE. DRAWINGS, COORDINATE DIMENSIONS WITH ARCHITECTURAL ASTFa 050. FL..YASH SHAU. NOT BE USED. 9. LIFTING INSERTS V`1Fg5LF. AFTER FINAL CONSTRUCTION SHAII FIE PATCHED FROM 7>•!a" EDU: OF THE MEMBER, 11NLrSS Nt)TcD OTT-pt'RW15F. Tigard, Oregon DRAWINGS. AND FINISH MTO MEET THE ARCf•IITECVS APPROVAI_ 10. PRE-Dr(IIJ- NAIL HOLES WNERF NL-CFSSARY TO FP,FVENT SPIJTT`JNG. 3, ADMIXTURES MAY BE U`EL WITH PRIOR APPROVAL OF THE ENGINEER. 4, AU- WORK SHALL, CONRYM4 TO THE MINIMIAA STANDARDS OF THE UNIFORM AOMIXTURF_S USED TO INCREASE_ THE WOFKAFIILITI' OF THF CONCRETE 10. TEMPORARY BRACING OF PANf'LS SHALT. NOT BE REMOVED UNTIL AFTER ii. EACH GI.LI-IAMIWAT[TI bPF_M13F.R SHALL OF S?A>vlPf'D WITH AN IDENTIFYING STANDARDS ClIen SEfNT. AlO7 BE CCAG�:I CHLORIDE E BALI N THE: Sf%FILETED MINIML/M CI-7 I:NT THE:' SLAS LEAVE OUT HAS BEEN POURED ANC THE ROOF DIAPHRAGM NUMBEF ANL' SFIAIJ. FIE ACMA,4PANIED BY A CER17FICATE ..)f' INSPECTION BI.!LI.DIFJG CODE H5 AMENDED AND ADOPTED BY TFt!^ STATE OF OREGON CONTENT. CALCIUM CFI!_t)RJDE SFlAL.1. IvO7 BE USM. PAC?'R!!ST 19:,'6 EDJTIOW OF THE STRUCT'9R.AL SPECIALTY CODE CONSTRUCTION BASS SFE14 COMPLETED. MRT•IFYINO: THAT TTI[ MEWDFRS MEET THE 1994 UBC REQUIREMENT'S. SUCH AS FOU AT 213 DAYS 4. COMPRESSIVE STRENGTHS OF I^.ONMETE: ::HA+.L CF' _ WS: r, � CERTIFICATES MUST FIE- MADE BY AN APPROVED AGENCY OF THE A.P.A. 5. SSE ,+;ftCf-IfT[CTIlF?AL DRAWING; FOR THE i OXI.OWINC: O17. SUFLMIT SHOP DRAW1NG.a FC)f, ARGHITECT/ENGCNEt-R TO REt�'IFW. u. SIZE: AND LOCATION OF ALJ_ CIPENILJGS, cXCirPT AS NOTED. SEW,' ON GRADE . . . . . . . . . . . . . . . . . . . . . . . , . . . .3000 PSI 12. GLU--LAMINATr'D UMBERS SHALL FIE A COMAINATION OF 24F-V4 (D.F.- b. SIZE AND LOCATION OF AU_ INTERIOR AND e'XTERICM NON-HEARING TILT--UCS WALL: . . . . ' . ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . .4000 PSI :_ARCH) INDUS7RIAL C RAOF, AND EXTERIOR GLUT, U'dLF-SS NL In- PARTITIONS. OTHERWISE (NSI MILAN. CANTILEVER MF_UB3_RS F7•fALt. 6i' 5. MIXING, TRANSPORTING, AND PLACING CN COMCF?ETi SHALL CONFORM TO C. vI2'E AND LOCATION CIF ALL CONCPI-,'' CURBS, FLOOR DP,AINS, SLOPES, � STRUCTI,RAI_ STEEL � ^� ^� ACJ ,',O4Fl--S,. AND F-F7GJE(:7 SPEC(FLCATION... AL1_ CONCRETE SURPACE� "�"'�"`"�"" ��"'�" �''�""""�"-�"'--'�^^"�"'•^�^'^ i:3. MAXIMUM 129E A�CitSTURE CONTENT IN 1'tOt)L? AT TIAdF. .?F INSULATION DEPRESSED AREAS, CHANGES IN LOVE MAMFER GROOVF� INSERTS, AGAINST MICH CONCRETE 15 TO BE PLAULD SHALL- 917. THOROA)C�HLY c v , r c TC. 1. STRUCTURAL_ STEEL PIPE SHALL CONFORM TO ASTM Are,.,, TYPE E Of; INSTALLATION CLEANED. LAI7 ANC(: AND STANDING WAYER SHALL. DE REnAOVf p. GRADE_ B OR ASTM A501. MILL TEST REPCWT:S FOP ;TEFL PIPE %IALL RE d. SIZE AND LOCATION G1' All- 1'LOOR AND ROOF OPhNINu^S, EXCEPT A3 SHOWN, 6. ALL RF_INFORCINGSUBMIT-IT'D FOR APPROVAL r1AR.`.:, INCHES(: BOLTS, ANO ()THF-.Tl COhICRETC INSf:RT^ e. F'LOOP AND ROOF FINISHES. SHALL BE K-11 SF CURED IN POSI77t?N PRIOP TO ri-ACING CONJCRETE. / r. SPECIAL ^ <-r � � �^ -- ?... ANCHOR BOLTS SHALL CONFORM TO ASPM A,307, UNLESS NOTED OTHERWISE. IN..r�ECT.CNI Sheet rifle f. STAIR FT?AMINC; AND DETAILS, EXCEPT AS SHOWN. PROVIDE: STANDARD IIAI? CHAIRS AND SPACEPS' AS RE•QUIRE:1) TO MAINTAIN �'�~ -•'-"~~--�~ � �" g. I)1M,ENS_;.°."!., NOT SHOWN ON STRUCTURAL DRAWING'S. PROVIDE PROICGf10t•1 :;PECIF7F_D. GENERAL NOTES3. STRUCTURAL STEEL DF_TA(LING, FABRICATION AND ERECTION SHALL COAFO RM IN ACCORDANCE WITH UBC CHAPTER 17. TETE FCH_LOWiNC TYPES OF WORK REQUIRE 7O THF. AISO: "SPECIFICATION FOR STRUCTURAL STEEL. BUILDINGS - SPECIAL INSPECTION. ,SEE 711E SPECIFICATIONS AND DRAWINGS 17OR ADDITIONAL 6. SE[' MECHANICAL, PLUML?ING^, AND ELECTRICAL D12A4?riNt)S FOR T7-lE 7, CQNCRCTE CC1\hTc' PROTECTION FOE? REINFORCEMENT BARS SHALL E3E AS c- r c r " kf=(JUfF?FJUFNTS FOR INSPECTION Afdt) TESTING. FOLLOWING: ALLOWARL.F STRESS OFSIGN AND PLA,T(C OFSIGN, 1(3£19 F'(�ITIOA:, WITH c ,r ,, FOLLOWS:CONCRETE A.ST 3'lf!-69 SECTION 7.7 FOR CONDITIONS NOT NOTE:).) AMENDMENTS, AND THE AISC "C XF OF STANDARD PRACTICE FOR STEEL e. PIPE RUlV�, SlJE��S, HANGERS, TRENCHES, tVAU_ AND SL4CJ Of'ENlNG..,, a. GONCRF''rf: G�A`_�'f AGAINST AND PERMANi.NTLY' FXF'0:�':D TO EARTh! . .3" c" _ ETC., EXCEPT AS SfICk'N OR NOTED. BOVDINGS AND 13F;IDf;f.., 1988 EDITION WITH A+AAWNIPMENTS, -'- b ELECTRICAL CONDUIT RUN^ S ^ � CLAPS. b. CONGRF TL_ EXPOSED 'f O FAkTH COR %UAMIT1 p� ITEM PER CHAPTER 17 DESC:R!PTION- BO�T•. , OUTLETS IN t'NALJ..,, AND LAI'.,. I_ ��_ _ 1 - _ o GARS Lk; AND lAE?CLC? . . . . . . . . . . . . . . . . . . . . . . . . . 2" 4. WELDING SHALL CONFOPPA TO THE AMERICAN WELDING SOCIETY S"TANDARD t. C(�N°,�� -STRUCTURAL C(NICREIF: -A4 C. CONI�?F.TE LN,Er,l'S FOR FIYTURE_,. 3ARS #.. AND SMALLER. . . . . . . . . . . . . . . . . . . . . 1 i i d. SIZE AAn LOCATION OF MACHINE OR EQUIPUENT BASES, AN'(f!Oft � Di.l LATEST EDITION. EU CTROD}S FOR SHOP AND FIE11) WFUIS SHALL + " c. C('h'!CRF rF.' NOT EXPOSED TO WEATHER CIF? IN CONTACT WITH GROUND' CONFORM O AM A,.1 OR AWS, Aa.5 (-LASS E70XX. SUBMIT SPECIFICATIONS !.. -�� FICFLTS FOR MOTOR �Ilru INT`',. c r $ r !w -- SLABS, WALLS, JC)IST; I I BARS AIv'U SMAUJEE. . . . . . . . 3 �" c AOI.Ta IN_•TAIJ.F.T) !.'J (JAICRF.TE -Wr'EDGF" ANCHOR INSTALLATION dr + ■ - • / O: f ROPOSEJ) SURSTITUTE F7!.LF.'R METAL 1'OR APPROVAL. t r. N4 f'OGF TOP MEC UNITS WITHIN 2.i 0 Or ANY FXTRI()R WALL_ r r c STIRRUPS, Sr�JRALS . . , . . . 1 i/1" HMER! 1M'9JCATED t7t+i DRAVt7NG': 1?t AF�s, GQI.LFMN� - ETES, „ "N .. PR ALJ. Er--csvY 5. SPLICING OF ;STRUCTURAL STEEL. MI HS WHERE NOT DETAILED (M! THE �+, 7. MFTFlt!OE', PRCXfDt1REF AN.7 SECKJENCFS OF CONSTRUCTION ARE THE B• RFJNFORGINC STEEL FOR CONCRF7F. SliAll OF GRADE 60 AND SFIA�IJ CON77.A(;T OOi UMFNTS I5 PROFIIBJTLf/ WITHOUT TFIE F'RlOf? APPROVAL- OF 3• � p- _ r -- � � REINFORCING STiTL R-fNF(*..CING SrFEL PLAuEMCNT Cs LT(' RE.SPGN'Sil41t!TY ,7F TUE C<INTRACTOR. THE CONTRf,(TIN? SIIAt.t.. TAKE. ALL CONI:ORM TO ASTM A6i� OR A70b rQF, W!lJ% TYPE REINFORCING :TL-Ep- THE STRUCTURAL I:NGINEIR AS Te) LOCATION, T-PET OF - '!_ICE" AND jN 771.T OVAL!_ PANELS '� r NECESSARY 'RFC UTIONVS TO MAINTAIN AND ENTIRE THE INTEGRITY OF REINFORCING BARS SHAD_ NOT OF TAC l< WEL.DI7), WELDED, HEATED OR CONNECTION TO SE WAVEAND POUR STrZIr' 71-IIFSTROOTJRE AT ALL STAC:FS OF CONSTRUCTION. CU'r (AILESS INDICATED ON THE CONTRACI DOCI!MF_NTS OR APPROVE0 nY _ _ _ THE 57r?UC1UF?AL FJ!lGfNFt:R' FI. !-!FADED CONCRETE ANCHORS SHALL IIF' NF-L^ON HEADED CONCRETE 4. KELDING -AU_ FIELD WEL OrNG � 8. THE CO,1,MACT STRUCTURAL DRAWINGS AND SPFCIr7CATIONS REPRESENT5 r ANCHOR,.; (OR API'RCVED EQUAL), AND SHALL CONK-RM TO A^TM Alm. --ALL SHOP IIIE DING oHCI, c 0 9. WELOINC REINFORCEMENT BARS, WHEN APPROVED GY THE STRUCTURAL � -711E FINI_• STRUCTURE. THEY NOT INDICATE THE METHOD OF ANCHO:'S E41A11_ fir AUTOMATICALLY END !AELDED WITH SUITAHLL. ,,IUD - --- -- ;k CONSTRUCTIC.N. THE CONTRACTOR SHAD. PROWDE ALL MEASURES UNGFNEER, SHALL CONFORM TO THE AMErJCAN WELDING SOCYFTY S T ANIIAf.DOR IN THE FIELD. 5. WT=LDIWG 1:OUIPMEN 1" IN THE SHOE' WELDING PE -NAILING AND STRAPPING NL:CESSARY T') PROTECT THF_ STRL.1CTLIRE, WORKERS, AND VISITORS DURING DIJ, LATEST CI-ATION. E-70XX ELECTRODES SHALL BE (ISM IN WEi-DING IN ACCORIIANCE Vt717-I THE REOOMMLNDATIONS OF THE NELSON STUD PLYWOOD THCCI<ijcs: & �• CONSTRUCTION. SUCH FAEASURf HAIL INCLUDE, HOT NOT BE L.IMIT!"D TO, A706 REINFORCING BARS 1'r3 A38 STRUCTURAL STEEL COMPANY. INDEX & GRADE BRACING, S� MyG FOR CONSTRL/t"TIQN LOADS, FTC. VISIT; TO THE- SITE !�_ - .... BY THE STRUCTOPAL ENGINEER SHALL NOT INCLUDE REVRFW Or THE ABO1T 1fi. )(:TILLING OF CONCRETE REINFORCEMENT BARS AND ACCES,CX?Ji"S SHAT:_ GROUP Ml CK"ESE 1997 CGiVr ORM TO tHF. RECOMMENDATIONS 0►` THE A.G.I. ' r AILING MANUAL, ALL RIGHTS RESERVED i TFMS. ACI COMMIT r_ 31.5, i 9813, THESE DRAWINGS ARF. THE PROPERTY OF P. OPENINGS, POrKETS,, ErC. SHALL NOT FIE PLACEG IN SmUCTURAL I CROUP MACKENZIE AND ARC NOT TO RE 11. GRO:IT ^:1lAU_ 6F= NON-SHRINL'Af)I.E GROUT CONFORMING TO ASTM 0827 USED OR REPRODUCED IN ANY MANNER, F�TROCTU IUNLESS ENGINEER. EEF_CIfICAILY ICrAILET) OR APPROIrD BY THE AND SHAII 14AVr A SPErIFIEft COMPRESSIVE ;:TRC_PI(GTN AT 28 DAYS, OF WITHOUT PRIOR WRITTEN PERMISSION STrtl.lrTURAI ENGINEER. 5000 PSI. PRLGROUTING Or BASF PLATES, WILL NOT BE PLL?fAITTED. SITE: CAST CONCRETE TESTS BY INDEPENDENT TESTING LABORATORY . .�..�-- ...- ..... .-.-- keviSions: 10. CONSTRUCTION LOAD (MATERIAL AND EAUIPMFNT) S71ALJ. NOT FXGELP TrIF 12, FORMS FOR CONCRETE SHALL OF LAID OUT AND C:CNSTRUCTFD TO PROVIDE 1. SAMPLE THE F.R OFSIGN LIVE L.OAD PER ;QUARE FOOT, PROVIDE_ APT-QUATF SHORING AND/ ' `" ^T DAILY TF?l1(;Y LOAD OF I;FJIDY MTX CONCRETE AND EACH �n nL0 FOR THE R17001REO CAMBERS/SLOPES; TFIE rH Tn) K LOAD TH�J?EAFTER COMP!..YJIh!G k'IrH ASTM G 172. o zw ci c i y OR BRACING W1tFRF SiTRUCTURi:S HAV!' NOT ATTAINED DESIGN STRENGTH. intim, ;EVASION EDITION `>:E o �'v_, CLOSING DATE 11, WHtTI A DETAIL IS IDENTIFIED, THF CONTRACTOR SHALL APPLY HIS 13. PROVIDE SL!-EVES; FOS? PLUMBING AND ELECTRICAL. Of'f:NINGS ;'V CONCRETE 2. PERFORM ONE �ZLUMP TEST FOR THE FIRST DAILY TR!!^K LOAD or READY wz 2� � BEFORE PLACING. COPING THF: AREA OF WORKci B 7 9 10 X 2 4'–7)p 24p--` 24'- 9" () V c k cd 1:-1 J c < 7> < S8.1 Sim dD IT =.j CA C=-T T-m < 2 FI-91 ��I I �i 11/x �. 0 0 v jc Ott) > A-4 0 El 3 3 (D 5 2 2 5 2 Project El3 BUILDING 16 OREGON 3 BUSINESS PARK 5 FEAS4T PANEL REPLACEMENTS ELEVATION -k- + PANEL THICKNESS= 53�` Tigard, Oregon C) 1 6 ss.1 Client Q + �� + PACTRUST <1 10 9 C4) 1 5 4 I 1 4 6 4 �1 T Sheet rmt� 6 EXISTING FOUNDAT110N PLAN & 12" THICK FANE!_. NIEW PANEL ___Ar LEGS AND EDGE ELEVAT10HIS STOP 0 EXISTING 4 Pit-ASTER ELEVATION ryp 2 UNO 12 f 12 N Qs a�-, (DstEl 24'-7" 24'-7" 01 7M 73'-11" 7/ 7 8> 9> 10 FORTH PANEL REPLACEMENT ELEVATI ON 19. 0k,JTH, PANEL REPLACEINT-3-7 ELEVA71ON _411-------AREA OF-WORK PANEL THICKNESS=- 5Y.111 PANEL THICKNESS= 5,1�" TYP " OC, GROUP MACKFN71E 1997 12 0 frHICKENED ALL RIGHTS RESFRVED THESE DRAWINGS ARE THF PROPERTY OF GROUP MACKENVE AND ARE NOT TO HE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION � Ovl s-lorls. FOUNDATION PLAN GENERAL NOTES PANEL KFEYNOT ES –o REVISION EDITION jj)jm r. 1,,-, FLOOR SLAB b. REPAIR 1. #4 0 12- OC EA WAY, AT q OF PANEL wo V'. 577 e-, -v, CLOSING DATE TPIOPOUC14LY CLEAN ENTIRE SLAB SURFACE, REMOVE ALL DEBRIS 1. APPLY EPDXY BONDING AGFNT "CONCRESSWE 10011-PL" OR 2. (2) #5 0 q-, OF PANEL, AT ALL PANEL FDCES AND MISC. STAINS 13Y SCRUBBING, SURFACE GRINDING, OR APPROVED SUBSTITUTION 3. (3) 6--, 9 EA FACE OF PANEL., EQ SPACED IN LEG FOUNDATION KEYNOTES SANDBLASTING TO OBTAIN CLEAN UNIFORM SURFACE 2. GROUT W/NON–SHRINK 4,000 PSI GROUT "11AASTERFLOW 928" 4. (4) 0 EA FACE OF PANEL, EQ SPACED IN LEC " APPEARANCE 3. SACK FINISH AREA AS REQUIRED TO PROVIDE UNIFORM 5. (2) //5 @ q OF PANEL, 2'-6- PAST OPENING 1. EXISTING 5CONGRETF SLAP b. FILL ALL. HOLES AND CRACKS W1 "DURAPATCH" SURFACE ON EXTERIOR 6. EXISTING PANEI, TO REMAIN 2. EXISTING POUR STRIP TO REMAIN c. APPLY MINIMUM (2) COATS FLOOR SEAI.FR TO ALL SURFACES 4 SACK FINISH ENTIRE WALL ON INTERIOR SURFACES 3. 2'-0" X 2'-0" COLUMN j !.00KOUT, SAW CUT AND REGROUT 4. EXISTING PANELS FOOTINGS 5. AT INTERIOR PANEL PICK POINTS GROUT AND FINISH AS NOTED Af30VF 5. NFW CONCRETE PANEL a. CONTRACTOR TO VERIFY ELEVATION AND LOCATIONc. REFINISH 6. SAWCUT SLAB AS REQUIRED FOR PANEL TO FOOTING CONNECTIONS Or EXISTING FOOTINGS 1. PAINT TO MATCH EXISTING r REPLACE PER DETAIL 9/58.1 INTERIOR AND EXTERIOR CONCRETE WALL SURFACES PANELS DATE: WITH ROCK POCKETS, SPALLING, ET-C. OTHFf? THAN 7140SE AREAS a. CONTRACTOR TO REMOVE, EXISTING WELD BAR BETWEEN DRAWN BY: BE NOTED FOR STRUCTURAL REPAIR I.E. f3FAM SEATS LOCATIONS EXISTING PANELS. CHECKED BY: JDM/1,BO AND HIGH PRESSURE GROUTING WILL REQUIRE THE FOLLOWING: b. HIGH PRESSURE INJECTION OF' "CONCRESSIVE" STRUCTURAL_.a. SURFACE PRFrARA TION CONCRETE BONDING EPDXY GROUT INTO ALL VISfRL..F CRACKS 1. REMOVE ALL LOOSE OR CRACKED CONCRETE TO SOLID SURFACE ( LIGHT 13RUSI-I HAMMER OR CHISFI-) ON EXTERIOR SURFACE OF (7) PANELS NOT REPLACED. WORK RY "HARRY S. PETERSON" OR APP1?0v[-__D SUBSTITLITIO0. 2. RFA40VE ALL PAINT FROM AREA REQUIRING REPAIR 3. REMOVE ALI. DEBRIS FROM VIRE DAMAGE FOR A SMOOTH REMOVE All PAINT FROM AREAS REQUIRING' REPAIR, UNIFORM SURFACF AFTER THE EPDXY HAS CURED, THE TEMPORARY SUPFACF SEAL. IS TO BE REMOVF:D, STRIKE ALL CLACK JOINTS AND 2ml SACK FINISH AREA FOR UNIFORM APPEARANCE. REPAINT TO MATCH EXISTING. or N07 BUP97-0139 16748 SW 72"' BIDET 4/30/97 REV, D P 297057 10 ol'i 2 'SEERMIT SET4/28/97 IF THIS DOCUMENT IS LFSS TTITIIhllllllll IIIIIII IIIA 11111111 VIII I IIIIIII Ij111�1i1111111 lull I Illll�l lllllll IIIIIII VIII I IIIIIII IIIIIII {1{IT�1 lull 1 11i11j1 I�1 1 1 1111111 1111111 IIIIIII III I I __-__�1�_!�L_I I I II 41 LFGIBLF THAN TillS NOTATION, 81 No.36 IT IS DUF TO THF QUALITY OF THP ORIGINAL DOCUMENT. 111111111 111119 3 1 61 Y31 Li__- z 1111111111111allull "LoIAfill, Ili,ill 1111111 Im m Ili ill I till 111111111]1111111111111111 F111:1111 111111IL1111111111 11111111 1111111 .1 e a r f..r.w.r..u...rnr...rn..rr.n'w.a.-_ti._a...-...•...._...•.r�-r+n...-............._... ........._..-...-.r......_y.r.......-.r...... ,. ..-._,._._..- -_... .. _,.....-r_.. ....._.......-._._..._....__-__. -_..--_. _ ... _ .. 11. �r -SIMPSON LSTA v0 a Nat, STRAPS A 4 -0 OC � t� 1 2 3 4 5 6 7 8 9 10 ACROSS FIRST (3) PURLINS - - _ 221'- I" _ __ _ - ----- ---___ -- _. ------ ROOF- F:HFATHiNG 24'-9" ------ 73'-11 r,-- r; I — — — """� l /1 / ' 10 5 �.. ...._. 1 _ C {r j '_.�_. _ . �... ...I ..........M.._... ; 71 ! 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TYPO- 0 �I 7�'--11" r EXISTING GLU--LAM BEAM 3 lins EXISTING PURLIN TO BEAM CONN. z a. 2 3 4 5 6 7 8 9 10 -----�— » ,n S2.2 0 C GROUP MACKENZIE 1997 0 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY Or —EXISTING ROOF SHEATHING GROUP MACKENZIE AND ARE NOT TO BE �---- - ADD 2x4x2-'—o" FLAT WITH OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERN,iSSION ROOF FRAMING PLAN evisions: f 52.2 1/16»==1,�.�. _._____ —ADD 2x4x2'-o" W/ (10) 12d VNAILS ALTERNATELY ON EA _ -- — wy w REVISION EDITION SIDE - - - - - zZee: �N CLOSING DATE ra -EXIST ROOF & TOP R KEYNOTES ------------.......... _ 1. 19/32 APA RATED PLYWOOD SHEATHING, INDEX 32/16 r EXTERIOR GLUE W1 10d ® 6" SOC t� F'AtJFL EDGES, ' -''x� or 4 12" OC E1 INTERIOR SUPPORTS - - =- - - -- EXIST SUBPURLIN AND HANGER 2. 2 X 6 #2HF SUBPURLINS 0 ?_'-0" OC W/ SIMPSON F26N HANGERS 5�' SIMPSON LTT19 0 EA _ I' 3. 2)�" X 16}x" GL.U--LAM PURLINS C=X" 4 8'-0" OC Will � , SIDE OF PURLIN 0 4'--O" OC SIMPSON HH82.6 HANGERS �� W/ 3/4"�0 THRU BOLT DATE: 3/21/97 4. EXISTING GLU--LAM BEAM W/ PARTITION WALL BELOW. SIMPSON HTT22 W/(16) 16d W/%-0 ACROSS FIRST + 5. EXISTING ROOF FRAMING TEWEADED RODS W/ SIMPSON FT22 EPDXY ° (3) PURLINS DRAWN BY: BEB do 5°' F_MAED AND SPECIAL INSPECTION. >� ' IN FROM GRID 4 A AND O CHECKED BY: JDM/LBO SPACE ® 4'-•0" OC BSc AL;CN WITH t. ' SHEET 2x6 SUBPUFtI_INS. • -- EXISTING PURLINS EXIST CONCRETE PANEL �rS2m2 4 EXISTING SUB—PURLIN CONN " r;` SUBPURLIN OONI�' w 822 _ - -1'.-0» OFTOP PLATEBUP97-0139 ,2,2 * EXISTING .-_�_..._ �..�-_. 1 1/2"=1'--0" 16748 sw 72 a BID SET 4/30,/90? 297057 or 12 REVISED PERMIT SES' 4/28/97 � an,�l �� Ia�?:�a IF THIS DOCUMENT 1S LESSIlf IIIIIIII IIiIl11 full I lilllll I �III I Iilllll liflTTf t1r�tlT 111 1 1 T11 1�T II !II 111111 III I l lil III III 111 III IIl lIT l l i1� T11 111 i 1 111 111 111111 111 III 111 1 1 A � "�"'"'"'�""'~'"" LEGIBLE THAN THIS NOTATIONS �..L_ 1_. S ___ 1 , _i_�_ _ ____� Q IT IS DUE TO THE QUALITY OF [� TNN, ORIGINAL DOCUMENT. -- -- _ -- _--- — --- -- No.36 Illl ll�lllllllllilllllllll�llll Illl�llli!Illl�llil IIII�IIII IIII�IIII IIIIIIIIIIIIillllll IIIIIIIII�IIII�III 1 t IIIIII IIIIIIIII IIII�IIII TIIIIIullllll�lffi iciIt ililll�lllllllll�llllrliiil lililli� lhiii�iiii 91 ililllllillil�ll I illl�llll II ull :I v4 TOP SEE DET 4/S8.1 / SIMPSON 6236 VY/(12) 16d ' Vr - ROOF SHEATHING 0 EACH PURI-IN <[> ----_------';HEA THING G t 1. 1/4"'1 /" 1 1/4" _.._DBL ROW OF 10d 0 6" OCLu Lu -� AT EXISTING AND NEW - — - DCIUBI E ROW OF 10x1 a 0 SHFA THL'.'G 0 SIM CONDYI ION wr..__._.._ - w..-....- ._. w_u_...._.... ..__.._._._ .._. _._,...... NAILS 0 4 OC PLA'-'F ._....._........._........ ..Ww _ w ,�... �� .... _.__- __ _. .-.__..... _.. .._ ._..___._ ._ _.._ _ ONE ROW ON EACH SIDE Of' ANCHOR BOT +0 0 `, � lx7 L _ PURL INS W/SIMPSON ' X6X7- - (IANC'( 14 END EA E; _. 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' J SHORTATOC 10d PAC'i'RUps7 S1:.1 ---_- GLIJ-LAM BEAM w cp " c� nom.. o STAGGERED (1) POW " COLUMN x ON EACH SInF. _ + BASF_ P � X14X14 Ca U -- -- �j -' W/(4� 3/4"0 EXP ANCI-1 --- FINIS H FLOOR � OF ANCHOR HOLT. --- i,/ 6 MIN EMBED 1 1/4- -PLYWOOD /4-PLYWOOD SHEATHING FOOTING ' 'f;> COLUMN S/`1 G it _ a r �-' �_ _ M SPACE W/ �� A I I�IV `' I Sheet Title �. ..._-_••-•,---_.. --- SIMPSON H^, .C,,'1 7--: , ,r . H _ - e--e --_ '"' (4) HDVA HOLD-•DOWN aP� / NON-SHR! GROUT A R _. -.... _:_-...... _.._.._.._.._.. N ®ET K - • (2 EACH SIDE) N.T.S. �\ MILS ----- •�;: _,.__.. . o o ::. 0 A307 ROD -E31_OCKOUT. GROUT' FULL f 0 0 _._ . ._ ►- 5/16 c c 1 4. „ PT TOP PLATE W/ - (HINGE EXISTING 0 SIM �-.� -•EXISTING CONCRETE FLOOR - __......._._._-,._.... 0 0 0 0 o C? ..._.... . ..___.._. - _ �IMPSO SS yp y ; 3/4"c� A13 gD Q'-0" OC - ..... _.._. . _.... ._._ . .Y_...,�.. S1 AR S CONDITION) cv � : , r _ - 1 ( LOT A f ; .I - N STRAP ACRO CL BM 7 _�-... ...._ ,. : :.' T SIM, SEE DETAIL- 3 S2.2 SIMPSON H7T^2 W/(16) 1f�d W/ "Rs -- ._ W/ MIN __.._..__ _._._ ..__..-._..___...__.. _ y ` n. J COUNTERSUNK ...... - _ ,. ..,. .., .{ , y a TH DEU f20D` �" i 6" CME3f DMEt�I7 REA - S W/ SIMPSON E7_22 EPDXY •: ,.' n _.----------EXISTING FOOTING _ ` '••q .,.'�'- , - - PLAN Q N SPINSPECTION. • �.._._ __._ _...___._ >t ..,a•. �• •f•v..,� � ��"'"'r�: r .�^^��'�'�.�.� • _� w. - - _ " EA�If3F� A�+D - ---- - --- ---- -• - = URt IN 51:E• FRAMING & 5 EGIAL t=UR S1ZI= AND HANGER SPACE 4 -C) UC tg ALIGN W!fH NOTE: CONTRACTOR'S OPTION- CUT _ '' SOF? PLJRLIN SEE FRAMING - --• EXISTING COI. S'-0" AF30VF FIN Fl.R, 2.x6 SUBS• Ur.LINS. PLAN FOR SIZE AND HANGER ----. GL. BM. - :,EE ROOF c --- ---- _t-RtAMING PLAN FOP WELD NL W CU!_r WI7If I'/;17TlAl_ _ ` r �. _` ,�i , QRS= SIZE, UAP TOP OF REAM AS PENETRATION ION �INGL.E V EL1T7' .IOIN7 -� , r EXIS T L�1G CONCRETE PANEL � N'�t+ f GROOVC WELD, B--?2 70 EXISTING / ----SIMPSON Vl3 t3RAGF__ � 1 HINGE CONNECECESSARY �D,`TOLCCC)MODATE SF_�,TION i»• �N SIDE OAT F COLUMN.A(SIZE H • �R CB _�`--` AS REQUIRED VOR CL. 6M. / N.T.S. -------- QM. v HINGE CONNECrTION '; F, COLUMN T10 FOOTIN � �. 4D � . 314.'=V—C' �,�a. - _ V.B. f ...LJ�>� _�__ I q JR-r ".�R[.1N CONN. AT_ TOP PLA r �.� , NO ;;CALF + :� 1/�"-�'- n" x' .� 1 1 j '•-1'-a» o GROUP MACKENZIE 1997 ALL RIGHT'S RESERVED r THESE DRAWINGS ARE THE. PROPERTY OF GROUP MACKEN711 AND ARE NOT TO BE 01-0-1 Am 01---- (2) #,5 A706 X 0'—f9" L2 X 2 X �s X 0'--4"~ 1r i—` USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION -----CONCRETE WALL PANEL. - - - __r.�.--------._--.--DOO1R ARMOR, iy" AENT 11'' VV/ r SIM CONDITION (AT SIM, NOTCH GI.Q W/(1) "vf ["FOXY " � - FOR BARS & EXTEND ANCHOR NO EPDXY ' k©visions: <: -2'- 0"x?_,-0" x >`4 DOWELS - » BARS AS REO'D TO ANCHOR ® 'SIM) �E;XISTINO PANEL 0 w� y r 4 -C) J;ALONE: FIN rrl.R �j•- -_-�- - zor to to A". 12" 00 _ �~ T REACH PLATE ON OPP oW w 2t X. REVISION EDITION -L 3x3x1 lx FULL. WIDTH w� ;.. f-NOTE: I -_- W 112�r- x 4" [1tNS SIDE Of GLU---LAM Z o try CLOSING DATE PLACE PANEL_ TO Fi C 1' C)" � " f=XTENp ANP ---- I --- I " Cr z� - --- i 1 .__0 OC 012 #5 x 1'—CJ 1,oc,A7E (4) AN�N��R� � R 4 Cr CCINNEC;rIUN MAX 2'-• 0" �t - ® 1'-0" OC ROM EA END OF EA PANEL. ---EXISTING CONCRETE SLAB _- " TO Ur-AK 044)-LA1� +- S!1l.�1 Ac GROUT AS REQ'D �c SA WCU T 0 POUR STRIP AS U .- ----- - WELP, W 1 2" FLAT BAR. tV SAWCU I EXIST SLAB 1 _l _ __.__-__� _ _. -- X X 6" / / REQUIRED - . id #4 DOWELS 0 12" OC t I'N FlR , o-- -- —0 o - INT BOTH X 14 E1(' - �, ., ._.� ._ (A R PANEL.:- 0 F0J. f—T---r - - EPDXY 6 TO EXISTING SLAE3 a ;ata • --•.• .:,....a, � .._ti I- , �, --- T/SLAB - - - o k� „ • ,' " ' D - - - -- I - '� --J4 VVFLS, #4 e. 12" ()r^ s_ o - _� FTN. GRADE •° '�" ,., ` En0!(Y Fi" INTO EXISTIN(' '�I.AET �• �,��� -`' -{" �4 '- y. ♦ �' fit. 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