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N . ) — ; tj I I I v ' ti}L- gas,IF I r � s11 Elevation: 0-0 ____-------- ---- -1---L- ----------•------- -------------- ------ --�- - ---------- 4 Dia EXP ANCHOR 6% ��/// �o� 399MI �9t / !�'' \ C �. h/ 1 TREAD TO F.O.FINISH 3' EPMED 4-630 TREAD TO F.O.FINISH 8 TREADS a 0-II - 7-4 _ 4-9 ,�• �^�ti// ,' �93y � x6\. STAIR #3 +� � 6 �r +�tl�e�, f i e � s� wL ; r•r uj ;r a If Nl- s Q' /�y �a ,/ / ``I •,, �� DRAWN BY: G E B Iv / CHECKED E H \ / JL_S / . DATE: `� 1 -07- .:•.., PLOT SCAL NQS SECTION SCALE Elevation: 15-0 (U. N. ) B MGM NTS REFERE"ICE R CH AI DRAWING r r ' RENEW. 12,11-0 tI1P 20 }: q P&C CONSTRUCiT _ . ION , Ow NO , F' ��iaflEK�eM��,'1 f,,.,»... _ ___ ..-----.,r-..—, ..,. .-......-.•,., ,« s._ - A'-'^"' ,..._ «-_..---,..,.:_...-__•-__ __ ..--, - --- _. ._... ..-..-_ —....-.. ,-.....-- ..+•----- +F.y r �T v ilir fll lNf !I III 1 ( i it ill ! illi II ! 11 flu lllfj il! iIIljNll 1 IIII ll!Ij►III t i 1 1 1111111 lillllil ) uiilll II 111 iMllll uilluil II Illl ull II 1 . I I 1 (t !I lill 11 IIII�!I lu I I I U Ii 111111 111 I Iljli I 1 ril ii LE0 1TY siTll! I I I ! ( I� t I 12 II 1+4 I7 II I� 21 2 2 25 �d� 2 o ,..: ., I`7 a? 61'�( [7 1fl, �Ie. rw';g , M kA +'N f L , r b , A� r9 i v •w : '. :.: :. ...6 u , + { 7' 4 i a r, S, uL 51, � F i ;r 1 Law ' 1 V Zen 4` 1 c cu 1 �w�u f+lfll i�! I 1 I 1 i— -.rte I t�� J 1 I � � I I < _jl 14� w— p4 F-- --- --ww-re---------- --------- ---------- wwwo------s-owwrwwws_ a or ; 1 IJ6 , •w I x l e l SECTION I 1 w 1 1 -- --, -� , I � - - -��i-�-s -- �{.-�1f-�1 --�w-wwt♦Of-,rte_ W' �,� - �f_ Iwlwf► fill ii�fw-iii��wi f.i- -fw-� � • KT �p�S T-3� wwjrr� 1 4 I to , I LEVEL �T�AIR PLAN GEDUPPER LEVEL STAIR PLAN LOWER mama 0 1. 4�,7: ":,.M" _ ��t�...t�fl-:Nunk f�.r�, � dpi'?",•_. , e 1 1 wl-iJ♦R!!_!1 --O_- _ > � 1 w e w FM DAM M--05-37 j NTS SECTION SECTION 4 NTS� M q . ' •„ —w_w —ww---•�— w_wwaw_www_wMwsNw___M DETAIL 5 glECEIVED ITIM RENEW. 12-31-0 WAyIM Na '" `JUN a x001 ,� SECTION 2 P&C Cni�S f Rtl(;T1Ut� • I014 , -- j ;G IF I IIII r ' I I t . y I 13 14 .e I se Iv as al 2a l a a'b z3 2e at 2"t� a� �o 17 J to �!a , r �Lg4:yx y t i i v ,y, ,_..,...,,.xa.d.s,.wa.a.. ".«,. _ -__.... ,uNA* ., -- ,• ,....r:.Y.+r(w w•..n,r...,_...ww.,ra,.,..,... All AN/ .' wJa,,.....w..l:....«.nu��r�r�flr'r.awe�+:wi�.�e�e..+:� M II.DREN DESIGN GR P.C. ' ARCIII'IF('IUKE • SPACE SING 7650 S.W. Beveland, Tigard,Oregon 97223 Voice: 503-244-05 Fax: 503-244-041 U n,, r OF L7 O [11 — 0 a 1 , T m / air nc) _ _ -�- c� - M x PROJECT LOCATION51 z > J _ < i ��BL D HART RD GARDEN i 3056 a � � y RD E "k OD Li N TAYLORS FERRY RD 5' Zone Analysis WEIR RD h y 3 Owner _ �-- - ZONE: MIXED USE EMPLOYMENT (MUE) � -/ Q OAK T OMONA S 4 E Pacific NW Properties ALLOWABLE USE TYPE: GENERAL COMMERCIAL R� PROFESSIONAL OFFICES ��y w a DAK TA ST GRP STEPHENSEN 6600 SW 105th AVENUE, SUITE 175 I •A VER TON OREGON 97008 PROFESSIONAL SERVICES ? BL i PROPOSED USE TYPE: GENERAL OFFICE S�� n, A� �jcoo Y es VOICE: 503--626-3500 FAX: 503-671-0211 In $T RD WALNUT � .Ip -� TIM Butt T i a rl��R F W a r GAAR McDONALD ST c KRUSE S Mtn g IRC a } + Contacts: Code Analysis BULL MOUNTAIN *:0 T W > BONITA RD �W Project ASED ON THE 2003 INTERNATIONAL BUILDING CODE (i9C) WITH 2004 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS , > — e* ARCHITECT: LANDSCAPE ARCHITECT r CI ATTLER S PARKING STRUCTURE ( LAO TWO STORY) r N L�4 Mildren Design Group, P. 0. Viridian Envi�-onmerltal Design, LLC OCCUPANCY S-2 END RD D AM RD = ^ ��d��r� ` j a 7650 S.W. BEVELAND STREET 81,3 S.W. ALDER, MEZZANINE 8 B a sNa L 0 9 PORTLAND, OREGON 97205 CONSTRUCTION TYPE II-B o H IR �p� ` ��' REEK TRE meq. SUITE 120 oc j h: PORTLAND, OREGON 97223 VOICE: 503-222-1639 FAX: 503-222--1853 a ALLOWAr LE AREA AOR A "S-2", Dur r 1 VOICE: 503-244-U552 FAX: 503-244-0417 CONTACT PARSON: MIKE O'BRIEN TWO STORY BUILDING: 26,000 SQUARE FEET Owner: 1 TUALATIN oq CONTACT PERSON: GENE MILDREN MOBRIENOVEDLLC.COM NW GENEOMDGPC.COM TOTAL ALLOWABLE HEIGHT 4 STORIES R DS � Pacific Properties TOTAL BUILDING AREA 25,567 SQUARE FEET LOWER LEVEL Vicinity Map , CIVIL ENGINEER/PLANNING: MECHANICAL ENGINEER: 23,852 SQUARE FEET UPPER LEVEL F<&W Engineering, Inc. 49,419 SQUARE FEET TOTAL Not to Scale q T. M, Rlppey Consulting Engineers g g 7650 S.W. BEVELAND STREET 9400 SW BEAVERTON HILLSDALE HWY SUITE 250 - 5--2 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 7�'-0" PER OSSC SECTION 1013.3 SUITE 100 BEAVERTON, OREGON 97005 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 6600 SW 105th Ave.,Sul i 5 TIGARD, OREGON 97223 VOICE: 503-292-6000 FAX: 503-292-147 Beaverton, Oregon 97008 VOICE: 503-443-3900 FAX: 503-443-3700 CONTACT PERSON: DON PFAFF BUILDING FIRE RESISTIVE REQUIREMENTS (TABLE 601) _Sleet Index _ CONTACT PERSON: KARL KOROCH (CIVIL) NON'-RATED CONTACT PERSON: LANS STOUT (PLANNING) INTERIOR NON-BEARING WALLS NON-RATED PA0.1 COVER SHEET S1.0 STRUCTURAL GENERAL NOTES STRUCTURAL FRAME NON-RATED PA2.1.1 PARKING GARAGE - LOWER LEVEL PLAN S2.1 LOWER LEVEL/FOUNDATION PLAN ROOF PA2.1.2 PARKING GARAGE - UPPER LEVEL PLAN S2.2 UPPER LEVEL SLAB PLAN ELECTRICAL ENGINEER: SHAFTS 707.2.7.1 NON-RATED PA3.1 BUILDING ELEVATIONS S2.3 UPPER LEVEL P/T PLAN STRUCTURAL ENGINEER: ( ) NON-RATED AAI Engineering, Inc. R&W Engineering, Inc. FLOORS PA3.2 BUILDING ELEVATIONS S5.1 CONCRETE DETAILS Protect: g g 9 �� STAIRS (1019.1.9) NON-RATED PA4.1 WALL SECTIONS AND STAIR DETAILS 55.2 CONCRE'E DE'i AILS ►" 4875 SW GRIFFITH DRIVE, SUITE 300 9400 SW BEAVERTON HILLSDALE HWY SUITE 250 PA5.1 DETAILS S5.3 CONCRETE DEI AILS Tigard BEAVERTON, OREGCN 97005 BEAVERTON, OREGON 97005 FIRE RESISITIVE RATING REQUIREMENTS FOR EXTERIOR VOICE: 503-620-3030 FAX: 503-620-5539 VOICE: 503-292-6000 FAX: 503-292-1422 WALLS BASED ON FIRE SEPARATION E2.3 BUILDING 2-FIRST FLOOR LIGHTING PLAN Triangle CONTACT PERSON: RICK AMODEO CONTACT PERSON: JAMES MITCHELL DISTANCE (TABLE 602): < 10 FT. 1 HOUR E2.4 BUILDING 2-SECOND FLOOR LIGHTING PLAN > 10 FT. NON-RATED Commons Building 2 ` STRUCTUftA1-}1;EVlEW COMPLETE SW Clinton Street �,� _•� Tigard,Oregon PERMIT DATE MILLER CON ULT[NG�C;I�IEERS k �y Sheet Title: 0 0 d • o Cover Sheet Leaal Description: A PORTION OF BLOCKS 7, B. 13 AND 14 OF THE PLAT OF WEST PORTLAND HEIGHTS ' LOCATED IN THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, OF THE WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, OREGON �`� 1 Site Data R CO\�ERAGE: �,QVERAGE - ` SITE (EXISTING) 103,973 SF (7.39 AC) N.A. Juriedictional Review notes, forms, and stamps: . NEW MEDICATION NA SPECIAL INSPECTION REQUIRED- ' Revisions: rM _ DEFERRED ` SITE 103,973 ;F (2.39 AG') N.A. Strte of Oregon Structural S eciell Code t'k.Al�s. r BUILDING 48,667 SF 46.8X + 40R I _ f + FAR INCREASE APPROVED BY CITY OF TIGARD IN TYPE li DECISION, SITE DLYELOPMENT REVIEW (SDR) 2004-00011 - Gen xete and Reinforcing St�rel t'Isrnbl� -.-- 'TIGARD TRIANGLE COMMONS", APPROVAL DECISION DATE, APRIL 1, 2005. .._. Botta Installed In Concrete Rfeti+afrst Thaw bonoorkm AREA, b CQ\f-R�t� X COVERAGE REQUIRED: IJ Spei.lal Moment-Resisting Concrete Frame >1 Drawirw LANDSCAPING 31,753 SF 30.5X 15X Deferred Submittals _ _ °"" Reinforcing Steal tR Prestressing Steel Tendons PARKING LOT LANDSCAPING 594 SF structural Welding 1. SPECIAL INSPECTIONS: 2. DEFERRED DESIGN fYHigh-Strength Bolting AREAS X COVERAGf� A. SOILS - GRADING, EXCAVATION AND FILL_ SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT Structural Meson f L - FOUNDATION BEARING SURFACE COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING: 'y BUILDING FOOTPRINT 25,000 SF 24.OX 6• CONCRETE - PL ACEMCNT OF REirNFORCING STEEL STEEL STAIR DESIGN O Reinforced Gypsum Concrete PARKING STRUCTURE 25,567 SF 24.7% - EMBED PLATE INSTALI-ATION IRRIGA PION SYSTEM DESIGN (LANDSCAPING) C] Insulating Concrete FIII PAVING 21,100 SF 10.376 - BGLTS CAST IN CONCRETE �-+-- :Il(T I MIa�+Ts o� P.C., x000, .u. TOTAL IMPERIOUS AREA 71,867 SF 69,OX 85X - PLACING OF REINFGRCED CONCRETE O Spray Applied Fire-RNslsHve Materials � TAKING OF TEST SPECIMENS _ - PLACEMENT OF P/T TENDONS ❑ Pilings,Grilled Piers and Caissons tQ :+s1P�K>lMyl M&D °l CR Mos Pat 14t Pn°P.1'WE rY a M VT [.1 S Icrote [tlCt►' Ntn+ Inc»+[P14011 ,�,��SPR9�Q- J SPACES PROVIDED= i-r-ACES REQUIRED: TENSIONING OF P/T fENOC'NS I --•�o�solA't� Pcawe ton oe mnmw Onm O"w, (BUILDING OWE-SURFACE) (PARKING STRUCTURE) - Vf'•IIFICAT►UN OF ELONGATIONS C. MASONRY PARAPET;, - PRISM PREP/T'FST SPECIMENS 0" Spcclal Grading,Etuwtlon and Filling " '} d PARKING /na��V Date - UNIT PLACEMENT 1] Smo),r-Control Systems ��'� Drawn br Checked STANDARD 9 � - PLACEMENT OF REINFORCING STEEL -' INCLUDING HANDICAP 6 (0) - GROUT SPACE Other Inapectlons � 1��14'� DAV/MRW D ( ) O 7 - RR4;.1'r PLACEMENT 0MICE C®PY (IN�xuorN� ctiRPoo�/vANPoa) (n) (7) COMPACT _ 0 64 D. SPECIAL CASES - COUPLING OF REINFORCING STEEL 150 - ADHESIVE ANCHOR INSTALLATION Job Number: IU1 I - EXPANSION ANCHOR INSTALLATION _ Sheet - TOTAL SPACES PROVIDED 166 134 MiN./168 MAX. - - � ! BICYCLE P1 RKM 26 ?6 t; Bid Set -� Ju1Y 200 PAQ. 1 N 1- i .ic^en,E•inti.�^.....:..a,vay4srrgAwgwn,.k,,,.....,... . _.. __+.,..,..wesrar..,.. 1.IM,y.,�•,.�+rrl�r�rr�.�... .. .........+�..�.�.+- .,rw..��.....1—.+..+.w.L...�.._.,...-_,...-_.._.-.-....�...—..,,,. t '.. h __.._ .. ....:_.-... _.. _-..__---.....sr..�-..__...__._.-,._.-,..-. _ ._.-..--..-�.".,..,.,n......-.w....:....+..wl..+. -....... ...,._..._...r..w..•-.•....,•.,.+•+...........w..+.R+wp+wq--!,�il�� '1.^"^'�.rw'.r.a,�T+."MArtrc - _ � �'+r�', --""" _ , ,.• - 7 ,;ic(Kurw1-+ I ,�: I.'��A�. $r c�1! 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E •:. ,. .. .. rYule 'ICS f 2 Y i4 ,4' �, � • A C i° v..- . ,. ,....-�:.: ..,....s.... .....,....... .,....,...,..,..... -..,,..-........wr:»,:�a.:V.www........+...w:.wuw+w.�„rr........•caww..::...ia�w.....,ae.r-?.rtrv,w.w.+.u.....�s ;..,..i,wr.w.:.s".rr.r.W.w..o-awsr. - _ ... ,. ... -.u...u..wue+.>zh".weave•,.w,c......r:wda.«.....�.,.......-...,.wuw,...w..L;s.rtd....,as-nw.a.wp.r,.r<-,.ww.:..:....,.rw�..�,..w -• ..,.:.. .._._...... •: .•- t . � .srti:#Y.G.Gu:�iY9dnaiui:u.{,.Yar...,u+.a�:i'41(.Ww✓13,u�K".rovswJ..` _ _rAW1L1td7r.lrvWWr JL._ - _, .. ...-..... - - •...,.....,+eY+ 'f � �.a FbIML�Iw� - .•Yaatl4`wbi.:.,.-.w Keynotes CY-� 4 , 4) 168'-11}" d 1. EDGE OF SLAB - SEE STRUCTURAL - - - 2.. CONCRETE COLUMN - SEE STRUCTURAL 153'-11j _ _ 15'-0" 3. CONCRETE SHEAR WALL 4.27'_0" - ?.8'-11�" 15-0" 5. PERKG ENTRY rtDESIGN INWALL n �ltllft`tAr�} A R PN . 28'-4 ' 27'-()' - - - - - 6. CONCRETE RETAINING WALL 7630 5'v\'. Beieland, 20 I 11 1'-3a" 18g S 7. STAIR TO UPPER LEVEL Tt std Oregon 9722 12 ' vAaT - 10'-3j" \ }ice: 50;1-244-0 8. VEHICLE RAMP TO UPPER LEVEL 9. TRAFFIC PAINT, TIPICAL \� I,,\: 503-244-04 1 / 29 6'-8' 10. GUARDRAIL - SEE DETAIL 10/PA4.1 1'--8" PA4.1 17 I 1 11. CONCRETE SLAB -- SEE STRUCTURAL I / 1 PA4.1 13. CATCAiNBAS1NRIPES,FF TYPICAL 2'-8" 4 r.0 -8" eA 4 i I 173U ao 14. TS COLUMN - SEE STRUCTURAL 4'-6"/ 6,-8. i PA4.1 t 15. DOWNSPOUTS 1& 6" CONCRETE STEP FROM PARKING TC PLAZA - a' 17. CAST IN PLACE CURS ALONG ENTRY DRIVE, SEE DETAIL 16/A1.3 -- -- -• 18. WALL MOUNTED LIGHT FIXTURE, TYFICAL - SEE ELEVATIONS "OR HIr 7 - � UP MOUNTING HEIGHTS I I i 27 24 316.6' 318.0 2 ■ 19. LINE OF PARKING DECK ABO',(E �^ I 72' PAar of 20.LINE OF ADJACENT BUILDING 314 ■ - - I '� 21. CARPOOL/VANPOOL SPACE WITH MOUNTED SIGNAGE, SEE CC °p v C "' 1'-8" DETAIL 4/PA5.1 c0 317.25' (STRIPED) t 22.ACCESS PATH TO PLAZA STRIPED SLOPED 1'0 PROVIDE SMOOTH - 14 TRANSITION WITH PLAZA 23.CONCRETE WHEEL STOP, TYPICAL WHERE SHOWN to b, 7 - - - - 4 24.HEIGHT RESTRICTION BARRIER - SEE DETAIL 8/PA5.1 I - - --- 25.ASSUMED PROPERTY LINE - I I 26.STAIR TO UPPER LEVEL AND BUILDING ONE - SEE BUILDING ONE �n 10'-10" PERMIT DRAWINGS (DETAL 2/A1.2.2) FOR ADDITIONAL 3 6 J 18010 * 12 t 318.0' INFORMATIONS L I " 9- 9. INFORMATION 27.DRY STANDPIPE WITH HOSE CONNECTION - PIPE CONTINUES • ✓ I - TO UPPER LEVEL 28.BUILDING SERVICE DISCONNECT - SEE ELECTRICAL 9� w _ I SIM 29.CMU ENTRY PILLAR OF (vim•_ 30.EDGE OF SLAB WITH 6" CURB o II ■ 31. DIRECTIONAL SIGNAGE MOUNTED TO STRUCTURE ABOVE, SEE 10/PA5.1 t of 31 (+ I 23 32. TRANSITION APRON - SEE STRUCTURAL J 00 CN 9 '1 6 000 ,.; r t5 U 12 m '- 18 Dimension Notes A. CENTERLINE OF' COLUMN IS GRID LINE UNLESS OTHERWISE NOTED 8. FACE OF CONCRETE �' 0p to 20 C. GRID LINE D. EDGE OF ROUGH OPENING 3�13�n2�' 3 315.66' - ---- - � Ov:ner. Pacific NW 32 PA4.1 Properties i up I ' 8 1 ;o 315.79' 318.0' t 660S105th Ave.,Su n N ,U N / Beaverton, Oregon 9700 l 1 fl 13 25'-0" 310.5. I - , \ I I I i �� 14 J u I I 316.33' I i o 111111 E Ir s 315.66' I I Pr!.,ler_t - _ 313.02' 3 ,D I Tigard aY. I U ■t 25'-4�' - I I g I 18'-8" TI"lall le BELOW 15' ! Commons I n Building 2 V^w, I - - - g3 Ini(n 1r ee1 2 14'-10_ � C 'e Oregon x 13'-0' 28'-4" 1. 62'-11" Plaza G, w 10 \ �' ■ 1 f i ` ' � "f a . .•O{!V 318.0' 26 o UP Sheet 'p _ ' ,` r. C14 A-, Garage Pa i-k i 1 i g E , t ,��, ��*�'' ;• .I I 318.5' Garage - Lo r . 22 b 28 r 12 27 - Lex e 1 Plan p 317.25 co • 3 t 6 v C � ato o BELOW LO 2 ►A4 t 311.75' 21 21 318.0' 00 ap t E 1 IM. I / -- - --- - - y`. A _ - - - - 4 Revision.- W-8. 1' art, 4- 20'_8» (�PA4.1) 6 2 8'-4" 15"-0" TYPICAL BELOW TYPICAL MODIIEN oClr101/ P.G. 20M { arc-►+TS_np[ttvEn _� 4! an .D DRAMp ,M APT,KEP.G. AND "I"T"Level Plan MParki Data: Nor TO 8"1401W., 0OORt IN � �ntrr<R LF_NFl MANNER, Eri OF DiNE MAA STANDARD SP'.CES 44 0 2 4 8 16 PER111AS1011 or MI DIRREN oE51 1 d (CARPOOL/VANF'OOI. SPACES) (4) Das.e: 21 July CQMp_ACT SPACES 27 Drawn by: Check TOTAL LOtAER LEVEL. SPACES 71 DAV/M RW D . Job Number: toll Sheet EW set - July 2006 PA2. 1 . 1 ;... ,, 1i01NlRYIl171!' Crowtult•ra I ► tt u n t to tht a►. ur to i n gut t 4 a+'om $1aasaa n 9 t a 1i2t 1a1 28 f . . _ r , } i I' CP+M' 2. F t Q 4 i If" . :.: ,. .:.. +.uH•w.L,ri W'r4x...�' :36.51 ,_• 'd-`mom..- '_="r'.:=.�•-:>•.ye�Ne;dux, ,_moi..:.-..w0.biYieiYrlr taWb.l,. •-:,•.._ •MWiu6P1Yir»+v+.r✓-.•.. .ar.ia+.w.... >.._,i....... .... ... _. .,,.,........, .,.,...w...ue.•,u.-..d.wufwu++a.>.,w.,++rw»..«..•rnw.r.iW.�rYStl'.I�6�N�xwifrtllLWfe[i.... k yA' y, ,,.r,,,5yam ,,nn . : .; "'. .. 'r..r. M:.,+.ser•r..ssu.'--r. .•...r s.w w•.•.. .a..,a w.•ax.'•nevae<Srv'i.a':w v,Iw.-.:'i.d.e:., .y..:s..x..,.,..w- ,h u.rash r..w ,awe....-. .....1.r,,....u(,.1.,,s.+w.W..ay.W.•..w«... ....r+.w. ..-,r.:.'f" #1.>IIdY.6.b ., --.,.e,f"+...•-1.......aau.u,ruu ., ..w. •, :.7i4.c ti' %4k'::dgnnrAr•+e++eii:dt u'et` L .. --',W.wm .r uL+,M.YUM•ruwwnlu"ha •.....•, .... .,,..w- . ..,.,...•.. ... u..• 4 a 7 Keynotes _-- - -C___�- 8/ - 168'-1 lh" - - A 1. CONCRETE POST TENSIONED DECK - SEE STRUCTURAL -- - 2. POLE MOUNTED LIGHT AND EXIT SIGNAGE - SEE ELECTRICAL •+ 153'-11)x" 15'-0" 3. CONCRETE SHEAR WALL BELOW 4. PARKING LEVEL ENTRY BELOW MILUREN DESIGN GRID I� C. 165'-7y2" _ 5. STRUCTURAL MASONRY WALL 114CIMEC•IURF • SPACE 1l1. JG 6. CONCRETE PARAPET WALL -- SEE STRUCTURAL 1-650 S.W. Beveland,S'lll 1 12'-4" I 28'-4" - - 27'-0" - I 27'-0" 27'-0" 28'-11Y2" 15'--0` 7. STAIR TO LOWER LEVEL -. - _-- --- -� Tigard, Oregon 9723-3 8. VEHICLE RAMP TO LOWER LEVEL Voice: 503-244-0552 9. TRAFFIC PAINT, TYPICAL Fax: 903-244-Gall 10. STAIR TO LOWER LEVEL AND BUILDING ONE - SEE BUILDING ONE '6 PERMIT DRAWING' (DETAIL 2/A1.2.2) FOR ADDITIONAL INFORMATION T WALL 327.7' 6 1 PMI P 41 T/WALL 330.13' 11. CARPOOL/VANPOOL WITH 'NALL MOUNTED SIGNAGE, SEE DETAIL 4/PA5.1 12. 4" PAINT PA4.1 ;i riIPES, TYPICAL PA4.t 4 _1� I 13. RAIN WATER SCUPPER, SEE DETAIL 7/PA5.1 ICU I 14. LIGHT POLE -- SEE STRUCTURAL. FOR PEDESTAL AND SEE ELECTRICAL FOR POLE AND LIGHTINFORMATION _ _ _ _ _ _ _ __ 15. TRAfJSITION APRON - SEE STRUCTURAL 16. DRY STANDPIPE WITH HOSE CONNECTION j 17. CONCRETE WHEEL STOP 324.55' 327.35' PAI o td. WALL MOUNTED LIGHT FIXTURE BELOW, TYPICAL. I I 1 19• ACCESS PATH 10 STAIR (STRIPED) in I - I 1-07I I I tt I I T/WALL 330.47' T WALL 331.16' 20.LINE OF ADJACENT BUILDING I l - _ �oD . / L324.11" I 327 �I / J327.2' 1 Dimension Notes � � �0 R. �. 12 30X 1 _ t A. CENTERLINE OF COLUMN 1S GRID LINE UNLESS OTHERWISE NOTED • ORE I PA4I B. FACE OF CONCRETE C. GRID LINE D. EDGE OF ROUGH OPENING OF 0 1 � _F cv ROD � h 18 - `As.l 323.76' 8'-0" v lb 6" 25'-0" V-0" 16'--8" 24'-B-Y4" 18'-8" U I � 1 o 5 T/WALL 328.16' - \ \ 6 17 U 1 1 aD PA4.1 Owner: _ ° _ - ----- � Pacific NW - 8'-103'4" _ - 324.66' 323.94' 325.96' UI _ Building one Propert ieS I I T WALL 331.16 - -U 15 326.09' o O '- - - - I - - - - - - - - - - - - - - - - - - - - - = -I- i 6600 SW 105th Ave., Suit N tt _ I 324.08' ' #� 'I I I I _ - ' I 327.5' I o Beaverton, Oregon 97008 T ALL 327. - T/WAL 329.59' - _- 324.66' 323.94' D I, I -�- 6 325.96' r \ 9 V �`1� 0 - --_- 8» D - ..�_ - - - - ° -- Project: Ar 2 I e ' - I Tigard lo a I _ - = ' T ALL 328.16 I I I I 19 I 0 I UP- Triangle 5? �- v PAS pN I COI71XT1OrlS / ' l� C iv C C C l,� C t 4 / 20 13 , �� TYPICAL - - - - -4 - ---� Building SN' Clinton Street ` Tigard,Oregon 1323.76' _ _ I I 10 °i in Sheet Title: 00 Parking 327.5' _. Garage 16 Upper Level Plan 327 2' T ALL 331.16' 00 I ( I T ALL 330.147 0 ,I in I I I 2 324.2' I 327.35' 3 5 in PA4.1 SIM /- I a - _ a1. T co --- - kc,,istors: ' l"r /c1 n L 330.13' `5 B LL 327.7 (;PAZ�A 15'-0" TYPICAL 3 5 1'-8" 1 P MUrEN 0ElIOfI P.C, lOM, All RICH t5 RF.>1�VEDG�__-- T TO K UW OR ANY ' _ U r Level Plan Parks Data: THESE tMAM0 ARE TIL[M0SD A a r �_ MtLp1EN OCt�I DROIIP, P.Q. AND ARE �' I -- NO REPIIOpI►CtD M ' �PPiB LEVEL Phut'�lON A M M N Dr!'l101 C11TlIR, P. rhi y • STANDI'RD SPACES 42 0 2 4 8 16 MANNEr. EIfF�T NRTiI TM[ PRID11 Ngryr v _. . - - _ ACE • - (CARPOOL/VANPOOL (3) Date: July 21 sly G:. ICTAL UFPER LEVEL. SPACES 79 n by Ctlecked ii � DA Q Draw . •, V A ' ,' t i ' ). - •. 101 Job Number: 100.0 f Sheet. Ch 9 _ r • r r f Set �u 12 Bid a ; r, ;Pd I 2. �. 4A. '1R4.".vS^d5415NAM'',,t...: k.6„E.t..,cne ..,, ::,-.:..tv'�T.l�. "I r. }V'"{'g,.;. ,,.;-'..' �,.�+ ,,. .. .'.' •;^f ..,.4 r, p ,:11,�`,.r, t.,r,ji.�:. ..r• I P. 6 • ` ',. ry�e t 'i. 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LIGHTING - SEE EL`CTR'CAL Tigard,Oregon 97223-569 S. CMU SLOPED SILL CAP - GROUND FACE Voice 503-244-0552 , S. EDGE OF PT DECK, PAINTED P2 - SEE STRUCTURAL Fax-503-244-041' - 12 10. DOWNSPOUT, PAINTED P2 - COOPD,:%ATE WITH UJVIL ?I. RETAINING WALL, PAINTED P2 12. BUILDING ONE - BEYOND 13. SCREEN WALL. SEE BUILDING ONE :,RA A NC SET 14. SIDEWALK - SEE CIVIL H G !, J D C B A 15. METAL GUARDRAIL - PAIN ED P2 Y 7 16. SCUPPER, PAINTED P2 - SEE DETA;- "PA5.1 30X i I I I I I I I i I 3 2 PA4.1 6 PA4� 2 r 16 5 X056 13 L • — —— —j _ — O II I 16 ( 9 1 4 J i L_ ' J L__! L_- L_ J -----�- --�=� I ) t { ! --- — - - -- — — — I -- — -- — ---�^— J LJ li- r —��. 1 I 1 "00010 r—---- + West Elevetio_n - Perking Structure 10 5 10 t 11 -- �SCREEN WALL 4«re;: 11 01 O Z 4 8 t6 SHOWN DASHED FOR REFERENCE Pacific _N'W Propert ieS 6600 SW 10 th —e. S--•-e Beaverton.Gregor. p- Tigard _ Triangle Commons Building 2 S%V Cl,inton Stree, s Tigard Oregon �'.eet Title Building E levat ions r + i, lie\islon_, ' p WAS I ry ! ,a tri ;k � ,. .�r r•, t'� ��'�`'�' r. 2q0�, ail µ �p td�.r rSrD+lEti D[sroN w C. r Q„'Apn t � rl.'. on k AVCS AN' .PONPaffv or �Q OR ARE r0� r0 K !!D Q QX M AMI'• ',++ !� q7 '�` t,? S i�vv4+ 1 r,�- u� t� i i ::,ham� G=.r'�'pH L �.:� �i •,.F • '',s .. ..7,:,r .. _•. .- '.,� ..,:. ,.. .-”.:.:-. ,:,.. .... -' .. ,•., s �' ,a:as' i ;r aL, s r .4, °.{Mtn 9 .- ,. r ... i , $.'t.-. :,. ti.;;:'•, �� r..r>{ .. {� gsky , ,:'. l a ',-.9�6 �`"• ,�: �j'Y� �,. r t rr Y y� h� i � •"-J _ ro , ,:P}�s--'� . �kd�� Mr,. - .:u, a'r'F,s3 t �'.;, ',';itL��i4�r'�;'��`P;�; i' �y�"is ifs .�,.� .!r,K - _. _ 1r 9 I i ;,, a, baa ' s,4�r + a a.4�sae ya. r ,� -, r•�`h;;E "�a :•�!. Date 21 JUN' 2V - w• :' t: :=4..:yy { �a��1�' -,,, ., �W .[�-;�.�; rt dd��!i-.,;IYt ,e. i t}-�"q, ., .}}� _� ,yA,:i(l + 1,., t� ; C i. r p K • t ) 4 +b Lkawn b%: Checked c,, ,,.. •, y ,, ': + k;M..., -�:,, nxt P r r g�,' r. .l.-u:i,f, :iejlrjll,'I. u ate x 5J .v ;(as.• .,. H,.,.,.r �,. a A 14 >. it .p d _� }, V � r; t ,��, ,.r r«,' �, ".r:� � 1 v �" ,,,• as at,,, p. v - 3. ,; .,, �'....,... .,:. q-s t �-•: ;` `m: , NUrteb�tr: 1- T >. Job 101100 . �, � �.. : i4<1n...�M4 •, , 1 1 r n ..n,F. ,•1�N, 'ir,S�a3 i ' .ori ",d .,Y �', ,� nf. V .w„ t, Y'. hent 1 �. - -,. r .'•. 5 � .�- ., ...ail .r, :u !. i.�..:., «.I uv'..-.,,- .,... 'f :M'rF Yf'A :`SIT' J ..:n;�,: W 4�`.. 7'• W.:ii..' ,IJ +r .: �t 'M" Of 1LUl1 ._ pia. 1. F ��"�ir�'��Y •gyp+' M ri' rk° d $ '�� ` �t Sici Set - .�� 20of PA3. �. *Y 2 1 ; .b.t►Je aa:x. :: - • , ,:o. 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Sw; Tigard,Oregon 97223- PAS/ _ Voice. 003 244-005 I I Fax:503-244-0417 ' CONCRETE SLAB CONCRETE SLAB I CONCRETE SLAB I I I I --SEE STRUCTURAL -SEE STRUCTURAL- I -SEE STRUCTURAL FINISH SLAB FINISH SLAB ,_ I �VARIES - -- -_ - - - I �INRSH SLAB - VARIES -Y TOP OF OPENING - I IES TOP OF -OPEN;NG �TOPI OF OPENING VARIES ` I VARIES ES CONCRETE SHEAh NAL!- i CONCRETE COLUMN BEYOND - CONCRETE COLOMN BEYOND, I },.-'� :•� cE STRUCTURAL SEE STRUCTURAL - �- SEE STRUCTURAL S PIL WITH WELDED WIRE MESH " SLOPE TO CONCRETE CURB - Ys i PERIMETER i CONCRETE .SIDEWALK 10 � � PM.1 t 3 6_ ^^AT SIM . - SEE-CIVIL FINISH GRADE SEE CML -FINISH GRADE - SEE CIVILCONCRETE � CONCRETE SLAB -cCONCRETE SLAB / -SEE STRUC7JRAg I I■ �J' -SEE STRUCTURALS SEE STRUCTURAL I a F FINISH SLAB — t FINISH SLAB FINIVARIES SABOF VARIES VARIES -- u 12" DRAIN PIPE - SEE Li VIL I 1 1 9 PAS,t PA4.1 ' —EXTENDED FLOOR SLAB _ 12" DRAIN PIPE - SEE CIVIL I ! AT SIM ';ONDITION RETAINING WALL BELOW AT SIM CONDITION - SEE STRUCTURAL 11 ■ t RETAINING WALT. BELOW12" DRAIN PIPE - SEE CIVIL SeCtIOn - AT SIM CONDITION - SEE STRUCTURAL '►� ws-1 FOOTING - SEE STRUCTURAL 1 _ , Section _ 3 Section — - - ws-1 ws-1 I ' z NI-K Cr _ - - - - - --- �I 'ID _ I Q Pacific N . . . ... TOP OF WALL _ o — — Ar Q W N r ' AJ 329-5' `� __�' 7 Properties \� o a L_-7 - - It U') 6 z L_- - FAS.1 I 7 I — OW 1 1 I PM.1 W Kl \ { i I PA4.1 f — (n I 1 f 9" 1' 10" (2 TREADS AT 1 t") I I g• _ 1 -10 (2 TR DS At 11•) _ O� i 2 CONCRETE SLAB 10' 10' M -SEE STPUCTURAL 4'-1 4'-1 " I 4'-tU�'4" 10'-10" 4'-1Y4" 9 1'-6' Ac I 6600 S��* 105th Ave., Sui — 9 1'-6" _ 8 T I. I \ Beaverton, Oregon 97008 I FINISH SLAB _ 14JI- I� VARIES - N � _-- TOP OF OPENING - TFF ■ � • V ' h VARIES - - -- --- _� + Ln � ! I I w I No _ _ ' }c�" to • 3'-3" '-8" ( w < o� 26 i ^� a I 9 ~ I I I (r LLI I I �, ! I r i !. / Pro iect: - — Tigard to °° y I ! ;�, 661i __ - �; ; , I16 ° — Triangle Commons I �—'CONCRETE COLUMN BEYOND, I I }✓ SEI_ STRUCTURAL -I- - - ' I I -, Building 2 e • • • PA4.1 -- - - ;\1 C!'nton Street I00 I I --- - - M ! I ;n I T Oregon I ro 3'-8" CONCRETE SLAB -SEE SITRUCTURAL- I ---- - -----L'- ,IcFINISN SLAB - -- VARIES 9- 79, 7kEA AT 11') I I Wall Sect ion and Stair Section s Enlar Stair Pian - Lower Level a Enlar ed Stair Plan - �Jpper Level , Stair Section Details -0 :;—I 7 1 •-0 . 11-0. •1/9'bb2-2 vs1 Ws-1 bb2-1 1-1/2' DIA. STEEL PIPE HANDRAIL -- (�,. n5: —PIPE RAIL 12 11" T YP PM.1 —1-112' DIA. STEEL _ --� �*► v TYP. I --rPIPE RAILING BALUSTER - __ O ao WWIRE FABRIC I _ 1-6 Oro* in PIPE RADIA. STEEL WELDED DIA. STEEL 12 GA CHANNEL PIPE RAIL s yh ILJ in -------TACK DIA. STEEL 1-1/2" DIA. ':TEEL PIPE R1W T5 a(SER QED f1:1 YP 1 BALUSTER ING •o -WWM 4X4X2.5X2.5 ,,Vf1� A11[ 1N[t■R�t]1 v PIPE RAILING Ali �� . F c: • BALUSTER T et uxo a ! BOTH WWM AND t�SEaDRfr, ocsaN ae0(� a.c., ul0 4 WWM AND R(LING TO BEH -WWM AND RAILING - BOTH RAILING TO BE PLUME mA o WWM AND RAILING TO BE y,1M[R. *CEPr rrtM n! PfllOp TREAD ANO RISER PANS BY STAIR MANUFACTURER CONCRETE TREAD4— PLUMB. ALIGN HORIZONTAL PLUMB ALIGN HORIZONTAL - --- walla or t�tnt t> a - _ WIRES BETWEEN POSTS WIRES BETWEENruSTS -----STAIR STRIN(ER BY Date- 2 t Jul STAIR MANUFACTI.NtER _ C I 1 ---CONCRETE SIAB OR CURB Drawn hr': Chrrk _ _ -CONCRETE SLAB OR CURB � DA viMRW ---CONCRETE SLAC I '� _ Job huwltr: 101 ,� Sheet W O a�•�p t J i_ �__ ■ 3 - � •AN(NOR INTO CONC. SLA3 OR CURB - 1- 8'-0' KIAX. II - ANCH JR INTO CONC. SLAB Of., CURB - � -- ..__ 4'-0 MAX. ----F v N Guardrail WWM Attachment SEE PARKING GARAGE SET DETAIL � SEF _tRIICTURAI_ 3 ■ 13/x5.3 in Stair Guardrail Detail i =1 -0 - Detail d-05500-Grdr1-4 Sid Stet JVJuly /�G�6 PA4. 1 `; r T■ Stair 'read Stair Quarda all Section PGuardra�l �e _ _ _ _ rMy. u _ nu _ I-N iii-40i �l> , - + 'IIII Ilt Iii!illi il`.I 1111 IIII I{11 II:1 Iti Illi Illt Il;lglil 1'I III!IIII TIN ;t'u I°:a I.uillii'titltlll n1111N1 Ilillil I Ilttlli!jlilllllif lll ifjlllll�ulll cl 11 ,s I rl l)c I uliotu Iln+li Isl �p I ulul,i�u)ul lu!IIII ul,l lu nnihl III. i ! I ( I ( � I ! y . C I� ilk I� � �t 7'2 � �s :s e � � �>ti a� ; I!o I I l a Ila 14� , 30X 4M1 t a - iiJl{i�►I s , .. :: .. .. ._,w _.. ,..vu.a;,..—..«. YW.Yui.+l...wwHrK.sv'..eArMt'+:k,W'.t.M...+".....:r ...-.. ... +..,. .:.,..,... .r. .. .:........._..............rww.4r.wuawJsii:u!`Y:4..,,n.....,.i.w.sk.A.r,,,........wM...w#r_.. ...............J....+....c..,.....u...w utJl...... Y...1........•.w.au1...:.w..w.wre.aun.Iw,i+.nr..ar M'tlF4.11riir�r� ii.':�, ' _. 1 }, I. d GAP AT WALL BREAKS ONLY - / SEE DETAIL 2/A5.1 _STRUCTURAL BRI � /BRICK --CONCRETE SURFACE I i SEE PLAN MILUREN DESIGN GR P.C. 1v1NG ---- -- - ----_ - —GROUT SOLID %ecll:TErrultc • SPACE 7630 S.W. Be%elandr S 20 `-- CMU CAP a!d TI on 9722' 2 —CMU CAP 1 jOOLED EDS�E .- CONCRETE SURFACE i S' Oregon t -SEE PLAN —SECURE TO Voice 303--244-G" P i� WALL/WELDED WIRE Fax. 303-244-1141 to FM !-- --SEALANT WITH TOOLED I CAR s'oolz �_---J < SURFACE AS SHOWN Kr °p -- ao <. -INSTALL PER MFR'S _ r; -- -- �- TOOLED JOINT RECOMMENQATIONS BRICK WALL — � _CONT. BACKER ROD � (-� SEE STRUCTURAL. BRICK WALL \ ��` (FABRIC FENCE AT - SEE STRUCTURAL CONSTRUCTION JOINT � SIM CONDITION) � LIMIT OF TYPICAL PAVING SECTION -SEE STRUCTURAL � \ ,.� �---- - %�-vJh_ CONCRETE SURFACE \ SIGN PLATE,ALUMINWHITE - _ --- -- r / -SEE PLAN BACKGROUND 1` -EXTRUDED RUBBER � ! HIGH LETTERS AND CONTROL JOINT BORDER, BAKEDSEALANT SURFACE AS SHOWN ED ENAMEL10 i -INSTALL PER MFR'S RECOMMENDATIONS __ ___ --- CONCRETE SLAB - � � � ��/��\�/\��\// ' P.T. SLAB - T — SEE STRUCTURAL L - ----"� - SEE STRUCTURAL TOOLED JON �` S �-- CONT. BACKER ROD C~, 05 --- C014STRUCTION JOINT �G • -SEE STRUCTURAL Concrete Joints 4 Car Parki S' nae 5 Apron Condition 9 OF 1 Expansion G�in Brick Wall 2 Masonry Control Joint 3 Concr_ __ --�--' Not to Scale A5• 1 =T -0 1"=1 -0 SEE CIVIL FOR ADi7ITI0NAL INFORMATION ASr I'=1 -0 GRID 9 d2-1 _G 8'NOM. SLOPED SILL CMU UNIT A5. d3 15b3a d4 d1 l-- SLOPED SILL CMU UNIT \ PROVIDE FLASHING \ SET IN MASTIC BED HEMMED AT EDGES / I AND LET INTO ADJACENT STRUCTURAL SEALANT AND BRICK JOINT �X2x8x8 PLA BACKER RODYA � 1" —STRUCTURAL BRICK CONT. BACKER ROD ` STRUCTURAL BRICK LINTEL PARKING DECK - W:4LL - SEE STRUCTURAL AND SEALANT _ COURSE AT BLVCKOUT — SEE STRUCTURAL /--BRUSHED CONDECK CRETE 1 -SEE DETAIL 3/LA T 00 - -- g OVER METAL_ RAL . PA .t N - SEE STRUCTURAL S ►� _ ^� 4` HIGH TIMES OPTIMA PA5.1 w t P.T. SLAB r NT. BACKER ROD -SEE STRUCTURAL FONT, PAINT BLACK > ZINC PLATE �_ o CO CONNECTORS X2`0 EYEBOLT WELDED TO V ° ° V AraC SEALANT VARIES - SEE ELEVATION N -_ - TS AND GROUND SMOOTH • - W TO THREADF_D _- a ° SLOPED SLAB BEYON or CHAIN LATCH COIL CHAIN #000-5 GA 41 oo LEADER BOX CHAIN L8/10OLF ZINC PLATED AT 8'-0" ° v ° / SLOPE I" IN 12` TY?. \ Or, MAXoo oo ALL SIDES AGAINST �� BIRDSCREEN ! �I PERIMETER �'- '=�7�- L X2`0 EYEBOLT WELDED TO o V - I v TS AND GROUND SMOOTH ° '� ° C ° FACE OF CONCRETE O��ner. SHEAR WALL AS OCCURS TS 6x4xYa, PAINT P1 CAP EA END OF TS W `O v v v I 1 Pacific N W i CENTER TEXT IN TS / AS SHOWN GRIND LSM007H TYPICAL w ° ° I SSETAiR STRUCTURAL L Properties K -A / X2' STEEL ROD ° v STANDOFF w/ COLLAR 3/4" CHAMFER, % v TO ACCEPT D.S. AT TYP.—� 1J`CLR, v 1J`CLR. COLUMN CONDITION j _ - ONLY 6600 SW- 105th Ave.,Su o CONCRETE BEAM EDGE 1 -8. -SEE STRUCTURAL 10.11 6'X6" D.S. Bea\erten,Oregon 9700 with SCM Wall SC 8 Height Restriction Barrier 9 S' nage Section Stair/Parki Structure Connection b Perimeter Beam _ _ _ - q5• d5 I,_0 ASr d6 1'-0 1w 2'-0" 1r PRECAST CONCRETE AR' d7 1, O A5. d8 d-08400-Threshold I CAP (BY OTHERS) pr11lec. r T, 1` `v ,.� �� — LIGHT, SEE ELECTRICAL _ Tigard 2'-0` (2) #4 HORIZ. AT TOP„ BOTTOM AND 2'--G' O.C. BETWEEN Triangle 1 LIGHT, SEE ELECTRICAL o I 1 MOUNTED J BOX, CUT Commons CMU AS NEEDED FOR BOX AND CONDUIT PRECAST CONCRETE Building 2 - - CAP (BY OTHERS 1 1 GROUND FACE CMU, /'_ SINGLE SCORED; S�� CIlnton Street GROUT SOLID T ¢ard Oregon ' 1 i MOUNTED J Box, rliT .1 . . 1. CMU AS NEEDED -)h BOX AND CONDUIT' /5 VERT. AT 32' O.L. o I I DOWEL INTO FOOTING 1 1 FOOTING - FEE SIZE I X GROUND FACE CMU, it I I SINGLE SCORED; 1 1 AND REINFORCING (;ROt1T SOLID I I , _,�Iieet Title Details // // �/ / /`• _ FOOTING - SEE a a STRUCTURAL FOR SIZE AND REINFORCING CAST IN PLACE CURB00 (5) N CON T. KIN r Entry Peer -- _ �. .11 Entry Pier #5 AT 12` O.0 A�� d o42 -z "5jd--04200-1 li`_ ions: I . Y►5z;DESIGN Qwffl. •.C., T90�. I RIGNTS_ESERA rHM CvAoeM Mti M °ROIrtRTr i YILOREN DESIGN tiKQ1 °.t:,, Mia NGT TO BE -'� t>A R�PROONCM> YAW". ryw" MTN M IMMt e" p Date: _ 21 Jul Dra%k n h� Check BK/D.a V s Job Number: 1011 ; Sheet I r' '0 Bid PA5. 1 r�, r;^. {fid Set July �� r, 00 14 30X 6 .w..�..---- .._.. ,�...r..�.r....�.. w.. • `" � !f+ !!11! t tI 4 I�Nti�! 1! ll t 11 t t f .I I t r;. 1 ti 5 LEVY sT� Cm rt3�� - tQrl4 rl or r,ta.�i� -.•. ht' !' ��, +.. �•„ ,ya rt k + x S ., f:--.'-.,.,: �.�nrn�r.�,s-: -._..___ -_-..�.._ ___ - .. { " r wy�, tY Y U I 1 r d ` �• dh��l�r Nr. -aCi « 1 , • ,7 d' ., � IEEE av.ws..ri.,,,l e,.wu...a.Sar.N.u.....a.,...,W�ax.,.....�.r., __.,.._.-.0 ............, ._......._, _,.._..,_....uwt,.,u.m.,.w.,1.w...,...w...,.w.•.�,......wb..�w.cr.....,.r._,.. .., _ ... , . .. ..,._»,.:._... .. �...W............m..w..a.....ra.n.rl..r ..ww,•..,. ,..".a..w_...-,,•..«.,........W. + . 1 • -�. .._.. IEEE._ _.,: ...... .. ...,,.:, ......IEEE.: qr - ..<.,....-...,r:w::o-w..+:..w:,::.ne.ewwK'"w+,muYu..� ,..__.........._. -.. _... --.,. :,.. .. IEEE:-.». ....,.. ..::• •_. .. _ ., .. r S t 4 I 1 � ON PRLK> 111 2EVIALTIOF�LS ARChITTECiLRF - !TACE PI.ANNi WDREN DESIGN GROUP,PMT TENSIONING � N SPECIAL INSPECTI � CONCRETE CONTINl/ED NTERNATIONAL 90ILDING CODE (2003) AND OSSC (1004) 9 ALL HOOKS TO BE IN ACCORDANCE WITH ACI 718, CHAPTER 7 I POST-TENSIONED CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGT:4 OF s ESTABLISHED PER CHAPTER 17 OF THE 2003 INTERNATIONAL BUILDING CODE (rBC) o AT JBE JOIST BEARING ELL�ATIGP; 7650 S.W. 8r%elandSuite 12 It UNLESS NOTED OTHERWISE, ALL SPECIAL INSPECTIONS SHALL BE CONTINUOUS L OR ANG ANGLE JG JOIST GIRDER Tigard Oregon 97223-6692 10 ALL SPLICES TO BE IN ACCORDANCE WITH Ac: ,t3, CHAPTER 12, CLASS B, 3,500 PSI AT TRA?:SFER OF PRESTRESS FORCE (AS SUBSTANTIATED BY CL CENTERLINE JST JOIST STANDARD FIELD CURED CYLINDER TESTS) AND BE a; LEAST 4 DAYS DID. TYPE OF WORK PERIODIC COYENTS 0!A OR • DIAMETER JT JOINT 15031244-t,532 1! UNLESS NOTED OTHERWISE E EXISTING NARKING LIVE LOAD 40 PSF (LIMITED LIS►) A SNOW LOAD 25 ''SF + DRIFT 1! EXPANSION ANCHURS TO BE HILTI KB-3 OR LOUIVALFNf AS APPROVED BY ENGINEER 2. INSTALL POST-TENSIONING TO PROVIDE THE RE(JUiRED FINAL PRESTRESS FORCE SOILS / �/NIMBER LBS POUNDS SLAB-ON-GRADE PRIOR TO iNSTALiATION (AFTER ALL LOSSES) AT THE LOCATIONS SHONN ON T'f PLANS OR DETAILS FOR EACH GRADIhC, EXCAVATION d FILL REr. GEOTECHINICAL REPORT AB ANCHOR BOLT LIN LOAD INDICATOR WASHER SIVE LOAD 100 PSF LLH LONG '_EG HORIZONTAL ''•" MEMBER. POST-TENSIONING +;EINFORC'EAENT SrIA1l CONM+'1mla '^ ASTM 41416 FOR - - SEISMIC SEISMIC DESIGN CATEGORY = 0 SIZE CLASS C. 12. SLEEVES, OPENINGS, L014D(11T AND ALL EMBEDDED ITEMS NOT SHi0WN44 IN THE UNCOATED SEVEN-WIRE, STRESS RELIEVED, L(AM RELAXATION, GRADE 270 STR,AHIDS FOUNDATION BEARING SURFACE REF. GEOTECHINICAL REPORT ALUM aLlA11N131 Llv ION; TEG VERTICAL S.=1 06, S.= .37, R = 6 (HON-BEARING 5RCSW) AIT ALTERNATE LONG LONGITUDINAI STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POST-TENSIONING REINFORCEMENT SHALL BE 112' DIAMETER UNRONDED TENDONS, rPRIOR TO REBAR PLACEMENT) APPROX APPROAIMATE LSH LONG SLOTTED HOLE AFGHAN ASSOCIATES INC. w!NO (IJAC) 80 MPH (BASIC) EXPOSURE 8 POURING OF CONCRETE CONDUITS SHALL NOi EXCEED ONE THIRD OF THE SLAB OR UNLESS OTHERWISE NOTED PROVIDE FULLY ENCAPSULATED SYSTEM FOR UNBONOED --- - -- - -- ARCH ARCHITECTURAL - ' WALL THICKNESS PROVIDE i/4' CFL4MFERS ON ALL EXPOSED CONCRETE EDGES U N.O TENDONS. DESIGN TENDON FiNAL PRESIkf.SS FORCE = 26.8K ESTIMATED c CONSULTING ENGINEERS ( ) CONCRETE HESS ARCHITECTURALLY EXPOSED MAX AAX1Ml,IM , ,TRWrlriy WHEN NEW CONCRFTE IS CAST AGAINST EXISTING CONCRETE, THE EXISTING" COWWETE STRUCTURAL STEEL ` {^ SHALL BE I NTEMT I ONAL L Y ROUGHEN[ TO A 114' AMF-1 I TUDE AND A (OIVCRE TE EPDXY I PLACEMENT T CAF RE I NF(RC I NG STEEL _ X VERIFY SIZE AND SPACING 416 MACH!NE BOl T Aso sw VASA■IT set too a w.Graom nm 3. RECORDS OF TEN" ELONGAT ONUS SHALL BE SUBMITTED TO AND REVIEWED BY THE r THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN WNJUWTION WITH BONDING AGENT SHALL BE PROVIDED THE OTHER PROJECT DRAWINGS, SUCH AS ARCHITECTURAL AND MECHANICAL, THIS ENGINEER PRIOR TO CUTTING 'NE TENDON ENDS EMBHD PLATE INSTALLATION - x MECH MECHANICAL NSW �t0-�010 `"eMa» HA COORDINATE THESES DRAWINGS AND ALT 1 FY A iE OF ANY �. D - ' BB BROI EN BACK WFG MEZZANINE Aa.a `',w CONTRACTOR SHALL COORD 13. HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENO ..ir'S C S1 IN CONCRETE X BC BOTTOM CHORD MFG MANUFACTURER RfR CISCREPANC!ES. REFER TO THE PRO.'ECI SPECIFICATIONS FOR ALL ADDITIONAL DEFORMED BAR ANCHORS DBA'S SHALL BE NELSON TYPE 02L STUDS AND OBA'S 4. ALL ELEVATIONS SHALL CONFORM TO PTI PLANS OF SLOP DRAWINGS SHALL INCLUDE _ BLOI� BUILDING l ) ELEVATIONS OF ALL BEAMS, AND PLANS OF ALL SLABS SHOWING ALL TENDON PLACING OF REINFORCED CONCRETE VERIFY MIX AND MEMBER GfOAE TR.►ES MIN MINIMUM INFORMATION. SHALL BE AUTOMATICALLY END-WELDED TO STEEL. _ - _ BLK BLOCK r LOCATIONS. ADDITIONALLY SUBM111A1 SHALL INCLUDE_ ANCHORAGE, MI$C M�ISCELIANEOUS 2 CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING TENSIONING, MDNIITORING AND MEASUREMENT PROCEDURE FOR ELONGATION. TAKING OF TEST SPECIMENS BL KG BLOCKING MiL OR MET METAL _ { 14 PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE G-90 HOT-DIP TENDONS LONGER THAN 100' SIMLL BE TENSIONED AT BOTH ENDS TO ENSURE BM BEAM CONSTRUCTION Tr4E STRUCTURE AS SHOWN ON THE DRAWINGS HAS ONLY BEEN GALVANIZED AFTER FABRICATION. NO LOADS OR WELDS Si _ BE PL.4CLD ON AN PLACEMENT OF P/T TENDONS - __ _ 605 BOTTOM OF STEEL • �; DESIGNED FOR STABILITY UNDER THE COMPLETED CONDITION EARED UNTIL THE SUPPORTING CONCRETE RAS CURED 7 DAYS. ADEQUATE ELONGATION. SPACING OF TEN[K)NS OR GROUPS OF TENDONS IN THE - NA NEUTRAL Ax;S OF SCAB (4 i DISTRIBUTED DIRECTION SNAIL NOT EXCEED 4 FEET OR 6 TIMES THE SLAB TENSIONING OF P/7 TENDONS BOT BOTTOM NO OR rr NUMBER sul;Tu,1 'TRACTOR SHALL COORDINATE SEISMIC BRACING FOR MECHANICAL ANO 15. PLACE ALL REINFORCING BARS PER ACI STANDARDS. REINFORCING BARS TO BE THICKNESS. CONCRETE COVER FOR TENDONS SHALL BE AS SHOWN ON THE PLANS BRC BRACING NTS NOr TO SCALE •� 4c ,. � ... VER I F 1 CA T 1(1N OF E LONGA'T I CNS BRG BEARING J CON « ._._... ELECTRICAL EQUIPMENT AND PIPING WITH THE STRUCTURE CONNECTION TO PLACED ACCURATELY AND SECURELY. TENDONS SHALL FE INSTALLED WITH A PARABOLIC DRAPE WITHIN PLUS OR MI ,� aTWN BETWEEN E 111 T CONDITIONING 1/8" OF THE ELEVATION SHOWN ON THE PLANS FOR HIGH AND LOW POINTS AND OC ON CENTER a E THE STRUCTURE SHALL CONFORM TO SHE1 METAL ANG AIR GOND ON MASONRY PARAPETS OD OUTSIDE DIAMETER � 70 -P CONTRACTORS NATIONAL ASSOCIATION (Si111ACNA) OR BE AS DETAILED ON 16. PROVIDE CORNET•' 9ARS 2'-D'x2'-0' OF THE SAME SIZE AND SPACING TO UATCH WITHIN PLUS OR MINUS 114• AT C7r+ER LOCATIONS. THE M!r'IAAI1/ RADIL : OF CC CENTER TO CENTER SHALL PRISM PREP TEST SPECIMENS OPNG OPENING MECHANICAL. DRAWINGS DESIGNED AND STAMPED BY A REGISTERED ENGINEER HORi7ONTAL 'EINFGAr4CEMENT AT ALL INTERSECTIONS. PROVIDE FOOTING DOWELS CURVATURE FOR TENDONS IN THE VERTICAL OR HORIZONTAL P ANE ,HALL dE / _ _ _ CJ CONTROL JOINT OPP OPPOSITE LICENSED IN TH: STATE OF OREGON OF SAME S11 AND SPACING AS VERTICAL BARS IN COLUMNS AND FOOTINGS. 21 '. WHEN TENDONS ARE TERMINATED AT INTERIOR SPANS, EXTEND TEN06NS A UNIT PLACEMENT CAU CONCRETE MASONRY UNITS ope DISTANCE OF 113 THE SPAN BEYOND THE SUPPORT, CL R CLEAR PL PLA 7E ��► Ap, 4 FiELD ENGINEERING DETAILS SHALL BEAR TW; SEAL AND SIGNATURE OF A 17. REINFORCING, BARS SHALL .NUT BE BENT OR DISPLACED UNLESS APPROVED PLACEMENT OF REINFORCING STEEL __ VERIFY SIZE AND SPACING CNTR CENTER Pa POWDER ACTUATED c'��lpp LICEPISF5 OREGON STATE STRUCTURAL ENGIi:ER, AND SHALL BE SUBMITTED BY THE ENGINEER. 5. ANCHORAGES, COUPLERS, AND OTHER FITTINGS SHALL BE THE ICSO APPROVED GROUT SPACE X COL COLUMN PNL PANEL 7 TO A/E FOR APPROVAL MANUFACTURE'S SIANDARG MU>VI DESIGN FOR THE LOADS APPLIED. MINiCONCRETE I8. AT CONCRETE WALL OPENINGS, PROVIDE a MINIMUM UF' rWTA �5 BARS OVER, UNDER AND 1, GROUT PLACEMENT x CONC CONCRETE PRCJ PROJECTION CONN CONNECTION PSF POUNDS/SQUARE FOOT �EXL B• t�•3Vp7 Qj �[I N I CAL CR I Tf AT THE SIDES OF, THE OPEN I NGS. EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF COVER FOR ANCHORAGES SHALL BE Z PROVIDE (1) 14 REINFORCING BAR ABO.E CONST CONS-T.RLCT I ON PSI POUNDS,/SQUARE INCH _ 24' PAST THE OPENING. PROVIDE CNE /5 FOR SINGLE-LAYF-R REINFORCING AND TWO 15 AND BF1OW ALL ANCHORS AND HOLD 112' CLEAR OF ANCHOR W/ PLASTIC SPACER. SPECIAL CASES CONT CONTINUOUS PT PRESSURE TREATED BASED ON REPORT BY CEODfSIGN, DATED JULY i9, 2005 FOR DOUBLE-LAYER REINFORCING, a'-0" LONG DIAGONALLY AT EACH CORNER CX ALL EXCESS STRAND SHALL BE TRIAD TO I 112• INSIDE OF FACE OF CONCRETE PER ICBG EVALUATION REPORT CTRD CENTERED OPENINGS. PROVIDE CORNER BARS TO MATCH HORIZONTALS. SLAB BARS SHALL 8E HOOKED ONCE STRESSING AT ELONGATION REPORTS ARE APPROVED BY AAI THEN INSTAL. COUPLING OF REINFORCING STEEL GREASE FILLED CAP AND PACK SOLID WITH NON-SHRINK GROUT OR AUTAR. NOTE THAT PER IC80 EVALUATION REPORT R RADIUS ALLOWABLE SOIL-BEARING PRESSURE = 3 KSF (GRAVITY ONLY) INTO WALLS, OR HOOKED DOWELS $WALT, BE PROVIDED TO MATCH SLAB REINFORCING. ADHESIVE ANCHOR ;NSTALLA7ION DBL DOUBLE RD ROOF DRAIN = 4 KSF GRAVITY + LATERAL PROVIDE TWO 14, 4'-0' LONG DIAGONALLY AT EACH RE-ENTRANT CORNER iN SLABS. CAPPING AND SEALING A7 MAXIMIZE SHALL BE BASED ON F/r ME P/TCSYSTES RECOMMENDED ( ) DETAIL WHICH SHALL MAXIMIZE CORROSION RESISTANCE OF THE P/7 SYSTEM. EXPANSION AM;FMJI.' rNS1ALlATiON PER TORO EVALUATION REPORT Dim DIMEHiSION REF OR RE REFERENCE FROST DEPTH = 18` PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL. WALL REINFORCING. -- PASStvE $011 RES!`_`TA'rCE = 250 PCF OWL DOWEL REiNF RftNFORCING COEFFICIENT OF FR!C'T!ON = .35 19. PERMANENTLY EXPOSED EMBEDDED PLATES 41411 ANGLES SHALL BE HOT-DIPPED, 6. POWER-DRIVEN FASTENERS, SAWS, OR CORE DRILLS SHALT. NOT BE USED IN REQ'D kL-)UIRED GALVANIZED AFTER FABRICATION, UNLESS 4U ANGLES NOTED. NCI LOADS OR WELDS SHALL POST-TENSIONED CONCRETE, UNLESS SPECIFICALLY APPROVED BY ENGINEER PROGRAM FOOTNOTES: EA EACH REV REv1SIO., GRACED RETAINING WALL = 58 PCF (TRIANGULAR) OF RECORD E6 ERECTION BOLT RTNS RETURN EMBEDDED BUILDING 'MALLS = 6H' (POINT LOAD 0 .6H) BE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIAJAI OF 7 DAYS AFTER CASTING. 1. THE SPECIAL iNSPECiOR SHALL BE A QUALIFIED PERSON WD SHALL DEMONSTRATE EF EACH FACE CANTILEVERED RETAINING WAIL = 4U PCF LOAD COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE EJ EXPANSInN JOINT 7. VERIFY AL1 BLOCKOUT$ WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING SH7 SHEET DRAWINGS AND NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION EL ELEVATION SHTHG SHEATHING CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH SITE GEOLOGY ANO SUBGRADE EN EDGE NAILING $IM SiMILAR RECOMMENDATIONS AS LISTED IN THE GEOTECHINICAL REPORT PROPER SUDGRADE t. CAU WALL ASSEMBLIES SHALL HAVE A �OMPOS17E F'm = 1500 PSI MINIMUM AT 8 SHEAR REINFORCEMENT AT THE SLAB COLUMN CONNECTION AS SHOIWN ON THE DRAWINGS 2. PRIOR 70 THE BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CALL A EQ EQUAL SPEC SPECIFICATION PREPARATION AT SLABS ATO WALLS SHALL BE MADE TO ENSURE SETTLEMENT, SLAB 28 DAYS. STRUCTURAL BRICK ASSEMBLIES SHALL HAVE A COM�'OSITE -F'rr, = 3000 PSI AND DETAILS SHALL BE STUDRAILS AS MANUFACTURED BY DECON THE COMPLETE PRE-CONSTRUCTION MEETING WITH THE ARCHITECT. ENGINEER, BUILDING OFFICIAL, ES EACH SIDE SQ SQUARE AT 28 DAYS. CONTRACTOP AND .SPECIAL It?SPECTORS TO REVIEW THE SPECIAL INSPECTION EXiST EXISTING SS STAINLESS STEEL CRACKING, AND WATER INFILTRATION IS MInIMIZED AND FINISHED STIIDRAII SHALL BE ►CBO EVALUATED AND Wf1DiNG HAS TO TAKE PLACE 2 GROUT SHALL BE 3/8" AGGREGATE CONCRETE WITH COMPRESSIVE STRENGTH IN AN iC80 APPROVED AND AUDITED FACILITY. REQUIREMENTS. EXP EXPANSION SSH SHORT SLOTTED POLE - � WINGS OF 2000 PSI MINIMUM Al tri DAYS. EXT EXTfI?iOR STIFF STIFFENER PLATE � 9. POUR STRIPS ARE TORE PLACED (60) DAYS .AFTER PGST-TFNSIONED SLABS 3. ALL SPECIAL INSPECTION NOT DEFINED IN TABLE ABOVE SHALL BE AS REQUIRED BY EW EACH WAY STD STANDARD SUBMIT SHOP DRAWINGS TO A/E FOR. APPROVAL PRIOR TO FABRICATION FOR ;. CONCRETE MASONRY UNIT 70 CONFORM WITH ASTM C90 TYPE I, AND SHALL BE ARE STRESSED CHAPTER 17 OF THE 2003 IBC. EXP ANCHOR EXPANSION ANCHOR STL STEEL CONCREiE MIX DESIGN, CONCRETE AND MASONRY REINFORCING,, EMBEDDED STEEL MEDIUM WEIGHT (110 PCF). F , T S?RUCT STRUCTURAL !TENS, STRl1CTURAe STEEL, POST-TENSION LAYOUT, POST-TENSION LOSS CALCULATIONS S�IQRINU RESFGRING 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, B! 7 ARE NOT LIMITED O FD FLOOR DRAIN Owner: a SLAB STRIPPING. FLG FLANGE Tab TOP AND BOTTOM AND STEEL D,:CK. 4. AKARTAR SHACORRESMINIMUMXTO TYPE 'S" W17N 1800 PSI MINIMUM COMPRESSIVE ESA. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION ,AND FLR FLOOR S11'ENGTH AT 28 RAYS. I SHORING AND RFSHORING SHALL CONFORM TO ACI 347.2R-O5. SHORING AND SUPPORTING TC TOP CHORD Pacif is N'A iF THE SHOP DRAWINGS REVISE THE STRUCTURAL DRAWINGS, REVISIONS SHALL TESTING AGREEMENT, PROVIDED BY CLARK COUrriY FID FOUNDATION TI''K THICKNESS BEAR THE SEAL AND SIGNATURE OF a LICENSED OREGON STATE STRUCTURAL FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH FOB FACE OF BUILDING lHRD THREADED 1x 5. TYPICAL 8' NOMINAL CMU PARAPET REINFORCING UNLESS NOTED OTHERWISE ON THE PLANS iS AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BY FiELD CURED B. THE SPECIAL, INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE c "P�, ENGINEER. REVISION SHALL BE SUBMITTED TO A/E FOR ACCEPTANCE, PRIOR TO AND DETAILS: CYLINDERS. IN ADDITION, SHORING SHALL REMAIN IN PLACE AT LEAST 4 DAYS. FOM FAC. OF STUD Y TJ RUBS JOIST properties 1aN FABRICATION APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT FOS FACE OF STUD 70% TOP OF CONCRETE >: -15 VERTICAL BARS AT 2'-8" ON CENTER AND (2) 14 HORIZONTAL BARS TO THE IMMEDIATE ATTENTION JF inE CONTRACTOR FOR CORRECTION, THEN, IF FOW FACE OF WALL TOG 7pF OF GRATING 1• 417 2'-8" ON CENTER (IN BOND BEAMS. 2 NO COLUMN OR WALL FORMS SHALL BE REMOVED UNTIL CONCRETE HAS .ATTAINED 150OPSI UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. NG7E ThAT THIS ALSO FR FRAME TOF TOP OF FOOTING DEFERRED IIT•( ,$ -(1) 15 VERTICAL BAR AT EACH CORNER. STRENGTH INCLUDES ITE16 DESIGNED BY OTHERS, (SEE DEFERRED SUBMITTALS). FT FEET/FOOT TCJ TOP OF JOiST " -STEEL STAIRS -(2) /4 HORIZONTAL CORNER BARS WITH 2'-0- LEGS AT ALL WALL INTER`ECTIONS FTG FOOTING TQM TOP OF MASONRY Ac PROPRIETARY LYSINS (LIGHT POLES, ETC ) -(IN BOND BEAMS AT 4'-0" ON CENTER). 3 KON PT :LABS Sn4LL BE BACK-SHORED TO LIMIT SLAB CREEP DEFLECTION FOR A MINIMUM C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER DESIGNATED GA GAGE TOP TOP OF PARAPET (2) 15 HORIZONTAL BARS AT TOP AND PC'TCu OF ALL WALLS. OF 14 DAYS TOS TGP OF STEEL 6600 SW IuSth Aye.,State 17 e DEFERRED SUBMITTALS ARE ITEM$ DESIGNED BY OTHERS. SUBMITTALS SHALL PARTIES), IN A TIMELY MANNER, AS ESTABLISHED Ar THE PRE-CONSTRUCTION MEETING. GALV GALVANIZED +W..L UDE COMPLETE C..L CUL A T I ONS AND DETAILS AND SHALL BEAR THE SEAL AND 6. TYPICAL 8" NOMINAL S TRGC TUP.AL BR'CK PARAPET REINFORCING UNLESS NOTED TOW W TOP OF WALL Beaverton,Oregon 9700E GB%GYP BD GYPSUM BOARD TOTYPICAL SIGNATURE OF A LICENSED OREGON STATE STRUCTURAL ENGINEER, SUBMITTAL OTHERWISE ON THE PLANS AND DETAILS: 0. INSPECTION FOP PREFABRICATED CONSTRUCT! ON SHALL BE THE SAME AS FOR THE MATERIAL GL GLUE-LAMINATED MEMBER SHALL BE RADE TO AjE FOR .ACOS EMACS PRIOR 70 FABRICATION. CALCULATIONS IISED AS IF THE CONISTRUCTION T011K PLACE ON THE SITE, CONTINUOUS INSPECTION WILL NOT GRTG GRATING -15 VERTICAL BARS AT 2'-6- MAX CW CENTER AND (2) 14 HORIZONTAL BARS UNO UNLESS NOTED OTHERWISE a SHALL INCLUDE ALL LOADS AND CLINNECTIONS DETAILS TO THE STRUCTURE, WITH AT 2'-6" ON CENTER (IN BOND BEAMS). Po • 30M PS; TENSION LAT' SPLICE LENCsTHS (INCHES) - TOP BARS i'2 BE REQUIRED DURING PREFABRICATION IF THE FACILITY IS PRE-CERTIFIED A!� PROVIDES GC GENERAL CONTRACTOR REVIEW OF LOCAL STRESSES. DESIGN WORK SHALL BE BASED ON THE 2003 IBC -(1) 15 VERTICAL BAR AT EACH CORI`ERR. covg+erSMalEs� -3,,, lin - - 3 EVIDENCE OF COMPLIANCE. GYP GrPSUM VERT VERTICAL -(2) 15 HORIZONTAL CORNER BARS WITH 2'-0" LEG- I ALL WALL INTERSECTIONS &-Acw.(w_.I.1ts) i 2 4 1 >- 6 2112 1 4 >• b 2 is 4 1 >' i (IN BOND BEAMS AT d'-0. ON CENTER) � � � � ;y 2., � 2s � ;s E, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE 110'RK HD H0IDGWN WF WiDE FLANGE STEEL SEAM CMRE 2 5 HOBEAMS AI BARS AT TOP AND BOTTOM OF ALL WALLS. REQUIRED SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK iS IN HDR HEADER -(2) "A 36 36 36 3i 36 3' 3' 3' 3" CONFORMANCE WiTH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE HGR HANGER WD ROOD - MINIMUM COMPRESSIVE STRENGTH OF CONCRETE 417 28 DAYS: -- 7. ALL VERTICAL REINFORCING TO BE DOWELED WITH A STANDARD HOOK INTO FOOTING, % 43 43 43 43 43 43 43 4>' 43 APPLICABLE MORKMANSHIP FROViSIONS OF THE !BC. FRORIZ HORIZONTAL - PSI F SL AD r i'1,10 WITHKIPO Protect: 3000 S OR SLAB-ON-GRADE AND , .ED OFF TO BOTTOM STEEL. � be �s a.e �. �3 i3 �. &3 63 + HS8 HIGH STRENGTH BOLTS WP WORK POINT N -4000 PSI FOR COLUMNS, WALLS AND FOOTINGS ,� _ _ T2 n T2 n 5. DUTIES OF THE C(NV7RaC7GR INA Lt DE, BUT ARE NOT LIMITED �0. HY/FFGT HEIGHT INT WEIGHT Tigard Y4k -5000 PSI FOR POST-7ENSIONED FLOOR SLABS 8. LAP LENGTH 40 BAR OIAMETeRS FOR SINGLE BAR IN A CELL AND 52 _ WWF WELDED WIRE FABRIC BAR D I AME TER$ FOR TWO OR GORE BAR !N A CELL. los a °1 Ims a °' A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK i S READY FOR INSPECTION I ON A T LEAST 2' IBC INTERNATIONAL BU I L D I TIG CL;OE I;ONICRETE EXPOSED TO WEATHER SHALL HAVE 6x1 1% A!R- NTRAINMENT HOURS BEFORE SUCH INSPECTION. 10 INSIDE DIAMETER : - � .'T THEN CHLORIDE IONS IN INCH Triangle CONCRETE FOR P/T SLABS SHALL NOT CONTAIN Iras?E HE 04% C LOR DE 9• GROUT ALL CELLS WITH REINFORCING AND OR ANCHORS UNLESS NOTED OTHERWISE ON by WEIGHT OF CEMEN Pa • 4~ PSI TENSION LAP SPLICE LEf�IWWO (INCHES) - TOP SMIZ5 �'� B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED IHIFO INFORMATION DRAWINGS, co�rNe+'iWe> 3,4 1 in 3 UNTIL I! HAS BEEN OBSERVED AND IND I Ca TED TO BE IN CONFORMANCE BY THE SPECIAL INT I N7ER I OR Commons - MA>1 AlA►I SL IAP 3 5' PLUS OR M 1 NUS i". I 0 REINFORCING STEED. JDAM1'7PAr.M rrlMGEs 2 1/24 >• 2 4 >• d 21/2 4 >- • INSPECTOR AriD APPROVED BY THE BU i LD I NG OFFICIAL. (` 26 25 -WELDED BARS ASTM A706 ��^4 20 2S2s -M C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMi7 PLANS AND a UNLESS NOTED OTHERWISE IN PROJECT SPECIFICATIONS, MINIMUM t,1MfEN7 Parking Gai-ag 3 -DEFORMED BARS ASTM 41615, GRADE 60 3i 31 31 31 31 1 31 31 31 31 SPEC I F I CAT I ONS AT THE JOB SITE CONTENT 494 Ibs, PER YARD FOR 3000 PSI, 564 Lbs PER YARD FOR ,ti 1 311 31 31 31 3i 31 31 31 31 68th and D3rtrrI,wh 4000 PSI AND 658 tbs PER YARD FOR 5000 PSI, ADDITIONALLY, MAX W/C i1. ALL REINFORCING SPECIFIED SHALL BE SECURED BY BAR POSITIONER, MAINTAINING FLYASH NT FLYASH CONTENT IN CEMENT. ss 54 54 y' � � D. MAINTAIN AT THE JOB 517E COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL Tigard Oregon RATIO - .40 FLW SLABS. MAX]" 20 PERCE ALL MIXES CONTAINING FLYASH l0 BE SUBMITTED WITH SUBSTANTIATING IN LOCATION WITHIN I/4 OF 1NDiCATED POSITION. � - y4 i2 4 14 62 62 INSPECTOR. QUALITY ASS1�Al�CE PLAN FOR SEISMIC RESISTAACE CONFORMANCE WITH ACI PROCEDURES. SUBMIT MIX DESIGN 14 DAYS Pk IOP 12. MASOA94Y UNITS, GROUT AND PRISM TESTING SHALL BE PERFORMED PER i8C SECTION is - - s4 x io es �0 70 , 6. DEFINITIONS: THIS SECTION IS IN,EPDED ?0 PROVIDE THE MiN1A41M REQUIREMENTS FLiR SEiSMtC-FORCE- TO PLACING CONCRETE 2,05 RESISTING SYSTEMS AND DESIGNATED SEISMIC SYSTEMS SYSTEMS AND ITEMS TO BE 2 A, CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIH,IES INCLUDED IN THIS PLAN ARE- 5 5 MINIMUM CONCRETE COVER: S,. i�31 T1ENSiON LAP SPLICE LENSTHB (INCHM�S) - TOP DATR$ STRl1CTLM STS F C ■ OBSERVING THE WORK REQUIRING SPECIAL rNSP(CTION i reCc7vlRrlNc:+�I 3/4 114 _ 3 1 SEISMIC' RESISTING ELEMENTS OF THE STRUCTURE THIS INCLUDES SHEARWALLS r, A CAST AGAINST EARTH. . . . . . . . . . . . . . . . . .3' CLEAR I. STRUCTURAL_ STEEL TO COrh�ORM WITH ASTM A36, Fy-36 KS U.N.O. eracSro rIN.►Ie=: 2 v! 4 >' ` z va 4 ' _ 4 - }' B. PMRIOOtC INSPECTION 0 NS THAT Tr4ATSPECIAAL I SPECTOR ISS�ON SITE I EIAT TIMEON IS AND FOUNDATIONS UNDER LATERAL ELEMENTS- v 22 22 22 22 22 ?? 22 �• 11 TE --- 8 CAST AGAINST FORMS AND EXPOSED TO HEATHER 2. HOLLOW STRUCTURAL STEEL (HSS) TUBES TO WNF`ORM WITH ASTM A500, Fy--46 KSI, -z,� 20 IN CONFORMANCE WITH APPROVED "ERMIiT PLANS AND SPEC IFiCA7IONS 2 EXTERIOR NON-STRUCTURAL CLADDING ITEMS AND THEIR ASSOCIATED ANCHORAGE Sheet Title- --NO. 6 AND LARGER. . . . . . . . . . . . . . . . . . .2' CLEAR HOLLOW STRUCTURAL STEEL (HSS) PIPES TO CONFORM WITH ,4a TM A53 GRADE B, 's 20 20 se 20 2.4 2i► 2R _ ,,ER . . . . . . 1-112 � � 3•i 34 34 34 �+ 94 u 34 --NO 5 AND SARI _ . " .LEAR Fy=35 KSI. •; b4. 54 64 61 as 4s s1 4s- AS as STRl�CTNXtAL OFxSERVAT1OAl 3 EMERGENCY OR STANDBY ELECTRICAL EQUIPMENT, ALONG WITH THEIR ANCHORAGE Structural k C NOT EXPOSED TO EARTH OR KATHER 3. BOLTS TO CONFORM WITH ASTM A325 UNLESS NOTED AS A307 OR A490, ALL FAYIN(, r -SLAB, waLlS, AND JOIST SURFACES .Hall BE PREPARED TO MEET CLASS A MINIMUM I. STRUCTURAL OBSERVATIONS BY THIS ENGINEER OF RECORD oa HIS IREPRESENTa7;VE THESE THREE ITEMS LISTED ABOVE SHALL 8E INSPECTED ONCE DURING THEiR INITIAL General Notes E , .s _ - 04 SHALL BE REQUIRED A7 THE FOLLOWING STAGES OF EACH BUILDING DURING CONSTRUCTION: INSTALLATION AND ONCE WHEN COMPLETE. THE CONTRACTOR SHALL NOTIFY ALL PARTIES r NO. I! AND SMALLER. . . . . . . 3/4' CLEAR INVOLVED .AT LEAST 72 HOURS PRIOR. 1. �' I -BEAMS AND COLU11445 4. ALL A325SC AND 414905+,; BOLTS TO BE SPLINE TYPE TMST OFF TENSION CONTROL A. PRIOR TO PLACEMENT OF CONCRETE IN FOUNDATION, RETAINING WALLS AND FOOTING PRIMARY REINFORCING, TIES, STIRRUPS, BOLTS 1'2 s AND SPIRAL. . . . . . . . . . . . . . . 1-I/2' CLEAR Pr,Pr, • bm'fam P81 TENSION LAR' SPLICE LENtxTHB (INC.HE°�) - TOP DARE 5. WELDING TG BE PERFORMED BY CERTIFIED WELDERS USING E70XX ELECTRODES IN bmm COYMMR rS al 3/4 rM 16 WELD 3 01.4 STANDARDS. MINI1V2 3 B. DURING INITIAL SHFARWALL POUR. 6 PLACINGTOLERANCE: ACCORDANCE WITH AWS DI. 1, D1.3, , ELJ�I.X M Ai+U MUM " AGMaCI.e 2 v2 4 2 v. 2 V2 4 •' a 4 ' • >• E / r 21 21 21 21 21 21 21 21 C. PRIOR TO PLACEM,wx'NT OF' CONCRETE FOR ELEVATED PIT SLAB LEVEL. SI.O - STRUCTURAL GENERAL NOTES 4 -PLUS OR MINUS 1/4• TTFICAL FILLET UNLESS NOTED OTICRWiSE. ONLY PRE-QUALIFIED WELDING PROCEDURES v _. -PLUS OR MINIS 112' FD; TOP BARS IN MEMBERS MORE THAN, 8" SHALL BE USED. MINIMUM ELECTRODE NOTCH TOUGr4N_SS 20 FT-LB (CVN) AT 411, 21 26 26 26 26 26 26 26 26 D. DURING STRESSING OF FIRST ELEVATED P/T SLAB. S2. 1 - LOWER LEVEL/FOUNDATION PLAN ` THICK 0 DEGREES F"AHRRrtJ4E it.I 20 FT-LB (CVA) A? 920VDE(DEGREES FAHRENHEIT FOR L w N 31 .1 sl_ 31 31 31 31 sl - BRACED FRAME CONNECTIONS. FABRICATOR TO PROVIDE WELDING PROCEDURE 7. CONCRETE TESTING TO BE PER 'SPECIAL INSPECTION PROGRAM'. QUALIFICATION OF WIELDERS TO THE SPECIAL INSPECTOR FOR REVIEW AND 01 49 41 4s 4' 44 44 41 44 a4 E. FOR FINAL COMPLIANCE WALK THROUGH. 52.2 - UPPER LEVEL SLAB PLAN i S APPROVAL PRiOR I.0 START OF WORK. - - •I sl sl 61 '►I al 2• CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AT LEAST 48 HOURS IN S2.3 - UPPER LEVEL PIT PLAN 9 a REINFORCING STEEL: - - r 51 101 ^_ e, 0� ADVANCE OF COMPLETION REQUIRING SITE (11BSERVATION. -DEFORtxl) BARS ASTM A615, GRADE- 60, (TYPICAL U.N.O.) S. Ate. STEEL TO HAVE ONE SHOP COAT OF PRIMER. DO NOT PRIME FINISH STEEL $5: 1 - HOUNDA710N DETAILS �IfIDED BARS ASTM x1706, (FOR SHEARWALLS AND MAT FTG'S) SURFACES TO BE COATED WITH FIRE FROTECTiON OR WITHIN 3' OF AREAS RFrT MNG N+OTEb, � Da►I�tuTµ1•k TuaN C, 3 IF ADDITIONAL SITE VISITS OR DESIGN WORK ARE REQUIRED OF THE ENGINEER -KLDfn WIRE FABRIC ASTM A185, HIGH STRFWGTH BOLTS, WELDS, OR WELDED STUDS, L ?OP � i0 ° BECAUSE OF INCOMPLETE OR UNACCEPTABLE WORK, THE ENGINEER SHALL BE S5.2 WNCRETE DETAILS + -REINFORCING BAR I N CONCRETE C(k t AN5 SHALL COMPLY WITH UBC CAST BELOW T1 E Ate• ,i 2. Wole,l AM OTI.*R TWAN 'TOP SAlRib',DIVIDE 10"L�OPTIENT LENCsTN bl■EGIFIED IN REIMF>URSED FOR ALL TIME AND EXPENSES INVOLVED. 55.3 - CONCRETE DETAILS Revis2onm i STANDARD 2" FOR LOW ALLOY A706 STEEL OR MAY CGNFOi4M TO ASTM 7. STEEL FABRICATOR TO SUBMIT SHOP DPAWINGS TO A/E FOR REVIEW PRIOR TO TABLE DY 13. 412915 WITH THE FOLLOWING ADDITIONAL REQUIREMENTS: FABRICATION. 3. INITEPWOOLATE"SPLICE L.E1401TN6 Ab�.G ARY. 4 A!•'SPLICED AM SAMCD ON MA86 Q ROi!GADO A.DIVIDE BY 13. A YIELD TDrb10N L -VERTICAL R 1NFORCiNG HAVE C � E SHALL STRENGTH, BASED ON MILL TESTS, THAT DOES NOT EXCEED THE SPECIFIED 8. FABRICATION A ERECTION SHALL BE IN ACCORDAPK:E WITH 'A(SC SPECIFICATIONS I�-E�NOTED 4&ICN I w M pRAulIN 01 Ab)INIM ALL VIDE&PLIEb Ab t^,LAxJb D. a YIELD STRENM(:TH BY MORE THAN i8 KSI RETFbrS SHAH PD1 EXCEED r c P OPLIGE DIi'1N►46rcrj i'b Ra1CATED IN DIlNUN66,nr�vrDE LAi�CiER b!'LIC� '-ENGTM• FOR S7RUCTKr AL STEEL BUILDINGS'. ALL EXPOSED ,TRUCTUIRAL STEEL. SWI CONFORM s. LAP IPLICE TABLES AME ISA60D ON AGI JO-02,WCTI" 1222,023 4 12.14-2. THIS VALUE BY MORE THAN 3 KSI. WITH RISC SPECS FOR ARCHITECTURALLY EXPOSED STRWTURAL STEEL (AESS), THiS T. VALUED SWAN M TAME MAY BE LOYMEIlED IUTW KtlsF TRAN6YEIfaE 1X1 "RIN1°O `RNT FINE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD INCLUDES ALL 14EOUIREARNTS FCA TOLERANCE, FREP , FIT-UP AND FINISHING, lt+xl6TbP'ERn23. SHALL NOT BE LESS THAN 1.25, MEMBERS W►IICH ARE HESS SHALL BE CLEARi Y NOTED ON THE STEEL SHOP DRAWINGS FOR i -,$MIT MILL CERTI,FICATFS FOR REINFORCING INDICATING P14YSICAL AND FOR REVIEW. CNfMfICAL PROPERTIES TO THE ENGINEER PRIOR TO FABRICATION. I 9. ALL LINTEL AND LEDGER ANGLES SUPPORTING MASONRY TO BE G-9r1 17ALVANIZEn l INCH AN ELEMENT IS REQU;RED 10 BE GALVANIZED, All OF ITS PARTS SUCH AS SCREWS, NAiLS, WIRE DOWELS, BOLTS, NITS, WASHER;, cHIW, ANCHORS, r ` TIES, AND ATTACHMENTS SHALL BE CORROSION RESISTANT. IV. ALL EXPOSED STEEL BELOW FINiSK GRADE TO BE COATED WITH ASPHALTIC PAINT PRiOR TO BACKFILL. ALL EXPOSED STRUCTURAL STEEL TO BE CORROSION RESISTANT AFGHAN ASSOC1AitS NIC.. zoos. 4: { (GALVANIZED PER SPECIFICATIONS). RwHTS asE�vrD� , a AFGHAN ASSOCIATES, INC., ANC ARE TIO.sE wAtDlOs Am r4 MIOPER- 40T TO [ US;0 OR REPRODUCED r' WANK R, E XCE PT S1TH THE PR1Cx1 rQ "' f RERW541ON f1f AfC11AN a\SSOdA-E 5. "• I? Date 06/,+t'' Drawn by: Checked NWS/EN10 K � Job Number: A05224• stow 1 C Bid Set - Junr 2006 S 1 U a WWI 11 WIN 7577 MIMI 1 1 r u 1 IHV iNV Til!lur'ilrllllll HII 111! IluHll MIH IISI'IiH I11r Illi ILII lilt 1111 Till 111111 IIIIIHH .NI 11 1!r Ii i I . '.LTA 1 11 tut illi ntrrnr i!r 11;1 11l1 ILII Ihl fill it iiulllfill IiliIIH rulllit Iu II11 mill 1 Ililll H,lit 11 j 1 i II ' S r'!' S "., 1;011119 i I IID f 1 r�g 1 1'41 r >`d 1`i i�� 1�0 EI $24 27 ffiil "i0 Y IIT ,y f 1 •.,.,��q�#� �� r "��i..f � r �-1 d;�i r+�Y�•'u v� :k �y, :1�1'fja•_� - IEEE , r R :,IEEE. ,., •,:. :r .. h ` I • ' .i -IEEE,. � .ia.a-.,.,Yi.rYY•�.'��-- _. ,...� .. ..IEEE. .. I dl 4y ,,., i� tY - :: ... .. ..._. - ..- .. _....Ku-ex . .,____._.w,,uwi..+,o+.u....+.'.w.,:....,.:.guar...d,.,..ww:.:...........,i..:.....,w.:.,.:..«......,....+.,:,....,:.w,...:..,,:..... ._w._..«-...«..:r..l.....a„ r,.e. _....,.::.w+.:......:,.. FOUNDATION PLAN NOTES: I. FX 4 CX REFER TO FOOTING T'A'PES, SEE MILDREN DESIGN GROUP P.C. � SCHEDULE BELOW. FOOTINGS TO BE CENTERED , UNDER COLUMNS OR.. WALLS,.�OR AS SHCWN IN ANC111TECrLK6 - SPACE PLANNING THE PLAN AND DETAILS, TOP OF FOOTING 7650 S.W. kieNeland,Suite 520 ELEVATION TO BE A MINIMUM OF 1'-0' EELOW SLAB-ON-GRADE. ALL FOOTINGS 5HALL HAVE T Igard,Oregon y7223-8692 A MINIMUM OF 1'-0' 501L COVER AT EXTERIOR (303)244-0552 GRADE. REFER TO CIVIL DRAW!?-Ga AND --- \ \ ARCHITECTURAL 51TE OR NG5 FOR AL.L FINAL SITE RETAINING WALL--� 1'-8' 12'-4' 28'-4' 2l'-m' Z't'-0' Zl'-0' _ --- Z8'-II 1/Z' `- Ig'-m' 1'-8' GRADES. COORDINATE E^r'ER1OR RETAINING SEE 5CREENWALL \ -- - 1 --,----- - -- 1 __-- _ I --__-- 1 I , WALL SECTION WIT,4 RETAINED GRADE HEIGHT5. DRAWINGS. '1'-0' TALL I I'-8' SEE PLAN FOR GALL-OUTS rJF GFPROXIMATE 1.-0. OPENING SITE GRADES. AFGHAN ASSOCIATES INC. APPROX. Sllr- GRAOC APPROX, SITE GRADE I I APPROX. 317E GRADE b I APPROX, SITE GRADEI E I CONSULTING; ENGINEERS EL. 299.0 \ I - EL 3,2.51 I EL. 314 I I J r 317-u-- --- �p '- 6'-8'T 3. SEE S5.I FOR SLAB-ON-Cs�cADE CONSTRUCTION AND CONTROL JOINT. MID SW YARNS ST s. wND kiEGOR 9nn TTP. ._ I I5071 e2oJo3 .e. 620.5539 jo - + - - - - - - I 4. SEE 551 FOR COLUMN/FOOTING DETAIL_ AND OA N + _ _- -r--•--------_ ____ __ - _----- OTHER FOUNDATION DETAiLB. F4 + + T O SLAB ri j ! I-_ -.2 �_ _.� L_ , 5. INDICATES A SPOT ELEVATION: ON AT I I � 111A - F4 F4 - F4 F4 F4 !F4 , EL x xx THE TOP OF THE SLAB-ON-GRADE. ROX 3 TTp.GRAD[__ \ iU b. INDICATES G J 8' CONCRETE 5HEARWALL 31i.5 \j PROVIDE !m' RETAINING r I , REINFORCED W TH 4 10" O.G. EACH WAY U-�U in I \r a sLAB - WALL STEM 4'ND STEP i 11. AT WALL (t. SEE DETAILS 4 GENERAL ®t e p�< 1 I I El. 311.8, FOOTING UP PER 3/55.1 + NOTES FOR ADDITIONAL REINF, AND ,��Q,ED PRQcF GON5rRUC-ION INFORMATION. 5 I N 1 , 1 I I (*) F6 Fb F6 � I I r--1-F& r--- -- r--- -- r--- -- + --4 15'70 - �. INDICATES AN 8' NOMINAL CMU PARAPET. -. SEE 51.0 FOR REINFORCEMENT. DOWEL L_ A __-._.- --�- _ PARAPET INTO SHEARLUALLS WHI=RE ORE 1 L___ .___j �___ ___� �___ ___� �___ ___� r4 F4 i OCCURS. PROVIDE A 1i4' CONTROL JOINT �, �Y GAP IN ALL PARAPET WALLS 4T y,49 GRIDLINES DIRECTLY BEHIND COLUMNS. D J' EXPIRES: 12/31/07 B. REFER TO STRUCTURAL GENERAL NOTES ON SI.I� AND PROJECT GEOTECHINICAL REPORT FOR I 1 ALL SOIL-BEARING, SITE-GRADING, AND WATER _- PROOFING REQUIREMENTL. I I 9. THE CONTRACTOR 15 RESPONSIBLE FOR n , I 1 � )0 K� I ( COORDINATION OF ALL DIMENSIONS. REFER TO I OTHER ASSOCIATED PROJECT DRAWINGS + I I ! (ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, ETC.)FOR EXACT DIMENS101v5 AND ELEVTEAMAOF DIMENSION,, L CD15CREPANCIES RACTOR TO NOTIFY DESIGN I + +_ry F5 (*) r___ ___IF& 10. CONTRACTOR TO COORDINATE WIT,a SITE AND s' + + F4- CIVIL DRAWINGS FOR ALL SITE WALLS AND V UTILITY INSTALLATION. ALL FOUNDATION PIPiNG 1 I I I 1 SHALL BE MELD 1'-0' CLEAR OF FOCI:INGS. I " 1 L'-- --J I I I I I I I 1 I 1 e•- I I !I. REFER TO 55.1 FOR STEP IN FOOTING DETAIL. 't ADJACENT FOOTINGS SHALL BE LOWERED :+5 1 REQUIRED TO CONFORM TO LIMITATIONS CF Fh ; III ) --- ---J Fro -- ---'Fb •--- --'Fh I ` i U DETAIL. d1 i I 8'--1 1/4' 1 i C)�\rl t L 1 FOOTING SGyEDULE Pacific NW I i 1 , y I 5 I I` I r--- ---,F6(*J .... ...I Fro r___---- ---�F(o 1 LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE TYPE DELOU I II N i i-- __'F5 (*) i ; r- __IF4 r_ _�F4 i i i i F4i' li "L" W D REINFORCING REINFORCING TTYP I/ 1 I I I r 1 + ----------------- -----G2--- I I ----------------G�---------a I I I G? CONT. 2'-'D' I -0' (2J 5 •4 ® 12' O.C. Pro pert___ ______ �� pei les /i i ---- --------- -- ----------- _ -------------- -------------4 I i i ii 1 C7.4 CONT. 2 -4' 1'-0' (3) 5 04 a 12 N j APPROX -- � a' 1 r � i I F4 4'-0' 4'-0' r-0' (5) •4 (5) 04 O.G. + I SITE GRADE 1 ( I 1 I I I F5 5'-0' 5'-0' "-2' (5) 05 (5) 05 1 F.L. I9y.0' 't I T.b. SLAB + AT 8.0 RAMP 1 1 I I � I I 1 I F6 h'-0' 6 -0' ' -4' 5 I El. 315.6' 6600 SW' 105th Ave.,Suite 175 T' I r0. SLAB T.o SLAB I I I I A QT WHERE (0) 15 5r40WN, SEE DE-4'L 4'S5.' 3 1 1r`3'°'S EL. l'?' �� I I Beaverton,Oregon 97008 / I cv FOR ADDITIONAL 03 DOWELS. L BACKFI 'L - RAMP UP I I `' r ; -Al c, ctil I UNDEf I 11 I . I I I rJ l I RAMP 1 I TYP.a� 1 + + 1 1 { ! 1 I 14 � I rT . 1 NI'1,)ect -.I` N ^-- ---1 I I I F4 C2 F4 C2 r-- r--- ---, 0 I II I I i ---••--------- - ----------- r, \ -------------- -------------a ; + I J5� j , _! Tigard .. �.-------- ---------------- ----------- ----------------------------y I 1 �I I 1 I I �- -- Ti angle + y 1 I •--- 9 12 1 --- --- -- F4 t ?O. St AE'-AT GR;() e TYP Commons -- METAL GUARDRAIL. 5,1 Ib SEE 13/553 AND 4 Ti•T45.1 _ 717. Parkin Garage ARCH. DRAWINGS. - Fb ('*) r_-- .F6 r_-- Fb _ Fb g g -- ---1 , I I I ��' I I 1 I 1 I 68th and Dartmouth CJ (TYP.) + + + + --- ---'F6 F4 �„ g g • i � i i i i i IIi \ Tigard.Oregon C - _ --- -- i--- - •--- -- - ----- --- -- - --- - - - I 1 -f-- - - - - - - - - - - - - ---- - - - - --- - 1- ' a6 ,? 4' SLAB-ON-GRADE W/ 43 I i ry j a 12' O.G- EACH WAY AT I' CONSTRUCTION/CONTROL 13 i I_ ^l i PROM TTP OF SLAB JOINTS (CJ)SEE 1 4 2/55.1 1 METAL GUARDRAIL.. FOR DETAILS. SEE 13/553 AND Sheet I tit 1 Typ• i I j ARCH. DRAWINGS. H = m - Lower Level/ EL 315 SITE -RAO Foundation fl 379 C._ SITE RETAINING WALL. SE. Plan SCREENWALL DRAWINGS. II I i S I I I i TYP. F6(*) F8 l *) Fb l*) 1 FS (*) f--- ---i --- ---' --- --- -'-- ---�I _,F4 _ Y _-- IAPPROX 317E GRADE -----------------1 J � 1! `I I T.0-SLAB /-I4 I I I ` APvROX. SIrE_GRADE i E' L 311.8- TAT. C�R,�LOW !� Q EL 314.0' -. } ------- --- ----------- ------ ------------ ------ ---------------- r- -IF'¢ ( j - -,F4 F4c_ I Ke�ltil n, A _ - _ - - _ - __ _ J -Z_ - ___-- L ______----___ __ --- --- -------i ----- r.ea,. aw. ---__•. n.-..ww.uw ._ - ��+aws�ai.+w.a.e...�,s,..w� I- O �- ------ ------- ------- ------------------ ------------- ------ -�--------------- ----------------- ----------- ------ ------- --------------- --_--- ---�--- EST--- ----------------------------------- RETAINING LOCATION OF I 1 i'-8' 1 I 1 I I METAL GUARDRAIL. 6'-8' ! CHANGE (TYP.) TYPE e APPROX SITE GRADE r-- APPRgX. 3176 flRADE- ' I IQETAINING RETAINIiJG I \APPROX. 9F(E GRADE. I SEE 1383 AND 'k EL. '301.0' EL 105.0' ` r. i , , FL. 311.0' ARCH. DRAWINS. Trn.me WALL Q WALL C Gepp APPROX SITE GRAM RETAINING FL .308.0' \ WALL 'C' "-ESTIMATED LCY'ATIC.4 OF RETAINING RETAINING RETAINING WALL TYPE WALL 'A' WALL 'B' CHANGE (TYP.) ' -ESTIMATED LOCATION OF I RETAINING WALL TYPE ' + '¢ AFGHAN ASSOCIATES INC.. 2005, ALL CHANGE (TYP.) RIGHTS RESERVED© _ THESE DRAWINGS ARE TNF PROPERTY OF- AFLHAN ASSOCIATES, INC., ANO ARE NOT TO 9E USED 011 REPRODUCED M ANY MANNER, EMCEPT WITH THE PRIOR WRITTEN - • .. PERMISSION CF AFGHAN ASSOCIATES, INC. 1 LOWER LEVEL/FOUNDATION FLAN Date: 06/30/06 2.1 - ram Checked Drawn b>�: ed by. NWS/EMO RJA Tb Number: A05224.02 ; t Sheet (cl f W Sick Set - June 2006 S2. 1 M I III IN ,o,iaxv:4wo, :" ' ..,-._ I - - '--^^-rv -�ISR,A!r,i► - III '"^s J. ,„ w_ al!tifr"i se.raanu4MNFIMh'a�iH�! u: _ro.�aMUR'lfl7+rc+4i'auefNQS�WIia�BN�M�M';3itlIWIM# WMM: �tsHrcwre�s,rtm -;u, -i :.,•.:: - , I I t 1 I II 11 NII ILII ILII IDI Ifll ILII III LIN 1111 ILII 1111 II11 !In Ililld!I ,7",'I �1 '` , ,,_, , c �� , .�. '• '•' -;'-. 1 !Ill II11 111) LIN! 1 1 I I 1 !Ii�111I 1�II111111 1111 III. ILII Ills IIH ILII II I I 1 ILII LII II11 I I INI ILII III!NII Illi IIIIIIIII ILII II-I 111 III I II I 111 rtr � Ili I i � l "'Illlill „ � III. nllhil II � I' lilll ► III >� IIIIII � I s , 10 11 ITd 1 14 1151 1 18 IfD 21 22 2-3 4 25 A B7 -8 29 30 fi J wl tel 30X 4 'M , - • A �y 5_L,45 FLAN NOTES: 1, INDIC4-ES A CONCRETE �OURSTRIP, To-41515 A STRIP OF CONCRETE THAT 15 CAST MILDREN DESIGN GROUP, P.C. AT LE45T 60 DAYS AFTER SLAB P7 AKC11ITE("IUKF • ',PAC:E PI.ANNING STRES&W..s. THE BIDES OF THE 7650 S.'K. Be\eland.Suite 120 POURSTRIP 514ALL BE SNORED UNTIL POUR5TR!P CONCRETE HaS ATTAINED f/Bard,/Dreg �l 9722:1-8692 3500 P51 (4 DAYS MIN.), 503 244-0552 2 SR INDICATES A STUDRAIL REINFOkCEMENT LAYOUT A' COLUMN LOCATIONS NOTED. SEE 2 3 4 5 8 10/5+52 FOR DETAIL. ------- 1'-8' 12'-4' — 3. INDICATE:; AN 8' CONCRETE SI,EARi,-:...L -. ___- -- � ---- - I -__----- - - -� - - I $MEN* BELOW. 1 I 3a_m. -b. # I ——— — —— ———————I————— AFGHAN .ASSOCIATES INC. 04 • 12' oc. ALONG I - 4. INDICATES AN 8' NG^1INAL STRUCTURA_ CONSULTING ENGINEERS ' OPENING BR!CK PARAPET. SEE SI,O FOR REINFORCEMENT. PROVIDE A 1/4' 0990 sw VAA%5$I aUTE 120 T4M,ORE.9n23 CONTROL JOINT GAP IN A,_L PARAPET 1!031 020 U30 Ft. p0-9939 AA.roe No .00ra,w WALLS ,:'T GRIDLINES 4 CORNERS. -------------- --- ---- ----- -�- - OR TYo! A P 'r- N - - . - - - -- - - -:.� - - --- --- -- - - - - - ---- - - _ - - -- - -- - - - - - - 5 SLAB DET L5 F CAL 05 EN30NED - -- ----------------------------------- ------------------------- ,-------- ----- - ------------- — I SEE SHEET 552 T i , X , n� I I I ASSUMED AI I2' THICKENED SLAB I l8) 5 =_ - ,_^ -- �" AT PERIMETER TYP. I I I 1 •8' 1 I 1 - Pt?(-'PERTY b. REFER TO STRUCTURAL CzENERAL NOTES ON 51.0 — -;,JE AND PROJECT SPECIFICATIONS FOR ALL Gl / lib) 5 /-C1(;) 05 ' �(Ib) 5 -lib) 5 I (10) 5 ' I ADDiT10NAL INFOQf"tATiON, p� up r 6 < ' (10) 5 I I I I ► ,. �--� INDICATES TOP SAtaS SPACED + 6' C.C. ��Q,�,D PAQ,tFf LSR`-O4 • Ib' oc. I i , ip , I UNLESS NOTED OT1-IERWI5E. •5 aI Nf 1 16 70 _ cti- --�' INDICATES BOTTOM BARS - - - - - - - - - - - - 5R - - -- - -- _ ISR 1 — — _ - - - - - - --- �`- -- - -- - - 1--- - - - - -. a. THE CONTRACTOR 15 RESPONSIBLE FOR r� C IZ) 5 1 9 l8i 5 1 COORDINATION OF DIt"EN51ON5. REFcR TO OTHER l+G Yip N�O�n I l } , , { I ASSOCIATED PRO:EC? DRAWINGS (ARCH., MEC"., M _rl ; i ELECT., ETC.) FOR EXACT DIMEN51ON5 AND -- - -- - ELEVATIONS. CONTRAC?OR TO NUTI>=`t' AAI OF AT C2D) -�'' I - EXPIRES; 12/31/07 1C8J 5 I �`11.�16 2 i I DIMENSIONAL DIS, -CIE5. •4x8'-0' =I� LTsA• i i I I 3 ((PEA - %..LENTO TEHE BANnE� ENDON5) SHALL BE ` - e 1 1 T O SLAB I • Ib' 1 60 DAT I I { I ( PL AL r?D IN THE OUTER LA.'ER AT I' CLEAR AT GRID 3 POURS RIP , ' I TEMPORARILY LEAVE OUT BARS WHICH INTERFERE I EL 324.3' I r I I I I WITH THE CORRECT TENDON PLACEMENT. PLACE �- 12' THICKENED SLAB I I ?HESE BARS -45T AND PRO'/IDE ADD!?!ONAL SPLICES A5 REQUIRED TO F'RO/IDE CONTINUITY , � I AT PERIMETER TYP. I ' I FOR ''NTERRUPTED REBAR. REINFORCING AND P.? 1 TENDONS SHALL BE PACED TO ENSURE rUL_ 1 04 • 16' ox.. i , CONSCL!DATIc�^I OF CONCRETE, AND TO MINIMIZE RISK OF SPAI.LLING. SE_ DETAILS FOR ALL ADDITIONAL REINFORC'NG THAT IS NOT SOWN ON ' ( I (12) 5_� ! i- I PLAN. (12) 45 e Z I SR 1 , I I - - - -- F - —- - - - - --- - - - - - --- (14) 5--- - - - - (14)5 - - ---- - -(14) 5 10. SEE THE FOLLOWING SHEET FOR PIT TENDONS AND } (14) 5 0 I I LAYOUT. I 5R SR R SR /— _. - L - - - - - -- - - r" ---- - - --- - - — - - - - -- - - - i IL UNLESS 'VOTED OTHERWISE, ALL BOTTOM STEEL 14 0 x I SHALCENTER AT MID-SPAN AND R04 2 '0' PAST l8) 45 I x-(10) 05 �r (14) 5 C14J 5 I I �C14) 5 �C14) 5 !107 '5 I I GRID-LINES, WHILE TO= 57 EEL S-4ALL CE►,TER ON 1 GRIDL!NES AND RUN TO THE 1/3rd SPAN POINT I 04 • 16' oc. { 2 9 I i EACH WAY, � 1 I I ' T..0--A. - ��_a 0. E/li1 MEANS EAS?n1JES� DIREC',ON, Nis MEANS —�-- I (14) 5 - 13 10 ! !� -(14) 5 { I NORTH/SC.; H 1^IREG oN. Pacific NW sm• em- i f I 5 I ,,2 15 t3. SEE ARCHI ECTURAL DR4W NGS FOR EXACT (12) 5 5.1 ; �ot�. I 012) 5 i R I ❑ T _ Properties --- ------ - - - _ - - ---- - - _ - - - - ---- ----- �' _ _ - LOCATIONS AND DIMENSIONS O-- ALL ADDITIONAL -- - i --- --- TEMS, { 9 O I I r PA - I SEE NOTE "M4 (8) 5 t4. DO 'SOT DRILL OR ANCHOR NTO SLAB FOR ANY _ T O S'A9 I I • , I T O SLAB REASON WITHOUT FiR3T U51NCs A NON-DESTRUCTIVE r r v j AT T O RAMP i RETAINNCs WALL BEAM ' I tL-1 li �UNDER RAMP I 4x12' 0' • 16' O.C. { + I AT GRID e METHOD TO LOCATE AND -+/OTD D»^" 5FE SiS5.1 mew 18 11 T U. SLAB i TO SLAB { I EL 3zT 5' TENDONS AND RE!NFORC NCs S-EE_. ACsE 'C P.? WALL JOINT • I' i T WALL JOINT AT GRID 6 , 6600 SW 109th Aye.,Suite 175 ' RIDS D4E { ' EL. 3220 1'-0'- EL 3z6. 04x8'-0' • ;6' O.G. { 5. TOP Or WALL BEARING PAD ?ER"'\aTE5 AT WEST Beaverton,Oregon 97005 1 I I: \ �- I , LACE a? ENTIRE SIDE OF CO>«UMNS AT D-b AND E-6. SEE DETAIL AT GRIDS •4x8'-0' • Ib' O.C. - `_ ' ERIMETER OF EL 3213' I RAMP DOWN - RAMP RETAINING I 8'-10 3/4 I I ' 6/852 FOR TOP OF COL!.? N COND"'ON. 8 { ; WALL BELOW 5 HB UN.O. C14Ib 8 I' '— 14 5 { 16. UNLE55 NOTED OTHERWISE, GONSOTRUCTION INDICATES WALL RAMP SAAB-� I _ i '_______ - ---_ _ - WN1D?H A STD. HDOK SP.+C DJ AT�6B C.C. I I I ,^,ONSTRUCTION ' INT JOINT lI } 8 HALiNGH BEL I, l ON GRADE I i 8 I WHERE SHOUN ON PLAN. PLACE BE?WEEN TOP SARs :.- COLUMNS. I 9 0 0 1 , I , Project: �. , o .r ,R 1' (12) 5 r I I' ' / 1--- (12) 05 1 1 R i �i Tigard I 13 „ IS `(14) 05 Triangle I 1'-8' (14) S —_ 0 5 I \\--SEE NOTE •14 l I ! , ` I 18 ! I I , ' 9 . gam. :`, Commons - 0 (14) 5 1? 1 ,�•(!4) 5 014) 5 (14) 5 (10) '5 ; —* ; Parking Garage } { l vPP -014) 5 4 . 16' oz. I (14) S I I d l I 14) 5 I, R I SR Ill' t SR ` - - - - - - — 68gardnOlDegcm�l Dartmouth I - 112) 5 I (12) w> - - Z - I -- ---- - --- II - - - - -} -- (14) 5 - - --- - - { - - - - - ` I I 1� I �� _ OA A (3) •b • 6' or. CENTERED -- I E, ' 0 I I I f-04 • 16' oz. STEEL MAT 9 { -(S) 45 \� ON GOLUI`1N AT ALL A, I q3 , I I I THROUGHOUT. SEE PLAN ' I I � GRIDLINE5. SEE PLAN NOTES I rr�• \ 03 1 Ml. • I NOTES 49 141, I r { I -- i 4 • Ib o,c. •4x8'-0' i � { ' ' I • Ib' OG. - -i-�-a ; { Sheet Title- I 1 I � �-I +-i I ' I ' T O SLAB I 60 DAY I ;-1 ry Upper Level I I 1 AT GRID 3 I I POURSTRIP { EL 324.3' I ' l , Slab Plan N { I I r8' P/T FLAT PLATE -- ( I I I I 12 THICKENED SLAB i� 1 (F'c 5000P5U I\ , { ^ III I AT PERIMETER TYP. qq CC I I I I I I \ I?'-0" z RE(�IJIRE t7 I I I { I ® � I I' I I 8 ail { ,SIS T:4NC` 0 (12) 05 _112) 5 ' _02) '5 -- B SIR / _ - --rte- - - - - - SR I - - - - - R , - - - - - SR fi2- I F} i ' i'-0' I � 1'-0' ' 1''m � �,1'-0' tI �'-0' '_ �'-0� 1'-0' I �'-0' -•� �-m'i � �CTYPP (TYP.) (TYPJ (TYP-) (TYP.) r (TYP.) (TYP.) (TYP.) (TYP. , �•4 • Ib' Oc. I Ok tram I� 1I I I g;,;Aaai 'l8) 5 -C1®) 'S /!67 45 - lie) 5 (!6)5 !167 '5 Ctm) •5 i _ • 9I T ' ' ' I (15) 45 ' (8)45 a0 ' 18) '5 115)5 (8)03 (8) 4S - -- ---------- ------------------ - ----- -------------------------- 1 -1 I � I I I L--.---------- - ----------.-------_..---___-"--__-_- - --_--.-------.-------— _---_-.__--- --- -------.------ ___ - i I I I I I �j W,Ati ��.=�1CIATE INC.. 2005: KL 'NESE "aA9N101 ARF THE PROPERT-f OF OC3ATtS. -NC., AND APPE Nty ..'• e. :.....,. ..; WANN'ti A+SCF AFGHAN ASSOCIATES. 1TE mfR ,S RF USED OR Rf ASSOCIAD N ANY MANNER 'xCEPT KITH THE P1l1011 tRIT1EN �(pyt5 i". 1 UPPER. LEVEL SLAB PLAN Date. OG130/06 I19CALE, tom^ . r-e" Dia�� l by: Checked by: Plt71lTII NA s,EMO RJA Job Number. _ A05224.02 • slut �t� c'� 2C,o � C � a 7 Bid Set - June 2006 `pyy us -roA* •v'J, -.... .. .-.. :-......:-,..- ._ .-_......._.+,. —,._- ...T._.- -•_. _. _.._-----•-•-._-_ .. .—. _ _.._.....__. .—__._.,.___._----_—.www- ----....-._._... _..._.-..r..--- "-.--- -.-_ ____ __ Iw . 4fY:NIpl} - �� yy.. y, i tfR till til H I Itll Itt 1111 IIII Uq IHI IIU IIH Klt?Ii1 IIH Ilrl 1111 trle 1111 IIH till lui 1111 'III II11 HIIItIII IIII HII NIIIII I ;u!llnli ua�amr rrn t i INII I I I R 1 1 1 1 ( I I I >� I I I I f l l 1 III I1 E2 I? It 10 1 1 I� i !t� 3 $I 5 26 27 28 2 319 r. mow. .vR a - ' - �q a r- ,u.rs...,m ,.....,. :.. ..,.;rv- .u,:_...:._......i..- ._.. _ 6aa4.r.3:rouu..•sm..�.n,.., ., .._.._:. ._'...._.,.. .- .'.._...._.ws.r,aa .. ._--- ,. ,.:.-,•,;y,-,;,,i,' _ .ran - awl_...,a. ...�_....:._____ -.. __._ _ _-._._.r.e_ _ ,..yam--......._.---.-_ x_._. .._._.. _ _..._... -.,.,. .-_ ._... - __ .. ._.. _ __.. _ - _ _.____....---._— ___,.....-.-..... ..,.., ._--.0. 1.,_..-,.r.- .,. n q � f y J y �:nv i Vl i P/T SLAB PLAN NOTES: L INDICATES LIVE END OF P/T MRDREN DESIGN GROUP, P.C. TENDON. TENDON SHALL BE ~— STRESSED AND ANCHORED AT AkCHITECTURE • SPACE 11I.ANN1Nt: THIS END. SSE DETAILS ON 55.2. 7650 S.W. Beveland,Suite 120 LIVE END AND DEAD END LOCATIONS MAY BE SWITCHED AT Tigard,Oregon 97223-8692 CONTRACTORS DISCRETION. (503) 244-0552 INDICATES DEAD END C' P/T TEN3 ✓ C� � ANGDHOR END ON. THIS (SEE � n2 ;TAILS ON c�--�--� ANCHOR AT A CONSTRUCTiC' A I"(`IAN`IAN ASSOCIATES INC. 3. INDICATES DEAD END 7F PIT H 3'-?)' 5'-6' I I JOINT IN THE SLAB. JINSULTINU ENC41NEERS I I I I ' 4 ' 866'i 5A TARNS St.SUTt 700 T'GARD.OREGON 91221 ' I I 2 4. INDICATES TENDO G HEIGHT M. I OIM, i ~ \v/� T�P' I I X,: ABOVE SLAB SOFFIT. UNLESS coal AN o •..2620 5539 / I -- 0 NOTED OTHERWISE O THE AA oR No :.osaxo. I----------------------------------- __ 1 _..44-4 4"x• -•4444 444•--4- ..: -. - - tII - -T--'---------------4444-- - \-- ,- _-_--..L1 _- - --- --- 6 b.-- - - VRAW (NGS, 1HE FO LOWIN G TS SHALL USED- - - - -V i -------------------------------------- - --�---------------------------- - - -----------4444--------- ------------ ---- ---- - /- - _-- [ ASSUMED AT ALL LIVE AND DEAD ENDS: x=MID DEPTH FRCJ� T Y OF SLAB SECTIO. I LINE A" ALL COLUMN GRIDLINES: X■b.'15' U.N.O. 0 5' 5' I 3' I 3' Pe*. 142K 3' i 3 3' , 3' 3' 3' Per. 14.0K 5' i I 5' AT MID-SPAN OF ALL BAYS: X■125 U.N.O. I tqLurwruR� I NOTE THAT WHEN x' IS LISTED, ALL PARALLEL AND ��F�FA�F b i ADJACENT TENDONS IN THAT DIRECTION SHALL I M I HAVE THE SAME HEIGHT. IN THE THICKENED ��' 10 I0 4/ i 1 - - - g5•_ _9-5 '1 95 ; , �+' � ',, - - —-- --- _ I - --- - , I -_ P.ERIMETER STRIPS (GRIDS 1, 8, A, H, ET C.), X' IS TE DIMENSION ABOVE PERIMETER STRIP SOFFT. - 95 95 13' 6' L4J - - ------------ aR¢ ____-__ 5, MAIN BANDED TENDONS ARE INC)— .,TED IN T';E K DRAWINGS AS RUNNING NORTH50Ir H. e, PROVIDE • ((4) TENDONS MAXIMUM) PER BUNDLE AND PLACE ENTIRE BUNDLE IN A WIDT4 OF 3'-6' (MAXIMUM), CENTERED ON COLUMN GRIDLINE. DO NOT SPACE EXjW8j 12/3'/07 i-Pe�, Qm2Q1dC I Per, 402.OK I I BUNDLES CLOSER THAN 4' CLEAR OF EAC(+ (TOTAL) (TOTAL) 1 i OTHER. PROVIDE TENDO SUPPORT BARS OR -- I CHAIRS AS NEGE58ARY TO MAINTAIN P/T PROFILE I 60 DAY � ,i I I DURING CONCRETE PLACEMENT, BUT NOT MORE 6 I 13. Ps*• ■ 14.OK I I POLIRSTRIP Ptsr. 14.0K I 3 1 ! THAN 4'-0' O.C. 1 I I /^ 6. DISTRIBUTED TENDONS ARE INDICATED IN THE k. I 4, I 3' v DRAWINGS AS RUNNING EAST/WEST. PROVIDE (2) I TENDONS (MAXIMUM) PER BUNDLE AND PLACE I BI.INDLES AT 4'-0' O.G. (MAXIMUM SPACING). I I ! 3 ! 1. PROVIDE A MINIMUM OF (2) CONTINUOUS TENDONS y^ Tn i I 1, -b /� 5�71 P EACH WAY DIRECTLY OVER ALL COLUMNS, AND (2) CONTINUOUS TENDONS ALONG ALL SLAB EDGES. - - 4444- - - - -- - - - - - -I - - 4444 -- - - - - - - - - - - - - -� - - - - --95 � 8. PIT SLAB DESIGN IS BASED ON A FINAL EFFECTIVE F I I I (AFTER LOSSES) TENSION OF 26.Sk PER TENDON. " I _ _ _ �-_ _ _ - _ _ _ ._— PT SUPPLIER SHALL PROVIDE TENDONS IN ORDER L — — ——'--— — — — — `J — '_.J J I i i I TO PROVIDE A MINIr",.1"1 OF 110 PSI FINAL • v I r i i EFFECTIVE TENDON 57RE55 IN EVERY BAY. !; 4' I 4' .I '. SEE SHEET 952 FOR TYPICAL POST-TENS ION(D ' 4' ' I 4' 4' 4' 4 4� 4 6� 16 4 4' SLAB DrTAIL5. 0\l,ner: 4 i I i i I 10. REFER. TO STRUCTURAL GENERAL NOTES ON 51.O i I I 1 I AND PROJECT SPECIFICATIONS FOR ALL I Pao i#'is NAT I I ADDITIONAL INFORMATION. Pj' r i ---------------------•- -- -- - ------- - --- "" -- ----- __. - - - -- - - - - - 1 1 1 _ --_ 95' - it. THE CONTRACTOR 15 RESPONSIBLE FOR ope t eS fes, - COORDINATION OF ALL DIMENSIONS. REFER TO -- --------------4444-- III I I I 5 OTHER ASSOCIATED PROJECT DRAWINGS (ARCH., n p, t MECN., ELECT., ETC.)FOR EXACT D!MEN510NS AND PEFF, = 14,0K PARAPET Per. 140K i \ ELEVATIONS. CONTRACT,'Q TO NOTIFY AAI OF 4' — I ( BEAM I DIMENSIONAL DISCREPI l-3. It I ' 1 3' i h� s ` 12. REINFORCING STEEL RUNNING NORTH/SOUTH 6600 SW 105th Ave.,Suite 175 (PARALLEL TO THE BANDED TENDONS) SHALL BE Beaverton,Oregon 97008 I 4 P I Ka' \ _ACED IN THE OUTER LAYER AT I' CLEAR SEE I /-,"I) TENDONS. THESE BANDED '9 , I ;4• I TENDONS SHALL HAVE A �' 4-1 1 �• , ,,.��• DETAILS ON 552. TEMPORARILY LEAVE OUT BARS ! a` WHICH INTERFERE WITH T4E CORRECT TENDON PROFILE SET FROM THE RAMP I I cry _ . I i PLACEMENT. PLACE THESE BARS LAST AND i SLAB SOFFIT AT 2'-0' EAST OF I PROVIDE ADDITIONAL SPLIC=3 AS REQUIRED TO ' CONSTRUCTION _ - - GRID 3. (APPROX. 3� LOWER) I - - -CONSTRUCTION _ _. _- -. _ , \``` PROVIDE CONTINUITY FOR INTERRUPTED REBAR JOINT 4� JOINT I i I , , 'lam ' PLACED TO ENSU) T TE GDDNSOLIDATION OF CONCRETE, AND TO MINIMIZE RISK OF 5PALLING. Project: ` 0 (8) TENDONS I I i 13. TENDONS SHALL BE PLACED WITH A SMOOTH -------------- -__--------4 44--_ 1 95' PARABOLIC DRAPE AS "ER DETAILS ON 552 Tigard - - 4 h - --- - - - - - 11 -- I 444-- ----- 14. TENDONS SHALL NOT BE STRESSED UNTIL D I i I I I I CONCRETE COMPRESSIVE STRENG71-i ATTAINS Triangle y 3500 PSI OR IS 4 DAYS CURED, WHICHEVER IS II I _ 4, 4, 4, 4' 4' I 4' 4' I 4' I '' I LONGER. Commons I I i I 4' 6 5. TENDONS SHALL BE STF2E5°ED IN THE FOLLOWING 4 4' 3 I MANNER: PC�. i•king Garage A. STRESS HALF OF THE BANDED TENDONS ' I (ALTERNATE BUNDLES) 68th and Dartmouth I7t ' ' TPa Y 'y r B. STRESS HALF OF THE DISTRIBUTED TENDONS i lga;d,Oregon i C. STRESS THE REMAINING BANDED TENDONS. VaFar (ALTERNATE) _ D. STRESS THE REMAINING DISTRIBUTED TENDONS. 5}�ac,,,[°v� I'1 r +y,'h•r• r'v sv a t�'� 1 i a" e i'� 'S' ,�� ` f tisk+yANffnk{ixy� wr Ft;� . ',As`4'1 •b.IP`e ,r4 �5. ' — — — — ---— — — ---— — — —--— — — — --" aO —I— I 'r I I I Ib SEE THE PREVIOUS SHEET FOR SLAB DIMENSIONS, ' ' I DETAIL CUTS AND SLAB REINFORCING LAYOUT. }• M1 " } ` .wM1i k,�t,:.d ,At}y, .t�}�'r.� �• r Y i1' uA s 2;` x4t`�y{'F w �"� r ��+ (?� � � �, � '�1 '} ' I I I i Pw. ■ 200 LINEAR FEET OF EPDXY INJECTION FOR ALL � I I I•dam i ` n. CONTRACTOR TO PROVIDE AN ALLOWANCE GF 141DK st � I I CRACKS WIDER THAN 0.5mm. EPDXY INJECTIONS Sheet Title: _ y y. ti,r, •4 r I I -�• I I rk k r 's f SHALL BE GODUC.TED 2i DAYS AFTER POUR - I I i I t STRIP 15 CAST. Upper Leve l ! � DO NOT DRILL OR ANCHOR INTO SLAB FOR ANY Plan 13'_6' I I P/T REASON WITHOUT FIRST USING A NON-DESTRUCTIVE -h0 DAY i I METHOD TO LOCATE AND AVOID Do4"A6E TO P/T R i I I POURSTRIP i i ` TENDONS AND REINFORCING STEEL. I Per. 4m2mIC I Pe*. 402.OK I Per. 321bK I I I �Pelr. 160 \ 15'—C)"a", I m�K (TOTAL)I IbK i Per. 4m20K I /� Plsr. ■ 402-OK (TOTAL) �(TOTAL) fl'OTAL) i f�E(1UIRE d j .... (TOTAL) (TOTAL) Cr I DIS TANCE f" 4 I I I — —44444444--------J - - 4444 - I, - - 4444-- - -- - -.-_ —_._ - - - + - - - - - 951 _95 b. I i i I I I ' ' PRrP. 141AK i t4 LU , 3' 3' 3, Gi I 3, 3' I 3% 3' 3 l ' -� I I ' Rei Islon I I I � I -- ----- 4444444-- -II ---------------------4444--_ --4444--------------- - --------44 - ---1-------------------------•- - b. 5� - -----b---, •' opt - , , , (2) ADDITIONAL P/T TENDONS ALONPs EDGE OF SLAB AT DiSTR115UTED DIRECTION O;VVLT- k «r , (GRIDS A AND N) ■ Ie' •.., d• - _ .. .. ...... ..:„ .,,.. ., .� .,'ad +RlP�Nr'R,..:"I�EiEitiC?Jffi C,%`','A [Si]W.ti RIGHTS RE SE RVEG� _ . . - ATCNAN ASSCy:u't5 INC., 7009, All k THESE DRAWINGS ARE THE PROPERTY pr • r-., ,. . ,.. ....... :. _ .-.:.... .. - ..., re.. .-. ... ... -. ... _ - AFGHAN SA T NODU :Y REPRODUCED IN AN THE PRIOR N MANNER, E ANPERMION C 1'-,N ASSOCIATES, ' INC. 1 UPPER LEVEL P/T FLAN Date 6/3O/06 � — Drawn by: Checked by: &GALE. 1/6" ^! � NWS/EMU RJA momi. Jab Number: A05224.02 - Sheet Bid Bet - .dune 2006 S2.3 low N ' II Ili VIII(III illi ti! III Illi ItIII !'I Iltl III it r r (III 11 III!IIII IIIIIIiI It tIIIt111H1�111I 111111 �wll � I I i l 1 YII C�1 1�1! I� i4 l la 14 Is I�0 do > 1 12 1t330x 2C :iO V fI' f '�I 1 I� , II , " , v s 'S : 4 W F,"5:':'.,R, ,o •' ,,' °' drM:k�+' f�t IY• d b "+�`MR' ', - t. �e v°:; '".aJ i' }' ; i -.....-s. er._.a. ae'.,._ •-. .-- _ ell■�.t.-uf`_s_._e- , k._',.. a a N Y F J I ' I' 1 J ' bMtl1v6�M+ueNwrw,4.•w✓.•..•..:.w-.r,w.ua,l.u.:,.,-...-+..i,+..i.._....:.a.iu.v:.,..........,N.N«w.a.."._.:._♦..ur..uti.v_._.-..r,.::.,a.n,.-wr,. :r..:..... Air'w.r 'J'.:nur..u.w-+.,..rx.,�avL...x...uuvw+L`.Y.a wNW,+Y'..Mvw,.x...W.♦.w,..-W..+10x_arw..:.."+,,.,r.,u.✓.,..'s..��i.:Li::+:i :'-ti-=+"..aMYWWYCai1+NW-•»--•n'WW,6W.Y,A..,::u".. __-'yKY4fi.W--1,JWty.«.... .u.",......."x._+w,w.W.N.a•.w+uw.r..,,.wa4J u.-,ra+.ws n..r ..-w c. -I. . . ♦ .y _ .• ......,,..-.rwuuwi...u.rr.r«,.ifr,l«cWw.-W iJAa.n'l.,Yro+,rwYllW+tl.V.{•wT Ar1l�•.°a.,,h�'• ' ��W -_.. ...v,:v...... .. .....-....' - - •'+s-ee.a ai(♦ ',w....s.ref..+W -._. .s.......x....,._.-....ru.-n ...N.ww.w.._..«.,...n.. .N.0 1 1- 8' P/T SLAB. 1 4' 1 - --- -- "3 •C7 TIES - MILDREN DESIGN GROUP,P.C. y 4' TYP. • TOP a BOT. ALTERNATE DIRECTION O � � AARCHITECTURESPACE PLANNING W 11 OF COLI IMN OF HOOK 7650 S,W. Bt%eland,Suite 120 r � 3 4 • Ib1xl6' OR Ib'xt4' r- --- - Tigard,Oregon 97223-8692 -_-____-- -- (503)244-0552 CONCRETE: COLUMN .� C Tl P, _6 , 9AWCUT CONTROL JOINT TO 1/a OF THE SLAB DEPTH N _ __ ,`• C I/8" RADIUS (TOOLED EDGE) ° LL; i 1 a - :1 W 4 1 1/1' I 6,05. AFGHAN ASSOCIATES INC. 2 1/1x3/4 ',EY 2' 2„ 04x4'-O' BAR • .'4' O.C, a U� TYP. AN FOR REINF. �' ° _ ---- 'i �- O -_ __ _ CC��9UL'C1tiG ENGINEERS PL \ UUU °^ 61060 sw VARNS S' S�- --0 �i . +oo natio.OREcoa ortu 1110F* 21 3/4' CHAMFER Gua,azo ac Fax ezo-as�6 - Q W 0 (2) '3 6' 6' BARS AT EA. 3'-6' LAP (TYP.) COLUMN W/ (10) AAa , ,oazzaoa • • • a ° - W ° - • J rr W '� n '8 VERTICALS w p OF THE (4) SIDES OF THE a . ... �I A • * . . n COLUMN WHERE SHOWN nt7 10� t _ - n ok off_ ON PLAN WITH AT (* J I/2' ISOLATION JOINT W/ •3©TIES - c�70o p�lov Voo <]ov' Oov %Juv QooU�JoQ., 0ugCa4ov, t\j{1oo ��Qoc� ., �.pQoUUoc a��G - ��0 ,� �,p a v� MAT FTG. �l ! _ t' / �p �, �}- 8 .- „ .•u- v ��s v u o�• , , p ---'-3'v C�4Do„C\Qoo c� ��_m• 1 � �PRE-MOLDED JOINT FILLER % ALTERNATE DIRECTION - ---- _ 3or L,o o Q oBG, c o�.;l oaa pd�, c�Ga oc70 ooa o�lo - oc.cdun�,cadov�,c\4ovpgdo 8 REINF. -; GlvOoOQ 000 00 ° 0 h a n (�� Q" y „ v lay. o �".-• II •�--------{II OF NOOK. "111=`_`116!-) � 111 7I (i �} 1 I':��I1,f=Jul21 - w Y.,1 ;L-_- _ , 1II�--!I!--IfI "�,III-, .i ("= 1= 1;=III-=;1LIIIi :iII+II1� _ �� _ - -- µv TU - I I I ___.•III~ �� GOPtPAGTED GROVEL. 'D' 2 m,- I -� --- •� 4t VAPOR 5ARRIER OVER STRUCTURAL FILL OR ROCK - �Y • - ---� U PRac�C 5UE3GRADE AS PER GEOTEGH'S /, �� -• �, 2' SAND BASE b' OF FFcEE-DRAINING 1 t7 "�.�l rY �' f, v RE-COMMENDATIONS S G► N! �GOMPAGTED GRAVEL, CRUSHED ROCK 6 15 70 � STRUCTURAL FILL OR ROCK / - 3UBGRADE A5 PER GEOTEGH'S --`W -- y NOTE: on - b OF FREE-DRAINING ,) ii SEE PLAN FOR SIZE CRUSHED ROCK RECOMMENDATIONS VAPOR BARRIER OVER-' '^ \� \'� a ORIENTATION OF �) / yyy� ✓l FOOTING SEE PLAN AND COLUMN. �- 2' SAND BASE SEE GEOTECH REPORT /\ CC� / SCHEDULE FOR SIZE AND COLUMN W� (8) FOR SUITABLE BEARING \ / � REIIv�ORCING• 48 VERTICALS MATERIAL EXPIRES: 1Z/31/07 JOINT ? TYPICAL CONSTRUCTION JOINT 3 TYPICAL STEP IN FOOTING DETAIL 4 COLUMN/FOOTING DETAIL 5 COLUMN SECTIONS - _ ?`YPiCAL CONTROL I � SCALE: 3/e" , !'-0" 2245m1m5 rrlo 55.1 4'�lipl EMO SCALE: I" ■ 1'-IJd" 55,1 224�Sm1m2 EMO :':r:Al.E: !" • 2:45m1o3 EMO SCALE: 1/1" • I'-fa' 55.1 2245p1m4 erlo 55.1 SCALE: 1" • !'-m i HOLD F MtVERTICAL JOINT At '2) 04 CONY. BACKUP - --- END OF RAP TRANSITION BEAM ANCHOR t OF END BARS SEHIND AND THRU 6' PARAPET WALL. / ANCI-!OR -6' CONCRETE PARAPET t OF DEADEND �- FOR TEIN :�1-E PLAN - P/T SLAB. SEE WALL W/ •4 • 12' O.G. EA- FOR 2EINF. a 8/85.1 � 6' PAR.-,PET WALL 8 P.T. SLAB I it �� ANCHOR .9 WAY (HCDK BARS �� 3' 2' % PLAN FOR RF_INF. 3' (2) LAYERS OF 30' BUILDING FELT AT - / - II `, �n P/T SLAB DOWN At EA. END 1=0Fc ADDITIONAL INFO. \ EA. SIDE OF 1/4'-50 PSI OF ISOLATION TOP OF PILASTER \ ;p 4' RAMP S.OG. - J ��MIPj BOFv12D MATERIAL. SEAL EXPOSED BEYOND \ I Owner: iq t -8' G'•PJ PARAPET WHERE U � ENDS W! 1,'2' OF SEMI-R1CstD EPDXY. � - � 0C UP.,S. SEE GENERAL ° - a' \ ; a " �,-QON5TRu Pacific NW NOTES ON 51.0 FOR REINF. oo 1100 GONSTRuGTION JOINT J 1 • �' \1 `'I N a • / /-(2) •8 CONT. AT TVP. EXTERIOR GRADE W I"I-opel-t les EX SITERI SLAB. '� 1 -•4 •16' O.C. 18' n J d) lk w DO NOT SPLICE. SEE CIVIL / 4' S.O.G. SEE PLAN (2) '3 ��' + 16) '4 J a lm j DRAWINGS. FOR RE { '4 • 10' O.G. CONT. PLACE THE Q SHEAR TIE • 3'-0' O.C. - 1 -F-__ X BARS • b' O.C. AT / ! • I 1 jl PILASTER BEYOND-� SEE 1/553 FOR i-3�?• 6' O.G. (START 5ACKFILL UNDER EA. ANCHOR 4' RAMP S.G G. ADDITIONAL INFO. -' ' _a // RAMP J� 1 1/2' 3_m W ANGLE LENGTH TO c. j AT 2' FROM�cf10E OF W TEMP BRACING BY ----- " e F / SHEAR TIE • 3'-0' MAX. SEE �., 04 3'-m'(-• 16' O.G. i PILASTEQ .-T EA. 6600 SW 105th Ave.,Suite 175 ---- CONTRACTOR GL MATCH HAUNCH __ 9 ,� •� '-- -------- (/893 FOR ADDITIONAL INFO. � � AND (4) '4 CGNT. END) -, (� , g' � BEND OUT ANGLE LEG TO � (IN SLAB) TEMP t�RAG1NG BY o ,�\a` r' LENGTH - S . i Beaverton,Oregon 9r 008 � I/2 v-GROOVE. MATCH SLAB SLOPE. ANGLE CONTRACTOR. 4', ' '4 -7e' ' 3'-0' ' ^ oc�`(too• I:I SLOPE (TYP.) -a / FILL W/ SEMI-RIGID LENGTH TO MATCH WALL i •4e�-• 16' O.C. - - - - �, (� • 16' O.G. AND / HAUNCH LENGTH - 8'. i e a - • / EPDXY , s 4 • 10 O.G. / / 8' AND (4) 4 CONT. , 00 90 04' (4J'4 CONT. / l2) '8 ..OMT. A7 BOT. �o va'�'v.•, W / AND (b) 04 CONT. W / I j , DO NOT SPLICE. / G-R SIDE W ALL. 4' S.OG. , / CLR I / WALL HAUNCH 1'-0' w (EXTEND 8' PAST RAMP END WALL ,' I a J� �' a / 4' $ - I NOTE: BE.4MN 5 E PLAN GRIDLINES D E) t SEE 1/5" FOC: ALL ,` 4' 8' SEE 9/55.1 FOR REINF. Pro�eCr. ADDITiOr14_ INFO. FOR EXTLNT. NOTE; _ A • � '� .v�+o •: n l:l SLOPE (TYP.) }' I ' • .� .,moo ry,moo'�•��o PROVIDE THIS DETAIL WHEN EXTERIOR GRADE -I 1:1 SLOPE (TYP.) ! NOIFTigard Ig I'-0' OR LESS FROM TOP OF GARAGE S.OG. a ' t NOOK ALL WALL BARS AT WHEN EXTERIOR IS MORE THAN 1'-0' BELOW 1:1 SLOPE (TYP.) --SEE PLAN FOR I !R` � `'?=E PLAN FOR GARAGE BOG., REFER TO 13/952. SIZE 4 REINF. SEE '1/55.1 FOR ° a GLR I:I SLOPE (TYP.) 512E d REINF. o -- �i PILASTER ON GRID 6 AND !CASTER PROVIDE MATCHING CORNER Triangle RE1NF BEYOND BARS A' Q..MP ENDWALL. TNICKENEC� BLAB 6 EDGE � RAMP END WALL SECTION 8 SLAB AT RAMP END WALL g RAMP SIDE WALL 5ECT10�� ID SLAB AT RAMP SIDE WALL Comrnon5 - 6 ' SCALE: 3/8" • "-m" 2246®109 EMO SCALE: I I/1" • 1'-0" 55.1 224!SDIm9 EMO SCALE: 3/8" I'-0" K10-1 2245®11C E"'O SCALE: ! I�" ,'-m" Parking Gat-age 55.1 22460106 EM SCALE: I" . 1'-m" 55.) 224DOW1 EMO 55.1 68th and Dartmouth Tigard,Oregon 8' P/T SLAB , 4' TYF. • TOP t BOT. Lu OF COLUMN . Sheet Title: � ,x �,W«v6rnt• Ort,a�-ra:,w'.�t��Aulwo�,fu*r�,.�•�.i., a,. -r..�. . ...,,:s. .: � � 16 x16 CONCRETE � t V • t ' ' W -- COLUMNFoun a ion w Q a 5 Details teti'Pl�-:, Rd CN F7,�k'",Y'.,; W1fi�;,,�{•i§gyypp uF.°A"tiii4:7.dF.ne f'•:•.-7 � � �1r2� 8" CMU PARAPET WHERE LL' l� OCCURS, SEE GENERAL � r � 13 v NOTES OR 51.0 FOR REINF. W F -a4 3, oy.�- • Ib' O.C. j 4 r4' S.OG. THICKEN AROUND 4' A.OG. SEE ("LAN a COLUMN AND AT RETAINING fi WALL. in FOR REINF. W p �- F--------- -------- -" -------------------4 -- "----- ---- -- 1 - - ADDITIONAL 03 TIES • Ib O.C. `i----------------- j' WALL WALL WALL L `' �� I AROUND COLUMN VERTICALS • Ib' O.C. 'D C. 'D' 1----•---- - � � G�� X • Hln•x. R'-b' b'-s' a - - -_6. Q U(] 1.1 SLOPE `� lTl'P.) TOE r-6' r-a' r-r e' � e I COLUMN QEBAR. Ib @ P=TAIN!NG WALL SEE 5/55.1 RAMP WALL. SEE -END OF RAMP WALL - ~ SEE 13/85.1 Revisions: 11 � -' 8 . -*30ti -SIDE MEL 4'-2' 2''�' 1,_2. > 4' 1/85.1 FOR RE:NF. AT GRID b t- r 12 Or,.- / W SAG P / Q Q �Q / REBAR di di DIEM I� 16' P-4 r-s' r-o' d e '\ A t e l 4 • 1b O.C. !OIL BIDE •9'OG. 66+ 10'OG %•12'OMC. '14•12'o.G. 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CON ------ FOOTING REBAR RIGHTS RE SE RVFD� AFGHAN ASSOCIATES, iNC, AHD ARE AT TOP BOT. / - TPE"SE DRAW:NGS ARE THE PROKRTY OF r -r /1 / SEE GEOTEGH REPORT - NOT To BE USED DR REHE PROM MANN W! TOE 10' HEEL BOTYOM CF FOOTING 81HALL BE FC)1R SUITABLE BEARING - BELOW A III WITH LOWEST SITE MANNER, exc£vT WITH THE PIaoR MRItT�N MATERIAL CEItMI5510N Gr AFGHAN 5900AiE3, INC. 06.130/m R C�ftADE BE .,, . . .., .� Date ; MP PILASTERS AT RAMP WALL 13 EXTERIOR RETAINING WALL SECTION 14 EXTERIOR COLUMN DETAIL. 15 COLUMN AT RETAINING WALL II CJL.�+� AT 11 - _ - Drawn b�: Checked by: .Y... „ • I,_,Qu SCALE: 3/8" I'-O" j l 22~114 51140 SCALE: 3/8" 1'-m" � 551 2248011E EMO LI omi CLr SCALE: 1' I'•0'' RJA w c 55; »4>��° M..Ah.Ea t INQ" • 1•• °.15.1 �44�q�o �IR,/IO9,C�.c SCALE. 1 35.1 2246011!IIl1'10 .. r . .lob Number• A0522,.02 ' Sh C , f . . 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BANDED TENDONS. - � • SEE FLAN r-OR SPACING. ' MILDREN DESIGN GRO BANDED TENDONS. � SEE PLAN FOR ANCHITEC''IUkF• SPACE PI. I 5PACING. 7650 S.W. Beveland,Suit DISTRIBUTED TENDONS. -THIC.KENED PEia!METER Tigard,Oregon 97223-8 — --_ s SEE PLAN FOP i I STRIP -- _- (5031244-0552 NOTE I I SPACINCs. - --- - --- - ------------- =_ ___= I ====1 --- ----------------- • 03 HAIR PIN 'N BANDEC DIRECTION - OF SUPPORT PLACE SLAB REBAR TO ENSURE P/T 1 - . � OF SUPPORT C� OF SUPPORT I ------____ --- - -� - --- -- ------------- I i - -- -------------------- � PLUS !.. HO c ..�! TENDONS PROFILES ARE MET. WA�ERE --r"" -------------- EQUAL. 70 NUMBER OF ANCHORS `-, -___'-"•---- D H<.IRPIN 3 CLEAR CONFLICT Oc:CURS AT MID-SPAN I I _ ) L ---------------------- --- ---- - ------------ - - - --- - -- -- - -- - - - - - - - ---- - - GRID of ANCHOR BOTTOMS OR SUPPORT TOPS, PLACE -- I I REBAR AT INSIDE LAYEER OF TENDONS. 1 DISTRIBUTED TENDONS. -------------------- ---- - -- ---- --- ---- --------------- TOP REINFORCING -2 1/2" COVER AT ---- ------------------ --- I---- - --I ---- -------------------- 51E PLANS DEAD END PLACE (2) AT EDGE OF PERIMETER �- , 3' I SLAPS 1 (2) TNRU _ I - COLUMN ' _-- _-- I \ ANCHOR AFGHAN ASSOCIATES I ` r-BANDED TENDONS IN COLUMN BELOW MINIMUM OF (2) TENDONS- C • • • • 5050;w0N9Us CONSULTING`ENa Ro oaERGon THRU COLUMN EA. WAY \ '' 1, Ven 3' x: c.. ego 5550 ' I PARABOLIC DRAPE. BEE I -_==�___-------- === = - = - - -___=____ - GRID 1 INTERIOR COLUMN F ° `-:� 2 / TOP REBAR, SEE PLAN-\ - 3 PLAN FOR PROFILE. ______________ _ _ _ _ _ __-_-_--_-____ BELOW — — 1 _ _ (2) 04 CONT. U.,�h', A0521404 �,,,— (STAGGER L.APSJ -- - - -1:10 SWEEP I F • • • • -GROMMET .a -- - - ---- - ---- ------ (MAX.) ------ -- ----- --- - -- - - -- ---- --------------------- ------------- _ - --_ -- - s---- ac� • - --• • _ a • • --- ----------- --- - �- ---------- --- 5TRE551NG END ---- ---- .Q NON-SHRINK GROUT ONLY. F'L L i1J: I °17DISTRIBUTED TENDONS \ AFTER STRESSING DISTRIBUTED TENDONS IN J U o b ` PARABOLIC DRAPE. ° BOTTOM MAT OF SEE PLAN FOR ` GUTTING TENDONS. a u c T uq4 - I P.T. TENDON J (2) 04 CONT. �PR REINF. TO LAP At TYP. T1 P, I SPACING. I t�Q�E , �t fTYPi. MODIFY DRAPE �I RI IN 5 , BLAB EDGE BACK-UP BARS 5� C+1 M! _v/ AT INTERIOR SUPPORTS 1 G DL E5 EE TO BEINTNF INSIDE PLAN �_ t -g' I'-g' __�, -� — � —_ --- - BOTTOM REINFORCING � BEHIND ANCHOR '� 16 74 � SEE PLANS ' LAYER OF BANDED F,OL� •t•�-P I I I _g1,_g. (2) 04 TOP AND BOTTOM AT NOTE: SLEEVES, CONDUITS / o TENDONS. TANGENT POINT 1 TANGENT POINT I GRID �- --- NOTE: REiNF. NOT SHOWN BANDED TENDON 4 b” O.G. AND BLOCKOUTS SHALL NO ° a� LOW POINT TANGENT POINT LOW POINT FOR CLARITY. 5EE PLAN- NOTE: REiNF. NOT SHOWN EXTEND I'-6" BEYOND LAST BE PLACED WITHIN 2'-rv' OF �+y'ri0 cps► 1 GRID FOR CLARITY. BEE PLAN. ANCHOR EACI4 END A P/T ANCHOR qRD �►1►, 4L, ALV_ _ IL. Li (END SWAN) LI (INTERIOR SPAN) 2 BANDED TENDONS AT EXTERIOR COLUMN 3 BANDED TCNDONS A?' INTERIOR COLUMN 4 BANDED TENDON5 ANCHOR CONFINEMENT p Es: � i TO 77 ------- -- ------ -- X52 22450202 FMo - SCALE: 3/4" 1'-0' 55,2 22450203 EMO SCALE: 3/4" I'-0" J52 224!,0205 ETMCT SCALE: 11/1" 1 -0" T`-P. P/T SLAB SECTION GRID 1 BEE CHART BEL.G'w , 552 22450201 EMD SCALE: 3/8'' I'-�" / FOR TYP. REINFORCNGI SIRUGTURA;. BRICK PARAPET ' WHERE OCCURS. SEE GENERAL � I'-•' 03 HAIR PIN IN DISTRIBUTED - NOTES ON Si0 FOR RcINF. DIRECTION EQUAL TO NUMBER IST POUR 1 2ND POUR HOOK STEEL AT FAGS OF ArdC.HORS TIMES (2). HOLD I T OF OPENING. HAIRPIN 3' CLEAR OF ANCHOR PLA,E BANDED TENDONS ' T / \ WITHIN THIS STRIP CONS:RUCTION JOINT 1- SEE -- I EXTEND 50% OF TOP i,'1' V-GROOVE. FILL W/ `PLAN FOR LOCATIONS. / BARS TO MID-SPAN SEMI-RIGID EPDXY 21 I'-g' AND LAP 3'-0' I BANDED P/T TENDONS. SPLAY OUT 2 1/2 ' COVER AT DEAD --- D STRESSED•2ND DE('1C I _ 04x3'-0" AT TOP AND BOTTOM A5 REG'D BEFORE RUNNING THRU END ANC�40R TOP REBAR,� CONSTRUCTION JOINT. TOP REINFORCING 3' TOP MAT OF REINF. SEE NOTE: I. ALL OPENINGv NOT SHOWN ON SEE PLANS ` SEE PLAN OL r-BANDED P.T. TENDONS / PLAN FOR LAYOUT AT 04 • 16' O.C. TOP BARS 1 -TOP BARS- SEE PLAN. THE STRUCTURAL DOCUMENTS I I / COLUMNS AND BETWEEN I THAT ARE LARGER THAN \ COLUMN5. I'-0"xl'-Pr" SHALL BE TT C • • _ / TO tr- ° ° t] • -(2) •4 CONT. ° ° U /` - r�/ ' ��_ RE ORD DOR REVIEW'.ER OF - Owner: ►- - (STAGGER LAPS) -- ---- �� o y.L _� 2. ALL OPENINGS NOT SHOWN ON C o s GROMMET AT DISTRIfII'ED / I - F- V THE STRUCTURAL DOCUMENTS ~ II STRESbING END TENDONS BOTTOM REBAR, o e ' c '•� THAT ARE LARGER THAN 4'0 Pacific N e J ONL`. FILL W/ ? ° \ SEE PLAN 9 ' n SEE 5/55.1 FOR DETAIL NON-SH ILL GROUT ' AT DEAD END. BOTTOM BARS, SEE PLAN. OPENING Uli'1- REINFORCING REMARKS AND NEAR COLUMN (WITHIN propert ieS AFTER STRESSING I ROUGHENED I � - 4 � \� • E.C.1'-0SHALL VI SUBMITTED TO \ CUTTING TENT1ON5. CONSTRUCTION ° `t U �. 12" OR LESS , VOTE: COLUMN EDGES � (I) 4 TOP � BOT. EXTEND BARS I'-6' E.O.R. FOR REVIEW. P.T. TENDON \ • JOINT + n SHALL BE BEVELED GGNT. 2x4 KEYWAY �� a I UN_O. ON PLAN F AST OPENING `-l2) 4 DONT. SH CHIPPED DOWN TO aBOTTOM MAT OF DECK .,HAL NG BETWEEN GRIDS 3. CL ESR 5PACING BETWEEN _ U i E SHALL NOT BE REMOVED (1) 45 TOP t BO?. E.<TEND BARS 2 -0" OPEN",GS SHALL BE 2 TIr1E9 BACKUP BARS THICKENED SLAB ALIGN WITH SLAB •( UNTIL THE ENTIRE SLAB HAS i3" TO 315" UN.O. ON PLAN PAST OPENING T BOTTOM RE!NF BEHIND ANG AOR ° AT PERIMETER REINF. SEE PLAN HE LARGER OF THE SEE FLANS SOFFIT. SEE PLAN. �� BEEN STRESSED. NOTE: S-ELVES, CONDUrre GOLUM1.4 (2) 05 TOP ! BOT. EX END BARS 2'-b ADJACENT OPENINGS. I . '--SEE 6/551 FOR 31" OR LAMER U.N.C.(2) 04 TOP AND [BOTTOM AT AND BLOCKOUTS SHALL NOT COLUMN JOINT UON PLAN PAST OPENING Beaverton, rt 105th Ave.. Suite I BANDED TENDON • 6" O.0 Bc PLACED WITHIN 2'-0' OF �a C� • Ib' O.C. 1'-8' -8' 4. PROVIDE FULL-LENGTH Beaverton, Oregon 97004 EXTEND I'-6" BEYOND LAST A P.? ANCi-AOR AND (5) 5 CONT. ° a NOTE: AT PERIMETERS EIP, SEE ADDITIONAL BARS AT EA. AT BOTTOM I �/S51 FOR GON?INUOU5 REINI-, THRU SIDE OF OPENING FOR EA. ` ANCWOR. EACH END - NOTE: PIT TENDONS NOT CONSTRUCTION JONT. BAR NTERRUP D Y SHOWN FOR CI_AR!TY. OPENING. (MINIMUM OF (2) 04 DISTRIBUTED TENDONS ANL.1-IOR CONFINEMENT Io P/T SLAB AT COLUMN DETAIL � SECTION AT PERIMETER 8 P/T SLAB CONSTRUCTION ,.JOINT g SLAB OPENING DETAIL - ADja EN-g EE,EE,) 5 ------ - - -- SCALE: 3/4" 1'-0 22450209 EMO SCALE: 1;2" 1'-0" ; zz4efizmb Eh10 S✓ E' ! !�" 1'-�" 552 2245020*EMO SCALE: 3/4" . f'-0" CJ.52 2245®20, EMO SCALE I" I'-?�" � ;�fj.2 22150206 EMO 552 552 _ �- !' P.T. TENDON POUR STRIP TO BE CAST 6® DAYS AFTER GRID b' CONCRETE PARAPET Project: Ty-p P/T STRESSING. PROVIDE Irl' v-GROOVES WALL. SEE 9/55.1 • 3'-0' O.C. PERPENDICULAR TO Tigard I!2' V-GROOVE. �IL.L W/- DIRECTION OF POUR STRIP. FILL WITH / \ SEMI-RIGID EPDXY 21 __ POURSTRIP SEMI-RIGID EPDXY 21 DAYS AFTER POUR ( / (SEE PLAN) STRIP 15 C.aST. (3) "T BARS 4T TOP 1 Triangle Irt'Axb' TALL DECON STUD -03x1'-6" HAIR PINS \\ , AFTER POUR STRIP 19 I AT ENDS) (HOOK — W/1.58o HEAD (TYP.) • 6" O.C. WHERE OPENING GURvATURE 15 �, • I'-?r' MIN. \ -CONT. 2:24 KEYWAY '� I I HOOK D TOP A BOT. o m 171 o n S GREATER THAI'd 1:10 DISTRIBUTED TENDONS- �/ AT EA SIDE -1" FOR COLUMN (TYP.) STRAIGHT P/T SLAB. BEE PLAN I d) x ENDS. O NOT 11/2' GLR �3 1/2' / l`! FOR ELEVATION. u1 _Q ALL AROUND Parking Garage TMr. / '^ -1 1 � bt � 68th and Dartnun,th - ------- U „ - Q RAMP SLAB. SEE PLAN --�' , - 6 MAX. C �FOR ELE VaTIGN. Tigard,Oregon 3 !� , -- -- •4 D • 16' O.C. CONSTRUCTION JOINT. ROUGHENED-� �n - ,, I - .tE 5/55. FOR GETAIL (4) STT. At (RCP HEN SURFACE 1 _ JOINT. "4 • 12' O.C. AT \ SIDES OF PARAPET o•- I -SEE PLAN FOR TOP 4 BOT. BEAM 3 Ir ' AT DEAD END. BARS. FULLY LAP AT _ J -r-„ POUR STRIP. 0P OF HAUNCH- (TYP. BOTH SIDES) IN \ - PROVIDE TRIM BARS END AIL TE y ,p x I' AT--�` x-1/4' THICK x 1.25' WIDE A- OPENINGS, SEE ��` ° Nom?( TE: O T CLARITY,NOT START RAILS I W ?E SHOWV,IJ FOP CLARITY. FACE GF COLUMNS C DECON STUDRAIL (TYP.) 4'-0' MIN. DI_TAIL 9/55Z Sheet 'I'll.1E. •`, -I ATRAIGHT SHORE EDGES OF POUR v3 • 12' OC. at/ I > O 0) Inl STRIP UNTIL 3500 PSI OR 04 • 12' O-C, AT04 M 4 DAYS AFTER POUR SIDES KEEP SHORED UNTIL PARAPET Concrete C; C STRIP IS CAST. , , BEAM ATTAINS 35(50 PSI AND �� COLUMN BEYOND - pCTTO"1 OF TRANSITION BEAM P/T °:!_AFS 15 STRESSED �j is A AT GRID 3. I TO REMAIN CONSTANT. END Details _- OF BEAM AT HAUNCH JOINT, SEE 10 INTERIOR STUDRAIL DETAIL _ 11 P/T AT SLAB OPENING DETAIL _ _ 12 DETAIL AT CENTER POUR STRIP 13 SLAB TRANSITION AT RAMP 14 PAR,wi='ET BEAM SECTION 224mw!I 10 SCALE: 3/4" 1'-O" CJS 22460211 VIO SI:ALE: 1/4" • 1'-®" CaS� 22460212 VA10 SCALE: 3/4" 1'-0" �7✓.2 224502I3 V10 SCALE: 1/2 ' ■ 1'-0" 551 224 214 ECMO SCALE: Ii2" I'-0" --�-�— - ' ..__ - GRID I}— –r WALL HAUNCH —T- " -CONCRETE PARAPET AT RAf'1P. JOINT AT RAh1P SEAS BEAM I f 6' CONCRETE PARAPET. PROVIDE „ I IN LINE Wi RAMP SLAB JOINT AT Rev Is ions: (AD, I �ERTIGAL JOINT IN WALL pIRcCTLY ----r- 1,�! ' N.aUNCN (SEE 8/89.1) Mill „ TOP Bim- 4 4 n1C)7r 0514 +,• t, SEE PLAN 8' CONCRETE RETAINING I I b' GONC,RETE i i i WALLS BELOW ` � , r PARAPET WALL DEYOND �l� � yt . .s _--- ---ten- - r �.d 7'•C. -RAMP SIDES- I b' CONCRETE ION LOCATION OP SLOPE CHANGE –•p ! ' P/T SLAB 1 I. RAMP SIDE PARAPET WALL A e I • SEE PLAN FOR ELE�ATIUN 1 ( I f WALT BEYOND • a o - I TRANSITION 1 I I 1 I OP BARIII • 12 O.C. - W/ (�) •4 I,S'�NT. I/2' JOINT -�� BEAM r------ - - _ ( _ \ d II '' , � e • �__--y -"-•-' -8' RETAINING WALL r J e I RAMP SLAB I - 4 a CONCRETE- \� BELOW I I 8 I I I (2)LAYERS OF OW BU11!-011el FELT-J/ V8OT`TOM -- ap PARAPET ' !SARs LAP AT I � WALL / AT r)sA NIDE O¢ I!4 - 5m PSI WPePC*RT. SEE PLAN DISTRIBUTED _ --� \ - / ( �• 111 I - ! ISOLATION BO/1R(7 MATE141AL. a P/T TENDON!! --•�- •-------------•---• - - -•--- ------' 1 SEAL C!>r. 06ED ENDS W/ Irl' OF SEMI-RkiID EPDXY. I P ETAINING WALL. 1 BOTTOrt REDAR - 1 , GRID , ' SE! •j/S6.I � � � m SES PL.M! �� – - ------------�-------------- --–– -- AINC.. 9. ALL – - – —•� --�–�----_– AFGHAN ASSOCIATES I 100 RIGHIS ;r �' •� HAUNCH EXTENSIC.Ni PAeT WALL----- i I 'r I i ill, ii THESE RESERVED© ._ 1 END FOR FULL $UPPt7}�;T OF I I I I u 1 _ - – – __•. THESE OPA•INGS ARE rHE PROPER” Jv --- -------- ------- ------ ---------------- ----- i -- - GRID SLAB TRANSITION BEAM a' I --- ,.FG11AN ASSFX�ATE S, INC.. AND ARE NOT TO ----- - 1 1� MANNER,BE TT WITH�"4EPROR WR-TEN ' I I I 1 I I PERMSSION OF AFGHAN ASSOCIATES 'NL Date: 06/30/06 t pE,gR�y P.AD T$RF1iNATEs `+ 1l HEAV r LINE INDICATES NOTE, SEE DETAIL 13/59.2 FOR ALL RAMP END WALL HAUNCH BEAM FOR Drawn by: Checked by: AT RAGE CIS C.C2LUT'N6 AT GRID b. I4AUNC14 BELOW EXTENT OF P/T SLAB ADDITIONAL INFO. VOID BELOW- SLAB ABOVE• NWS/I>MO RJA TRAtI$ITION BEAi1 _ _ _ , _P/T SLA15 AT COLUMN DETAIL 17 CORNER DETAIL AT PARAPET L EA'1 1_ _ 18 SL�-AB TRANSITION AT RAMP Ig WALL CORNER ,JOINT DETAIL AU5224.02 �I,.,Q,D OYER WALL DETAIL I• -- /2' , -0" Joh Number: ' - - SCALE: 142" ■ 1'-m" 224WM L"O 8C-ALE: I I r Sheet �� O f �� j ,• � •f (�GALiEs i" 1'-0" C�� »•NOM!MQ SCALE! 3/4„ • t'-e" C � z746e1n!moo bGI1i.E: I I/1" • I'-O" J 2 224se►216!MU a—J + " s Bid Set - June 20016 S5.2 ..rr+rlwr�n+awrwa•••,w1..RF..ri�,wRRrIMIMMM,>fIM� �.,� ^r■e,rowv+w+a-uaaar,nnx,,ww.r,>w.., ,As■wIR#rb[Il• .w�'""r*�fu.R■.'pF' , i ..a.• ,.. .:;. ,;w,+n.,9,u:r.iA}1e.RW1+:^GsJukR'pcMvs-:+ti•,a. il1W F i I I I ' i I f I I I l I I 1 ( ' I I illi 1.11 n!lull ,1 II 11 11 lu1 I I lul 1i1�I1,11'Y!1'1� cm� ' 1. I!i,j fl n wslf�m lul Irlluur uu utl iul uu ul nil nu Int flnllu�lou ul',ul nl''�Iil I I �I,I I�u i u I� 1 � �a �a aib �e s� >ee xo :�a ox � ! I I ( I �, II cn Lu a nn n II 111 !un ul(nn I !�nl Ing lu:un G � IOre.l c■ :c 1 , - w.+._. or....r_.W,.--_. - n.mar._...,._...+m....—.._ o,.t._.,.--,y..-...e.sa..,..u►r ,..au.,r_ sr.,,,Ymx.. .y...,..duu.a,w:- L. u.-ww.._.ru,rw,r■`M. ..'--- - . ... ..- .a..:....,., .-.ro,. .. .,.- ,. .. . , h 1 f X11,`�'.• 4� t {id �..- ' .aavu.wr +mss.....•.-. .✓..._t ... s.r- ,,..rn.x,w.r"Iwr„r+Wn.wIYW-M.,br._- ._. _. _. - ... .-......_.._.__.. ._ ... r .a...x:_....xi awuw.w..yn_....urxa..-a::.✓.n...rit14.:W++a:.,+ip. .«.wL:.+x•.+..:.a._..+....,...J..w.u.a.,w+wu ....:_..,w..,u...'a•.su.:...xwr..wawse...:.,.,r..r..a..w-a.......• .:— ......r...w.w+...... .. \ Mf1U{tEN DESIGN GROUP, RC ,\R\-III,rECTURE - SPACE Pi A"'NIN V� ` T.O. SLAB nd, Suite THICKENED PERIMETER _ I \ 6 IVEL 33175': 7'agard,Oregon a97223- 20 869' STRUCTURAL BRICK u •D STRIP OF P/T SLAB - PARAPET WHERE (503)244--0552 — — - --- - -- - I T O SLAB \\ \ OCCURS I -IE 3/8x8 W/ (2) I/2'#x4' 1 '0 40STUDS- a TYP. AT _--_ , -- --.` V EL 33A 7S: • 4' O.C. (TYP.). EMBED SPACING I I ��y• -- — _ -- SHAI_L NOT EXCEED 3'-0' 1, TO C. WALL ENDS y' - Mw 30x pr BRICK PARAPET AT UPPER LEVEL �� - HSS5x5xU2 y��n' PARKING Ibxlw' CORNER I 4'-0' SQ. FOOTING- \� \� • \ 2' 2' ) BELOW /` COLUMN (TYP • I I � �,�r• �` AFGHAN ASSOCIATES INC. CON9ULTING ENGINEFM ° 4 4 I ( 9 i \ � ;•;, i ,a V '` u e I '� 09 \� \ 566-. ::- :4aµ6 ST S661E 700 TIGARD.OR6GDN,JT223 • A 4 T O SI.Ab ` L.5x3 TIE ANGLE I 8' SHEARWALL I - -___-_EL 33t/4': , y1ZyALX AAi JOB 40 A06224 C4 \� \ 031 6203030 F.a.6206679 4 , A 7 , � HBBbxbx3/8� �3 � \\ A 1 , (TYP.) - - rl I 3EE PLAN FOR REINF. Z \ All PROVIDE A -� `r - I I/4 - -� -- — -- REMOVEABLE - L5x3x5•'li CONT. TIE ANGLE- °. a a 0 -- SEE DETAIL 2/953 FOR I Ea. EQ. a ce •�� Tuq�< BEARING 8' 914EARWALL. a `�� pp MATERIAL TYPICAL LAYOUT. SEE PLAN FOR I -- ��41�fl��•Vj LAYOUT. I - I i r 15 10 9 8' gHFARWALL.---' I `~ SEE PLAN FOR 1/4 I HOOK (TYP.) I \G _ LOCATIONS t i 1 i on RE INF. (2) % VERTICALS ATALL WALL I 'n C4lIr� p41D�0 CORNERS. ENDS AND I J. T PERIMETER STRIP I 1. POUR SHEARWALL WITH 3MOOTµ TOP BELOW CONCRETE PE SOFFIT. I 6 I- a0 •4 (--- • Ib' O.C. INTO o SLAB EXhIEtC 1Z 31 OZ SLAB ON GRADE (TYP.) EL 321 50': 2. PL ACE A 50 PSI RE"'OVEABLE MATERIAL W441CH AFTER REMOVAL PROVIDES _ - ---. - --- --- —. - ---- - - - — --- A 1/4' GAP BETWEEN WALL AND PERIMETEk STRIP SOFFIT, -- - m I n I x cD 3. POUR P/T SLAB. I r TF; --- ►�Q -_ EXTEND ALL. SHEARWALL VERTICALS 4. STf'2E9.9 P!T SLAB WHEN ALLOWED. I 3'-0' INTO RETAINING WALL (SEE 13/55.1) OR NOOK AT FOOTING BOTTOM REBAR 4'-0' SQ. FOOTING D 5. REt"'OVE ALL SLAB SHORING (EXCEPT A"r POURSTRIPS) TO ALLOW SLAB TO NOTE: MAX. EMBED SPACING 3'-0' TO �. �i I BELOW I DEFLECT OVER SHc ARWALLS. b. 4:?LD IN TIE ANGLES AT LEAST 1 DAYS AFTER F/T SLAB IS STRESSED. TYP. S4-IEARWALL TiE LAYOUT 3 SHEARWALL AT SLAB DETAIL �I I S�-4EARUJALL TIE DETAIL SCALE: 3/e" • r-m" 653 z�4�3o� 0 SCALE: 11/2" ■ 1'-m" EQ. Ems. 1153 224!,0302 EMO — _ — ---- — — H3Sbxbx3/8 — 55.3 2a4e�ra�1 era SCALE: 11/!" • I'-m" - DECK 70 PAN 1/2 12' O.C. TYP. STAIR I' MIN. CLR BETWEEN -- DIMENSIONS: DECK TO it OF POST a 5E4M STAIR STRUCTURE AND TREADS 11't LEDCsER 1/2 12' O.C. PARKING STRUCTURE S RISERS 6:15't — SEE PLAN 148812x4 STRINGER 1 I (VERIFY' W/ ARCH.) 5 r2' NORMAL WEIGHT CONC. OUTSIDE FACE OF M \ `'�' PARKING STRUCT;RE FOOTING BELOW STAIR PANS SEE OVER 2'-20 GA_ GALV. W2 5/353 (TYP.) I/8 2.12 \ I COMPOSITE DECK I b Pacific 1 TYP AT —/AT INSIDE of I - f-- Proper t ies TREADS 1/8 \ — 148812x4 STRINGER 4x4 - WL4xUJl.4 WWF (TYP.) I _ HS812x4 STRINGER —�` 14.,+°512x4 STRINGER--- e� ONLY I ; I/8 2.12 ---- TYP 1/4' C AP R'8 "' SEAL C.J.P. TYP. (EIEC [ _ NDS. WELD ALL SEE SEE PLAN - WELD AS REQ'D� I\ - --- ------- ----- =------------- 12 GA BENT }E' STAIR `• � TYP AT AROUND AND GRIND PLAN PAN W/ !' RETURN A7 ` I/8 RISERS ` 9 �, � BMOOTH /--GQL.V. EMBED R 3/8x3x0'-9' W/ -- 4 E IDS. / (�) I/2'ox4 140'0 STUDS • b O.C. 1 EXTERIOR SITE ` B. �/ (CENTER IE ON INSIDE FACE OF -' - , '' T — 6600 SW I Oath Ave,ve, Suite 175 • i 148812x4 STRINGER) NOTE: AL•_ STRUCTURAL STEEL SHALL BE SEE CIVIL DRAW 5. ' - - - -- -- --- - I - ` I �' REC� G ORV.Dip PPRVI CE�LIEP4TCN OLES E5 45 Bea\ertun, Oregon 97008 3' T o SLAB __ - , - r ` / ---- ----- ----- - tL STs-5 o_ AND GRIND SMOOTH OR tw'LAGE IN L15x!Sx3/IbxO'-b' 4 `�' -------- ------ - CONCEALED LOCATIONS. r _ � - - - - - -- 2• LONG AT EA. END - ! _- - - - - �_ I A OF EA. T1+tEtD. G _�AT (3) SIDES � 3/16 / (TYPJ 4J ' I I 3/16 2•I2 I e II4 ISOLATION JOINT ,' L25x25x1/4 EDGER NORMAL WEIGHT Il': I' = a 4 e (TYP.) 4 CONNECTOR STAIR PLAN CONCRETE. (TYPJ n 553 2245030 EMO INFILL W/ g 05 • 10' O.G. EA, WAY 14586x6 SCALE: I/4" t'-0' Pit)!LcC ' i' FIBERMES14 STAIR. PANS. SEE AT TOP • BOTTOM in ly J0- 5/853 'TYP.) �hlgai-� u, FOOTING. SEE PLAN FOR SIZE. �F EXACT MENBRIOhdS. Triangle STAIR AT BASE DETAIL , STRINGER SPLICE. DETAIL Commons - 5 STAIR PAN DETAIL 6 SCALE: 11/1" ■ 1'-0" 7 ? 224bOSM Era SCALE: 1 1/2" ■ !'-F rJrJ.3 2200'l0� EMOLIBOE5m SCALE: 1" I'-D" rJ53 2245#3#1�-{o ar Ing Garage °.n.E PLAN 65th anti Dartmouth Tigard.Oregon - C. SLAB 4 METAL DECK -+8:13x3x1,4 FOR DECK-`� r �' LEDGER ANGLE AT EA. END. 3UF'F-ORT "DIRECTLY T rP / OV7,-R ►4!1'96:'.6 AT 61M. _ P SEE 1/853 G COND' 149912x4 STRINGER (1"rP.) SEE 1/553 FOR STRINGER SPLICING. CONNECTOR STAIR BUILDING NO. ! _ _ AT 91M. C(X4DITION: CENTER TO HSS ANL) TO PARKING 1/4 --- _ _ SPLICE OVER 14S96xb BEAM _ - -- --- - - � 1/4 EMBED IE 1/4 STRUCTURE - - - Sheet I !tlr 11-21 v GROOvE PILL ------------ - ------ --------- ------ --- G --</TY P IE 3/8x2x0'-b' !,2, 12' Oz. ^SEMI-RIGID EPDXY.LU.' : ALL (3) T 1 AT EA. SIDE EMBED R 3/8x8' WIDE Concrete �� _ 1/4 END R 149812x4 9.RNGER ,� 1/2' 2' SLAB AT STAIRS T rP 4° I I (TYP.) G 1/4 91Dr.8 BEYOND I/2' ' — 6 1/2 149912x4 - 9TLDS I. 6x O.C. EA WAY �-i,'1�'G�RESMBED.J OIC. KB-3 Details 14996xh BEAM _ ..._ .. _.-_.. .. .. - - ------- --- - _ - / WSS6xi x3/8 POST _ r I �' IE 1;2x12 BQ. W/ (4) ?!/4'# � � !• - _� .••• �`• ••�• i a ` ',�" I/4 A36 THREADED RODS t=--_-.-_--..-.-... - * `\ `t � •� FOOTING. SEE PLAN- / • 9' O.C. EA. WAY -------------- [7 -------- FOR SIZE. \ � ._.-._ _ I/2' NON-514RINK GROUT I � � ` � � p �/ `` -/ ! SLAB. 3/0 4 -_.-._.._ __.____ 1 ;p HSS5x5, SE_ 9/853 OR Lbx4x5/16 LLV LEDGER •.. -g EXTERIOR \ ' I/4' ISOLATION JOINT (TYP.) __ __ .. _ ._ _ ' y. i -� BTII�! 1489 BEAMS ', - .- __�.__ _—.-_. _._ .__.. TYP 3/116 SHEAR R AND WELDING I jd6o�pGoo SEE CIVIL DRAIIIING �\ - \ I AT EA_ BIDE 1 EA. END ' • L. R L6xbx3/8x0'-b' W/ (2J 1 \ 14883x5 BELOW DECK �Yq'Jp - _.__ � 1/4' STIFF. IBIS • 4' O.G. -1_ _ ._�!`.v_i._. =:.I�r,_ , L. i A 1A A 914EAR It I/4Y4X0' 4' R 3/8x6' WIVE EMBED W/ SEE BLDG NO. 19TRUGTURAI. II II AT EA. 910E (4) 1/2'#x4' 14EADEQ I• , � '� DWG'8 FOR INFORMATION. • 9 •n STUDS • 4' r.G. EA. WAY. - - 1/4 + ° TYP. AT • �y r., + (A) -3 TIES EA END I/4 °. 4 NOTE: ho, in :3 3 • Im' O.G. EA. WAY SEE 1/853 FOR ADDITIONAL INFO UU AT TOP 4 BOTTOM N55Sx3 TO BUILDING 01 WALL 12 STAIR LEDGER AT BUILD;NI G "f WALL ' • •' 145512x4 STRINGER TO BLDG "1 WALL 11 — ' 13 COLUMN BASE AND BEAM DETAIL s STF_IIVCsER SPLICE DETAIL 10 5'53 2:4� e+o SCALE: r' ■ r.o" "4WA3!o•.-�C SCALE:1 1/2" • r-o" 553 2246olIo CLC SCALE: I" . I'-m" 5�j3 224eePsu CLC SCALE: I" I'-0" (jrj� 22•�6^'3n cLc SCALE: 4' �-2 1R'# STD, PIPE POS1 /' GUARDRAIL • 4'-®' OCG. Is / I AFGHAN ASSOQAT' R1011i3 RESERVE: I PLACE T1d04T IN SLAB SLEEVE / AND EPDXY AFGHAN ASSOCIATES, r THESE DRAWINGS ,..r 'HE PROPEkTY OF INC., AND ARE (�� w a+ aG to'I TO K USED OR PEPROOMO 04 ANY MANNER. EXCEPT wires THE PkN71! WRITTEN r♦• PIT SLAB PERMISS10m nF ArCHAN ASSOCIATES. II I Date 06/30/06 A Drawn b Checked by: • • "' , NWS/EMO RJA 4 •. 'r Job Number: A0224.02 F • Sheet �,� O� ep �. Bid Set - June 200 X5.3 13 ° CsUA1�D1�41L DOST DETAIL 61�111MrAle .J61MrMNJ. _ -.__..__.._._ . ...r... wn66■r�■w•--ten.►+,._., _ ..__ s--�ameoe¢^ - ___. _.. y ,_ _ •St- "'�alxlYr9aVc+L�+mrva _.,;gyp: ^sl. r�.k'titYll Ilii II11 ,• .. ,W I� ?A. rkAil�4hWAlilf C� i�llll►n1 111 illl�uu 11'�t 1!IIt1'Iu1 lili�nl!ut IIIc' I n I1n.1 Iln�i�t' .,rll.,n uullul u!yw1 Iulll I lul ull�nll uil�n!Inn�uu I,ylln m�lul I!!Illnl!nlluu Iullnu,nllnu Ilulnn nuluu un�liu u �: .. ,•eo�ulrr rr�r I i I I I I ( I' I I I I i I I I tillI ! ! ? � 1 +ii 10 It It 18 1a 1 1� r7 1s 10 � �1 ltfR it3 2a �!! 2e 27 @a >f0 3o a a I i •. Id.65.1a+ o• , tnsar.n.rbx.ull.. ew.w.......ni:ar,awt:.�:: .. . �u...ie..•.. .:-:'_ aJYw H..:.—:yc.l_'.w.n,xw.__... a._e.r..,x:.r.`_afi. _....Jst..'xl...r.a..e.t,-•-••••:r.,rG.rn.�.-.r....•xJras.... ._elW.u.r.._._..—....-..1—.... _.. 27ss _r r 'rz + tl :- r IN (::��' T R, E - 5 p t. • — M ILDREN DESIGN G IP, P.C. 71 6 AKCIUM--runE - SYAC vrn►�a 7650 S.W. Bevelarld i20 KEYED NOTES iVlgard,Oregon 972 ,92 (503)244-05. 1 l O ALL LIGHT FIXTURES SUPPLIED BY CIRCUITS '4A-1' AND '4A-9' THROUGH I 1 ! SAFETY DISCONNECT SWITCH. PROVIDE POWER TO NIGHT LIGHTS/BATTERY BACKED EGRESS LIGHTS AND EXITS. SAFM DISCONNECT SWITCH, NEMA 3R, Y A, 48OV, 4-POLE. I t H 8'-0" - -- 1- r---- AFF ---AFF f Do --- i I II 1 I 1X1 IJ •�_ . . : AFF UPcl - -- ._ ----__--- — 4A-9 4A-9 UalRes 12/3'/ M. 4A- ! .SM. J ! 9 { 4A-9 _ 4A-9 two ' two i gM � I ! , j t 1 ' E F F RING, �}-- — — — —�� NGIN n._r. .kns;•:-I _ _._ _ ______. .— ___ — — —_ - — - — __ , gels$.Vi All&,&.Q.•SU49 .S,:lon omg a-=b Fax 5M 726-3M ! r t . .025 �No .0 .025 � Jim ` I r O«'ner Pacific N Properties 6600 S" 105th Ave., 75 I'I 4A-9 ® I 'SM' ; Beaverton,Oregon 97 'sm M II I i pr t. - - �—�.� •.. I `h-' r X1...1 �� c1�C � Tigard ! g r Triangle Commons in a Buildings I ; Two & Thr , i. , 6»th and Dartmouth Tigard. Oregon i i i 1 Sheet ]Itle: I ' 1 J _ ® 4A-9 � 1 ® 4A-9 ® 4A 9 , 4A-9 c 4A-9 'X 1 ! I Owl t 'SN' i SM ! 5GA SM 4A-1 D I N r ! ! - -� BUIL G I i / �• , v �X FIRST F'L I /4A-,l _ , ► ! ;! ' �- � LIGHTING FV PLAN E3 1 ! !� ► I I 1 BUIWNG E DtSQONNECT - I __ Rev"* ns ! f I I BIJ�DIVQ 2 - 1 SCALE: 1 1 - b �.. ,+w rtwNn IluurvED, nrM o.AwHcs ARE TMJ Mo.ary MNI DESM Gvm RC„ " NOT TO KUSD dl IItp110DIJ�p N YANNO.EX(VT MITN M MIIOR PenIISSI011 OF YCDREM a'INOI S. Date ZO ht �� . . „-.- �. ..... .... ....... an M Check DPI? Job Number. 1011 , Sheet AGO t O Nip LY 2006M. 23 Rp :fir a -.... - i , 4 t , 1 ) h 1 1 ii {11 1lil lill! I III!1111 11111 IIII Il!1 4111'1!11{�r{ ,Illi jlli 111 Ilil 11!1 UilUHtll;f tll!111111NI'll 111!111111 1!!I Illif1111 1 if lt}1 111iliIH Cffl 111111r ut,uu s1n1u1 1.1.111►►ttii�l ti h t�ltll11lI111 ill IA111SIr!!1111.111 11111 tlr 81111111 111 1{11 11 1�, I 1 ( h 1 1 + pp II tiiIMA1►rf1i�► + b !� 6 1� r�t i �� Ila Ill! to ritf tI 1 a+: a ! 4 � 1 >�� ahs aha r - r�.'u,�k:........t..iz....:L.......,,a.a.;�,w�., - '-- �a q P Jl� r it A�A 3' 1' ___..-.______.�— '�'B'WYY'YWYiWY'IY+MW.e� waJMowY6,.•. a. - Y,. l L f •P F M-DREN DESICKJ 1P, P.C. '1_CIILIRE +.NN1FJ( I :.W. BeBrelan !e i20 KEYED NOTES, Ard,Oregon 9 X692 y � c 1 f t I I I I I Q ROUTE THROUGH SAFETY DISCONNECT SWITCH ON LOWER LEVEL, 20A, (50,1 244-0 48OV, 4-POLE TO LIGHTING ;ONTROL CONTACTOR, ROUTE LIGHTING BRANCH CIRCUIT FROM LIGHTING CONTACTOR TO PANEL CIRCUIT BREAKER. PROVIDE POLE 9 -0" HIGH, SQUARE (4'-0") STEEL STRAIGHT, DARK BRONZE FINISH. THREE ARM MOUNTING WITH CONFIGURATION AS SHOWN. I I I I ENTRY OPENING bFLow I I I O3 SEE ARCHITECTURAL FOR MOUNTING LOCATION AND HEIGHT. '+ 4► •X2, 2 G - —B X � _- ----�� --- - - -- _ I .Q 1 �D p ` J I r !) G(Y 14 59 FS E, w �itir EXPIRES 12/3 +�. I r 1 _ ( F)_ .._ -_� _ �_`}- - -—___ _. —__— - _ _— - - _ �__ �_ L. __ - __ —_ _ _ ._ __ _ _ _ —_ _ ___�_ - _______ -- ----- __ __-_—._-• -- -----{ IF ENO NEE C. ..• 1015 1 N.Alrt WC 0 jI I E.rB.W: (503) 400.0 JDat I i i —_ - - - - 3/4-C - - - - - ------------i- 1 — I I — �X10 I _j I I Owner: Pacific N Pro ertie I F 4 h ( ( 6600 SW 105th A% u e 175 Beaverton,Oregon 0 log, SDE' ' I i 'SDE' CD 3/4'C 1 Protect: $ SAV i ip10 Tigard It'1 • ' / Triangle t � fx2 Common ',o , Buildings n , Two & T f Tigard Oregon68th and out t II ISheet Title: -may! i l C � BUILDIN SECOND )IR LIGHTIN PLAN Revisiom i a I I ( I I I ► I I I 11 (2, ( 4 7) • BUIL.DN G 2 1 a 1 II' S DESIDN • P•C., RIONTS ININRb[D THESE DRAWINGS ARE MIIDM N DEMON" Pe. NOT TO U!D MANNER, EXCOT hK/RIOR U! 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