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11740 SW 68TH PARKWAY-4 -Y - Iff 4 •IL.,ns r t: SNI - ....:......,.....�•�..I....x-._......._.r: - ...;_y,;.:-:.�i..unl w.t.._w�.s..,,,......a. ..yr+. r''__„u.uowri:YWws...._.._-�.-:.._ u..�s-"-----....,-..,v.-.�. laa,,......w...r....,..•w...w... _-_ _ _alal.klYW - 'Lru�l Willl�r'.aYo�cin0ltiYM _ -_ _ w.duu ��WIw.+Wrnrw�rwnr.,rw.mw..w.•..�.wiw,.ww.,..w...,.ww.....wn«.w W..-,.. ....._._..,_-.-.__-... r � ■ D:- GRouP o.0 qL ---- _ ga ut in r Owner: Zone Analysis _ - OF PROJECT LOCA T:� . .:. ZONE: MIXED uSE EMPLOYMENT (MUE) _ ALLVwA&Z 4/.7G i rG. WNC7aIiL COMMERCIAL IL F A 105th A VENN SUITE 175 ! ` i - ✓ r - - :.. PROFESSIONAL OFFICES OPr-G?N 970+38 PROFESSIONAL. SERVICES r �- PROPOSED USE TYPE-- GENERAL OFFICE -::Z 5:3-625-35 C FAX: 503-671-0211 a ` Project Contacts: Code An sis_ _ _ � =, BASED 0% TME 2303 dN�', �+� 9UIL"IHG CAGE (19C) rMITN 2004 OR'*-GON STRiXTURAL AND SPECIALTY CODE AMENDMENTS St -- -+r-_ APE Ar�> TECT -�-� Mil r n 0'rou , P.C. Viridian Environmental Des*gn, LLC / d -e Des• p sxt�1PA,MCY a �. `°� � <�.•s-/.,,. � - ��/// _ =-�.�� 7650 S.W. BEVfs/1ND STREET 813 S.W. ALDER. MEZZANINE 8 CONSTRUCTION TYPE 1111-8 = s- SUITE 120 PORTLAND. OREGON 97205 POP'k_/As,i13, OREGON 97223 VOICE 503-222-1639 FAIL 503-222-'853 ALLOWABLE AREA FOR A "B•. TWO STORY' BUILDING 19,000 SQUARE FEET �BlAl VOICE: 503-244-0552 FAJL 503-244-0417 CONTACT PERSON: MME 019REN _ CON?ACT PERSON: GENE MILDREN MOBRIENODLLC COM - - - AREA INCREASE FOR FRONTAGE AND A�At+[Atff MOO]+[Atb/1001 t �. �f~s ��•�``" < ,�!� _ N 4V GEN+EMADGPC.COM SPRINKLERS FOR BUILDING Ata19.000sf, Is-200 sprkAlea .wc s•vr• if-'OO[(F/P)-O-25Xw/30). F- 606.83 VA.L ��~ >' =� Pdclf lc WHO feet. P- 606.83 i:h" feet. 30. �f-1001[(606.83/606.83)-0.25](30/30; } 75. Ao-t 9000+[19OOOx 75 j 100!+j'9O00x200/100}� ''., =�+---=' - "'� _ Pi-;-)Pel l l e CI VL EAIGIMEfR/Pi.A*1NdMG: STRUCTURAL ENGINMI: ACP- 14250-38000- _ ? f i� ";P: T. M. Rlppey Consulting Engineers Afghan Associates, Inc. TOTAL ALLOWABLE HEIGHT t S 70RdE5 -C 7650 S.W. BEVF't.AND S"REET 6960 SW VARNS STRUT SUITE 200 SUITE 100 TIGARD. OREGON 97223 TOTAL BUILDING AREA 17,129 SQUARE FEF' rVnT FL00F? t �� r TIGAb?D. OREGON 97223 VOICE: 503-620-3030 FAX 503-620-5539 '6.445 SQUARE FEET SECOND F`OOCC�t 33.574 SQUARE FEET TOTAL VOICE: 503-443-3900 FAX 503-443-3700 CONTACT PERSON: iHAMD AFGHAN \`•�Cb ` CONTACT PERSON: KARL KOROCH (CIVIL) CONTACT PERSO'•' LANS STOUT (PLANNING) FIRE PROTECTION: BUILDING IS EOU91PO WITH AN ALTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SPOKE DETECTION TFIROUGaFgIiT IN .ACCORDANCE OM ossC 903.3.1.1 Vicinity rV'iap r R EIECTRIM ENGdN£FR Ny• SC: i`• B OCCUPANCY. COMMON PATH OF EGRESS TRAVEL DISTANT DOES NOT EXCEED 100'-0• PER OSSC SECTION 1013.3 R&.7 En g r eerin g, Inc. R&W Engineering, Inc. EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-v PER OSSC SECTION 1013.3 _ 9`?.", SW SEAVEP-� HILSDALE HWY SUITE 250 9400 SW BEAVERTON HILLSDALE HWV SUM 250 T iQard BEAVERTON. ORESO`. 97005 BEAVERTON. OREGON 97005 clb,r�LN[ - -- -v- +- - __- �,� -_-- �1) •• VC:CE: 503-292-6000 FAX 503-292-'422 yr M- 503--292-6000 FAX 503-292-11422 � Triangle AITERI"� • �"•--�_:SMG wAlls NON-RATED CONTACT PERSON: JON PFAFF CONTAC' : JAMES MITCHELL STRt1C-,;RA_ =,�.uE N-RATED ROOF NON-RATED C om mo n S - NO . SHAFTS (707.21) NON-RATED Deferred Submittals FLOOR'S NON-RATED - - -- ---- -�- Building rour STAIRS (1019.1.9) NON-RATED ELEVATOR EQUIPMENT ROOM! (3006.4) NON-RATED - - -- - --• -- _ -- --- - - -_. �� t'.:t_. MAIN ELECTRICAL ROOM �e s - 1 Hyy.c RATED BY r* W.'LS L __••L_.Y �.,' _-_-_ --- -' - - - _:1.i :(: STE£_ .C':S-_ x0s: C:5- ::=.`z Cover sheet Lec�ai Description: DEFERRED PLUMHVAC =`:"� - Y F-e c-rte 1st � PL'UMC'i`�:a .:�z:s'. i -- _ • OF BLOCKS 7. & 13 AND 'a OF THE PLAT OF 'WEST PORTLAND !EIGHTS' w_+T.•-=i FRE SPR:'•+rS THE SOUTHEAST 1/4 OF SECTION 36. TOWNSHIP 1 SOUTH. RANGE 1 WEST. OF THE E x, Law v0-'AGE a :s MERIDIAN. CITY OF TIGARD. WASHINGTON COUNTY. OREGONT yes f:/ eerPiW ALARMS _ Sheet Index c s�.c�s.'aiir srr•..- IRRI:�T:Jk 5"S -v OcS:�`• _�'•�:_- :'•: _ :T.. L S"sdbt STM S'AIRS .:• - ..< )t:T i f 16r _ J"CTRICA_ AOL? COVER SHEET S1.0 GENERAL NOTES �`"�•• we r Site Data �, -01, A1.0 PASTER SITE PLAN 521 FOUNDATION PLAN �-M,�,. �,,...�.--••� to -- A1.1 SiTE PLAN S2.2 SECOND FLC`OR FRAMING PL.Ati 6BE& 2 'COVERAGE ALA-G?ED- A1.2 ENLJW6ED ENTRY PLANS S23 ROOF FRAMING PLAN TIa A1.3 SiTE DETAILS S3.1 PANEL REIWORCIHG ELEVATIONS SITE (E7Q558,465 SF (1.57 AC) N.A - - S3.2 PANEL DETAILS Jt�'wCtiona�i ReVEew notes. forms. and stamps: NEW OEDIC71% 1.032 5F (0.02 AC) AILS S 7 ;►Ew) 67,4&1 5f (1-55 AC) N.A. C-1 0 SITE UTILITY PLAN S5.1 DETAILS 61JILDING 33.574 SF 49.8x • 4OX C1 SITE UTILITY DETAILS S5.2 DETAILS C4.0 ERO6ION CONTROL PLAN S5.3 DETAILS Spe� �Y C'� �40 GA� y . FAR INCREASE APPROVED BY CITY OF TIGARD IN TYPE If DECISION. SITE DEVELOPMENT RE'k;Fw fSDR) 2004-ow, - "TIGARD TRIANGLE COIAIONS' APPROVAL DECISION DATE. APRIL 1. 2005. S5.4 DETAILS1 S i - � Ct+c^=st;a :�-•� �• '=�::y Sirrl! C�r�,�7'M•y,-,ro►ed._r----'--•� ) 0.1 PLANTING PLAN S5-5 DETAILS � L2_t PLANTING AND IRRIGATION DETAILS *fir Sita... �i c^- -rrla SoeLseaiFc�k+_-.- --- �d 3 COVE<RAQL X COMAGE RELUMD: _. LANDSCAPING 14.647 SF 22% '5X A2.1.1 FIRST FLOOR PLAN T PARKING LOT LANDSCAPING 1.829 SF A21.2 SECOND FLUOR PLAN EO.1 ELECTRICAL LEGEND AND SOHEDULES � A. r' E1.0 SITE PLAN A22 ROOF PLAN E2.0 FIRST FLOOR LIGHTING PLAN -- r r4 ..�'' fiS 1!' . A23.1 FIRST FLOOR REFLECTED CEILING E2.1 SECOND FLOOR LIGHTING PLAN AREA, x Ct3b'E-RA(E: A2_3_2 SECOND FLOOR REFLECTED CEILING ^�� ,-T AitRI OF Un- F T •� � 41[ EJ-0 rTRST FLOOR POWER PLAN t��1 t t►f tn-417Ain1tw 9lJILD"rG OOT1�R11Y Z9 Sr 25 A2.4.1 ENLARGED FLOOR PLANS J3.1 SECOND FLOOR POWER PLAN ccfc*XArWNDOM PAVV*G 3!.828 SF 5C.2x A25.1 FIRST FLOOR FINISH PLAN E3.2 ROOF POWER PLAN -� ,. .s+.'n ww�cret: gcn,»TL'R►l C+tl�Ci AZ5.2 SECOND FLOOR FINISH PLAN E6-0 ONE-LINE DIAGRAM a C.er.VL f Fx =versetx)e1 I TOTAL IMPERVIOUS AREA: fkl.957 7 75-6X 85X A2.5.3 ENLARGED FINISH PLANS E6.1 ELECTRICAL SCHEDULES TrL.K• rsl�+ AJ.t BUILDING ELEVATIONS d3 ."^a�j*4 I._� F•evs��e Iti►�< - s > � 1=-E: G � . LL. SPACES Ad.i iAGl SECTiONS O PLpDt;ry P+e.s &;,,d C:,as w¢- i:..MsNr?c!_&.E eA4.2 WALL SECTIONS P AW• C 6tolaret! aaswk tc=- .r-.-�-.�c.arw.,vl:e/A►wr .-.r. T.. A4.3 WALL SECTIONS nEWSWk x DMD- STANDARD STA#DARO 38 I i r aT A4.4 MAiN STAIR SECTIONSCOMPACT > Spectaltirr'ip Ex:s.axo►s-�tr x-,'. `l�� 1i CARPOOL/NAid'C70L a A4.5 STAIR AND ELEVATOR SECTIONS r �� ., D`d`b . k A5.1 WALL TYPES MR3 DETAILS S*=ck -Cor►tras_ "s K�c J•�'•+Y� DravrTt b� -ked L+ HANDICAP 4 1"T•f `til�; TOTAL. SPACES PROV )EJ 94 94 WIN,/?IS MAX. AS-2 DETAILS m;r � :~ -4 ---.___ �_�_ . % i•, K-A A5.3 DETAILS iwr�t de>At�� NittAMri ©-11Y/?►IRW W'E\I r A4Vw�c A5.4 DETAILS OF � COPY lLs�t a •" .Lob Number - - - - - _5 DUALS BItxCLE PARKIWG ,6 °e 4 s.6 DETAILS r'"' - A6.1 INTERIOR ELEVATIONS-LOBBY AND HALLWAYS � BB � A6 2 INTERIOR ELEVATIONS-LOBBY AND HALLWAYS AE 3 IYTfRIC1R ELEVATIORMS-RE3TR0OMS Bid Submittal-March 2006 AO. 1 { ,,�;vtlw�lr,lar el, �,�,. a•I�,wh�„�� ,.� '` e+r�rxo. - __ riri rT1 E; I 3t ric irl B Id 9 F l lER1/1j 32 C is t4 ' ^'_•"the 30X k w I 1,"?yN{ •�* f p .4w"Fs. ,oi. I-+wn�, r,.`::,"� _ i•'�C,'"r i,'Irl p,p��f 1"i_;,lslti,I, s r'I:. - •w .t Go �S I i' 3, , �,; _ �r�:'6V)r"..I.�'�'.'dNL.•yyzC ��. t r iTdd, r t .r rf�rr. 1Y Y i! :x t�yL F, k' _ _ -, ..w.-,�.a�+.:m,s:ru.ew.:+.s..'.,.w.::m:,uw.+,,..: '.•-'y.'.�•"•.+' �.i/.170.5+-ai"-v+n+++•.N+f�"rY�i'��YiYtil9i•"�,` „"' ' •"�.w`+,ti.Mt.xiuw.w+w,w�YwW..+.raiw..u�uw+ma..�..•..pswlw.a.,:w:...r rew:,u�uu.t,...v.+..W.atiw4+rro,c✓�u.w�'•�.�a.IwYgiMWLflr+wr... Keynotes • fig - -..� ,�.." ''� LJF - ----► _ Pac 1 t 1C N`N Pr Dpert,e z i ! Tr .ar� e Crmmon- - j Bulldlnz Fr_ t?' J. row -I - _ Ll 1. I S r I .� I Plan BUILDINC- -OUR I - s LjTufq E/ AL I - YLDING T I --- - --- -- - - - - 71 .� r. �� .� � � � � �� 1� � � .1��. �� a� � �w ��► �. �� s. ter.. wwr —� s �� .w.�. �. w.� � ��. �� +�� u� �... � �. .� �� r, • h 4 I ML7SF-- 'lid/ x3m, MUM,* 7vak 7t7.G r : +IC 1ral' •r"q 114m . Lxxx K'• -•{ nRt� �1�+ � YdJ1�E+ brSti dlt:l.i T :. Doe Drawn tn, Master Site Plan ' ` C 5 ': �! Bid Submittal-March 2006 ALO /00 Q � E 2: a 22 2'3 24 2s is30X ,W T1 - r 7 It / -ti i --- / Keynotes �--- t. BO"RpS, TYPICAL OF (5) SEE DETAIL 5/A1,.3 ! 2. REMOVE EXISTING CURB ALONG 68TH STREET FRONTAGE AN" REPLACE WITH CUrB/GUTTER, 22' FROM CENTERLINE - SEE M(L1REN DESIGN GROUP, P.C. �� OPINION` �� '�� SEPARATE PUBLIC CONSTRUCTION PLANS, UNDER SEPERATE CONTRACT •%RC rrEtMRE - =ACE KAN!lNG 3 REMOVE AND REPLACE STRIPING FOR 5' BIKE LANE, EAST SIDE 7650 S.W. Be%el"Suae 120 CF 68TH, NORTHBOUND TRAVEL LANE AND SOUTH BOUND Tigard, Oregor. 97223-5692 TRAVEL LANE, 12' WIDE AND CENTER 12' TURN LANES, UNDER Voice.. 503-244-0552 SEPERATE CONTRACT Fav 503-244-lI 4. APPROXIMATE LIMIT OF PUBLIC STREET RECONSTRJCTION - 3EE '- SEPARATE PUBLIC CONSTRUCTION PLANS, UNDER SEPERA 57'-1d' (FIELD IR r 1 '-11;' (FIELD t20 IFY) 2jw (F1� SIF') CONTRACT _ 5. CONSTRUCT COMMERCIAL DRIVEWAY ADJACENT TO EXISTING v-71: EROM PROP. CURB PREP - SEE DETAIL 3/C2.0 4'-0' TYPICAL 6. CONSTRUCT 12' WIDE PUBLIC CONCRETE SIDEWALK WITH 24 - TREEWELLS 7. VISUAL 4 i S. LANDSCAPED RAREA. TYPICAL SEI: LANDSCAPE PLAN 0 0 0 0 0 0 o Y o 0 0 o ° 9. SEGMENTED BLOCK RETAINING WALL - SEE CIVIL DRAWINGS FJn 1'1 i t_+, 25 ELEVAIIONS 3I ITTT��.'/' 10. TRASH/RECYCLEABLE MATERIALS ENCLOSURE 11. PAD MOUNTED TRANSFORMER - SEE ELECTRICAL X03'-21-_,,,(8 12•ACCESSIBLE PARKING SPACES, RAMP, SIGNAGE AND ACCESS 30'-81' a 9 A1.1 A1.I / AISLE. (3 TOTAL) + [-, 13. VAN ACCESSIBLE PARKING SPACE, RAMP, SIGNAGE AND f l N 1 ACCESS AISLE, (1 TOTAL) - _ - � ' " 14.CARPOOL/VANPOOL SPACE WITH 6' HIGH PAVEMENT PAIN- �S �j+ - _•• _ �I LETTERING CARPOOL' AND SIGN, (5 TOTAL) SEE - 27-5' 110 Ilia- 14 15.COMPACT SPACES WITH 6' HIGH PAVEMENT PAINT 31 F� 'COMPACT ONLY', (47 TOTAL) ax ' - - - + (� 16.LOADING SPACES WITH 6' HIGH PAVEMENT PAINT LETTER.*%, N 9._0. 'LOADING SPACE', (, TOTALJ 9 1 I 104'-3;' , 113'-t0�' 17. BICYCLE PARKING L �F 11=0 iv At.t o 7 18. LIGHT 80LAR05 - SEE ELECTRICAL 1 79f 17 - 19. 7'-0' CONCRETE SIDEA�ALK a Cr N c 4 I CURB, TYPICAL 16� �,s 20 12 3 .6 29 27 5 210. COVERED ENTRYAREA 22. HOSE BIBS AT 30' ABOVE FINISH GRADE, TYPICAL Cf' 4 E 2-4 11 h LOADING /5 b _ " 23.STOP SIGN WITH STREET IDENTIFICATION, UNDER SEPERATE LAJi •- . 30 + CONTRACT 24. 10:1 TAPER TO MATCH EXISTING WIDTH, UNDER SEPERATE 29 -�+� � ?6 CONTRACT 25.PROVIDE ASPHALT TRANS!7100Y TO EXISTING CURB OR EDGE OF I I/ -� .� o i PAVEMENT, UNDER SEPERATE CONTRCT (� _ °' _ �I _ iO 32 _ - 15 + 26. TREE WELLS - SEE LANDSCAPE A1.3 27.CHANGE IN PAVING MATERIAL FROM CONCRE-:' '0 ASPHA_- _ _ 5'-0' w 5'-0 1 op, 32 32 5'-0' 1 28.BLUE REF,.ECTOR PER TVF & R RE . --�u_►.'_29-PAINT CURB RED AND MARKED 'tip - + _ 8' 10'-0 I EACH 25 FEET IN 1' WIDE X 6' H: •v CD - It o 30. _--:N-PiACE CURB WHERE POCHE IS 1.2 _ N _0• 31. Ex-Q)ED C'U'RB TYPICAL UN TH RWd N'" �- LESS G E SE U:ED, 15'-1T}• 11-6' 26'-0' „16'-6' 16'-6'„ 26'-0' 13 6 201'-11 i 36'-0' SEE DETAIL 17/A1.3 32.EXIT DOOR 'WITH CONCRE"E SIDEWALK/LANDING il.�ner _ 5'-0' 12'-0' 3'-0' ! "1 4'-21, - 33.CURS/RETAINING WALL Sc-r-ARATING PARKING, SIDEA4.K �T�r AND N X AA C',/TL =�-- Paclt c D BUILDING E I' SIDE � SEE C =GK q 1. BUILDING FOUR � 33 INFORMA?ION _ -- _ _ 34.F1JeGPC_- - EXACT LOCATION TG __ ✓E=:_:__ __ i 32 35.CONCRETE PAD FOR BENCH r P I' 'pert I t , M 36.MGNUMENr SIGN �-� 3'-0' o Q 49'-0' N ° Q �_ 36 , r , Notes I i o 4'-6' I 1 ^ PACT OARKING STA-LIZ n !e 2 - N _ ► - i B. 'P' DESIGNATES CARPOOL/VANPOOL °ARKING S" + - - 1 32 -- ---- -- -- - °1 C. SSE C2.0 FOR SITE GRADING 25 - D. ScE C3.0 FOR SITE UTILI"IES =_ S-EET AO.1 FM P.ARKI{vG COUNTS 0 1 0 0 0 0 0 0 0 , o L:L.Lj 0 C24�_I' 6 0-7 4 t�iQard 5 2 Triangle -- ---- -- - -- _ - 28 - Commons - S W 68TH A VENUS Building Four Site Plan Tigard Oregen Prk.�a. t Sheet Title: Site Plan { SEGMEN TED LIGHT POLE RETAINING WALL c � Sl S HEAD OF LIGHT POLE (ABOVE) 0k��9 Q , Re%+SIL EXTRUDED ��y .� �e �� •� Q 02 FeL- 2007 4�11 CURB G ti TIC a r ay��--� General Rei►stop C, + l � Y 801_LARD AT LIGHT POLE, RXH-S "� O �� > CENTER ON POLE, T YP. -� ORAIDIM ''E ° ^ � f ULMN Depol 01lOUe. a G. YO NII 40T '0 K USED OR QEDROOUCtD IN ►M` MAME71. IM("T WITH � pow MlI--LA OF 3, SEE CL-TAIL �" � � ~ o` ' 4` PINT STRfPE- 5�A1.3, PAINT TO ' MATCH STRIPING. Date 6 March 200E Drawn by: Checked b% i Ballard Detail DAY/MRN- A1.1 s t'-o_ lol►00.04 Job Number: Sheet f Construction Set -� May 2006 A L I l .fTY STRI! Cm ly - . 10M..IC, !? a e0 2, 22 23 P4 25 :� 2-7 28 2$ +. .III ' 130X Iij • 1 f i 1 e , �Q� �• , .. .- r N s�rk k- Y , 'yam. 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BUIE REFLECTIVE S HEV'ING I l - HIGH NHtTE REFLECTIVE 6' 7'' , `� FETTERS AND Bolt" BALKED � y - 4ax Ww Lxv ENAANI _ as pa I _ - mwo R";- ,- rANOICAP SYAABOL 041TE Xy aF4 S•A MTH DETECTABLE WITH BLUE BACHtGROUhD t - RAMP FLUSH 71 3r r.�� .rr-a„`at. -•� VAIN ACCESSIBLE SIGN AKRE �• aA:h' S' Di ,,,�' WITH ASPHALT T1NP. 3' WE PANT sTW __--------CVAN1ZED STEEL PMT r--a^wSS1BLf S MBOL PAINT STRIPES J, TED ./ A T 2'-0' 0/C TYPICAL er in NOTES, . 2 1. ALL ACCESSIBLE STRIPING o A1-3 i /' AND SIGNAGE TO COMPLY e j WITH ORDINANCE On 447.233 ` - - A b 1 2. ACCESSIBLE SIGN TO BE MOON TED TO SIDE FOR N%. VAN ACCESS LOCATIONS 4. t0• G ANO MAY BE CENTERED •`` FOR STANDARD ACCESSIBLE 9'--' 6"-O' STD. '+P. * SPACES. TYdF::_ �_ TIG', 3_ NHITE STRIPING PREFERRED �- --- }- '9 ACCESS:-E-7 CA Accessible Parki Stall 2 International Accessible Symbol Accessible I:'arking S' nage a Car ___ol_F'arki S na _ _ 4 Bollard _ •._ � --� -- � .._. -: �. -- na 4 � - --- �� - _ ---- ----- _ ----- --- CSF 13 ?sr` •50.30 r SMOOTH+ = --� JOINT _ rYPICAL 1 ;Q y•�" 9CROERS OWN LE'.'s1 00) -- .=•a+, - S, A' TOP OF P_AAF - --- -- xa :EV__ SE':':Oh 1*04.16 .•/ --------- -- - --- s- - - _ — ._ SUP RESISTANT PAT4H.�TtN (NET C:. C'-« � A1.3 W_ ------ PA`-_'P% ----�__� -- PA T� SH+O&NN) PER 19C SEC 1109.6.3 _ LAN rMTM 9uRFACE 'V J AND BRICK �rfrR 577 SLOPE TO A7 48' DRAIN : ICK AND CW_ �'•E_= 1:_ _ -- E• 5' SFE SITE PLAN Q TO MA TCH♦ BL;1DU*G 1 "•' i=0 77 --H tD a2) 04 AT 48. O_C, 1h E �'�\ - TOOLED JOINT CL . . r,.. . . .'. . BEAM 4 CONCRETE WALK - --- - _- •.• La Pacific NW ,•;N�•`j•'•'••,i`: 4• •:a;:;::•:�:••K :. • _ - ?• SAND OR Y"-0. •)• I 5"-0 y - -- *. - V''- �- - COARSE AGGREGA At �• O/C Propert ie� �-PAV^.G-� A!X ANO CSIRB LALK EVEN WITH _� CAST VN PLACE CURB >1 I_� -y' ----- Z._.= - �EVEtw WITH! PAVING TOP OF CURB AND SIDEWALK = _ _-- - _ _-_ - � ALx AND CURB L 6 x 6 X � x 1'-0' - 6 COrNCRI:TE SLAB wi?'►- � - - -�i*-_ -., -- - - ---''- WITW {4) 3/4's E>�ANSION Iia; A� 24. 0.C. EACF! IIUAT 5`4�IhG - PAYING SECTION ---- -- • �.-n' COk TE TO - _ -JNGTM OF 3.000 PSI IN 28 DAYS. 2' TO 4' ANCHORS 4 •�__' e _ _ �o _r•_ Yak . . . . :_ - .-- ,13 t 6 —Co 6 Q EVAN.:::. _C: TS 0 20'-0' O.C. ALIGN CURB ANO WALK JOINTS - }��}�•-O '•-O. _ coNTRCL C-:%-.S IN WALK • 5•-0' O_C Sidewalk Ram �_" Monolithic Curb and Sidewalk a Trash Enclosure Plan s Trash Enclosure Wall Detail io Gate at Trash Enclosure s Accessible S p __ _ - - A1.3,3 g " 1*3 /2.=1•-0. 1.3,E agO>r O SPACES f _ x= .h:%_ CONCRETE TO MATCH + �ADJACEN T WALK " 'E —\ - _ -:c - —=- __ - _._- Tigard ' w _ TI IaI 1g le eRlex AND adu vEdNEER BRICK AND CMU VENEER _ Common;- 'S 3 X 3 x x TUBE FRAME - \ �- TO MATCH B41iLD1NG TO MATCH BUILDING - .- - - -' - -- :_--, - -- Building F(_)ur I --- AL WALL PME+.S --- - -- - _=_ = -_ "-- MR-36. 26 CA. PRE FINISHED '-' - ----� T PANELS AS MANWACTUROM k m '�� STD COLOR AS SELECTED BY ;0 AR04MCT J( x 2 X CONT _ BOLT'S FOR EACH LEAF w t • - t - - - - - o I • \_�RETE WALK S� • • •A rONCRETE FOOTING , TS METAL FRAME - ZTS METAL r'72AME - ` T --� `y GATE WITH METAL - PGATE WIT1H ASS MF'AL , ^ ` •--+� T PANELSPLAS ��..�� • . - _ f I � • 10 4. 8Ci1/IRQ 4. �-- -- MOTE 0SICOrK�4E'E SMALL AT 2F YS. 6 � - �'3 r SEE DETAIL 5/A 1.3 _-a t �- r - SE_ DETAIL 5/A1.3 - { IPE SLEEVE-EMBED v'x SLL•v- ,'Z -^ ? .i • of '-� Enclosure Gate to Wall , 13 Gate at Trash Enclosure 14 Bicycle Rack __ Typical Sidewalk 11 Trash Enclosure Gate to Wall t2 Trash E _ ___ A1.3� . _ :' 13 .;a.1,�JW02 SEE CIVR FOR PAVING SECTION AND BASE COURSE FACE 6' — X' SLOPE TO FRONT CUM • BASE COURSE ti ` \ ao • SEZ CIYL FOR PAVING SECTION � •9 - _ AND BASE COLORSE •,3 rn�k Ks a s"c = :. r r� CC NMTE TO HAVE A BREAKI%G STRENGTF' JF 3x000 PSI AFTER 2B OAFS _ oo ""' ,•� ,.� * xsa. r+_e . . .K X 2 EXPANSION JOINTS TO BE PROVIDED: r`f A. AT POINT TANGENCY CURB _ � ..:- -- ae 9c s +�:�.�� r• �•• EACH{ OF ANGENC OF THE � 13 wtiVw-T ••:ZF •r-- '� +e1. �' ?ti ��. N ?-�•aI55�T = �.�'�.� 7E5�`T_-7�•y'J,.myy°�� B. AT EACH COLD JOINT AS3 Dd'e %.Wch C A T EACH SIDE OF INLET S TR'UC TURES 0. AT EACH ENO OF D�RP"Ayi ; • Drawn bti- Che'Ckld Tri E At LOCATIONS NECESSARY TO LIMIT SPACING TO 45 �T 1 CONTRACTION J01NTT: A_ SPACING t0 BE NOT WORE THAN 15 FEET �--- PRECAST CO NMTE Job Number 101,11V 'A B. THE DEPTH OF -,ME JOINT SHALL BE AT LEAST 1)(' 4 OAST ROCK TO BE 2 OR COMPACTED TO 95x OF AASHTO T-99 AND SHALL Sheet BE 'C RA RADE. VREE I STRUCTURE. OR 4' IN DEPTH, 0410+EVER IS GREATER 00 Celt-in-ftcae Curb n Extruded Curb Section _ � �r Plan _ ^�_ __ � Phar Lavation _ Bid Submittal-March 2006 _A 1 .3 >.1 9 5,04 _ s,4-20J0 _"..... .<are .n...a. ._.;yA'It'Myp•.r,. r _. . .....n-.�..._—,_...._._—.___. __ __..__._._..—........-...�__... _..., �y :.t.... ....w...,..w, .,, ww..w+YWI,._..rMrMew,,...rt.rs.Ik,WLrr.weDiwYLM J ,.d. LE001j"STW V a A 46 + 6 B n,L. • e 12 -3 R .a. u7 Q pp x3 21 22 23 2♦ 25 2e 21 29 20 3C 30Xb` i rtw 4 TILL �' N. , t41L- . i F A j� V , LEG/ LEG ------102 ------ - EXISTING CONTOUR - 1 FOOT INTERVALS CL N .� U a v \ \\ ♦ +•\�\+\` I ______1 OO--_____ EXISTING CONTOUR - 5 FOOT INTERVALS M ILDREN DESIGN G1tCJlIP, P.C. 1- I-- _ �.. r'• CD Z ( ~ �\ \\\ \\\ �� ARCHITEC ORE • SPACE PLANNING O - - i \ \\ ..� - 102 NEN CONTOUR - 1 FOOT INTERVALS a \ \� 7636 S.W. Beveland,Suite 120 I,RA� w r11 0 N � - _ _ _ V r� ` r7 M � � r7�' � � I \\ �\� 100 NEW CONTOUR - 5 FOOT INTERVALS Tigard,Oregon 97223-8692 -'�'` Voice: 503-244-0552 SW167TF AVENUE A,� �� \ _ _ Fax: 503-244-0417 ---------- 6 [1 ' �� ,5•.°j \ \, _- 100.CS CATCH BASIN RIM ELEVATION �7 < !. k,• I I J / \ ==':.:: 1 SPOT ELEVATION - - �__ .. .. ___. I I r "T i { __ �_ �' a -�y •.r. - V -335 334 3�':" R QU ALI T f MH MANHOLE RIM ELEVATION 33 �'' - .- �l- 1 1 T ., i IM=100.00 ----/ - 3 sour 4 -'==� T.M. RIPPEY 3�3+7..5�Q-�w' 327 _ �d5 3115.006W f R ATCH FG />!i / CONSULTING ENG(f1EERS 332:25 4 2t. OTW (I) EXISTING 7650 SW 9evelaw.Some 100 _ �, / TioW.Ofegm 97223 315.40 �G / ! CATCH BASIN Phone:(503)443.3900 ' �� PEA:(503)443.3700 3 5 6.0 W / !/ MANHOLE 1 5 18.0 W 323. O fW 31 .4-0 3t.'J5 C }} 1 T 31 . 318. OEIW 1 21 G 317 G 1 4. (L ' ! 314 1 T 315.5 TC 1.15 r ZG'+J c �� TW FINISH GRADE AT TOP OF WALL* 0 2 G - G 15.00 G 314.85 TC z , 315.9 TC ~ i r gyy FINISH GRADE AT BOTTOM OF WALL ACCESS MH �'-- 315.40 G I RIM .313.- Q��AATC 1 314.30jL 313. 4.35 G v 3 SFO PROF 21.2E 4 ( 1 .1 TC r� �; 13,80.., CB 1 5 13.49 80 TC - Z TC TOP OF' CURB \`�� 1 1}1 20.75 ; r 316.80 313.70 h RIM 3 3.3 313.90 TIC C9 X13. • 31 4 O I ( I 13.85 TG 313.15 CB �, + ( 1 321. G 313.60 313.35 G RIM 313.35 31,x.50 313.4011 3T3.1,0 5 C 31315 ' G GUTTER / 14.7 T // 14_0 . TC., �!- 1 IK 4 a 1 1 1 314.20 ___ 13.50 G; 314 15 T - *WALL DESIGNER TO ALLOW FOR CAP HEIGHT; TOP 0 eCON } 1 3� .20 G -. i 31'4.- e-TC - e0 �w-o- } 321.25} TCv r 516 TC• 313. 1 6 G T 3 4.26 313. 0 G I.•--i -- Ir'. �' OF CAP TO BE MIN. 3" ABOVE FG � ► 25, f T R 31 5 \ 314 5 z. 3i 3.25 - !ti. qRl 0Rv 2 31 ,. O G 13. C t 5 314.10 i r . 1,! K E 32.0 TC 1 13 G 14.1 C i J 314.00 C 313. \' 1� 4.15 TC S �� G ------� l 30.5QfW 3r -� a 31 S✓ ?w•s -. EXPIRES: 6/30/07 -- -- ---•' _ _ - ... _.....�_.114.35._..�. .. ........ ..._4.-�eo. , I ` !_ 2.508 M 313.90 / T - x 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION AND 21.00 T ` I �c /1 .4 _, 313.76 TC .,�= 322.258W / 320.50 � `` - • "� 313.8U TC 314.00v /r.l: -1 J t'` .-1,1 � •{ 313.40 THE PROJECT SPECIFICATIONS. II "" 314.15 TC I / 14.20 314.35 313.35 31`2 U 2. THE CONTRACTOR SHALL HAVE A FULL SLZ OF THE CURRENT APPROVED L 313.65 G 314.25 T / 31�.A9' __S. - CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJE :T SITE AT ALL 328.00TW j - 314.25 314.35 314.2 313.75 G 314.3 TIMES. r rn RIM 312.90 322.00BW f 3 1.50 TC -- =313• I i 314.25 314.35 ( _314.25 ].00 G ` \ 13.80 (-�' 313.90 314.35 L_314.15 TC - _ r - 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, 3 r' i 320.6 8.50TVv' ,n 313.35 313.65 Gr;, v BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. 20.10 G 1 31 20 - LK S ' T- 314.25 314.35 '� 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH I 1 \ \ "" \314. 0 - W (ICJ` 420 '� AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC CONFIRM VAULT LOCATIONS 326.00 fW i 314.10 ' . 322.00BW � _ 319.80 3 7.70 C • B ' � - i- WITH ENGINEER. J I \ 19.3 G `\3t 20 RIM 314.00 _ r 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF r I 31 >�'- CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED / I 15.75 T } 318.50TW p .r !NTERVALS. 24-HOUR NOTICE IS REQUIRED. 314.25 - WALK (S) FF 314.40 l f ! 5.25 'G 315.70 - WALK (N) �� 6. EXISTING CONDITIONS BASED ON SURVEY PREPARED BY COFFMAN EXCAVATION. -c c' 3i4.5 TC 1 314.35 314. 1 314.35 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE i o ( \QC 31 .1 U T 1- 314.35 - WALK __ `' GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 F7 AT FINISH 322.7TC '� a�18. G # 316.20 GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH 322.25 5 TC 3181 OT 316.75 '�? •�� r.RAnwr,.32a.00Tw 2� 32 31 G 31433 - WALKS S - ; 323.00BW�` /'�_ 319.4 TC 16.OQ�- LK ,-316.50 �r �� 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED Pacific NW - \ 5 �I 309.0 'f , \ �� GRADE, WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY It 318.80 309.50 309.5 �- AND RUNOFF PROTECTION. CONTRACTOR IS RESPONSIBLE TO COORDINATE �. r \\_• _ GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. Phopert ies i 322. 5 Gy Ii 317.80 TC -- t __,316.50 315.85 - INSIDE FF 315.90 309.25 �_ 307.6 � �_ 319.27 � ' 315.50 323.50TW - �-- 317.99 '! REVISED EXISTING GRADES BASED ON TOPOGRAPHIC SURVEY BY ITEC ENGINEERS 323.00BW - �- 17.40 000 INC. DATED 3/8/06 - - - _- - U3350 - r �- 317.70 i 1 4 � r / ��- ��• �. / �� _ s� 6600 S1't' 105th we. Suite "� a.- � : ,- 30 1 IC IC Beaverton, Oregon 97008 `;1 ,� „� ;jj' �;1 f 11,1• ;'`' 1 d • tri './�Il.� ,�,/�- Fill"�` J• l `• 7.75 � SW 68TH AVENUE � Project: Tigard Triangle Commons - Building Four 11740 SW 68th Parkway NORTH EXISTING DRIVEWAY - Tigard, Oregon MATCH WIDTH & GRADE BCAI_E T 20 _ R/W LINE r-SEE NOTE 3 6" ____4L___ 8 211 SEE NOTE 4 SIDEWALK f - - - Sheet "Title: 310 1 313.80TCT 313.85GC 313.3OG 313.60TC 1 316.75 14. 5 314,40 313.90TC Building Four 14, 1 6 1 .40 313.406 7 31.3.106 31.3.75TC SEE _-Y NOTE 3 LANDSCAPE 315.40 313.25G 4' 2 WELL _� --� 14 5 SEE NOTE Grading g Plan 31:5. 5 319 5 I� (�-+.•+• }I.- - .. + -t 6' 30; MAX 6 J� t 10 MIN 0 314.2 _ (I I l,_! , I PLAN 1 I I I 1 t--L_..J- 1 J._ Y-1 `�...�` R� {�i 1 ` 314.85,-,/r-- (, r; 313,5 + r O I __. �� I ww., �.1 ..," " PROJECTED TOPE 2AX / `I 3/4 OF CURB------ a�. '� \ .__._.._�_._.-_�._ -��.. ._�-_ I ..._._l._ --- ---- 01� -�,T,-..�_ f d _ 4 - f)- H1 - 313.85 "`; 314.20 STREET 1Il Iii e� \ 313.23 3 k' __.. ._ �-'--- O q- 0 0 •. Revisions: 312.93TC (E 315.2 TC n �i `l� �� rr.� f+ r, r r r 6" X 6" 10 GA MESH , May 19, 2006 314.796 E 14,21TC E 312.436 (E I - - t r, , •��;LT Ilr�ll �af�lillmu�ill (TSEE NOTE NO. 4 Retaining Wall Revision �14.74TC Ems313.716 (E) 313.48TC E j ', �_ 2" OF AGGREGATE 2. September 14, 2006 314.24G (E) 314.02TC E 313.66TC E 312.98G (E) SECT�N P-A (3/4"-0") COMPACTED Grading & Water Service 314.56TC E 313.52G (E) 313.16G (F 314.06G (E z ,r� NOTES: ___.v -�___ _ _ __�T _ 1_ ___. -�� --.---------------.--- - ------------- ------- 1 CONCRE'!E COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AFTER 28 DAYS. SW Q 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. OCALA T . fQ SCIAI.Ja T . 10' 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FP,OM SUBGRADE TO FINISH GRADE. W., 4- 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. MIIDNEN DESIGN GROUP, P.C., 4006 ALL RIGHTS RESERAP �, THESE DRAWINGS ARE. THE PROPERTY OF MILDREN DESiGN GROUP, NOT TO If USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH T-E PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. i __ Date: 10 May M DATE W%I" NO SCALE ENGNEEAMG nEVARTErtNT STANDARD DRIVEWAY DWG. NO. Dravin by: Checked by: Irm f.a NAu M.YR. VIM w/LANDSCAPE STRIPS 14.1 JEC KJK CITY OF YWM _ MODIFIED Job Number: 101100.01 Sheet 1 P o `� CQ•+D NTS C2.0 Contractor Revision -- May 2006 T.M.Rippe-Pr�No.3M i IIII 11110111111111111 IIII III 1111 IIII I'll IUI IIII IIII"1111 ! II IIII II11 IIII IIIIIIIII 1111 IIIIIIIII Ilii IIII'I 1111 IIII 111{11'1 1111 IIII 1111 IIII IIII IIN III IIII Illi I IIII II11 Ilii IIII; "•...,.,w...,..••,..........UT`�"T""�'•�'-'M'�� '""""��-"'M G m I I U I I I I i IIIIIIIII 11f II11II I I11111I I i I I I(II i I t l l l l l l l l l, I 1 I I I I I I I I I � ., � IT � � � � b l iI 111111 LEaIBIILITY STRIP c.. DTT" I 1 I I7 I3 14 � Id Iy IB 10 20 21 22 23 24 ZS 28 27 29 29 30 al, , ILL 1111111"alld", y:4 •1 I. 1 c , 1A 11 • IJJ •4 4 F i � k , i 1 5 � 7 _ LEGEND �,-_- 1 iso o / �� I I -IT- ° \ SANITARY IM_H�� - - NEW alb MILDREN DESIGN GROUP, P.C. i Jf1� __L_ -- -- jr,- _-- _-- -�-- I fir .-air_ �i,�� r �.�: �I�-:.�t1�:,�r�rl([:: I F g \� \ \ \\ \�` SANITARY SEWER UNE ---SS-- ---------- , - ARCHITECTURE • SPACE PLANNING - LTJ -- -�.r is�� .�: r�r •'`�-- STORM SEWER UNE 327.01 TC E 325,09TC E �`� \ \ - _ FIRE WATER LINE -----FW- --- ----;W - 7650 S.W. Beveland,Suite 120 326.95G E 325.03G E - - - DOMESTIC WAFER LINE ----- _. __. __ - �. - - - - -- ---- --- -- -- - RETAINING WALL GRAIN 4" DIAMETER PERFORATED ----vW-.-'�" - - ^'--- Tigard Oregon 97223-8692 R;AT E FDC ! \ - - TELEPHONE UNE -T--- -----__.---___ ...---- Voice:503-244-0552 .` ! S 67 TH AVENUE/ Fax. 503-244-0417 BUILD W.�L CONTRACTof2 TO COORDI ATt WITH �, - -_ ELECTRIC UNE --- GEOTE014NI AL ENGINEEPI SEE DETAIL I \ - `- = � NATURAL GAS LINE -G-- I I IE 13 3 00 - - _ ° ❑ * ° ° ° �} I o "- o - o +1 ° CT1NG STORM �LATERA - = 4 _�� CATCH BASIN ELEVATIONS �B NFFT1- RIM 100.00 /f 4_ -'TER-A0` P 0 S OL CfION r p IE 97.00 1I��.Pi 'NAR QUALITY VAULT - / MH E'raATi 'S - • I ATERIAL ,,8�''F1RE MANHOLE ELEVATIONS 00.00 T.M. RIPPEY SOUTH RIM 311,$.5---MATCH FIG ° PERMI TRIM PROVIDE WRAP C� AMMOCO 2092 - '� 3 ' i 'S �✓ AT EACH JOINT - MIN 2' WIDL NOF TH RJ)slt 4.50 MATCH FG ''? � / /� Ti '�� IE 9 00 cor+sltirlirGEvclNl xs IE 1 /X2.55 CO -_, EXISTIN40" 7W SW Boyd.Sme Iw CO -' 123:�.RS".' ..�:_ --- _ - - __ -s� / FIAIN EXISTING (E) 1 15prd ae�x'vm3 = �' J / SEE R DOWNSPOUT ops Phone:(3031413-3900 / E F=(3U3)4�3.3700 i �: -3 (SEPAR� CLEANOUT •CO 6" P I - � 6" SOLID IE IN 305. OR MANHOLE O 1 1 ,.� 6" PE " O 3% 0-3 - {E OUT 30 12" FIRE HYDRANT AFH I� I �� I �' 2� F PERF - CO / �� O 1.3% CO BOTTOM 0 F; 302.00 1s i I CATCH BASIN a /� -312.00 _31�I-------I /� DOUBLE DETECTOR CHECK VALVE ®DDCV - IKit*" 0 WATER METER \ �'� ACCESS MH 1O 9.676 - BACK FLOW PREVENTCR CDB ��D PROFFf I CO / IE 310 55 6% 3Az C) ' II FLIM 313.7ATCFj.FG 0 O _ I IE�O7.75 CB - WATER VANE ®WV I 6.5X1 70 IE IN 31 C,'-'5Q_(I! EAST) 4.3�C 8 ® ,.8x �ICAL - RIM 313.35 6` 0�3X `` cam, t• 1 �P �y II I ( IE 31 00 5., P R -_ ` /-� ---� CB r r I I - I 3'10.7f7 IE IN _3117"50 (6" NORTH)'-* �/ r 4-I IE=311.35 3�31� E 3 .25 - °� IE 31 .00 ," OLID --- RIM 313.35 I �., CO �'"(SLIT 305.90 (8" NW) IE=311.10 •, 1 t !E OUT 305.00 72" S) IE=311..35 4� Q RETAINING WALL DRAIN - 4" DIAMETER PERFORATED i 6" O % _ I - - GENERAL (VOTES Zjy 25.�� l ,- I A 'Ad A I i o" O 0.5% BUILD WALL CONTRACTOR TO COORDINATE WITH ! __ 1 308. _ G ' .[ 1 6" PERF k M 313.05 IE 311.20 V/ 8" ® � �qR�KORO ` ENGINEER SEE DETAIL. I _ 1.0% - I GEOTECHNICAL ENG EE 1 IE=311.05 6` O S.SX �`- X 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EXPIRES: 6/30/07 I IE ±318.00 1 IE 310.95 _ EDITION OF THE INTERNATIONAL PLUMBING CODE, INTERNATIONAL. BUILDINC I 6 01 CODE, AND THE INTERNATIONAL FIRE CODE. WORM SHALL ALSO CONFORM! IE . 0 I " SOLI 2X �► ,� L� L�L. _ " _ E_ TO THE STANDARDS OF THE CITY OF TIGARD AND TO PROJECT r; _h, _� _ SPECIFIC4TIONS. 2. THE CONTRACTOR SHALL HAVE A FULL SE'- OF THE CURRENT APPROVED ( { 1 RD _ CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT 111 , ! IE 511.45 IE=a12 90 (TTP) CB +- ALL 71MES. 6 PERF`.0 1.25% -- RIM 312.90 --� 6" BACKFLOW PREVENTOR IN VAULT '..20 a I WITH ACCESS LID. MINIMUM VAULT IE=311.15 �� 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, 0 _ 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. v 1 I SIZE 3'X5'. 6^O 28X - I, RIM 314.00 0 4. TAE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES IN \ , � \ ` IE 311.50 ° SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM I 4" PERFORATED PIPE IN GEOTECHNICAL _ VAULT LOCATIONS WITH ENGINEER. CB FABRIC SOCK, COORDINATE WITH 5 JI \ CO\� \ \ 1 GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED \ \ EM332.pp0 SET AT BOTTOM OF FOOTING. OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT ° ° REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 6" DCDV INSIDE BUILDING WITH EF 14 IJQ 3` FDC LINE VALVES BY FIRE 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, / 6'SANITARY SEWER� BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. SYSTEM DESIGNER (SEPARATE SERVICE LATERAL �� 0 r \ \\ PERMIT TO COMLPY WITH NFPA IE 301.95 _ -- -�- I, 13 ac 24). SEE FIRE SPRINKLER � � I 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH IPC CHAPTER 0 \� � ��` � \\ _ CONSTRUCTION PLANS 'SEPARATE O � � o - ° �[ErsHowNT10N 707 AND SECTION 719. NOT All REQUIRED CLEAN OUTS ��''`'' �! 1 PERMIT) FOR CONTINUATION. Pacific W 5 \ \\ 3" FDC LINE w 1 $[ " SAN17 8. EXISTING CONDITIONS BASED ON SURVEY PREPARED BY COFFMAN _ \ \ COI 6" STUB FOR BUILDINGCE EXCAVATION. - _ 1 _� Proper± ies FIRE SERVICE -� • 9. THE CONTRACTOR SHALL VERIFY ANG CONFIRM EXISTING CONDITIONS. \ INSTALL 6`X2" TEE \_ NOTIFY ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. CO -- \` 1 FOR DOMES'IC WATER 0 O - POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOL LING IOno" I 'ph! UBLIC�PA CO _ - `• � PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT IS THE ,h _ _�-T -�- - - - r CONTRACTORS REN O ENCOUNTERED, TO SCHEDULE POTHOSLING SUCH THAT IF - _- I / I CONF�CTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE MODIF ED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE 6600 S�\ 105th Ave.,Suite 175 1 7 JURISDICTION WITHOUT IMPACTNG THE PROJECT SCHEDULE. U. "1 TT- ° I ° 0 I I - - -4•� - - - �' �`'- - �' 10. STORM DRAIN FITTINGS ARE TO BE CONCENTRIC. Beaverton,OregOa 97008 1 � \ EXISTING 6" PUBLIC FIRE SEF'"NCE WI Tri ,% t 1. SITE RUNOFF HAS BEEN QUANTIFIED USING RATIONAL METHOD ANALYSIS. INS�ALBL 1 WATER METER-/ RESTRAINED JOINTS AND VALVE AT MAIN. - PIPE SIZING IS BASED ON MANUBS I G'SUTE FORMULA WITH N=0.01 R IF THE '� a-�' ' CONTRACTOR DESIRES TO SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE REVISION OF CALCULATIONS WILL BE NECESSARY. THE CONTRACTOR MAY 2" SERVICE TO BUILDING I CONTACT THE ENGINEER FOR THE REVISIONS. INSTALL 90' BEND - ---- INSTALL 90' BEND t2. PROVIDE DRAINAGE FROM WATER METER VAULT AS REQUIRED BY THE AND THRUST BLOCK \\ AND THRUST BLOCK REMOVE EXCESS JURISDICTION. oPROVIDE 11/2HP PUMP WITH DISCHARGE TO HEALTH \ DEPARTMENT APPROVED OCAT13M. PROVIDE CONDUIT, WIRE, AND CONTROLS _ WATER LINE TO BUILDING EQUIPMENT ROOM. ^ONTR4CTOR TO COORDINATE WITH Tig-ar d ELECTRICAL CONTRACTOR TO PROVIDE A DEDICATED CIRCUIT FOR THE PUMP. \ 6" PUBLIC WATER UNE I 13. DOMESTIC WATER ONES AND ACCESSORIES BETWEEN THE WATER METER AND Triangle \ INSTALL 90' BEND I THE BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY AND THRUST BLOCK A LICENSED PLUMBING CONTRACTOR. Commons - 14. UTILITIES WITHIN FIE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT B u 1 ld i n g Four EDITION OF THE IPC. � 15. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE 11740 SW 68th Parkway, NOR7H APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES Tigard,Oregon L'TOROTHER BY APPROVED SF�NGS OF EQUIVALENTENTH BEND, IGSWEEBEND, ONE-SIXTH BEND 0 SCALE T WO' 16. INLETS AND OUTLETS 7'0 ON-SITE MANHOLES SHALL HAVE FLEXIBLE CONNECTION NO CLOSER THAN 12" AND NO FARTHER THAN 36` FROM THE MANHOLE. AC BASE ROCK 17. MANHOLES SHALL IiAE SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET PER THE OREGON -- PLUMBING SPECIALTY CODE. Sheet Title °•°°° . %/ III_III= ---- 18. PERFORATED PIPE TO BE PVC, ASTM 3034, OR HDPE ASTM F403 B Ll 1 ld 111 FOL1I� ••° III.=III o o. 11 GE�OTEXTiLE _ Site Utility Plan I DRAIN ROCK - ODOT SS 00430.11 I - 6" DCDV INSIDE BUILDING WITH - GRANULAR BACKFILL MATERIAL • / DRAIN ROCK 3 D( LINE VALVES BY FIRE 2' MAXIMUM PARTICLE SIZE LESS II c SYSTEM DESIGNER (SEPARATE 3" FOC LINE _ PERMIT TO COMLPY WITH NFPA THAN2%2X PASSING N0. 200 SIEVE. °°/ `c'S 13 & 24). SEE FIRE SPRINKLER / 6" STUB FOR BUILDING MAW III= ,"�, MODULAR BLC;ti„ WALL CONSTRUCTION FLANS (SEPARATE FIRE SERVICE II III III a / --III�I I1 NOTE: - PERMIT) FOR CONTINUATION. / III I VERIFY ALL c F TA DO 6"X2"C TEF REQUIREMENTS W/ - FOR DOMESTIC WATER HIE- = PRIOR TO START OF c .•° CONSTRUCTION _ - ` °• III=I I I�_ _ c 15' PUBLIC WATER_ _ - - -- EASEMENT - - - - 1^III III III I11 I�I 111 -. � I� - - - 4` DIAMETER PERF PIPE I ' Revisions N. WITH GEOTECHNICAL FABRIC RES RAI D JOINT AN A MAI 2 _SERVICE TO ILDING _ 1. May 19, 2006 --- - - -`-�--�-_�_-=� Retaining Wall Revision - p O O 2. September 14,2006 " 1 TFOCH 8401.E MTAL -- .,� Grading 8 Water Service �` AND T14RUSSTT�BL-ODCIC ' INSTALL 90 BEND �, .� NOT TO SCALE vV��J AND THRUST BLOCK REMOVE EXCESS WATER LINE hSTALL QQ sEND \_ 6" PUBIC 'VATER LINE AND THRUST BLOCK I, 7 NIIDRIEN OE" P.C. 2004. ALL THESE DRAINNGS ARE THE PROPERTY OF 3 WATER DBTAL ��MTg RElER�ED _-____ MILDRFN DESIGN GROUP, P.C. AND ARE NOT TO NE USED OR REPRODUCED IN ANY aI hr l6',, ° 1•n1Q' ;r rlr � �� 4ANNFR. EXCEPT WITH THE PRIOR WRITTEN .. Fr"I''.ir"^,:- '•: •,.� PERMISSION OF Y1L.DREN DESMON SOUP, PC. 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Aj — P Ash- Of Tiga d Trianqle ITER - PLANy I Ew I _ - _ p r•.r ----- �..Q nl 1110 i15 R _.ildinQ Foul. �_'�°F.t+l.l�s11r%_ W.1.W f"_r� �. - _----.. ♦_ '_ -- • -� _ _ =a<T 6• x 8' STORMFILTE -R CTI Yo - _ V: - �¢►cew:1 SECTION Ems O _ 1,,, _ 1`_ �1�- -� N -'-- 'tr'-'---------; E r Building F.��::� �1te L�t �11` .�• _ »�_1, `Ir, _ _ '= -` --- ---------- Detill x 8' STORYFILTER - SECTION VIEW A •_� „�+.a x� � x S' ST3RIJFh 'EF -_TOP VIEW .r .1: �::• -:, .� :.�!.:.n•w int. w.t T .:d NO 110• r ! 6' x 8, PRECAST STOR1/FILTER x 8• 'RECAST STORYFILTER k{ PLAN AND SECTION VIEWS t/t TOP v!t rr AND SECTION VIEWS, NOTES AND DATA � STANDARD DETAIL � STA;,DARD DETAIL !&•eSf1<?f /It. ■AR/NEstRr / s. R ■lw ru MwE- El � i�nFE �E 4 MimiR 4 T t E7E •+MIT1m APE •ii'Mt_ :131? ;".G ••[ ME =�Nrt3.nra � QL'wF•'� .F-T.,r3� 7M:>_F - Drt 3 X&-an b.• .IEE AA+ - rch 2Q06 - Bid Set ala �r -=wm- lC 3-f �d _...,.. -,«« 1..w.. x►l.r�sr. , _ w -_ .....�.._:. ..... :... .. ,a.n.r.,..,,..,a..;.••r1+IrWaW -- _..._.-__.._. k;i+t !t'•'" rut'L c `.al�M, aia,_ g, z 7" -�+ 4".? l7ti F4r;,11I fs 19 C'•:1u,y! �.,,pt».F :a. sq.•; r1?~ i,, 1 t� r 3ox aJ 1s . ter,,,,..•-:h. ii�4'i 1- 5 �'9��,4� 'R1{�1'4D i'. �H t.'� '�^.r,FN' d"`�t ilf�"� �M i«•'q:�..�}�7�, d rr � kr. 1 4 1 r I o . ..... r ....w.__........._. -., _._a.... �. ....._ .-... .; ,,., ... .._ ..� .. .. .�. .... .. . - ..-.•s..._,u....a...,..,..-...w«.VLwr- _usi -._•=smiLW7.�h1`Ui.M1�.- WW6- - YLLri4llt�1_ -- MAW .IYw�.:�L. ..:�.wnwwurwwrrnYiaWlYr��KW .r.'u+v.....�r-a_...�w•+..aw+ I I s � — _ — -- _ LEC ND G;SN 677H A VENUE f Ap -- - - ---�---- - ----- - - ---- -- - •- --- i!'- -- - - \ ^ -- ._ .1._ _:�: =1:''A1: _:M:�_K - ? i:_ A.'_7 ,� . . a.. � _I _�-�. _~:_- 1 .,..,_ .. _ --� � -- - - "'_ _.•__ -- q--. --�._. _i_:¢:-.____. :.� ._.-rte _ _._..._.-.�.._' '�. .! _�..—_ f.r+ `+ —,�� .� 1.---� ` �: L ''CSI S'Y ir.ae•1�.'algin i�• +� ; - • -• .• : : __ EROSION CONTROL. PLAN GENERAL- NOTES - -- -- -- - - - - - -:-,Nl- -y- -- - -- _ 1 _ _. �\ ---- - - _..-- or �' --( '� �� 'MI- ... y -rh til'RI _ _. .RI _'M _ _Lh • ' � , - ---- n�_ I~ f-RI W ^I�Yr'e'au_�. _ta: II/F_�I �-.�. '-' �.y`IryJ• - -_ - -- i ~ -✓ - L,ay-_y,��G-,,w- -.: =IJ_114 X1+4 ='- _'• r'-r.' SE Sir 1/ 1 •.1 _ - Ih Rr._�It_ I:Ih M t •a,-�1'J: ih.: _.%.�.IrJ_-_ y- '� _ � _ t_ _ ha_ f -i?- _,,I�h _�':�. rt^'� _I_�•. aJ_ _1`i _ .'-.Ll•+�`.-_ - - =�Ry_I-1:Rd.. :��_�!'1J: - __ -aa- ✓ IJf —Sh --I_ - -- J-eL -r 'r✓,_.1,�1` t� . 'hr'_S- ~11 r+.' 'I,`�. - _ :"` .r lFth'-_�= •tom` -'- _ _ - -'� _py,�`- cam' 1 , . . : _ �_ INlr�► %�.�t.��- ---- � h� M! -f i•1 �x _�l'- _--Sw�RJ: -y "-:'�V _ ,`I 1 O, l�� 11�� -' f_A� -.+ I M`'h _y`=+ Ki_.-. ',1 ^Y_ I.'�h�:-=�W -'•---a I. _ _ - -�-_ y ---�r---- � wF_tc_.�= M''-_.Y ='_ _r=:_ -. '�_'- -r+- i>_ -i•� h�_i� •-_ _ •-- - - - - _ -- ; - i _. - - -- -- - - --- - -- - -- -- --- - \ ta:la'I:M,ta_ - `1_A '-n1=:I_ .r t=-=�c :_:- t t -:-• : _ \ '.tA M!_ - .11:!h _1_taw•_`_ _1= _ y_"'_ - _-hu: W L'LZ _ -_ \ _� .-. -,L h _ F--t hfl: ia44--tih1_'hv+. _1"h �Y_ t' au .'•_. - _ _ ftE - �_ - .h _ _ Mi_�.• _ I _ _ _• -- __ _- SW 687 ! • A .EVUE - - T_ l T FENCE CONSTRUCTION NOTES :e' - -c -i&t:e '-:h j,lY 4,1,- -_: - _-c- _-_ _y..: -,1, --i� R . _.:- F _ - -�� --►4=r+.: - --r- - - 'i :� _ Via,=.+,_'' -_-• -, -_ _��'�_ __- iJ .. . _ =_- _ ti+- _-,- -_ _- :+. •- : -,i,- 'r,•'i,` _ I�PT1' hHA«4-,_ Li4- --ta - -c".'I:r L ai:•Lh._Iw : w1.lh_ Z— _ _ 7, 4,-_�Fi0�0�1 C�ONTi�OL PL.I�N _ �_ __ -� ,— :I__t — — -.t1.- BILL--r -RI 0 �XF r - � _ -tlklJta-� :�' -•=s. -- - - �y`-~=�- +u-- --'�-- -iL._ a,t1J_f�i.:-_ __ `i- Mr:1'!• s,'� MI - �+:,iAI- F--}L 'ZE -_ --: =- -_y. �__ _ _-+�� s rrLe hr_M -r z - :r ~fit •{:1 -vim : -�� t.o-M1t1'At_a'm`-JM1. -_ _�_-•IKfhU--t'_1---/R_' �ti1.- :✓:.•�t`s-«_r-�M_.Lw_ . _ -- _ '1+�:.'��•�s . m -,,J- --E ,'L` 'E1+ --E _; f } �r tI" Y i C C C C f C C C C �-!,Lo*-c*, DEsicN Cac\,F PC coke I - -_44-.4 I 1 � rwcr r i • , / ter/ � ` ��, 0 f .. FQ _ ° t ROOT BARKER-TYP. 1 _ --- — -- r•r. — _ i i ' � Q ` � — , _ _ Rt`,.`ER ROCK EDGE AT BLDG- FACADE • SEE DETAJL THkS SHEET — Pac if BUILDING FOUR P. UILDIN( _ 74---- - - TREE GRAT= -1 yp. T ^d FA9RWEAT-iER SI_CM Ti ianale - ------ - -- - - - - — - - - --- -- - -- --- - ---- - -- -- - - Commons Building One P18ntin - _- - LEGEND ssrw se Planting a 7 Al c+33 �i+�r�ca - Paofic Waac, be o 5 Misca.-ous sx-,er►sis 'P�.s��, cers - Ma��' Grass, - C8r �� - ,� ►*�a� �---- � _ Plan 9' B&B Weil t�:r�e'c: 3 szw- ter. at Lase J gay c aM.. F,.A p!a its. Space as shown` ' ga ccr't_ Full plans Space as she*^ 18 •+ �'---= M�itaf�L`'dS5 5�i�tE'R'S#,S 'Sa�'aCa^de � • 13 Gomt.s 'Edd�e's While Wcx�de+'' - D`�� Rites sarquire� -• RW Cijr r - Maw, grass `t 3 gai. ccrt. F-.A plants Space as stvwr 1 gay. ccnx_ Fut! pians. Scace as srt4Mr^ � Wil_. � 1Mezf xara�ed � at �' -- _ -- 1' �-- Rosa (. rrre&nXal - Scaret � Rase -- Impefata c�dnGa 'Rubra" - Jaoar.+� b ocoi Grass AAc - C'vr as alier c� ;a 'Redsipsre' Redsmre Pear �-F--- a--�GE " �Cx 3 gal. coot.. .ill plants. Space as strw�n t mar. cart. FuP. parts. 1T o.c. p t 3-1,7 �.af.. 8�4B. VYe+1 b�ci^re�d. Neacled at 8` 0F RJ-�o *x*rulrar 'Taunis' -• R.nockod wO-mr "� Wa�sxe+raia kagaro�es Baer St-awte'rj '�. _ C =` - uerr..uys rubra - Raid Oak 2$' BSB. Full punts, Space as staowvs► V mss. Ful pians. 18" o.c. -- 4' ca.. B&B. WePI tra*•ched. Faded at €3' 13 _- ^ - -- --- - +(�-- ''Gomel W aWmW - - Carex e� Vowies »oidrer ' Golder sedge - 30Car. drt,s c9erx:tnens • !n+cer a Cedar 24' B&B Ful piamft. Space as show-, t gal. cert_. Fuf! plants. Z' a 6" ' '�` �• _-- ---= 6' B&B Y,3' cal.). Fug tri. BraRthed to groundRlto a --_ _ v-- — E�?-----g aoderr�iron "C�' - R�� PaRnerro(issus l�es+ryara S+lver�r �:reeper + - @ Ex>sng 'SBS Re+ 21.SM. Ful ptarts_ Space as shown 1 gaff. staked. FuA pow ts. Soace as sr*wn 18 — $ - Rfh®phioi®pis OK*f a 'Clara' - fr-than Flawt v"* Campsis radcar 'Flava' - T%rroeA V'ore 2 q. coli_. Ful purls_ Space as stir*-m _ 1 gal. staked. Full plwm. Soace as s'►r1+u^ 3i'OC. - Leuooltm fa 4m Cl w " LeucxAhae �---_ Seeded Lawn 2 gal. dont.. NO plants. She as shown lM0 DAMM - n'PAR tiNote 0 OR AlFRM M4. 15 Ftr+ ia F;x rt� - t All r,ew lar*dS+capE' areas � be !�y a fifty -- - 2 gal. cord.. Ful! pkvft, Space as shorm alfC Ur�dergrr�+,.x►d RTit�at#CXt stem ---- "''�"p�'�3 ��^'=•',7E nra� �•c 0 -- _ RIVER ROCK EDGING � -- - - eel �x A-- � -E_�,,.,-. Q^— Corus sesjosa '�' - Do-W R it,� Wgw wd 2_ Ptam rock trawler as s�►cTMri' On pian - C ePROct � .ate sad aca ' �7�/�lir�w. � ^-4 X1101 MI[-'Va t gal- oorwp_. Ful pkv Space as stx)vm SIS 18-2. or approyed eodml om ter e- 2'::�:a 15 Sarcocacc:a ruscfoba - F"rXmit Sara=cce 3- P%wt material guar"hes shoran to{ re0erence __ --_ - -- - tktc' 3 gaf. coat.. Full pllm . Slime as - f MEo V1 it 5 gal_ cost-. FuAI pfd, Space ars stwwr st Y 7 � Bid Set - Juty 2006 L L I MOE -.n-ANpY ,y4 .. -- __._...- ._ « ..r ,awm• ar.w.wwq + > - ... 3 a a r 1 Z 23 .4 2 .'_x ZS 2''3 30X IT r , ��{ �I AXa �•�'�' 1!' ')!�1 t�lt,I',2i! :.k I. . T 4 T ' r t . tl $iAiR .y ..a `1, a t. :r...:,.s,..y......,......o.... .....au1.: --'—. ,,:°•tiWaWYYd°+W"-'°IYAr°i::il ...,' 1�116t►.�i— r.+.�..'z..r::.r_-.:'tea.r,:.ti.:'a::►•err's.IswadbklMWlawoiwnaw.w.if�s��+wli -__�yy. _ _ _.,nm .._ .., -.,»,..+....... .. ..»... ,.......n.,... - } NOTE: NOTES: NOTE" INSTALL CONTROLLER IN FIRE CONTROL Rc''OI1 - COORDINATE I l LOCATION OF Q(JICK COUPLER WITHIN SAL✓E BOX iS SHOWN FOR INST�.,L BAGKFLOW PREVENTOR PER CODE AND REQUIREMENTS OF PREVAILING JURISDICTIONS. WITH ARCHITECTURAL AND MECHANICAL DRAWIW55 CLARIFICATION ONLY. INSTALL OFF TOP OF BARK MULCH -SE1" FROM MAINLINE. 2.) EXACT FITTING REQUIREMENTS, COMPONENT 5H�.PE5 AND SEQUENCE - ---- ------- - ---- FLUS-( IN TURF AREAS MAY DIFFER FROM THAT SHOW FINISHED GRADE OR MILDREN DESIGN GROUP, P.C. - --- ----- - - ---- GATE VALVE (LINE SIZE) NG 3.) COORDINATE WORK WITH CIVIL DRAWINGS TOP OF SOD ARcttrrecruKt SPACE SuitPLAe 0 EACH SIDE --— � FOR MOUNTING 765g S.W. B K eland,Suite 12(1 t — S 11 Fi ard,Oregon 97223-8692 FINISHED GRADE _ I1- r SPECIFIED BACKFLOW I I--�= Voice:,�03-244-0552 . ---"-- ----- - I I-III- POP-UP ASSEMBLY PREVENTION ASSEMBLY -- J -- - -Iii-r ir-.. Fax:503-244-0417 � -- i-�- ----- INSTa �ALE{ r1p�T AS gPEGIFIEU — LINE SIZE GATE VALVE �� I ILII Z _ CARSON 1130 GREEN 50X BY MAG URE R. VERIFY LOCATION - - IF POSSIBLE LOCATE QUICK GGUPLER VI • { WITH 1130-P2L GREE WI H (XNER WITH VALVE IN BOX. INSTALL ASSEMBLY 1 :I I I I II r I 1-'I F-= LOGKI.NG COVER PER. DETAIL AND ATTACH WITH �11 - P.V.G. SGHED. W NIPPLE v i r i d i a n 3' ABOVE FINISHED GRADE -- D c COfy�u� I/2' GAL✓. PIPE x 3' LONG-ATTACH _ IED Y�WIR NG TO ELECTRICAL SERVICE. TO RISER WITH TWO 5.5. IRRIGATION BANDS ,;-I I ACHED. 40 P.v.C. 6TREET EL I(� .0 p 9CHED. 40 P.V.G. T x T gm DEG. EL ENVIRONMENTAL DESIGN SPECIFIED MAINLINE TO ZONES �'--�"--- `ICON?RSL W�W CONDUIT 5r?SEY�OND � _ --- AMETEK STANDARD VALVE BOX �- °° UNION EACH 510E EDGE OF BUILD1 I I- WITH GREEN C✓ LOCKING LID P.V.G. SGHED. 80 NIPPLE U I M=,, , —---- 813 SW Alder,Meamnine 8 o o •r— >o o v EXTENSION -- PROVIDE DRAIN HOLE IN CONDUIT E `I I — - 18 COIL OF WIRE FoMand•0.1 9722 - SUPPORT BLOCKS (TYPICAL) o _J_ ? �' 11' SPECIFIED AUTO. VALVE —LATERAL LINE . -- CL 200 PVC P X 503 2503.222,1839 1883 T BRICK OR CC NOTES: - - IRRIGATION LATERAL a ' ° ' ° ow• K ITYP.) ALL WIRES TO BE INSTALLED AS PER cp _ - SGHED. Ora ELBOW OR TEE BLOC _ I • • •, LOC.?L ODE. - UNION, EACH SIDE OF VALVE •V I 1 FLOW V . • i'i' 'IY=1'f' `•11• 'ili�•n,�• 8 MIN. � ROUND J __ .._ --- ---- _ -- 6 3 ROUND WASHED GRAVEL N GRAVEL � - •:�::•::::. MIN /4 SCHED. 40 P.'✓.G. STREE EL WASHED -- - .... .... .... --- CONCRETE THRUST BLOCK - 4' X 8' X Ib' CONCRETE BLCiCK14 REQ'D TYP. �Q IRRIGATION SUPPLY FROM METER -- - — MAINLINE 5CHED 40 • tiu cRo55 OR TEESWING JOINT r�`'�••�l BACKFLOW PREVENTION ASSEMBLY WALLMOUN T CONTROL. VALVE CONTROL VALVE ASSEMBLY — ASSEMBLY FOR ROTOR HEADS � \11c1OREC 'Nh11r, � 1 SCGLE: N'S Section SCNTS Section -- E N75 Section C�• �' Section chi I� i� ~ - --- ---- -- ---- 4PE AR - FINISHED GRADE -- FINISHED GRADE BLACK 4' SNUG CAPS BLACK 4' SNUG CAPS, MARK LOCATION ---- 3' MIN. FROM EDGE OF TRENCH, ACCURATELY ON RECORD DRAWINGS I IS INCHES (MIN) UNDER WALKS AND LOCKING MARKER, „AA TO READ PAVING OR FOOTING/ ' DRAIN VALVE I. 36 INCHES (MIN.) BELOW ROAD SURFACES. I ARJOUND OBSTRUCTTIIONSUST AS NEEDED TO NWHILE EGOT(MAINTAINING -TITi L AT LEAST INDICATED MINIMUM DEPTHS. � I�L FINISH GRADE -1 /•-- Tr 4' DIA. SCHED. 40 P.V.C. SLEEVE ITi- I_iil- ---- LENGTH AS REQUIRED _ 1 :1 — 4' DIA. -ACHED. 40 P.V.G. SLEEVE / SPECIFIED DRAIN VALVE (3/4') LENGTH AS REQUIRED Z z ,,,I — — SPECIFIED PIPE BACKFILL Iv . r PAVING BRASS GATE VALVE (LINE SIZE) _ — - _I i I- r' I IRRIGATION LATERAL OR MAIN LINE I '- � �_ I SPECIFIED �I CCMPAGTED T-i II11� iI 1 l _ _ i=,I( -1,I_ cD UL - - ° •, _ �- I r LATERAL LINE _ III i=1 FOR ROAD SUB-GRADE �I_ °• - BRICK OR CONCRETE BLOCK 1= 'I -7� _- _- -I 1T c r 1_ ` MAINLINE _ MAINLINE 1= I SLE_✓E: �LA55 200 PVC. I�titl�� -� ------ - - P.Y.G. 11 °. ° - I T BLOCK ! '; ! ✓CsE of Pacific N W ELBOW 1 - :I -) L E —I T _++ --- BRICK OR CONCRETE EXTEND 6 N HES BEYOND E I1=1' 2 CU. F?. SPECIFIED PEA GRAVEL I I 1 °• ;�= COMMON AND CONTROL WIRE PA'✓E*1EN CURB AND WALL. rr (BUNDLE 0 INTERVALS) - PEA GRAVEL _ TTiT Properties Ta- UTERI 12' MIN. 6600 SW 105th Ave.,Suite 175 Beaverton,Oregon 97008 MANUAL DRAIN VALVE ASSEMBLY GATE VALVE ASSEMBLY TRENCHING IN PLANTING AREA IRRIGATION SLEEVES UNDER PAVEMENT E Section SC/:LE NT5 Section 7 5 4' E NTS Sect on _ N-5 NOTE: STAN TREE STAKES NOTE: STAIN TREE STAKES LIZ AS SPECIFIED AS SPECIFIED AA INPrniect: ---- — ! �j 4 MIN. FROM EDGE OF PAVINGFINISHED GRADE, I `31" STAKING AN STAKING PLAN Tigard CURB OR BU'LDING ----FLUSH IN LAWN PL _ -- -- (3) 2' DIAM. STAKES, AS Triangle (3) 2' DIAM. STAKES, A5 � FINISHED GRADE OR I SPECIFIED. ATTACH TO TREE WITH C, SPECIFIED. ATTACH TO TREE WITH - TOP OF 50D I 'CINCH TIES,' NAIL TO STAKE. 'CINCH TIES,' NAIL TO STAKE. I Commons SPECIFIED — -- - — -- TOP OF BARK MULCH - I1-1� TREE SPECIFIED -- SET G Building Four I0' ROUND VALVE BOX / SET CROWN OF ROOTBALL TREE AT FINISH CTBALL r :III;III _ -" AT FINISH GRADE ____ _ 68th and Dartmouth — POP-UP ASSEMBLY —(j( SPECIFIED QUICK COUPLING VALVEREMOVE BURLAP FROM TOP I/3 REMOVE BURLAP FROM TOP 1/3 Tigard,Oregon - OF ROOTBALL AFTER STAKING GRADE I I- MOUNTED :�/4' AL',O'✓E DIRT GRADE FINISH FINISH � OF ROOTBALL AFTER STAKING MARLEx STREET ELBOW I- GRADE — BARK MULCH - 2' DEPTH I W/RPIRAL BARB ELBOWS ----SCHED. SO P.V.C. NIPPLE, 3/4 X 8 MIN. BARK MULCH - 2' DEPTH \ BARK MULCH CIRCLE SHALL BARK MULCH CIRCLE SHALL 5WING PIPE ---SGHED. 40 P.V.C. STREET EL \ EXTEND 6' BE'�OND TREE \ EXTEND b' BEYOND TREE (POLY PIPE 4' MAX. 4 14' MIN. LENGTH) -- -----SCHED. 40 P.V.C. T x ? 90 DEG. EL - _ -" STAKES IN TURF AREAS _ •.I=., I I STAKES IN TUR- AREAS - I IjA1 �_ --- -SGHED. 80 P.V.C.NIPPLE, 3/4 X 8 MIN. I� 11 1 BACKFILL SOIL MIXTURE shcct fltlr. MARLEX STREET ELBOW _ ---- - --� MAINLINE BACKFILL SOIL MIXTURE NATIVE SOILW/SPIRAL BAPB ELBOWS NATIVE 501L Planting and SGHED. 40 TEE CHED. 40 P.Y. . STREET EL -------- -SCHED. 40 ELBOW OR TEE I STAKES SHALL. EXTEND STAKES SHALL EXTEND ---- ------------ ---- LATERAL PIPE- GL 200 PVC I ROOTBALL DIA. V MINIMUM OF THREE FEET ROOTBALL DIA. MINIMUM OF THREE FEET Irrigation 4' INTO UNDISTURBED 501E SCARIFY SINTO UNDISTURBED SCIL IDES SCARIFY SIDES Details �`• i BOTTOM 4 BOTTOM ,4. POLY—PIPE ASSEMBLY FOR SPRAY HEAD'S QUICK—COUPLER VALVE ASSEMBLY CONIFEROUS TREE PLANTING � � r DECIDUOUS TREE PLANTING .J SCMLE: NT5 Section 10 SCALE: NT5 5ecttorl 1 1 5C4LE: NT5 Section 5C4LE: NTS Section R PROVIDE MIN. 4" CL EM ANCE FROM TOP Or• ROOTBALL TO 30TTOM OF GRATE Revisions: TREE GRATE AND FRAME FAIRWEATHER SLC48 Bid Set 13 March 21111(, (1) ALL GROUND COVER SHALL BE PLANSPACING•NG PER ON CENTEED AT EQUAL TRI ANGULAR SPAD ti ING _ SET CF.'OLW OF ROOTBALL I' A5 SPECIFIED ON PLANTING PLAN -- - A (SARK MULGH -� ABOVE FINISH GRADI= ° FIN15N GRADE ------ �'-- REMOVE BURLAP FROM TOP I'3 "- I - " d a ° OF ROOTBALL (2) LOCATE GROUND COVER ONE HALF OF SPECIFIED 5PACING I I=) I- -SCARIFY SIDES AND BOTTOMI •• DISTANCE FROM ANY CURB, CONCRETE SIDEWALK � � I•��I I=III a -BACKFILL 501L MIXTURE SIDEWALK, OR OTHER HARD - III= 4 1 --m"_ NATIVE 501L ✓ 5URFACE, UNLESS OTHERWISE _ _ - -_ I" A•I/NUS WASHED RIVER I I—I I I SPECIFIED. ROCK - 2" DcPI;� / =III= I I=III III- °� �® r 2006. °u ROOTBALL DIA. —� NOT�To K UKV a RUWWLPCM N ANY + , 4' ROOT BARRIER -- TYP. ALL --_— 1 I III—III —III I I I� M��DRAWINGS ARE TME PROPERTY OF °,�RTH THE Wnr?EN ' ?— F:�1,fAL l 1= I I I I I i I I --► _�--- - FOUR SIDES — SEE SPECS ( vnwrsslau Or u1� ocslal W V . i Date: Drawn by: ( hecked by CURB AND GUTTER. MEO SEE CIVIL DRAWINGS. Job Number. 101100.04 SHRUB PLANTING ! ' GROUNDCOVER/ SHRUB COVER PLANTING TREE GRATE INST-ALLATION - Sheet `f 47 13 14 a -F . NITS Section . ro. SC _ Dd t - March 2006 l ` 1 ,..,^ . w,+M�+e..n-«s,.. _... ..,"._�.. ...- _._.._..-----T.-....�.__._.... _..,.._ ,,.^••.,nr..,,..., .,. .. �.. -.._----- _- -., cC•'..;_: ...:.._w».W:..w .,.•._ W«r.M..aw/W�r.....,,..Sews.m..ir._•,rMMY'fil"v._,.', CM 1 , ��ul�,� �i,�lnu unln�� n,�li'�,i I�illl�,� nnlnn nnlnn unlnlr unlnr:nNllnl r,lilun 10 Nnnl y1 1 11tr auluc nnlun uulnu uulu,l nnluull.ulun 11111111113 alion ni�lni uiijiul l unlnn nullnr uulmi un1n; LEGNPL"STMP j ( I 1 (' I to 1l• 4�a �l4 �e tt sale Qlo 30 ;, lOwAwl cw t t t tQ t3 is to t 1„ a t f 1 Dolt ly • r nr It30X^ b n ', fi r Keynotes_ _ C�- --' 1. CONCRETE TILT-jP WITH CMU AND BRICK VENEER 2. ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING TYPICAL 3. LINE OF FLOOR ABOVE MILDREN DESIGN GROUP, P.C. 3 4 5 \ g C� 4. INTERIOR CONCRETE SHEAR WALL - SEE STRUCTURAL ,RCMTECTURE • SPACE PLANNING 1 5. FURRED COLUMN - SEE STRUCTURAL 6. LINE OF MECHANICAL SHAFT ABOVE 7656 S.W. Be.eland Suite 120 201'-Oh' - _ 7 OVERHANG OF FLOOR ABOVE Tigard, Oregon 97223-6692 25 H" 89' 81�" -�-- 39'-71�t _ 46'_py�• --- 8. GLASS ENTRY CANOPY WITH TUBE STEEL FRAMING Voice: 503-244-0552 I 24'-834" I 31'-2Yi" I 17'-93+- t° 10'-O,N�' I 10'-4" I 20'-8• 5'-0" 9 BRICK AND CMU COLUMN, TYPICAL Fax: 503-244-0417 20'-8" 1.5'-113+ _ - - - 10. HOSE 8186 AT 30" ABOVE FINISH GRADE, TYPICAL OF (4) 15'-2Y" N 1 15'-2k2 25'-to" 11. PROVIDE IN 1" HIGH BLACK LETTERS ON ALUMINUM STOREFRONT 15'_10" 29'-4" 29'-4" _ 14'-Oh 23'-4}�" 23'-4Y2" 9'-4h" - A42 9'-02" I 19'-4h' SYSTEM FRAMING ABOVE DOOR, SIGNAGE SAYING "TH!S DOOR 9'-4Y2" - - _ 4'-93'4" 4'-93'4` E 3'-G" 2'-11 3'-O" -11 2'-10" 2' 11Y2' 3'-6" MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" 3'-s` 3'-tk�" - _ - -p 9'-9y2' 10'- -9- 12. FIRE EXTINGUISHER AND CABINET - SEE DETAIL 8/A6.3 2_ 11}� / Q -- ---- w�•___ "_" _'" "�- -- -- - ` 3'- 0� I 13. 6` STUD WHEN RAIN DRAIN IN FURRED SPACE ) F� I -� /� 14. OVERFLOW DRAIN 14 1 ✓ �,) 1 144A t -� E 11 11 JA A - -- - -- - ---- O --- _..__- - ------- - .t P1A3 1 ( 1 1 d CL `n - - -J 13 �A E I a VAC;ANT 11 _ 11 '`�. •� \ 1 �- 1 1 >L • 1 I ap in N � aN � I N O I I I I f 12'-9Y6" 12'-9�` 1 I I I .Ah c_ A y �: N 40 r 2y(�" x' 4 ' . 1 F-7_Ot ISI 2 NI 7 " �A2.4.t -� 1 1018 3 tote 10 n 41 -8Ya 18'-2Y2" 37'-2" 24'-A' I 1 OF ta'.` 1 � F1 FvaroR� - �t �. --- �.-------------- - - I DimerF on Notes 112 '�•-__ --_ -♦ 1 5'-83'4" 104 0 7'-11Y+ 1 1 CA I I A EXTERIOR DIMENSIONS ARE TO FACE OF CONCRETE TILT PANEL 1�2 1c3e 1 I N ry AND EDGE OF ROUGH OPENING UNLESS NOTED OTHERWISE N N i I - - - 1 f I i �± o ^ B. INTERIOR DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOARD I ^ I UNLESS NOTED OTHERWISE o i v o I I 106 I 121 ) 04I ` 1 4 I � I',¢_''_r� I � C. GRID LINE 0' T =1 °p 10 N D. CENTERLINE OF CONCRETE TILT PANEL _ I 105% o a t 1 0 i I I E/��TA E. CENTERLINE OF COLUMN 1 ,L I - I I I ' ♦ L 103 I F. VERIFY WITH MECHANICAL 5 a v I 6'-0' I H105 Y �� t I - 5'-83'i` 16 _ y2• tt�t I n I I ^ I ( t0 1058 I i 1 AS.6 I 1 o a I i 1 109 108 _ Ir ;,t i I Kt I 1 5'-234" n I 11 I Ij- AN 2'-44; _--i- 4� T-R 1 I i • -- i.. I T01c 1 '`� Owner: i � � 109 108 iG7� I I I I I a Q i I 12 ; I .cov N T 1 i� N N I I app _ 1'- ♦ www-w_w ww_ww-- _-___-_w_ __-w__w �- N A r I Pacific f- 1 Propert ie r" - - 1 ��uv0 Sµ 105th Ave..Suite 175 I 1 25'-6" i 6'- 5 "I 29'-it 13'_113 " 13.-2YS' h i �' � � ''�---- ---- -- --- ��•---r- - -----•---- �' 4 Bea%erton. Oregon 9700r i7 IRE CONTROL/ i A WAY `� I I , A4.1 a l I i SPRINKLER RI I 1'-IOY4 110 r4 71 :r I 4 I I I I ( o I C14 It A2.1.1 3 I 0 NO A4.1 •7'-lk+` -`I I ._ F A24.1 N I -- N SIM. -� it i 1'-1OY4" I 17 ` I N Pc 1 AS.6 d --- 1 -1oY+" I 1 . _ _ -- T i Qa rd I - ---- I I 1 15'-4v4" I' Pu, I w) � o 12 b u 1 <I 13 T _ 1` o a I ° - - ---- - _ a •. --- --- -- - L `n 1.1 a n Q l e In 1 I /�s 14) �_ CDI-11C110I15 ,♦ - - '1- 1\w�� 1108 _ -'- I / 4 _ I(D 1 4y�. I f 2 -t13,' B r B U 1 ld 111cr Four 1 - 3'-6` 3'-IV 2'-10' 1 1 2'-113'4' I 2'-11Y'+" 2'-113'4` 2'. 113'4" 2'-113'4" 2'-10" 3'-IY2' 3'-6• Yo1.A� I 14'-OY2' 9 4Y2" 5'-3" I 14'-OY4".C1 p 1 10'-0" 14'-OY," 1 5'-3' 9'-4Y2 24'-O.k' 24i0y3 9'-N4" 14'-ON2" 11740 aar .O• goo Parkway a 7'-7Y4" 30'-0' I 30'-C)" S'-Z4 Tigard.Oregon �••---� m----- ------ --� -- - - I 1 v - I r- 5'-0" 20'-8" 18'-2" i _ 38'-CY2" - 93'-6 20 -8" 149'-8Y2* 25'-8" 25'-8' -. - - 1 1 (�2 A4.1 `heel Trtle: - -- -- ---� I BulldlnQ Foul' Door Schedule _ First Floor Plan Wall Legend -- MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS i -- }} - ii � � NON-RAZED WALL Fly"�l IOOC WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE_ GROUP I 0 2 4 8 16 Nall �1 1 HR. RATED WALL TO STRUCTURE I 101A 6'-0" 7'-10" 112 -- SS GL GL A i 10",S 3'-6` 8'-0" 1-3/4* M1•L FF Sc ST B 2 ALL EXTERIOR WALLS 01A1 UNLESS DOTED OTHERWISE - SEE SHEET A5.1 101C 3'-6" 8'-0" 1-3/4 MTL FF SC ST B 2 _ ALL INTERIOR WALLS P3A UN! ESS NOTED OTHERWISE - SEE SHEET A5.1 101D 6'--0" 8'-0" 1-3/4' MTL FF_ SC ST D 3 *SEE A2.4.1 AND A2.4.2 FOR INTERIOR PARTITION TYPES 103A 3'-0" B'-0" 1-314* MTL FF SC ST C _4 _ *ALL STUD WALLS TO BE 20 GA. UNLESS NOTED OR SPECIFIED OTHERWISE 1038 3'-0" 7'-0" 1-3L4 MTL - FF SC ST C 5 *ALL INTERIOR WALLS TO EXTEND TO BOTTOM OF STRUCTURE ABOVE 105A 3'-0" 8'-0" 1-314 MTL FF Sc ST _ C 6 20 MINUTE RATED u� PER DETAIL 1/A5.1, UNLESS OTHEFWISE NOTED. 105A 3'-0" 8'-0" 1-3/4 MTL rF SC ST - C 4 105C 3'-0" 8'-0' 1-3%4 MTL FF SC ST C 7 _---- -- ��\ 108 3'-0" 8'-0" 1-3 4 MTL FF SC ST C 7 _ 109 3'-0" 8'-U' 1-3 '4 MTL FF SC ST C 7 - >r. - 1108 6'-0 7'-10" 1 2 AL FF AL FF E 1 _ `�Y��w- fv 2 ---- (� 11tH 3'-0" 8'-0" 1-3 4 MTL FF MTL S1 C 5 - Rei inions: 1 113A 3'-0" 8'-p" 1-3 4 AL_ CLR- AL CLR E 1 _-- _ -- 1138 3'-0' 8'-0` _L-374' AL CLR _ AL CLR _ E t i 02 February 2007 General Rei inion 113C 3'-O' 8'-0" 1-3/4 AL CLR -AL CLR E 1 _!4A 3'-0' 8'-0` 1- 3/4 AL CLR AL CLR E FF FACTORY FINISH AL ALUMINUM P GL GLASS (TEMPERED) CLR CLEAR FINISH P28 MTL METAL _ <I SC SOLID CORE WOOD FIEiL CONIRQLZ 4 ST STAIN (CLEAR) Door T_y�e ESER H CROVP. °= 2=C ALL RESEF�f�- r- 4• 4 \ - tl r4ESE DRA*"% ARE T$4 PROPER,, Or WkDREN PtSIGN OR". PC. AM ARE • - r _ \ NOT TO 9E USED OR REPRODUCED RIOR M ANY TTE PE NNVP.fttSS EXCEPT LD THE DESIGN wW. D _ PEAYtSStON 0� MILDREfI OES1fiN CROUP, °C Date: 6 !March 2006 \ \ Drawn bk Checked b%: D.AVi�tRw WEM C Job Number: 101100.04 Enlarged__ First Floor -- Room W bb4 - Sheet C -- -- - --- --- � SEE 1 ^ SEE A5.1 FOR PARTITIC'ry TYPES 0 1 2 4 8 1 A a c E Construction Set - May 2006 A2. 1 . 1 •ra xw+• _ ..,L..,. --- -'� .. _ "rn.w i.-,.,,A••, .rta4warA•• . „w1M.Mrw.Alw•,wra• .prtdllllMl4Gi t m I i►j C 2 4i1 Iltill 111 it+�l � lililll r:l�i�� . �hII 12�� 1 i'�� i � 124 II,�� I. ��:,�ii � 1•�'�� 0 2 i. 1 t' ` I 17 I" .,, _ .. �O•rn. .. 8 7 � 47 �r� V � 7 � t' � 8 � B 27 29 29 3'0 .'r. k^. 30X Ail .x _. .., . ... , ow i t 4 I 19'-93'4" Keynotes _ — i. CONCRETE TILT-UP I 2. ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING TYPICAL 3. CANOPY BELOW �'''� 4. MECHANICAL SHAFT MILDItI=N DESIGN GR(�11P, PC- 4. 4 1 g 4 ) �� 7 5. ROOF LADDER - SEE DETAILS 11/A5.2 n(tCtfITE�LURE SPACE PLANNING \-� n 2 J / 6. RAIN DRAIN, TYPICAL 7 650 S.W. Beveland,Suite 120 1 7. INTERIOR CONCRETE SHEAR WALL - SEE STRUCTURAL Tigard, Oregon 97223-8692 T — - 201=-Oh" _-- _ — 1 8. COLUMN, TYPICAL - SEE STRUCTURAL Voice: 503-244 52 25'-8" 89'-832" _ ^ — --39'-7Y2" _ �_ 46'-OY2" _ Fax: 503-244-0417 5'-0" _ 20'-8" 15'-?13'4 I 24'-834" I 31'-23," _— I 17'-931' `O —10_03�' I 10'-4" — I 20'-8" 5'-0" — — 15,_10* — 29'-4" 29'-..4' _ 15'-232" N 15'-232' 25'-10" — 14' -UY". 9'-4Y" 23'-432" 23'-432' 9'-4k�' _ A42 9'-4Y2" 19'-4Y2" - ----- --. - —'_ —^ _---r_ ------ 4'-93s 4'-934" 3'-1}2" -6" 3'_p• 2'-1132" 3'_p• 2 —I1 2� I -0" 9'-932" 10'- -9Y2" 2'-10" General Notes I ,� r —Ip" rr rrrrr r rrw rr rrr r r ` 3' p" 1 ' I A. FIRE EXTINGUISHERS TO BE LOCATED ON THE '-LOOR PRIOR TO II FUTURE TENANT IMPROVEMENTS; PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN 2-A:10B FOR -- EACH 3,000 SQ.FT. OF FLOOR AREA TRAVEL FROM ANY PORTON DA — I - ---�-- Y P1AJ 1 �\ - tA� 1 OF BUILDING NOT TO EXCEED 75'. 0 co o, 1 S E Az Dimension Notes �0 4� i14 1 I I ad ;� A. DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOARD AND 1' 1 1 ( 410 - INTERIOR WALL UNLESS NOTED OTHERWISE. 1R. , N o o I I 12 I I I I I ( I B. FACE OF CONCRETE TILT PANEL . • C4 4 T I I 2 j�v C. GRID LINE ' ' I I k D. CENTER OF MULLION q VI �+ E. ROUGH OPENING DIMENSIONS TYPICAL THIS FACE U�;._FSS OF 28'-6" 6'-9Y2" 20'-I • I NOTED OTHERWISE I 1 F. VERIFY WITH MECHANICAL B - - - I 1 I - 40-- �- I H FTI 1 G. CENTERLINE OF COLUMN IS GRID LINE STAIR ' ---- -- -- - -"---_ 1 203 H. FACE/CONCRETE -- - -- 2t( �1 i AIR lou 1 c 1. EDGE OF ROUGH OPENING ' 1 206TpATP1 T= 5 202 NN 1 DOW 7oo.NBto I i h IIlkU 1 1 CJ ♦rr ` I FTT 1 � rn a ^ 1 209 2GC 1 1 I I M pn 1 I t8 0 0 0 11 I VAATT j 1 1 2' 051 - 1 24'-2Y8„ MEN l WOMEN � I 1 I �' a. CNN I I 209 � 208 1 I I Oj __ N N Pacific BTW r4° �� elf I ------ w--rr—r—r------ N s Propert ies 0 7i 1 {" p -- - — - r-- - ?- — - - ! - - r--- - - - -- ----- - --�-- -- --t-- - -T - - - __ 6f ,� 105th Aye., Suite 175 r I 1 Yz" - 25'- 113 " j i I Bea\erton. Oregon 97 008 --+ 3'-6Y4' I 1 t ! I — --� 4 �Irrwrrrrrrwr rrrr rrrrrrr ----- ------ C:, wrrr rrrrrw o I I I I I o 0 i I O 5 C � I I I 5 I v N n 0 In _o As.2 — :'v Tigard p i a Triangle y -- -- - — --_- — — _--- J 1 - - -- ` I .ollln1olZS - - Building Four t0" ' _ - TYPICAL 11550 SN 67th Avenue 3'-6" 3'-1Y2' 2'-10" " 15'-1C" 5' 2'-1134" 2'-113'4' 2'-113'4" 2' 113'4" 2'-1I' 2' 1p" 3'-1Y2" 3'-6" 1?'-OY2 9 -4 5'-3" �'o 5'-3' 9'-a32" 2a'-oY2' 2a'-OY2" 9'-4 14'-0Y2' Ttgard Oregon " 7'-7Y4' 30'-C" 30'-0" A I 5'-0 I 20'-8" 18'-2" A4.3 38'-OYZ' � 93'-6 20'-8" 5'-0" 25'-8" l 149'-832 25 -8"` Door Schedule ? 2 3 -- A4.1 4.1 Sheet A4.. �lleet IIt1e MARK NOMINAL AL SIZE FRAME DOOR HARDWARE REMARKS �- WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH- TYPE GROUP / Bilildincy Four 201A 3'-6" 8'-0" _1 374 MTL FF SC ST B 2 —_ _Second Floor Plan Wall Legend 2018 3'-6" 8'-0" 1-3/4MTL FF SC ST B 2 _ Second Floor 205A 3'-0" 8'-0" 1-3/4" MTL FF SC ST _C 6 —� NON-RATED WALL 208 3'-0" 8'-0" 1-314" MTL FF SC ST C l 7 0 2 4 8 16 1 HR. RATED WALL TO STRUCTURE 1 209 3'_-0" 8'-0" 11-314" MTL _FF SC ST C T 7 � Plan STC 7 _ —_— - ALL EXTERIOR WALLS PIA± UNLESS NOTED OTHERWISE - SEE SHEET A5.1 SEE SHEET A2.1.1 FOR DOOR TYPES ALL INTERIOR WALLS P3A UNLESS NOTED OTHERWISE - SEE SHEET A5.1 *SEE A2.4.1 FOR INTERIOR PARTITION TYPES *ALL STUD WALLS TO BE 20 GA. UNLESS NOTED OTHERWISE NIiDREN 7ESIGN OT". o c. 20Ce. 41 RIGHTS RESE-4c T4ESE DRAMNGS ARE TME P•OPERT(OF unDREN DESIGN GROUP, PC, AND ARE NOT TO BE USED OR REPRODUCED M ANY MANNER. EXCEPT MTN THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN DROOP, P C Date- 6 March 2006 Dra\%n b%: Checked bv: DAV/MRW WEM Job Number: 101100.04 Sheet 1 r �f 7 Bid Submittal-March 2006 A2. 1 .2 1 MANIMIltd - - " II11 I 1111t11111Ndi 111 1111 IIII ILIIIIII 1111 !n n;t t11!t!t 11 Ii 1 ! 1.ElD�IL.fnf sTllp CII) ( 4 5 11�IIf1'lllll711ff111111{1('11111 itI1111i11illi n: ', M 11 1� IOM.I tw O 12 1 1�4 � 16 1�7 I�e I9 210 21 22 23 24 5 e 27 a 230X 9 moi` ��,°F ' • >- • � I U,I NOMI � !(F � N: O,11, 1 �t1 na ppp n r� I ";f 1 till:. �1 y. . ...,.... ,......_..._...u_:,...v...,.. ....:,. . r.:.•wwii�■k..;s. �Suw�"-- '"yy.osat.� -- - 61�0 Keynotes - _ 1 z_ Roos -_-_ SE-�- :_'A:_ 6 A52 3. ik :,." _= ":' - - --=u wtT+ AIJtiERA_ CAP 5�_ MV.DUK GES40-,GROUR PC- 4. r40SEE 8188 .aCttTM'nIRE • -WACF Pl A`rl�iWG S. 2'-0' f 2' ROOF 'RAMC PAD - :N' Be\eta A Since 120 6. R,Dv►.E_ 1 .p-t.Oregon 97223-*92 8- CAN _ 0 rim 15:i3-244-0552n42 9 FCs1 =-`=10 . r0►vCt?£'E C;+?6 F:� x.3-244-+1341/ tC. w=--` - SCR£E�, PA N'£- i I I I I ! -- = ✓ A 10 ! � 14 _ — _ �- ,/ Genera! Notes R r A- PEP ` ! S�?c'_ ii' � � 1 I 7-.9�9-1 r � ie ) 1 2 5 Ic o OF z 0) .1 1 1 t I— `\ � TVP l _ s , ! 1 ' , �� ! �oJ -- -- - -- - - - -- - - - - - — t0 % / ,r ` r i !/ \ _ =Y WITH MEC7f!_ `\ Y AIL2 Wild goo- ✓ 1 r I ! w / 3 Pacific N�)i Pr{_pert Tec. r ! � 19 \ A6A / E Tigard �— Triangle Commons - Building Four I � v —'.k 2 3 Roof Plan 0 2 4 Building Four fI Rolf Plan --F3 7•+•11rCS ME "tiE 1'•'3�e'• T Da� 'March 2006 D-a,•-� h Checked b}� R e MRN' N E!►1 Job!cumber: 101100.04 Shat c} c Lt 7 Bid Submit#al-March 2006 A2.2 y L.EGUML Y$TM y C pa 8 £ Q OI , 2' 3 e +� 17 9 c'O 2 2z 23 c ;c �' 1' F . Dow.,CM 30X ` loo se All' 611h It Iliwilkii,41 107 f.. 4 I l q,' ,� 1c , 1 1 1 _.:. - ' __.,.a._.uwuiwa►,.+sf+oar�.a-na-�+.'+... I, ,w -n., .. - ....�� .-�:u_hiri�w' I+�..Vti'-"„_,..._..� . vwarw..u...�arww......:.a- .�. •«::y,.1w•(+.;,:n,www.wu.,wJ,i.x..l.wi:..::.. I 1 2 3 4 s e 7 e 9 ,o Keynotes Cry I 1, SUSPENDED ACOUSTIC TILE CEILING (SAT-1) AT 10'- 0” AFF-, TYPICAL 2. SUSPENDED ACOUSTIC TILE CEILING (SAT-2) AT 9'-6" AFF MILDREN DESIGN GROUP, P.C. I I I I I I 1 I I I 3. OPEN I'0 ABOVE AI4C I IITECI URE'. • SPATE PLANNINt, 4. BOTTOM OF STRUCTURE (NO PAINT) 7650 S.W. Beieland,Suite 120 5. GYPSUM 90ARD CEILING AT 11'-0" AFF rigard, Oregon 97223-5692 (P2 PAINT P5 (CEILING SURFACE ONLY) Voice: 503-244 0552 6. GYPSUM BOARD CEILING AT 10'-6" AFF - PAINT P5 (CEILING SURFACE ONLY) Fax: 503-2a4-0417 I i I I I 1 I I 7. GYPSUM BOARD CEILING AT 10'-0" AFF PAINT P5 (CEILING SURFACE ONLY) 8. GYPSUM BOARC SOFFIT AT 9'-4" AFF ` -T—� _ - PAINT PA, (SOFFIT - 3 SIDES) — ._ - _- -- - F - PAINT P4 � 9. GYPSUM BOARD SOFFIT A T 8' O" AF -- 10 GYPSUM BOARD CEILING AT BOTTOM OF STRUCTURE 'I - PAINT P4 11. GYPSUM BOARD CEILING AT 12'-7" AFF PAINT P4 (CEILING SURFACE ONLY) \ I 12. GYPSUM BOARD SOFFIT AT 12'-1" AFF — - - - - - PAINT P5 (SOFFIT - 2 SIDES) I CeilingNotes 1. CENTER ALL MECHANICAL AND ELECTRICAL ITEMS IN SOFFITED AREAS. 8 2. CENTER ALL MECHANICAL AND ELECTRICAL 1N 2' X 2' PORTION OF CEILING TILE PATTERN 3. SEE 1/A5.4 FOR SEISMIC BRACING L C8 I ;;. O i General Notes First Floor OF c V \ I IJ I II �' I. CEILING GRID TO BE INSTALLED �— g 2. CEILING TILES FOR UNIMPROVED AREAS TO BE STOCKPILED ON 3 \ II I r'�'^� I SECOND FLOOR. _ g r+' � X II � 4 � i'•« '�' 3. LIGHTING FOR UNIMPROVED AREAS TO BE STOCKPILED ON � II I � ^ -..�•s Y� SECOND FLOOR. ttt C /--— — — — — - _ - `/ r• — lot I t I 1 I I I •- 4 I- g 1 I �.J •' i I I 8 - 1 8 1 9 9 o I L�� - -- - --- - I I - I ---I _ Pacific NW CD�— - Propert ies -- - --- I ! I 6600 S11' 105th A%e.. Suite 175 1 e Bea\erton. Oregon 9700„ I _ T'ga rd Triangle Commons -- Building Four 11 X50 S«• 67th A\enue Tigard, Oregon 1 1 A4.3 A4.1 A- 4.1� A4.1 First Floor Reflected CeilingT an Sheet Title 0 2 4 8 16 Building Four First Floor Reflected Ceiling Plan Revisions: Ri MILDREN DESIGN GROUP, ALL RIWTS RESERoEO THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P C, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PER.IISSION Of MILDREN DESIGN GROUP. P C. Dare: 6 March 2006 Drawn b.: '-hecked bv: DAV/MRµ' Job Number: 101 100,04 Sheet I�.j L 1 c� 7 Rid Submittal-March 2006 A2.3- 1 ... :`b:�iM _.._..._�_.-.—+-.�.�-..... .,u..•.,.»,..n-.. ...,_..«.,.. ..,.._. _... ^r, ,a-.an•wM•e.m.•.�rsvR..e.,«w+urw,. ._--"",c ....�,... ._._._... .._._..._...._..._�. I n l u l n l i t I n l u r __,.. ..«ate .. �n I I Iu;Ilmlltnynu`nnitutlutlntitu tnli t I II unpin Elnlnu nn�n I nl In 1 nulnn ulll I�nit nultul ni;nn n Ilnnit :,ln uR1nu unlet '2 Intl I I I I I Cmj, .! dd ( I I I I I I I I I I I l lilllll I IIIIIIIII IU111111 111111111 11111 1: LEti1BILRY8TRIP oad. M to E 1 14 13 Id le 1 7 la I� o YI z'2 za 24 z'S 2H 2� 2e 20 3a I, + 4 ,L ahj . v II`` ff�� I• I • t•il 'J �� •Irl�'��.n 1 1 . I {1 l' 4 1 s a 8 to Keynotes — ---- - Z 9 - 1 t. SuSFENDEL' ACOUSTIC ';LE CF.!:.''.0 ;�k7-1) a" 10'-G" AF=, TYPICAL 2. SUSPENDED ACOUSTIC '!LE CEILING (SAT-2) AT 9'-6' AFF MILDREN DESIGN GROUP, P.C. I 3. MECHANICAL SHAFT ARCF{ITFC[L•R - STACE i'l_4�`.i\• I I I I I i i 4. BOTTOM OF STRUCTURE (NO PAINT) 5, GYPSUM BOARD CEILING AT 11'-0" AFF � �Wnd. Suite ice_ - PAINT P5 CEILING SURFACE ONLY) Tigard.Ore¢egun m 923- 692 ( � ,ice: 3(_!3-244-_='_) t 6. GYPSUM BCARD CEILING AT 10'-6" AFF A4.2 ( I - PAINT P5 (CEILING SURFACE ONLY) Fav �+^'3-244 4'. 7. EXPOSED STRUCTURE - PAINT P3 I I I I I I i I 8. GYPSUM BOARD SOFFIT Ar 9'-4' AF-- - PANT F= - IN PAT P4 (SOFFIT - .3 SIDES) � I � 9- GYPSUM BOARD SOFFIT AT 8'-0" AFF PAINT P4 10. GYPSUM BOARD CEILING AT 26'-0' AFF A - - - - - r✓ _ - =~- - 11. GYPSAINT P5 BOARD SOFFIT ATR A EC AFF) - PAINT P4 (SO'FIT - 3 SIDES) i -.—� I Ceiling Notes T. CENTER ALL MECHANICAL Ati0 ___CTR:�a_ cu5 :". COFFERED AREAS. 01 ' . 2.t0 CENTER ,:•MECHANICAL AND EL �cC1�1 ^E t ELECTRICAL IN 2' x 2' �`►+_ I PORTION OF CEIL!NG TILE PATTERN S / ,. 3. SEE DETAIL f/a5.4 FOR SEISMIC BRACING a• li B Aft t � General Nates - Second FloorOF f CEILING GRID TO BE INSTALLED i _ . _ sr•. 2. CEILING TILES OR UNIMPROYEL AR—EAS 73 BE S'C:C = ,.EO \\ ti ;,.• -,,..� r �,,•.. SECOND FLOOR. 3. LIGHTING FOR UN. IED AREAS TO BE STOC►cPILED ON 7 � ; X SECOND FLOOD.y X `-/ .-tib c ••:� �.S?i'\ �sr-•' c':..•. / \ I /03 ^Y - //O '\ ��'.►l\;r��S �.�if ��r' !'tit`.. �lr�•�;f'— �� i— I I r i+7 ri OC — i+7 ! i { - (9149 — 1 Pacific NW Pro erties t� DD - 4 &a\er*.or.. Oreg .. a- ICI h A\e..Slr.e _LL jev _LL=1=:[___L_ -OE - i I I I I a Tigard �- Triangle Commons - Buildinc_y Four v ;W 67 to .•\\enue T:2a7d. Oregon 1 i y 3 A4.3 A4.1 A4.1 A4,1 Second Floor Reflected Ceiling Plan ghee- T:`e V,-,. { Building Four Second Floor Reflected ;;• , Ceiling Plan ,a cif'7 1 1y R10MTS M=Wr. '+EZ ORA OpGS ARE 'IE SOOPEPTv OF i.. HLAIV4 OE" OROII. P C.. MC AM NOT TO K UgD OR RFpRRC01lCEO M ANY YAMR71- Exw, WT" TIE ORld1 rtt"04 POhrTS" or MURE% oc" 0191-. O.C. IC Date: 6 !March 2006 Dra%%n b\ Checked by DAY/NIRW WE\1 Job Number: 101 I00.04 Sheet C t y 7 Bid Submittal-March 2006 A2.3.2 • w• 1.1a,rww rrr.-.,,..,,.,♦..,• ..WMr.. ,... ,r.R['I".�.-._ _.—� -��..--"`^'^'- _^^'-. _..-. _._ _ -_...___.. _._. -._ --'—___'-_ _.._ —__._....-..._rmM.w..,e......,wr.hWx. :....a. .— d �{ } ...r IEOEL"ST/t Tv r 3 E3 3 { 2 13 14 {e 17 19 19 20 2! 22 23 c^a 25 ?9 2' 2e 24 3C Fie' 174;LL�1 K011 low "191'1 WAS • t, r.. , { •,,,:ill LI ;t Ke notes � ---- .. I � I e12 �; I x 1. LINE OF SECOND FLOOR ABOVE _ I 2. MAILBOXES - SEE DETAIL 5/A6.3 7 T - - - '1 3. MOP SINK - SE=E DETAIL 4/A6.3 MIIAREN DESIGN GROUP, P.C. 4. FIRE EXTINGUISHER AND CABINET - SEE DETAIL 8 A6.3 / ARCHITEC"1LW1 • iPACE PLANNING E --' �� - - - - -- _ - - - - - - ELEVATIONS " - - , -- - - - - � 5 ELEVATOR SEE DETAIL 6/A6 3 FOR INTERIOR S.W. _ _ --_ -�--_ - -__-I= _ - - - - � . 7600 5Bei eland Suite 120 - 6. HOSE BI 89 AT 30" ABOVE FINISH GRADE, TYPICAL I I¢�aridice, :r5U3�244972053223-8692 0 J2 TS 692 I 9 / a 16 III I I I 7. DRAIN 11 � I I � 8. TS COLUMN - SEE STRUCTURAL 9. CONCRETE TILT-UP WALL WITH CMU AND BRICK VENEER Fay. 503-244-0417 .. ♦ } -� 11 10.ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING / 4 % I I I 1 15 I 11. ALUMINUM CURTAIN WALL WITH 1" INSULATED GLAZING A5.3 1 - A53 12. WATER HEATER - SEE PLUMBING SPECIFICATIONS FOR \ I 1 �l ` �� INSULATION AND SEISMIC SUPPORT II I I 11 ,dye Ode 13.PROVIDE BLOCKING FOR WATER HEAIER SEISMIC STRAP SEE PLUMBING SPECIFICATIONS -Q� ' ,��she I 14. PROVIDE IN 1" HIGH BLACK LETTERS ON ALUMNIUM STOREFRONT A SYSTEM FRAMING ABOVE DOOR, SIGNAGE: "THIS DOOR rl 113E MUST REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" 3'-10MG 41 15.ELEVATOR PIT LADDER, VERIFY LOCATION WITH ELEVATOR t 1 ,f 3'-t 0K 6" --�� I MANUFACTURER A5.4 14 % J-_ 16.LINE OF CANOPY ABOVE pA pig I I I I 17.LOW WALL WITH CAP - 42" HIGH I I 18, FIRE EXTINGUISHER I I I I I Pae Pia 5 G= 1 I �5 t3, E 101 ° A, As.6 I / r&k OREGON •_ I I ; Wall Legend 9 OF NON-RATED WALL Paas .-------- P3e 1 HR. RATED WALL TO STRUCTU°E il Oft CQ �a � .1 I ALL EXTERIOR WALLS P1A1 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 s Vl 2'-6-y4 I ALL INTERIOR WALLS P3A !wLESS NOTED OTHERWISE - SEE SHEET A5.1 g'_�" 9'-2y2` ELEVATOR ( 5'-23'4" 5'-2.3/. I I *SEE A2.4.1 FOR INTERIOR PARTITION TYPES �- P2C IP T P68 I ------------------------- ALL STUD WALLS TO BE 20 GA. UNLESS NOTED OTHERWISE I 9_-2Y?" 9'-2Y2" 1 2 2 A5.e » E5.6 '^8 1-- Qi 7'-4"(8 TRE DS AT 11' � 7'-4"(8 TRE GS AT 11") _ �/ a 5'-11» 4'-11Y4" a a I 5'- I 1 � UP � 4'-11Y4" 4'-11Yi" a ! I � �;�� 4'-11Y4 I I I ♦ 4' = 1 ,� _T- ' -- I N, _ , �f NJ 0- I w I I I I I P3C N iV I �_� / 15 I �\ /� I t I o 1 -1 I I C l_v J DOWN Plc HAFT P68. t 1 1 = 11 ! 1 I ••-� 5 r '5 PTB 203 6'-434"CLR. VE , L0 STAIR Pie A 2 2 s I I o'4ELEQZDAI a 9 1102 I I I I I v v I 5 IIL I 2 I v 106 TA Ia � ._I_� ' J-LLi �. N 204 -- A4.S --�_ N D1 N V I Q A5.6 I - - I A ! _,.�` 1 SIM. I j L�- I p3:) O%�ner: 103 Tr / I 1 T_ _T\ 1 5 1 11 0" a� xI ^I - µb IIS I I ►11 �- ► I 6 P7� I Pacific NW Ase 7 TR I C) I I I II G I I I P68 I PX I I� 1 �~� FIRE CONTROL P2A 7 a ;n I I I 1 PTC 1 \ 7 .n I '� ♦ SIM. I PRINK �R R SER ` o Peg ,,, Propert ies III N 10" P28 �zn 9'-2" 10 TR DS AT 11"j - _ / 9'-2"(,0 7rc'EIADS Ai' 11") 1'-il» 'r�'r I - - '1''+i -- 5 10Y4" 5'-,0Y4" 2'-4" 4-2/e" 8 -2Y4" As.6 2'-4" _ 6 _ 23' 1;/e" 8'-2Y 4'-3Y,.. 8'_2y4" -- 12 6600 SW 105th Ake., Suite 175 12'-5Y2" 18'-5�" 1 11•-8�" - AS.a 3 Bea\erton, Oregon 97006 ,'-03'4" -- I A ANT 205 � --- - - T iaard �, Enlarqed First Floor Lobby _ 4 2 Enlarged Second Floor - Lobby _ �3 !Enlarqed First Floor - Room #111/Entry As.6 A2.4.1 bb4-1 Tl-Tangle bb4-1 / 2,4,1 bb4-2 A2.4.1 = - - � SEE A5.1 FOR PARTITION TYPES � � SEE A5.1 FOR PARTITION TYPES ,� SEE A5.1 FOR PARTITION TYPES 0 1 2 4 8 D 1 2 4 8 ------ --- - -- -- - - ------ --- Commons - i --- - --- --- - - -- ---- - - - - --- �--- - - 5-6�"- ( 18'-2" - "� 5'--4j- - 8 _8Y 18'-21�" 6'-5-(7 TREADS AT 11 t Building Four 4'-7Yi" 7'-4"(8 TREADS AT 11") 5'-4h I 5a" 1'_0" 4b" I 11,;50 SW 67th A\enue 5V 5�B" I = ar <I I I Tigard.Oregon 1'--11" I '^ _ "IIni _ 1 -�--- 210 1'- 1" � 4'--2j" CLR. � T L�J A� o / i OWN -- r, 206 -J 'f 1 ATA , 112 UP � � I , IA a v = I 4'-�" CLR. a / I _ �LE�1Lg a ' a �. 204 _ - x N un n Sheet TI?le •-- I - o ca . , P3E . \ I , A �lllldlilg Four e l � 1 I U I PTA _ _ - Enlarged Entry• � I 10" 1 --- _ Floor' Plans EA. 7'-4"(8 TREADS AT 11") 7'-4"(8 TREADS AT 11") l-- 7Ye" 10.5 17'-9)6" _ 9 -1 28'-6" 6'- 7'-4-(B _ » -- 17'-9" 28' a I6" -- - ----- 7 I _8» ' ♦ ` -- ~ 't 1'-03'4" 7 I a aI I I / a a I o n o I 6'-0 o N II -- 111E _ _ 8 M r - P419 M P4C � � � P4� r- � P4C I Ase j• � _ � I I ••I' - 3'-33'4" 3'-33'4" �-- I Revisions: E.� 3'-33'4" 3'-33'4" , t� g P3C 4%" J�MElY ^l° "' g 109 Px 473» 107 I 209 208 a .* 1 _ 2 - UH 6.3 f \ I ^� PISAfn '� ) I I A6. pn 13 PS P5 '.I I P5 P5 MIIDREN DESIGN CROUP. PC. 100E. ALL O I RIGHTS RESER'rIDER Tr P+iOPERTr OF --- •J - / O C) � ' I I MIIDREN DESIGN ORWP, P C• AND ARE THESE DRAWINGS E 1E �.� I 'I \` P4C I NOT To eE USED OR REPRODUCED IN ANY I I / Ih I I C 1 J - MENHIR, E>CEPT WITH THE PRIOR OUP.EN l\ PI(, .I »»/// PERMISSION OF MILDREN DESIGN GROUP, P.C. r Date: 6 March 2006 S'-5" aI 5 -9" 5'--9" a 5'-5" 5'--5" a 5'-9" Drawn b� Checked bv: 2-0y,' T - s _ - --- -�.---- -- T- I 2_ DAA•/MRV' V1'EN1 24'-41�" --- -- ---- 24'-4- - - Job Number: 101100.04 L Sheet 1 `-] 7 - tt u 7 `4 Eniar ed First Floor - Stairs/Toilet s Eniar red Second Floor Stairs/Toilet-_ pn6 A 2.4. 1 $ � W4-1 AY SEE A5.1 FOR PARTITION Tti1'ES ,-, Bid Submittal-March 2 g ,,EE' .A5.1 FOR PARTITION TYPES -'' 0 1 2 4 8 a 0 1 ? 4 7.n-.r•..•»."..•. .+�• --4.*^'"`•"""'�+s+n � - �� II' 1 411 llillllll 11111111 1111 IIII IIII II 1 III 111 111 I N III illi iIIT'llll IIII II illll'�111111 111'1111 I I � Iln II I Inlllnyl I IIu�InIIuIIILu�n1111uIInIIl11u nullnll r.11nuluulu Illnlllu-lII_nlllln unllulln_ Ilnl lnllluu_Ilullul h LEO181L1?Y t4T1lIP o I 2 3 ` 6 S 10 III 12 13 14 1` I 19 19 20 �I 2a 79 !� >E>a 2e �7 g� >Tfp 30 I ,O w0 cw 11 a1 I y1 .`,F1 1+ - 30X J 11111 t ' . µ Alk ._-.-.....'.-..r. .."diu.. _.{.:v_a ,.,_. ........... ............-......._.--._.-..-......._.....r-_..a:..ua,.... ..._moi_ s.u......-r.s•,,.._1lJewY....-r-- -.`.'_"'• _ _ . o 'rye. k=F rtcl; t, 1 �r�• r s fi- s Y(1 7 i ....a 'ur '�rw "..�w�::+r�✓:rwYWayrirra+r9w�IWr--. a_--.-...,.....w.,., ......»o.w.....n 1 MILDREN DESIGN GROUP, P.C. d 7 8 9 10 ARCIIITEC'1URL - SPACE PLANNING 1 2 3 4 6 7650 S.W. Be\eland,Suite 120 Tigard, Oregon 97223-8692 Voice: 503-244-0532 I I I I Fax: 503-244-0417 I I I A4.2 MIA I 1 ST CPr CPT I General Notes 776mU 113 I 1.�,, CIT s t.1 I A. WALLS AT VACANT ROOMS 113 AND 114 TO BE I I sT-2 I I I I FINISH TAPED ONLY. NO PAINT OR BASE. 30 IL JR-3 i 1 sT 1 CONC, 101 0. A2.S.J CIT-1 CIT-1 C7ri-1 I OF B _ _ -----r-• -----f- - � � I ELE vA roR � �- STAIR-12 11.3 CONE '- -- NT 112 I y, , F, CPT—? 1L4 Room Symbol Legend 4 102 ,51P . --- - ---------- --- --- I ,,—ROOM NAME T 71 \ / I I f ---ROOM NUMBER - UP I - II 101 CPT-2 I 106 l I I I '-- 31 I I �.,�-ROOM FINISH X CPT-I I cc- I VI CONI. I �__J Finish Schedule `► _ — — — — -- — 11.25 � �— = ROOM NAME CIT-2 n A CPT-2 �^ CPT-= I I 4B a 1U5 _I n.1t �c-I ,.�• Yr rr. r. i rr. r� 11.15 I + T n ,3 I I I T 11.23 I _, _. �. _ r� � _. I .� Q -- Owner: CPT-2 CPT-2 10% ` �. �� . rr. .�� •� �+�M Base 4 �. Pacific NW � CONC. � 0. NO BASE j I I I 114. I 4. 4" RUBBER BASE Properties Wall Finish A. EXPOSED CONCRETE B. GYPSUM BOARD AND PAINT - P3 6600 SW 105th Ave., Suite 175 Beaverton,Oregon 97008 I 4 _FIRE CONTROL/ AY 3 A2.S.3 I I I I i I A4.1 K R RISER I 110 111 \ CPT-2 \ i Project: CPT-' W i I , I I I T iaard - CONE. N 1.21 - -- _ -- --- - � Triangle a-- - - - - - _ ----- - - =- - _ -_ -_ --- o m m o n s - �'� -� -- -- '✓ Building Four 11850 SVb' 67th A%enue Tigard,Oregon 1 1 2 3 -- A4.J 'A4.1 14.1 A4.1 Sheet Title: Building Four First Floor Finish Plan _ _ First Floor o z 4 a 1s Flniti}1 Plan Revisions: t �a' V,�r MILDREN DESIGN GROUP, PC, 2000. ALL RIGHTS RESERVED "_ THESE DRAWINGS ARE THE PROPERTY OF d- MILDREN DESIGN GROUP, P.C.. AND ARE NOT TO K USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN I PEIIM15310N OF MILDREN DESIGN GROUP, P.C. Date: 6 !vlarc•n 2006 Drawn by: Checked by: DAV/MRW WEM r. Job Number: 101 100.04 � Sheet c t I 14 7 Bid Submittal-March 206 A2.5. 1 .. G 4,��Y�'^1 )� ''I lk a�#� 4T1'.'7,Ih"I: ..-_- .-_.—...__-.._.-. - _ _ ....-•-�+-'peau-♦^+- -° n »«w aH • 111 i11 111 I�IIII IIII 111! IIII IIII 1111 IIII 'III IIII'llll IIII IIII IIII IIII~1111 IIII I!II IIII IIII IIII IIII Ills 1111 IIII+I!Il I 1111 IIS! U11!I!I I II III IIII Illi IIII I f II I I I Itl H II "14 III I1 III 1 I III II I Ilil 1111 1111 ( I I I I � I I I I S I I d LEli.lY'YBTRIP b IIo 1 1 la IIS I4 le ly ie to alo 211 z� 03 sla Qe oe Q7 sze Qlo ao F K w r�r '. ,.r�� ':tom,. � 1 6 r �•f .. c ,. .l. z, 7777 .. ... ..- , -f MILDREN DESIGN GRCJP, N.C. >7630 S A'!.• , Bereland. .,'. Tigard,Oregon 4 ^ Voice 503-244-� Fa.: 303-244-'J I I I I I I I I I General Notes A WALLS AT VACANT ROOM 205 TO BE FINISHED TAPED ONL". NO PAINT OR RUBBER BASE. 4!�,*D I I I I I I I TTA 0Y5 JA . Asan , - - - - - - -- - - - OF 203 zto Room Symbol Legend zo2 206 2W rROOM NAME ROOM NUMBER 201 ROOM FINISH I a .Jt-1 I12 I Finish Schedule I 1��— - - - - - - - - - c I ROOM NAME N I me I I 1 I II 205 mT-A WT-2 I \ - - - - - - - - - - - — T O,.ner: I Base BASE Pacific NW 4. 4" RUBBER BASE I I I • I Properties I Wd Finish A. EXPOSED CONCRETE B. GYPSUM BOARD AND PAINT - P3 D� — — — — t- - r — - - - - - — — �- - — � — — — — rt - -r- - -� — — _ 6600 SH' IuSth Aoe.. Surae 175 Beaverton.Oregon 97005 Q'53 4 AI.1 I I I I I I I I I I I f PrOfKL Tigard I L Triangle ICE Commons - -- Building Four 11650 SW 67th Avenue f Tigard.Oregon ALa 7 2 3 .., ALt AIA Sheet T11C Second Floor Finish Plan Building Four Second Floor Finish Plan Revisions nnml waw .c.. AUw, w Ilwn lasnm� MI OMAIN N! M�Tr O YlYml wales PI01/. Vit. /M /R 1roT ro s wlm a anAml® w un YMIQ Com, aM M rill? IpTTd smAstlw a aawp waw wwr,r t «f Date 6 March 2006 Drawn by: Checked by: DAV/MRW WEM 1 Job Number: 101100.04 snea �y D� 47 Bid Submittal-March 2006 A2.5.2 1 IbI" l1111 VIIC .� I1 ¢ 1111I1111i1II I' e a 20 a 2=, ' za =. s zb Z_ _n 26 31 30X y.h J . ��k11c BMJ. ><�t"'f• {q:^•.o- ' . �. •I' e f. r ....'..:...:.::ai --c:14?;;. _ .. f? ' "LL SLti_i ....i. .lu....., s. 'ii'uflLiMe:.1• +..wuN•.w`...srni WiA.I4 L� YIYAMWoYMYwle.'i'ar.'wWnW. ... .- «..._,«....... ......i:.a«LI.w4Wrliu.Yfc.NYK'4WNYfIYIY�ti. .i..w .i�1y� 1rW- ...•_.«......•.e ..-. — Keynotes Q�-- 1. SEE SHEET A6.3 FOR RESTROOM FLOOR TILE PATTERN \ - - - - -- - - - - - --- ,/ r - - - T -- - - - - -T - -_� / MILDRENDESIGN GROUP, PC. -- _ A —— i CHrrYCTURE - SPACE PLANNING 1 1 � 7630S.N• Beieland,Suite 120 t 'Tigard, Oregon 97223-8692 I I ' 1 I I III I I 1 I I I I I VFax.503-244-042 17 I ; - - -' - - ' - - 4- 11 , ';PT CPT —1 e CPT-3 —1 NOTE: I I I I I 1 W ALL GROUT LINES TO v ORIGINA TE ST-2 N FROM CENTER ST-3 POINT OF I I I I E z JR ..-3 RADIUS CONC. / / v 101 p a . I • CPT-1 CPT-1 CPT-1 LEVoTOE I 1 I I CPT-1 104 I � � .• � CPT-1 , ' CPT-1 CPT- CONC. ; ST-1 � W UP i,. ► ST-2 -- - - 1 I _ 1 _ J A -- ---- --> T 20 1 CPT-1 A 102 i l � l I ---------- 11 0' 11 1 204 L) 201 0, 1 106 I -_ _ = L = _ _ _ - L) CPT-1 103 --� CONC. CPT-1 CONC. i W 1 _ _� � Pacific NW CONC. ' 1 I CONC. Properties C4 � • =.?- ^►. ter;, / w CPT-: CONC. -— _ - _ - L_ - -- -,(KiO Su' 105th A%e..Suite 175 Bea-,ert 3n.Oregon.97W_; CPT-1 1YACAN.T `� -----_-"� 205 Enlar ed First Floor - Lobb 2 Enlar ed Second Floor - Lobes 3 Enlarged First Floor - Room #111/Entry Tigal•d 4.1 bb4-1 A Al bb4-2 /e12.4.1/DC4—; S w'L��t>, Triangle SEE A5.1 FOR PARTITION TYPES 0 1 2 4 8 SEE A5.1 FOR PARTITION TYPES v SEE A5.1 FOR PART.'t10N TYpE _ 8 Commons - Building For I I 0 SW 67th Avenue I i Tigard Oregon 210 I ( L 112 Up I DCNM ` -- 206 I CPT-2 / I ,, � CONC. i j I 204 I Sheet Title- CONC. itle:CONC Building Four - ICq I Enlarged t Finish Plans LZ C--)' I I I I 1 i , I I a i t CPT-2 CPT-2 ( CPT-2 CPT-2 EN 109 108 107 f 209 208 CONC. I I I VN J . ,•t I I t ULLDR04DESIO+ P C. 20M ALL I Y, '--ESE DRAVA045 AM TWE PROPERTT Or tt$DRfN DE5i0N OR"' •.C.. VO ARE I I I 40T 10 K Am OR mv.;;M N ANY kmmogM EXCEPT NTH Th'P'_ MertTD+ t Li R PENIM'S" OF WILDREY -E3101 011OUP, P.C. r Date 6 March 2006 I t Dra%+n bv Checked b}•: I I I I UAV/MRV%' WEM t Job Number: 101100.04 Sheet 47 *t�,_T larged First Floor - Stairs/Toilet 5 Enlarged Second Floor - Stair Toilet 1 bb4-'2 Bid Suubmittal-�.�arch 2006 A2.5.3 EE 45.' FOR PARTIrm TrpE5 SEE A5.+ FOR PARTITION TYPES n 1 2 a 9 0 1 2 4 A ,y ...... ,ww±ywilR.wY'.b-S.MI+M.•w,'.. 4 ... .__-..--. _ - -..•_.....--._..._ .............._......--_- - ,..w .,.-•_ - .. • _ -..._-.s. LE(i1dILfTY STRIP f0sa. f 3 e t5 E a 9 ? ? 14 ICS 17 p 19 20 21 22 .23 c4 25 25 2' A 29 10 30X +4 - a, - i 1 h1 MOn tC� r 1I[Aiklt 1 t 1 ( Ili I !1l�7' Cie-W1,11d'i 191,111,11"11,11111,1'1090 Oil I,1111 W1 11 •t if 1 s t+ •4Y r ? r r - A 1 t Os Os © Os Os Os ® © p MILDREN DESIGN GROUP, P.C. I Oto 1 � 6 ^ �Uc N }itNG 1a 5 76SWBe�eland Su !20 n s s C7 O s s s Tigard,Oregon 972238692 O O O ® O O Voice: 503-244-0552 - _ SEE PLAN Fax: 503-244-0417 2'-1" EQUAL EO+IAL EQUAL EQUAL '-11" -11" EE--Q EQ. E0. V-11" 1'-11' EQUAL EQUAL EQUAL EQUAL 2'-1" +' ® U Q © -n==-- © o LE n o 0 o v o 0S ® o o ®C14) E05 I v 0 ® i 0 e 0 1' U O ? © El o © © I o I ' o o �\ f SEE PLAN 6'-4" _ i. I QUAL EOUA EQUALG' / _ -., .:� -_. - � - EQUAL �� 5 - -- +-- -- I I wL North Elevation 15 17 ,7 ° ff 2 ti p .8 SEE PLAN - SEE PLAN OF 2'-1" EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL 2-?J" 2'-1" EQUAL EQUAL EQUAL EQUAL 2' • E D C B A i I I I i N + I 1 ET 8 N N ` q I 14 ?8 rA 4 1), 1 14 I I 14 18 14 N a © © I C \j I O � © ® ® q © q El W -T L7_� 1 , o ® w Q r 1 4 SEE PLAN SEE PLAN SEE PLAN 2'-1' EQUAL EQUAL EQUAL 2'-1" 2'-1" EQUAL EQUAL 2'-1" 2'-1" EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL 2'-1" ' -- --- - iEast Elevation Main Entry 1 Owner ___ �- - --- - -- ---- Fo c o 0 0 O c o 0 0 0 0 0 © ® ® n ali P cifo S s S � 5 S s s S Storefro t/Curtain W is Nw I❑❑ a o� a�o�c�ao 1� L�J I Pry- pert ie _ El El Keynotes --- `.....-_-T----=»��._ 1. HOSE BIBS - - I I 2. ADDRESS SIGNAGE, 12° -: -, FOAM STYLE LETTERING HELVETICA FONT, 1" '_�, =HINT P2 6600 SW 105th .A�e.,Suite 173 El� 3. GLAZING, TYPICAL Beaverton. Oregon 97008 4. EXPANSION JOINT 5. METAL CORNICE, PAtw TEu P2 6. CONCRETE TILT PANEL, PAINTED P1, 7YPICAL South Elevation Window Types 7. HORIZONTAL CONCRETE REVEAL 1 4 8. BRICK, B1 *NOTE: HORIZONTAL DIMENSIONS TYPICAL AMONG ALL WINDOW TYPES 9. CONCRETE BLOCK, GROUND FACE C 2 4 8 15 10. SPANDREL GLAZING, THIS SECTION 11. METAL SCREEN WITH ROOFTOP MECHANICAL UNITS 6EHIND; P t09 8 7 �- 6 5 1 4 ) t ' 2 1 J SCREEN PAINTED P1 - SEE DETAIL 14/A5.2 ' 14 2 t 6 A3,1 13. ROOFMASOOVERFLO 1 12. RY PEDESTgRAlN Tigard 13 8 ! - 1a 1 2 14. VERTICAL REVEAL. SEE DETAIL 15/A5.2 Triangle --- ------ ----- - - ---- - - I'IaI1_ �- I � 1 15. FINISH FLOOR v ,e , I I { ► I Commons - I Ilk 16. STRUCTURAL STEEL METAL AT CANOPY, PAINT P217. OF COLUMN, q OF MULLION -T! 18. EXTERIOR LIGHT FIXTURES BU ' ld 'na FOUL i NX) 511 61 1 . \enue _ - - - - ` �„ Tigard Oregon _ m ® Legend WINDOW OPENING FRAMING ME - ..- 1 .. Y. _ ® - - QT TEMPERED GLAZING Sheet Title: SPANDREL GLAZING B U l l d i n Q I _ E levat ions Dimension Notes _='- < - ARD AND .- +� ----' A. DIMENSIONS ARE TO FINISH FACE OF GYPSUM BO ._ .� It INTERIOR WALL UNLESS NOTED OTHERWISE. B. FACE OF CONCRETE TILT PANEL C. GRID LINE > -- � D. CENTER OF MULLION East Elevation 13 T3 1 a E. ROUGH OPENING DIMENSIONS TYPICAL THIS FACE UNLESS NOTED OTHERWISE F. VERIFY WITH MECHANICAL C 2 a 9 E G. CENTERLINE OF COLUMN IS GRID LINE H. FACE/CONC.:ETE 1 2 3 � 5 6 7 8 9 10 1. EDGE OF ROUGH OPENING A4.J 1 2 A4.1 3 - Rei isions: 18 - t8 - - --- -- - 03 ITS O O s - - n 00S 0 c7 = OS 4 Y= ® (D © G - r _ arx - _ a .-• r .._...•r-.-•---}- -- utt�etw oestw cru P, P.c.. 2ooe. Ati 1 - _ - - - ► ::} r - - RIGHTS RESE'AvED 0 0 0 0 �, � T _ Y ,,.� I - ` .-• - ,MESE DRAWINGS ARE ,'THE PROPERTY OF z : - S•,4 t�10.DREN DE �7+ GROUP. PC AM) ARE t1 , Y z �AlwER. ExCEWITH TK PRIOR WRItTIEN P PlDNISS' WILDREH DESIGN .0 GROUP. P . - iF . } -Y+•-.t LSZ Y t YY -YS I Date 6 March 2006 Qh aY L m i _- Drawn by: Checked by: CN WEM Job Number: 10l 100.04 Sheet �;--1 c West Elevation Southeast Isometric 10 - 4 --- -.------- -- --- - -- 8 - { 12 C 0 2 4 �� Bid Submittal-March 2006 A3. 1 A 16 ( 4 ) 664 a 04 � I I 1.,„,,µ rM,.nMMnti,.rha.wrw.yMrrwM• M C(t1 a I' w7 I 111 1 +111111 IHlllllllllllfll Illllllllllli!I!11!�IRIIII+I I1i11;11,+ Ul�lllli;:{I�111111,;1'SII111. llllll - --- a `- .II!. 1111 111 I'lllll:l�-�nII nl; 11Ir 1 1 -.., LEOISN.RYSTIlP a 13 14 ! 1 ie f� Im Int �b �1 �� 2s 2a 2� a� zs 30 7!q I Li d 1000.1C.T ? ! e 5 by1.71 11=.- f"Wilhill 11 Ri 11 ttl 1. CIS - T..w.mq-*.•. .- ....,'.,._ - r a, al • L wh. ' • M1Y • i _.—a_.ue:.r..s... ................ tray.,. '��'-irt+'Y:;aeJawghNYtM!4.r... _ - - ..a.•rur...w..,•mwi.u,re.rwo•..iw.. s, ....,...uJ..-_,•....... ... ... ...... ...... ... .. ._. .. .. .•...:....,:+..RNx.+Lir Fuuel4ieY.11./TY. _.,,:_. „e..'.-..,.y..Mr.:•-av^:w..tiiMiwx+..w•rwYf'•.••••4., ._Ww - •-•,.. ....iaMa+Awmr.u-t:'uww+W'i+mx '.:arruaaa- ,u,.a:lwu.r..e.wx:..aY,.v....,wLwx.•.«w:.'N::ww.,.....,.«..:,.......... , Keynotes Q� - CC*vCRE?E F_X.-R &-AB - SE. S-RvC' KAL t0 ` - — FOR THICKNESS AND REINFORCING 2- ,01ST - SEE STRUCTUR_ FRAMING l _ PLAN M,RcIL.D=--RE�N Dk�E-, tia G RO�1P.�P.1.�C . NQ R . . BA INSULAT'CN 3. 3 METAL FLRRikG 4. OFFSET GLAZED STOREFRONT SYSTrr + Be••Ela^k:. 5 SPANDREL GLASS • 7 a p Tigard. OTc-� 6. FOOTING - SEE STRUC%RA- FOR S:ZE A%D 8 REINFORCING --.--- a I - :� .' — --- -' %' • i 7 SHEET METAL FACIA s- I ! 8. CONCRETE TILT-�P PANEL - SEE STRUCTURAL FOR THICKNESS A%C REINFORCING 9. 3/4' 'JEEP RE rEAL 10.NO GYPSUM BOARD FROM S,AB TG 4'-0' • 9 \ 11. SUSPENDED ACO,:ST:CAL CE:"%%G SYSTEv - — 9 12-CONTINJXS JAaDR BARRIER ?U 10.1+sr 13.LINTEL ANGLE, SEE STG..0 ..RA_ a 14.:MU VENEER a 5.BRICK 4NEER c 16.ROOFING PROTECTION FARC p p '• _ 17.METAL DECKING - SEE S'RuC%RA;, 2 I 12 . r 18.CONCRETE SLAB ON V---AL DECKING - SES S'• L'_== • ` ^ 19.RIGID INSULATII.Nk • -� 23 20.3/8' RESESSE.". BRIK CvLQSE p 21.BUILT-UP ROOFING SIH. 17 + A&2 22.WATERPRDCF iVEVBPA.NE iH wit 23.Rf TNS 8 BTOw rSTRON � SICK PI O � u -x 24.STORE CON S =RC}'. S.T IN T:tiOc,, BEAD Or SEALAI.' - - jt- 25 5�•;y _ _____ ►�.-ry `_�t�j: .-moi i 26.SEA_A%' � �r;7 • s i 27 L GRA' S.0 COhD.TION 28 *ATERPROO;"%G WASTIC A- c:V CONDITION 9/ 29 AA-EK PES:S-A•.' VEV8ZAtic A- S:w Z OF N •p 3" ✓RA:PsA;,Z VEV_=2Ahc A', .__ VAS_:.^ A- S:4' - 4 ( 3' DRAIN o.:c A' :M Cr,4%-- I o iq o, CI 1 a 16 0 3 • , p ' Q, 6 A�2 A!_12 w.3 24 ! , _ i I LV � Pacific W I I : T + • NI < < Propert ies 15 18 &h A%e S a c 7 • ` 57j: �•f c r < -- – Triangle i —� ` _ Commons - - I ,� 26 2 ; N 5 �< Building Four 25KY SW - • --, T,gari Oreg4:- A&' 1 n2 T. } i a ji1 .+ I � " all �. - -- ---- • l _ �t'Ct l 11 i , Ip, i v 'v► 1 3 i e A$z r 24 + v 27 "T - 1 • + < 1 r -- -- - - - --- ------------ V - a ' 1 t 7<ET ? s' MC BEE _SE: 7+ �A'J011Cm : M Mn rT .r'-- -- 'I4 oA17e MR"d t t i ' `-i TecssT s w►-_'�. d� Dads. •c -- -- w___ —__. ______. --_---_- --- -- -- --- - - - - - - - _ - Drawn b'- Checked ed b% _✓ CLT/DA%* -- 1A EN1 Job Number- iO1100.04 _ Suet 2;;. r LO Wali Section �. WaN Section z wall Section ____-_. -_-__ _______ 3�Wall Section 4 =1•-� -- -- -- - 1•-� =1 _o - --- -- -__-- w— Bid Submittal-March 2006 A4. 1 ws1-2000 \ ars1-2000 ��_�/ *sl-2(W r 1' .. ....Rea..[ i ......r•,.4a,.,.- ., .. ..1x-.,dYN.YMt i +, . ,•,..._.+wM•R.rR,n..., _• _ __.....__._•_-....-,.,._—._.__.-_----...... _. . .-._. _. .. _. _. - _...- __-__. _ . ./.�_}.p,....-..._... .--,...,..-.+..,...-__+-...,,-•.,..-..-.-...__._.......,—._.-,._.-._.___.. .,...-._ ,.._....•,._,.«..,.. .rw•.... ._—w+:a4.�,r:m.aWroL31WMJRAMYM+Y fjXi4' ctt �iR'. l it poi, 9lf LE602lTY STA! I Wall +'o , + z 3 zc 2t 2'2 2 a 24 A 2� 2' iv a'o 30X a + Y�� ,r r rl.r e iti 14f` r Ii r r� JAy f y; 4 1000 •`��d.d.wWr.•:�I.w'w:r.a •.'• ,••�.•• ....•.diYii::>;7:.^�a:w+tWw....-.r.x:.aa:.u.c�w.�..:...w..nuw:..�.:..w.a.. �uor6.n`rN3WYK:bL.Y'W1t�rirYt'45t�iYliw Yii•Y---- ..,r..... ....,.w..rr.+..,.•.__..—..-..W..-.uw.. Keynotes --�_� 1. CONCRETE FLOOR SLAB - SEE STRUCTURAL / -- - -_ FOR THICKNESS AND REINFORCING -_= -- - 2. JOIST - SEE STRUCTURAL FRAMING PLAN — 3. 3%" METAL FURRING WITH R-11 BATT INSULATION MILUREN DESIGN CIRC)UP, P.C. 4. UFFSEf GLAZED STOREFRONT SYSTEM 5. SPANDREL GLASS ARCHITECTURE • SPACE III ANNING 6. FOOTING - SEE STRUCTURAL FOR SIZE AND 7650 S.N', Beieland, Suite 120 I REINFORCING Tigard,Oregon 97223-5692 I 7. MULLION COVER PLATE Voice: 503-244-0552 o Fa.: 503-244-0417 � I I 8. BRICK/BLOCK VENEER BEYOND I v 9. 3/8" RECESSED BRICK COURSE -- . 0 I ------ I 5 -------_ 5� �r - � OF � 7 1100 I r- - -1 r - 1 I I I I I I I I I 5 O�\ner: - - — Pac if is N W --- Propert ies 2 I I A5.5 6 -- -- ---- 6600 SI" 1115th A%e., Suite 175 A5.5 �— Bear erton, Orre�.n 97005 CoI rI PI•`'feet — / Tigard A5.3 I Triangle 41- -ionsA5.3 5 C o m n - - -- - - - - -� 3 - AA53 Building Four ` _ f � >• '� r ♦ � •: �.� .•r. .ri•r.+,� •.•.. �� _ .. .. �•. .�•.••� � / I �� 11KJOSY1" 61th .-�\e17ue Tigard. Oregon Ij I \\ \ I Sheet Title. -r -- - - - - - Wall - - �2 9 Sect ions --- I o — Rei kions: I L — \ I \\ \\ NILDREN DESIGN GROUP, P C. 2006, ALL THESE DRAWINGS ARE THE PROPERTY (V \ \,\ j RIGHTS RESERVED Qrf Y L — — — t3 NOT TO BE USED OR REPRODUCED IN ANY yILDREN DESIGN GROUP. P.C., AND ARE A5.3 — I PPEWISSION a YI WITH DESK GROUP.TEN C. L Date: 6 March 2006 Drawn by: Checked h.': t CLT/N1RVA'/DAV N 'EN1 N -- -- ------ L- - — Job Number: 1)1100.04 • • 8 • • .i • 0 . �. • . • e V d• . • : lip a d • • • • • • • •�• .,. t : ' S,: • .•• .. •.• N •'� .. : . s. N Sheet AL3 i �� —_ —-- .-. C • 1 I w , Wall Section Bid Submittal-March 2406 A4.2 ws4-2000 7l/iM1.Moe+.ne............ :,.n ..:n,,,.MwMM.Mk+brx•,..� •., —'�"u�w'— _--•".""�^'a'w'T':"':""-.. i�I ,i �!y:1 i I i,� .i � i � i,, _ -.... _._ ,.wv✓rr±•r.ro..n..+sR+�«�w.H.µ.r.,yM.,,,, .,. ... .<,;..•.:..-._ .... ,. ..�w,.r•r.-:.�w- NM' ,`!a ,�•Tl (!II�IIni.l. .iill�,l I , I i IIiii 11111 lii,llilllIllllli IlI)I. !' Il,irllilll._IIII:IIIIIIII �n'I!IIII 1`�IIIIIIIIIIIIII�IIIII!Illll;illlll'! -i LE(31Sllf�'Y yTRIP a 4 s# b b a I t !2 t3 a to t7 Ie IIs za �I a2 t 4 ;r; , 8 2� 30 30X t r N11 J161ifitall Laid! All ' {' fir'• c i - 7i ( r -N i• _ ; 4. �4 1- t 1 Y. - Keynotes O�— - 1. CONCRETE FLOOR SLAB - SEE STRUCTURAL FOR THICKNESS AND REINFORCING 2. JOIST - SEE STRUCTURAL FRAMING PLAN — 3. 3%" METAL FURRING WITH R-11 BATT INSULATION , 4. OFFSET GLAZED STOREFRONT SYSTEM MILDR, t : UESIGN GROUP, P.C. I5. SPANDREL GLASS nKCI rrTr, lir • yrn(r III '��NrNc 6. FOOTING - SEE STRUCTURAL FOR SIZE AND 7650 S.41'. Boeland, Suite 120 REINFORCING Tigard, Oregon 97223-8692 19 I I o 7. MULLION COVER PLATE A5.6 Voice: 303-244-0417) I � v 8. RIGID INSULATION 9. %" GYPSUM BOARD SOFFIT AT OVERHANG 1r).TS BEAM - SEE STRUCTURAL FOR FRAMING 1 I 11. SUSPENDED ACOUSTICAL CEILING SYSTEM A5.2 I 12.%" GYPSUM BOARD CEILING 13.CONCRETE SLAB ON METAL DECKING - SEE SrRUCTURA; 8 10 1 --- __- - I- - — 14.CMU WALL A5.2 I I 15.CMU SILL BLOCK 5 I I lam' I A,P LO 7\777777/ ISA ;G OREGON of I 11 �� i I I p \mer i Pacific N Properties 6600 SN' 105th A\e., Suite 175 Bea\erton. Oregon 97008 7 e53 I i c0 00 Project t3 3 Tigard Triangle Commons - 77 7 BU1IdIng Four 85 11630 SW 67th A\enue 17 Tigard, Oregon T Sheet Title: 12 x, _ _. / Wall ;y• 9 7 Sect ions tV I I I 6'-6" -- 1''6" 4 {{ I 11 9 0 1 I Revisions: -~ :r I 1 O I O I • I MILDREN DESIGN GROUP. P.C.. 2008. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MiLDREN DESIGN rTMP, P.C.. AND ARE t NOT TO BE USES 0R REPRODUCED IN ANY 1 4 MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION a- MILDREN DESIGN GROUP, P.0 3 f i Date: _ 6 March 2006 rl Drawn hN': Checked b� CLT!MRW WENT pP. •. • . �• ;. a . v s•' •. .. . •. ., . . _. � -,�—_�-___ Job Number: c 1017100.04 •. r • • ;1- 1 '~ Wali Section Bid Submittal--March 2006 A4.3 we3--2000 __.__._ _.�.__--..-__._..,�_____.__•...,_------ _._._- ..,"�� I i 111 " '-wws,... .... �«.:..- .. � '>,Xw.;'14.C:`�' y Y i f t ( f I 11111 IIIIILII illfl I IIII I��I IIII IIII 1111 III IIII II nil Illi lul nu lul IIII nu nl! In!Ilu nu a 11ul nu W C'PIM-11-1111 I 1 11 nu I�u w h(T'; II I IIII till 1111++IIII IIII Illi Illi 1111 Itl Ilii II II IIII'I;; II till IIII I I I I I I I I I I I I 1 �1� ( I I i I i I f , ► I � f � f I f I t �EIf3iB1(L�TY STRIP o c i i 2 i3 i1 I'e 17 is Iy1 sz r as !t3 �� a �y a0 rtta ao 0fI 1111&0 - ;Y oil A 1 07L , .y s� I p, • 1,1 ! I :. . ...... ., -. . : ._ .,, u.,.,y,. : .. ,__.., —.`wm.._ ..+� ,..a. - `IrY+td�1=M+Y..'.dLs.:x•�.r��Si�r.b:S..tiS� ;.: - - - ---�rrrw.r.,..,..:no..... : ._. ...... ............_— wWw..r..Jw!.s!s.�r -- -....w...... ,.. ._...... -.a..,..._"............w........_,...w....r...,...,.....,. "n1.- :K.!`Jlii..ueti.d. e........,:au...,::__=`�'..a+»aw,:..wwuuaa+n....c.ilc+l.1'n.,Ywdo+i.Mr.dai 1rSAi.��n.�Yi!fY�a!Y1161 __ _ i� J L. al., -. .._r __v..".u.YYr. �•--� ili. Keynotes 1. CAST IN PLACE CONCRETE STAIR TO FIRS+" SANDING 2. STA114LESS STEEL HANDRAIL - 3. WOOD TRIM OvER STAIR STRINGERS MILDREN DESIGN GROUP, P.C. 4. 1 x 6 WOOD BASE WITH RE>/EAL ABOVE 5. WOOD CAP ki"il7Tr:;:k; • •:P.�WF PI_ANNIN 6. RUBBER BASE : �k Be%t: ite 12- 7. WOOD CHAIR RAIL Tigard. 0:c Fav 563-_;; ;.' r: r; r �`*D IV_71 i Ar yr 1 i Pacific NN" IK Propert ies 1 - - -- - - - -_ - - -- P3 - - 6600 yµ• 105th A\e.. Suite 1 30X / I 1 Bear erton. Oregon 9.00* i i I �p 2 z a ---'� '$ ; Protec' i C O W ' Tigard WW 1 Triangle V` Vf Commons - W = P7 PU I Building Four ll 11�� 1 ��ti 6th .-%\enue T �I Q, P7 P7 1'-0. Tigard Oregon _ - - \ 07 I Sheet Tile - - - - - -- - - - - - - - - - - — —# - ..— .:r I -- .,� Build�T�g Four - - -- -- - - --- - - - - - - • _---.; -�_ --- - - - - --- - -- - - - - - - - - -,r -- 5'—D" - � - r =� Main Stair C1 F; _ Sect ion r / M p N ,r 1 I � ' � 1 N 2 As.s Re\iQtnns 1— \ W 1. N I 1 i M 1 I I = e O L P3 C 1� 1 P11 I ? • o � ! 7 L_ I ELE�IBlCA1.B45?►r' !�� i a 3 V-11" \�� 6 RtaMTS Ri9E1WFG O - Ys oRcr+ OESION aRouo PC, lox. ALL I \ AL4 r THESE DRAWINGS ARF TSE PROPLJITT 7 �l TM. ( / j�.�T I NOT TO DESIW OOlt R o c.. CED ARL / PPEETWISS N VIM nnREN DESIGN O" o c J MAMER, EXCEPT $NTH THE PRJOP VAtTTEN Date: 6 March 2006 ;,: Fir � .� , _. ,... _-_- -• --_- ------- -- -., . . . _ _ - / - - --_ ------ � -#- P ----T- - -r- :�_ ---;-----,_ - - ._ • - -- — _ Drams n b%: Checked b- d . _�— —� _—— .. •. . -- i. _.. ._ — D.aviMRH• µ'EM Job Number. 101100.04 Sheet 7 Main Stair Section 2 Main Stair Section____ 8 V51 ✓St , 0" 0 Bid Submittal-March 2006 A4.4 - T r T 1 �; "di Y.G\IM Y 1 I Y Rw !O N I[lY I �C 3 4 _ F 7 e a z 3 1e 1F, �^ a"2 23 2= 25 ze z- ze 29 �r; M a .. 1 J + ' 44 !� r f'�• � YYr,`. �. a i-' S'. Yi �.Mfdw, S.tllldwuk�.. • -r .:n..,..:,:w.»..s....N.n.:.-.:.... :........:;.......... ....,. .,......:._...,..w..r...w..+:.:,.warw,.rw.Yw`•-= -- `Bt+.WdWw:-- �'..�In.tNi:ii.ei'a� ��+5:'.r': ..,...�, sLrrrs1�+'twaYcauw,vvwY+xa..w.v.,nra. iJ.+...1:» v:1w.:u: -_.-..-....._--:�: .:maoNwrna6.r6rw+�.x;wnwiaK.mYu,irwti:evrwdd�0f.ww-'.+ -':wlio0+r�. .'.. •• .. :.` .. .. ..._.• Keynotes ref;i+Ah;CA- x+AFT �. SPA:%.- ^V:_�%.: _ =z - - LLOF 3 3 i 1 ze /71 - � Li C =� Pacif is NNS -* z ' Propert ie P7A � 1u • 4 w 0=3 t W \ _ * O - ZGE i p •O � .- ' ' .- p - s - Y Tigard V a _ Ti angle o I , - t•-„- t3 Common- - • Building Four 44 tit • I I � 1 • 1 f C }} _ _ t _,�• r Building Four 4 . NM air air and pn , - E levator -� �\. I o - �i m n n 1-1 Cm sect ions v • f • M O Ob ftA COS O v \ I i O 1 k �/ • O — N O 00- O O O d W r Seconder Stair/Shaft Section W ; •. f h O Q OL = zs7e. a IN m w O O O a4�ot cscs' t-r +t •mar .r--•_. 12 •aresso. � •sac+ sYo• aas =- Date fi Slarch 21:+ -- Drawr, b-. Checked N• a DAA/�(RN WENI 0 •:, • '• Jib tiumbts: i C'I I X, -A �2E*vator/Shaft Section g �rS3 Bid Submittal -March 206 A4.5 e n STl� 2 3 If. g g + L4 Q 2 13 a e' •9 '9 24' { 22 Z? 24 ZS 291`T 3OX � 4 t R►� � � � parr � , i 1 r ' q� 1( a....:..w......,.... LAYER GYPSUM BOARD (OUTER LAYER) . P-4A LAYER GYPSUM BOARD -CERAMIC TILE (SEE INTERIOR PLANS) ' - GYPSUM BOARD - GYPSUM BOARD TYPE "X" - 'RESILIENT CHANNELS AT 24' O.C. -TILE BACKER BOARD / - - "RESILIENT CHANNELS AT 24" O.C. (AT CORRIDOR SIDE) -3%" METAL STUDS AT 16" O.C. • PSA -3�" METAL STUGS AT 24" O.C. l _ _ -CERAMIC TILE •-' -3h" BATT INSULATION (Al- CORRIDOR SIDE) / -6" METAL STUDS AT 24" O.C. 1i -h"RESILIENT CHANNELS AT 24" O.C. (AT OFFICE SID J -TILE BACKER BOARD AIR SPACE < 3 3" SOUND ATTENUATION BATT "' -3%" METAL STUDS AT 16' O.C. MILDREN DESILS GROUP, P.C. - METAL STUDS AT 24' O.C. I -� SOUND ATTENUATION BATT -'CONCRETE TILT WALL PANEL I -3" SOUND ATTENUATION BATT / -yb" GYPSUM BOARD I - GYPSUM BOARD /!�� L -3" SOUND ATTENUATION BATT INSULATION nitciur«i�ItF • SPACE PI-AWNING • per@ - " GYPSUM BOARD TYPE "X" I • P I • per@ -�� --PLUMBING CHASE - SEE PLAN FOR CLEARANCE 7650 S.N'. Be%eland, Suite 120 - " GYPSUM BOARD ) • e,2a -3g" GYPSUM BOARD -CERAMIC TILE (SEE INTERIOR PLANS) ��/ �- -3" SOUND ATTENUATION BATT INSULATION Tigard,Oregon 97223-8692 -6" METAL STUDS AT 24' O.C. I -3 " METAL STUDS AT 24" 0/C -TILE BACKER BOARD -3 " METAL STUDS AT 16" O.C. Voice: 503-244-0559 -3J¢" BATT INSULATION - GYPSUM BUAi'D TYPE ;'X" \� -3" SOUND ATTENUATION BATT I -3 METAL STUDS AT 16' O.C. C -TILE BACKER BOARD Fax: 303-244-0417 AIR SPACE --3%" METAL STUDS AT 24' O.C. -CONCRETE TILT WALL PANEL I J -%" GYPSUM BOARD TYPE 'Y' • PJD GYPSUM BOARD \ ) I I • Pte' GYPSUM BOARD -CERAMIC TILE ' P1� • 1 I - LAYER GYPSUM BOARD / --CERAMIC' TILE (SEE INTERIOR PLANS) '�� r GYPSUM BOARD -� -�" LAYER GYPSUM BOARD (OUTER LAYER) !' -�"RE.SIUENT CHANNELS AT 24" O.C. I - ([LE BACKER BOARD -3METAL STUDS AT 24" O.C. - LAYER GYPSUM BOARD TYPE "X" (AT CORRIDOR SIDE) I -6" METAL STUDS AT 16" O.C. -336" BATT INSULATION -,V2"RESILIENT CHANNELS AT 24" O.C. -6" METAL STUDS AT 24" O.C. { -h"RESILIENT CHANNELS AT 24" O.C. (AT OFFICE SIDE) --4)6" AIRSPACE I (A7 CORRIDOR SIDE) �' -3" SOUND ATTENUATION BATT -3" SOUND ATTENUATION BATT \�1 -CMU -3%" METAL STUDS AT 24" U.C. III - GYPSUM BOARD I� - GYPSUM BOARD *ALIGN WALL COMPONENTS WITH -3" SOUND ATTENUATION BATT . pE I . P • ADJACENT WALL COMPONENTS I - "GYPSUM BOARD TYPE „X„ - GYPSUM BOARD I -CERAMIC TILE (SEE INTERIOR PLANS) PlD -CONTINUOUS VAPOR BARRIER Q -3%" ME-AL STUDS AT 24" O/C -TILE BACKER BOARD -STICK PINS - LAYER GYPSUM BOARD TYPE 'Y' P,LA • � --3%" METAL STUDS AT 16" O.C. GYPSUM BOARD 1 MASONRY LOCATIONS: *SEE ELEVATIONS -3�" BATT INSULATION -�"RESILIENT CHANNELS AT ?4" O.C. -�" -�" LAYER GYPSUM BOARD (OUTER LAYER) _ -�" GYPSUM BOARD -X"RESILIENT CHANNELS LAYER GYPSUM BOARD -TILE BACKER. BOARD 1. TO FIRST Ft 00R HEAD -CONCRETE TILT WALL PANEL (AT CORRIDOR SIDE) '' -� -6" METAL STUDS AT 24" O.C. (AT CORRIDOR SIDE) -)J"RESILIENT CHANNELS AT 24" O.C. -CERAMIC TILE (SEE INTERIOR PLANS) .CERAMIC TILE IS PARTIAL HEIGHT - SEE INTERIOR ELEVATIONS 2. TO SECOND FLOOR SILL3" SOUND ATTENUATION BATT -3" SOUND ATTENUATION BATT - (AT CORRIDOR SLOE) 3. 70 70P OF WALL - GYPSUM BOARD TYPE "X" -3%" METAL STUDS AT 24" O/C -3%" METAL STUDS AT 24" O.C. *CERAMIC TILE IS PARTIAL HEIGHT -- SEE INTERIOR ELEVATIONS - GYPSUM BOARD -3" SOUND ATTEiJUATION BATT �� - " GYPSUM BOARD Interior Partition • L E 1 .O JR 1-hr. Interior Partition P3 Interior Partition P4• with Ceramic File P5 Plumbing Chase _ CP GON • P1 Exterior Wall P2 _ - � (UL DESIGN #U465) WALL TYPES MAY BE USED IN LIEU OF P7 ,,HAFT WALLS OF SEE DETAIL 4/A5.1 TO TERMINATION • P� - GYPSUM BOARD P 7 -�" RESILIENT CHANNELS AT 24" O.C. -1" SHAFTLINER -CONCRETE SHEAR WALL - I -236" CHANNEL STUDS i SEF STRUCTURAL FOR -1X" SOUND ATTENUATION INSULATION THICKNESS AND REINFORCING - RESILIENT CHANNELS (CORRIDOR SIDE) I -�" RESILIENT CHANNELS AT 24" O.C. I - " GYPSUM BOARD GYPSUM OR BACKER BOARD II -1" SHAFTLINER -2�" CHANNEL STUDS GYPSUM BOARD -1 SOUND ATTENUATION INSULATION G -�" GYPSUM BOARD - HAT CHANNELS AT 24" O.C. -CONCRETE SHEAR, WALL - SEE STRUCTURAL FOR • -1' SHAFTLINER THICKNESS AND REINFORCING I -2h" CHANNEL STUDS [ '��ner: ' 1 -136" SOUND ATTENUATION INSULATION Pacific NW -h" RESILIENT CHANNELS (CORRIDOR SIDE) ----�-- -(2) LAYERS %" GYPSUM BOARD Properties ' -- — d 6600 SW 105th Ave., Suite 175 --- Beaverton, Oregon 97 008 P6 Interior Concrete Wall P7 Shaft Wall _ 1 HOUR RATED. GA FILE NO. 6800 METAL DECK AS OCCURS 5 -- R-11 BATT- INSULATION P2 'HALL TYPES MAY,,BE•bQED IN LIEU OF P7 WALL TYPES A5.1 7 4 �` WITH STICK PINS r _ TO ROOF DECK -- --- V .' ' Jr '�•.�.---�. r � MCTAL DECK AS OCCURS p1.��lt�l + SIMPSON A34 WI' POWDER U 1J �" DEFLECTION SPACE - DRIVEN ANCHORS ` \ FIRE SAFING A i RATED Tigard a AT 24" O/C DO NOT FASTEN STUDS OR / WALLS BETWEEN FLUTING GYPSUM 60A.R0 70 RUNNER � i 1 3 Trlanale i Q A5.1 —FLOOR OR ROOF STRUCTURE ABOVE C ° ° 4 i \ �--FLOOR OR ROOF STRUCTURE ABOVE _ V � v �" DEFLECTION SPACE - v v r/ 4 DO NOT FASTEN STUDS OR v O v GYPSUM BOARD 70 RUNNER COI�II�ZOIlS a \ SUSPENDED CEILING v �% ° 4 ° v v 4 4 I SEE PLAN FOR r v ° Building FOUL' V -- - CONCRETE TILT-UP WALL p I n ° v PARTITION TYPES I I 1 v I SEE PLAN FOR v 11850 SN• 671h .A%enue 3}�" 25 GA METAL STUD = �� I PARTITION TYPES p Tigard, Oregon FURRING AT 24" O/C WITH N R-11 BATT INSULATION z - 1 \ Q v1 T � IN. Q '�, ✓✓✓ V - - GYPSUM BOARD W CONT. 18 GA. METAL PLATE � TO N FASTENED TO DECK AT w BOTTOM TRACK 0 SLAB WITH 2'-0" O/C STAGGERED V) M[N. �— DRIVEN ANCHORS AT 24" 0/C CONT. 18 GA. METAL PLATE Sheet Title: RUBBER BASE �/ FASTENED TO DECK AT I 2'-0" 0/C STAGGERED Details CO'ICRETE SLAB ----- -- FASTEN RUNNER TO PLATE I - FIRE SEALAfr — -BOTTOM TRACK r0 FINISH FLOOR j.1 � At 2'-0" 0/C T TYPICAL LACI, �mr ^F WITH POWER DRIVEN ANCHOR O 48" O.C. 0 FINISH FLOOR i TRACK p � � - BOTTOM TRACK / j WITH POWER DRIVEN ANCHOR O 48" O.C. FASTEN RUNNER 70 PLATE — I — AT 2'-0" O/C 4a 1 - n ' ' e t 1 HR Wall to StructurE� i 5 G sum Board Partition at Metal Deck Furring- at Concrete 2 Wall to Structure 3 G sum Board Partition at Metal Deck 4 Wall to Structur a _ � _ 5.1 92ti'-°" — 5.1 d19a — A�Vi3"=1' r" - 5.1 d1"=,'-0" d,a, - ° at 1 HFA Wali to Structure �--a d19 I' 6 i, " GYPSUM BOARD- 36" REVEAL WITH WOOD PANELING— Revisions: BLACK TAPE AT� GtiP. BD.,T "N - =-•v =-ry � I I •a WOOD HAIR RAIL WOOD PANEL LNG — WOO PANELING-- GYPSUM BOARD— , I MILDREN DESIGN GROUP. P.C.. :DON. ALL �O 10 10 RIGHTS RESTRVTO Q _ -- fi' N N CV ''eds THESE DRAWINGS ARE THL PROPERTY OF USED OR EPRODUCED IN ANY 1x6 OD BASE—� MANNER. ENOT TO KXCEPTT WITH THE rrROR WRITTEN MILDREN DESIGN GROUP, P C., AND ARE PERMISSION OF MILDREN DESIGN GROUP, P.0 Datf'' 6 March 2006 Dra.Yn by: Checked by: • MRW WEM �— -- — _ Job Number: 101100.04_ �`1 0 E�OND LAYER OF GYPSUM B NNO BASE OR CHAIR V D Sheet C� [ 7 BOARD ABOVE CHAIR RAIL RAIL AT SIMILAR i AT SIMILAR CONDITION CONDITION e Wali Details Bid Submittal-March 2006 A5. 1 ' 5.1 d-9250-10 �. I ..»«.�...._.,...r_..... ..-».....,... -..,,.,nr ...,. .,...,.««.a...,sreya+,w....,.nww.w.w..�wu,ve+•mwx - ,�, . .- Cm�, , " � '�111��11111111�1il;lull;llllllil!I111111111I111111111 IIU111i1 111111111 111111111I1111111lIili11111U�lllill;III111111111I111111 1►Ilin�nulnulllnlllulnnlllullnll,ui ill��ll. l',;,�Ilillllll!IIIIIIIIIIIIIIIIIII�IIICIII 1111111 IIIIIIIII11111 IIIIII,IIIIIIIIII 1n11I LE01R11.1TYSTRIP Ia�W.I� Q e p ih 1 i i2 i3 14 Is I, is I� �o 21 2a 23 24 R'6 ze 27 2H ze 3Io a; 4 NONI • 1Cyl1 a;M' S^ 1 t { I 1 i i 1 1 1 1 I I i C1*' +iunw,,,.re,wcor..wn...•.+w. n-n•,-^,-_.. ,.,F..........., ........ ._... .. I 1 .243•.',. , ,�w•, .. ?a. Ati c I�tJ. FLASHING - -STANDING SEAM .IOir+T CONTINUOUS CLEAT / -E. S®E. ACOMTIN�JOfJ�C 4 flQ IFY P'RIY/�Rv ROOF ' --t DRAIN ASSEMBLY _ CLEAT FAR SIDE. �--"-� UP ASI J'-p• , 5'-c• SAW, SLl?'x ' ' ..DRiTti DEs+cN GROUP,PC. COPING WI S TAJ�IMG SEAM K` -� • R€. *.�cT Pt�ti.r! TO ORA.k k Tk ,, � LES PAS. j -._ � �� Bt•e;.�r,.� �.:�?e 2:+ �. ' FAS ,•�•. • -0' . 4'-0' m 4• DEEP + -:;;- FIBER CAA' AT V-0- 0/CSUMP. SLOPE TO GRAIN BUILT-UP ROOF SHING P.. ��• 4 X PCOUNTER FLASHING P.T. to SEE t/.A5 5 ROOF rE_-S CONTINUOUS QLfP / ----CONTbdi"S CLEAT 1 � Rtri10 INSU A /7 n ':1. PROTECTIOn 9�AR� l RNWY DRAIN � /� � •� rx. . ' . • . • . r w,�• `.Tom-- __ '-- • ' _, . ..— ___. —_ : 12*• PLYWOOD ✓ /\ • NQTI NLD KWIK-T \ OF LEAD PAN , * • ;,Cy ji,) •, . . `. , • . • . —---- , 2'-0- O/C PERLI TE CANT _-- - • , CURTAIN WALL 6 BY P.T. N INERAL CAF SHEET CONDARY DRAIN _ METAL 0E yEMHttANE FLASHING METAL DECK NG MEMBRANE _ BASE 94EET 4 ROOF Si.W RECEIVER 0_1D tTUBE STEELINSULATiON �� 'I SEE SMACIURAL ovERuY BOARD I,A+DERNEa KAMF /�f Roof Parapet at Curtain Wal! 2 T ical Parfet Wall Flashing 3 Roof Drain Plan a Pk52r�mar Roof_Drain � OF L 11 52 I - •2c2c12- - MEC*AN:CAL EX:PME%T SEE WE>ANICAL PT 4: TOP Q COPING WITH _ _ _ _ _ - _-: --_- COPIN W SEAM ' STAND Sr+iM SLOP£ TO DRAIN 3 18('•A MET/1L STUD - - - - - - - - - - - - - -- -- - / __ _ RUBBER CtJPl ER c CONTIWJO�I.'S CLEAT FRAMING AT 4a' O.C. SEALANT MINERAL CAP SHEET - _ - :_ . 3-.NG - — FIBER CANT + STAINLESS STEELSCLAMP ANE rLAS iNG7 STAINLESS STEEL FLASHM - CAP '� — y� SE7 IN FLASHING r_A9+t�fG P..w :,� _1� �NTORAtAl —gY RGOFING L�'•"�S= oR - — 11/B _ ROOF rE. rS ^ / t R F.ASHiNG PLY / +- rL SHING -ENE; l ROOF HATCH ROOF FELTS / ——4 r OVER R CF'Nv �'S -- -- -- NAILER FIBER CAW -- �► SEE RCS VA t-X rtiE-A:- - RD IMStJLAT10N— 1 ' o NGI Gi✓ INSt1LA TI ON ON / 7 • `�"-- "*^�"' i� N_�_-= .. 'JE'AL DECKING - SEE C / NTERPLIES c 77 RIC i f 1 c j`- STRUCTURAL ii i "� nVERLAY BOARD - - --SAS SHEET COORDANIAFE 11MITlti _ �� FCR PROTECTION BOARD Properties FRAWNNG R-11 BATT D + M lGID lNQ3L A TIClN c �' - ..rr,� DECK I i I i -r INSULA'ION ON i 2' '3 b' - j i i E� 4' GCiNC7 "'E S�AB/T _ �Rf £ 3 `•E STICK PINS TO I ✓-• ., —� --- - P.T. NAILER -� ` f ' OVER METAL DECK =ASH NG G' =: STRUCTURE ✓1 t 1 , 2' ACOUSTICAL UNSER =�= aA�IS A4E ti,' f`- 1 CONT.. 0 vER ENTIRE TIM -= - _ _ ` L 22GA METAL Fr.A9►�MG: - -�:•-- -v�1�vA�.a� 5 ' 20 GA AT CURVED FASCIA STEEL BEAM 5 '--, _ _ A ��Av �1 W� STRUC LAAL - -- - - - [fid•E' O'f t- G, 'i+ COORDINATE WITH MECHANICAL - - &RICK VENES A- S:%P ,�\ ' Roof Parapet Roof Latch Pike Penetration a Mechanical Curb Flashing at Mechanical Screan Post T A5.2 - - .. Tigard - 26 C= �NTAAUOUS - ;,LCSZ_;'7, COATED TO MATC14 ' Triangle - METAL PANEL ROOF HATCH SEE '- r► C14 -- - DETAIL 6/A5 2 '' C o iT1 TT 10 n T ! --- - - - - - - - - -- - _ — - _� _--- Building Four -- —BUILT-UP ROOFING O �-- TER ANCHOR Q ON FRAMING F.B. X 2 RAIL - ' -- -- — : - SEE STRUCTURALw Lei _ --- - )(+s X 2 X 9 A It -ROTECTION BOARD 2 Ccc - - --- --- c �' -- 0 RUNG AT t'-0' aC Q x 2 x 2 C TYPICAL �— e METAL PANEL BrrP-wR36 - 5r"E S R;,CTt1R�4 4 Z -_ W71H )6'4 LAG BOL' tj¢• THICK 20 GA_. COATED � \ < L OR APPROVED StJBSTITiJTION +--- RIGID INSULATION �` F-8. % X 2 RAIL Rta." MINIMUM 2 X BLOCKING X 2 X 2 w;TH tM AtL BOARL, Roof Matrix Asse ( IN > < (t) )J-* EXPANSION � TS BEAM BELOW - �e+t Cc- :— - METAL DECK ANCHOR SEF STRt:CTtJRAL "A+� - - GYPSUM BOARD �ioTypical Roof S stere, v Ladder to Interior Wall - Elevation =i2 Ladde~- to Interior Wall - Plan ; '�Metal Screen Wali _ Roof Screen Section 7- �— _ -- 3 =l.-n• - -- -- x2 5t �Rh t5lC42S 1 r Q _' v � "\'vA,1 f --CONCRETE: MALL PANEL a � ALUMINIUM STOREFRONT SSE,;ANT / WITH INSULATED GLAZING CONCRETE TILT-UP WALL PANEL d --- sNrw 44 - SEALANT � �-- 001 i e WALL PANEL e J i / SEALANT AND BACKER ROD TYPICAL d M :0. 75 am '•E oo•..if?-- T 4 u - - - A a — ----- - SEALANT �-- w s c t S'+IM - CONCRETE *ALL FA.N£i Da'e March 2046 — VE!R'TCAL REVEAL. 5TOREFR0I:T SYSTEM winA BEYOND1 \\ ,MSULARO? GLAZING SEALANT Lka'•+r L� Checked b�': TED �- ALUM!M M STOREFRONT �\ DAV,'`.IR%%' MEM SHIM Wi TH SPANDREL. GLAZING — V q :04i'c'ETE OMI•L PANEL Job tiumber. 101100.04 �. SEALANT - - -- - CONCRETE TILT WALL J--- f i Vertical Reveal is Storefront Window Jamb Detd n _ Storefront Head Storefront Sia — Bid Submittal-March 2006 A5.2 ¢• s-r-i------ - - ----- - �r- --- •:t' - -- - ------- 3'=t - tj4 =t -0 " -0 3 -0 � 4-' d34'C!-' 40410-9 bb4_t b� ...,,, .o._.. _.........,_..._._... _... _.. .........,..._.._ __.... -------- - _... _ _.—_......—. _ -----•- ... , .......,.-....,•.rrer,.w..yygr, ...,..w.,.+,w:o wBWa,._..u.s Mw.arMuwt,.`dMM.M111Yi.F .p... rs•WR:wwMTlw..w,a...,.o„..»Vw•,_w+.«w•.+enwww+•r,w .n.r 'A"'.- eq� -.. ,•--- - ,_ awwa Ilex CM F4 77 91W O 1 2 A $ b 1 ® 9 to 14 12 43 34 i7 .p 19 20 2; 22 23 24 25 28 2T 2e 10 cow - f n7i ryi� 30X A ,-"f r• r" i s WPMW ^I' h v n-_ _- .11lTL:LI..d___v -••••y lL1Yrr .. 5 rt CURTAIN WALL SYSTEM --- GLAZING JOINT - BY CANOPY _ CANOPY BAIL CAP - BY / MANUFACTURER _ �- — ROLLED TS - SEE STRUCTURAL / CANOPY' MANUFACTURER MILDREN DESIGN GROUP, P.C. f 6ty4SS ON SLOPE - BY CANOPY l nRCtiITECfURE SPACE PLANNING MANUFACTURER — GLASS ON SLOPE BY CANOPY GLASS ON SLOPE - GLASS ON SLOPE - SE 7B30 S.W. Beieland, Suite 120 GLASS CTURER 4 PLAN FOR DIMENSIONS Tigard. Oregon 97223-8692 MANSLOPE 1 2:12 CANOPY RAFTER - BY CANOPY I A6.3 Voce: 303-244-0332 �- - RAFTER 4 / MANUFACTURER _ Fax: 503-244-0417 _ - --- As.s I —_ _ _---1— __ -- -_---- -7- RAFTER RAFTER - \ CANOPY RAFTER BY CANOPY �- j ALUMINUM CLIP - BY CANOP- XT T R �'.\ ALUMISTRUNUM - SEE MANUFACTURER '1Z _ ALUMINUM CLIP - BY _ CANOPY MANUFACTURER MANUFACTURER - TS - SEE STRUCTURAL SEALANT -- VINYL DOOR BOTTOM - _ 1 1 ALUMINUM GUTTER SET I — 1N METAL ANGLE - BY BRUSHED METAL THRESHOLD VARIES (12" MAX) CANOPY MANUFACTURER -- r— CONCRE7 CONCRETE SLAB ON GRADE STOREFRONT SYSTEM TS - SEE STRUCTURAL O�D `+�l i — SEALANT �1 SE L +IAS.1iN E, YI�E� 11fJd� '` 2 Entr Canopy Gutter Detail 3 Canopy Detail 4 Canopy Rafter Detail S� Cano y Detail OF Door Sill Section Y _ — ---- -�-"_ - 5.3 3"=1'-0" 5.3 w51 wSl ws, d-08400-Threshold wsa � CONCRETE CONCRETE TILT WALL TILT-UP PANEL — CONCRETE - BRICK ABOVE AT SIM - - _--- SEALANT - TILT-UP CONDITION STOREFRONT PANEL / --�- --- CANOPY SYSTEM, VOLKEM ,y116 - r ABOVE CAULKING J " CONTINUOUS - WOVEN MORTAR Z I CLIP 7 I SUSPENSION BATT - - - - -� - - - - SUPPORT I Q TS BEAM ABOVE SEE I� N I STRUCTURAL SAW KERF 1 04 : i 11 IL FLASHING I _ 1 ` �7 V "*+ �' SAW KERF :�.._.�- �. — � 2'-2- SAW -2" - -� - I - -- -- Z FLASHING Q ' L — Owner 1 — ----- • 1 0 I — C-41 -- -s. - f I f ! STEEL PLATE - S=: 2' o0 1 ' Pacific N SAW KERF - - - - STRUCTURAL FLASHING (Z - � � CMU VENEER BLOCK I opert ie, Pro pert I I TS MEMBER - S-= COPING AT I I Ij 1 I STRUCTURAL CMl1 BLOCK) !LSI I ' WEEP HOLE CMU VENEER AT 32" 0/C I �- CMU VENEER I j BLOCK II I I BLOCK a GALVANIZED I = ONE PIECE PRECAST CONCRETE STEEL LINTEL I --�--� ,.r --STOREFRONT SYSTEM WITH METAL SILL CAP 6600 SW 105th Ave., Suite 175 ANGLE, PAIN f k'j INSULATED GLAZING EXPOSED -- — - SHIM Bea\erton. Oregon 97 005 STOREFRONT SURFACES - -SEALANT SEE STRUCTURAL —BRICK VENEEk P Flashing 7 Head Condition at Veneer ` 8 Sill Condition at Veneer � Storefront Jamb Cat Brick, Veneer) �. Column Plan r6'�Veneer Flask — _ — - -�- A►5.3 --o.. 5.3 3" —°" 5.3 3 -o" 5.3 J84'0-2! g . wS1 ws, ifs Project — —SEALr .- Tigard Triangle ALUMINUM STOREFRONT TS BEAM - SEE STRUCTURAL SYSTEM 2'-0" / - _ � U 1Zl T "� SEALANT � -BRICK VENEER - I I CMU VENEER 1-SCORE BLOCK ALUMINUM STOREFRONT Building Four _ RUNNING BOND _ SYSTEM - BEYOND ` 11650 SN% 67th Avenue 1 ' - FLASHING Tigard.Oregon SHIM j \ - ALUMINUM BREAK METAL ".nD SCREEN / COVER WHERE INDICATED ON SECTION I / ,\ GUTTER - BY CANOE" , \� R AK METAL / MANUFACTURER ALUMINUM B E COVER O _ PRECISION CMU CORE - 0j - \ t r� PRECISION CMU CORE - _ \ iv SEE STRUCTURAL iv SEE STRUCTURAL -STOREFRONT SYSTEM WITH INSULATED GLAZING Sheet Title: �- TS BEAM - SEE STRUCTURAL ALUMINUM BREAK SHAPE Details SHIM - - EQ. 1-1/2" X 1-1/2" ALUMINUM -�- DOWNSPOUT STOREFRONT SYSTEM WITH L,- - " GAP GROUT FILLED - GAP GROUT FILLED INSULATED GLAZING ALUMINUM STOREFRONT SYSTEM NOTE: HOLD BRICK VENEER -- TIGHT TO CMU WHERE INDICATED ON 1/A4.2 I 15 Storefront Mullion Detail at.-Lobb r Storefront at TS Beam 12 Column Section �3_ Column Section _ 14 Gutter Detail _ — 3"1'-0" _ _-_ 1Y1"=1'-0• _— 5.3 ' "=1._0" - — _ 5.3 _ — .3 D61 ws3-2000 �/ 014400-2 014400-1 ws3-'2000 ALUMINUM STOREFRONT _ --- INSULATED GLAZING I - ALUMINUM STOREFRONT - STOREFRONT SYSTEM WITH I ALUMINUM STOREFRONT / SYSTEM I I / SYSTEM SYSTEM SEALANT /J INSULATED GLAZING JI STOREFRONT SYSTEM WITH � J BATT INSULATION METAL STUD FRAMING - l I - SHIM - TS BEAM - SEE � BATT INSULATION I ! � �- - -� MILDNEN DESIGN GROUP °C, i00E, ALL M` STRUCTURAL -`_`- _.� I I ALUMINUM BREAK METAL \\\1- - ALUMINUM BREAK METAL TIGHTS RAWNGS ALUMINUM BREAK METAL - - - - - ALUMI U B E T4ESE DRAWINGS ARE THE PROPERTY OF COVER - BY STOREFRONT wl�, oEaa a+aIP. Pc.. AND ARE COVrk NOT TO K USED M PEPRODUCED IN ANY COVER - BY STOREFRONT "- MANUFACTURER MANNER, Exr.E°T WITH THE PRIM WRITTEN MANUFACTURER I_ I PERMISSION OF MRDREN DESIGN GROUP, PC - -_- STOREFRCN T Date: 6 March 2006 SYSTEM Drawn bN: Checked b}: -- ALUMINUM STORErRONT D.�V/MRW !� -- ALUMINUM STOREFRONT - --__. _ \ I SYSTEM METAL STUD FRAMING SYSTEM V�'EM �- ALUMINUM BREAK SHAPE Job Number:– 101100.04 SEALANT l - Sheet `L` C 1 q7 _6 Storefront Detail _— n Storefront Detail _ __ _ 18 Storefront Mullion Detail at StreetStorefront Detail — Bid Submittal-March 2.006 A5.3 061v w93-2000 ws3-7n0� ws3-20001�4 -- ...,.. •..- .... ,... - 1..,,,.,o„e.a....+.,,m,. .. ... ...,. _ ..._•_.^",,..... .._._--�_._........."..,. I! II ( , - i i � � ,•, � i CPII1 Jlt I�11111 Ilillllllltll Illlll�lllljllllii",I�I,, iliu ,I, I fllli;i litIl,Iili, ii,�l i�i�� lllll'I��illlikl il,illiN I ! IU/'�iH,l I"ijla ilill;,ii 'i ij "lilllll! illllllll ll,"11IIt IIiIlII1111L1111111111111Illlltlll I1�1111111�IIIIIIIIII� LEOORM STIP v 31 of 91 Il0 1 1 12 13 1ja ! �e 1�7 119 „ I9 20 21 29 *3 �4 �! � 9 O 30 '� f�e.e...:._........ .....•.�..ems. 1 30X I, on '411. r^ � rl-001R OR ROM STRLICTURE 350 T 125-33 (21' 350-S 162-33 AT r-o* O/C. A)O -1E EhOS CIF MEMIBERS TO AT TOP AND OOTTOW A6,3 PWANT SPREADPWG (EACH SIDE OF COAXE STIV) M.UIXEN DE9C-N G;ZO'JP RC ADDITICNAL kANGERS AT ALL MEMBERS ATTWIN Ir OF PERIMETER 35C, S 162-133 iERTICAL BRACING AT 12'-D' G/t EACH *A Y - SEE TABLE t tA PROYNDE COUNTEP SLOPE ='L.M.- rcc "ANGERS F NANGER !S MOW ROC41F rRAhOlka rkM 1:6 OUT Or' PLjwB FASTEN TO SECURE ALL MAkSGERS TO T-BAR $P%jh#4F-R 2A WXJ" :--e (2) 06 SCRf AS PEIR SVE BUX.DING STRUCTURE. TRAFEM 4- DUCT WOW AND OTIHIVR LARGE 0M 6 a 2' VOW SCIREWS X 1 mwkt�', I'm,,- "'. W S OBSTRUCTIONS PER SMACNA IN EACH LEG L 16 GAGE x1'jr1'x30 2' �XP- NOTE: I (ALL SM) SM Z--C Z:.Lz: MAJNTAJN CLEARANCE BETNEEN f2) 116z r #0 SOW" AT METAL STIUDS GOW AND ALL (2) 350 S162-33 w Al- EQVN%0wT SCREWS AT TOP fS SOW" AT 12* O/C SUPPORT NITH IP2 WRE AT MAN RUNkVtS AT 4' O/C ;n SCTION L 16 4* O/C OR *�-H f10 VIRE AT .2; 08 sowws rl' S' ON CENTER EACH GAY ALL SM (4 TOTAL) #8 SCREW LATER& BRACSNG AT 12' O/C Vt EACH LEG EACH WAY MAIN R,"XR TO STRUCvtW KG�% 9RACING M. qiD _WA.) 01"H1% 6* OF PER*w---VR AAC MA-Th RUVOJER WAJIN R',604V "ws-Z 5S 2' rROW CP= WE .)J.# 5S tvCTE-- 2'0 SS IT,-r C Ix�,- 7,-r r MAIN AND CROSS UDdEPS 350 S25-33 i I 350 S-62-33 CAN O&Y 13E CONSECTE-' '2' 3 S'E2-33!13'-4* X To WALL ANGSS AT P" 3!': 71V0 (2) ADJACENT *,N-,S A� Cft^tion Double Stud to Main Runner 3 COnnection at Roof Frami!)g 4 Double Stud to Main Runner . 4=d ?`-1� Suspenc!, Ceiling A r%A 2" A5.4 Fi.T.S. j,— X 4:E S -9-E --'r AN F 2c-rl A.*C -A.'E A PAM, :A-A, NOTE- PANT AL_, EO"U MET& ROOM COLOR o-@&-rSS NCTED OT�.w-- ---+fAWRA& AT WAU - 5 Lavatory Counter Section SEE X7AJLS B/A&4 kA5.4/1 A.AC 9/A5.4 A C 00-2 I 0� $..NORAFL A", ACHVEN- I)J'o W SM. STEEL PIPE KANDRAIL TYPWAL BAR STOCK (#4 S.S. SATIN AT LOWY STAR) 7 IL I)J-o O-D. STEE-- P!PE RA!L IL PAINTED (#4 &S. SATIN AT LOWY S'TAIP" _-Z= :% a I P f I c zo P r pe r t i e-,;. IL 00 CAP *rAlw' .0c Gp.,�C So.:C7+- L + Cwl-wn sue VOTE PAINT ALL E*n)SED METAL ROOM C0L.0R / 10 - Handrail Attachment 6 Typical Stair Tread/Riser , -�7Stair Handrail at Wall 8 ' Typical Handrail Handrail Return -A5.4 ARA A5.4 A541;' SEALAN T Tigard Triangle �_OMMOMWZ 0111 SEALANT 7 APE S'Vtr- I%A� SEE Z--,L.% FCrP is&�-L TYPE Building Four ALLOWNLO BREAK SKAPE *A_ AS ;�EQUVMM --:�E BASE BELOA To MAT04 E)GST1W SYSTEM A- =ASLr ALLM-N-V BREAK 94AK L IX -0 MATCH COSTING SYSTEW TS COLUMN SM STRUCTURAL Detad-,z. —T— SEALANT TAPE STUD WALL - SEE PLAN FOR WALL TYPE TILE *ALL SUWACE SEE DETAIL 9/A6-3 FOR PA TTEW4 mullion Detall MUkon Detail 13 Tile-E�kp Detail bb4-1 ht : :-:Yo Xsi2k gon.r 614. kal F1 .19-- DIP % so. E:rxv vr-. Daie �3 DraAr trv: Cbecked tr-�- WEM Ji D.Jk%*/Wih* Job N umber 1011 00�04 147 A -March 2006 A5.4 Bd Submittal 8 0 2D rA 22 2�3 Z4 Z5 ZS 27 2e 29 a-�; WON"mo r"'T"T or I 12 113 04 30X q, I U 110 bipht /*7—T .ELM" r'� 41 y. v. 2j 5 ,Ii' 9' J'-7}' 174. As a \ 4 I A_ ` 7 ? _ _ •'R° MILDREN DESIGN GROUP,P.C. n,.unr1j uxE • 9'ACE BANNING }• o , 4' 4' WOW CAP -950 S.W'. Be%eland Suite 120 Ilgard.Oregon 97223-8692 t \Face: 503-244-0152 _ Fax: 503-244-0417 7 COUNTERSUNK 4'-9' a j%-0 S$ BAR, VERIFY ° j}'• SS BAR ,O 4" x 3' X 4JM' PLATE "N RADIUS AT EACH ROD 4'-21' u PRIOR TO MFGR/INSTL u _ I v "1 n }• PLATE N ' 1a' p PLATE. PAINT P-Il >?' ° J¢' PLATE SEE DETAIL •� Q '.y I N FOR SIMILAR RADIUS, }' PLATE �N SS ROD DIMENSIONS, PAINT P-11 • }'a SS BAR I 6' WOOD BASE _ 6' WOOD BASE N Lc / ^ 7' x j(' WOOD CAP �,. r 10' 8' X )I" WOOD CAP V. j• WOOD TRIM - COORDINATE ' 16 6' X j{' WOOD TRIM _ WITH WOOD CHAIR RAIL J AT COLUMN Guardrail Top Rail Nut IAS5 _ ASs •o . n REVEAL S�, 3'=I'-0. N l 6 v • u . >, v' J,%- X *- WOOD TRIM _l w51 v GYPSUM BOARD i _ 6 rf"N,tLobby Guardrail Plan J 2 Lobby Guardrail X2a• 3 Lobb Guardrail with Handrail i i-° Lobby Stair - Mid landing � 0550`0 1' GYPSUM BOARD �5500-� Mid Landing 4 94-2 WOOD CAP 84-2 In � . d d to is 4" A3.4 Ali ^� 1 t 0 • a COUNTERSUNK —�, -^ ) K90D CAP 1s 1 8 13 tSIACKRACO • x J' x aJ¢' PLA'E PLATE s AS. EQ. EQ, _ °s 6/' z ,1.634 Ase :� }'• ss BaROwnecAs.s5}, Pacific NW 9 4 A° eProperties )4' TRACK }• 8){' U Handrail Q CURVED Fo00 SVt' IOSth Ace..Suite 175 U O Ltl � 3'=1'-.C. 15500 Beaverton.Oregon 97008 �,Lobby Guardrail Plan _, 0 s To Rail at Partial Height Wall Via4-2 - 2nd Floor Balcony Hall Sire d5500-,3 d , WOOD TOP RAIL MITRE AT END OF RAIL TRIM BELOW _ Tigard 'J}'• STAINLESS STEEL 4' X A)!6' x 8' S?EE. Triangle --WOOD TRIM BELGW HANDRAIL ' PLATE, PANT P-n / 1}. 11 _ / ]f'• STAINLESS .`.10 AGS ELM y,' X h- BAR $TOCK, COIT11'IIOnS / .•.� n PAINT P-11 - - - -- - /�/ STEP BAR J4'• STAINLESS STEEL BAR O � �, PROVIDE �N„N°W$ Building Four BLOCKING A7 TOP AND lh-e STAINLESS STEE -A47°=:- }' BOTTOM OF BRACKET I I-M SW 67th Avenue\ COUNTERSUNK ATTACHMENT OF TOP _ // }}' PLATE AS SHOWN _ Ttg dfd Oregon RAIL SUPPORT AT TOP RAIL --- /� Jj• PLATE L• • • HANDRAIL WELDED INTO A' ___ __ _ _____ '� -,. i0 STEEL PLATE, WELDED 1 \ / --- - -- PAINT P-11 0 f}•• STAINLESS STEP BAR 1 1 i�/ /// }• 2}' HANDRAIATTACHMENT I} - • • Sheet Title 2' ' PLATE I L•1 // v • • 7 io HANDRAIL MELDED M70 � I J}' STEEL SHAPE WELDED \ Details L J CAP, ABOVE FLAT HEAD PAINTTO SL 1�� • -Z�/ / L _ __ _I-.- _ Yt• PLATE EXTENSION, �PAINT TO ---- ---�/ CAP, ABOVE ___ ___ _ - ____- -____ ABOVE MATCH BRACKET }• }• }}' PLATE EXTENSION, ABOVE ___ _'}•_ _ '}_ PLATE. ABOVE PLATE.4PAINT P Std • X 4)f' X 8- STEEL PLATE, ABOVE PLATE, PAINT P-11 BASE BELOW ANT A_ BAR STOCK, )'}• X A- BAR STOCK.—/PAIPHILLIPS FLAT HEAD �g BASE BELOW -11 PAINT P-il 8 T Rai at WQN SCREWS, PAINT TO 9s GuaHalf _ rdrail Posts - Cap Attachment �C Guardrail Posts - Cap Attachment n Handrail Attachment t2 Handrail MATCH BRACKET Half Slza `+• d55001 9 14 PLATE `+•`+ Half -7 `� D5500No f 123 tl5500 Z d55ao-4 A- PLATE A- PLATE EMBED r SEE STRLICTURAI I I I I _ r j}'• STAINLESS STEEL BAR i I I � I I 1 14 EMBED 1 SEE STRUCTURALLi SEE STRUCTURAL I I Recisions I I I I I I I I I I I 2• i t 1 1 I 1 1 I I I I - I I I IL I I IL I l IMI 17 l M' PLATE .0 I -0 • 11 I I PANELING ELEVATION _ _ I �. LONI ( ELEVATIONI I ., ORILDNrµ WOOD CAP AT BASE i 3} I J}• I I t--t '^7 1 1 I I I I I man im�Ka�' . and Wiaa re. xoeA N< O K ON W AIN r°nrissP.�n Delta e~.ec •wd. nm' e1w >K rwiPi+end 1 { - I I ELEVATIONI ' ' BASE: 6 March 2006 �•• W000 BA ' 1 ELEVATION I - - -- I I I I III Drawn In Checked by: ------- -- WEM EMBED - I - -- EMBED - I I I i SEE STRUCTURAL SEE STRUCTURAL _-'�� ----------'- - - - - - SEE STRUCTURAL ELEVATION Job Number: 101100.04 � • �— BASE PLATE - SASE PLATE. - BASE PLATE - Sheet 3 j cL 17g� SEE STRUCTURAL ELM SEE STRUCTURAL ELM SEE STRUCTURAL l/ �Guardral Base at Wall _ t4 Guardrail Base Attachment at Balcony z�Guardrail Base Attachrr:ent at Balcony Guardra� Base Attachment at StairSite Bid Submittal-March 2006 , A5.5 e5so.-5 55 dssoD-n �Sa15011-10 d'i12 is sLEKBRm boli . e e : ° i rKlle i mgnf n I nil^i uutiI i I un nrdpw n2�mudi�15lii d1'� iogwWibl inionz>ngmdil!l n slyfo 30X "'a•wn�.w• _.._,.......,..��. ...._..-�..r ; .'� . . a; ri 1.5 to ill Y• �I yy 1^ M • 1 i 69 -UNE OF WOOD BASE BUD* 8 6� 1'-t1�' WOOD PANELING 68 14' REVEAL WITH Aa.t WOOD PANELING ��— 60 %* GYP. D. ON 3 META- S"_:S DOOR AND FRAME 6CBLACKBLACK TAPE AT GYP. 8D. 66 Ast AT 24' O.C. �` TYPICAL Ata t 68 2•_.4' ---� 5� rPSU BOARD ON 3}4' n r-----LINE Ac BELOW TYP. Pix ---.COLUMN - SEE STRUCTURAL u ;ACE �' / MET STU S AT 24' O.C. MILDREN DESIGN GROUP, P.C. 1 Y100) PANE NG - 1 • -' ARCtiITEi"TL'RE FACE Pt-A.'�Nl!%G N' REVEAL WTIH BLACK 1 �r �6C - 66 a�; 1 a5t M 76.=�u S H'. Be%eland urte 11TAPE AT GYP. BD. TYPICAL Rm\ � Tigard.Oregon 972-93-6692 ,--- Voice: 503-244-CG52 FACE/GIB 1YP• ' r ` _ Fat: 503-244-0417 WOOD PANELING ' 17 -COLUMP. - SEE STR:. AS.S ;;L- 3%- `L- 6 3%- METAL STUDS AT 24' O.C. `- t 68 UNE OF BASE BELOW , T. 68 A3.1 t �1 r` CURVED WALL At3t _ ---- 6B I �_ �� 3�' METAL STUDS AT 24' O.C. � o \ -3%- METAL STUDS AT 24' O.C. 68 REVEAL WITH BLACK t � > �t TAPE AT GYP. 8D. TYPICAL wq 17 rN _ )j' REVEAL WITH BLACK TAPE AT GYP. BD. T'rP. uDS • Px �� I y= -- UNE OF TWOODTBASE BE? Ow C 6C i GYP. BCI. SOFFIT FACE/G�' 2'-4 60 ABOVE ASt FA 1TM BD• T� 68 ►S.1 9D• fYp. -3 METAL STUDS r 24' O.C. }�• REVEAL WITH BLACK }' = .''-4' �CI,'AR'"jr7A;_ ` TAPE AT GYP. BD. TYPICAL --~ — ►' j' `f+ - —WOOD PANELING WOOD PANEL:NG STAIRS A -f, - UNE OF WOOD BASE BELOW f �)45.6)1 Column at Lobbyr Alcove _2 Column at Lobby -- Typical __ __ 3 Lobbat DnnkinFountain _ a Column at Lobb /Tenant Wall 5 Column at Lobby Stair ' OF 5' 0 9250 4 --------------GUARDRAIL �'a-9250-� ��" '�Z5�5 -? AWd-9250- 5' a 9250-07 A - r+C�D PANELING LOW WALL AT SIM. CONDITION - A SYP. BD. ON 3.3 ' METAL S-_: , / A' 24' O.C. i I I !� WOOD PANELING _ • + -_.� I I - GYP. SD. ON 3 METAL STUDS 6j _ A: 24' O.C. 6B IL si A'J.1 Pit _ _ . , �' 68 UNE OF WOW BASE BELOW 68 HANDRAIL- WOOD PANELING TYPICAL ~ '- _-_ A5 6a I G co_." - SEE �,, REVEAL WITH BLACK S'RUC-;Re_ AS•t - COLUMN - SEE STRUCTURAL _ U,� TAPE AT GYP. 80. TYP. COLUMN - SEE 69 Q �- 68 REVEAL WITH BLACK TAPE i~ STRUCTURAL A5'1 .1 i1 ? eL1 1 ,/ A T .YP. 80. TYPICAL 6D .• 1 f 1 ■ -- 68 01 T r _k_ Pacific �'�� 60 � • ° a I �, Properties UNE OF ,- P3D FACE Yp BASE BELW to 1 -�� 78 -- i( i _:,.� .F wCO;' SASE - 3%' METAL STUDS AT 24' O.C. PANELING AS-t U • • C� BD. TYP U. f, 60 Z L, 5D 6D �4 _ 68 }- 1 ASt t i {� ( AS1 6�' - - r 'fit LWOOD PANELING Pit 6B c«• 105th .��e..Suite 173 GA5- jj- REVEAL WITH BLACK—� 5 —UNE OF WOOD BASE BELOW _ Bta%error Oregon 97006 1 'NE OF WOOD BASE BELOW TAPE AT GYP. BD. TYPICAL , 6`,Column at Lobby Stair iColumn at Hallway Typical 8 Column at Hallway Corner ,�� Column at Hallway Corner Column at Lobby Stair A 'd-92sD—s 5• d'�9250-, ',,�6� �5�,� ,,►5 - 5.6. {" d-9250-9 -925= p•- c l CORNICE ABOVE - �— i—CORNICE/CAP FLASHING - — — _ T Icrard SEE DETAIL 5/A5.2 I ` c c CONCRETE WALL - Scc$UILT-UP k Triangle ' CONCRETE WALL - SEE STRUCTURAL OOFING OVER CONCRETE =r__ __ - - _ COLUMN - SEE STRUCTURAL 9 r FIBER CANT WALL BELOW t - } 2- STRUCTURAL 2' BELOW cRyl ^` - MASONRY VENEER BELOW S ` Commons - a o �• CONCRETE MASONRY UNIT Bu11dII�a FOUL MASONRY UNITS • • i` FLASHING S'-,:M-SLOPE TG 5i� S�� E7th -��e�:�we TURNED UP AT ' ' GYPSUM 80ARD ON c PARAPET - 16 1%* METAL FRAMb�G '7 DETAIL 15/A5.6 �a FLASHING MASONRY UNIT JOINT 5�' 3e L BELOW • ° TS COLUMN - SEE I r STRUCTURAL < ' SEALANT AND BACKER c SEALANT AND BACKER t5 \ -SEALANT AND BACKER < ROD tY / R� s y R� I BA Ka'=-R :. _ ti �D --SEGMENTED BEAM - SEE / - METAL FRAMING AT STRUCTURAL "�C PARAPET - SEE _ _ _ - - \ /— STRUCTURAL I ' . r r -.--.., , . Details � � 6' STOREFRONT SYSTEM 6' STOREFRONT SYSTEM ,^, Y„�R r� ABOVE AND BELOW ( � 6' STOREFRONT SYSTEM - I �� SEE ROOF MATRIX SEGMENTED BEAM SPANDREL PANEL + -- S COLUMN SEE STRUCTURAL PROVIDE BLOCKI I ROOF DECKING - E=_ / \ � � - STANDING SEAM WHERE T 4�- ' -�- BASE PLATE AT FOOTING BETWEEN CONCRETE STRUCTURAL TS COLUMN - SEE WALL AND PARAPET REQUIRED , LEDGER - SEE �imColumn Detail �- SEE STRUCTURAL S'RUCTURAL BELOW TOP OF WALL FIRE RATED ' COX OL' WOOD STRUCTURAL C 1W.I.-O. - �--- -- �" Gn'SUM BOARD �— AND ABOVE CONCRETE WALL - SEE 5' 1W.I. - '� - - 36• GYPSUM BOARD ROI INE . Storefront S stem at Brick Veneer forefront S stem at CMU Veneer 14� Storefront system atQ Para t is Storefront System at Parapet'RUCTtJRAL Y Y VIEWED AT ANGLE _ - --- -- t? 4'600_, iJ. 500-7_ `�• 47600-3 - COPING WITH STANDING ' SEAM { i i - STANDING SEAM STANDING SEAM FLASHING ')': -��— GYPSUM BOARD ON 'S CCLUMN - SEE STRUCTURAL fib' GYPSUM BOARD ON— -T.5 COLUMN - SEE STRUCTURa�. RESILIENT CHANNELS ^\ RESILIENT CHANNELS FIRE RETARDANT COX { —-•- — STOREFROPIT SYSTEM i; TS COLUMN - SEE STRUC'..Ys_ _ r SEALANT i ?.w FLASHING FLASHING BELOW GYPSUM BOARD SILL- COPING- WITH STANDING 1 _ 1 PARAPET FLASHING SEAM I 41A a— ---v f-- T— - � a SEALANT----,,I I a v e e e e AS.6 r t;,7 Ns �a.+�. o 20M. M1 '-CX 010 It AN TW OR04P f f _ - _ _- --- a __^-__^ \ \ // WL:11" DOM a1WP. P TAA[ . � \ v YM.iJt. EYC1D' rRfN �1IT1'W "C' 10 K VKD ON WOOMM IN My POWTS" 0r 1RDIEu OESI01 OtQ�, P-G. Date 6 March 2006 Drawn bv: Checked b♦,: 1 r j 8x8x8 SILL BLOCK- .2 SEALANT AND BACKER ROD BK REM 3%• 18GA METAL STUD SOLID BRICK AT Job Number 101100.04 STUD FRAMING AT 48' O/C EXROSED PORTION OF ANGLED BRIG( PERPENDICULAR a� - ----- --22 GA METAL FLASHING WALL BELOW TO STOREFRONT SEALANT Sheet C}- /-�� SEALANT ALUM. STOREFRONT SYSTEM Roof Parapet at Storefront Parapet _ _ ewe _ _fie ___ n Storefront Detail __ __ to Storefront Detail _____T______ _ _ �s Storefront/Parapet Detail _ _ Submittal-March 2006 A5.6 5.� h -i � 5 1>�•=1'-0- G _ _�. \- ,�._, _� Bid d 600-5 d841C-1 5' d841C-2 `' d8410-5 ,� ..._ I"^, <I , I . _.. . .... ..wr..Y.Y.r....t+. w.rwWel++dW�laww.;s+,w'...ossw a•. .. Ilftl�l�,�,slthc, LEGM.ITY STAP j ; 1 o.,.•,a. to 11 1'2 to is ! i 1!! t� �e ip �ti: 2t 82 2e 2e 2e 2- 28 29 30 30X tr } n^tiw t 1 ' Keynotes 1. ACCESSIBLE AND STANDARD DRINKING FOUNTAIN - SEE PLUMBING 2. FIRE EXTINGUISHER AND CABINET - SEE DETAIL B/A6.3 J. 116 WOOD BASE. TYPICAL IN LOBBY AND HALL 4. IK4 CHAIR RAIL, TYPICAL IN LOBB'r AND HALL MILDREN DESIGN GROI IP, P.C. 5, WOOD PANELING 6. J§• REVEAL ,RCHITECTLTIE • SPACE PLANNPIG 7. WALL SCONCE - SEE ELECTRICAL 7650 SAV. Beveland Suite 120 P{ 8.12 9. FLEOORTORDOOR INDICATOR Tigard,OVoicee:503-244-055gon 2692 4 P +O. CONTROL PANEL EQUAL Fal: 503-244-0417 11. FURRING TO 3'-0• AFF - BOTTOM OF STOREFRONT TYPICAL 12.FINSIH TAPE, NO PAINT/NO BASE 1J. COLUMN \ 14. MAILBOX TYPICAL 15. %' DEEP REVEAL, VARIES IN WIDTH (9 E) ®j 16. FIRE ALARM CONTROL PANEL (VERIFY LOCATION WITH FIRE MARSHALL) 10 P7 I I / Q PJ eta PB L P11 / I ie710 •n � � I 12.1 12.2 B• 12.3 12.4 12.5 12.6 12. 7 Pf P{ F4 TYPICAL P4 TYPICAL P4 16 ASB 7 P4 EOUAL S� •� PS TYPICAL ` TYPICAL -- P7 6 iYPICaL 9 I 2 TYPICAL 1i - 9 5 { TYPICAL J ' \_l PJ P7 � P1 P7 PJ ®1 P7 P7 / �\ �+ OF �.VY TYPICAL 4 VT I O ® 8111, 11.1 6 TYPICAL 6==Mj 6m� L J rYPICAL 11.2 11.3 ec 11.4 s" 11.5 e B 11.6 11.7 11.8 11.9 11.10 11.11 11.12 11.13 11.14 11.15 11.16 -- �First and Second Floor Lobby/Hall Elevations s. n- --, 0 , 2 4 B r Pacific NW \ / 2 Properties C 5600 SN' 105th Ave..Suite 175 i2.8 P5 P5 P5 Beaverton.Oregon 97006 EQUAL - - - - ❑❑❑ 'YPICAL ❑❑0 P. , t i ++ ; Tigard P, i7 O ® / \ \ ® f 1 Triangle ` JID Commons - a Q Q Q IS / Q / \ Q Building Four pg P8 pg P8 Pe pg C ^ I I SA'67th Avenue Tigard Oregon E 17 60 8 19 11.20 1.21 22 Z. 2 First and Second Floor Lobby/Hall Elevations 6. n- Dtz 4 4 e Sheet Title rr' nterior Elevations I 12.9 12.10 2 Res'Isroni �- PJ PB Cl PJ ®1 P7 P3 P7 PJ 1�r- -- ® F � I .,1 P9 PB PB P9 ®I P9 P9 P9 PB P9 M `-- -�• Q wqw 1 PB P9 Runan xva G c, nm. .0 +Ian aaw.m rrAZ d4wr,m 1IR M 'VIE K, 10 N dlpl, r L •o N4 r - _ 11.24 11.25 11.26 11.27 11.28 Aaa '-20 ro �Y1d61� °�~. 1 .e0. •1MOl"MI MM M E E10T,O1 {' _.--- - - - -- Date 6 March 2006 First and Second Floor Lobby/Hall Elevations Drawn by: Checked by: , � s - -- MRW BK WEM n 2 r•,. i R Job Number: 101100.04 r Sheet 1-f7 Bid Submittal-March 2006 AG. I -- - IEOMJ►YlT1M o s d i a 17 . ze 27 2e 29 ac 30X '41 ida'I'Ll'"141114K 1 a 1 y A'p r ' !'+ilMlt =_'_`=_.�y.s.�:..w........ �- - '-_ .......,...,...w•. ...a— _ _ __ •b.,-ws..:rvw..uwwrw _ .-w.r_ . . ..., - _.,......-.ruaWnun w M� .,..,.....cu,yWyWP.v Orlt,.,r.w.y�w.r ,.,.-..., -•_.,,..�JI"'+,Yil"'.`r"'�:i�ti:�-._.,�,`.` � .._._-..._,. nsiW,`.n9•aw�--'` .�,.r..,..... ____ � i Keynotes 6B t EXIT SIGN A5.1 2 PROVIDE IN 1" HIGH BLACK LETTERS ON ALUMNIUM STOREFRONT P4� P4 SYSTEM FRAMING ABOVE DOOR, SIGNAGE: "THIS DOOR MUST AIN P6 3. 46MDEEP REVEAL, WHR SBNILWIDGMIS OCCUPIED" MILDREN DESIGN GROUR P.C. OHCII[lEL"IUItF', PAC[ F'I.AVNING Ir- 7650 SAV, Be%eland. Suite 120 '-77� � Tigard, Oregon 97223-6692 1 P3 l � \ Voice: 603--244-0352 Fax: 503-244-0417 P3 P i 12. 12 12. 13 12. 14 I 15 12. 16 R4 A5.1 t� OG 5 T D OF P,t 0.30 11.31 11.32 11.33 . !"1 .34 11.35 0.36 11.3 7 ri--'\,, First Floor Lobby/Mall Elevations 0 2 4 B '6 O%�ner Pacific NW Propert ies 66C`u j\k i 0th A\e.. Suite 175 Bear erton. Oregon 97006 Pd pro CT Tigard i' 1 dangle i Commons - f Building Four 1160 SIA' 67th A\enue �— P4 P4 P4 Tigard, Oregon i u FL- L � Sheet Title ii ilfie['lc)I' Ele\ at ions r k 2 Storefront Elevation _ _ 2 Lobby Elevation Re\kions: om; 0 2 4 t 6 0 2 4 8 16 �A. MIIDREN DESIGN GROUP, P C. 2006. ALL RIGHTS RESERVED _ THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P C. MIO ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN p10UP. Pc Date: 6 March 20% e Dm.n by Checked by MRVA' BK WEM Job Number: 101100.04 Sheet 3� fi 11, — C 0 Bid Submittal-March 2006 A6.2 �- - a; a CM 111 juu110111tml fpF111 tutu it 11111 1I 1l � ! lilt- 111urItn ill1nt lilt , tO. 1 10 1 1 I 4! ?2 23 1 227i it 2rl8l, �2r'rI9rrcrinii i i 3�0 6 iY .4 r I r f MILDREN DESIGN GROUP,P.C. 9 _ ^ n7650 S.W. B SPACE PLANNING 120 9 8 J1 P-3 7650 S.W. Bevelend,Suite 120 Tigard,Oregon 97223-6692 P—3 Voice:503-244-0552 Fax:503-244-0417 p \ 16 / W P-3 P-3 P-3 WC- 1 P-_3 20 �J' - to 1 1 7' 6• 1' 6" 1 - O1 J - m I q 10 p I ST-4 ' 9 rn o I U U / i 'a I I Y^ E01 0 TN r a0 ; 6 1J 3 2 2 14 J 11 � Toilet Room Elevation - Men 6'3 3onoke o. 9� OF 9 9 9 18 I �i P-3 P-3 1 P-3 WC-1 P-3 P- 3 F-3 ,7 7 1 Owner. Pacific NW ' ST-4 Properties 1 U U I 1 Y 6600 SW 105th Ave.,Suite 175 8 2 t2 3 J Beaverton,Oregon 97008 Toilet Room Elevation - Women _ " -D 3anokeylw Keynotes 1} TYPICAL RUSH VALVE HANDLE ON OPPOSITE SIDE OF 1. GRAB BARS, T-2 Id GRAB BAR42 "-6" 2. ACCESSIBLE TOILET Project: 3. TOILET PARTITION IARROR FIELD T'1 4. 3'-0• x W-6' MIRRORVERIFY SIZE Tigard 1'-0' S. BULLNOSE TILE - CT-6 UNDER MIRROR10 CT-6 8. ACCESSIBLE URINALTriangle PUS11C LAMINATE WAINSCOAT 7. MIRROR - FIELD MEASURE; T-,3'-6 0 WITH METAL EDGE 8. ACCESSIBLE SEAT COVER/TOILET TISSUE DISPENSER/SANITARY POSTAL LOCKER CT-5 DISPOSAL, T-7' 9. WALL SCONCE - SEE ELECTRICAL Commons - n >i MAlLBO%ES10.ANS1 117.7 TYPE FAUCET TYPICAL Building Four j 3'-4" 3'-4' 11. WASTE RECEPTACLE, T-8 12.SEAT COVER/TOILET TISSUE I IBMTigard, ,O 67th Avenue •p T-RACCESSIBLE TOILET T-4SHELF AND MOP 6'-3 • R.O. VERIFY 13.SEAT COVER%OILET TISSUE DISPENSER, TAMrARY DISPOSAL. T-9 Tigard Oregon ^ ! GRAB BARS HOLDER p 14.ACCESSIBLE SEAT COVER/TOILET TISSUE DISPENSER, T-5 '° te 1S.COUNTER 1'_8" 1'-B' l �'_6• 16.BOTTOM OF SOFFIT CT-4 IZSANITARY NAPKIN/TAMPON VENDOR, T-6 18.SUSPENDED ACOUSTICAL TILE CEILING AT 9'-6' AFF Td CT-3 19.SOAP DISPENSER - T-11 SURFACE RECESSED ° Io L-= CT-1 20.TYPICAL WALL TILE PATTERN - SEE DETAIL 9/A6.3 MOUNT m ; m /MOLDER.ANDTB ROOM 21.PAPER TOWEL DISPENSER, T-12 Sheet Title. T_6 T-9- L'j RECESSED I •I T7 < o % + Details -J MOUNT n ^ 'MOP SINK y1 17071 MAIL COLLECTION UNIT 1 iv + BOTTOM OF FINISH TRIM ® •' "1 1 IS BOTTOM OF REVEAL T-IT-6 SEAT COVER T-7/T-0SEAT COVER Tl H SANITARY T-.WASTE I PAPER T-40 RECESSED ACCESSIBLE GYPSUM BOARD REVEAL DISPENSER/TOILET DISPENSER/SANITARY NAPKIN/TAMPON RECEPTACLE TOWEL WASTE RECEPTACLE URINAL TISSUE DISPENSER OISPOSAL/TOILET TISSUE VENDOR DISPENSER DISPENSER 3 Mounting Heights for Toilet Accessories aQ Janitor Room ElevationMailbox Elevation g' Jr ' -0 NOTE: ELEVATOR CAB CEILING TO BE STAINLESS STEEL WITH MR-16 6' 3q ' -O 6' 1055007 LIGATING AT 9 POINTS SPACED EVENLY ACROSS CAB CEILING o ARGO BLANKET TO BE PROVIDED BY ELEVATOR MANUFACTURER - CONTRACTOR TO COORDINATE INSTALLATION WITH ELEVATOR MANUFACTURER TEMPERED MIRROR WALL COVERING OVER WALL COVERING - WC-1 s Wall Tile Pattern - Toilet Rooms Revisions X- HDMASOTE BOARD7 1 .1 -0 IX4 MAPLE TRIM TEMPERED MIRROR OVER • HOMASOTE BOARD 8, ,.� .' nF-SEE PLAN FOR WALL TYPE d-09J00-711ePatt-2 -1X4 SOLID MAPLE TRIM WITH j{• EASED TOP EDGE RE EXTINGUISHER CABINET - • ai X f_-iT IFol d m POLISHED J4 SS HANDRAIL CT-1 BY ELEVATOR MANUFACTURER FIRE EXTINGUISHER CABINET, I OPEN OPEN EO. . EQ. o WDOD PANELING SEE ABOVE FOR PLAN VIEW ~- —~ -2'm A. ;� CT NeaMRmi aslasl�agua. vc, xro. uc D _ �� _ o N ixM MUMNOf Mr M[vI10PP1r 6 N N uuM.°rrMMm MMP1Mr RUM1 ellrip MIL r0 R U!m MMIVIIrW(m M MyPumilso ! V YIWq "M OIOA.p.(11 I nxo o Date. 6 March 2006 1X8 SOLID MAPLE BASE Drawn by: Check MRW/CLT/BK WEM FRDetT ELEVATION ®• i1� FI FVATI[wc REAR ELEVATION CONTRA, PANEL IX6 SOLID MAPLE BASE Job Number: IOII00.04 N' VERTICAL REPEAL 7 Sheet 35 Of Lf'7 )d' VERTICAL REVEAL WOOD PAN" .�., � 10 Floor Tile Pattern - Toilet Rooms _ 1X4 SOLID MAPLE TRIM Elevator Elevations WITH Jb' EASED TOP EDGE Chair Rail at Elevator s Fire Extinguisher Cabinet a. ' -' -� Bid Submittal-March 2006 A6.3 d-09J1%1-TIIePatt-1 TY142400-7 �• 142400-2 104400-1 - �. —. — _ — ---- -- - --- -- LlLONllttfllR OR 1111111 Iralllll Illllihillllllllll IIIIIGII IIII IIII Ip 1011 IIII 1 1 II I lila 1 II IIII 111 IIL I II 11 II LII III II 1111 Il111111111111 III till Inuluu 1"Jilt mql u u I Jill n pl I q,iil' II illiilujillll d 1 I f 1 4 . IT It I�P til to as t4 e a q. RY 8a 30X t t t i a "r. STRUC EAL NOTES LDU JCTAL SPECIAL INSPECTION PROGRAM ABBREVIATIONS , INTERNATIONAL BUILDING CODE 2003 EDITION AM 017EGON STATE AMENDMENI� (JSSC) I. WIDE FLANGE COLUMNS AND BEAMS TO CONFORM WITH ASTM A992 • ESTABLISHED PER CHAPTER 17 OF THE 2003 INTERNATIONAL BUILDING CODE (IBC)) 9 AT JBE JOIST BEARING ELEVATION .-.. - • UNLESS NOTED OTHERWISE, ALL SPECIAL INSPECTIONS SHAD. BE CONTINUOUS L OR ANG ANGLE JG JOIST GIRDER LOdQS 2, MISCELLANEOUS STRUCTURAL STEEL. TO CONFORM WITH ASTM A36, Fy=J6 KSI, CL CENTER! INE JST JOIST MILDREN DESIGN GROUP, P.C. TYPE OF WORK PERIODIC CO"NTS DIA OR a DIAMETER JT JOINT ROOF: DEAD LOAD 3. HOLLOW STRUCTURAL STEEL (HSS) TUBES lO CONFORM WITH ASTM A500, Fy=46 KS1 E EXISTING ARCHITVRE - SPACE I'I.A^JN1NC; 15 PSF EC SNOW LOAD 25 PSF 4 DRIFT SOILS POUND/NUMBER LBS POUNDS 7650 S.W. lieveland,Suite 120 FLOOR DIAD LOAD 65 PSF 4. BOLTS 10 CONFORM WITH ASTM A325SC UNLESS NOTED AS A307 OR A325N GRADING, EXCAVATIONS FILL REF- GEOTECHNICAI REPORI LIW LOAD INDICATOR WASHER regard,Oregon 97223-13692 LIVE LOAD SI PSF + 20 PSF PARTITION _ AB ANCHOR BOLT LLH LONG LEG HORIZONTAL (503) 244-0552 SEISMIC Sllf CLASS C ND GUST) S, = .37 FOUNDATION BEARING SURFACE REF GEOTECHNICAL REPORT WIND 80 MPH (3 SECOND GUST) EXPOSURE. B 5. ALL A325SC BOLTS 10 BE SPLINE TYPE TWIST OFF TENSION CON1RnL ALUM ALUMINUM LLV LONG LEG VERTICAL SOIL BEARING 3000 PSF, 4000 PSF (SHORT TERM LOADING) BOLTS. - (PRIOR TO REBAR PLACEMENT) AL1 ALTERNATE LONG LONGITUDINAL _ APPROX APPROXIMATE LSH LONG SLOTTED HOLE AFGHAN ASSOCIATES INC. CMT_UCTION 6 WELDED STUDS TO CONFORM WITH ASTM A106. PIECES SHALL BE AUTOMATICALLY CONCRETE ARCH ARCHITECTURAL CUNSULTIIG ENGINEERS AESS ARCHITECTURALLY EXPOSED END WELDED WITH MANUFACTURERS APPROVED EQUIPMENT, MAX MAXIMUM I CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS, NOTIFY ENGINEER PLACEMENT OF REINFORCING STEEL r VERIFY S17F AND SPACING STRUCTURAL STEEL MB MACHINE BOLT D.c. rA >>,5)31 V0 7oFIX 620 550 IIGARU31E GDN 9N.3] OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS 7. WELDING TO BE PERFORPED BY C:RTIFIED WELDERS USING E70XX ELECTRODES INMECH MECHANICAL AA' OB N(7 A 56774 04 PRIOR TO START OF WORK. ACCORDANCE WITH AWS DI, I, D1.3, AND DIA STANDARDS. MINIMUM WELD 3116" EMBED PLATE INSTALLATION - X BB BROKEN BACK MEZZ MEZZANINE FILLET UNLESS NOTED OTHERWISE. ONLY P.7E-QUALIFIED WELDING PROCEDURES BOLTS CAST IN CONCRETE X BC BOTTOM CHORD MFG MANUFACTURER 2, CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING SHALL BE USED. MINIMUM ELECTRODE NOTCH TOUGHNESS 20 FT-LB (CYN' AT -- BLDG BUILDING MIN MINIMUM CONSTRUCTION, THE STRUCTURE AS SHOWN ON THE DRAWINGS HAS ONLY BEEN 0 DEGREES FAHRENHEIT. FABRICATOR TO PROVIDE WELDINC, PROCEDURE AND PLACING OF RfINFOR' D CONCRETE -� VERIFY MIX AND MEMBER GEOMETRIES BLK BLOCK MI SC MISCELLANEOUS DESIGNED FOR STABILITY UNDER THE COMPLETED CONDITION. QUAL IFICAIION OF WELDERS TO THE SPECIAL INSPECTOR FOR REVIEW AND TAKING OF- TEST S (MENS BLKG BLOCKING MTL OR MET METAL APPROVAL PRIOR TO START GF WORK, - -- BM BEAM 3, CONTRACTOR SHALL COORDINATE SEISMIC BRACING FOR MECHANICAL AND ( STRUCTURAL WELDING AND HIGH STRENGTH BOLTING BOS BOTTOM OF STEEL NO OR N NUMBER ELECTRICAL EQUIPMENT AND PIPING WITH THE STRUCTURE, CONNECTION TO 8. ALL STEEL TO HAVE ONE SHOP COAT OF PRIMER. DO NOT PRIME FINISH STEEL BOT BOTTOM NTS NOT 70 SCALE THE STRUCTURE SHALL CONFORM 10 SHEET METAL AND AIR CONDITIONING F SINGLE PA S FILLET WELDS NOTE 5jiti" X _ BRC BRACING SURFACES TO BE COATED WITH FIRE PROTECTION OR WITHIN 3" OF AREAS RECEIVING BRC BEARING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR BE AS DETAILED ON HIGH STRENGTH BOLTS, WELDS OR WELDED STUDS. FILLET WELDS EXCEEDING 5, 16" OC ON CENTER MECHANICAL DRAWINGS DESIGNED AND STAMPED BY A REGISTERED ENGINEER -- - RTWN BETWEEN OD OUTSIDE DIALIETER LICENSED IN THE STATE OF OREGON GROOVE WIELDS AND COMPLETE PENETRATIONS ,- ULTRASONIC OR AS APPROVED OPNG OPENING 9. STEEL FABRICATOR 70 SUBMIT SHOP DRAWINGS 10 A/E FOR REVIEW PRIOR 70 - - CC CENTER 10 CENTER � FOMA TI FABRICATION, FLOOR AND ROOF DECKING X OPP OPPOSITE p U C TUq'� CJ CONTROL JOINT e < -'� PR WELDED STUDS X CMU CONCRETE MASONRY UNITS PL PLATE ��D Ess I, FOOTINGS TO BEAR ON NATURAL UNDISTURBED SOIL OR PROPERLY COMPACTED 10, FABRICATION B ERECTION SHALL BE IN ACCORDANCE WITH "AISC SPECIFICATIONS —- - CLR CLEAR WELDED COLD FORMED FRAMING X PA POWDER ACTUATED ENGINEERED FILL. FOR STRUCTURAL STEEL BUILDINGS -. CNTR CENTER PNL PANEL 4, 11'2 9 WELDFD STAIR AND RAILING SYSTEMS X COL COLUMN PROJ PROJECTION 2, BOTTOM OF FOOTINGS TO BE A MINIMUM OF 24" BELOW FINISHED GRADE, II. OPEN WEB STEEL TRUSSES TO BE BY VUI_CRAFT CORPORATION OR EQUIVALENT - CONC CONCRETE PSF POUNDS/SQUARE FOOT APPROVED BY ENGINEER PRIOR TO BID ACCEPTANCE. DESIGN AND FABRICATION WELDED OF A 706 REINFORCING STEEL FOR EMBEDS CONN CONNECTION PSI POUNDS/SQUARE INCH .� 3. WHERE REQUIRED BOTTOM OF FOOTING SHALL BE STEPPED FROM ELEVATION TO SHALL BE IN ACCORDANCE WITH SJI "STANDARD SPECIFICATIONS FOR OPEN WEB -LARGER THAN 15CONST CONSTRUCTION PT PRESSURE TREATED ELEVATION AT A RATIO OF ONE (1) VERTICAL TO (2) HORIZONTAL, WITH A STEEL JOISTS AND JOIST GIRDERS" AND "CODE OF STANDARD PRACTICE FOR STEEL CONT CONTINUOUS i0 R a�G MAXIMUM VERTICAL STEP OF NO MORE THAN 2'-6". JOISTS AND JOIST GIRDERS". -M5 AND SMALLER X _ CTRD CENTERED R RADIUS SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY ENGINEER LICENSED IN HIGH STRENGTH BOLTING X INCLUDES MATERIAL VERIFICATION RD ROOF DRAIN THE STATE OF OREGON. — DBA DEFORMED BAR ANCHOR REF OR RE: REFERENCE EXPIRES: 12/31/ 07 4. FOUNDa110N DESIGN IS BASED ON GEOTECHNICAL REPORT PREPARED BYDIL DOUBLE GEODE,,IGN, INC. DATED J!ILY 19 TH, 2005. REFER TO SPECIFICATIONS 12. ALL EXPOSED STEEL BELOW FINISH GRADE 70 BE COATED WITH ASPHALTIC PAIN? PRIOR STRUCTURAL MASONRY DIB M DIMENSION REINF REINFORCING FOR SUB GRADE PREPARATION, TO BACKFILL. ALL EXPOSED STRUCTURAL STEEL SHALL BE CORROSIVE RESISTANT. PRISM PREPARATION / TEST SPECIMENS DWL DOWEL REV REQUIRED V REVISION �Q 13. ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS UNIT PLACEMENT EA EACH RTNS RETURNS STEEL OR HOT DIPPED GALVANIZED PER G-90 PLACEMENT OF REINFORCING STEEL VERIFY SIZE AND SPACING EB ERECTION BOLT SHT SHEET I: MINIMUM COMPRESSIVE STRENGTH OF CONCRETE Al 28 DAYS: EF EACH FACE 14, ALL LINTEL AND LEDGER ANGLES SUPPORTING MASONRY TO BE CORROSION RESISTANT GROUT SPACE X EJ EXPANSION JOINT Sm SHEATHING -3000 PSI TYPICAL UNLESS NOTED OTHERWISE WHEN AN ELEMENT IS REQUIRED TO BE CORROSION RESISTANT, ALL OF ITS PARTS GROUT PLACEMENT EL ELEVATION Sim SIMILAR -4000 PSI FOR SLAB ON GRADE UNLESS NOTED OTHERWISE SUCH AS SCREWS, NAILS, WIRE DCWELS, BOLTS, NUTS, WASHERS, SHIMS, ANCHORS, SPEC SPECIFICATION 5000 PSI AT TILT U.N,O. ON SPECIFIC PANEL ELEVATIONS. TIES, ANID ATTACHMENTS SHA'-L BE CORROSION RESISTANT EN EDGE NAILING SO SQUARE O'I'F�R EQ EQUAL SS STAINLESS STEEL 15. COLD-FORMED METAL FRAMING; STRUCTURAL STEEL FABRICATION d ERECTION X ES EACH SIDE SSH SHORT SLOTTED HOLE 2 MAXIMUM SLUMP 3" PLUS OR MINUS 1". -- EXIST EXISTING STIFF STIFFENER PLATE 3 MINIMUM CEMENT CONTENT 494 Ibs PER YARD FOR 3000 PSI. 564 Ibs FOR A. GALVANIZED STEEL STUDS TO CONFORM WITH ASTM A446 GRADE D. BRACED FRAMFq d ASSOCIATED CONNECTIONS SEE PIANS FOR LOCATIONS EXP EXPANSION STD STANDARD EX7 EXTERIOR STL STEEL SPECIAL CASES 4000 PSI, AND 658 Ibs FOR 5000 PSI. MAXIMUM 20 PERCENT FL)"ASH GALVANIZED COATING TO BE IN ACCORDANCE WITH ASTM A653. SECTIONS CONTENT IN CEMENT. ALL MIXES CONTAINING FLYASH TO BE SUBMITTED SHALL BE EMBOSSED WITH THE MANUFACTURER'S NAME AND GAUGE: EW EACH WAY STRUCT STRUCTURAL WITH SUBSTANTIATING TEST DATA IN CONFORMANCE WITH ACI PROCEDURES -18 CAGE OR LESS: GRADE 33 COUPLING OF REINFORCING STEEL PER ICPO EVALUATION REPORT EXP. ANCHOR EXPANSION ANCHOR T&B TOP AND BOTTOM SUBMIT MIX DESIGN 14 DAYS PRIOR TO PLACING CONCRETE -16 GAGE 10 10 GAGE. GRADE 50 ADHESIVE AN'CHO'R INSTALLATION PER (CBO EVALUATION REPORT FD FLOOR DRAIN TC TOP CHORD EXPANSION ANCHOR iFJSTAILATIOF, PER (CBO EVALUATION REPORT FLG FLANGE THK THICKNESS 4. MINIMUM CONCRETE COVER. B. SELF-DRILLING SELF-TAPPING SCREWS: "TRAXX" AS MANUFACTURED BY ITW' _- FLR FLOOR THRD THREADED A. CAST AGAINST EART: . . . . I . . . . . . . . . . . . . . . . . . . . . . . . .3" CLEAR BUILDEX, "KWIK-FLEX" AS MANUFACTURED BY HILTI CORP. , OR "ULTRA-Z" FND FOUNDATION TJ TRUSS JOIST O\Nner: B. CAST AGAINST FORMS AND EXPOSED 70 WEATHER AS MANUFACTURED BY ATLAS BOLT AND SCREW CO. WITH PAN HEADS AND PROGRAM FOOTNOTES FOB FACE OF BUILDING TOC TOP OF CONCRETE -NO. 6 AND LARGER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2" CLEAR MILLED POINTS UNLESS NM,D AS HEX WASHER HEAD (HWM). FOA( FACE OF MASONRY TOG TOP OF GRATING -NC. 5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-112" CLEAR I THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE FOS FACE OF STUD TOE TOP OF FOOTING Pacific N W C NOT EXPOSED TO EARTH OR Wt?TyFP C. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDING COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE FOW FACE OF WALL TOJ TOP OF JOIST t L -SLAB, WALLS, AND JOIST CODE-SHEET STEEL WELDING PROCEDURES SHALL BE QUALIFIED .AND PARTICULAR TYPE OF CONSIRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION, FR FRAME TOM TOP OF MASONRY Pi-o �e I lie 5 NO. 11 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . . .314" CLEAR WELDERS SHALL BE AWG CERTIFIED, FT FEET/FOOT TOP TOP OF PARAPET -BEAMS AND COLUMNS 2 PRIOR TO THE BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CALL A FTG FOOTING TOS TOP OF STEEL PRIMARY REINFORCING, TIES, STIRRUPS, D. FRAMING CONNECTORS ICBG APPROVED "STRONG-TIE" AS MANUFACTURED BY PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, TOW TOP OF WALL AND SPIRAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-112" CLEAR SIMPSON STRONG-TIE CO. INC CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION GA GAGE TYP TYPICAL REQUIREMENTS GALV GALVANIZED GB/GYP BD GYPSUM BOARD 5. CONCRETE EXPOSED TO EXTERIOR CONDITIONS TO HAVE 5% AIR ENTRAINMENT 16, STEEL_ ROOF DECK 70 BE 18 GAGE TYPE "N" C94FORMiNG WITH ASTM 4446 UNLESS UBC UNIFORM BUILDING CODE s NOTED OTHERWISE. PROVIDE (4) 1/2" DIAMETER PUDDLE WELDS TO ALL SUPPORTS J. ALL SPECIAL INSPECTION N07 DEFINED IN TABLE ABOVE SHALL BE AS REQUIRED 8Y ,L GLUE-LAMINATED MEMBER BY VOLUME CONFORMING TO ASTM C260. UNO UNLESS NOTED OTHERWISE CHAPTER 17 OF THE 2003 IBC, GRTG GRATING 6600 SW 105th Aye., Suite 173 PERPENDICULAR TO DECK AND 12" O.C. PARALLEL TO DECK. MINIMUM 2" LAP AT GC GENERAL CONTRACTOR VERT VERTICAL f 6. PLACING TOLERANCE: ALL JOINTS. BUTTON PUNCH SEAMS A7 12" O.C. 4 DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE N07 LIMITED T0: GYP GYPSUM Bea\ertl,n, Oregl�n 97008 -PLUS OR MINUS 114" TYPICAL -PLUS OR MINUS 112" FOR TOP BARS IN MEMBERS MORE THAN 8" THICK SHOP DRAWINGS A. ACKNOWLEDGE THE SPECIAL INSPECTIOA: PROGRAM AND THE SPECIAL INSPECTION AND HD HOLDOWN WF WIDE FLANGE STEEL BEAM TESTING AGREEMENT, PROVIDED BY CLARK COUNTY HDR HEADER WOOD 7. CONCRETE TESTING 70 BE PER OSSC 1905.6. SUBMIT SHOP DRAWINGS 10 A/E FOR APPROVAL PRIOR TO FABRICATION FORHCR HANGER W/0 WITHOUT CONCRETE MIX DESIGN, CONCRETE AND MASONRY REINFORCING, MASONRY PRISM B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK "'OR CONFORMANCE WITH THE HORtZ HORIZONTAL lyp WORK POINT 8. REINFORCING TEST HISTnRIES, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, STEEL JOISTS APPROVED PERMIT PLANS AND SPECIFICATIONS, ALL DISCREPANCIES SHALL BE BROUGHT HSB HIGH STRENGTH BOLTS WT WEIGHT 4' -DEFORMED ED 3ARS ASTM 4615, GRADE 60, AND JOIST GlkDLoS, FLOOR AND ROOF DECK, GROUT PRODUCT DATA. TO THE IATMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF HT/HGT HEIGHT WELDED BARS ASTM A706, UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. NOTE THAT THIS ALSO WK WELDED WIRE FABRIC -WELDED WIRE FABRIC ASTM A165, DEFER(.3ED SVaglTTA INCLUDES ITEMS DESIGNED BY OTHERS, (SEE DEFERRED SUBMITTALS). IBC INTERNATIONAL BUILDING CODE pogect -REINFORCING BAR IN WALL BOUNDARY ELEMENTS SHALL COMPLY WITH UBC (D INSIDE DIAMETER STANDARD 26-4 FOR LOW ALLOY A706 STEEL OR MAY CONFORM TO ASTM -STEEL STAIRS C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION 70 IN INCH Tigard A615 WITH THE FOLLOWING ADDITIONAL PEQUIREMENTS -STEEL JOISTS AND JOIST GIRDERS THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND OTHER DESIGNATED INFO INFORMATION -ALL LONGITUDINAL BEAM AND COLUMN REINFORCING SHALL HAVE A YIELD -ELECTRICAL AND MECHANICAL COMPONENT ANCHORAGE, PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. INT INTERIOR STRENGTH, BASED ON MILL TESTS, THAT DOES N07 EXCEED THE SPECIFIED -ARCHITECTURAL VENEER ATTACHMENT. Triangle YIELD STRENGTH BY MORE THAN 18 KSI. RETESTS SHALL NOT EXCEED D. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL THIS VALUE BY MORE THAN 3 KSI. DEFERRED SUBMITTAL ITEMS ARE CONTRACTOR DESIGNED. SUBMITTALS SHALL USED AS IF THE CONSTRUCTION TOOK PLACE ON THE SITE. CONTINUOUS INSPECTION WILL NOT C O 11111 U Il S -THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD INCLUDE COMPLETE CALCULATIONS AND DETAILS AND SHALL BEAR THE SEAL AND BE REQUIRED DURING PREFABRICATION IF THE FACILITY IS PRE-CER7LFIED AND PROVIDES SHALL NOT BE LESS THAN i.25. SIGNATURE OF A LICENSED OREGON STATE PROFESSIONAL ENGINEER. SUBMITTAL EVIDENCE OF COMPLIANCE. -SUBMIT MILL CERTIFICATES FOR REINFORCING INDICATING PHYSICAL AND SHALL 9E MADE ?0 A/E FOR ACCEPTANCE PRIOR TO FABRICATION CALCULATIONS FIG = 3000 PSI TENSION LAP SPLICE LENGTHS (INC H E S) - TOP BARS CHEMICAL PROPERTIES TO THE ENGINEER PRIOR TO FABRICATION SHALL INCLUDE ALL LOADS AND CONNECTIONS DETAILS TO THE STRUCTURE, WITH E THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING W14ETHER THE WORK B aR CC'✓E R (INC-+E SJ 3 2 - Building FUUi REVIEW OF LOCAL STRESSES. DESIGN WORK SHALL BE BASED ON THE 200? IBC. REQUIRED SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN 5 4FZ C ACING (INGuE 5.' 2 9. ALL HOOKS TO BE IN ACCORDANCE WITH ACi 318, CHAPTER 7. CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE 11850 SW 67th ,\%e STRUCTURAL OBSERVATION APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. 04 29 29 2S 29 29 29 29 29 29 Tigard,Oregon 10. ALL SPLICES TO BE IN ACCORDANCE WITH ACI 318, CHAPTER 12, CLASS 8, UNLESS NOTED OTHERWISE. I. STRUCTURAL OBSERIvATIONS BY THE ENGINEER OF RECORD OR HIS REPRESENTATIVE 5. DUTIES OF THE CONTRACTOR ;NCLUDE, BUT ARE NOT LIMITED TO 5 36 36 3b 36 36 30 36 36 - 36 I. EXPANSION ANCHORS 70 HILTI KW1K BOLT 3 OR EQUIVALENT APPROVED BY ENGINEER SHALT_ BE REQUIRED AT THE FOLLOWING STAGES OF EACH BUILDING DURING CONSTRUCTION. •�, 43 43 43 43 43 43 43 43 a3 PRIOR TO INSTALLATION A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 r A a A. PRIOR TO PLACEMENT OF CONCRETE IN FOUNDATION, RETAINING WALLS AND FOOTING, HOURS BEFORE SUCH INSPECTION. 6 9 6 9 6., 6 6 h 3 6 6 6 (0.,- 6 3 12, TILT-UP PANELS, UNLESS NOTED OTHERWISE. '8 - - - 86 12 -2 86 12 -/4 AT 12" ON CENTER EACH WAY AT CENTERLINE OF WALL, B. DURING REINFORCING INSTALLATION FOR TILT-UP PANELS. B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED �- �^ --(2) /5 Al ALL PANEL EDGES AND AROUND OPENINGS, EXTEND T UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE AY THE SPECIAL _ _ _ I©e 81 8; 'C✓9 8' a, ( C. PRIOR TO PLACEMENT OF CONCRETE FOR FIRST ELEVATED LEVEL OF STRUCTURAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. Sheet 'Fitle: PAST EDGE OF OPENING 2'-0" MIN. STEEL FRAMING. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS 10 APPROVED PERMIT PLANS AND + 13. PLACE ALL REINFORCING BARS PER ACI STANDARDS, REINFORCING BARS TO BE D, DURING PLACEMENT OF STEEL JOISTS A ROOF DECK WELDING. SPECIFICATIONS AT THE JOB SITE S ti•Li C l Ural PLACED ACCURATELY AND SECURELY. F G = 4000 PSI TENSION LAP SPLICE LENGTHS (INCHES) - TOP BARS ` E. FOR FINAL COMPLIANCE WALK - THROUGH. D. MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIALBAR CC,/ER CINCHES? 3 d 2 _ 3 Gei1E'l•al Ute 14 PROVIDE CORNER BARS 2'-0'x2'-0" OF THE SAME SIZE AND SPACING TO MATCH INSPECTOR. BAR SPACING INCHES! 2 1,-2 4 6 2 112 - 6 ?. 12 4 `- 6 HORIZONTAL REINFORCEMENT AT ALL INTERSECTIONS, PROVIDE FOOTING DOWELS 2. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AT LEAST 46 HOURS IN OF SAME SIZE AND SPACING AS VERTICAL BARS IN COLUMNS AND FOOTINGS. ADVANCE OF COMPLETION REQUIRING SITE OBSERVATION. 6 DEFINITIONS: •4 25 25 25 25 25 25 25 :5 25 ` 15 REINFORCING BARS SHALL NOT BE BENT OR DISPLACED UNLESS APPROVED J. IF ADDITIONAL SITE VISITS OR DESIGN ►CORK ARE PEOUIRED OF THE ENGINEER A CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES 05 311 31 31 31 31 31 31 31 BY THE ENGINEER. BECAUSE OF INCOMPLETE OR UNACCEPTABLE WORK, THE ENGINEER SHALL BE OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. 31 31 31 31 31 31 31 37 3" REIMBURSED FOR ALL TIME .AND EXPENSES INVOLVED. y 16 ALL EPDXY ANCHORS TO BE ASTM A36 THREADED RODS IN HILTI HY-150 EPDXY. B PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE Al TIME Ar 6 D btu 6 d 57 54 54 51 54 54 SUBSTITUTIONS SHALL BE APPROVED B/ ENGINEER PRIOR TO INSTALLATION. INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS OF, _ _ 14 62 62 -14 62 62 IN CONFORMANCE WITH APPROVED PFRMIT PLANS AND SPECIFICATIONS, - - _ '9 94 -10 112' 94 -Q 1e+ 1. C.MU WALL ASSEMBLIES SHALL HAVE A COMPOSITE F'm = I_�QQ PSI MINIMUM AT 28 DAYS, AS VERIFIED BY PRISM TESTING BEFORE AND DURING CONSTRUCTION. 2. GROUT SHALL BE 318" AGGREGATE CONCRETE WITH COMPRESSIVE STRENGTH FIG 5000 PSI TENSION LAP SPLICE LENCsTHS (INCHES) - TOP EARS OF 2000 PSI MINIMUM AT 28 DAYS. _ _ TSAR COVER (INCHES' 3 4 11.2 3 BAR SPACING (INCHES) 2 1,'2 4 >' 6 2 1 "t '4 - >2 6 2 I : t )- 6 Revisions: 3 CONCRETE MASONRY UNIT TO CONFORM WITH ASTM C90 TYPE I, AND SHALL BE MEDIUM WEIGHT (110 PCF). 04 22 22 22 22 22 22 22 22 22 A2/13/06 "5 28 28 28 28 28 28 28 28 28 4. MORTAR SHALL CORRESPOND TO ACI 530 1-02 TYPE "S" WITH 1900 PSI MINIMUM 28- COMPRESSIVE STRENGTH AT 28 DAYS. PROVIDE TYPE "M" FOR BELOW-GRADE 06 ` 34 34 34 34 3a 34 3a 34 34 APPLICATIONS -- 91 54 54 54 51 4e 49 51 49 49 5. TYP, 8" NOMINAL CMU REINFORCING UNLESS NOTED OTHERWISE ON THE PLANS d DETAILS. 08 - - �- 61 56 56 6 1 56 56 -15 VERTICAL BARS .,1 2'-8" ON CENTER, AND (2) /4 HORIZONTAL BARS - - - AT 4'-0" ON CENTER (IN BOND BEAMS). - - 84 -(1) 05 VERTICAL BAR AT EACH CORNER. . "9 62 62 84 62 62 -(2) 14 HORIZONTAL CORNER BARS WITH 2'-0" LEGS AT ALL WALL INTERSECTIONS NOTES: ' (IN BOND BEAMS AT 4'-0" ON CENTER). -(2) ,/5 HORIZONTAL BARS OVER OPENINGS, EXTEND BEYOND OPENING EDGE 4'-0". 1. 'TOP BARS' ARE DEFINED AS NOR(?ONTAL BARS WITH MORE THAN 12" OF CONCRETE -(2) p5 VERTICAL BARS ADJACENT TO EACH WALL OPENING, CAST BELOW THE BARS. -(7) #'5 VER (CAL BARS JA ETOPNT AND BOTTOM OF ALL WALLS, AT FLOOR/ROOF LINES. 2. FOR BARS OTHER THAN 'TOF= BARS% DIVIDE DEVELOPMENT LENGTH SPECIFIED IN rABLE BY 13, 6 ALL VERTICAL RF!NF01?C!NG TO BE DOWELED WITH A STANDARD HOOK INTO FOOTING, 3. INTERPOLATE FOR SPLICE LENGTi-�S 46 NECL554RlRIGHTS RE SCERVED'. AFGHAN ASSOCIATES INC., coos, ALL C AND TIED OFF TO BOTT(IM STEEL, 4. TENSION LAP SPLICES ARE RASED ON CLASS B. FOR CLASS A, DIVIDE 15'' 1.3. THESE DRAWINGS ARE THE PROPERTY OF UNLESS NOTED OTHERWISE IN DRAWINGS, 4:3SUME ALL SPLICES AS GLASS B. AFGHAN ASSOCIATES, INC., AND ARE $ 7 LAP LENGTH 40 BAR DIAMETERS FOR SINGLE BAR IN A CELL AND 52 5, IF SPLICE DIMENSION 15 INDICATED IN DRAWINGS, PROVIDE LARGER SPLICE LENGTMANNER.of USED OR REPRODUCEDH MOTIN ANY R. EXCEPT Wli)4 THE PRIOR WRITTEN o BAR DIAMETERS FOR TWO OR MORE BA'' IN A CELL. 6 LAP SPLICE TABLES ARE BASED ON AGI 31B-02, SECTIONS 12.2.2, 12.23 4 12.14.2. PERMISSION OF AFGHAN AssoclATEs, INC, w e GROUT ALL CELLS WITH REINFORCING AND OR ANCHORS UNLESS NOTED OTHERWISE ON 1. \/EXISTS 5140WN 1N TABLE MAY BF_ LOWERED WITH K ra IF TRANSVERSE RE'NFORCE`'IEN' Date: 06 ala-ch "006 DRAWINGS. NON-LOAD BFARING MASONRY WALLS SHALL ONLY BE GROUTED 1N CELLS E XISTS PER 12 2.3. WITH REINFORCING SEE PLANS FOF� FXTENI Drawn by: Checked by: CLC SY 9 REINFORCING STEEL : -DEFORME9 BARS ASTM A615, GRADE 60, Job Number: 101 100.04 -WELDED BARS ASTM 4706. Jo � C Sheet r7 10 ALL REINFORCING SPECIFIED SHALL BF SECURED BY BAR PO` LTIc�;JER, MAINTAINING g I(X'ATrUrql d WITHIN 114" OF INDICATED POSITION. V b II. MASONRY UNITS, GROUT AND PRISM TESTING SHALL BE PERFORATED PER OSSC SECTION 2105 12. SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL MASONRY CONSTRUCTION. Bid Set - March 2006 S1 .0 Of 12 r SEE SPF�IAL INSPECTION PROGRAM FOR EXTENT, Nl7Y-STRUCTURA[ MASONRY DOES NOT REQUIRE SPECIAL INSPECTION, ... ...1MYti i',}nM'?fMli4Y,Y..Mti.a.«.. .... ... ,.......� ., '..,"..+v.•...—r...l.n.a.r. .... _ .-...,... -. .. .. -. -_. ..., T'S f+..- ..... ..-... .. ... ..-..,..._. .. Ilfl(III (III Illi illi illi Ilii ilii Illi II11 Illi iiii II 1111 Illi 1111 Ilii it 11 1 I i IIII"(�jl I 1 NII I 1 I II ! I I I ILII !111 Hli III (III(III L.EGITY STRIP Cil i I I I I I I I i 11"Ill I I I I ( I l r I I I I I I I I Ili 1111nillNlIIUIIIu1I11uIlNlIINIII NIiNIINuIN 1�lnlllul�ilnl II�IniIiII111nI�1ul�llul 1 IOww.lew ¢ d 8 10 11 12 13 Ib 10 17 is Ip '�10 91 22 23 24 2b 28 27 23 20 30 30X' ' •• 1 H')NI Agip ° I I " a. bkr' r, }t Ai - "� RECEIVED FEB 15 2007 1 p&C CONSTRUCTION �-�Ru CC rc,Rq EC PROF . . EEL MM .� ANZ) CONNECTIONS I ONSCO +;� 12,06 UJI `y 1. All steel shall conform to the following specifications unless otherwise noted: L 3x3x1/4" Channels A5TM A3& ` d Plates 45TM 43ro, 45-12 Grade B, or AQ92 w!,.- `� OREGON X55-shapes ASTM A500 Grade B �'` ra_x ( li44. 2. Weld with E-10XX electrodes. Y' tD 1/4 - 3. Fabrication and erection shall conform to A15C 5te�1 Gonstruction Manual, 9th Edition RENEWAL 12-31-Os --- �✓ CLEv'IS, UNG GLASS ''3 I 1/4 W/ 1"0 BOLT TNRU 1-1/1ro "O �-IOLE CQ lj� 3/1(0 1 IN 12 R - 1"0 TITRE =`.VES Ot7 v v 3/1(0 PL 4x4x5/6" - ,I_ro TYP. 1/4 - __ Cl�x2O-ro 5TRINGER TYF. -- w iI 2 E) ET ,41L71 A I L UF. 3 SCALE 3/4'' _ 1'-0" - 5C,4LE 3/4'' i '-O" gn �l x - ------.----- --- DE A 1 L SCALE 3/4" - 1'-0" Cao -- -- � � w > ot r,0 1 1/2 " TYPE B FORMLOK '�� COG14 4" TOTAL DEPT14 Q¢ 00 2'-m" �� \ O�'� z Q �'� '�j G12x.20.ro 5TRINGER T1'P. = P05T; i 1/2 5CNL7 L 4m PIPE a \1�4 > 41, 14- ' <'P - 04 z � O ��- , e > DRN. .Q �'-6� I I `t 1 1/4 \ 0 x .�4i X F !`CJD /2 1/0(o x `� 1p � ¢,. _ _ _ x �x _. . CHK. SCALE: FF J UJP 5�—I O:�JN U Tin o 01 C12x2O.ro 5TRINGER TYP. - '✓-- > v ILL _ — E i __-0 U._1 17) � , I II z i L= �j 0 5 - G4LE 3/q = i ->a C) S O .i x f- - i fE 1/2 "x9"x3 1/2 " - 3/1(o ,._._ 13/1ro "O N0LE5 FOR 3/4"0 x 6 " REVISIONS ;111_--(2 )-104 TOP AND BOTTOM (3)-'3 5T IRRUPS �, b, ,.-�• 14 " --� E T A 1 L (118 CENTER FOOTING BELOW 5 STAIR ANCHOR BOLTS 5GALE 3/4" = 1'-011 5TA_ iR11JA1'~ "1 FLAN 4 _ 5EG_. T_ I_O_ N 5TAIRWA ' *2 f=LAN _ &EGM N SCALE: NOt4E 9rNE: VCME j f 1 ray I1 1111111 1 11 11 11 111 III1f 1111 II11�1111 1111 111 11J1111 1�11I1111 1111 1 1 1 1111111 1 1 illy II , I) I II 1 11 1 1 1 11 1 1 111111 ir) 1111 I II 111 Illi 111/1111 j11111111 1111,1111 111111111 LEGISIMY STS �, ( I I I I I I I I I I I I I I i o i 12 13 14 18 1T �9 �� 20 21 22 23 24 25 26 2� e- 29 30 . .. • TTTTI . A r l: Y • ,a t y ow i 7 1' • I q. 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Sr- _R ; w'-aso EIDOxY MAr DE 31�9T TU i :.�elasc SCOLE tAd" 1'-!+ S[.� na2>slles rxc 9CALK. 12 • ±_p CJ1 2�aarne- �,_� - r ,.�. 5�-•�� a -� E*.'B,EO'.�Eti' Bid Sed March 2006 S2. 1 Of 12 N rt I -pl�•IMIA'kA•;'IR• •,^nuns MIIYYY.+rt?'.yNwMIrIA'MYw.r^iYMVMNNMMM1.WMiAIIFMf".. w.r.•W.-!-...r..w....... - -._ .-+..-.. _.___.--.._. .� _ '13'T'S".. -'T�-_ ry�•pTeFqrvr►l+rwv i..or.,Yn►n_i-. ..r 4 C1r, !lil�i811: ' 111g1111+' rtlt�d� �IIIII(INi�all+.i� ' 1"1+11111111m t�!str, ;nitta:d+ t it Stil{i11y11t1��.'aa.w"ww�lfllld!I�H1111t1Ist1; r� T LEGJTY O1T11OP I 91 `ja gJ `* ice*.,/a' < b !O I I IQ Y3 i4 1 S li} I 2e- 21 24 25 cE 2 ' 29 ?_S 3 ,1 ' IbqgI I1 ;1111 IY y JI• ' 4 P F l IY, z'.1 d '1 it i' e : MILDREN DESIuN GROUP, P.C. .4MC HITECTLINF - SPACE 1'1-ANNiNG ' 7650 S.W. Beveland,Suite 120 I Tigard,Oregon 97223-8692 (503)244-0552 2\ 3 5 6 S g 10 AFGHAN ASSOCIATES INC. 1 ) CONSULTING ENGINEERS I 2QJ1'-II I/2' _ 6960 SW WARNS ST SUITE 100 TIGARD.OREGON 97120 -- 16071610.1070 Fµ.610.6619 24'-83/4' 31'-2 1/4' 11'-9 3/4' 39'-1 1/2' Im'-ld 1/2'- Im'-b' -- -^ 20'-b' 5'-0' 5 1R' AAI roe No A0611404 T-0' ----- I I 1 I i � 2 iT. P. ,1 TrP. � A _ - - - - - _- __._.-.._ _. - ---- --- _ -- -_ --.---•-- -- ---_ in to 7-G) 12x14 i 4) W12x14 (6) la I2xl4 ((Op) i i 0 �. W12x14 (b) � r IC W 15. 10 \ _ U)12x14 (6) W12x14 l8) WI2xl4 (8) W12x14 (b) \55.' B 9 61 - - dl 9 T7F 9 T7P, - - dl TYPO. dl ' I c0 - r r I Qt v LIN e rnto rn �T ,� I9 " /� R. pFG I 0 v W , / WI2xI4 l9' ' i lv'ixl4 ;8; Ar 1rn c m m y - _ = I y 3 .D v ( x x ro X T dp I Z 2 EXPIRE,1: 12/.:1/07-] m , " In -NO � '+1 --- `) - - B w - - - - 2 - - -- -- - -- tti4 - Tx 3 xt-4 (17- (VIZ a -- ANGLE BRACE -- --- - 16 4) �-1 , ,n ,n ,� I T�P. SE 6!55.2 I I I x x x V3 4 / $ , . -A 5 A O 8 1 20 5 I -11.5K I ) '>0 7 7 ! r ( il!)1Zx14 (b)i � 11)24x68 (28) / W18x40 - Wldx35 12) 11 - ( W21x44 TTP. 3 S I j W:2x14 J r+1 A xyP I s5.1 � 5 I � � � 1 `X� _ - -- 11 x r.--. � °° � _x $5J 5.. i rJ I `� X c 17 1 3 WI2x14 5 K1 I cv 5 cv I r ) bn•+ 55.1 5 1 55IHI .1 I d) 61M 3 1 - � 1 1, I3 r,F 2Ci.SK TrP. �I _ I WIZxI I. / j 1 , WI �CI4- / 5.1 40'/e--4N I _ C / 40'/G5N --_ 3Ei[tsdN WIbx40 6x - ZC C 13 II 19 16 14 v �25K 565K 85K - 465K 33.mK 33 a 48.0K 45.5K 455K �.;'+G c�1 a5.1 50.OK= 50.0K-� 56.E- 55.'. Ig j 5.1 x C 5.! v_ 15 a t9 4 I h. S51 - z ap `�13 5K ` 5. d {� --- 71 5 W12xI4 -� Lu Wl2xl4 (�\ N I - 135K 5 f _._. \-355K - -- - - I v ner: = - 1 - �' 6 Y s5. v FLOOR FRAMING PLAN NOTES: 8 = Pacific NW rli C C C u O r r r 3 n DES GN FLOOR LOADS: i; " c 9 �+ z ti .0 1 s _,a , C c w C .� Properties DEAD LOAD = b5 PSF " O nl 9 61 0 ® B rl L!VE LOAD = W PSF + 20 PSF PART:r;CN CIA Z. 2. SEE ARCt4ITECTURAL FOR TOP OF F'NIS�ED FLOOR SLRF.:CE. I 2 = 2 _1 J 18 J J J 1 J J J J J J J J -1 © O ^• C I- C_-C T CC F 3. TO TOT46L TrtICKNESS, UNLESS NOTED OTNERW S-. ON ^ NG O✓-R FLOOR SLAB CONSTRUCTION CONSISTS OF 2 ^ FCy.,4=R �'NG 5 ',V - - - - 20 GAUCsE vERGO W3 FO�LOK OR G PRGvE..�� -� 6600 S��` 105th Ave.,Suite 175 D T- L ✓ FGR 5F'ANS JP 'O 9'-0', PROVIDE '-T:N!"X 1 2 SPAN L.."uP. FOR SPANS Beaverton, Oregon .97008 3 - -- GREATER THAN 9'-0', WHERE 2 SPAN -AYUP CA'N NO- BE -:C"'E✓ED, I LU '�� I I DECK SNORING IS REQUIRED. I T T FRAT'FIN - 5,P=CRTS A* E"Ci- LOW DECK �f�y17' "'FETA,_ DECK Irv- TO ,JELDEC O G � T .' irk " �:. v FLUTE WITH 1/2' DIAMETER FUSION WELDS (4 �_R SHEE : .-N� s C.C. AT I I TrP 5.I I ANG"E BFc.:CE I A "^A+@GINS. BUTTON SIDE SEAMS AT 24' C.C. aNGE BRACE (�j T"-o GG c- QEItvFORCEMENT FOR CONGRGtE O P:. d' TYP. BEE 6/95.2 w w B-- 6 55.: ��. T - 'NG 15 6x6 ;;2.S4 J2 S WELDED WIRE 0 MESH AT CENTERLINE OF TOPPING 'r"1CKNE55 C14 BELOIJ l0 c*TYR 4. INDICATES SPAN DIRECTION OF "'E DECK.. I 5. CNOQ.D REINFORCEMENT TO BE CON+'yUCUS. "•== SPL CES 52 B.:R C! WI2xl4 (6) 15 Q; f DIAMETERS. ALL SPLICES TO BE STAGGERED. 1' _-J Tigard 1 x14 %4) W12x14 (6) r ! w 6. HS55x5 !ND'CATES LISS 5x5xi/4 UN.C. I`� 'Triangle � _ - CONTRACTOR Si-ALL VERIFY ALL DI`�E'rSIONS -! 7�+ aI�C�ITEC-UR4L. 1 L 4xr5b _,_ I w24x55 '�11.''41c55 _- - I C DRAWINGS. NOTIFY ENGINEER IMMEDIATELY OF -INY )!SCRE .%NCIES, 5.1 ---. -- --- - -- - -- ��_ -- - - - - - - - - - G Commons - -46- PRIOR TO FABRICATION. c 4 15 9 b 1 S. LOCATION OF ALL MECHANICAL OPENINGS, ST-,IRS aND E:.E`✓ATORS Building Four 1 55 52 f. �Z _ -- - - b �.1 2 I SHAFTS AND THEIR CORRESPONDING STRUCTURAL FRAM'NG SCALL BE C�oJw oP, J 3 - ------ TrP COORDINATED WITW ARCHITECTURAL, MECwoAN!CAL AND ELE -ATCR I 1'-11' W-50a.-ds $UPPLIERTS DRAWINGS. 1 1 ll ti1� E h e 9 -0. 2'-21 9'-0' 8 0 I1' Q�slm. It 4r, 11' 9' 1'-9' 1'-8 3!4' I IE81'd, OfE$` I15 I/1' 5'-0' 20'-8' 15'-II 3/4' 24'-8 3/4'TTP. 5 31'-2 lid' 11'-9 3/4' 39'-1 1/Z' I 10'-0 I/2' 10'-b' 20'-6' S'-0' S 1/2' S. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATIONS AND 1 -- Z01'-It 1/2' _ � RAILS WIELEVATI� ELEVATOR OR SUPPL�PERTAINING TO ELEVATOR P:r5, SNaFTS AND GUIDE I S. STEEL BEAMS ARE DESIGNATED: W24x16 (24)c = 3/4' �CaMEER NUMBER OF 3/4' D!A. xA' WEADED STUDS sheet Title: EQUa�LY SPACED OVER -ENGTN OF BEAM WIDE-FLANGED BEAM SIZE 2nd FLDOR FRA"IiNG� PLAN Structural t { II. STEEL OPEN WEB JOISTS ARE DESIGNATED: S t I-uC l u I a CJ7 SCALE: Vg" I'-m" 1 2 3 4 5 ) 6 1 8 9 10 36 LN (1310,/155) 2nd Floor NORTH TOTAL LOAD i LIVE LOAD JOIST DEPTH STEEL OPEN WEB JOIST-GIRDERS ARE DESIGNATED: I 1 1 36VG4N Framing Plan �" - NUMBER OF MAIN PANEL POINTS JOIeT GIRDER CONFIGURATION TYPE -� JOIST GIRDER DEPTH - Z PANEL POINT LOADS ANC OTHER MISCELLANEOUS LOADS ARE INDICATED ON THE DRAWINL-S. (5) 04 (2) 04 (3)•4 -"K INDICATES LOCATION OF CONCENTRATED LOADS --(3) •4 \-(4) 04 0 1 (4)04 APPLIED TO JOISTS AND JOIST GIRDERS. '� -- - ---OB (I200/600) INDICATES ADDITIONAL (TOTAL ! LIVE) UNIFORM LOADS ii OVER TrIE FULL LENGTH OF FRAMING BAY WHERE NOTED ON PLAN. 04 J STEEL J015T AND JOIST-(`i1RQER NOTES: Revisions: A. ALL JOIST$ SHALL NAVE 5' DEEP BEARING SEATS. A2/13/06 { (4) '4 / (6) 04 i B. ALL JOIST-GIRDERS SLIALL HAVE 1 1/2' DEEP BEARING SEATS. 03/15/06 ti F C. ALL JOISTS SHALL HAVE TOP CHORD AND BEARING SEATS DESIGNED ` \-(3) •4 (2) 44 FOR 1000 POUND AXIAL TENSION AND COMPRESSION LO.`^ DUE TO WINC fq AND SEISMIC, UNLESS NOTED OTHERWISE ON THE DRAWINGS. DESIGN OD- _ (4) 04- (4) 04 -- JOISTS FOR LOAD COMBINATIONS PER 2004 OSISC. I (4) 04 D. AXIAL LOADS ON JOIST-GIRDER ARE INDICATED ON PLAN. ALL I ' AXIAL LOADS ARE TRANSFERRED THROUGH JOIST-GIRDER BEARING SEATS. I E. NO NET UPLIFT ON FLOOR JOISTS AND JOIST-GIRDERS OTHER THAN CO- CONSTRUCTION LOADS TO BE DETERMINED AND DESIGNED FOR B` T"E I} -- JOIST MANUFACTURER I C FLOOR JOISTS AND JOIST-GIRDERS SHALL BE DESIGNED TO SUPPORT AN AFGHAN EERVE0ASSOCIATES INC., coos, ALL I I ADDITIONAL 250 POUND POINT LOAD ANYWHERE ON ALONG THEIR TOP RtGMis RESERveom L CHORD AND AN ADDITIONAL 250 POUND POINT LOAD ANYWHERE ON 114ESE DRAWINGS ARE THE PROPERTY OF AFGE 1 2 3 4 5 6(o 1 �aA) 10 ALONG THEIR BOTTOM CHORD. THIS ALLOWANCE IS FOR MISCELLANEOUS NOT TO 3E USE TE4, INc., ANo ARE NOT E BE USED OR REPRODUCED iN ANYl LOADS NOT INCLUDING LOADS FROM MECHANICAL UNITS, SPRINKLER MANNER, EXCEPT WITH THE PRIOR 9RITTEN \_/ MAINS AND ETCETERA CONTRACTOR SWALL COORDINATE THESE AND PERMISSION OF AFGHAN ASSOCIATES. INC. N_Qt ,ar_ OTHER LOADS WITH THE JOIST MANUFACTURER IN TWE DESIGN OF THE Date: 06 March 2006 1, REINFORCING 91-IOWN IN KEY PLAN ARE ADDITIONAL REINFORCING BARS TO BE JOISTS AND JOIST-GIRDERS. - PLACED IN THE SAME PLANE AS TWE TYPICAL TOPP'Nra SLAB REINFORCING. 1)I...Yn by: Checked by: THE ADDITIONAL REINFORCING SHALL BE SPACED 3' O.C. 140RIZONTALL7 WITH THE G. JOIST AND JG'ST-GIRDER SHALL BE DESIGNED TO LIMIT DEFLECTIONS t0 _ 2. LENGTH (In) / .00 FOR TOTAL LOADS AND LENGTH (In) / 425 LIvE LOADS. CLC SY FIRST BAR NOT MORE THAN 6' FROM PARALLEL WALLS AND OPENINGS, UNLESS ��- NOTED OTHERWISE. ( Joh Number: 101100.04 u BRIDGING A! JOISTS AND JOIST-GIRDERS NOT SWOUN FOR CLARI rY. ( 3. ALL ADDITIONAL CHORD AND 17j.,%Cx REINFORCING ©4.R5 ARE CONTINUOUS WITH LAP PROVIDE BR'CGING AS SPECIFIED BY JOIST MANUFACTURER. Sheet 3C� ( 2 SLAB REINFORGING KEY PLAN SPLICE LENGTHS PER THE SC'HEDULIF ON SHEET 61.0 WITH SPLICES STAGGERED 1 SZ.2 SCALE N.TO. _ Bid Set - March 2006 S2.2 Of 12 I, ! ' !i Ili'Ilill II' ;1!1'11!9 II'I !I !'1 I III Illi 1111 IIII'IIII IIII'IIII (III I 1'I II 1 1 I it III 1 i I I I II III(III (III(III (III illi 1111 (III 1111 !III (III 1111(III 1111 Ilii II11 III! (III II11�IIIIGIII! (III 11!1 .III CrIl I I I 1 I I I I I I LEw'�5� I 1 to I'1 I2 i3 14 is 17 �e IO �o 1 2lit 23 214 90 �6 27 98 Z1v 3'0 T IOAIII-1 CAI 7 .,N 'iw I •+F p,kT :'P•., - .t, I �w K/iiR.�' N "Al t y ' :Y I J � � I Miokm DESIGN GROUR P.C. ARC irML':lKC WACE PIA\\I`VG 1 '6y, �_W BeelaiA %: I Tigard Oregon 97223-�92 303 244-41'652 AFGHAN .ASSOCIATES INC -ONSULTING ENGINEERS Q ' 1 �dm 11 1/2• ^` _ -__ — --- --r --- -- •:!: :• .iia' :' s. i . ea_ r+:.w i'�. r-- -- — .I /4 -8 I1' /4' I 39'-1 1/2• ss a:}:,: .. s.c�-sa3i IS' 1 3 � '4 3 4' 3' -2 1/4' -,! 3 _. --+-- w 1 1 I i e-b �''- ' T OD FL I I 1 TOD PR nz 01 7 EL •' r Q C , C I r 1 1 ♦ .0 o! 9 9 ; s1Lnuxt4 sWtzK A •_2X_ � � r � C / �� i 14 2 It -2`- -4' 13 -6 5�'� 5 -''~ i ti M rri X v EXPIRES: 12 31 07 00 3 40 C' C, rill if `t . x x -- - AL To 9 , + -� ( E. E 1 •,C -. , o i Q 1 OD I aD li X. 1 •? /U\ (nxZb ` x r p ,� •v} L xZb� 1 •�- ♦ a. ; - I .` l I n h`/ _ .'4 • .o • . "* Q i 3 Qp X 1-07 a 7x Y ' �' I � � K , .• x � � / --. ' �_6 -+ 3 r•+ 1 • •. ,, moi,. Fii 1 • � r -- - - - ----- �3 1 - J E` -]+-r E r ' `' j : . ,sx:b +• k'ti /Cs4\ .�X-:` - ' I � 1 �• i LLR1xL ' 3b _ _ r � j � .:x .:._ '_3•C -+ 36 rs5\ � ._ ' ; - - •� ��.L\ - ��-,833► -II - _. _1 '� t`1 -- -- - ---- w. E� -]0---4 - r" v 1 \ I o 6 w .~ 113K-� �QJ1C EL •]* TQC 2 �' ��f -2A SK ,, •-S - ui 52K _� -.^tG ` %;+ s-- i ' r �` - _ _ 3 1 -` ` -- = 3� - - --�-- - � FRAMING �'L,Gh NOTES: - - - - - -- :xsb 1 - -iA- ROOF rccloc 1 r c =�=-•� _ Pacific \ �t• 41-3 rp JAI-�/� _/-.0 .�,� r J-•� rYX o o. �. J"�J L -Qi' .: - �. + L - v 8 -4' ' X ��` \7, S- E .7\ �`'_..\ w✓ .7\-` 5\.7. i rC Vei -v r•i prc j 64I a e W iv I 9 9 9 9 ; E1 B ' fi C C C 9 9 _ ��-=C-.rcti =� riCC= iC-4 C4 n r— ' �wC� �R= �"5 :\' _✓-.- C\� \'E�i\- a- c --5 • ° \-:- =CR"'_CC : =SRC J=am r I t i � `► .� +h �a .t ; � •r v v � - #-� Y 2 - g I Z J Z Z Z 2 I Z 2 Z J Z a1 i cryD y n i © n n n - - - - - - - - _ BECK ..__ _ =8 N �_:.5 ��E f4R 5- �- '\^ � „ t - - � .i••'1 ..-: `, \ `� � - - - - - I - - - -� - •+. f_C �^- 05�• 'Z' C a -�" � - � `. ^c �- s:-\ -�,.x\I '�: - 3'�. E- i: O'F•. i 1 � � � ,,' ;u I --- --- - /'� --�---1 �•% -'- -< ..RSG.. .. cam_ _ . J\..E c ��• \.r f I �� i � J 1 I I � i .�. 'J° 'C'•� -CK�Sc. �_:== .^,�\G- -.^. Cmc.:`•_ .... _-... -- . '� .•,�.►__ .- ;z 1 t•� `� I OC ii= .�iQ•+i� I'. • `� �`�"- � �\ _ iv ✓�rC -^'L-"_'�3 .`+ •L - _- •v ul -.-0 5E'= 655' SEE >=� -o= s _ - _ ILI _T; ---------- C_0% -su'St 8 LU I i Triangle .5 - - bac: - --- - -,! �_ \\r!s _-=r'.:'.^R -5 ., =\: s. E- - - -Cr 6-== =- 9 T a ---~ u +4885x5 \:. - __ 'Y`'= -\.^.. EL -3T-T' AD -5- Bulldmg FOuI' in ._ -3*.*' 1 i IS eL -�t• y. TDO C_-E5 - :. Q/J^ :K ►� b t:^. .� E o v - `2 -6' eg .0. t 8'-11 ill 4 3/S ' � 12 _ _, -_= _ S_� 8,1x.�E - e e o_4� - - -_ i Oree�=n 4' -8 - L' 0 31'•2 t/4' -9 3!4' 39'-1 1Q' i5•m 1/at' I '2 -b' :@-b' 5 -2' .IrS L 8. 5 s-+X-6 x A. :7N -- L STEEL Oa\ .-F_5`.0 =� _a.'s\_-E-. 28 L- r_ �\ F�X11• =� Y �r C`� \ v G `=b/^sa n -�"-' -�' \-.-��. v` • -� -- - _ � ..tructural Roof Framing Nall 11 10C (p cc '\y "Ec - Cti:a� .-C'-:_ .� _C•:DS :,"EQ '•+E _._ _EtiCs'-• :� �rc.;`"\u II ,.WERE NC-E:. CN 111^1"`...%^111.1 X1.111-1'111 CECC 5--' EEL JOIST AND JOIST-GIRD- ER 4 ALL .1018-5 S`••�-- -r a, Re `lens: 15. ALL JOiST-G Q---E� s= __ �` - =_ G=-� --= v - - 2113/06 C. JOIST AND JC'S -G�=R 9E-:F\Ks AC."IEVE RCOV S-C'ES JOIS-c- SEL S ...� J\'=O?" Y � D. ALL Jo:S-S SWAL.' v£ OP ^ - ►,A T - �.. .lti _:+r w =0R 4-_ 1�J`\.: Ax14.-E\S'CN AND C I M"WIM _', _C-,.- .,\:. ,\% SE 5" C J _=_55 I%,-- CT•aE1�'SE ON THE DR4WtNGb %=5 G\ -,. 5 LCR _C•, CO"E'\..• 0\5 -EQ :02d OSSG E AXIAL LOADS ON JC'S'-G SER ARE \C C�'E; =� ".. `l ALL AX'•aL �C:. -_= ,1t • TI.I J�s.. .:015' G'R✓E Q 5E.:R F. Cf 5 3\ RCCC -0 S-S =OR IQ ''SF \E' .a:NC, J1'_r'. \C 'vE- .P�� ON 1200° JC 5--S REFS C-"EER -6-AN '.�\5'R.C- CI\ -C•a:.S 'C BE :.E'ER" :: ANSI LE9✓�= G RCor �O 9-5 4ND JC'S--G R-ERE 5-•:.. !SE _-E:S-GNEL -C S..�C4' AN ADDITIO_\• -,♦s! DDAY04S WE -+•� �R^ r 5C)Q =011\L� Ir�01Hi _0dD -.\� .1• � O'v t,idvCi 4 -Om C"O� AW%C 4N ADD 0'%"- ,�a.. .ssx•"Ts N:. +wc At r THIS ALLOa dVGE 6 :SEJ y RE°KDL'Mr M u+• 350 �-KD A,OIN� CAD 4N""JwVi£ ON AL-CWG -• R'c 9C-'O"' .•Ori: r a_ E=OE P- �'*• �E ►Ir-T 5 =CR "''iSCELLANECuS LOADS NO'r 's+GLjDNG �04_^S PRJ" "IEC++AaNICAL IN TSr xors5 ry, +��..� •ssxu•Es VO4R V14.ER•'�A,NS 4-•C E' CE-EW-4- CC ' _OR SwAi_ WO WC'\A1E -++ESE 4NC C'•DEQ ..C•;D9 ��„� -•�E .:C'S- `”4h4.FAC-JREq \ T,4E DES C� 09 -"=- Jo'STS AND Date 06 March Zl?06 G RCE . Dra••+n b� Checked b% M ` i �. Jols' AND JO:sT-��ESc s-•..__ R=_ �=_s�D To LIMIT D�°.EcTIvNS -o Li:*�G-- CLC SY 2� FOR TOTAL LC•:-✓S a\.� ___'6-- .'In) / 360 FOR LIVE LOADS. T J. SRIDGING AT JCt-S :,ND JO1S`r-GIADERB NOT &JON'cOT! CLARITY. 1°R�OVIDE 5R103:NG Job `umber 1'J11(1G.04 AS SPECIFIED DY JOIST M~ACTLOWIt mom, 3� `t7 ! Sid Set - March 2006 SS 2.3 a 12 111,_... fe t t ta• n ,i rtf!1 5!t!?�-i.f t",'` .i•1 r .. 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I (� C 1 I O O I 16031 620-3030 Pox.t,20!!79 +� 41 4' O_ I O I ;n ------- O 1 i L4x3x3/8 BTWN AA !OB wo AOlJ N O GAP O i I H555x5 PER PLAN. 4 OF BEAM - - -- --- t3 . --_ .. .-- - ---- L :0 (I/4) 10' ;n EXTEND OVER GIRDER C °. /a in �� O I I O i JOIST CHORD 'v 5/16 12' O I A5 SHOWN C L`" I I O O . 1 DESIGN LOAD: \ f . 10 DEAD• 9.@K -1/4 - 2 L2' i0 LIVE• 8.5K R 3/8 CENTER 4' 8' 4' 4 H555x5x3/8 CENTERED ONJ -L5x3x3%8 BTWN GF4ORD5 4 .f ` WI(c BEAM PER PL 4N 12 BEAM FOR FULL LENGTH ON HS8 ',av 2m' \ I _ � � I w i i L4x3x3/8 l x9 ) E8 OF TYI' (PROVIDE HEADED STUDS 1 I`�-�`�_ C 1 1/4 5/16 STEE- BEAM PER PLAN PER PLAN) DE"Da LOAD: - DEAD= 3.5K a 3' 5/16 18' Ji2 BEAM WEB W/ (3) 1/8'0 2 InSTL T!B I/4 ~ LIVE= 3.5K r r - A325 BOLTS I SEE BEAM PER PLAN, STL JOIST GIRDER 5/16 J "°4' 5/I6� I TYP 1/4 I _� 9�AU C T U\< PER PLAN .r✓� I `. , _ ^ �- ��ED PR4Ff�' TSB PSSbxb PER PLAN p - 1 S 1/4 2 PANEL REINF. NOT SHOWN 1 �,`� F FOR CLARITY. -�- 1,2 2 � �+ x STEEL BEAM AT STEEL JOIST ' I JOIST GIRDER AND UJF BEAM AT +455 COLUMN DRAG5TRUT CONNECTION AT JOIST-GIRDER 3 DRA( BEAM AT CONCRETE_.,NEAR WALL PANEL 4 STEEL BEAMS AT 556 � 5 22450201 GLC �16�C3: -- SC j� E: - -e 2245OZ02 Gl_G �163os: SCALE: 111 • !1-�11 CL 1 2249fd:03 CLC P3. �: �JG. C� SCALE: I" • I'-0" 2 22450205 CLC ' L_E: _ _(G � �'��Gty 1� 552 55.� I/ �� R. p,FG LAP LEGS W/ 24' O.G. Ao TYP. TOPPING REINF. EXPIRES: 12!31/07 CONCRETE SPEAR- - ` n / WALL PANEL 4 V MIN. HS55x5x3/d FOR FULL LENGTH OF 4 LONG. PANEL, SEE ELEV. GN 53.1 I I L5x5 LEDGER AND a BEAM Wi 3/4'ox4' HEADED STUDS CONNECTION FIER � L5x5 LEDGER PER PLAN PER DETAIL 2/55.2 DETAIL 1/552 4 - I/4 PER 1,'55.1 c+ W12 BEAM PER PLAN W/ I/1 C ° L5x5x5/16 LEDGER PER 1/55.1 -'^-- r�-- --_- r------- - ----- -- I ---o-------- ------------ CONNECTION PER �� 1/4 14 - - ° 4 - d 4 --- '� I - e DETAIL 2/55.1 2 1/2 CONCRETE OVER METAL °a 4 GONG. OVER MTL DECK PER PLAN C' DECK ° 3/16 _ � - '-Q"� I ' � ---------------- ---- -- --- ---- -- �t T.O. SLAB s' r ° &_4IeATE -------- ------- ----------------- v I _ 1 ° 4of C IE 3/16x3x6 a o - EMBED PLATE PER 8/55.1 1 JOIST ?OP CPORi7 \ 3/16 END STAGGER AS SHOWN a 1/2'0 A106 DEFORMED I 7 O i a O c' BAR 0 24' O.C. ES OF i I ° C ° °d O I CI 0\c pet L3x3x3/I6 _ . SPEAR WALL PANEL O _�_ R 3/Ibx3x5 J`; 1 44 - 12 I O PANEL JOINT -� Pacific NW ---� --- -------- - ---------- - -- --- 3/16 a ° ! i ° a DESIGN LOAD I ° B -'8x18x2 -@' �Y DEAD ■ 151C I W12 BEAM PER PLAN W/� G° Q I (6: :'8'0x6' E "BED BOLT CM PER PER -WIDE FLANGE BEAM PER PLAN Properties les UJF BEAM PER PLAN (5/I6) 6' t DETAIL 1'55.2 - I HEADED S'.D5 1 TYP. ° LIVE _ .5K 1 ° W/ CONNECTION PER 1/55.1 I 1 4 A \. 15.'16) 208 _ �/ ' 1 / 4 e° 4x12 H555x5x3/8 FOR FULL I PER DETAIL U �T 3 BEAM _E'�1GTP W' ° ' S'EEL JO'S` ANS I L5x5x5/16 LEDGER AND-f ' 4 5/16 18 I CONN. PER 6iS5.' 3/4'0x4' 14EADED STUDS L11 ° e' s 3 CONNECTION PER 1/55.1 ° AER PLAN, SEE 2'55.2 R 1/2x12x, -0' W/ (4) / 3/4'oxb' �•EADED R 3/4'x14x2'-0' W/ lb) 1/8'0x6' 6600 S�' 105th r1�e., Suite lis CONIC. SPEAR WALL) 4 4 STUDS m 9' O.G. EA, EMBED HEADED STUDS AT 11' O.C. Bea\erton,Oreecm 9700 99 PANEL, SEE S3.1 �W12 BEAM PER PLAN WAY BRACE DETAIL �� FLOOR SLAE5 AT CONCRETE PANEL 8 WF BEAM AT CONCRETE PANEL 9 UJI(o REAM CONNECTION AT CONCRETE PANEL 110, STEEL J015T UJ/ OFFSET EMBED PLATE G 55.2 SG`-`: • -0 f v�� 22 a5©206 C_G �',pic y SCALE: 1" • 1'-0 J51 2245020"1 CLC. 1-1510CE SCALL': I" ■ 1'-m' rJ--�` 22;50208 EMG+ _1&ccg SCALE: I" . 1'-0" 55� 22450209 E"'IG �'E.c_: SCALE: m 224502'0 CLC project: lect: Tigard r PSS8x6x3/8 BTWN JOIST PS58x6x3/8 BTWN JOIST x / T -� _ - / TOP CHORDS TOP CHORDS, SEE 10/55.1 � � STOREFRONT PERARCWI - � H555x5x3/8 W/ 3/4'0x4, FOR CONN. AT JOIST CONNECTIONS L ALL ! r Triangle 1 � N555x.5x3 8 5L1<G BTL.N JG ST5 � CONNECTIONS TO HEADED STUDS 12' O.G. 11/4) STRUCTURAL MEMBERS I oT� JOIS? '�/ CONNEG' ON 1 ARCH. CURTAIN A/4 0x4 PEADED ST',05 2' O.G. ~' � � � r-- '" ' � ER 20,'x5.' S-+OR'EN ''2' Commons - I2 13 14 - WALL SYSTEM W24 BEAM PER / CONIC OVER M-L PER SUPPLIER. IB SIDE PLATES AS S"CLoN r ^ 5/16 I/a 9' PLAN J / DECK ROLLED Lb04x 'l2 BTt1JN r r r Building Four FRME3 W/ dx�-m' y ROLLED Lbx6J•1/2 T i ` (1/4) 4 12 f ON 8 G•,� R 3/4x15x2'-0' SLOT P5S COL. `P CONC. OVER ^1 L-� CONC. OVER MTL i Pss5x5 O' �,aq-- -,2:�.�L' Q.._ (va) BTWd FRAMES DECK �� -� SPLICE AT FRAME ENDt FOR R PASS TPROUGP / DECK - µ8S5x5x3/8 CONT. --- U 2 NIS' MAX. OVERSIZE) .-P5S5x5x3/8 W/ 3�4'oxa• � f -�_ ----- __ 1 Tigard', C)regun - - c I a HEADED STUDS -'r OVER BEAM a OUT OF PLANE CONN. _ PER PLAN / STL BEAM t CONNECTION��. - 5/16 PER CURTAIN I:JALL �r--- TYP SUPPLIER PER 20/55.1 -I---- - ---- __ - -- - (5 BOLT CONN. FOR W24) \ �` I J I I PSS4x4x.3/8 - I ---- - - - `\ / I/4 3' TYP - - - - - ----�- ` � TYP ...f.'_' ( �� --- IQ 3/8' STIFF ES OF -, I I/4 BEAM WEB D3- ..3x3x3 8 BACK TC - i f - - - -- R 3/8x8:1'-8" �(� \ `--- -� (3) SIDES___ _ i/4 3' �P � � °4 °� <4 1 Sheet Title: B-�GK BR..GE l3 8'% -- `/ \ TYP / 3/lbr �`- 1/4 I ) ROLLED Lbxbxl/2 ~-- a a c+ / STUN FRAMES DBL L3x3 BRACE P J.�✓ v �� J 1.l�LIC't Ll l�a 5/Ib J ''�_. DSL L3x3 BRACE i PS54x4 ` J W ✓ ✓ J J 1/4 DBL L3x3 BRACE l J `�e Details P555x5x3i8 TYP I , w2a BEAM PER PLAN j 1/4 3 4 !� CONC. PANEL, SEE 53.' �� -ARCWlTEC%RAL STORE / - - DBL L3x3x3/8 MACK TQ- DBL L3x3 BRAGS-� - \ 11/4) PSSBxb COLUMN BACK BRACE (3/81) FRONT SYSTEM ji4{�3' --- HSS 8x6x3:'8 5' PS55x5 PE 3/8x6x6 �' SEGMENTED DETAIL H555x5 REF. DETAILS 9/553 4 (COPE AS REQ'D' TYP 10.55.3 FOR SPLICE 1/4 CONN. 4 NOTES. I1 FRAMES AT CURTAIN WALL SECTION 12 5RACE CONNECTION AT FLOOR SLAB 13 BRACE CONNEC;TION AT FLOOR SLAB I� CURTAIN WALL SUPPORT FRAME 15 STEEL BEAM AND JOIST AT H5::Sx(o S52 22450211 CLC SCALE: , 1 -0" 55.2 224E-02f2 GLC SCALE: I" . P-0" 55.2 22450213 :LC SCALE: 1" • 1' 0' 552 22450214 GLC SCALE: 1" • 1'-m" 552 2245®215 CLC SCALE: 1" = 1'-m" _ H5Sbx6 GOL GONG. OVER MTL DECK R I/2xbxl'-0' W/ E.B. AT PER PLAN STEEL JOIST PER PLAN ABOVE STD GAGE - 1555x5 BLKG PER 13/55.2 I 1 - �- I I PS55x5 BLKG PER 13/55.2 � � I I I I 7/4 15 \ 1 1 DOUBLE L4x4x3/8x1'-b' EA. I I STEEL BEAM PER PLAN !� � � 3 TYP 810E OF BEAM WEB W/ (6) 1;4 STEEL BEAD ER PLAN 5/16�ir T ° Revisions: i 1/8'0 A.325N EA. LEG _._ t'----=- --�- ----1 -�-- - -- - JOIST c 4' 4. �3 SIDES I --- - a -- 4' I, I i i , 02/13/06 WF BEAM PER PLAN r' •'_ i -STEEL J,iIS PER PLAN I 1 9/1(��-��TYP � BEAM PER PLAN-\ I 1 g, �U7= BEM PER PLAN I I I 3/16 ��/15/06 I e 5 6 31 7`'P --- --�---- --- --- - - -- ---- ' -- --------------- 4 -------- -- - - - � -/1T� e _. ---- 9 _ ---- - - 20 I I I 10 ot IE 3,'4x2mxl'-4' (6) 1'8'0x6' 4 OF BEA, TYP. 6' 4, OF BEAM I O � -- _ .-- -. HEADED STUDS � 8 C.G. -- O ii 3 SIDES (� - -- -r-- - - ---} I _ . -- - - - - STEEL BEAM PER PLAN -� I ------ -- `r' I I TYP. 3,16� �- Q ap I �� I O-- -- -- - - -- -- BOLT CONNECTION O PER DETAIL 1/551 - PSS4x4x3/8 (xl'-m') AFGHAN ASSOCIATES INC., 2005, ALL � \ I I I D " II -- TYP RIGHTS RESERVED© r A2 ,-:)-- I Ih - ' 3/16 THESE DRANIN4S ARE THE PROPERri OF IQ 3:0 S 14�ENEP EA -�-- _ _.-�j--� .� ---- - 91DE OF BEAM WEB 2 I/2' I I 1 5/16 31 / � I I � / d TYP � 1 1 � � AFGHAN ASSOCIATES, INC., AND ARE IE 3/4x1 W (_9�_)1)p1b 0x6' I (l/4) b I I/2 R 3/8 SKIFF' EA. $IDE NOT TO BE USED OR REPRODUCED IN ANY R 3/8 STIFFENER EA. I I/2' eA� 1 -IQ 1/2 STIFF. EA. SIDE _ _ _ Q -_j, ' I -ll BEAM PER Pt_aaN W/ SIDE C� BEAM WEB j EM�'CD P D STUDS I I ; OF COLUMN IQ Ix9xl'-2' W/ (d) 3 4'0-� I \ CONNECTION PER DETAIL_ � - -- - OF BEAM MANNER, EXCEPT WITH THE PRIOR WRITTEN AT SPACING SHOWN I 1 PERMISSION OF AFGHAN ASSOCIATES, INC. lx xl'- W/ (4) /4'0 / I 1 W b' 8' _ i It 3/4xI0x0'-I0' W/ ERECTION A325N BOLTS AT STD I !�� 4' I ! If1' I I L \ It/4) 3' I BOLTS AT STD BEAM GAGE Date: 06 March 2006 2/65.1 IQ 8 0 3 � TYP BEAM GAGE - y A325N BOLTS AT STD I \ I/2' BEAM GAGE I 1 / -- - ONO PANEL, SEE S3' _ I Drawn b Checked h 1 !/2' - 1 1/2' TYP, I 1/4 TYP. _ I 1 HSSBxb COLUMN y': g�brj- I STEEL JCIST PER PLAN BELOW PER PLAN 1 I I ` I/4 CLC 5Y �` -PSSW6 COLUMN PER PLAN Job Number: 101100.04 \ 5/1611 __'--PSSbx6 COLUMN PER PLAN -------�-- -- \� PSiS8xb COLUMN PER PLAN `--FACE OF CONIC. PANEL �' L lt7 PSS8x8 COL PER PL��►d ��-�_ �-- ^\ � - � &1,31)E Sheet � pl T N x FLANGE BEAM TO COLUMN UJF BEAMS AT HSS GOL.UMN 11 UJF BEAMS AT HSS COLUMN 1b )DRAG STRUT BEAM AT OF'ENINC� � 19 )STEEL BEAM AND JOISTA SSS 6 22460216 I SCALE: !" I'-m" � SCALE: I" t'-0" CLIC 52 1]4502n EMO SCALE I" = I'-0 ` CJCJ2 1 7451G21e CLC LIDICJ63 SCALE 1' • ! -� )22450219 C LC elOE3 _ SC•aLE: _ _ Sid Set March 2046 55.2 of ,2 Cm 111111111'lllll!tll Iliflllll IIIIIIIII iflllllllllllllllllllllllllll III Ii11111I111111A(hili!IIIIIIIICIIIIillllll;'lllllill!II.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiI�tl'!IIIIIIIIII�IIIIIII IIIUillllllllll IIIII'lllill!IIIIII 111111''1 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII LEGIBILITY STRIP a I o��-i c. 12 1� f 4 I l5 17 I p 10 20 21 22 2�3 24 215 218 ill 216 219 310 1 ti rf ,.....,,,R,A... r� s L' C30X tl I 1 Ol , ••t r;,i; I 11 I I I ' ) !G1 t 1 ' I I I I I Ciao . 1 : - c .-y E � u' - 4 R -�_ !6/Ii a ° \\ • ° E 3'4xtxC -8' _ -5x5 L.EDGER PIE i 553 d 4 - S'•r4' .»=.�.__� r �A� r 1/4 4012 ,' RA P,15' EDGE OF • - _� - y MUWN DESIGN GROUP, P.C. ROLLED L5x5X5116 CONT.-\ CONC. OvTK MTL- / OPENr%4 4 �-:O* W (2) 314 • Al" DB-'S-� s ° �E 3 4x%x' -b N$88x8 ..N R r, +4x2 -01 LONG DDA'S i �r DECK � BE..-r F_..NAGE 4 -E_:; • 3' OL. • J"'!►. SECT'.Oh - -- _ ' � � � f• T�® rs ON GOL ,•:D.^. •ax4 -2' • �4• •••- .' � � =�=1c ""_ '-E✓� ARCttITEc'r.Ke �'r�'`E Pt..A\\1tiG • 24' 0,.. ' ROLLED E / • • CEti'=R:;J CN .. __ cc_� / ODER o .\ 76W S W Bt�eiand.Suite 12K, --565x5x 4 5ErwEE•, 555x5 I I/2x►2 CONT. i' ! 44 g b _G- E--N -..c 5_-;R \: Tigard Oregon 15E,:,-S - 3/4'ex4' •-E.:.:ED j 5 'b , s ( 31{6 4' S-.,DS • 2' O-CAla ---------------------- ---- --------- -- --- - _bx4x3 8x2 -'m' CEh'ERIr.^. / 3116 3 T �! s-- Ip Zx8x2 -IT.' C:tvTR D-� -+ �; 1 .' ] -� �� ; ON "668x8 ,rl, i 4: "• ° a 7 » ON -555x_ - -- --- ---------- -------- -------- _ A106 B.-R5 ae -m'% c `-� j^Y1. � • :�- AFGHAN 1.nssOCl NG ASSOCIATES xs�C 3 O �r '� I 5 'b. 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OT}•+ERS v kd x4x' 4 RC--- ' _5x5r5 b C^✓�'. - y _ I I/1' 4 •�>ct -C' :B-5 • 'b' O.G. 3 (r' / ' • b' .�c : -"Cc� \ {► �, CJhC C/ER •._- / / ..RO- 5'^QE =QCN- 5-5-E 0 C \- c ==q _ _ =3 IE 3'9x5x' -2 c axQ o / �'.C'\'�.EC'ONG TO 5''ittZ _RE �\ 114 ... • \ 'b .. _` -� .!J - -- - - - 1,4' .5, \_5 I IE I/2xC2x1'-V* W/ l4) 1/2•x8' -----�--- --- _ -556 b ' 8 GOL - 5 / Zra i a' -556x6 COLIJ"t*1 PER A -\ ocQ o _ ►afADED STUDS • 9' OL. RG__ED _axax✓ 8 :Cti'. EA, WAY Cx-.LZ►NG S`S'EM. S. =Cmac': --+r Car O :.I+1D A^:- ._"Eti'S R3C� =:aG AER '? r , - O. By OT"r-QF \ \-', 558x6 \ `! ; = = -�C✓�- :Y _~-- _ a° O -------- -- _ - CAPE I 0, .-554x:x. 4 ..55pxb.c3.8 SEGr'Ery-ED 'G • b ' O - 'Lw.+ RBF. AIQ-- ".':.':�+ VER'C.c:� """uL�ON Ph O _-=-- _OGAT;OI�tS O= SORE =BON' 4 • • n O i f ,� t 4 x4x{/4 V O r c`-c 8-5-Em. RE= ARG.•,+ =OR -� -�--- F ..' 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