The URL can be used to link to this page

13535 SW 72ND AVENUE-8 +re i•,airy}. h¢ OWNER [ 20 ARCHITECT20 Proposal Request CONSULTANT [ 20 , CONSULTANT [ �] ( -'� AIA Document G709 - CONTRACTOR A]FIELD [ ] Electronic Format OTHER [ ] NOTE SEE MANUFACTURER THIS IX)CUMENIHAS IMPOR(ANT LEGAL CONSEQUENCES;CONSULTATION WIIII AN A11ORNE.Y IS EN000RAGIA)WITII RL•SPE("I TO IIS P? __4_SPEC;FICA TlOIVS FOR COMPLfi'110N OR MODIFICATION. AUTHfiNI'1('A'110N OF THIS ELECTRONICALLY DRAFTED AIA IxR'l1MEN'I"MAY lil: MADE BY USING NIA DOCUMEN f 1)•1(11. AD NAL INFORMATION '- OOOR ASSEMBLY -- �- • p5AA - (x2) LAYERS GYPSUM BOARD D OR HEAD PR�hJECT: PROPOSAL REQUEST NO.: ;� _ _ _ RRI OR 5J" 5�" - �" FURRING CHANNELS AT 24" O.C. (Na'kieandaddress) 109 CONCRETE SHEAR WALL - SEE STRUCTU, 72n venLc Office Building DATE OF ISSUANCE: February 2¢,�i ,10A -- MAGNETIC � 13535 S.W.72nd Ay�yg HOLD OPEN 1 r FOR THICKNESS AND REINFORCING - Tigard,Oregon CONTRACT FOR: 4 - " FURRING CHANNELS AT 24" 0.C. Construction Complete V) -- ) - GYPSUM BOARD OWNER: (Nm,.e and address) Q P2A' Pacifu Northwest Properties CONTRACT DATED: Au st 2000 eSl' L4- P2 DO ti ASSE 4465 S,W.Allen Blvd,.Suite 115 _ �aV4rtlm-Oregon 47005 ARCHITECTS PROJECT NUMBER: 99095 Q y TO CONTRACTOR: t t OB ,1 oC Aameand aadress) ARCHITECT: 4'- lJ " DO HARD ENTRY A C.Schiewe Associates (Name and address) ---# 1024 N.E.Davis Mildren Design uroLp.P.C. 4'-3 110 2 J SEE OOR \ Portland.Orceon 97232 11830 S.W.Kcrr Parkway,Suite 325 4 ' 4,• Portland-Oregon 9-WI Please submit an itemised proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract 2 Docurlents described herein. Submit proposal within JA days, or notify the Architect in writing of the date on which you -- " 2J" - anticipate submitting your proposal. - ----- - Z - THIS IS NOT A CHANGE ORDER, CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE P2 P2 - WORK DESCRIBED IN THE PROPOSED MODIFICATIONS., - 10 \�� F NISH rLO( Description: - (Insert a written description of the Work.) /1 .evi doQ schedulesI wall tunes, tW revised ACCESS" offices, and claiificationef overflow locations, and clarification of wall expansion detail at stairs, Kc" Enlarged First Floor Plan - South Entry Q Attachments: �Al Y =1 --0 ORRIDOR WIDTH � (List attached documents that support description.) bb 1-1 • P 5 Interior GoncretaWall R7-A2.4.1-1.R7-A2.4,1-2.R7-A2.4.1-3 and R7-A2.4.2.1.R7-A2.4.2-2.R7-A3.1-1 and R7-A4,2-I and R7-A4.4-1 and R7-A5.1-I. m Cross Corridor R7-A5.1-1.R7-A5.1-2.R7-A5.1-3.R7-A5.1-4.R7-A5.1-5 and R7-A5.3-1 and TAI(full size),TA2(full size).TA 3(full size). 5.3 1y"=1'-O" REQUESTED BY d36 06A Mildren Design Group.lack Kriz.Vice-President (Printed name and title) (Signatu 72nd Avenue Office Building Date: 26 February 2001 72nd Avenue Office Building Date: 26 February 2001 72nd Avenue Office Building Date: 26 February 2001 Drawn by: Checked by: Drawn by: Checked by: AIA DOCUMENT G'09•PROPOSAL REQUEST- 1993 EDITION-AIA-COPYRIGHT 1993•THE AMERICAN INSTITUTE Or ARC'HITECI•S, 173 "Gw Drawn by: Checked by: MMREN DESIGN GROUP, l ard, Oregon HMD TJK 1 igard Oregon HMD TJK YORK AVENUE, N.W., WASHINGTON, D.C., 20006-5292. WARNING; Unlicensed photocopying violates U.S. copyright laws and is subject t.. .gal P.C.• Re„� MILDREN DESIGN GROUP,P.C. prosecution.This document was electronically produced with permission of the AIA and can be reproduced without violation until the date of expiration as noted Tigard, Oregen HMD TJK ' Revisions MILDREN DES IGN GROUP,P.C. Revisions: - bclow. ARCHITECTURE • SPACE PLANNING AIOCFQrECJURH srAce rt.AturnrvG 7, 26 February 2001 get R7-A5.3-1 of: 1 ARCFi17E(_rl1RH SPACE I'IJ1N!,fING Sheet R7-A5.1-5 of: 5 Sheet R7-A2.4.1-1 of: 3 11830 SW Kerr Parkway,Suite 32� 7. 26 Febtvary 2001 Electronic Format G709- i 993 7. On Going Job Plumber: 99095 11830 SW Kerr Parkway,Sulte 325 ort Going Job Number: 9909 g /.eke Oswego,Oleg(+-,970?,' 72nd.Ave.13636 MILDREN DESIGN GROUP, P.C„ 2001, ALL �'� s:X�97035 72nd.Ave.13535 User Document:G709-15.DOC-2/26/2001.AIA License Number 110969,which expires on 12/7/2001 --Page#1 11830 SW Kerr Parkway,Sufte 325 Job Number: 99095 BUP2000.00206 Lake MILDREN DESIGN GROUP, P.C., 2001, ALL 72nd.Ave.13535 1 r 72nd.Ave.13535 (503)244-0552 RIGHTS RESERVED BUP2000-00268 Lake Oswego,Oregon 97(3a BUP2000-00268 MILDREN DESIGN GROUP, F C 200', na 1 of Be © (5031244 O.S2 2 Of 88 RIGHTS RESERVED © BUP2000-00268 (503)244-0552 4 of 86 RIGHTS RESERVED (C 3 of 86 MIN r r r r r r r r r r � I i O � 2 21'-3" 114A 112 1 i 1) \ 5'-0" 10'- 1„ „ Lrt j I _/ 1 T10$ -- RM. 6 -2 4'-0"CLR. *" I WOMEN d d MEN 4/ ELEV.107 51 STAIR Aa.1 2131 _ - - - - -- -P414 �1 -- a 1, 1, II' H _ _., 2 UP 3 5 v -r 11„ �' E, A6.3 12 12 s JANITOR 1 a n 1 in I - _ -- - - - _ __ �MR p (; O 3 �0� 6 CORRIDOR----- � -- -- - - - - - -- t _ '� r, 103 ly �A 6.3 P. ( I „46 -- 00/H 2 V. MACHINE R 106 10,C) / D- Z/\ - 1 -� ULNERML-RAN-IML �_ I 104D 4 ORRI R _ 3 10 3 A6.3 L 114 A5.1 A5.1 A4.1 _-_ � o, SIM. - `' ( �. ELEC RM. Ai,, I A15.3) A5.1 SIM. SlM. CORRIDOR r 109 a_.nlar ed First Floor Plan West Stag B Enlarged First Floor Core �4. /"-=1' O"bbl-1 - bbl-- 1 72nd Avenue Office Building Date: 26 February 2001 72nd Avenue Office Building Date: 26 Febr Lary 2001 Drawn by: Checked by: 011 1Drawn by: Checked by: � Tigard, Oregon HMD TJK Tigard, Oregon HMD TJK _ _ _ _ MILDREN DESIGN GRoup,P.C. Revislons: Sheet R7 A2.4.1 3 of: 3 32' Il1)REN DESIGN GROUP, IP.C. Revisions, -- - Sheet R7-A2.4.I-?_ of: 3 0 4 $ 16 � 32' nRCIIITECT-URF srAce Pt_�rv►vrNc 7. On Going U 4� 8� 16' ARCFB't'ECILRE SPACE P►,ANNItNG 7. On Going ��, Job �illf,lkx'► 99095 11830 SW Kerr Parkway,Suit u6 72nd,Ave,13535 .Sob Number; 9909.51 11830 SW Kerr Parkway,Suite 72nd.Ave. 13535 _ _ LaJte Oswego,Oregon 97035 13UP2000.00268 MII.DREN DESIGN GROUP, P C. 2001, • (5031244-{� 5 of 88 RIGHTS RESrR'JEU ® Lake Oswego,Oregon 970.3; AUP2000.00288 -i (503)244-0552 6 of 86 ry,4-nu,•;imrJFNki Near r,,.M+!qri.kr1M' kr#=e'kVNat 41 *OVA* +,, r,. f�.N,C�•,_ .... r«... «^-+• ., alp %T)j III II I I I II I I 1 III I I I I III till IIII Illi II,I III I I! IIIIIIIIIIIIII'IIIIW1" ; ll1 III�Ib I I 1 12 13 14 le 17 Ie 19 20 21 2�l2 23 24 25 2e 27 2e 70 30 - 71 ,�, -, � Qn•�tT �, � r .2. .. _ ,rn.•,w... nxstt i ws .r a' • r -• 1111p Joll ,7 { ,i,. •;r^' � �. ;�tT T ^zat�:htsa•• ;�.� a r �('-'• •'p.�1'�rT: , „y'^,'•NNR: .'�'�'+•-, 5e 5111 a 7F" o.,i3 d'M'TP"'Ri w4" ( r. I - iv A 4.1 * - ------ - `\ 6 • 1. A 4.5 - ' \ I -II I ti I tl I \ LEASE SPACE -- LOBBY LEASE SPACE — 113 - ---- 101 102 c, 213 I U -- - MECH. CHASE GPP 212 - -- 2 v DOWN A4.1 n'� 2 --- -- --�-- i - — i– / � ^rya r• � , \` 213 �s CORRIDOR L 3 10 ( 5 ) 211 4 A5.1 Sim. A5.1 T YP. 2 � A5.1 SIM. 2 , A5.1 ' A . 0 - —-—--- -- ---- —----- — — -- • � IID .' - - - —-- — _ K'A'� Enlar ed Second Floor Plan - Vilest Stair s bbl-2 A6.2 72nd Avenue Office Building Date: 26 February 2001 Drawn by: Checked by: Tigard, Oregon HMD TJK MILDREN DESIGN GRoup,P.(:. Revisions: 0 4' 8' 16' 32 ARCHUEC—MIRE • SPACE PLANf`m4G 7. On Going Sheet R�A2.4.2-� Of: 2 11830 SW Kerr Parkway,Suite 3;5 Job Number: 99095 ` \ T 72nd.Ave.13535 _ Bnd, 000-13535 Lake Oswego,Oregon 97035 2nd.Ave.1368 RIGHTS RDESIGNESERVED GROUP, P.C. aocr, n 111a� I \ �_ �— BUP2o00-00268 2 RIGHTS RESERVEQ 8 of 86 (503)244-0552 7 or 88 of z. 4 5 5 A5.2 L_�_� A5.2 STAIR , 3. 8w, 1 200 ��_ T lJ i A 5.1 Pn 210 209 4 -- � O �� , Sim. in - - � 2 1 3 - / / n d d A6.3 FOYER A4.4 ELEVATOR ELECTRIC ROOM w Tl 2U2 107 203 A5.2 5 \ A6.3 •,' (,' to • 203 - t 0 WO N M N 1 RRI io A4.5 �` LEASES ACE LEASE 211 f a 2077 _ 207 - � 1 ;n w 202 i• a iv p � iV I cl A6.3 - ' 9- 0 , A PA — - • LEASE CE r o 207] C A4.5 M. /7 C-; 1 s 2 f3 p ----- — -- -- CD i/ - / I �' BALCONY I 201 5 - A6.3 n i L SIM. 72nd Avenue Office Building4 5 Date: 26 February 2001 A5.2 A5.2 rB Enlarged Second Floor Plan - Core Drawn by: Checked by: +, „ r, 72nd Ave 13535 Tigard, Oregon HMD TJK I . r r r BUP2000-00288 vRevisions: r r 10 of 86 ch 1�7 C~ and Entry Canopy �QQ� MMREN DESIGN G�`OUP,P.C. — -- ' Y py _ OSheet R7 A2.4.2-2 of: 2 - � 7. 'h,Going , 11 Parkway, rind.AVC.13R1S 91 AROrQT'`"r'!'t�Ri1 9'' fVIJING t �weM O'er SUP2000-00266 b Number 990. _. •: h . Lake (5031244-0552 7035 5 fits DESIGN � zo ._ err Suite 325 n 9 ouN �c n, _. •, 9 of e6 \ �T�.�-�1 EII w.. ;tfi'�51bW • r; Cm�l I III I I I i Itl I 111111 IIII I�IIIIIt11 III. (il tii�tul�ll tlull� t It �uttl I� ►�utl nll�lnl ull I I I Ilnlllnnllu Illlllul Ilu�llll Ilu�lln Illllnu I t I I Iilllllll 1 + . Ll 100«.1 em 10 1 1 11t 13 14 l8 17 19 19 20 21 22 23 24 2!5 28 27 28 29 30 2" - . • ._ :0000_. FY.1•p S • 0011-r' _..;<.. ,.. , 71 n .l ,r. 0001:.• : ._ ;,,. I ; ; .. �G .t . . i - .. ,•,.',., . , .:.r ,..; 11;10 'i.oy;,l ,,, ';}. a , is a, ,tn - .. LI of r w: 13 A5,1 T T I AFEA OF FESCUE A8919rAFICE 11 7 14 A \ PIC / �\ ' 12 14 - A5.1 r •I / i2 13 1 19 5.3 S4.4 I \ / -- —�— 18 / - �`� - - - - - - 19 21 22 T T I T I 77 '1 T I 16 I 17 14V . 14 6 2 2 Stair Section 72nd Avenue Office BuildingDate: 26 February 2001 72nd Avenue Office Building Date: 26 February 2001 5b7 g 72nd Avenue Office Building Date: 216 February 2001 Drawn by: Checked by: Drawn by: Checked by: --1 Tigard, Oregon HMD TJK � —� Tigard, Oregon HMD TJK Drawn by: Checked by: g Tigard, Oregon HMD TJK MILDREN DESIGN GROUP,P.C. Revision.: MILDREN DESIGN GROUP,P.C. Revisions Sheet R7-A3.1-1 of: 1 Sheet R7-A4.2-1 of: 1 MILDREN DESIGN GROUP,P.C. Revisions: ARCHnWrURE SPACE Pt.ANNiNG 7. 26 February 2001 ARCFQTECTURE • SPACE PLANNING 7, On Going ARCHITECTURE SPACE PLANNING 7. 26 Februa v 2001 Sheet :c7-A4.4-1 of: 11830 SW Kerr Parkway,Suitt:325 On Going 72nd.Ave.13635 Job Number: 99095 11830 SW Kerr Parkway,Suite 325 72nd.Ave.13535 Job Number: 99095 Lake Oswego,Oregon 97035 BUP2000.00266 MILDREN DESIGN CROUP, P.C., 2001, ALL Lake Oswego,Oregon 97035 SUP2000-00266 MILDREN DESIGN GROUP, P.C., 2001, ALL 11830 SW Kerr Parkway,Suite 325 On going Job Number: 99095 72nd.Ave.13535 (503)244- 2 66 O} Be RIGHTS RESERVED ® 1503)244-0552 66 of 66 RIGHTS RESERVED ® Lake Oswego,Oregon 97035 BUP2000-00266 (503)244-0552 11 of 86 --------------- (UL DESIGN #U465) • P4 - CERAMIC TILE - _ - X ' TILE BACKER B.)ARD • P2. - � " GYPSUM BOARD TYPE "X" I c 3, ' METAL STUDS AT 24" O.C. P1 GYPSUM BOARD - Y2 RESILIENT CHANNELS AT 24" O.C. 3�" METAL STUDS Al 24 0/C P3 - GYPSUM BOARD 3" SOUND ATTENUATION BATT INSULATION C_ (AT CORRIDOR SIDE) " GYPSUM BOARD - 3X" METAL STUDS AT 24" O.C. - 3X" METAL STUDS AT 24 O.C. - PLUMBING CHASE - SEE PLAN VOR CLEARANCE C - 3" SOUND ATTENUATION BATT - 3�' BATT INSULATION - 3" SOUND ATTENUATION BATT INSULATION ~` • PIA %" GYPSUM BOARD - ONE SIDE ONLY - "GYPSUM BOARD TYPE "X" - CONCRETE TILT-UP WALL PANEL 3h" METAL STUDS A7 24" O.C. 3X" METAL STUDS AT 24" O/C TILE BACKER 90ARD CERAMIC TILE • P1B GYPSUM BOARD _.____ �" P2A - � " GYPSUM BOARD TYPE "X" • P3A '-' 3�" METAL- STUDS AT 24' 0/C - 3h" NTETAL STUDS AT 24" O.C. -� F_'4 GYPSUM BOARD 3 SOUND ATTENUATION BATT - GYPSUM BOARD TYPE 'X ' �� - 3�" BATT INSULATION - 3�" METAL. STUDS A i 24" O C RESILIENT CHANNELS ,j CONCRETE TILT-UP WALL PANEL 3" SOUND ATTENUATION BA7 T INSIIIATION C` " GYPSUM BOARD - CONTINUOUS VAPOR BARRIER C� PLUMBING CHASE - SEE PIAN FOk CLEARANCE -� - 3" SOUND ATTENUATION BATT INSULATION �� • GYPSUM BOARD . P2B " STICK PINS GYPSUM BOARD TYPE X' _ 3X" METAL STUDS AT 2.4" O.C. 3�" METAL STUDS AT 24" 0/C - 3X' METAL STUDS AT 24" O.C. C R11 BATT INSULATION r- - d %" GYPSUM BOARDCACCy ' GYPSUM BOARD F ; �s% -` CERAMIC TILE • P2C - ;x2) LAYERS GYPSUM BOARD TYPE "X" " - TILE BACKER BOARD f'4 ,,,,J',�r g + t }�1 *, • P1 %"(x2) LAYERS GYPSUM BOARD - ONE SIDE ONLY RI_SILIENT CHANNELS AT c'4' O.C. C>� 3�" METAL STUDS AT 24" O.C. 3;��" METAL STUDS AT 24" 0/C � (AT CORRIDOR SIDE) _ _ �_ A. ' r ' °x` ' �` t - —� - 3" SOUND ATTENUATION E3A 11 INSULATION * ^ - 3�6 METAL STUDS AT 2.4" O.C. PLUMBING CHASE - SEE PI AN FOR CLL ARANCE 3" SOUND ATTENUATION BATT 3" SOUND ATTENUATION BAiI INSULATION GYPSUM BOARD TYPE 'Y' \\1 - 3X" METAL STUDS AT 24" O.C. , %" GYPSUM BOARD P1 Interior Partition P2 1 -hr. Interior PartitionP3 Wall P4 Chase — 72nd .Avenue Office Building Date: 26 February 2001 72nd Avenue Of�ice�uilding Date: 26 February 2001 Drawn by: Checked by: -- - -- - Drawn try: Checked by: "~ Tigard, Oregon HMD TJK �� Tigard, Oregon HMD TJK MILDREN DESIGN GROUP,P.C. Re - MILDREN DESIGN GROUP, P.C. Revisions _ _ r — Revbioru Sheet R7-x\5.1-1 of: 5 AkcFnTEC1URF • SPACE PI.ANNING 7, 26 February 2001 Sheet lt7-AJ.12 of: 5 I ARCi�TP.IC111RE �'ACH F'1.ANNiNG 7. ZEi February 2001 1830 SW Kerr Parkway,Suite 325 On Going 72nd.Ave.13636 Job NumbF r. 99095 11830 5"'Kerr Parkway,Suite 325 On Going Jc1b Number: 99095 — r 72nd.Ave 13636 Lake Oswego,Oregon 97035 Bt1P200T0026a I GROUP, n C, 200', AI' Lake Oswego,,Oregon 970.35 SUP2000-00266 68 h u (O 13 244-0552 12 of . ...._ .. .... _.. (5031244 0,�.t2 of e6 .,,. ,.««.....»w..w..... I I I I III I I�� I I�� (�I I ��I�'� I� ��I I I I I I I�I I i��I � � I I I I I I, � .�.�...d'.ww. 1 "�nw+,r►►�nmrltilr,.elaa.rG'•s' CRi� I I I i i I , 1111111 I ; In Inili it Ilnlnii I ,111,11 I 1111111 111111111 MITI 111111111 111111111 111iliui 11!11111#1Ilpil111111111 1nlllI1i 111IIIUI iilillul 111111111111111111 Ii111iu1 '' g•'U"y � t IOmono 10 1 I 12 13 14 t ID 17 I Ip ZO 21 . 22 43 Z4 { „ ta 28 Z7 28 Zp 30 t L r r r1 �•4 �.J_� Z t3 1•. J °., I Ia,F s, t 5 � 1a - � �F1J �,jS�F„l'f 1' r rr 19M1,i tri yr rYrs.` ,,i a .':': � .. • " , r t -- , ;�'t^�, .�,!Jt, ��w r4 1 . ?�r,r ';i .t', '...�1• - � k a+r�,- iY"ro,t ..'a��r'N` ,t,,t z�, ,�r��l� 1t - F atrl}""��' •I ,1 P 5' f y M I' rl , r 1=_ RA'9.y_'x•�t Pd��',� ,',vR ,o �n.`C„ t ti ,', "• .'',` NOMI (� ,y :Ih• ' r t ;#; �: 'I �" :v,F. a,l'ti•,;917 r., i.. s fi dill , 1010 T. .( iI 'Yhi' 43'1 n ',t • 1i�eS' 1 �' 9 F 114�.n,oy • r r n r,I M. rfi c %J I Tw Y 1 • iv Non-bearing Wall at Floor 7 8 ---- (2) LAYER TYPE 'X' X (2) LAYERS � TYPE 'x' � - WdI9 ',-oil A5.1 A5 YPS BOARD GYPSUM BOARD -- TS COLUMN - SEE STRUCTURAL C` TS COLUMN - SEE STRUCTURAL. l - — IV —_ - ---— FIRE SAFING — — — - FIRE EXTINGUISHER S S �• ' . - MAILBOXES ( V v _ iv FIRE SEALAN T O v V 4 r 7 SCREW AT TOP 176) -0�— — -- — — 17 17 \ - TOP OFSLOT - r----_ 1 - — — I WITH (2) #12 SCREWS \ I \ `PLATS SEE — _7 � EE — • - STRUCTURAL \ FLOOR FRAMING - SEE _ STRUCTURAL / MAIL COLLECTION JNII r , TYPE 'X' YPS M BOARD . , ON 3}�" METAL SUDS __.__ 0 3'PE METGYPSTUCISBOARD -��_-/ l -O /� 'Yf3Si71� BOARD R VE"AL - - �, - - - 2 ical Column at Corridor s Typical Column at Corridor 5'1 d3; `r s•1 3�' _ Mailbox Fire Extinguisher Elevationri2 Ex ansion Joint at Gypsum Board 1? 11 ____ _ _ -_Y ps _ ------ / 5.1 d32 5.1 d 34 ' A5 �- 72nd Avenue Office Building Date: 26 February 2001 72nd A N;mue Office Building Date: 26 February 2001Drawn by: Checked by: /#4VL Di-awn by: Checked by: Tigard, Oregon HMD TJK "Tigard, Ol';:gOn 11MD `rJh _ --__ - __--__ MILDREN DF�IGN GROUP P.C. Sheet (t7 Aa.1 4 of: 5 II.Di:EN ESIGNGRC)11Q P.C. �evlsirxu: � — •, ? � ARCrTTEIIURFf ShACE rlwrvruNc Rev _- -- - ------- -`- r r A�[FQli -MRS • SPA(.'[ PI A%PMJG 7. 26 February 20(.`! Sheet R4-A5.1-3 of: 5 1 26 February 2001 I IbM SW :''rr Parkway,Suite 321 On Going 72nd.Avo.135„6 JUb Number: 99095 111330 SW Kerr Parkway,Suite 325 On Going 72nd Ave 13535 Job Null bei --- 99095 Lake Oswego,Oregon 9705 SUP2000.00268 MaDREN DESIGN GRou41, 7omr n, lake Oswego,04egon 970,3, OUP2000.00266 WM 244-0552 14 of 68 HtG"'S I�ES[Rvrn t� (503)244 05,92 1501 66 I I I I I l l�l �l i l ,i l l��- ••"'"M+wvM�rY.wfweLrG•'+..: . -- -- r uYMg1A�lMNh��.N �M11�AlIM�1Yut@9 ygldA'S Ji l Cf11� 4 � �Int�llll u��lnl 1nl�ln� ufl�lllt i!IIInIIIIIII�Iiu�liil�Oillnu�Ilulnll�ullll�u�ll Ir�IIIIIIIu�IIIIIuu�iIIIIIIII�IIIIIIIn�liui�Il;�Inllull�n.jtllJn�IInIIIn�nulull�unllnl�Illl to �) u t I In �t t� ��It�tlti` . LE�N.ITI�STRM� i IOws.I CT p 10 I 1 i I3 14 i 16 17 19 10 26 21 •22 93 24 26 �!! 2I7 26 2211^' 310 _14 ll .0 7 , :.L'M lea �. "'s � y"]�.� -"_--'..L+ra.lu.Wew�rlY:.yev,.•-----•fl,rual._,;�.t3... ,y•,, rpt 'f ee 7 Keynotes U 1. 8'-0" PLAS''IC LAM!rvATF. (-C)FF-r.E P"Lu WIT., 24 X 21 X 6 STA(ftLESS SrFE� • AND DISHWASHEk - - 2. REFRIGERATOR _ - 3. VENDING MAC,-:',.- - - _ - MILDREN DESIGN GI oup, P.C. 4. 3'i8' 7EMPEREi• - ' ,c; . . •- _ . .. . _ �. : _ ._• _' . _ .,_ _.:. - -- .- -" 5. 3'r8' SC WOOD - _._ :___- - - -'- ARCHITECTURE - 5P',CE PLANNING 6. WAL1. FLUSH th;'' 11830 SW Kerr Pifkwa),Suite 325 7, WALL FLUSH r,:' • Lake Oswego,Oregon 97035 8. WALT. '4 (503,244-0552 I I / 3� 4 1 t; � } is Y} 1 7 .•,.r.r tt-•�¢ - - . .. •• 244' .t,• 75'-0" 94'-0" 25 -0" 25'-0" 29'-91' 34'.54,. I I I T`� 100A a TR Y i LOO Il-- ]FYI. I P -• ! F FF FF - - v--��4 rye--s �o--t r�--+� �--,-•-� ��. • ' T12g T130 F 1 OFFICE84889.5 .5 1'99 . T726 OF 0�`� FICE OFFICEFFIC ��Ic;E 5 FFI 7121- T122r 7124 I T� 55 712 .,_ - 5 .5 9.5 B4BB4.5 % 4 .5 O O 7130 T131 �� _- r li - t-'• t 129 I t r - - - T121 T 2 T124 T125 T 26 T12., �- �- 13 - TENANT 2 3 r 1NAN/7 T123 29 ? O --' 106 / 5 L_a _ G4 8 12 T NAN 1 /� 14 `7-:7 •120 STAIR -- � - - _ ^ A c. _ I I I I - I F-B � • I ROOM i� ' O,•'ner /� T141 N �� IP I Ti 39 �. II I - ELc I I i� 115 - , r'! 'I �. h 4 .Sa P7a Pacific �1W �, I _ ' 1 c T 1391 to8 - • I T120 -a n F106 7123 T141 I'; I rl -- „4C JW O _ O �" -' A R Pi -opel-ties _ORRi R _ - 114 'V j. O, '' - i 104 - / \ T115A T737 T138 t .f 9a J t I O •1r '�$3 �+ I •� �� - - r.dr_r�.s "Zi_'L's ryK- a"'ts'E•=i+ T13� 4 38 .5 -�- :_ -- - _ - - � -�= _. 9560..«' .Alen BI\d. - ate i to n A E 5 10 F RM 6 " t n ' Ft 00 y Beaverton,Oregon 97003 --. , 7 � t 4 T t 32 10 - -. Tt,SC T115 - ---..__.-J r,33 I y•_ 6,_8d, e,- �, F,00e 1• _,�,. _ _ MEN SHOWER OFFICE T - v , --- --- r 7133 4 35 - -_ 4 D -- Ft00A 'SHOWER I � 1 32 �4 'SP,CAL TYP,C� , , , _ __ : _..-_ errant T135 A3 ` �;•. 5 -Lj. 16 T I T Y - ! ! ° P. j TT116 ! � _ _ - - Improvement '9 T11 --- - -= 12nd Avenue -- . T113 r114 � ,..••1 , FdF, FFI --� F T„7 Office BuildinQ ' .5 84889.5 3 ^ ' SIX 72nd Ave. HF FFI" T,07 1 d3 T1ta _� � O ~'' O T'`6 i Tigard.Oregon _. o LT � f' 1 �� e F r,:oa °-- 89.5 1108 TRY t 10C uo 110 5 ---- - - �. - -�a,-� Sheet Title P.Ty • ----- � -- _ F1I'st • ----- -- Floor Plan General Notes Finish Schedule ' First Floor Plan Finishes Re%is,on�: A. VERIFY A„J CONFIRM ALL DIMENSIONS AND CONDITIONS, ROOM NAMEt • i NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START Floor Finish A4BB9 i. 23 February 2001 OF WORK. A. EXPOSED CONCRETE SLAB , On Going B. OCCUPANCY: B B. CARPET - CPT2 0 \' ` C. BUILDING SHELL CONSTRUCTION: TYPE VN C. LOBBY CARPET - CPT-1 (SEE SHELL DRAW! ) \ - D. MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER BY �_ ^ Wall Legend �__.__r- Revisions: D. STONE TILE - S-1 do 2 (SEE SHELL DR ING }J SEPARATE PERMIT. I. 21 JUI - 2000 E. SHEET VINYL Q It. Pad: Manuf: Nova Co--e,c;ol 40 oz. Comr,erC.a' geode coo Addenda I E. PROVIDE (t) APPROVED FIRE EXTINGUISHER WITH RATING OF F. VINYL COMPOSITION TILE - VCT-1 3 ` , NOT LESS THAN 2-A:10B FOR EACH 3,000 SOFT. OF FLOOR Q G. ANTI-STATIC TILE 2. 27 JUIN' 2000 .ti AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO / 3�" METAL STUDS UI. Vinyl Composit on Manuf: Mannington Commercial Base Tile - VCT-1: Pattern: Essentials Addenda2 y w,Lt�*� �„+?,; EXCEED 75'. AT 24" 0/C WITH " GYPSUM BOARD Colo y112 Pewter �tt23 Wheat 3. I August 2000 r ivy'I; F. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN 0. NO BASE Addenda 3 ACCORDANCE WITH N.F.P•A. PAMPHLET #13 (BY SEPARATE 4. 4" RUBBER BASE - RB-1 Q [- ] SHELL WALL 70 REMAIN 1V. Flubber WoII Manuf: Flexco Wallflowers v t Jy 6. 6" RUBBER BASE - RB-1 4 ClosedS3 modifications t t PERMIT). e� a ' •. 4 ri' Base - Ru-t: Color: Black Dahlia G. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1, t C - - - - PROPOSED FUTURE WALL H. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT Wail Finish No.: WF-01 5. Not Used A. EXPOSED CONCRETE I 3 1-HOUR RATED WALL ,' a' • �;' OFFICE AREA. I �71� V. Point - P5: Manuf: Mille, B. GYPSUM BOARD AND PAINT - P-5 A, Color: Lemon White 6. 2 January•2001 . `. C. VINYL (SEE SHELL DRAWINGS) I No.: CW020W Closed X. EXISTING TO REMAIN - - --- - -- VI. Cabinetry Finishes: Ceiling Finish -- -- _ . . 0 A. EXPOSED ROOF STRUCTURE Vert. Surfaces: PL-1: Manuf: Wilsonart s B. SUSPENDED ACOUSTICAL - TEE BvF No.: D403-60 C. GYPSUM POARC AND PAINT '- P-5 1 Color: White Sand Date: 24 October 2000 Ceiling height - --- --- -- -___ • Counter Surfaces: PL-2: Manuf: Pionite PL-4: Manuf: Pionite Dra\\n b\. Checl.ed bv': • 8. 8 - 0 1 (Colars to be No. AB191 Suede (Patternl No.: A7981-S (Pattern' BK WKn1 :1 9 9'-0" selected by tenants) Color Blue Sandstone Color: Coriander Fiber ' 9.5 9 -6" -• -• Job Number 99095.01 ,2. 12`-0" - _ PL-3: Manuf; Pionite PL-5: Manuf: Pionite X. EXISTING TO REMAIN No.: SG213-Suede (solid) No.: ST650-Suede Sheet 0F: d .tt. 1�r• Color: Opti Gray Palomino ki'{ sti 1 t, ''� Vl. Electrical Switch Manuf: submit Construction set - February 2001 I TA 1 5 Plate Covers: Color- White 72nd Ave 13535 AUP2000 00260 ,sol 86 LEO�RY�'tIM' cm a IIID i t t u , i t i I ,e 1 I I I 1 utl I,II i t 1 . tit nl lith y f t a lu_ � I n to...tes 7 0 1 I 12 13 14 le 17 is 19 1 22 23 24 25 2e 27 tie A9 37 - - 114111111111 Jill If I 11111111ditt , 1,•.t I A r' f 1 A.. �r .�1'�' r v r Keynotes O 1. MAPLL F k E Wi i H Ab:ULu I E 6L-40' ` 'uth I Of- RECEP TI014 9. t A A DESK, REMAINDER OF' DESK TO BE Pi.ASTI(, tAMIN.ATE - SEE 10. WALLS T,j BE FL1,SPI �I • DETAIL 6/A3 11 q WAL.L,1�. M'.1'L;Of; ��........, 2. 10'-0" PLAST!C LAMINATE BASE CABINET W11H UPPERS 12 RL)U G(PS1JM 5APEo F:;tiT :r 3. 3'-d" . 5'-0" TEMPERED RECITE T/P1(:AL MILDREN DESIGN GROUP,P.C. 4. 3'x8' ISC WOOD DOOR T APICAL. ARC!UTEC URE • SPACE PI ANN NG 5. STONE TILE -S-1 & S-2 FO MATCH LOGB( !SFE SHELt. DPAWI!IGS) 11830 SW Kerr Parkway,Suite 325 6. CAPPE f - CPI -l - TO MA rr_H LOEB r (5-VE SHELL DPA'Nltv,S; lake 05%vego,Oregon 97035 2 COFFEE BAR WITH UPPER CA5111ETS, 24,21,,E, (503)244-0552 STEEL SINK WI rH "INSTA-HOT" HbT 44 rEia -{F 47FR 8. WALL FLUSH WITH FiJRRING �4 ( 5� l i_ 144' 0" „ 2 I I 8 \� 0TAI 200 1 MIKE tiELSON ("Of, .E��4,NCE �� i -_ _• i T207 II �, RA FFI X211 T210 I If r207 E34PE39 =� I � a a 18 -4 15'-9' 15'-9"t (� a.-`�,. g' r OFFICE ,� L•� ' L - �. �s 7T206 - 7208 '209DEM • _ _ �d8 .. - SAL-CON Y 21 J'J _R. RQ�M 84BB9 /7 VENDOR I 201 r N T209 f / 20 B� 4L/ r ' — / 9I l _.s ;� ' - T-'r a� :e u T s s � Ota ner Q I 9 v p2 \ -- - FO yEP la 4.,�__ Pacific N�� — T-ELM oo P2 C2� 7221 I DO.N j 210 2 ( M. ., Proper} IesRM_4 10 if o 1 L_ I . - -- —.— -___- -- .—_ -__—. —___. 11 I .-- _... JL. �=1'— , • .L��_..._.... :��__ _-�_-�.1.��_-iS' `rJ. .rY-a 'liCJii_ . - -. W M N MEN ,. . � t o 6� o I �1 RRRI 210 209 f i 6 � � f202 ,I =U \ SIA; I I1I STORAGE _ �•� 9663 SNV Allen BI\d. -Ste. 115 T223 N {, i �, `1� 1 -( ) �/ l Beaverton,Oregon 97005 I84889 I R P. 1riNG -- r 200 I 14'-411" 10 ° 1 C- 4 B9 IF - --- -- -"- - L_ SECURIT CP r''til A l l _ i Project: T2� 25 1 - - =1 _1__1 N RA FFI 94889 -• e Tenant Y T2 - _— E' 84059 223 T202; t T S �4 - Illl�r0�"ellleIlt 7205 I I I v 1 -'` - _ __ 4...- - - --- `J ' - >z,9; ---�_.. 722)' i 2nd Avenue = T20< = Office Building 720, OS'.1 2nd Ave. a M204 IKE B 9 ; = Tigard,Oregon 848139 Ai tJF PENCE rl JIM r2d1 -T249 1 2J C4899 84869 _.. _. .. - i O i J Second _ - -` Floor Plan - 1rP, Second floor Plan -- _-- e�rsrons: ��. 7. 23 Februar% 2001 On Going Wall Legend 1z, _. ' 1lJuh 2000 :\ddenda I 27 Jule 2000 3�6" METAL STUDS Addenda 2 Z\ AT 24" 0/C WITH GYPSUM BOARD 3. I August 2000 0 (-- 7 SHELL WALL TO REMAIN Addenda 3 4. S3 modifications - :3PROPOSED FUTURE WALL Closed o. Not Used 0 2 1-HOUR RATED WALL f 2 Januar\ 2001 losed •, D•rte 24 October 2000 I•iit. Dr a\�n I,\ t�hecked b�. A. BK WEM Joh Number 99095.01 Shit t of: r>, , Construction set February 2001 TA q t 72nd �•e ,3535 D 1 q i? �Ri4 BUP206.007tf! 17 of 56 ,,, v� LtO�NJTY!'� Cm I. i111111 1111111i I I I i i I 1 1 1 3 0 II 12 f3 4 le 0 20 to ice 21 22 23 24 25 2e 27 2e 20 30 _ r r 2 •, t' J Jy r,, y 1t, G`i M� Wa �.Y fl � f \ � ti .,.1 1� f':.tJ • . - ,�yryt�� I, 1 •,�a yl .ar��.•k L�r?~ y � S1J i h.' � '[will : i y MILDRkh DESIGN GROUP, P.C. AW IIrIFCTLRF • tiPA(F PLANNING 11830 SIV Kerr Park%Na), 5u,te 325 Lake 0��ego,Oregon 97035 '5031 2444)552 ■ ■ ■ Legal Des tion Owner: - to �E Section-7-7-2 ion y SpEC!nL It�c ,� �� ►, of Tigard, Washington County, Oregon Stat© of Pacific �1 `✓VProperties OF I ° t;.,Is ..t. Site Data -, �U�� a��LE•: 9965 S. W. ALLEN BLVD. SUITE 115 - AREA: % COVERAGE: % COVERAGE ALLOWED: eat It1 ; BEAVERTON, OREGON 97005 SITE 114,019 SF (2.6 A) N.A. N.A. � �y VOICE: 503-626-3500 FAX 503-671 -0211 IMPERVIOUS AREA BU'LD1NG AREA (FOOTPRINT): 22,900 SF 20.1% PAVING AREA: 56,221 SF 30.6% TOTAL IMPERVIOUS AREA: 79,121 SF 50.7% 85% t i AREA: % COVERAGE % COVERAGE REQUIRED: • LANDSCAPING 34,898 SF 49.37. 0% - y SPACES P ,OVIDED k SPACES REQUIREDPro1ect Contacts PARKING _ • STAINQARD: . 4 . 152 123-179 (LOADING: � 2 _-.- ARCHITECT CIVIL ENGINEER CARPOOL/VANPOOL: 5�\ 9 - - -- - - --' HANDICAP: 6 X As p" Down �i r 0'•�ner Mildren Design Group , P . C. WRG Design , INC. TOTAL SPACES PROVIDED: 169 --1acific NW 5 ROAD BICYCLE: 21 18-2,3 • 11830 S. W. •KERR PARKWAY SUITE 325 1040 SW NIMBUS .0 D ,nAo �C PI O�JeI t le> LAKE OSWEGO, OREGON 97035 PORTLAND, OREGON 97223 VOICE: 503-244-0552 FAX 503-244-0417 VOICE: 503-603-9933 FAX 503-603-9944 04LIr� CONTACT PERSON: GENE tAILDREN CONTACT PERSON: BRIAN DEHAAS Zone Analysis ZONE: CP PROFESSIONAL/ADMINISTRATIVCOMMERCIAL DISTRICT t�� 1,v � L 1�r e 9965 SAN'. Ailo.n B1%d. Suite 115 GENE@MDGPC.COM DBH@WRGD.COM ALLOWABLE USE TYPE: PROFESSIONAL SERVICES �1S Bear ertt u. Oregon 97005 PROFESSIONAL OFFICES COMPATIBLE SUPPORT SERVICES • PROPOSED USE TYPE: PROFESSIONAL OFFICES STRUCTURAL ENGINEER LANDSCAPE ARCHITECT AFGHAN Associates, Inc . WRG Design , INC. 9320 S. W. BARBUR BOULEVARD SUITE '175 10450 SW NIMBUS ROAD 72nd AvellLle PORTLAND, OREGON 97219 PORTLAND, OREGON 97223 Code Analysis 1997 UBC WITH OREGON AMENDMENTS Off ice VOICE: 503-244-2450 FAX 503-244-2887 VOICE: 503-603-9933 FAX 303--603-9944 OCCUPANCY GROUP: JERRY NAVARRA CONTACT PERSON: ANDREW HILL BUILDING TYPE: 1 lIN , BL111d111c, ALLOWABLE AREA: JERRY@AFGHANINC.COM ADH©WRGD.COM NUMBER OF STORIES: 1 MULTIPLE STORIES BASIC AREA: 12,000 S.F. 24,000 S.F NO YARDS 13533 SAN'. 72nd .Avenue WITH YARDS FOUR SIDES: 24,000 S.F. 48,000 S.F. 20' MIN. AT 5%/FT., MAX 1007. INCREASE Tigard, Oregon WITH SPRINKLERS THROUGHOUT: 72,000 S.F. 96,000 S.F. MECHANICAL ENGINEER ELECTRICAL ENGINEER NOTE: UNLIMITED ALLOWABLE AREA DUE TO 60' YARDS AND SPRINKLED ACTUAL AREA: 45,800 S.F. MKE & Associates Consulting Engineers MKE & Associates Consulting Engineers ACTUAL NUMBER OF STORIES: 2 YARD ON FOUR SIDES 9900 S. W. HALL BLVD. 9900 S.W. HALL BLVD. �hcet "1 Itle: TIGARD, OREGON 97223 TIGARD, OREGON 97223 VOICE: 503-892--1186 FAX 503-892-1190 VOICE: 503-892-1186 FAX 503-892- 1190 RICK DUSA HANK BARL.EEN Sheet Index RICKD@MKE--INC.COM H!kNKB@MKE-INC.COM AO.1 COVER SHEET 12.1.1 FINISH PLAN FIRST FLOOR A1.1 EXISTING CONDITIONS AND DEMOLITION PLAN 12.1.2 FINISH PLAN SECOND FLOOR PROJECT LOCA i70N A1.2 SITE PLAN 13.1 BUILDING SECTIGNS 5, A1.3 ENLARGED ENTRY PLAZA AND SITE DETAILS 13.2 REST ROOM ELEV< TIONS . �� •r Sy INTERIOR DESIGNER C1 GRADING AND EROSION CONTROL 13.3 ENLARGED PLANS, CABINET SECTIONS/DETAILS 4I C2 ON-SITE STORM IMPROVEMENTS S2.1 FOUNDATION PLAN 1 •° r Ward Gibbons & Company C3 ON-SITE SANITARY AND WATER IMPROVEMENTS S2.2 SECOND FLOOR FF;'AMING PLAN '� C4 72ND ST. STREET AND STORM IMPROVEMENTS S2.3 ROOF FRAMU;r, P,AN C5 74TH ST. STREET AND STORM IMPROVEMENTS S3.1 STRUCTURAL ELEVATIONS 4525 SW CONDOR AVENUE C6 CHERRY ST. STREET AND STORM IMPROVEMENTS 54.1 STRUCTURAL DETAILS a "` << ; ♦ C7 74TH STREET SANITARY AND WATER IMPROVEMENTS S4.2 STRUCTURAL_ DETAILS PORTLAND, OREGON 97201 C8 EROSION CONTROL AND STREET DETAILS S4.3 STRUCTURAL DETAILS Re�I>lon�. C9 SANITARY DETAILS S4.4 STRUCTURAL DETAILS 1 21 .hik 2000 _ VOICE: 503-241 - 7758 FAX 503-241 -0948 C10 STORM DETAILS :\ddentiuln 1 7M.0 MECHANICAL TITLE SHEET `✓ _ c C11 WATER DETAILS TM2 FIRST FLOOR HVAC PLAN '?. 2i July 2000 CONTACT PER.�ON: DEBORA SOUZA Luke L1 LANDSCAPE PLAN TM4 MECOANICAOLOROOFAPL NAN L2 IRRIGATION PLAN \idcndunt 2 CI , ■° DEBORAS@WARDGIBBONS.COM A2.1.1 FIRST FLOOR PLAN TM5 MEC41rvICAL DETAILS 3 1 .\uguA2tti0 " ♦� TM6 FIRST FLOOR PLUMBING PLAN :lddenda 3 A2.1.2 SECOND FLOOR PLAN TP2 SECOND FLUOR PLUMBING PLAN A2.2.1 ROOF PLAN Dur TP3 PARTIAL. PLUMBING PLA ¢� E1 (ltetnbl r �` A.2.3.1 FIRST FLOOR REFLECTED CEILING PLPLANSP1,111 check Que�Uons r : P, '; ♦ A2.3.2 SECOND FLOOR REFLECTED CEILING PLAN TP4 PLUMBING DETAILS 12 Se temhei,2000 �>n Ei�Ilt TP5 PLUMBING SCHEDULES g 4` u I •'T*" t w+' erpr e A2.4 .1 ENLARGED FIRST FLOOR PLANS Tuatut A2.4.2 ENLARGED SECOND FLOOR PLANS TP6 MECHANICAL SCHEDULES AND DETAILS A3.1 ELEVA TIONS EO ELECTRICAL COVER SHEET � * t r:•,'''r " r ''". `e� - tip �� " A3.2 ENLARGED PARTIAL ELEVATION AND ENTRY SECTIONS AND DETAILS E1 ELECTRICAL SITE PLAN _ /Stir• A4.1 WALL SECTIONS E2 FIRST FLOOR POWER AND SIGNAL PLAN A4.2 WALL SECTIONS E3 SECOND FLOOR POWER AND SIGNAL PLAN v A4.3 WALL SECTIONS E4 ELECTRICAL ROOF PLAN ,NESE DRAWINGS ARE THE PROPERTY OF A NOTMILDREN DESIGN CROUP, PC, AND ARE A4.4 !.-LEVATOR AND STAIR SECTIONS AND STAIR DETAILS E5 FIRST FLOOR LIGHTING PLAN NOT TO BE USED at REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN F,'RMISSION DE MILDREN DESIGN GROUP, PC • A4.5 STAIR DETAILS ' E6 SECOND FLOOR LIGHTING PLAN _ A5.1 WALL TYPES AND WALL DETAILS E7 ONE-LINE RISER DIAGRAM Date. IG :\gti�t 2(100 Vicinity Plan A5.2 MISC. DETAILS E8 PANEL SCHEDULES A5.3 DOOR / WINDOW DETAILS AND MISC DETAILS E9 ELECTRICAL DETAILS no scale A6.1 INTERIOR ELEVATIONS LOBBY TEO ELECTRICAL COVER SHEET L!X1 A6.2 INTERIOR ELEVATIONS: LOBBY AND EAST/WEST HALLS TE1 FIRST FLOOR POWER AND SIGNAL PLAN r1a; $ A6.3 TOILET ROOM ELEVATIONS AND MISC. DETAILS TE3 SECOND FLOOR POWER AND SIGNAL PLAN J ;h Nun,i,er: 99095 TE5 FIRST FLOOR LIGHTING PLAN 72nd Ave tJSJs I TA1 FIRST FLOOR PLAN Sheet of: TA2 SECOND FLOOR PLAN TEE SECOND FLOOR LIGHTING PLAN BUP200000268 k wt d�G TE8 PANEL SCHEDULES in of P6 r�•+ i8"} � , �Siro;Fry l x � 9Yi':,: TA3 DETAILS Construction Set - I I I II III I I I I I 11 � ( LJ k V r) (EF 1 (: E LJ I r... : . d ,,,.,M Lp .IM to 11 IZ 13 14 le 17 le IO O a ZZ 23 24 *e 2e 27 2e 20 30 ` t ,.r,.....,s.•.r.rw qr a 'III . . • r' r. "�� ' w xA� s:l,.,: r',� .. ° J • W �Itl .. ,., : .. 1; 4. rl f , Cpl ^ I I V [.1-, 100 (VACANT) j Keynotes 1. EXISTING DRIVE TO BE REMOVED 2. EXISTING FENCE TO BE REMOVED 3. EXISTING STRUCTURE MAY REMAIN PER CONTRACTOR'S OPTION MILDREN DESIGN CROUP, N.C. HOFOR USE DURING CONSTRUCTION _ S 00'37" E 279.99_ _ � nRcrulTc'ruRr: ,I'.At I I'LA:�'.�E:�E; 4. EXISTING CONCRETE WALL TO BE REMOVED 11830 S\V Kerr Park�Na>, Suite 325 7", 8"(2) & 4"(4) i! E T 1 " 5. REMOVE EXISTINr: SEPTIC TANK AND DRAIN FIELD L; 5�8' FI-BER NUT 1 ' �� Lam:_ Ir Lake 0=��'ego,Oregon 97035 "A0 , E ! +. _ OF r �\�,- - (:At' E 1�_ _ ! ' 6. EXISTING SIDEWALK TO BE REMOVED r.RT) LINE [-J L------- I [� --I 7. REMOVE EXISTING OVERHEAD POWER 5031244-0552 I 6" JUNIPER:= ?• ''� f", r L h I 4 . I CONCRE T1 LU'�i: OE ;F A',EL 1 SEPTIC TANK 1., I ;. -,l' 12" MAPLE 20" CEDAR; I 11" �,� ,` f :; ;,:.•�- L- ---� 12" CHERRY �J I ;••. �'''; f a 7" ORNAfu1ENTAL 10" CEDA _ "� t r ;•• r` (2) OLL o5b 1 10" CEDARr••E1•�•, . 3 8" APPLE �� `' :•! 8" CEDA'' .,K ! /" fi° 2' _.1'2•+ APPLE -ter• / I I o �.. �a 2" PRUNE 16• F { / � ) I end ~;._'c' •..!�.:•' 10" CEDAR"'IL` DECID. + --- -- -- / I �� - -L EXISTING TREE O BE REMOVED 1*D 10 PEAR It % 1 I n � 1 � OF � J% JY,'rV4 .HER' I - I I \ 44 i'�»•-�� 5.00' I oS89100'37"E /YO ti0! L} II, E. EL.- 225 07 ;1j[j SPICI`: 12" BLUE. W 1 o� 'II_- F FE ( % N.} SPRUCE of I o o Or,\ner: Ia_ � 24" CEDA:.'" - o I Pacific NW '01 z CD ��I ' Pi -opert lei CD 0 1 11 I I' - EMENT N GARS, 779S 9963 S.NV. Allen Bled. Suite 115 W I CD Bea\erton.Oregon 976015 ZI o o 0 - - - 89100'37"E D I CN ?0" ASH Projec I 14 OJND 5/8" I R W% rPC �' } DCS 1856 • d. 0.4.1' �+ t�A'-:HE 3 0 I I 721��i .-�\ enue � Office E:. = 12" BIRCH'•' T p I I ��,`: Bt ddilla ® ; JNCRETE A-C�UNJ 6" BIRCH? AII'ED �A BCH 6AS,N ;` I TORY 5E'1ti'EF , At�,� .-t;- ., ' __ I I :_. r � - •rr iI 1 I ` '+�-24" ASH C ^r• _ � Ij 130,;x=, » \�'. 72nd :'\venue M E - L11 yc ' ;',' 4" BIR H'y,: Tigard. g Ore -n 10 PVC iN N 'A 12" PVC Cl.';T 10" BIRCH i.---., �) 10" BIRCH' �' •LT, • o ,t --- �heet 1•Itle SANT ARY SEWER YANNOLE L ' I } RIM EL = 210.07 '.r- 4" BIRCH E\11l 111- F EL.= "02.22 \ � ' f`.._ � �_�w � C OIICI It 1011 8l�PVC IN N., I I w O 8" PVC OUT S. I zo / Plan r-f'�j'JND 5,;8" I.R W/ vPC f r--,I " "DCS 1856"r N. 0.42' 8" 6"(2) 4 . I � W �, \ \ �.E„ EL.= 208.93 5" & 3 " \ 1. 10 PVC CHERRY ; �i11'', 12"(2) & 10 CONC. WALL CATCH BASIN -- - 4••' ti; %' DEC u S RIM EL = 209.40 w - - TSc- N 89�00'37_W 289.99' --- r 1 QuW. SAia:. 1.E. EL.= 207.25 w �- - - - - - - - __ _ L_.iFr- - - GE_LON ;% EL - 12' PVC OUT S E L _ EDGE OF .'Ek ENT ED^E OF P cl; 14" & 18" I •: -,,r,l'" �IU' E. CEDARS DRIVEWAY S. W. HERRY STREET F��JNU �;� �. i k .. Rei Isfons: ?� DRIVEWAY 1,,�RB W/ YPC UCS 185F.• I. 21 July 2(1110 tir, \--CATCH BASIN Ei -STORM SEWER MANHOLE RIM EL. = 209.82 BENCH MARK -J Addendum I CATCH BASIN RIM EL.= 209.93 I.E. EL.= 207.07 L. POLE {'� :Addendum 2 f.` 12" PVC OUT S.W., RAILROAD SPIKE W 2. 27 July 200:1 • , +, , RIM EL. = 209.52 F L EL.= 206.2.4 EL.= 215.80 `` '^ ,� u ,t; ,' ,•r � 1 ';; I.E. EL.= 206.17 IN W., IN N.E., ISE. EL.= 207.25 - FOUND 5/8" I.R. W/ALUM 3. I August 2000 0 PVC IN E.12 PVC IN N., 12 PVC IN N. CATCH BASiN CAP 'DEHAA, & ASSOC. IN: ' " " S Addenda 3 1 I.E. EL.= 206.17 12" PVC OUT S.W. RIM EL.= 228.38 �� 4. 6 September £' 12" CONC, OUT S. I.E. EL.= 226.40 r Plan check Que.stio n, RIM L.= 30.91) 4t'i � r„� �' '♦� '� 9�r j 12" ADS OUT E. SANITARY SEWER MANHOLE UO �. 12 September, 20 F/ L EL = 226. ril 1, a n 4 3 5.Y k a + b• ,+ � �i ,x Existing Conditions Plan 8'' PVC ;UT S On going ' 1"=20'-0" FOUND 5/8 I.R. W/ALUM. +¢. CAP 'DEHAAS & ASSOC.ASSOCINC. N THESE 1RAWINGS ARE THE PROPER'♦ ;)F O MILORE i DESIGN GROUP, P C. AND ARE 401 To EEE USED OR REPRODUCED It. ANY 0 10' 20' 40' 80' FOUND 3 1/2" BRASS CAP �' MANNE; EXCEPT WITH THE PRIOR WRITTEN •� AT S.E: CORNER OF THE \~ PERMISAON OF M110REN DESIGN GROUP, PC i' W.M. GRAHAM D.L.C. -�- DatT 11) A u�t zoo(i 1), 1 I h. ( he:E ed h\ r or c1.1 BK AE11 J,4, ^lumber. 99095 1M 72nd Ave 17575 Sheet of: ' 1.1 • E SUP2' '00268 19 of Construction Set A1 . 1 r>t .1pX O 17 a IO ZO 2 22 23 24 Zd ZO 27 Ze ZO 30 Ip I II IZ 13 14 .i � tea:n' z r _. ,>;�� '• �'.• .. .. � l A:: • `Y� r • r 1 ... RII! !111 - - Q ; r :4r Keynotes __ 1. (5) ACCESSIBLE PARKING SPACES, RAMP, SIGNAGE AND ACCESS AISLE 2. (1) VAN ACCESSIBLE PARKING SPACE, RAMP, SIGNAGE AND MILDREm DESIGN GROUP, P.C. ACCESS AISLE AKClHIWI'LRE • SPACF. PLANNING - - - 3. (9) CARPOOL/VANPOOL SPACE WITH 6" HIGH PAVEMENT PAINT LETTERING "CARPo01 " I IE30 SW Kerr Parkwa>,Suite 325 4. (2) LOADING SPACES WITH 6" HIGH PAVEMENT PAINT LETTERING Like Oso%ego,Oregon 97035 "LOADING SPACE" (503)244-0552 5. (21 TOTAL) BICYCLE PARKING SPACES - SEE DLTAIL 1/AI.2 4 00 I O 6. 5'-0" CONCRETE SIDEWALK 7. 7'-0" CONCRETE SIDEWALK 8. BUILDING ORIENTED PARALLEL TO EAST PROPERTY LINE 9. CONCRETE PAD FOR ELECTRICAL VAULT VERIFY SIZE _ s3'-o" s'-o" 5a'-o" s'-o" 72'-0" :s' °rb' 10.RETAINING WALL - SEE CIVIL AND STRUCTURAL (7) SPACES AT 9'-0" (6) SPACES AT 9'-0" o ('8) SQACES AT W-0" - - -- 11. MIXED SOLID WASTE AND RECYCLABLE STORAGE, 193.2 SF MIN 6'-3" 6'-3" 26 0"•' b-3" r ae'-o" 40'-0" N ae'-a" — 26'-0"0 I 12.CAST IN PLACE CURB (6) sPAces AT 8'-0" (5) SPACES AT 8'-0" (6) SPACES AT 8'-0" 12 15 13. EXTRUDED CURB, TYPICAL EXCEPT WHERE SHOWN 16 TYP 14,MONOLITHIC CURB "ft"'°j mom I ""°° y"""' 15.CLEAR VISION AREA TO BE MAINTAINED BETWEEN 3'-0" AND 8'-0" IN HEIGHT _ o I 7 0 I _ 16. COMPACT PARKING SPACE WITH 6" HIGH PAVEMENT PAINT A1.3 0 - — — — — — _ _ Q LETTERING "COMPACT" TYP. `' — — — - 00 ,� Com•I CO~ �..� 0 < 3913 - -------------- ------- '^ -- 13 _ - 7 I q I OMAN IZ ...4 oi 14 TYP. o - 23'-0" I _ 17'-0j.. a /' A - -- I 8 I C� (' " A V 9 L ry 54'-0" 6'-1p�" � 54'-0" N 17'-Oj�,. -- 6) SPACES AT 9'-0" (6) SPACES A7 9'-0" � Oc 8 I I f VVV••• I � Ala YP. -I 5 I RIBBON STYLE PIPE RACK _ SEE SITE PLAN FOR NUMBER 1 OF SPACES ! 43'-5 0 - - FINISH CONCRETE TO MATCH _II 3 o I ADJACENT WALK 7 A1.3 244'-0" • A1.3 Proposed Building — I 22,900 S.F. EACH FLOOR > Q I t 45,800 S.F. TOTAL o Q I O,�Iler: I Iq 5? z1 Pacific NW I N Properties r i 2 7 1 1 I ' CONCRETE WALK - SEE SITE PLAN I, Z j 6"o CONCRETE 1700TING -----___-- ----` 8 -- Ii J 99635.x'. Allen Bl d. Suite 115 7 1O o 10 \� Bea\erton•Oregon 97005 . 20'-0. U 11�'• F ( \ �, 10 _�• o I A1.3 -41 Bicycle Rack 0 I I , Project: ` � I G"�, , 15Ei 72nd Avenue 23'-0" 17'-6" - 0 72'-0 54'-0" 9 SPACES AT 9-0 72'-0' 0 17'-6" Of f o \ -6" 6 SPACES AT 9-0 _6 8 SPACES AT 9-0 0 1Ce I 15'-6" �N 3 ---------------- o ---I 3 14 o a - _ I e 11" - - N a 16 48'-0" 40'-0" 48'-0" ^ w 15•-6" 1 1_ Building TYP. (6) SPACES AT 8'-0" (5) SPACES AT 8'-0" (6) SPACES AT 8'-0" rya - an y - .>..� � � �I � 13535 5.1'1•. 72nd .•�%enue i I I ,�..�I,'MOS j j 'I-Igard,Oree,in 5 A1.3 M — — — — — — — — o — — 7 13 10 I � � 11 r I oawer mNra eowe+ e.r"X cows mwa o 26'-0" , 1$'-6" Sheet 'I'Itlt•: 1 1 1 2 '-0" 48'-0" 40'-0" 48'-0" 24'-0" rn (6) SPACES AT 8'-0" '-3" (5) SPACES AT 8'-0" (6) SPACES A7 8'-U" -3^ o 1� Site Plan ry l 12 121 , ^ u ry 8_ - 23'-0" 15'- 81'-0" 9'-6" 30'-0" 9'-6c' 1T (10) SPACES AT 9'-0" (9) SPACES qT 9'-0" ,p --- o 6) c o co 1 - n —ft — r 15 5 5 oi4*— Cherry Street 6 I 15 I I. 21 Jule 2000 Addendum I r�, :�{ 1 �, •"1 2. 2T Jule 2000 Ad 1 \Ium ugwit22000 Addenda 3 4. 6 SeptC'llll><'I o Plall Check Q11u,11olh 5 12.September, '2000 Oil going Site Plan 1"-20'-0" • THESE DRAWINGS ARE THE PROPERTY OF MILDREN OFSIGN GROUP, P C. AND ARE 0 10' 20' 40' 80' NOT 10 PE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DF510N GRa,P, P C h I)atc: 16 ,•\gust 200 • Dim n b\ l br•c Rud II\ LT BK ��LN11 Job Number 99095 ?Ind.Ave.131118 Sheet of: ;�� , R � duat0004loae to of so Construction Set A 1 .2 M 7 -.'^ '..'^• .".'.�,i? , r, .t. .; r. ;;.,i.. ......•. '. ,'. : -. 11 . , r .,. ;,, r:..,, .,,.. •.,; :. .. ,. ,. , '- llO�r�l'Y�T1Ar d I I II I Bull n I In i ulu I ulnu n II 1 I Ilu I I nli I I lil un unlnn uulun nulnu unl I nolo 1 lil t t em l 1 l b to I1 1 Is Ila Ih I I Ile Ill Ile Ila ao all ala ala as ale ale I a� Rime ala l slo 1O0il"I aII t +�Y�/�M11Mr,H�M .. r .. `w•r WfI�Ry>� I,r�11� } t • t. 9'-O" 14'-10f 9'-0" 6'-0" 9'-0" 6'-0" 9'-0" 10 10 ---------- 2 SEE SITE PLAN__...____ -- Keynotes TOOLED -.-- - 1J¢" STEEL TROWELED / \ f TYP. 9 g EDGE r f" 1;6" 1. a 2>< EDGE, TYPICAL 2. LANDSCAPE PE ISAND PARKING TYPICAL r CROSS SLOPE 4" CONCRETE SLAB 2 - - - -- - -- - ` JOINTS _ - -- �� - _ =r1r�: WITH CONTROL 3 ACCESSIBLE SIDEWALK RAMPMILnREN DFSIGN GROUP,PC I' ;v - l 7'-0" 6'-11" AT 5'-0" O.C. 4. 2'-0' PARKING OVERHANG , _ - - `� 7 i)" ARC7i1TECTURF SIA(' ILANIAING / - - 5. ACCESSIBLE PARKING SIGNAGE TYPICAL 7 I I r w I I It I / 1- -� � L11 �- 4 CRUSHED RUCK 6. 7'-0" CONCRETE SIDEWALK 11830 SW Kerr F'ark\�a\, Suite 320 1.3 / � -III- -- � � BASE lake Oswego,Oregon 97035 ' 7. PARKING TYPICAL 1503!244-0552 TYP. I I I I I I ( L ___.___-__- _ -t � - _ SECTION 8. LANDSCAPE AREA 9. CONCRETE STAIR - BROOM FINISH 10. CONCRETE RETAINING WALL 6 L- 4- _I _ I - - - - - L -J _ _ - - I t ��- :i I I T T - I - I ti{i � � � � I p. - I I 21'-21" (4) EQUAL PACE i - �� , _3�'-2� (5) EQUAL SPACE I 8 � •-� �---- -t----� I � A1.3 I A1.3 4 I S T YP. - I / _ RPOOL - ---- CARPO( A 4 2 2 - PLAN `C OOLEDL JOINTS fin, -• ( ) LLQ _'• T7 l� 5'-0" O.C. �G JOIN T NOTE: CONCRETE SHALL BE 3000 �- ATP20S101" 0.C. c!� • South Entry Plan 2 Enlar ed Sou PSI AT 28 DAYS. 6 SACK A1,3 1/8"=1'-0" MIX, SLUMP: 1 1/2" TO 3" -EDD STEEL TROWELED OF EDGE, TYPICAL Enlarged North Entr Plan3 ica i ewa _ - A1.3 1/8"=,'-0" TY�LCet A G£ SI�L� LqC�1T10N5 NOTES:' WX15AIno cole -- A A 1. ALL ACCESSIBLE STRIPING • AND SIGNAGE TO COMPLY WITH ORDINANCE ORS 447.233. „ 4" PAINT STRIPES j 2. ACCESSIBLE SIGN TO BE % , r � . - -.090" ALUMINUM SIGN PLATE AT 2'-0" O.C. TYPICAL I' ,' MOUNTED TO SIDE FOR BLUE REFLECTIVE SHEETING VAN ACCESS LOCATIONS " - T" HIGH WHITE REFLECTIVE AND MAY BE CENTERED LETTERS AND BORDER, BAKED FOR STANDARD ACCESSIBLE - a ENAMEL SPACES. --HANDICAP SYMBOL WHITE 3. WHITE STRIPING PREFERRED ,,.� DISAINGRM ER T ONLY BLUE BACKGROUND AND BLUE '^''r �-_ MATORS SIMcTio WITH BLUE BACKGROUND f-°-� -�-� PAINTED.CURB OP )NAL TOW UNDER 0 ACCESSIBLE SYMBOL, OL620 NE LP TO t.' STATE LAW I - ORS dL6'5 `n PAINTED PER ".r - --- ------ LANDSCAPE ISLAND t eve �30' TYP. - 4" PAINT STRIPE VAN-ACOESMI VAN ACCESSIBLE SIGN WHERE 7" -3 1/2" t CONCRETE WALK FLUSH REQUIRED SIGNAGEWITH ASPHALT '� _---_ _ - c Pacific N SSIBLE STOP CURB A7 END OF SEEACCEDETAIL 51A1.3 I o ` - _ �- ACCESSIBLE RAMP GALVANIZED STEEL POS' r Propel�t les TRASH ENCLOSURE WALL REQUIREMENTS - I to WITH DETECTABLE WARNING _ -- ( - - - -r-.-r -- - - - -- -- - - - - - - - -r --r- - - - , PER STATE -- ---- - I I I I tl I -- -� I - - - - 05 Z �- B aJr,11'. .allen(Bh d1Sultr 1 15 7105' � � + e rton.Oregon 971, CN '1.• 11 L -5}¢"11$61'Q ii TE TILTUP A1.3 I PANEL TYPICAL 4 Typical Accessible ParkingStall Accessible Parking Signage s International Accessible Symbol ----------- 1/4"= ymbol _ _ - �r,,,rct ,/4"=,'-o" 1.3 ,,,_,'-o~ T"=i'-D" 72nd Avenue 1584 1583 1'3 '582 _.. Of ice I 6" CONCRETE SLAB _ WITH HEAVY BROOM FINISH Building I + �I 13535 S.�1. 72nd A%enue Or n I I � -- Tigard. reg; " E SEE SITE cLal� '� - �! E� 'ANS;ON <'�C�-ORS 2"0 PIPE SLEEVE IN ASPHALT, � I--- -- TOP TO BE FLUSH WITH ASPHALT 6"MIN. 6" TOOLED JOINT I 1'-0"MAX. 1" RADIUS - � SEE CIVIL FOR PAVING SECTION �I 4" CONCRETE WALK AND BASE COURSE 2X SLOPE I I - - - � u _ J• - - 2" SAND OR Ali"-0" - #4 a '6 _I -• sheet 11t1e I _: . COARSE AGGREGATE VER- tiAR� I I SLOPE TO I - - 7 Illi ,Llll� � EI1lal' eC� EIlt1�v I DRAIN J�:1'-0" r,l - r Y. CAST IN PLACE CURB - - t . r-007:NG- c c' Plaza and I I AND SIDEWALK w -a cti PAVING SECTION I I NOTE: Site Detail I I I • CONCRETE TO HAVE STRENGTH OF 3,000 PSI 1N 28 DAYS, 2 TO 4" SLUMP I I . PROVIDE EXPANSION JOINTS 0 20'-0" O.C. ALIGN CURB AND WALK JOINTS. --- !�4 x 12 L -0 I I . PROVIDE CONTROL JOINTS 1N WALK ® 5'-0" O.C. AT 48" U/C --- 6" ^NCRE-E SLAB WITH #4 A- 24" 0 'C EACH WAY Extruded Curb Section s Monolithic Curb and Sidewalk T'S`gB r- � 15A4 314"=1'-0" ��- � - CONCRETE FOOTING CAS` I I 15A5 \ AROUND TEMPORARYE "LAN F007.NG - SEE ?LAN I--- --J ---- ----- _ - (3) #4 CONT. THROUGH I I 2'-3" W. x 1'-0" D. X CONT. I CONCRETE FOOTING rEtirFLiRARY FOOTING -REVEAL TYPICAL Re\I-nrll I I I I -- _ - - --- - #4 AT 2'-8" O/C MASER NALCO INDUSTRIAL ` '` I. 21 Jul) 2000 LATCH ASSEMBLY WITH DROP addendum 1 I I t'-0" x 2'-3" � ROD ONCRETc, PAINTED � � TRANSVERSE I �' 2. 21 J u l� 2000 ndum 2 I I TEMPORARY FOOTING, T -1- 3. ,dld�August 2000 9 Tiltu of TrP sh Enclosure Addenda 3 �- - VINYL SLATS WITH i; 3/4"- EACH END AND MID-POINT OF PANEL 1.3 -, 0" L 6 X 6 X "X 1'-0" 9A5A 4. 6 Sep check T ue 4 , I WITH (4) 3/4 # EXPANSION (2) GALVANIZED L3 X 2 X flan check niber, 0 X 4", ONE EACH SIDE ci. IZ 5eNlember, 'Z000 Z ANCHORS p „ On going t z > I OF TS, W;TI1 0 X 3 9(e - -- CONCRETE EXTRUDE MIN. EMBED SUP-R-STUD o r I CURB TYPICAL I - i O N THESE DRAWINGS ARE THE PROPER'r Or 3/16 I ^la MILDREN DESIGN GROUP. P C. AND ARE GALV. TS 2 X 2 X k I� w NOT E 9E USED OR REPRODUCED IN ANY GRIND AWAY GALVANIZING _ _ __ _ - - __I AT SURFACES TO BE MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMIS%I0N Or MILDREN DESIGN GROUP, PC. _ - nate 16 Agust 2000 WELDED L. -- - - - -- - - -- -- i- --A - - . - --- „ [)rI ' nI ( heckeTihv: ;1h WEN 4„ N MASTER NALCO "BULLDOG" T/SLAB -_ • � 10'-0�� -. I,�II \urn x'I INDUSTRIAL HINGE TYPICAL 72nd.Ave.12626 Shen t 1 . �ua:oob-abttb 2106 eb ' 10 Trash Enclosure Plan r Trash Enclosure Cate to_Wall Panel 12 Trash Enclosure Elevation Construction Set A 1 .3 W.-PiSA �, 9A50 9A5C z 'r. ",:[i;,4 ,�'L.r: ,54� ,�•4i^4 t1 ,, .. .. L WlW T Cm �r 10 1'1 12 13EEL I 14 10 17 IS Ip Q11 >t2112� 24 I2� 2� 27 k H ry 10 ■IMI >I!0 1�. a Pw J , • y _::Y3iE.'✓SL.+�.•-_,'.2 i&:,^rn(w..,..r.i'a.. _•..�...,�.r.i.i�w:fi -' - .-�...iP..�_.�,....._ -.r Fl. 1 4 5 2 6 � I 2 A4.2 `�= 'T_ 244'-U" _ -- o - —---# MILDREN DESIGN GROUP,P.C. ---- 75'-O" 25'-0" 'S'-0' 29'-9 34'-5>ti" _ 29'-91" 2`'-0' _ _ [5 _ _�_ _ ARCFIrrFCTI A -6' 6'-0" 6'-6' 23'-91.. - - - ------ =8-5---------- - - ---- 2! -91 T_--* I1�Lak OheegPaOrrego 9703Suite 325 6' -- p - ---- -- --- --- , ego .Oregon 9 i 35 —4'-9 4'-111' ce" 18'-6}" lir. 7'-1 — - 3'-0' 4'-6" 3'-0" 5'-0" 5'-0" 5'-0" 1" - 1503, 244-(--)552 2'_0" 3-0 2 -0- 2'-0" t -'1 3 3__;;., 3.-U., i 3_-0" j. `L. A 2'_10" ,'_1' 4 I I 10 � i '�--. 10 I i EN TR 1 _ 100 --- - \ I 1 2 0 10 I 10 1 I 200 n o I � 1III v 1 — —6= mu I — — —— ————— - -- --!—� 1 i , l , - ' I " mojfl I ,D, c� I ra : o ° 1 1 6 I SPACE I I A 4.3 1 102 ; ,� S11M. OPP.I i I OF 2 3;. ,�.,. ;a" 33'-100 I 14'-tt1„o -2�.. of A _ ! « - 19'-01.. 14,. 10„ I R -- -- - - - - - I - 16'-21': -- --; ---�- 2.4. Q 5 I i STAIR 213 20E - C c _ ------ -91 ---- - ---- -— ----T - _ -,•” - r -- I - - ---- - - •-- - - -- -- -�� T 5 I I +03 ,-- iv -- 111, 7 RM.10 I 108 I I FE t5v5 - I FE R gal 0 I 1 I ( I 5.h N I i I ' FEr4n 'I 0 0 0 o I a I NMEN o o In o ' 1 k '_i* +'-1�:, o f 1 11 111 A IT R I R I 8 1 o+ K, I 3 --- 114 8 CORRIPORI I 1 ( 8 - 1 4 ® 8 I 103 I 1 'a iry A4'1 ! :t _ _ �- -- - - -- - --- -- -- -- - ---- - - -- ------------------------ --� 9 I - - - \ — 11 \ 10 5 I 10,5 MACHINE ROOM 1 O,.%ner - _ 5 1 2c • i 1 R Pacific ti NV ° l 105 _ •I -- - - 1 ropert ies B �♦ 8 NI -------- ------- -i- - ---- -- --------� --- , B _ _ . I I 116 I 102A 9965 S kV Alle: Bled :,_xt : I" .. w o I Bear ert�_'n.Ore'a n 97:� , I I Its . 5 ` i 2'-10" _0 Prr�tect - --- `° I 6 _�1 I 6'_6» r - — 3 3'-0" - - - - --- - 1. - - --- - 3 72nd Avenue t izi 77 CF 10 10 I Of f ice 10 - - - - - BUildiIIc, v I i � 110 I I ue� I I I I 1 1 I �. I 13535 � �� 72nd .��enue Tigard. Ormm 23'-91.. \= }\ }� "----- �4�si=----- a - - �- 23' 1" 3 C A4.2 Sheet Title }� First Floor Plan Dimension Notes 0 First A. DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOaz-- c•,: ;ti"��: ; r ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 WALL UNLESS NOTED OTHERWISE. Floor Plan ALL INTERIOR WAILS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 B. FACE/CONCRETE C. GRID LINE D. CENTER OF MULLION 0 4' 8' 16' 32' Wall Legend NON-RATED WALL ' 1-HOUR RATED WALL Keynotes I. CO,.'rRETE TILT-UP TYPICAL, PAINTED P-1 AND P-2 ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING TYPICAL Re"`' II 3. RAIN DRAIN - SEE PLUMBING PLAN I. �I Jul.. 21II)i) 4. CANOPY ABOVE Ndderidum 1 5. MAILBOXES 2. 27 JL:1'. 21,1)0) 5 5 6. LINE OF FLOOR ABOVE Addendurn 2 7. OUTLINE OF MECHANICAL SHAFT ABOVE 3. 1 August 2000 S. FIRE EXTINGUISHER CABINET Addenda 3 9. BUILDING DIRECTORY ,:� �I ," �d ,d uh �, ,�,,. �., .',I �:I,^I• f N�R�rE wei I PaNF1 .intrvT 4. f, c1leck e c .t..,-,>•, Plan chrc 3 h ue�tluns ,{ 11. ALIGN FACE OF FINISH FACE OF' WALT L�WITI'�� OPENING OF CONCRETE PANEL S. 12 SeptenitKr. 2000 On gurrtg 4'-11i" 21" 18'-6}" 2r 7'-111" 7- 9'-2j" r -10 2' THESE DRAMINGS ARE tHE PROPERTY Cir 7 ' / \ MIIDREN DESIGN OROIJP, 0 C. AND ARE NOT t0 BE USED DII REPRODUCED IN ANY TYR UNo \ \ WANi�R, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF YILDREN DESIGN G-%P. P C ? i QD \ Date 16 Agust 2000 FYI _ N rd n I, Checked.F a 111» — s._o.. ,L. .11.. 1-,Ih L'h ��- E. 1 R Job Number 119095 r — ai � � 4._ai.. t find.Aw.13bl6 is dualoao•ooin Sheet N Q nir Dimensions at North Entry 0 1 1!0+ � Construction Set • • r j �" ��` ' 1' a I�"` ' u. `' tvtr `} Cti�•�.:i 1 ' F. TT d'k. yrh� rt4! I •1' • yt Ip w,M 10 It IS 13 14 I IA 1 I� 21 23 24 25 2e 27 20 00 I„ � 2 22 T w - 2' +' .1. Wii a'L 7 .1, h a , i . r * I 3 • f { { WI as n 4 2 � �, 1 I �) p TYP. THIS + A4.2 TYP. THIS ( � STRING UNO Y � D Y I 8 C TYPICAL Y I STRING UNO I ,• X44 -0" _.__,_._F—. MILMN DESIGN GROUP, P.C. 75' 0" 94'-0' I R F r 25'-0" 25'-0' ��„ 34 5i., 29-9j' %5'-0" , _ _ ' —� G•_ yexiTlr , I'i n�.T. '_ -- — - - -- _ - - - -- _ `^ -- - - -- - --.. . -. 1 130 SIX herr Park%N a%. Suite 325 �------- gi 6'46'6„ 5'-0" °' 0" 5--0" 4'-qj" 4'-11j" 4'-101' 4'-10j" 4'-1 4'-11j" ?-' lake O`03g244rreF,n 9iu35 —L2 -0" Z552 '-p" - c'-p" j \. 3'-0" �� 3'_0" I ' B 8 T YP. T y� 2 TYPICAL ` 0 6 I 6 T YP. -- --- - - _,1' 1 1 _I, -- I �_-�6> / `✓ �J - --- -- - I 0 �•� a._ai.. I -- - - � I G ODe o SPACEi --•- A4.3 6SPACE 207 - 207 • -y'�� '' • OF „ I ' BALCQUY —� - A ` 1 t 201 I STAIR - 2.4. 213 I I I 20 (207A 7 =,R I r - 6 I l I �I I — "ti H H I _ 1--- 202 5 I til H. HA /I o-r a_�12 I I 2to los / RM. I I 2'"�5III I III H ( I I • c�' I — I I G - - 107 -4 -- - - - ---- --- - - + ..--- oo G o 1 E 2t J ( : I I W Q' N MEN - 20J I i 206 FES 3 l 5 1 l I 2,0 209 I I RRI R 5 i in A4.1 211 T I I 204 ` - ' jI I --- -- - - -- - - - - - - ------- ------� 6 I I , I I SIM. oG = Pac if lc N Nt Propert ie / ' ——————— — ————— — — — — — — —— —— — — —— — — —— ——— ———— —- - Z4 ' `O �/ " PA \C �llei: B!t,!. j,-;itc !1' �0 207 - - ol I I =o Qi I -- - -• fjrs.ret' ! . Orr,r;li y, :,r;- G I = I i tp I I I I I C ' I I I'1 ! - I 3 ----- -� ---- -------------- - - .T - - 2nd .-V-enue -- -- -- --- o I p r YP. THISI — 6 - - - - TRMG LINO - -- �_ \ �� l Off Ice 4�'ob" a - cj" 4'-10j' 13Lllldlil�? I 6 1 —11- 1'-11" I 6 TR B s N Y - - -_ 23'-9j" / C 2.4. zheo 1.tk Second floor flan _ Dimension Notes a Second A. DIMENSIONS ARE 70 Fi � OF GYPSUM BOARD c _ Fl(o Plan ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 WALL UNLESS NOTED C--� ALL Ii�TERIOR WALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 B. r-ACE/CONCRETE C. GRID LINE D. CENTER OF MULLION 0 4' 8' 16' 32' -• Keynotes C�--_--� Wall Legend 1. CONCRETE 71L7-UP TYPICAL, PAINTED P-1 AND P-2 I— NON-RATED WALL 2. ALUMINUM STOREFRON7 WITH 1" INSULATED GLAZING 'Y°ICAL 3. RAIN DR,.IN - SEE PLUMBING PLAN 4. CANOPY BELOW 1-HOUR RATED WALL 5. FIRE EVIINGUISHER CABINET 6. CONCRETE WALL PANEL JOINT Rei rr?n�: !. 21 J u h 2000 :addendum 1 2, 27 Jul•, 2000 Addendum 2 3. I Augut 20t}n addenda 3 4. G September ' Plan check Quotvins 5. 12 September, 2000 On going G' *HESE '4tAMNGS APF '«E PO?PE4" V WILDREh DESIGN GRl'V'. F C. +4C AR( N0' *C 9E )SF[ 7t I?PRO�uCED :4 AN- m~st, EVCEp, M'- •�F MCA AID •1.4 Pt RWISSIi.^ ir Wi."QfN "•F Slry" „Rit'4 p Date ! "I�Jh B k k i•. I i� A ,Irlh Number 99t1�15 h° ttnd.Ave 13535 ShPel f)�'; N sup2000. "s 17„r 11e s Co��struction Set A2. 1 .2 t �' pS�l� 1✓ �rt` r '� q ° " ' "" •,,, w"". .x r<r,".4^[Va'. .<.-..... .. ..,: -,,.. -.,,.rr.. ::r„� y __ •""Irtll"IIW'YYIYII[ 1 . HIUI 'I I IitII!I1 IYnII III.III11111111 cY s Y m IO vll-77 77 tI IIO 1 I! �J le 1 1!I O I �$ 24 25 2�0 27 I ,.I " «3� 71 t a �'" t ✓tic y1 i .. _.._. 'J,yn I ,� `!fR^h .I•. Y t , �. t a - Z" " Mr ��;tjYrif xI I N t 6 .r r t ,1- - . .. ,,._.-. , ,., . .:.. -. .. _ .. '.. M1^e+tifMMIN 4,�•r•Y�•e•rtygtgn ,... _. .... .. -. '� .. b ..„•'ark.._ -- ,w-.'::..sa .TyuMYrt .., '. .. -,.::x''", `r. - ;h' t !; v or r` A f 1 � 47 ) � ) "' 244 -0 _ — --._ --,_--- -___------ —__.—.__.---------------Y MILDREN DESIGN GROUP, P.C. - nRtT 29'-9di4'-q129'-9f25'-0" 25'-0" '31) 511' Kerr Park�km. Suite 325 Lake Oswego.Oregon 9 i u35 503 244-0352 I i I 1 ( 4 I ✓' t , it - / A5.2 • Or/x q OF 22'-7" Y wITH MECH.� --- i ( I 2.2 --- - - -- - - - -- � —,— -- - --- -- – _ i 3 I , - - 2.2. - ' 2 I O O ` SIMILA A5.2 --- 8 SIMILAR 9 10 5 - -r- - - 0 A5.2 TYPICAL ` e 3 ; TYPICAL �� Pacific Pi peg TYPICAL TYPICAL i Bea... . Oreg,:,n '. I o i 8 r•-12nd Avenue A5.2 Office c — — — — -fi- — -- _ _ - . . • ; Building ',k 72 nd . enur ' s A5.2 1 4 _ard. Orevn Roof Plan Dimension Notes . DIMENSIONS ARE r:ti:S� `rzH 0. v`' M ECA-7C� AND :N'ER:O� ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 WALL UNLESS NC'_,: ,:SE. ALL INTERIOR IAALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 B. FACE/CONCRETE C. GRID LINE p D. CENTER OF ML__!C% Roof 0 4' 8' 16' 32' Plan Wall Legend Keynotes ;jIELD 4 NON-RATED WALL 1. ROOF DRAINS 2. ROOF HATCH t ® 1-HOUR RATED WALL .'!. BUiLT UP ROOFING SYSTEM WITH MINERAL CAP SHEE EPIC. 4. BUILT UP ROOFING SYSTEM WITH ROCK BAL.LAS-' 5. 2'-0" x 2'-0" ROOF TRAr*FIC PAD 2 --- — 1'- --- — 6. RIDGE LINE 2.2• / i PRIMARY R00 - LAP DRAIN ASSEM�LY I 9. MECHANICAL DUNIT NCONCRETELCURB EL 3'-0" x 5'-0"I SUMP, SLOPE I 10, MECHANICAL UNIT - SEE MECHANICAL PLAN Re%iin, ---� -- — -- — —L TO GRAIN i 1. 21 Jul. ' I I LEAD PAN i :�ddendUnll 2. 27 Jul-, 201.1,., I I `—LINE OF LEAD PAN Addendum 2 r, ti j..:; 1.S I / BUILT-UP F40OF ON h- PROTECTIONYT ;3 I aU4U�t 2l'i10 4i fi . s ROOF SLgPE I I ROOF SLOPE BOARD :�l RIGID INSULATION Arl&nda 3 4. 6 September Plan check QueAhons I SECONDARY DRAIN I I 5. 12 September', 2000 !fin g�rlrlg '-0" x 4'-0" x 4' DEEP K _._�_ p SUMP. SLOPE TO DRAIN 'HESE DRAWINGS ARE 'HE PROPEP'. Y ,r.,DREW DESIGN ;RCVO P Z. AND AR! •� r I RIMARY DRAIN AE ,Sr^ OR REPRODUCED IN �h• - 4UINEP. E■CEP' MI'- 'HE PRIOR 40"EN 0h IPC ,.1-. ---_---__-- -- N---6UILDPjG COLUMN BELOW METAI DECK Date y �E I SI¢L t ?'Irl1 \ \� ROOF SUMP RECEIVER I)r i r h• l het l ed b 'IA 1tiE�1 2'-6" ?'-6' UNDERNECK CLAMP — - — ..b b N1,11ItR I '19095 "• • - hee f f �tnA 'vc 17578 � 1 n N 2a PF 1WS 2 P_rimar Roof Drain A 2.2. 1 e� -0 3` 1'-0 -�.� ,,•;��: h. 1.r.. ,�, 2 12c2a Construction Set �. R Cm 1 t I I I n 1 nnlnn n I Ilul uulnn ' ' 1 1 I 1 i l I I I 11 I I 1111 11 III 1 cm 10 11 12 19 14 le I le IO O 1 91! >�3 4 : � � >:IO SIO • .. 1 `d } �'1,PF,�, } 1.y } r w a I rl�>lCI 2" - - -4•,.*'•may' .. �!d"r•.,,MM•TV"r^«.rw,.aw.,,«,p..,,,"....-w..,.++q'+.».NWr•ern.'rtrw•rr+�..�R.►.Ma++w .. 4 • s .'6 1 2 3 ( 4 5 2 6 (7) ( 8 ) lg � ( 0) A4.2 244'-0" --- - --- - -- - MILDREN DESIGN GROUP P.C. 7S'-0" -- -- - 94,-0" _ _ 75'-0" r 25'-0" 35'-0" 25'-0" 29'-9f ---- --�;"------------------ 29'-9a --- - ---- --- 1` - [ 5 L t r 34' 25' G" _0., L�, r, --- n C Ctl a• t,A h�A�T'[t�C' • - --- - - - — 11830 SW Kerr Park��a�••Suite '325 oe— - -- - - -- - --- Lake Oswego,Oregon 97035 15031244-0552 3 A4.1 l `'+;.a(fij N. �,. t,T•1 ..,.� -.•!�i4''Sw�th� :.n - -- - - 200 _ - LOBBY -- - - - - _. - - ._. 101 I I - i P 02 .. O i 2.4. O66] [ ---- — `- — — 1 I - - - - lip 1* :-;*.*-,--, i , ILL LIT RM. I I .- y, -- -- '-- - ; �+r'cJ n;+r a,. ` ~� ♦• .: � ?:, 107 v •` 2 l I] -- / tet ,�' - ry t_+, `5 Ja 'i,,( � •'i;•- i� ;�.�:-:'! ?� _- O I �. I --- - __ \moi � :J: ;;;y - I Y n_,• y+ 'J.,a i d.�'�, Q I I i 0 0 0 n ly^3 O 1 I \ —— —— —— - — —— —— - —— —— — —— —— — •., t{9'rT' 4`r,F. \ J ' Y •Sr •L?r~^ , t "p,1 •tip•:a.'I t.` .w I I ' 4 Q .?V •IL NY fir ,» ",a•'< g I 4 — C1 1 �� ( E I — - - - - - -- -- - - - - - ,, r,,,4• ,.�. cl til I ti\•:.�..y..: +3i`�r`- _ Propert ie a l I } - - R I 1i I I t - I r r I IT I � •_+. , .�• . 965 5.11'. .�I len B �d. 5u r I I". I tt Bear ertt�n. Ore¢t.r I B j,_105 I I +-F I I I - - -- - - I Y� 4 e • rs, II f • 4t 1 i rF r` i • 1 Mr { • I 244' MILI)Rr.N DESIGN GROUP, P.C. 'F _ - - - Z5'-0' I 25'-0" _ _ 29 -9�,. 3a'-1'• 29'-yi,. -- --- --�•- ��'-C" ^---- •F, --------:--------- ,__._.-._-----------* ARU�rtrrrc-rtRe - ---- _-__ �_- _� .__.._. _ _- r- `----------- 11;1,30 SW herr Par},••,a%.Suite 325 Lake 0�%�egl Oregon 97035 503 244-"1532 /�--------�•-- - - ----- -------------�---------�\ . 1 t I � I )41 A I I V { . t _ •i c: -u LA 1 _- - - -+ f _ I - - - - I - - O O O0 0 .111�) Q I I rim -} Tr i_rT I — *- A - I 9 t I A A 1 �O O O O07 • I OFA. - - - - - - -- a 13 tj -- -- - � I I — I i t I I�1 - HCHASE � I • � � -- ._ �- - - ��. __ - - I o .o,- 20.3 � - -- - J r a _ rn for Ci I A4.1 � 11 .• r � f 1 - _ _ �-4 T 4-T- I- I j - -- - - t - - - Ji—i-d . . . . . . . . •.enc: I :O J1 �\ w2 4,y O , i - -- - , Tr- r -` - _ J Pac if ic -NNN t - - -- - . . . .- . . . . . . . . . . 1 I1 I J Propert les MTI I - Bea,c''• , ; .._ r I I o I r B. ___J -d— -I--—-4+- I t . . . . . . . . . . . . . . . I Pmlec' +dEll PL" I T - -- - - - - - - - -- - J r. . . . . . . . . . . . . . . ' Avenue F — Of f ice CG 00 — — — I I ----- - lSUlldlnQ ' I 110 i 1 I 1 I <7? �� r_nd A-,enue l I Tigard. Oregon \ - - - - --- -\ C A4.2 _ sheet Titlr _ Second Floor Reflected Ceiling Plan Dimension Notes Second Floor 1%"=1'_0" A. DIMENSIONS ARE F:`.: =aCr C,- ALL F ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE — SEE SHEET A5.1 WALL UNLESS NOTED C --==1',:�= Ref lected ALL INTERIOR WALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 B. FACE/CONCRETE C. GRID LINE Ceiling D. CENTER OF MULLION Plan 0 4' 8' 16' 32' Wall Legend Keynotes O NON—RATED WALL • :;4'+ 1. SUSPENDED ACOUSTIC TILE CEILING ;I' 1-HOUR RATED WALL 2. GYPSUM BOARD SOFFIT A' 8'-6" AF= '�ICAL 3. GYPSUM BOARD CEILING .o' 8'-6" ATF 4, GYPSUM BOARD CEILING AT 9'-0" AFF Re,IiLn> .:• 0 5. GYPSUM BOARD CEILING AT 9'-6" AFF I 21 Jul•, 2rl,,l-, ;I 6. GYPSUM BOARD CEILING, HEIGHT VARIES �r 2 �d2e1Ju1��2000� n rrtt t i 1 y, 4 t 1,1 7. PAINT BOTTOM OF STRUCTURE t 1 tl y S. 2'-0" x 2'-0" ACCESS PANEL IN CEILING addendum 2 y, p V�f�Ir�rW4i � l i l Q✓ 1 a� rtJ�l� i .r ux Y {.;CUJH i1 iL�4r. is�'r�f.>•h<It rJl. a k7° " 1 t 9. 2'-0" x 2'-0" RATED ACCESS PANEL IN WALL, LOCATE ABOVE CEILING 3. I August 2!00 10. CENTER ALL MECHANICAL AND ELECTRICAL ITEMS IN COFFERED addenda 3 ' ''kzt'I"`•c �,��5ti a�" ' „� AREAS 4 6September t1 BO rTOM OF STRUCTURE (NO PAINT) _ Questions Plan September. 2000 Cyt i u 1 , kr > t .a ��r r y I r: �x�•� On g,-�lilg r ,a i f•rv14' '4A 'MESE pRAIYINGS WE 'wE PpOREN'r :f PERMISSION or MI-UpEh :+_SICK AO•,r. P M0* % DESIGN MC4 v0' TC BE SED OR REPROOuCFC IN AN, MANNER. EICE9? NMT•' '"E PRIM IYRI"Eh i Date. 16 .>gti•t '�111 N I Dra'.oi t', (11ec*ol b, +'�', a, I iF 11•E�1 otj !'Number 94095 s ?2nd Ave gels Sheet Ylf , BUpt000•ooze" .e t of 66 h Construction Set A J �TII� CRl i1111111111 11111111111111111I ;i I I I I n I m lull uli i +I I11 iii illi iii I i i 111ti i to else �o i r is is to ie i is iv i =: iQa • sta ze z� Q� zo 30 ww`._4�L. ! T too w x . VV r ., Keynotes A5.3 1. LINE OF BALCONY ABOVE -- 2, MAILBOXES - - -- - 3. MOP SINK1 - 4. LINE OF CANOPY ABOVE 4 /� t I'I _ ` \ �, MILDREN DESIGN GROUP, P.C. 5. 2'-7" x DOOR HEIGHT TEMPERED RELITE // 6. FIRE EXTINGUISHER CABINET ARCYtrrEC'lLRE • SPACF F't-A\hl'�G �� ' (D"T tooA 11530 SA' Kerr Park•t i%, Suite 325 7. RAIN DRAIN - SEE PLUMBING 8. MECHANICAL SHAFT ABOVE i/ / ENTRY Lake Os%%eg,,. Oreg+,n 97035 9. RAIN DRAIN IN CHASE - SEE PLUMBING / Ft 00J � �503 2444!552 10.CONCRETE COLUMN / t9 17 \ 11, BUILDING DIRECTORY A5.3 E �7 �--� '�� a5.3 � 13.AL1 N FINISHED FACE OF WALL WITH FACE OF 5 CONCRETE OPENING AT STOREFRONT SYSTEM _ --_••.- I � :�.. 1009 . I IR ,. ;, 7 - 1- --t - --I 1 • SIM. p,A 1� A5.' ' PA - I X00 Y �G SPAC".' 113 ^^ �I I1 OF V Y I 6 A5.3 5 v A5.3 2 _ A 4.1 A 5.1 -r `w 1 �. 0'+ner 3 .21'-3' �-� - - Pacific N'4' 4'-°"CLP, , -- - - Propert ies A5.3 A5.3 _ _ 4 5 i 213 a6.2 e e.. ' Q I �i UP 14 -�- 5 ` `* A5.3 _.__ _ - , All Bi',d Sue 113 � en it I � I I • ------ "_' = �T � B•_: • r+ n. Oregon 97�ii,�. 5 - I I tt48 114A 4 � - I � C. 1,5 A4.4 I 1 6 I v WOVEN - c7 d N A 4.4 l 112 'I 111 - , 3 A6.3 11 4C _r14 6 �I A6.3 12' t 7211d A\ enlle 1� _ 3 I a � �, 1 3 RI R -- n. 5 . ; - - Of f ice 6 \ 4 114 A5.1 A5.1 A5.1 - A4.tSIM. r - - -- t _VAC" NE ? Budditi� t I 106 +G `*. I - t SIM. 5 / JA A Enlar ed First Floor Plan - West Stair 05 1 sheet Title bbl-1 ° - _ - - ----- - - - I11arQe 5 4e -- `� F 1 I'st SIM• I R I R 0 4' 8' 16' 32' 109 , Floor Plans Wall Legend - o I NON-RATED WALL a Enlar ed First Floor Plan - Core - bbl-1 1 1-HOUR RATED WALL ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 0 4' 8' 16' 32' ALL INTERIOR WALLS P2 UNLESS NOTED OTHERWISE - SrE SHEET A5.1 Re\Ian tn- J _ 1 21 July 201-III --�-- Addendum I -- - --- - -- . _. _,_ 2 27 Juh 2011) - - ,09 - \ddendum 2 I 110A � ;� I August 20001 .addenda 3 4 6 Septemt>Fr Kin check Que•tt,m� -f 2 10 _- 7 n. I' Septemtler, 2001! On g,-Ing A4.5 4" ttC9 ttOC I 1 1 -11 6 -1 4 1 �1P 4'_r 110 4.. 4 / / THESE DRARINCS ARE ThE PROPERTY OF 00 CED IN ANY MAN�N,�EICE I R1TNTwC PRIOR WIDESIGN GROUP, PC AND ETEN d • L / M Of MIL 3100- GP'ko. PC e' M 5510N Date -lf; n�t 2111111 12 11 4 t0 ' U1 ,.�11 r-, t he,,kr+i b, �• A4.5 A4.5 ---- --._y-- TJK BK �t E\1 3 .Ilrh Nunitxr 99095 8 c Enlar ed First Floor Plan - SouEntry__ ;F{ sheet of bb 1-1 euv2000.00 a 21'of S6 t 1 tlo + Y I Construction Set A2.4. '3'3"...'3.'3_.. .-,.. ,..ro+a.w.c• ..-- .�.,.,Ww,uRril� I II I)III I II I I I Illll l l 1111 l 11111 III II 11111 III II IIIIIIIII v' e 10 1 1 1! 1 t o 10 1 10 10 1 !1: 4 tl�b 20 2 7 Qla 210 310 _ ✓ - t5 t ' b r, - - ,. , ....,^Mp•Ms!'a.' :MNw� ""+'TMI��!'7ol*fMR�� .. - , �_,. r `yr1 �r� • ' '.F,ai I . f9 t Keynotes 1, CANOPY ROOF 5 6 1 2. RAIN DRAIN - SEE PLUMBING i I 3. LADDER TO ROOF HATCH �.. / v 4. ROOF HATCH MILDRFN DFSIGN GROUP,P.C. 5. FIRE EXTINGUISHER f I _� 1 6. PAPER TOWEL DISPENSER ARCHrrECTLRF. • SPACP PI.ANNI U i1 (_ ( 1 r,( t-I II d i ' 7. AREA OF RESCUE ASSISTANCE 11530 SW Kerr Park��a>.Suite 325 0 °- '" BEYOND Lake O,,'.�ego ,Oregon 97635 Co ul–I I 503, 244-0552 J-'L ,r��1J1 A5.1 4'_1 wo 3' �O I , 200 0 1 2 • A5.1 SIM • r—�, F.i� 11A_ P5 5 61 t/s � OF 6 +. r �,�' I_EA�pgSeE 207 1 i F 207 I ' 2 I 6j N v I A4.5 • SIM. A I I 0 4'-7j' 8,_�j. >,. 2 O„tier -C" _ -G' x' A5.1 7 2 20, -- ..� .� Pac if is N I ' 21'-3" Properties —16'-3CL 4'-0" a � 4'-0" CLR I4 5 A5.2 (A"e) r _ C 1 4'_,•• 10'-4�" �,,-,,, Iib" 9965 SAV. Allen Bl'.d. Suite 115 0 5 - — -- -- . � PSA I - Bea�erton.0regcn197G05 213 • � , CHASE O 3 212 o OPP. 209 t t 2 I I oA 5.T I 1 \\ 1 3 V-0,DOWN 2 a d d A6.3 A4.4 1 107 T R 203TRI R M A5.L ,V 202 I Nr sect: p i1 Avenue - - . .: _---- - - - — --- - - -- -- _ - 213 <I - - —, A6.3 -0" �! - �• � - - ' - 203 — --- N y Office 8'-10}" 2 6 ��- - $• -2e9- 6,. RRIDOR �i" 3 ,0 5 5 • ;-,,--, ! / 2„ Bulldlllg -- A5.1 SIM. A5.1 TYP• A6.2 2 4A 202 1 A5.1 SIM. -0 13535 S.W 72nd A%enue 1 TI¢ard. Oregnn Q LI I F,r n I I -- v c v Enlar ed Second Floor Plan - West Stair A6.3 F 4 A M w A.=1'_0• i LEASE PAF sheet I tll � � 207 bbl-2 O 5'-0" Enlarged - ' Se,..- --and 0 4' 8 16' 32' — Floor Plan; 5 al • A6.3 SIM. An. e E ed Second Floor Plan - Core • j ' b ,'�° and Entry Canopy Roof I 0 4 8' 16' 32' I 21 Jule 2000 :%ddendutn I �� 27 Jul1 ')I-Il lir_1 Z�AI r !tx , ,I ,j`i7a.t"y Wall: Legend .. ' (� ��. .,1 CY,• cNiu� Yr�,t`,y.tl !t IFy - Addendu111 2 August 2000 3. I Au NON-RATED WALL � Addenda 3 s I f 1-HOUR RATED WAL_ 4 6 Septetntx•r Pian check Questions uy I[Septcmtxr,2000 ALL EXTERIOR WALLS P3 UNLESS NOTED OTHERWISE - SEE SHEET AS., „d ALL INTERIOR WALLS P2 UNLESS NOTED OTHERWISE - SEE SHEET A5.1 On going 9 THESE DRAWINGS ARE THE PROPERTY OC MILDREN DESIGN GROUP, P.C., AND ARE NOT TO K USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOP WRITTEN PERMISSION Or MILDREN DESIGN GROUP. P C. Date Ifi Agust 2000 db Dra �n h Checked b%: i 'I JK BK WEM J1Ih Number 99095 a:r ?2nd.A".13636 Sheet of eun:000.002ee a Construction Set A2.4.2 r C 11 III I 1• !l I I Il l I1I II I il 10Ion 0 11 12 11 4 1's 0 211 ,yr 22 23 24 26 2e 27 A 29 90 " ',._ r •'^_ t 4° � + n •.r I i4 I I I W . Y } - P • ;I t 4 T(PICA: 2 T YPICAL 1 A4.2 A4.1 • ; l PP. HANDMILDREN DESIGN GROUP, P.C. nRClif',FC-1l RE iPACF 111A\til.1l; I I i�3I. SW herr Park%%a%. Suite 325 Lake ego. 97�X35 - - — 5i 13 244-1)552 Latis .uILD NO _ Com[ �T—i - 1 --- ------- -- - T YP1CA FLOOR LINE 7 -- - - - - -- D T ��,A 1 7 7 iPICAL 67YP, �3 16 �, ,3 Keynotes North Elevation TYPICAL O 2\2. NG7r_SE� __- OF bbe _ 3. AL 0/:' 'a - ' 4. .., fvGAE'-- -�'a� 5. LIGE' - SE • 8 CANOP p 9. CONCRETE RE-A;•.:�„ n:__, _- 10. CORNICE, P-' 12. - - 13. BIKE RACw - SEE <z:-:' __ 4:N. 14 0/ERFLOW Rt: . --_ -- - C_-- --1''=: 16. CONTROL .70P c' ----•--- - ` - '7. "EMPEREC '_ASS - 1 as z' 20. P, - �` A5.3 1e1 i•i i•� L `� 12 12 T' - --- Pacific ��- -- � - -- Propert ie At - r Allen BI'.d Suite 117 s i Bea•rrt,.n. Oreg r. :+-,:,'_- � 1 _ — --- ------ - a5.3 -- - — 1 — o I - f� I F1 r��• 4 72nd Averlue (, ice 117, T A Build 'o o 0 A5.3 8 A5.3 ?:355.W itad A-enae East Elevation West Elevation Tigard.Oreg,:v bbe bte sheet Citle: Elevations it A4.1 8 t5 A 4 2 + T YP. 7.,F -- - '9 T c Re\mums: r t2 -�� 21 Jul,, 2f,(11-1�o J`V F �Jdendum I '? 27 JuIN 211(m.i Addendum 2 now I" I A,jgwt 21,00 F 18 TYP. addenda 3 t o - - 4 6 �eptemk't.r 1 19 _1C Plan check Que,tions 12 September. 20011 y A. _ U11 gr ring 20 YP. 8 T YP l 7/ t2 ---C4) 9 %C, t, BE DESIGN �ODUCED IN ANY 7 `J " ESE :AAMN; •lR 'wE PAfjPEQT, OF P_• AND ARE r� A4.S 4ANNEP. E1`.'EPT MTM •wE PRIM (MITTEN ��. '.' 'b: •r,., •-., .� a.. - • • YISS..M Y... If gUst12l?C► r, h Elevation 9 Dater _- '� 0 D!x, 11 1,. Olecked b� bbe 1 Jh µ*E\l r Job Numtxr 99095 12na Ave 13535 Sheet of s A RUP20M 10'6s 2q,f S5 Co,istruction Set A3. 1 LoobLffy Gm H!IIII 1 II 11 1 II I Ilii III IIIIIIII 11111111 IIUIII 1111111 Ilnl 111 i I II I Ilillfllllll Inl I IIIIUi 111111111 lin 1 11111 III1I1111 Illlllln I 1 pin IIIIIIIII IIIIIIIiI IIIIIIIII u1111n—In111in iullnli iuiliui iullnl I,I i iO .+M 1 " Y l IIS l� tl4 1Is 1� 1� i7 SII 222 213 2a 2!� 2le 27 2!1 20 3o , ,r .'I. t ilk . , . A'N',,,I f , t� '...J� }D•f '•Ir 1 )�Ilwl .� `+. j ifrl l�•11Yy �utp rll{� ,,' 1 1. - y �y+o- _ t v 'Nx tp,,+rWa ialwS r r `y rte N aw?+� ee Spa ;11) 1 �� I I'�jz � ,. 1'„ ��1nr 1" 1r5., •X N,�f�' ➢ r � �>wr}^ +��T,;�,.�rP•ew.��;Y.,,.,.,.,. ., I� w}T,i� �" 1+ '�� a �• V v'"�,(�S t � r��I^ il�,�.�1 ilrtlr��1 �.. N,: ., •�,y��, "1 � �1 t'�•y��F; •�'�Il�tiflf�ti��li 5��`(��v�l J �i. /i :.y'r�.'l wt-:e1':R: ";l i�:}r ��}i �1,,..-. - ... .. .�i1f�.F.. 8:-1 1,• •T;1'�' '� I n - . . .- � .. �P+•?1rf�la�r�'YI'.,111diyLlp:n..�"E. ..C..'G ,. ,.. .. , y JA019YT (<- .a9 ,Suos1J waaC1 w1s1a.uM ----- - - - — ---- ---- — ----------- __- ---- --R�-- i JVSIY[V AJ9 3�A92 9A If�3I'1117Hn — -- - 4, _ - dSE 91wd,vsv/:�7s9 n9il W2 OE81 I — - - -- -- — --- - —- -- --- - „ • Ff,OSe op-10,op-neo t)A&I Oao_APS(606) `-I ^= a, r I � I - — - —1 � � t; DMKUM dew S.T_A a ! iI 1 rf� L w� I - _^^ •— — - - - - - I -# SFA J tU - - I !I I I I — I ' 00 li 117 Fret p ZAMOH I ? �r r ,� }F -._'A _ - = _._ - 9ludit89V\�gonBo tuorift noitBv913 dt�ol�l r — I i � � ••j_ ,• ,t „�- Wit, ,E� I i ✓) i S.trA ' t i 89tony9)l ------ - - -' "' t-9 ,JJAW 9U-TJIT 3T390V100 t S-9 .JJAW 9U-TJIT 3T390000 S - ---. _ _ _ ------ -- --_-- '"" _ S•I_A DMISAJO "t HT1W T00A339OT2 MUNIMUJA 22AJO O3A39M3T ? THOIJ Z ✓) I t-9 ,Y90VIAO a L t-9 ,30IVISt00 .0 - i - • I--- u `n I II TWOI, AMA9 JJAW 3T3A00013 .8 T 03MlM93T30 38 OT Y903 30AM012 ONICUU8 e n I A I " (J 1 I b 4 �9I f"I9an-Iq _ T I ✓� b vo cl l y1ru2 .b•/18 rr91{f'. •N.2 Zaee 8 8 JAOl9YT t 8 NOT e nog9To.rro119/s A 81BOVSH eniworl8 sludif89V\ gonBO tuoritiW ES # I9nB9 - noitBy9l3 t89y� 8 81B9y9�1 I9nB9 IBoi T S e 901110rH — '?CIIblII1� j r S.�A =-- - IU8 Z%Z21 rlog9`10 .bsglr -- � I OMPICUlue ZTz!cr p (S;DLA I V i n o JA�Ig'YT � S�A I II ,I OOOS i l u 1, 1S .1 - I rnukribbA OOOS /I IA. TS S �I OOOS 12u /. 1 gU o I J - "Ifolf Jup A99r19 ncly - r Holts :v xfm91g9?SI �• �� gnulg 110 I , u v ' le-'e � � ti 10 rTA340FI9 3HT IRA IOMWAAO 323HT O' — S.�A 3 ONA 0.q 4110f1p 1101230 N3A TO1 4 rNA HI 03�000A93A i10 032U 3e OT TpN N3TTINw +101t� INT N1eY 1930X3 ,A3MNAM J 9 ,9WM7 181230 0300JIM 10 N01221M1174 I, 0005 1r jgP, al J :/ 9:�7lrl) ;'/[1 rt'NG1Q I � --- ------ -.__ —`�—.----- -- - A M3W At•f• r 7 OsOR rlxlnnlVl dol. -- --- --- - ---- - - - - - - an 199x12 -- 8 DEBET evA bnST 81B9v9F1 « # 19nB9 - noitBv913 rituo8 er 81Bev9Fl nmuloo 9t9ionoo cr o elft lg 129VOR Wuq la o_ .T eesoo-000s In (� a t98 noitomt8noO - — "0-'t=" � --- `„0 't-"a .V as In oc •, ` , OWN _ oc `a»e do e: s1e e'S o� r: s� 1's os —_ VIII{IIIIIIII�I I I I I III III{I 11 IIIIIIIII I II{Ilillllllllllr I �IIII II { I�IIIIIIII I III I I ( III I(Il IIII Il lrul I�'�nl�ll�I II I �Ilr �� I I I� I��I nl I I ��I I u I u u �,� �I um� of ®I r sl a.t t �r 1I of ..r• or r `fi II Ir 1. 3¢•yy W �•h�3.x�g1�,S}�,y1�, •.p t..; MWr• w f. �I f ti I Ke notes �. 1 21 1� I. CONCRETE FLOUR SLAB - SEE STRUCTURAL C-) D / FOR THICKNESS AND REINFORCING 2. JOIST - SEE STRUCTURAL FRAMING PLAN "'�•.. 3. LEDGER - SEE STRUCTURAL FOR SIZE 1 A5.2 20 I 23 3}" VERIFY W/ MECH. ARc1D[M N DESIGN GROUP XN(, 4. OFFSET GLAZED STOREFRONT SYSTEM - SIM. � 5. %" GYP BOARD, TYPE "X" AT IHR RATED WALLS 115;10 SW Kerr Parkwa>', Suite 325 _ _ __ T _ - t 6. FOOTING - SEE STRUCTURAL FOR SIZE AND r REINFORCING Lake Osiwegu,Oregon 97035 ? - _ -- -- --- - 7. BEAM - SEE STRUCTURAL 1501244-0552 8. CONCRETE TILT-UP PANEL - SEE STRUCTURAL I FOR THICKNESS AND REINFORCING 13 16 19 17 2 �, 13 16 19 ,7 9• REVEAL - SEE DETAIL 1/A3.1 AND 2/A3.2 I I Q 10.GIRDER TRUSS - SEE STRUCTURAL • I 11. SUSPENDED ACOUSTICAL CEILING SYSTEM ' I VERIFY WITH MECH. 14 12.CONTINUOUS VAPOR BARRIER - •• 5 22 SEE ME H. 13,BUILT-UP ROOFING SYSTEM 14.CONTINUOUS FLASHING TOP/JOIST, B T/ CK 7 SIM. I BOT/DEI_K �- - _ r 15.R19 BATT INSULATION 16.3•' RIGID INSULATION o P3A '• '• 17.METAL DECKING - SEE STRUCTURAL 18.CONCRETE SLAB ON METAL DECKING - SEE STRUCTURAL • , \ 19.ROOFING BOARD 1 u 21.MEC ONMCDLMUN TL�ASEEAHvaC PLANS o 3 \ / , 22.MECHANICAL UNIT CURB - SEE STRUCTURAL .00g I TOP/L101ST, BOT/DECK 1c, 23.EXTEND BUILT-UP ROOFING UP PARAPET AND OVER TOP 8 • " 15 24.RADIUSED METAL STUD FRAMING KITH r;,PVED RUNNER TRACK • C- �b 5 7 •. AT TOP AND BOTTOM ' 9 25.RADIUSED FLASHINC TYPICAL 26.3" SOUND ATTENUATION BATT C� e • - - POMA 39 0 4,'. ,2 `�•' i OF � i _- • i I . • � a t1 _ I � c l � to 4 i I I � Di O•.%nNr. i c vx■o I , Pacific NW a I Propert ies i ,o j 9965 SAV Allen Bk d. S1111C 11,5 •• _ -- Bear ertc,n.Gree',I, 97:105 00 ~� 6 P= co .• � i SIM TYPICAL ' � \ C14 `� rjSLaB _ '• Project: 72nd Av ellue TYPICAL ••. , 24 TYPICAL +., , Office N i 7 • ••• � i �•� 25 _� A5.2 Building - - - -�= SIM. 3 10 � I s P3A s I I I IR 13535 S.\k•. 72nd :� enue 0 o I-�� ► • Tleard. Oree-m _ 8 • j Sheet Title: 1 5 26 ? A5.2 SIM. w a 11 o A5.3 - 11 II w i I Sect 10115 v 4 � ` -f• � i j4 A5.3 I Jwn I I c I 0 � v � m Re\isiom: A5.3 i I 21 Jul\ 20011 Addendum 1 2. 27 Jul\ 20oo Addend-int 2 -- 3. 1 August 2000 Pt .addenda 3 4. 6 September 10 Plan check Questions A5.3 5. 12 September, 2000 • . . On going ,,� e iii'_1"i �� s 'a. •'�� lam i. ■� ■� i .r r� rr •� :6.- -4- L• ■ �•# 'iL r► T' F t I • •,. !�i �..•��' .• .T :�� -A"� ��i• • !�•T �r• • ' _• r� •� �l •, �•�� • • rte• T . + • �� iti•�r ��• • • ° c_ t - THESE DRAWINGS ARE THE PROPERTY OF miLDREN H sJ • • /" . AND ARE NOT TO K USED OR REPRODUCED IN ANY • ////,,,,��` • ° '+ ! MANNER,DESIGN SCEPT WIOTUH THE CPRIOR WRITTEN 6 1 O / • I• •••f�/� PERMISSION Or MILDREN DEE•^•N GAWP, PC 7i_7 , I - . '• • • • Date: 16 Agust 2000 •� �* rt• i Dra��n h%: Checkers \ 0. 16.4, TJK •:* . '�� r +. ;.. Job Number. 99 R, ► , Sheet �� : t3 - N Wd .�..o,.. Wall Section 3 Wal; Section ,Ind Ave , sae s1 -or-- - _ _-_-- _ � '-o" _-- -- - Construction Set A4. 1 1ehPz0006o2ee Wa1 was _ CM .1 I I I, I1111111I I I I Ili ( i i i u i i i I n Iuill n nlul It Mini I n I n I I 11 n I I II i jun • �� i4 .fie. 10 11 In 13 14 le I IO IO >iG 1 22 23 24 2D 2e 27 2e 20 3�0 ' --- -- 2„ x _ t c' wpm XMP7. .. --W,7 .. - h .w r L` -�t , i •t ' F4 1 110 i --� A5.2 20 MILDREN DFSIGN GROUP,P.C. -----\ ARCA aT C-FURE • SPACE PLANNING 11830 SW Kerr Parkway,Suite 325 I I - Lake Oswego,Oregon 97035 • I / (503)24,4-0552 ' 1Keynotes 14 I •'• I 20 1. CONCRETE FLOOR SLAB - SEE STRUCTURAL I • • I -- FOR THICKNESS AND REINFORCING I I 2. JOIST - SEE STRUCTURAL FRAMING PLAN I • I 3. LEDGER - SEE STRUCTURAL FOR SIZE I I 4. OFFSET GLAZED STOREFRONT SYSTEM - • . I 5. %" GYP BOARD, TYPE "X" AT IHR RATED WALLS I 19 1 6. FOOTING - SEE STRUCTURAL FOR SIZE AND •• •. . I '• • REINFORCING 17 7. BEAM - SEE STRUCTURAL �+ I 16 13 8. CONCRETE TILT-UP PANEL - SEE STRUCTURAL • • •• I 1 ,I FOR THICKNESS AND REINFORCING ' I 9. REVEAL - SEE DETAIL X/A3.1 AND X/A3.1 I I _ 10.SEALANT ' • , 11. SUSPENDED ACOUSTICAL CEILING SYSTEM /�Q/�!, - ` - / 8 12.CONTIN000S VAPOR BARRIER 5� • TOP JOIST,_8 � '``�I / CK >' •' • ' ' 13.BUllT-UP ROOFING SYSTEM I ti I 14.CONTINUOUS FLASHING 15.R19 BATT INSULATIONL 39 3 • 16.3" RIGID INSULATION pG �u�+a��! ki: •-..j G>_ _ 'fh_, 17.METAL DECKING - SEE STRUCTURAL • 18.CONCRETE SLAB ON METAL DECKING - SEE STRUCTURAL 19.ROOFING BOARD • •�;` 20.PRE FORMED METAL FASCIA 0 9 9 `' I 21.COLUMN - SFE INTERIOR ELEVATIONS OF .• •. � 22.REVEAL TYPICAL 23.RADIUSED METAL STUD FRAMING WITH CURVED RUNNER TRACK . AT TOP AND BOTTOM • 24.RADIUSED FLASHING 25.EXTERIOR SOFFIT BOARD - PAINTED •• 26.CONCRETE COLUMN - SEE STRUCTURAL FOR STRUCTURAL REINFORCING • 27.BAL1_ASTED ROOFING SYSTEM 28.PLASTER SKIM COAT ON CONCRE rk 'NALL PANEL - SMOOTH TEk T URE �•, 8 •% •' 29.RECESSED LIGHTS - SEE ELECTRICAL PLANS • '"� _ I __ 30.REVEAL - SEE ELEVATIONS • ; i 31.%" GYPSUM BOARD ON FURRING CHANNELS 5 / o 0 10 1 2 1 A5.3 10 / O'. nc r. w A5.3 4 i I Pacific NW t PI opert Ies 4 - ' ZJ \ / 9965 S.W. Allen Bl\'d.Suite 115 Bea\erton,Oregon 97 005 • i = 11 Q °D as.3 - 2i ' Prc)lect • e \ 72nd Avenue 5 10 ui / 24 27 7 n�� 13 14 0►ff ice 19 BEYOND P3A 18 o _ I - -----_- -- -- - �* 79 Buildiiig • 1 7 17 23 I N =.v 13535 S.1k 72nd Avenue I ' Tigard. Oregon Lj Lj 7 •'• I I I 1 • - -- + ,. 21 BEYOND .�,• .T-- i ` Sheet Title: 25 10 5 e •% •' •• .•. •. • , 25 Wall I j . . ° Sections 11 r w 30 IT 13 29 A5.1 A4.5 5 22 • ' ' .•• - t • • • • • 13 8 n A4.5 00I I �\ +• r�isu�lr: = 1 \ I •' • • • 1 21 Jul\ 00 Addendurn2I ��\� - �__ -\ •• , • • 2. 27 1u 2000 • \ \\ 0 00 26 - g 0 i 19 I 13 Addendum1August 2000 a+ It BEYOND \ PI A4.5 I I •• • A5.3 `� addenda ;i I I ` '"� • I I I `-'� 31 4 5 September • . Plan check Questions j ,• '• ' 5. 12 September,2000 c1 ( 1 •• On going { 22 - I 1 '• • . . a1 �/ 1 ' - - -- - -^ -- ----- I ' ' •,• •• • , THESE DRAWINGS ARE THE PROPERTY OF t /• I 1 •• • , DESIGN GROUP, P.0, AND ARE NOT TO NOT TO RE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN ,r •• ! • er PERMISSION OF MILDREN DESIGN GROUP, PC Date: 16 Agust 2000 I •. • . \ Dra\�n h\: Checked b\ -- - _ - -- - WEti1 .• • - r •• ----- - -�---- - - i 1K j 4. • �• ' r . . .•� J• • • F Sheet Oof: ` J• 1 Nu totter. g9 Vel z Wall Section -- -- ____ ��p Construction Set A4.2 ,4�; �•;;�" w#2 1 �0 ws2 1 # LiAUripW m I + 0 III 1 12 13 14 I I 11e l 17 1 IISI Is 1 1 221 23 11 24 1 1 2811 1 1211.1 IIT O k • '•e JI + �. s A' r 1 r• r . t - -- .'... .. '.v :..'..r 1. .. . 1. ,•. .. , v Keynotes CONCRE'TF. �71_00R S! AES - SFF STRUCTURAL FUF= 7HiCKN:',r� Ar,., .R"ING ICI f - FE` �',, '�'AMING .AN 7 9GA 1nR Rn ,=C AW,S MILDRI-NN 4 6EAM SE DESI(1 GROLII', P.C. �R:-I I''IF(-[l.Nl. •>I'A(f• PIA\\I\t, G. 1 -31, -%V kel-I 11:111 ','.a'.. ;!I! ,f. A - :44 6 7 L ._ OF t I ' 15 A5.1 , 3 , prl port lei 1a 1 , j I 5 "7) A4.5 I • I 0 — 12 I I I I 6 ! I I A4.5 ✓ �/ — —:� I I � r Ir 5 I� I '72nd A\ eIMIL' I Office I BuIldmo- 14 j I I j _ , (l•r 4 13 I • A5.1 SIM. Sect 1( )11:11-1 ..— __0 16 2 A5.3 a �' I 3 '�`� :u is ,rI • Mm mm - Re�Ian nr 1V r Vidt 1011111 i 2. 2. July 21111 , lddendunl I • .�, • I,t It it _ \ Hr'iF (M�WINO`� �ql '�f Pq(!gf�'• 'F - - %AUIRM DESIGN MIXX, r SNE ANE ND' +0 1R' USFC oP Pj'R,)M:' is •a .:.; r ,...... ... : • MiNNF•P. F+(�f Wlry •..t FQIDR Ne.. r.a h PERMIWON D/ MI'DRfN Df.SlfA, i . i t w 1) 11, I I ltO,l I I r. I,IIS µi'.�I ---• • _.�c J111) Numbef 94119,E I 12na.Ave.I363e Sheet f r 13 NUP2000-W268 A ' A5.3 $3 of N x 1 \WaN section —� --- Construction dot - /august 20 . w.2 _^�•--� ._.,y...� r. I I Ili 11 I I►IIII IIII I i I I L I II II IIII IIII 1111 IIII IIII 1111 IIII II 11 111 I II II I Illi �• 6 t6w�•IM 0 10 11 IZ 13 14 IC! 1 I• IP 1 29 24 a 0 37 9e QY 30 �;'Hatt •-y, f I � � t .el Hv,. r J ff • �y • H Y Z T, 20 / 3 71 LL KLDREN DESIGN GROUP, P.C. 4J ARE.I{riTCILKF. 51'ACF Pl.A1NL\G 1 11530 5NN herr Par4,',�av, Suite 325 - - - --_--- �� L Lake Oswego,Oregon 97035 1 I (503)244-0552 6j 16j Z ---- ---- --- - C CL _- J LIL Lj 1 L Q C4 UL 00 p� NOMaS 1 3 NOTE: q �c __@S 9 ' LOCA'E 'ADDER PER ELEVATOR «,«Ar;,11' OF A5.1 SIM. 5 ,_w A�rwce F. 11 - - ... . CENTER ANCHOR ON -• . 12 14 1 A5.1 SIM. T/SLAB -- a 1 `? I '� �-_� \ 12 13 - � A4.4 I - - ,Zi X"0 RUNG AT -0" Al f 0/C TYPICAL -- - / -1F - - F.B. -)b X 2 RAIL Pza Y 18 I * ---- Li - R X 2 X 2 WITH O,.t ner 21 22 /�_----\I (1) 36"0 EXPANSION ANCHORPacific NW Lj Propert iel-,) I 16 / I I I -� 2 3 Elevator Ladder 9965 SAV. AIlen BI 'd. Suite 11:5 \A4.4 112., Beaverton,Oregol 97005 • 1 5C2A F=" 14 17 ---CP RAIL TO BE CONTINUOUS, AND GRIND SMOOTH 5 i SEG DWL BEYOND Pr ct: DETAIL xX/A3 72nd A\ erlue Y oC 'oCf'eCPo • �1'oCPoCPo •oCPo 0 0 o�Po. �-� 1+1 0 0 0 0 O q �. 0 0 0 0 0 0 0 0 0 0 0 0 011 > >O o00 000 000 p o00 o06 00 000 000.160 000 VO Io °moo ��o°moo°s�Q°s�°�°,,,�C�°�a° � 11= ---+ Office Q CC}} C� Z �0 o0p p 00 O oVO o00 ovO.60 I I 11 °Lmoo°m000°oc� ,�.p'o°ac�o�o°�r��=1 I I = . - I Building, =I,00 0 p00 t' �/ \ O°Ob J -2•-/ OttL� I -) I 1-I 3 i I.06,.,�p�p �p�p 91 I- I I-1 I I-1 I ' 15 =1 I �wo co0 �o°-oo=l I =1 11-I i I" i - 13535 SA 72nd nd A e11ue -I 11=1 Ioo0 8 OCC�E�I 11=1 11=1 11 LANDING Tigard,Oregon � ar I 1=1 I I-1 I �� - � ,�, . � . . . , • � . . . , � ' . � ' • , - _ �� III-1 I h° r - o 1108 �- I_I -� I I-1 i I-III-I i 1-i I �-1 i I-III-III-I 1I- t Sheet i 't It - - - SLIPPORT E le\ ator and Wall Section Stair Section 2 - A .4 =1 -�• - ' _ - Stair Sectl(AIS vs2 A4.4 5b71•-0" a•� - - STR1'JGER BEYOND ---- -STAIRS AND HANOP4i_ oE'L''._ and Stair (4 Stair Handrail at Mid-Landin�,,c - - Details A4.4 d _ "„ STANDARD HANDRAIL BRACKET, - BACKING • FASTEN THROUGH WAIL TO BACKING I /�--- �(j" BAR 'STOCKKeynotes (�- 1. JOIST - SEE STRUCTURAL FRAMING PLAN 2. SUSPENDED ACOUSTICAL CEILING SYSTEM Rei I,I.,u- 3. CONCRETE FLOOR SLAB - SEE STRUCTURAL FOR THICKNESS I. 21 ,)111•, 2000 1J6"0 OD STD. STEEL PIPE __-._._ _ i --'! 1J¢"0 O.D. STEEL PIPE RAIL, %- 1�"0 OD. STEEL PIPE RAIL. AND REINFORCING HANDRAIL TYPICAL PAINTED PAINTED; SATIN STAINLESS 4. ELEVATOR GUIDE Ri IL :�ddl'IITIUIII I STEEL AT SIMILAR CONDITION 5. THRESHOLD -- VERIFY REQUIREMENTS WITH ELEVATOR MANUF. 2. 21 .luk 2000 6. ELEVATOR PIT - VERIFY REQUIREMENTS WITH ELEVATOR MANUF. A&IL:n ium 2 x 7. LADDER - SEE DETAIL 4/A4.4 j I AUgUSt 2000 8. SUMP - VERIFY REQUIREMENTS WITH ELEVATOR MANUF. Addenda 3 F.B. X 2 RAIL 8 9. ILLUMINATED SIGN "AREA OF RESCUE ASSISTANCE" PER CODE 4, 6 Seplenitm- A4.4 A4.4 �_ --- - Qi 10.NOT USED Plan check Question:, 11, CALL STATION FOR .AREA OF RESCUE ASSISTANCE 5. 12 Septendwr, 2000 3(e X 2 X 9 AT `�" BAR :7CCK 12. lh"O STANDARD STEEL PIPE HANDRAIL, .PAINTED Oil going 48" 0/C MAX. x 13.GYPSUM BOARD EXPANSION JOINT x --- -'- v 14•HANDRAIL BEYOND (10 Q �{s X 2 X 2 15.STAIRS BEYOND WITH X"O LAG BOLT A 01A, + + `� (4) '4"HFLA�tEADNSCREWSTH 17.DOOR AS SCHEDULEHERS " ?HESE DRA*1NGS ARE THE PROPERTY OF i YL� WITH COUNTERSUNK HOLES 18.JOIST BEYOND MIEDREN DESIGN CR(YJP, PC., AND ARE y NOT TO BE USED OF, REPRODUCED IN ANY 2 X BLOCKING (SATIN STAINLESS STEEL AT 19.FUR AROUND JOIST WITH METAL STUDS AND " GYPSUM MANNER,EXCEPT W,TN THE PRIOR WITTEN - SIMILAR CONDITION BOARD TYPE X FLUSH END CAP WELD ) PERMISSION Or MILONLN DESIGN GROUP. P C _ I \ '01 �- j AND GRIND SMOOTH .. 21. �" GYPS JM BOARD TrG'F X 2O,MECHANICAL UNIT - SEE MECHANICAL ROOF PLAN � Date K.. ,��u�t 2000 GY''SUM BOARD �1 22.3" SOUND ATTENUATION BATt l)i'a',II I'' liecl'«�1 b�' r BK WEM ,lob Number 99095 ,. , Y '- --- --. ---- - --- -" -- 72nd Ave.13535 Sheet of: ytt 9 R j1`{i Ed` }F��p i'rl��a . .. I., i � ' '•y ,. ~ i .';��r�,t,.�ia'.1y�� 9Yq6w,��.b�'I(`,$��x•U1:,;,if;i l t,4 aQ`'(' .�,�� Hl R<�,s�idqyq1't' ai,..}.r..�;��u,{�� r , •�tf�,t��;tF,rriI5fy.�r,. iYy<ht r u;•.t l�>rf t'J�' • x1 -- - -- - 8 UP2000-0 OI 6R 74 of R6 76 �Typical Handrail1 -�� h If Size� aLadder to Interior WaH _ Plan n rai Attachment 011 � o A4.4 _ Construction Set4E15135 5136A4 r sti44'{ A111.1hcin ' I I 1 I I I IIII I I II 1111111 I� 1 it to .ice, � to I I Is la la Ie IIT Ia «a o 21 s>: ka 24 2R 2e 27 � alc .. I • , , ' .'�.r�� •'qr'"i""emY^.r'•w,«.......�,w.;«r�wr..- ,.,.,,n-,-.w.y,.. .. k.A• ' ,n ., 4C M • ` ti v, I P 'a TEMPERED GLASS A3.5 HALF'-ROUND MAPLE - - - - HALF ROUND ?� . HALF ROUND MAPLE I � ri � ,- 236"0 -------236"0WOOD WOOD RAIL I / r MAPLE WOOD RAIL . ___.__-_,------- 2f"0 STANDARD PIPE ----2X"O STANDARD PIPE, PAINTED `— I(,N CaltUl IF { STANDARD PIPE, PAINTED I MII1)Rt N I FS 1,4*0 SATIN STAINLESS STEEL / ��--- 1h"0 SATIN STAINLESS STEEL _— HANDRAIL BEYOND HANDRAII. BEYOND 2)j" FLAT BAR 2,�" FLAT BAR, PAINTED - ----2"X4"X:X" FB TABS, i� �'� -- 1h"0 SATIN STAINLESS----__.-_. EACH SIDE OF GLASS I TREASTEEL HANDRAIL TREAD AND RISER PANS r GASKET AND STAINLESS iC) BY STAIR MANUFACTURER j STEEL FASTENER PER TYP ' FABRICA FOR r' - ---__.w f- Y" FB TABS, /� —2"X4'X*" FB TABS, \ I � I _ -- —'---STAIR 5(RINGER BY EACH SIDE OF GLASS EACH SIDE OF GLASSFLAT BAR, PAINTED MANUFACTURER - GASKET AND STAINLESS O i GASKET AND STAINLESS i �. r /W STEEL FASTENER PER - - - - CONCRETE S;ABSTEEL FASTENER PER FABRICATOR _ O - FABRICATOR �� Ar j a 4" i - ?x MAPLE TRIM ` _______ ._. I I< — < T r. MAN,1 TRIM---- 4 AL -4 ICS _'_ TYF n • a TYP. s 4 I I P1 KA'iQ[: ya',VlNr - Era ti TYP t' -� 6 4~ Typical Stair TreaRiser "� 4S ;, -- - -- A4.5 1/� --STAIRS BE rrj�;D 6*D ----=----�-h" TEMPERED GLASS v-]T rV4 S'A,'%jS:, �--/TYP �;c ,1�aC;1. • ---s Elevation at Rail 2 Elevation at Stair Rail 3 Elevation at Stair Ede I 017 4_ _____.._-•--__A__C'ONCRT TL SHE AR WALL SEE I' Section! a t Guardrail STRUC URAL �i __. Maul i r/ .A ;'• � I' ' +-- -____ .. -- --•r- •! "- i----- GLAZING � I I i , � � ,•.. .r . �-~� .. A.. �"�4. - - -.. r, r k ---STEE SATIN STAINLESS STORFFRONF MULLION BEYOND TYPICAL, / STEEL HANDRAIL "' � �'` I1 "m SAT;N STAINLESS STEEL9 J i HANDRAIL I ,' —SEE PLAN FOR WALL TYPE 2x MAPLE TRIM CAP r i - f f I 5 1h"0 SF. STEEL POST, PAINTED 1x MAPLE ;• I 2x MAPLE TRIM CAP \b 5 RETURN RAIL TO LOW WALL CONCRETE SHEAR WALL - a WITH CLEAR FINISH, WITH LANDING BEYONU SEE STRUCTURAL I:o %"x137"xCONT. REVEAL EACH SIDE; SHIM AS RE0'D.; 2x MAPLE TRIM CAP WITH x xCONT. REVEAL, RECESS ESCUTCHEON PLATE 1, ib A" AT PIPE SHIM AS REO'D. I I I aF 1x6 MAPLE TRIM r i r, % I I -- ---- ------- NO(' YANF . , 1 rj If I �—PLYWOOD BACKING -- ='. I I II Imo_ _ - .` _ ♦�` 1. I _ ------- -3�1' METAL 1 -STAIR FINISH MATERIAL .�- i! STEEL STRINGER BY STAIRSrkiN,ER By MANUFACTURER CONCRETE FILLFD METAL i or TREAD PAN v -- -- - - - -�':CO�`= -STEEL STRINGER SEE PLAN FO' WALL TYPE �'` P III IfL.�i1 2x MAPL.E TRIM A MAPiF PAS:" WOOD PANELING - SEE INTERIOR DRAWINGS s Section at Stair/Wali _ 7 Section at Landing _ I 8 Section at Ldp ding at Spandrel Glass 9 Guardrail at End Wall 4. p e"!''-•°" 4 d r6Land(ng - -- - -.._. A4.§ld25-''-�" A4.5 •�_ �,-K ------------- 1�" STD. PIPE, PAINTED -- __ 12 �`---- f 2h"O STD. STEEL - (4) g" x )6" GROOVES �� PIPE, PAINTED A4.5 ( _ �� Avenue TYPICAL EACH TREAD DETECTABLE WARNING PANT STD. STEEL r ' BROOM FINISH PARALLEL --- * PER CODE IX"O STD. STEEL--1 I I PAINTED TYPICAL Off f ice TO TREAD 3'-�" HANDRAIL, PAINTED i ,.t B 11 I d i U #3 AT 16" 0/C BEYOND \ r. .•' EACH WAY I - I -ye"O STAINLESS STEED --- --: CABLE WITH STAINLESS STEEL CONNECTORS TYPICAL - - - i HANDRAIL, PANTED TA' SS a I I1! 00 - 4' / / CABLESP`R 1"LINES CASLL SY_':VFt 00 / ��..pp 2"x2" METAL NOSIN �I I I / O p 0O°p 000° / POST, PAIN'c� PICA. -- -------- ..__. � I I // O O ---- i �.,. 2'!x'0 ST-' . 5�"�_T" - iG•c' 1 I �I ----CONCRETE STEM WALL, / Uj o _- • ' // SEE STRUCTURAL - - CONi,PETF: 4;'AIQ--_-._T__._--« i Stair j�e} 00 do . - #4 TY?ICAL WITH — 40 - ��" RADIUS CONCRETE STAIRS - BUILDING COLUMN - SLEEVE - CROU T o00 -� SOL ID o f o Q, Q� I o� o�� 00 0 00000 00000 ov O o'J oU O cc !1 f7 7 �o Concrete Stair Section n Concrete Stair Section 12 Section at Guardrail 4. 3/4"-1'-0" 3/4"- -0" d1b - 5D2A 4. `;n2A I ' � Iil !lnui \II(lllhiil111 2 ,� I ,-�IILU`•1 Jiul• 11Ir1C1111,: � ' t: ;7• • Y I �I 72nd.Ave.13636 ' ySUP2000.00268 1 35 o1 66 t �'1� � Gonstrur��01 Set August past 2000 , F r, �`, �d ,,.• i y ^' 1��'M*',^,Ivy d,,T��t`Ny'Ra, ria,�l.l�l I n ill nl�n ► I I ul n i n� ul i u nil ilul �u 1lun�i I II u�l I� III nl � u I ni II a nlll n nl�u Ilullilnlluu�nu III I �nl I I�� I i is y 3 I 7 10 11 1! 17 14 Is 17 IS 161 20 2: 22 23 24 25 28 97 28 26 3'0 y L '1. e r. • '.ul.,.. .,. -....,.. 1 ' .fir r °l,"�" •.•P 1p4' r n`Y✓ r :, r (UL DESIGN #U465) _4 - • CERAMIC TILE TILE BACKER BOARD // • - GYPSUM BOARD TYPE "X" - 3X" METAL STUDS AT 24" O.C. 1✓ - RESILIENT CHANNELS At 24" O.C. • P - GYPSUM BOARD J - 3" SOUND ATTENUATION BATT INSULATION • - GYPSUM BOARD • P1 �' GYPSUM BOARD 3�' METAL STUDS AT 24" 0/C (AT CORRIDOR SIDE) �� - 3 METAL STUDS AT 2'," O.C. - PLUMBING CHASE - SEE PLAN FOR CLEARANCE FURRING CHANNELS A7 24" O.C. MILDRF.N DFSIGN GROUP, P.C. GYPSUM �OARD — Y1 � 3 METAL STUDS At 24" O.C. 336" BATT INSULATION ) 3" SOUND ATTENUATION BATT INSULATION — CONCRETE SHEAR WALL — SEE STRUCTURAL. ARC7irITCTL'RE ■ SPAI,"r PI ANNIN6" — 3" SOUND ATTENUATION BATT CONCRETE TILT—UP WA-L PANEL �� — 336" METAL STUDS AT 24" O.C. FOR THICKNESS AND REINFORCING 11630 SN' Kerr Park�%a>. Suite 325 • PIA " GYPSUM BOARD — ONE SIDE ONLY — GYPSUM BOARD TYPE "X" — TILE BACKER BOARD — 36" FURRING CHANNELS AT 24" OC. Lake Os�k ego,Oregon 97035 3X" METAL STUDS AT 24' 0/C ��- j' - CERAMIC TILE - GYPSUM BOARD 1503)244-0552 • f'i@ GYPSUM BOARD GYPSUM BOARD TYPE "X" • PJA 336" METAL STUDS AT 24" O/C - 3X" METAL STUDS AT 24" O.C. 3X" BATT INSULATION • P29 - " GYPSUM BARD 3 SOUND ATTENUATION BATT - GYPSUM BOARD TYPE "X" - CONCRETE TILT-UP WALL PANEL - 3"" METAL STUDS A7 24" U.C. RESILIENT CHANNELS 3" SOUND ATTENUATION BATT INSULATION �� GYPSUM BOARD - CONTINUOUS VAPOR BARRIER - PLUMBING CHASE - SEE PLAN FOR CLEARANCE STICK PINS - - 3" SOUND ATTENUATION BATT INSULATION • L'_ GYPSUM BCARD � • GYPSUM BOARD TYPE "X' �`�•- - 3h" METAL STUDS AT 24" O.C. 333 - METAL STUDS AT 24" 0/C ( - 3h" METAL STUDS AT 24" O.C. - " GYPSUM BOARD RI1 BATT INSULATION " GYPSUM BOARD • P4U - CERAMIC TILE �-, - TILE BACKER BOARD 3h" METAL STUDS AT 24" O.C. - - - 3 SOUND ATTENUATION BATT INSULATION 4f PLUMBING CHASE - SEE PLAN FOR CLEARANCE 3" SOUND ATTENUATION BATT INSULATION - 3X" METAL STUDS AT 24" O.C. r- - GYPSUM BOARD _\o P2 1-hr. Interior Partition P3 Exterior Wall P4 Plumbin Chase P5 Interior Concrete Wall WMAP1 Interior Partition �t -- j- -- -R-1' BATT INSULATION l _ 1 OF � W! H STICK PINS TO HOOF DECK (2) LAYERS TYPE 'X' (2) LAYERS TYPE GYPSUM BOARD GYPSUM BOARD a � I ___ ---- S'MPSON A,34 WITH POWDER ---- TS COLUMN - SEE STRUCTURAL DRIVEN ANC40RS / TS COLUMN - SEE STRUCTURAL Q • P6A - CERAMIC TILE (SEE INTERIOR PLANS) - -- -- TILE BACKER BOARD Q i T - - 336" PETAL STUDS AT 24 O.C. - RE!:Z:LIENT CHANNELS AT 24" O.C. (AT CORRIDOR SIDE) 3" SOUND ATTENUATION BATF -\ " GYPSUM BOARD TYPE 'Y' - \ a SUSPENDED CEILING • P� CERAMIC TILE (SEE INTERIOR PLANS) a CONCRETE TILT-UP WALL TILE BACKER BOAP.D ' - 3J¢" 25 GA METAL STUD 3y,," METAL STUDS AT 24" O.C. FURRING AT' 24" 0/C WITH RESILIENT CHANNELS AT 24" O.C. (AT CORRIDOR SIDE) R-11 BATT INSULATION " GYPSUM BOARD TYPE "X" - n a GYPSUM BOARD ' \� ( / \/ ` • P6C — CERAMIC TILE (SEE INTERIOR PLANS) BOTTOM TRACK 70 SLAB WITH I — TILE BACKER BOARD �� DRIVEN ANCHORS AT 24" O/C - - 3X" METAL STUDS AT 24" O.C. 5 / — — — 0%Nner " GYPSUM BOARD RUBBER BASE ? Pacific NW -� CONCRETE SLAB :_ Propert ie- 4 ■ • ■ • � tYPE 'X' GYPS M BOARD � �F tGYPSUM BOARp P6 Interior Partition with Ceramic Tile ON 3�" METAL STUDS �N STUDS Bea\ SAVrto Allen Bled. 05 115 --i _ Bear erton, Oreg�m 97005 1 Furring at Concrete (:LTypical ical Column at Corridor 3 Typical Column at Corridor - METAL DECK AS OCCUR; 5.1 3"=1'-0" 5.1 3"=1'-0" \ 5., . 3` 1G2b d3, � d3� - 20 GA. 3h' METLL STUD J >_ FIRE SAFING AT RATED _- - BRACING TO 5T^ CTURE WALLS BETWEEN FLUTING 8'-0" O.C. N'!-- METAL SCREAS _ Protect: DEFLECTION SPACE - BRACING TO BE =YOv7 5 DO NOT FASTEN STUDS 0 8 WHERE DISTANCE BETW'EE" 72nd A\ entre A5.1 FLOOR STRUCTURE ABOVE GYPSUM BOARD TO RUNNER A5. SUSPENDED ACOUSTICAL PERPENDICULAR INTERSECTING ° 4 ° ✓ TILE CEILING OR° Office (DO NOT EXTEND BRACING INTO g tl i ld i»� EXPOSED STRUCTURE AREAS)METAL STUDS STUDS - ° Q BOTTOM TRACK TO FINISH �i METAL STUDS FLOOR WITH POWDER DRIVEN ° ANCHORS Ar 4'-o" O.C. Ln 13535 S.%ti*. 72nd :'��enue z (� \ - Tigard,Oregon _- I,. (� CONT. ACOUSTIC SEAI_A' a 1 EACH SIDE AGAINST T ACK w SOUND ATTENUATION INSULATION MIN' �� NO SEALANT AT SIM. CONDITION w ,,.-SOUND ATTENUATION INSULATION Ln CONT. 18 GA. METAL PLATE / FASTENED TO DECK AT ' SUSPENDED CEILING 2'-0" O.C. STAGGERED CASING BEAD USG 200-A FIRE SAFING SEALANT �I) TYPICAL EACH SIDE OF ;herr 1 It le TRACK ATTACH 6 � FASTEN RUNNER 70 PLATE 6 Wall � peg DIRECTLY Sr JDGR D CK A5.1 AT 2'-0" O.C. 1-- A5.1 Fall Detail i 4 Wall to Structure 5 Gypsum Board Partition at Metal Deck s Non-bearin Wall at Floor '_7 T ical Interior Wall _ a Non-bearing Wall at Floor �5• d,9 1 -0" 5.1 d,9' -0" 5.1 5.1 5.1 �2) LAYERS %" TYPE "X" d19 d19 GYPSUM BOARD BEHIND AND AT SIDES OF FIRE EXTINGUISHER • CABINET -� - �— -- MULLION SEE PLAN FOR _ WALL TYPE FIFE SAFING - , - - Rei i,i(m- � I 1. 21 July ''t�� -SEE PLAN FOR WALL TYPE I --FIRE EXTINGUISHER CABINET Addcrn 11111 I FIRE EXTINGUISHER 1 2' 2�r ,ILIIv 2000 """ I "FRY" CONTROL JOINT REVEAL :Addendum 2 - SEALANT TAPE POSTAL LOCKERS I —MAILBOXES I August 3 2000 i .addenda 3 FIRE SEALANT vv 1 4. 6 Septeln1wr r I :• ) Plan check QuuAll�m "* ALUMINUM BRAKE SHAPE L 5. 12 Septelllfx r. 2l!UU TO MATCH EXISTING SYSTEM \ — — ' • FIRE EXTINGUISHER CABINET, On going SEE ABOVE r OR PLAN VIEW INTERIOR OFFICE WALL PLATE - SEE -f'G':.[C,w A. rile - STRUCTURAL _ _ I I' EU — IrIR R IRAI (, SEE MILDREN DESIGN GROUP, P.C. AND ARE � F<I � I THAI THESE DRAWINGS ARE THE PRDPERIY OF NOT f0 8E USED OR REPROpU_ED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION 01 MkDREN DESIGN GROUP, PC. -GYPSUM BOARD COLUMN - / Date: 16 Apst 2000 rn SEE PLAN SEE PLAN FOR l WALL TYPE Ura n h\: Checked h\ .It L___mAIL COLLECTION rNl1 r _ GYPSUM BOARD R ','-AL 1111, N'l:`1 P —�-- lot) Nunit>er: `..)9095 72nd Ave 17535 Sheet f1�' g 36 nP2000-00268 a 86 Wd at mull io Fire Extinguisher Cabinet r Mailbox/Fire_ Extinguisher Elevation i2 Expansion Joint at Gypsum Board - _ _ 13 Gypsum Board Reveal -i Wd2l=� -o — _ _ . — - -- - 5.1 3 -o" 5.1 d1p — Gon�truction Bet A .11_p"11- 1 d32 .�� d34 "~ — CRl 'Inluu u)ul nu�I I ISI a nl luu'I u�nn nI�n I nu nn uu nu I i 11'II I I u ul ni I I nl I I u nl i nl un In I n I uu In I n n I Int nig Iul iuI un InI Int uI Irl uu n I nl n o�urrs IQ .I,. I 1 1 j ► jib h � � r3o - _ # 1 11 Is Is 14 I 15 17 IS IY I 22 23 24 25 28 27 28 20 —L�2 ] ..r:rig[ I •, - ._. r-n. • .. • 4, a ,.. MMIAHp•7 N .. .. •K11•rMM.rM: w1. } y a ° _------- CAP SHEET — - - . w . U Slc (-jk-)UP P.0 ROOF HATCH 8, V r 14 ANN1\i• FLASHING PLY12, ROOF HATCH ---ROOF FELTS ° • NAILER / FIBER CANT P_j -1' -.Y_._IDP--P-LA:F _"_ E - WITH 5/8"0 BOLTS AT 48"l RIGID INSULATION STRUCTURAL. - - C R 0,. , COUNTERSUNK SEE ENTER ANCHOR ON FRAMING COUNTER FLASHING r FASTENED AT 2'-0" L) 'C RIGID INSULATION4P" MAX • I� 'S! LOCK SEAMS AT $ •-0„ O/C r (NOT REQUIRED AT SIMILAR \---METAL DECKING $ ("0 RUNG AT 1'-0" CONDITION) SEE STRUCTURAL `, j 0/C TYPICAL6 1 r A Q A d JL • f+ f EXTEND B.U. ROOFING UP �„ ;r i _ OVER TOP E AT - - - --COORDINATE FRAMING -- F.B. X 2 RAILT 1 C ° SIMILAR CONDITION WITH STRUCTURAL v SEAL TOP OF CAP AND X 2 x i WITH rLASHING LAYER WITH (1) h"0 EXPANSION � FABRIC AND MASTIC ANCHOR \. .-- --•---- -- �:ONTINUOUS CLEAT 1 , \ i FASTENERS AT 8" 0/C' C.'P SHEET FLASHING PLY • . ° ROOF FELTS I L FIBER CANT /2 Roof Hatch------- _ __-__-_ _3 Ladder to Interior Wall _. Elevation - 4 Ladder to Interior Wall Plan 5 Light Soffit � 5. '� /z"= -o•, _ kQ�.2 1/2"=!'-0" 5 , ;,2 .1'-0" A5.2 4 j/ c�� 12,43 5C2 5C't �F r s _ i ' RADIUSED FLASHING - - - - - SEALANT WITH CENTERED , STANDING SEAM - �_— REGLET CONCEAI.EO CLIP I ., �� ----- - ----- CANT STRIP RADIUSED FLASHING • ° • / TO CONCEALED CLIP �/ - --- BALLASTED ROOFING ,SYSTEM ROOFING BOARD I s METAL DECKING Para et Flashing ` _�__ -- SEE STRUCTURAL �A5 -° d • •v RADIUSED BEAM SEE STRUCTURAL RADIUSED METAL STUD --- �- - v FRAMING WITH CURVED • • C RUNNER TRACK AT TOP -�----- BEAM SEE STRUCTURAL AND BOTTOM • P�I.cIt lc• pr( )pert lu- METAL STUD FRAMING v GYPSUM BOARD VENEER PLASTER SYSTEM — VENEER PLASTER - REVEAL SHAPE Roofin at Canopy_ -_- -- _M ._.-_ /8 , Flashing at Canoes_ 5. ,s2 5•� h...: )nd :a\ enue Off il�e BLIMiil2 :� ll�cellane��u Deta ll 3 1 + 72nd Ave 1]5]5 BUP20, `1260 37 nf tlt i S a Construction Set August 2(:)�C) IIIII�IIIIIIItlllilllllll�IIII IIIIIIII111 II�II11 Illi ti1111111 II I 1111111l I I ul nunul n1i u•' nu Inl uu nn un u I I I uu un un uu nl n I n ___ I fi .7 d I I T l I I n I i I IIII I Illi,Illtllll ill IIIA 111 1111 1111 Ilii IIII I I I I I IIi� Ip .log I I 12 I 14 Is 17 le IO 21 22 23 24 2R 219 2e 20 3o _ I I ► I I I I' � liall d r{S y !` V , y - .,41,Oil 0040b 10 0 0� rw c ,r•, •R 1 +f, � ° v v - D D p — 4 i- 4 1C>11 - 4 �-�' --- — - F.d MILDREN DESIGN GROUP, P.C. • iM l'A('r PLA`NI , v 11830 SW Kerr Park kap. Suite 325 ,/- - Pi _ Lake Os�%ego,Oregon 97035 4 --�\� 15031244-05,52 ° p -� ° IJ v 4LLJ l -- -- V p v _- �- Y.�- ----p "J" BEAD TYPICAL - - - "J" BEAD TYPICAL - "J" BEAD TYPICAL _____ _ _ �F �- - °_ALANT EACH SIDE I - "J" BEAD TYPICAL Td�� +�'�' SEALANT _--- ----- - - _. .__ SEAT ANT I /J DOOR `;iURFFRONi OFFSET GLAZING SYSTEM � "J" Hf AD TYPICAI -- SHIM - r 3913 n 1 Window Head (Typical) 2 Window Head at Second Floor Lobby Exterior Door Head at Storefront Entrance 4 Door Head at West Do 5 Window Jamb at West Entry 5.3 ws2 \A5.3)3"=1'-O' 5 3 -1 0 --- _ ws2 ws2 5.3 ="_ - 14A1 d39 OF I ALUMINUM STOREFRONT TILE FLOORING - SEE INTERIOR DOOR ALUMINUM THRE,,,OLL ALUM r-' "J" BEAD TYPICAL _ �DOURINUM STOREFRONT —WALK-OFF MAT - SEE INTERIOR • r-- ALUMINUM THRESHOLD "J" BEAD _ WALK-OFF MAT - SEE INTERIOR - ---- --- O,1 ner a - ------- -- - r IBM C v p. � Q v �� I P� D Pacific � V CONCRETE SLAB ardD WALK - ---�� SEE SrRUCTURa� ------ P rope rt i e V v CONCRETE SLAB AND WALK - SEE STRUCTURAL C�:�L -- - 9965 S.�1'. A'len Bhd. Suite 115 Bea\Erton,Orei!.I; 97005 s Window Jamb (Typical) Sill at Lobb Door Sill at Storefront Door 5.3 X21'-0" 5.3 3"=t•-0" - �— s Door Sill at West Door_ 3"=1'-0" ws2 5.3 taAz 5.3 3"=1•-0,. 1482 j-NOT ' SEE MANUFACTURER I D • ' ' j SPECIFICATIONS FOR Pr��-cL• D I j I AEIDI TIONAL INFORMATION 4 P3 _ �DOOP ASSEMBLY - '12nd A\ enue / DOOR HEADER Of f ice "J" BEAD TYPICAL ---MAGNETIC ?� HOLD OPEN Building -- ,n _ /- D z I ) �- _ 13535 S.W. i 2nd A enue p F Ij�—DOOR ASSEMBLY RATED ASSEMBLY WITH WIRE `T GLASS 1N DIAGONAL PATTERN 4 (� Tigard,Oregon II I + w -ir — Q PREFINISHED KNOCK C I DOWN FRAME —DOOR HARDWARE Q I I � _ SEE DOOR SCHEDULE NS V D "J" BEAD TYPICAL '�n FINISH FLOOR and M IMC. Details � - CORRIDOR wlnrH . 11 Window Sill _ 12 Window Head at First Floor Lobby Relite Sill 14 Cross Corridor Door 5.3 WS2 5.3 3"=WS2 -0 5 3"=I'-O" 5.3 1�"=t'-o„ d29 d36 / CONCRETE COLUMN SEE STRUCTURAL • • a d • Q FINISH FLOORING a • • • • PIPING SLEEVE SEE INTERIOR DRAWINGS ' 'V• . ° VERIFY SIZE WITH Rei ISI 111 C d • . • PLUMBING STOREFRONT SYSTEM . a p \d(lelulunl I o PRIMARY AND 2, 27 Jul, 2000 � •� • • SECONDARY RAIN Addcnc11n11 2 SHIM, COORDINATE THICKNESS DRAIN SEE PLAN FOR a p SEE PLUMBING z 3. Ad{1ILIAugust 2000 WITH FINISH FLOOR MATERIAL �' • • • e1 PARTITION TYPE - - — - SEE INTERIOR DRAWINGS SEE PLAN FOR --� (/A''� • • a q C� PARTITION TYPE V SEALANT EACH SIDE a a a 4. G September LU Lu Plan check QucAinn� Ln v -- RFVEALS -- SEE ' 5. 12 Septern�,er, 21l i 1 LANDSCAPING v 'V• • d • � ELE VA TIONS 0 On going METAL FRAME D �\�\\�/�\% . J (UL RATED AT ONE-HOUR 20 MIN: UL RATED FRAME d '• /� " GYPSUM WALL) D \ �, �j BOARD • + / -------FURRING CHANNEL -- D � CONCRETE SLAB — �' d �// TRESS DRAWINGS ARE THE PROPERTY OF /\ • MILDREK DESIGN GROUP, C.C., AND ARE •� r NOT TO aE USED OR REPRODUCED IN ANY WDOD DOOR \\�.�\ \\ / _ _-.----'-----. MANNER. EXCEPT MTN THE PRIOR •RltrtN l4` (UL RATED AT ONE-HOUR Q it /r� �// 20 MIN. UL RATLD DOOR -' PERMISSION UT Mu(u4EN DESI31+ GROUP, Pc. WALL) Date 16 .Aust 2000 S _ Drawn h%: Checke(1 In- r CLOSER (WHERE SCHEDULED) ,a d ------------ --- CLOSER ! A UMINUM SiOREFRONI ICK �ti'EK1 SEE PLANS SYSTEM WITH +Da ty`yj { INSUI ATING Gt_ASS _ J,b Number: 99095 ,,.r ,t' •. art ; S'"i�, r T _ 72rW Ave 13535 Sheet o : /-_ '� SUP2000-00268 . 1 r _� - Head n Storefront Sill at Slab 18 Door Head at Lobb 3b of 86 — , _ _Y -__ _ Rain Drain at Entry Column 17AtA 5.3 d35t -0 5, 3'-t' 0" --- -- , _ - .1 17A1 5.3 d33 ° Construction Set A5.3 VO�Lfl•11 s1T11! Cm nnlrin hill III Inlirll Intl nl til I nl ui1!I I nI nil I c I I 1 IIII hll IIII IIII 1111 IIII IIII „ 7 jI I I I I I I i Ilnl nI I I Iul i t i I�I Ilnllunit i inlullnliullnuliull In�lllilinlll uIIIIIIInIIInII ni lu I l a n tli u�lnlllnl .tor • 7 to t I Ia t3 i4 Ie ,'7 ,• t0 Of 22 23 24 25 2e 27 2e 29 �r Y v r �n : 4 .,, .. ...., . . .. .. ,. � rt+"T+*rN,1*'TAM + ,ter ., ,.. ....•..«.«n+•,+-.a. i ..�wq�M"1 4 �r h1': �r •` Rt 1 1 f . •rr•r•r•r•r■�1■r•r■r•r•r•r•rrr• •r■r•�M■■�■�Mr• rrr• r•r•r•r.r.•rrr•r•r•rrrrr•rrrrrrr•rrrrr•r.r.rr•r.rrrrr•r•r•r•r•rrrrr•r•r•rrrrr•r•err■�■f✓•\r•rrr•_•r�r�_•�'-.�,�.r■_._.�•-'_�•-.�,r.r■_■ � � .: • �■rrrrr•r•rrr■r•r■r■r■r•r•r■r•r•r■r•r•r•r•r•r•r•rrr■r■�■rr�•��r•r•��r■��rr•_�•r■r•r rrrrr•r•r.r■rrr•r•r•r•r• ell ■ wry w r r r rSrrr�r `r r r(r r�{•�Z �r� :':1iV'r•'t ��ri•`{�r r'•�tr�r .�ria"�r�1� 7�i�C'r r''1r"? '■'r'"G irl 'Y'r'S�Y"r"e��4'�{•r`�r'7'�1��X�:�"�'� ''1'�1��Fi. r �'fii�"n`Y r"1r'ti?"�fi r it r�Yr'�i■X'�Yi•'G'r r'�r ti•1r"' r''!'i i!mm r m r"'f� - _ i f • ' •- to, i I r .c. 1, r■r■r■r■r•r•rrr•rrr•r••r•r•r•r•rrr•,�•�•r.r.r•r.r.r•r•ryrrr�■r r•Mr•r•r.r•r• _ ■r\r■r•rrrrrrr■r■r■r■rrr.r•r.r■r•r■r■r•r•r•rrr.rrr•r■rrr•r•r.r.r.r.r.r•r•r.r■r.r.r.r.r.ra•.r.r.r.r. r.r. r•rrr•r■r•r•r•r•r•rrrrr•r•r•r.r•r•r.r•.•r•r•r.r■rrr•r•r•r•rrr•rrrrr.r•r•r•r•r•r•r•rrr•r•r.r•rrr•r■r■�■r■r•r• • � i ■ L 1 r • • _v 1 r�r o mrr'rr"°r�lr•�S' +r�'.T'��7��r`�r`1r7rxr Tri^r�rr.i�"�r"��f`r7��Yi7 r r r"Frq��'r'""r"��r"y`r�•r"Pr r rKrti r •r r.r r.r�r r r r"�r r r r r + r-r.r r�r r �r 7r�r'l� rVr r r7r.r'�"'Y�Cr�•r`7 r r '�`�r r r r'�r r r r �: l VOID 6 OLI 0 O MM a' n7lell • A'TRrY 4,10."ll" 0 a ' rx �� 1{ i t �r r I l • ,r. r T. 6, tip. . � • • � .� � •� 1 x,11 � � ■� e• , . �,. •�..,..,.-d, .715^x- 'f`yt• J� . _ ., .. r ,x. rn N= • • A a., y4�1rr i� .11. a MILDREN DESIGN GROUP,P.C. --- ARCIiITEC'URE - -WACE PLANNING —— - - -- v — `�----- — --— 11830 SW Kerr Parkway,Suite 325 Lake Oswego,Oregon 97035 (503)244-0552 v N 1 " 8�, 66" 1 -3" B1 -3" -3i1. 6.• 5 61, JV-2- \ 11_3N 3 -- t - 0 o N N o A 4.5 2E0 Eg c p p --- -- �� IN `° , I - IL 1 0 LOU Y 101 6 ---_ O A4.5 -- a rn 00 v _- LD _ - J. s.T -'z'�,- - -r—T"�^�.—.� _ ^--rte,•;1. "�•--r"-' 1=E I - h I 1 111 Ir �• •a r :e: North Lobby Elevation 2 South Lobby Elevation 3 North Elevation -- East,/West Hall A62 i .=11-a" A6.3 X11=11-0" int3 inti int: U - c z J Y� 0%\ fief I Pacific NVQ' Propert ies 9965 S.W. Allen Bled. Suitt 1 15 Q WOMEN KIEN BALCONY Bea%erton.Oregon 97005 • 210 209 1 201 Y� — ,�,�f r. 72nd Av enue ELEVA Of f ice 107 - 1 it Building 1 CORRIDOR N MEN LOEBY 13535 S.VI 72nd A\enue 210 209 101 114 g Oregon Tigard. Ore l .♦1 LY5_�4 • 1. 1' :I o o G .,. I— J MR.* } I_ �Ilret I It Ic -III Illr a North Elevation East/West Hall ;-�- , • , �- ulterior int4 Elevations: Lol�hti and J Keynotes U. East/West Halls 1. 3'xd' DOOR i YPICAL 2. LIGHT - SEE ELECTRICAL 1 ;Y3. REVEAL TYPICAL Lm .dJ I r•-_.. Ite\I�luns: I 21 Jul 2000 5 I Addendum I A5.2 2. 27 Jul 2000 . FI�S�C ROOM CORRIDOR 8 I 203 204 A4.4 Addendum ' 3. I August 2000 Addenda 3 >. 1 4. 6 Septembo Plan check Questions — -- +. 5. 12 September, 2000 On going MILD EN UESIGN .,e OUP. :21x), AL'. P(;HTS PESE,, l♦rl THESE DRAWINGS ARE THE PROPERTY OF -- MIU)REN DESIGN GROUP, PC., AND ARE NUT 10 BE USED OR REPRODUCED IN ANY • �_....._— • --- MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, PC Date 16 Ag ust 2000 • I _ ONE Drawn b� Checked b}• TELEPH CORRIDOR sr �\�\ ► r TJK Vb'Eti1 108 103 --------- ----- Jcb Number: 99095 72nd.Ave 13e76 Sheet of BUP2000.002ee 0 of 86 Hop / e NorlhLobby Stair Section/Elevation ''��' W1w4w � u construction Set A6.2 N 5b 7n ° '6tll�lyiinjuiilitlijlillt�i „ j 1ijiinImi ii f tf f I ti ! i 41 11 1 '.:10r11� wI, i ,6 Y l c i • l� • `.:;Ftp•; - ., 1 ' Q' :r'bY•'-' . 1. t. T-8 T-2 - T-2 1)J" O.D. 1 1/2" O.D. -� 4 A6.3 MII_DItEN DESIGN Gi."""" AS / ARC' IFFLTLIKE - ';I'Acr Irl 1P+P.C. 11830 SW Kerr Park,.\ay. Su+n�2o (503) 244-0552 ❑ _ _ _ c - `" -- -- ---- --_- -�.._ -___ ------- _ ..--- Lake Oswego,Uregllll 97035 Q SEAT COVER DISPENSER/ ACCESSIBLE TOILET do ACCESSIBLE TOWEL DISPENS'"R/ SANITARY DISPOSAL/ GRAB BARS (7-2) URINAL WASTE RECEPTACLE TOILET TISSUE DISPENSER FLUSH VALVE HANDLE ON T-8 T-11 OPPOSITE SIDE OF GRAB BAk - - I NORTH LAS r nL(L_7r+ I 2 13 6 11 9 20 10 1S 16 15 COORDINATE WITH INTERIOR 4 O 1 0 T-1 - 2 Toilet Room Elevation - Men 111/209 --- T--4 -- 6.3 0 0 0 0 3 3ANOKEY2" SEE 1/A6.3 FOR ACCESSORY MOUNTING HEIGHTS ROMA J. iZ --j T-s I - r-7 39 3 C o _ • TOILET PARTITION- le� Est I r Ul.t TYPICAL; WALL AT LL'^'�__ �r -,-t ACCESSIBLE STALL V OF • Keynotes _ - - 1. GRAB BARS, T-2 SANITARY NAPKIN/ MIRROR SHELF AND MO' HOLDER FOLDING SHELF2. ACCESSIBLE TAMPON VENDOR T-1 T-7 T-4 - 3. TOILET PARTITION FLUURESCENI LIGHT T-6 FIELD VERIFY SIZE (BEHIND DOOR TYPICAL/ON ACCESSORY FIXTURE 4. RECESSED FLUORESCENT LIGHT WITH EGGCRATE LENS WALL IN ACCESSIBLE STALL) Q 5. NOT USED -- - 6. ACCESSIBLE URINAL + Qi 7. PLATE GLASS MIRROR, T-1 Mounting Heights for Toilet Accesories - 8. ACCESSIBLE SEAT COVER/TOILET TISSUE DISPENSER/SANI7AR ` DISPOSAL, T-11 .3 9. SOAP DISPENSER, T-9 d7 4 I 10.ANSI 117.1 TYPE FAUCET TYPICAL 11. PAPER TOWEL DISPENSER/WASTE RECEPTACLE, T-8, LOCATE 7 18 3 1 t o DIRECTLY ACROSS FROM CENTERLINE OF LAVATORY COUNTER 3}¢" 25 GA. METAL---,,, 1 1 I , 12. SEAT COVER/TOILET TISSUE DISPENSER/SANITARY DISPOSAL, ,j" x �" PARACUBE LENS, STUDS AT 16" O/C CHROME FINISH T-12 13. SEAT COVER/TOILET TISSUE DISPENSER, T-3 14.ACCESSIBLE SEAT COVER/TOILET TISSUE DISPENSER, T-10 Onner: 15.PLASTIC LAMINATE BASE CABINET WITH LOCK MIRROR; EXTEND FLUSH TO 16.COUNTER AND SPLASH - SEE INTERIOR PLANS Pacific NW UNDERSIDE OF LENS 17. SANITARY NAPKIN/TAMPON VENDOR, T-6 011 18.LINE OF SOFFIT Properties t les 19.CERAMIC TILE WAINSCOT - SEE INTERIOR PLANS ' 20.PLASTIC LAMINATE BASE CABINET WITH DOORS ONLY; NO BASE OR SHELF; INSULATE HOT AND WASTE PIPING; CONTINUOUS FLOORINM_ AND BASE UNDER SINK; MINIMUM CLEAR SPACE WIDTH ALLOWABLE 15 2'-6" -- - GYPSUM BOARD TYPICAL 21.FOLDING SHELF, T-4 ! 9965 »t „RUTH I NORTH B a\erton,Oregon. Allen 197005ite 115 15 10 9 20 11 21 12 21 2 8 2 - 17 7 COORDINATE WITH INTERIOR 15 a Fluorescent Light Soffit 3 Toilet Room Elevation - Women 112/210 6.3 2b;/2"'-''-°" 6.3 1/4"-1'-0 SEE 1/A6.3 FOR ACCESSORY MOUNTING HEIGHTS 3AN01tEY1 -� Project: WALL TO STRUCTURE AT 3311" SOUND ATTENUATION I ,� 7?nd Avenue BLANKET I I SIMILAR CONDITION I PLASTIC LAMINATE WAINSCOT 6" 25 GA. METAL STUDS WITH METAL EDGE AT 24" O.C. Office Building 13535 S.%A', 72nd Avenue " WATER RESISTANT GYPSUM Tigard.Oregon ROARD CEILING ------ - 2X" 25 GA. METAL STUD o rm o 0 CROSS BRACE AT EACH OPPOSITE PAIR OF STUDS ly AT 4'-0" O.C. MAX. VERT. --3}¢" 25 GA. METAL STUDS AT 24 O.C. WITH 3h" - .� SOUND ATTENUATION BLANKET OP do BROOM HOLDER �h�t't Tttic " WATER RESISTANT GYPSUM Toilet Rc�on� Elevations and TILE - SEE INTERIOR -MOP SINK Details FTJ I I West X951 s Toilet Room Plumbi Wall _ s �lanitor Room Elevation -_ Roam 104 d8 d30 i Revisions: I 1. 21 Jule 2000 Addeudunt I 2. 27 Ju k 2000 ` Addendum 2 +. I August 2000 Addenda 3 4. 6 Septentbcr Plan check Questums 5. 12 September, 200n On going i f1 I.+� [u N DE I N F r eoua Au I t.. t t «i 7 F•1 !i'S9 i'�t�a s t AL1 t- PE SSPyEf r ,V'�'rt i kyr '.,^ rrjt�� t1�S+int` 'd�c•�:T*' r Tr �p1 t.. , ! ,� THESE DRAWINGS ARE THE PROPERTY OF ali ►IIU)REN DESIGN CRWP, PC,, AND ARE Il r iT a� w` t,,,.+`1 $ddfjlr 1�T"-1«�i.'t'«,.. "1 ��} a r �l�✓b r^'"'' �� o fY �,' ,.k: ;,n •y�4' J ;51 y,:• . MANNER, EXCE T WITH THE PRIOR WRITTEN NOT TO 9E USED OF, REPRODUCED IN ANY 1 • PERMISSION OF MILDREN DESIGN GROUP, PC _Date: 16 Agust 2000 db Drm\iI b\. Checked "w SF', WEM ,r -- r 1, Job Number 99095 i y J 1 I 1 w\ lr+y Sheet of:72nd Ave 13535 SUP2000-00260 11at k:�pnlft� F N � Of CS Cor ,+�t ruction Set A6.3 , �'+ r,'k Cm unlun wllnn un�nc nulnn 11ullii un iiuiuyil un�uu t 1 I uu�nn I I nn nn nI tlulti I i n i i i i i I, a .•.: I > Ip .I� 1 1 1 1 1 ib iii 1• 19 i� i i i s >:o >:0 3�0 w•' d - �• f � �11 � ) ! � -.-�� { k ti • +� t .�+ll � Visit , t '� •I�rt..F��{A.- *... t j ,y�`'7� 9 "dr. ' - y�y,v,.�•..�F. ..r. ,e _".. :'c x 't_,l F•r, .;� YK',•A' !� r a .�.':i p ri�.' 1 L ;! • r , w , `.4. yt+ Z t..:e ...,.,.r ,,,i r:.; ,?�. 1 i, .f Y y _L _ _ ... • I F + ., t � r e•1+RnA+ 'r n. sIJ" } r MILDR N DESIGN GROUP,P.C. ARC]-QTBC%IRR • SPACE PLANNENG 11830 SW Kerr Parkway,Suite 3?5 Lake Oswego,Oregon 97035 (503)244-0552 1 2 3 4 5 6 7 WARD A GIBBONS - & COMPANY WALK 00 is.xib" TILES\ «annAW spoon 9DI THIP LCGATION\ MR 904MM + — 1 CPT-I -- - &B Q 0 i PIL ASTER r s_2 cPT_1 2. _ s-2 i I I41 SII 8 O i PILLASTER _ CIR•I - 0 0 i PIL ASTER O��ner Pacific NW • '3' Propert ie:� 6-2 p � GPT-1 GHAIR RAILPAPID } P-2 6-2 2 GPT-2 I A►p BASE OPILr __ NON 9-I d_Z b-I un 1 V PIL ASTER - - - 77r 9%. -5 S.W. Allen Bk d.Suite 115 011112 i q I Beaverton,Oregon 917005 MAT rin4-1I CA IR RAIL AND BASE ONLY I r IR RAI LANu RASE OWL1 / S4 P-2 P-2 CPT-2P-2 I I - I GPT-I ® P_2 P I fa-2P-I - – I S-2 — Project: I t PIL TER 1 6-1 72nd Avenue Of f ice T-3GPT-I _____ ___ ___ _ wilding T-3 I 133 ^__ Ar L' . 13535 S.W. 72nd Avenue Tigan'.Oregon LL —11— t PIL ASTER I I IT7 qn. --- 133 CPT-I Sheet Title: 6-2 16"x15' TILES - THIS LOCATION Finish Plan —� A5 — — - --- - -- — - _ _- — -- First Floor MSA / — -- — -- — . 10 s-s e-1 Rei inions: 1 21 Jule 2000 A. Carpet C. Tile D. Solid Surface H. Pa Int P-5 Mgfr: ICI K, Lighting Addenda I CPT-I Mf r.: BENTLEY T-1 MF r.: DALTILE MfqT.: CORIAN P-1 Mf r.: ICI No: 58g LT-1 Mf r.: SHAPER Z Addenda 22000 ,�. ,i,,, <,Y,+r► Style: thm t Blues No.• X35 Color: Burnt Amber No iOOro Color: Sorrel y St le: Luminous Rin Pendant 3. 1 August 2000 i —+r• Addenda 3 No.: RE33 -'1095 5t le: Sierra Famil Cc Frost Sheen: MP 3OYY . �+/1'1"1 No.: 494 >'pColor: Almond Matte y y �I� Color: Shake It Sheen: i'1P" �51'Y 8+9/12 L A 'e ). T-2 Mf r.: DALTILE E. Window Covering J. Wallcovering T-2 fgr.: CPT-2 Mf r.: DESiGNWEAVE No.: D- 21 I. Paint Model: Paphael S Style: Trieste Color: Matte Sable T e: Horizontal Blind Mf r. CARNEGIE tyle: Pandora No.: Z0931 yp No.: 5011-12 r F Color: 00398, Lon Dale Color: T. B. D. P-2 MF r. : 11LLER ype: Xorel C=lass: AG3 Etched vertical g T-3 Mfgr.: DALTILE No.: No.: 6x23 g Mnfr: Levelor i ;^ No.: AT 102 li Golor: 1-foney Wind Color: Stria / W541 Ribbed Art Glass RIGHTS ESER DR«IP. PE. :� B. Stones No: 1 Metal blind Calor: Pa latina rRliwrsDRREAss�vGESD� twf PROPER*. 1 - MANNER, EXCEPT WTN THE PRIOR WRITTTN 'I 4 01 f0 BE USED OR R[PRODUCEI) IN ANr MF95, r.• OTM P-3 Mf r.: MILLER LT-3 NOT USED MILDREN Df SIGN GROUP, PC. AND ARE GROUT: F. Metal Partitions No.: C.144N REVISION-1 ° No.: ® --�� ,� Color: Black Deco PTRMISSION d' MILDREN DE9fY1 CROIIP, PC Mf r: Flextile • � -� Date: IG August 2(100 6-2 Mf r.: OTM Color: Natural Gr - Color: Black ''� gg ey I Wa Ik Off Matt Drawn b\ Checked b\ No.: IT05 Type: 650pm Sanded REVISION-1 P-4 T.B.C . .� Mfgr.: FLINTILE BERBER n1M5 Joint size: 1/116'1 * Granite C.S. Wood: Match desi ners Color: Light Beige Job Numher 99095 72nd.Ave 13935 Shett of: 1/I6" * wall sample (Verify). SUP2000-00268 1/4" A restroom 42 of 86 Construction Set, - August 2000; 12. 1 . 1 5 79n1 Are OIC ve eM,Ya• u M OUl f+ ' 1 CroiT•1111I n it I 1 �n� 1111 �I � � d i 1 III11 ll II 1111111 I=111111111 11 1111111 l1lliililii lyII1 i �lIiI111nIInlll� 14LO Y .IM 4 as e sI> :a 30 T • r. ,, .«X^fiCPir1.'!W!w!FiS,nlq M-•,,y.n...r.,,n.+. M1�,w11wYe5q�rx41Fi .. �r' -1d,-.re.r-'-•. — `..a .._ IewMiYb. . .WML.»d.s:.n♦fW+r-.tw.4•Iwdnl..J1,..—"_ —A:_ , 1 MILDREN DESIGN GROUP,P.C. ARCMTECfURE - FACE PLANNING 11930 SW Kerr Parkway, Suite 325 Lake Oswego,Oregon 97035 (503)244-0552 Consultant name Consultant address Consultant address Consultant phone I WARD•GIBBONS & COMPANY Pwam IMNUOlR.f&DESGN RioA sit-� r a..ooiEaoa rrEEEas Fmuio,awnaF @MR IA�t AEO wpw 0,,\ner ° F_2� ° Pacific NVQ' g-2 Propert ies D U L11 I P-I "' g-1 f�---------------ft P-2 —� 1 --CPT-2 9965 S.N'. Allen Bkd Suite 115 ' ( Bea\erton. Oregon 9 005 O ' J P-iP-I Q GPT-2 P-2 P-2 P-2 F:PT•2 I I P-I Prl I►ect - i 72nd A% enue LLLJ Of f ice T-j - Building T-3 1 135&5 S.W. 72nd :1enur 133 Tigard,Oregon Sheet '] itle Finish Plan Second Floor Re\kions: 1 21 Jul\ 2000 .,kddenda 1 2. 27 July 2000 Addenda 2 3, 1 August 2000 Addenda 3 MIEIIPEN DE'GNRO GUP. o C. 2000. ALL Rlpli>RESERVED S•L MILDREN DE SIGN GROUP, V C.. AND ARE NOT 10 BE USED OR RFPRODUCED IN ANY THFA pRAMNGS ARk NPROPER MANNER, FICEPT 1WtN ME PRIOR WRITTEN PERM1590+ OF IJILDREN DESIGN CROUP. PC ,i t ' Date: 16 August 2000 Dta,IIn n, chec; ed b� 72nd Ave 1J5J5 lob 5 Number. 9909 w4. Sheet of: AUPMO-00266 IJ of 66 � Construction �f, A� q u j` t ..1 t 2. 000: 12. 1 .2 5 AM n� Quniii iii i i In i i i 1 n1 aou"11111117,10,110, i4 :i :a sa �4 zo ze 27 n nnn�aInd nal� to �o10 i " • t r a- 1 1 ''I �� , ya,u M:17�� f»�C�,..�. R r. ,' � rir. .1 r.,^•d,'�1 �� S"YI ..iK'�I rf rI i , r;, 11 1 • C r 5 will',willb!ill 1wjhw, rs. ..n. MR- r-.. .S, . r .-__.._ ....-. - n5` ` t 1 v ' '�.1 .....,._. ,..._,-., �,,.,.,...-,.•,.„»,.._.,,.--..,„,,..:.r^ .�.•••-ns».+^».,...... ..,.. .. ._._. -...,-.ru.deer,vas+a.,�k^w,,N'C�r..:rNyAEki,:nwR.nlNmcaAa>.y,r,.wr�-a•c.,,;,,R.v,�r. .,w^'+K�ewMt,. . . .. .. ":'M" R41�.RS'.IN :. _ 07 , • 4, • i I 1 �a•r•r. •r• .rrrurrr•r•rir.r.r•rrrrr•rn•rrrr. • r•5�.rr.•.r.r.r.•..r.r.r.r.r.r.r•r.r....r.r...r.r.r.r.r r.•.r.L.�.r.r.as....... ............. ...r•r.rrr.r•r•r.r.r.r.r.r•r•r.r.r.r.r..•.r.r.r.�.r .r.r•r•r•r.r.r•r.r •r r.r•r•r.r.r•r•r.r.r.�•r•r.r•rrrrr.r•rrr•rrr.r•r•r.rrr.r.r.r•rrlrr.r.r•r•r•rr r•r• . . � EWA= _ • G.1 ' • 1 IMI.? -I"�..;.. 'Y •��.� - �f�'r"r•"Ir'r`i:w Jr'�r•r•rrr r r.r r r.rrr••'��r't r'tr�'r Tr �r�'r Yr.�rl rir�r�7rrr�r"r.rr��r�Yi•�''ri`.�r�i'�"?iii�•r'Ti��i�r•'L rY'r Y�rCrsrt��r•�as7�J��i�T•�'i�t�R'��ra��'�f�•��•�l��J��..'�•a�}�j��•'�T�`r� _ - _ _ - - - - rr.r r.r err r'Y�"rr`�w•i i��* Emil- �,. Q A �"F Ai {M NNC rA• i ,A � IMPw, l� irt�, �rll ��►r►��r-��1� r11�� I rl . I - rIP,: ti R'k, 1-11' ' _ ••Yir�l.I�SRM�4i3S•Vr 2�Gt�BGCTYY ia.A �t•P6dP7R'i' �� I A �t r.r.r•r•r.r.r•r•r•r r•r•r•r•rrr•r.�arrr••.r•r•rrrrr:r rrrrr•rrr. .rrrru•r•r.r•rrr.r•r•r•rrrarrr•r•r•r•r.r•r.r•r.r•r•r...rrr•r•r•rrr•r.r•r•rrr.r•r•rrrriir•rr.r•r. �r - ................. ' - _ _ r.r.r.r.r•r•r•r:a.rr•r•�r r•r•rrrrr•r• rr•i.•••r.r.r••`•r.r•r•�•r • • • • • • 1 r•rr+•r•r•rrr.r.r r•r.rrrrr•r•r.rrrrrr-err• _ . oil , �� "�� wiS� i1'� �i.Y:Y'at'•F��Cr�T�if�•��: r�•r r•rf rL r'-S"rtir rtr7rYr r�r'rr'!"��'� T"r��"�.•Cr'T r-rl'•r•r rr7r r r~t�ry rt S'r`7"��t�Y� /� �r�'�p�1'i� '7-"r�C�T�r'/i�'r�'r•r.r r"r�r•"ir�'�rL�l r'7r��t .i�J:'..i ZOG27 I Now, =� i. r r.��Rrt�r •.r•..I - - - - - - - -- - _ - - oil�� I .i I 11 IIA11, rA1)(l��l 1111 /II� ll1 (I�1111�A1 l�l �'�1I II�/�S) �� /�1111 '1�11 r�I� l�� l�l 1��1 �1)(�� I Ir�ll Ir�,l 1,11 r ll��l �l� '�11 11' ��` 11� ��1 �1�1 T11��• �i�� I�I,�� r. ri�� l•• -_-._-- -_- lV ,Y .Y ,V Yl �Y,��Yl y. IYI �1 • r r1 �1V1' 1Vi •V 11✓r Nr ! .V, lYl 4V L--j 9P�4iTi.>�r • r.1l.=Nf►@►!�!�$NlTt�lf+vlaFP2r�714•'6llditL4iL'liCCEfi. .�6QllSNAL[YAf�"tS/tJinl.�rl�YEbfY4iIM•ttF07k�['LYHET+ - _ ,d9M2M �E1lrMY!"SdE:�►7J33�'bC2HffY�tiddY.IGt4 R•4att�A4YYKf �:Z' O !y 1 i . u ,r - �..-. .` r«._ li c • rrr rr Z } rn r•0'��k��t3 . lum IHIIIIIU HUI ,r 11 IN • � .�• � 1� ti�`� �.i �• a `��y $��Pn r{�yQk �slyrrs�+�1r w � .r. � r ,. t r � .. . a {• } /• p.y • Tl ,..' `rl ? R., M1 1, �, e r. r fir r' 1'. l MILDREN DESIGN GROUP, P.C. AftC111nK-17URE • SPACE PIIANMNG 11830 Sµ- Kerr Parkway,Suite 325 C.T. q - FIELD TILE G.T.4 - ACCENT TILE SOLID &MACNG .COUNTERLake Os�k o, Oregon 97035 G?.•I - FIELD TILE G T.4 4GGENT TILE eg eg DAL TILEMDx-13S DAL TILED-121 AND BA CKSP_A W - COWAN BURNT AiRCER SIERRA' DA: riLE'Gx E -135 / DAL TILD-121 (503)244-0552 I f O -. . .l . . �. . . IT I I I I %Q WARD GIBBONS • _ . . . . . . . . . . __ . . . . & COMPANY o PIaAtN)D INIXUILS&DB57GN V CERAMICIj — b• C.T.BASE 00 241-77" BASE,rn. .b111111 LW cnooa wits FLOOR TILE - DAL TJLE 'ANTICA ROMA' ibr suaw�I •AMO2 'PALATNO" - TYPICAL ALL REST RIOOME M�O�SNK EST ELEVATION _ �\ NORTH ELEVATION WAMI vrw-4r K C.T.M - FIELD TILE DAL tILE•Dx-138 — 9ULIG 31�AG11•/Cs � COJ+iTER C.T.w . F1EL.'. TILE C?� - OGCE*,' '_E �—G.T.W2 - ACCENT TILE ANG DACKSF'LA5s4 - COWAN DOL TILE'DX•135 DAL. TILES / DAL TILE40-1:1 1 BUR IT AMBER SIERRA' � � 1 - --- Pacif is NVQ' ItCESk1ED TO PATER DI — - -- --- ropert ies I 4, ti-,\ zm WALL COVERING WALL COVERMC. G 9465 S.H Allen 131%d. Suite 115 rn�otllt - Beaverton.Oregon 97005 ' . _ - �, o o > : = : .� _. 72nd Av enue LIT-7- - _ �"G.T.BASE C.T.BASE --- - \Jf f ice OPETI!BELOW 4�... Building 13535 S.�k. 72nd A%enue EAST ELEVATION ' SOUTH ELEVATION EAST ELEVATION Tigard,Oregon 4 ' .� „"� 5 .0 6 , - - -- sheet •fltfe SANITARY NAPKIN D16PsNSER Rest Room Elevations y.. r WALL 001/P.RNG MIR1♦OR WALL COVERMd : : : : : Re\tsions: : . . : : 1 21 Jul•2000 .. . . . . . . . . Addenda 1 ; y 2. 27 Jul\ 2000 LEE!— :i-� . . . . . . : Addenda 2 _ .. __•_._...... . . . . . . . 3 1 August 2000 \d en 3 •'GT.oAeE I --- - - 1"G.T.(SASE b' G.T.BASE WOWt+fSfPvED SIGH �Y+OUP +,�•''^�i 'wE'i IW�MNGS APE -.{ au 7PEq•' I WI DOWN DE991+ GROUP e C AND ARE or 'SCC OR 1EpRODUCED A ANv �.OU'TH ELEVAT!^'N VYEST ELEVATION NORTH ELEVATION NORTH ELEVATION � u T^��QFNnwE�ON ap�P,EPC 7 1 ''�''�' O,F scAL& v2%1-0" ualr I(; .august 2000 f f k 1h htr lot) Number: 99095 71nd Ave 13535 st'vet of: 6UF2000-0028't 4e Of of _ I 2 Construction St, � 4ua ,ust 10 ' 13. 5 rad.•r i rr.n!111 1R`Ambw ppup Iq 03 ,,,r..., .� -_ - ,.,.�,-•r•n�+rt••+..�..r�+—•--•- ---_�.._�.... - __.. ... -.r....-...-.._.-_...-.�--.._..._...-..w•rw.�..+.+�•r•« .......�.:.r.-.._ ..,,.-,.»...w�•�w....,.,... r.r++.wn.r•....�w•.+..w..r+>r.....,.•., ,rC ... ...r..wn•MrR • � CI Om 1:1111111 :1 11M11 11 i,1 IIE AI I 1 nIIII!, 11IIII 1 Il�il IIIi I IE 14 I II1111111►Illl1lllil I 1100 11 11 I II23 IIII I IllilI 4llll 1 It25 1111 I Itl2l e11 11 1211'7 IIII 1 1 II I IIII�II I IIII 1111 I IIII _ • E EIO 30 E _ 2 , r�. .-waimmilm Miami— • ,a 'YM n a 9 a r�. i.. MILDREN DESIGN GROUP,P.C. ARC}fl'I'HCTURH - FACE PI.ANNQVG 7- 11830 SW Kerr Parkwa},Suite 325 - / Lake Oswego, Oregon.97035 (503)244-0552 ty ty I — Cf - — t PILLAOT 6-I rel/aTOF " EASED EDGE OF GI-)AIR RAIL i �/� �� Ix4 50L ID MAPLE - - _ -- FRY REC�LET IUAINSCOTT TRIM - CI-FAIR RAIL GAP (TO BE SELECT`D BY Af�'CNITEGT ) m I WARDAGIBBONS �� ---- I & COMPANY -- PIANNXD INMORS&DLUGN I Li am 241-rm �Lam.Cn AV== T-3 0 Ix4 SOLID rIAPLE I <l Poona=a� 9=1 , PAR 00 suawoo • TRIM - CHAIR RAIL i Cf AND VERTICAL5 T-1 AA V II MAPLE VENEER PAINT 4-� PLYWOOD - PREMIUM GRADE, FINISH TO MATCH DESIGNER • SAMPLE EN.ARQED REST ROOM PLAN N _ TYPICAL MIATE TLE PATTTEM I 1 w vr+•�or sews l lx(o SOLID Ix(o SOLID MAPLE BASE Pacific NVQ MAPLE BASS LTD - Properties L `-v I 1 '/2 9965 S.W. Allen Bled Suite 113 D E T,4 L CSA I R RAIL Bea%•erton.Oregon 9i 005 DETAIL a WAIN5COTT Project 3 jA10TT ANO CHAR RAL 72nd A\ eilue Of f ice Building 13535 S.W. 72nd :\%enue Tigard,Oregon NOTE: CARGO BLANKET :40OK-S O BE PROVIDED DY ELEVATOR MANUFACTURER - CONTRACTOR TO COORDINATE IN5TALLATION W/ ELEVATOR MFGR CABINET CONSTRUCTION TO BE CUSTOM NOTE: ELEVATOR GAB CEILING CABINET CONSTRUCTION TO BE CUSTOM GRADE AS DEFINED BY AWI 5ECTICt•4 GRADE AS DEFINED BY AWI SECTION TO BE STAINLE65 STEEL W/ 4008. COUNTERTOPS TO BE PREMIUM 4008. COUNTERTOPS TO BE PREMIUM MR-I6 LIGHTING 4+ 9 PCINT5 5PACEL) Sheet ] isle GRADE AS DEFINED BY AWI SECTION GRADE A5 DEFINED BY AWI SECTION — Ix4 MAPLE TRIM Ix4 r-. PSE TRIM EVENLY ACROSS CAB CEILING Enlarged Plans 4000, FINISH FACE OF COUNTERTOP SELF 4000. FINISH FAGS OF COUNTERTOP SELF 1 EDGE TO ALIGN WITH FLUSH OVERLAY EDGE TO ALIGN WITH FLUSH OVERLAY 1x4 MAPLE TRIM r DOORS AND DRAWERS. DOORS AND DRAWERS. -- -- - -- -------- - - —_ _----_______. -- __- Cabinet Sections _ 0 ___ _ 0 0 � � �� 0 0 o 0 0 � Details —ScDLID SURFACE BACK SPLASH '�`�� OLID SURFACE BACK 5PLAS14 a A -__ t RETURNS WHERE INDICATEDI _ t RETURNS WHERE INDICATED ; SHIMMING BLOCK AS REQ'D SHIMMING BLOCK AS REQ'D WALL COVERING _ SINK AND HARDWARE PER SINK AND HARDWARE PER ,�� CCN OL — WALL COVERING -7 MIRROR • SPECIFICATIONS _ SPECIFICATIONS pA�L FLUSH OVERLAY DOORS WITH P-LAM - F UEH WITH - OPEN (TEMPERED) L ., OVEREAT DOORS W P LAM ALL SIDES PER AWI SECTION 4008, ALL SIDES PER AWI SECTION 4008, Re\Isions: 1 21 Jul• 2000 - INSULATE DRAIN AND HOT WATER Addenda I PIPING ' 2. 27 Joh 2000 Addenda 2 3. 1 August 2000 —� ------- - I --- ---- --_ . _ --- ---- Addenda 3 PROVIDE CONCEALED HINGE SYSTEM PROVIDE CONGEALED HINGE SYSTEM SEE ?�/103.13 FOR SEE 3/ID3.1.3 FC'? MI=!AMINE INTERIOR, SEE - - MELAMINE INTERIOR, SEE IUAINSCOTT ASSEMBLY I WAIN5COTT A55EMBLY �N SPECIFICAT,'ONS FOR MND. SPECIFICATIONS FOR )"INF. '► - - NIIDREN DESIGN GROUP, P.C.. 2000. ALL RR' RESERVED Lt>'tE OF ADJACENT CABINET BEYOND THESE URAWIGS ARE THE PROPERTY Or /�-- `- ._-J NILDRFN DESIGN GROUP, P C, AND ARE FROldT ELEVATION SIDE ELEVATI/ ,ti SEE 3/IL�3.13 FOR REAR ELEVATION 1 vOT To RF USED OR REPRODUCED IN ANY WAINSGOTT ASSEMBLY MANNER, FMCFPT LITH THF Op oti11` Pr N Date: 16 August 2000 Drawn b%: Checked by: MMS C11aN • WCTM •I wrw-w ADA SIM ELEVATOR EL IATIOM3 �.. soma Job Number: 99095 1 9 72nd Ave 13636 Sheet of: E,UP 2000-00266 46 of Be I 1 Construction `_� .� t - /August 2000 I3.3 5 Y ` Ty/A•w Ofh•OIh lA:N—A., Ip ,. 17 - 7 7 4 A. i C11 II I I I I I I I I I I t, ! II I III I I III IIIIIIIIIIII II111�11 Ij I �IIIIII III I I I I I VIII I )III II SIM A 1 I IZ IIS 14 IO 1 le IP ZI ZQ Z3 24 26 ae 27 28 2IA oIJ - t1kis Jy,e'�ti L , ., .. ,. ., .. ... .. • 5,:. MA ` J J e i "•r t d� y r a M MIM'h0V';q-' "I►, two - A pq 11111111m 01 .r.,•.,,,...,,,y .. °.+♦`"+MY'!¢Mo.e+� !f>•w•+oxti.wvR p . . Y, Keynotes 0-- 1 8'-0" PLASTIC LAMINATE COFFEE BAR WITH UPPER CABINETS, 9. PREFABRICATED ACCESSIBLE SHOWER 24 X 21 X 6 STAINLESS STEEL SINK WITH 1NSTA-HOT ZL IO.BENCH WITH PLASTIC LAMINATE TOP AND ENAMELED STEEL AND DISHWASHER PEDESTALS BY "LYON" OR APPROVED EQUAL 2 REFRIGERATOR 11. ALTERNATE X11 : FUTURE WALLS - CONTRACTOR TO BID MILDREN DFSIGN GROUP, P.C. 3. VENDING MACHINES BY TENANT AS ALTERNATE ADD (INCLUDE ALL ELECTRICAL/DATA IN WALLS) 4, 3'x8' TEMPERED RELI7E TYPICAL 12-ALTERNATE #2 : CONTRACTOR TO BID AS DEDUCT FROM ARCi{1ITCl'L'RF. �1'ACF PLANNING 5 3'x8' SC WOOD DOOR TYPICAL BASE BID (INCLUDE ALL ELECTRICAL/DATA IN WALLS) 11830 SW Kerr Park\�a�. Suite 325 6. WALL FLUSH WITH FURRING 13.PROVIDE 3" SOUND ATTENUATION BATTS AT TENANT DEMISING Lake Oswego.Oregon 97035 7 WALL FLUSH WITH SHELL WALL Q WALLS AT GRID 2, 3, AND 4 1503)244-0552 _ 8. WALL/q GRID 2 3 4 5 ( 5 7 T 244'-0" 75'-0" 25'-0" 25'-0„ 34'-5;" 29'-9j,. 9'-11i,. 12'-6" 12'-6" 12'-6" 12'-6" 10'-0" 10'-0" tt'-9a„ 01 / \ ("A - t C-' • T129 T130 T131 12 4 .5 4 .5 �.5 i FFI OFFICEMF2 FF FI FFI ' OF FFICE .5 T121 7122 T125 ' �T�IF?6 T127 T102 N 5 5 5 9.5 \ 5 T130 r131 .5 Z 12 �' n2e I - I *4j AS G�F'CtE T102 _ --_ 0j - rt2t r122 Ti24 7125 n26 Ti27 I 1 e \ F105 O iill O O I io F105 IRE FFI ' 12 13 11 T T i 3 TENANT t l1�'-' 11 T123 128 .. _. .: N .5 II 4 5 5 11 II I L- - �r TENANT tFUTURETENANT II 8 12 1. - - - - � 0 FOG I 120 4 .5 84B 9.5 4 - v C .0 ' `�i 0 _ lU - - 7 - r1o1 _ 4 5 r --- GENERA FF' E I �_ I v I: I I -- - 1-103 �, - ` - - --_I _ I - B4BB9.5 Pacific' "N V� CD -- ---� �- - - - ---- . Properties o 7t20 F106 T,23 I G I I I 1 T115 .I - �.� II Ujr _ II G \ nEEI.Q�11`� III F� T Sr t 9665 Sti' Allen Bled. - Str. 115 F104 11 III fi--- I MP TER FFI 0 4 5 II 5'-0" II 10 4108 5 4'09 1� A3 TYP. "4" 09 5 T132 3z 1 o Bear erton.Dreg n 9 i Oils A3 YPICAL I I 7133 - r108 T10 rt,p ►• V10 LENGTH VARIES I) T, 4'-Cr' - A -� T NANT 4 F T R TENANT II - y R T133 i TI t 5 F100 g T FI 4 .59-47M.5 r I � II T - i a *4n-9 103 I Pl lect -- - - ,L -� 4 9.5I 11 12 13 11 13 1 7110 9'-5�" 10' 11 ros errant 1 ' _ A3 II /� 11 �� 5 1 3 1'-3" GENERAL FFI �, r rYP. 1 4 1n I'0� ellleIlt I11 I 'TI 16) rn� rue Tits _ F102 F,O, - III rt,t not p I 0' T132 A 12 M II II rT107r,06 ttl� 2nd Avenue Q r Till TI Ttt; T114 ; � F RENCE FFI^ F II r 5 .x T111 rt Q4 Off Ice Buildi11 1 Q T116 .5 4117 .5 4118 .5 -;'-1 FU TLI FFI 1� U TU FF 2 % y, 5 4 9.5 F I F F FFI 1 A3 ri NF R N \J S1% 72nd A%( I I - 4 .5 11 NSR-9.5 o u-) Tt t 1 5 T112 B4899•5 4113 Tt 14 5 41 06 B4689- - Tigard. Ureg�:m 5 5 _ .__. F -- - - - - o - -- --- - H ROM - - -- - - - LUIVC - - 12 1 T107 5 t r r, G -- -- - - - - -- -- OWN - _.- - - -- -- --- - - _ _� - - --- ---- • F 6 Sheet 11t It 0 43 TYR. - First 15'-0V 12'-l" 12'-0" 12'-6" 12'-6" 10'-0" 10'-0' 10'- Ili- 11'-2j" Flom Plan General Notes Finish Schedule t First Floor Plan Finishes A. VEPIF'; AND CONFIRM ALL DIMENSIONS AND CONDITIONS. ROOM NAME _ 1. Carpet-CPT-3: Monuf: Design Weave • NO't,FY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START Floor Finish A4889 Pattern: Preston Pointe 0�' WORK. B. OCCUPANCY: B A. EXPOSED CONCRETE SLAB Q Color: By owner B. CARPET - CPT3 ,A, No.: By owner C. BUILDING SHELL C''"STRUCTION: TYPE VN ) trail �e��nd Installation: stretch over pad (SEE SHELL DRAWI S IZe�1�1on� D. MECHANICAL, ELE-- ICAL, PLUMBING, AND SPRINKLER BY C. LOBBY CARPET - CPT-1 SEPARATE PERMIT. D. STONE TILE - S-1 do S-2 (SEE SHELL D WING1 21 July 2000 E. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF E. SHEET VINYL ^ 11. Pad: Manuf: Nova Commercial 40 oz. Commercial grade pod Addenda I NOT LESS THAN 2-A:108 FOR EACH 3,000 SQ.FT. OF FLOOR F. VINYL COMPOSITION TILE - VCT-1 L 2 27J0 2000 AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO ®ase 336" METAL STUDS 111. Vinyl Composition Manuf: MEss n tial Commercial � AT 24" 0/C WITH GYPSUM BOARD Tile - VCT-1: Pattern: Essentials Addenda 2 EXCEED 75'. � Color #112 Pewter X1123 Wheat 3 1 August 2000 F. 100X SPRINKLERING TO BE MAINTAINED THROUGHOUT IN 0. NO BASE L31 .addenda :i ACCORDANCE WITH N.F.P.A. PAMPHLET X113 (BY SEPARATE 4. 4" RUBBER BASE - RB-1 (-- --� SHELL WALL TO REMAIN IV. Rubber Wall Manuf: Flexco Wallfloviers 4 de Ittc,dlflcatum PERMIT). 6. 6" RUBBER BASE - RB-11 G. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. [= __ _] PROPOSED FUTURE WALL Base - RB-1: Color: Black Dahlia H. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT WBII Finish No.: WF-01 • OFFICE AREA. A. EXPOSED CONCRETE Q 1-HOUR RATED WALL , B. GYPSUM BOARD AND PAINT - P-5 Q V. Paint - P5: Manuf: Miller C. VINYL (SEE SHELL DRAWINGS) Color: Lemon White ' X. EXISTING TO REMAIN No.: CW020W Fi..• h _ VI. Cabinetry Finishes: 11 11�/ THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C.. AND ARE A. EXPOSED ROOF STRICTURE NOT To eE USED OR REPRODUCED IN ANY • Vert. Surfaces: f L-1: Manuf: Wilsonart MANNER, E%CEP` WITH THE PRIOR WRITTEN B. SUSPENDED ACOUSTICAL - TEE BAR QNo.: 04 PERMISSION Of MILDREN DESIGN GROUP, PC C. GYPSUM BOARD AND PAINT - P-5 Color: White Sand Date: 24 Octo,hei 2000 :1 C-'" "4 height Counter Surfacer. PL-2: Manuf: Pionite PL-4: Manuf: Pionite I7ra�`n h�: Checked b�: ' 8. 8-0" 1 (Colors to be No. AB191 Suede (Potternl No.: AT981--S (Pattern) BK WEN1 9. 9'-0" selected by tenants) Color Blue Sandstone Color: Coriander Fiber _ 9'5. g'-6" Job Number: 99095.01 12. 12'-0" PL-3: Manuf: Pionite PL-5: Manuf: Pionite X. EXISTING 70 REMAIN No.: SG213-Suede (solid) No.: ST650-Suede 72nd Ave 13535 Sheet of,: N Color: Opti Gray Palomino 48oP20G 850268 2 o VII.Electrical Switch Manuf: submit Plate Covers: Color: White Permit Submit►lal - October 2000 TAI 3 a h .. � � CITIII I I IIII 11111111 I IIIIIIII I I I'll 1111111 I1 II11 IIII IIIII' 11II1I11111111I+III • IIII1I D II IZ I1111111I111111111 IIIIIIIIII IIII111111 IIIIIIIIII IIIIIIIIII IIIIIIIII IIIIIIIII III111111 III111111 IIIIIIIII 1 1 P.,.FF11 i»u 2I2 213 214 2�6 20 27 218 29 30 r . r ,t S' ' wMVIi"riFb••n •+ ,Y•-/"r«V .. !�M,"lRfi1}f♦t/M JrMt :1 A"•' 1� y Keynotes —` - - -- 1. MAPLE FACE WITH ABSOLUTE BLACK STONE TOP RECEPTION 9. q WALL/q GRID DESK, REMAINDER OF DESK TO BE PLASTIC LAMINATE - SEE 10. WALLS TO BE FLUSH DETAIL 6/A3 11. j WALL/� MULLION ��r�*•. 2. 10'-0" PLASTIC LAMINATE BASE CABINET WITH UPPERS 12. RUN G'(PSUM BOARD PAFi COLUMN MILDRENDESIGN GROUP,P.C. 3. 3'-0" x 8'-0" TEMPERED RELITE TYPICAL 4. 3'x8' SC WOOD DOOR TYPICAL ARC7ir1MLRI'' • SPACEPLANNING 5. STONE TILE -S-1 & S-2 TO MATCH LOBBY (SEE SHELL DRAWINGS) 11830 SW Kerr Parkway, Suite 325 6. CARPET - CPT-1 - TO MATCH LOBBY (SEE SHELL DRAWINGS) Lake Oswego,Oregon 97035 7. COFFEE BAR WITH UPPER CABINETS, 24x21x6 STAINLESS 15031244-0552 STEEL SINK WITH "INSTA-HOT" HOT WATER HEATER 8. WALL FLUSH WITH FURRING 1 2 (4� 5 ) ( F, ( 7 I 244'-0" 75'-0" 94'-0" —75 25'-0" 25'-0" 25'-0" A 3A'-54" 29'-91" ~ I • ` ` 3913 ` _ _ -_ -- ,�- �--��— -9-- -- -- - - ...,, ( B _ - _ - - - -- — - - -- - _ O71F u F V T207 T21 T2 M � 0 F 9 941389 T210 7 T207 I v I II 15._9„± 1 OFFICE ?z1S _ I O � T213 O r� 7212 <D ^, *�4 i 4 T206 0 r2oe ( _ _ -- -- j (L4� — 1 -_ - --- - T21t / T211 I ------- CONFERENCE CONFERENCE I 4 08 L� T209 Q 1 rn + �q 0\\net- I , A •; 10 '-� 1 Pacific NW N ProperMIII ie I I I G ' ' a 7 I 9665 S\V Allen Blvd. -Ste 11 Bea%erton.Oregon 97(10” • 12 ITING (g4 • 10 B9 1 -� E - �- — ----1- — — -- --- — — - — ----L- I- -- -- - 7.4 Pr, ject T2 3 T202 — 6 Tenant ;wOFFIC Qi 2 a I L OFFICE �j FF ^` r 4 205 Q T2oz — 3 a �; 4 18 4 16 linpl•�� e11�elltS i. T215 �_ 72nd Avenue �I ?205 _ T219 O - , Office Building r2o4 i Tz1� ; rzol aQFF1 �9 —ti 4 `. - Tigard,SW lCOr grnl I I 204 9 aaglg o' RzwQt w T201 T219 T220 F —r - -- -- -- — - 77F77_7- a I 8 Second r A3 Floor Plan TYP. Second Floor Plan Wall Legend Re\isions: I. 21 Jul, 2000 3 Addenda I 2. 27 Jule 2000 3J�" METAL STUDS Addcnda 2 AT 24 0/C WITH GYPSUM BOARD " �� 3. I August 20110 ' /3 SHELL WALL TO REMAIN Addenda 3 4 S3 midifications PROPOSED FUTURE WALL Q 1-HOUR RATED WALL N. �w1rt,J�'r,<`` t(' ,J�1`r't Y•f'Ia.1 + t"• r,. .,: ti y #, • ROUP. PC. AND ARE NOT MILDREO 6E USED GN OOR REPRODUCED IN ANY THESE DRAWINGS ARE THE PROPERTY D< MANNER. EXCFPT WITH THE PRIOR 'ARITTFN PERMISSION Of MIL OREN DESIGN GROUP, PC s A Date: 24 0 fader 2000 Dra\k 11 h\ checked h\ BK WEM Jrb Number. 99095.01 72nd Ave.13636 Sheet of: • BUP20004026e ee of Be PArmit Ri ihmiffaI - (wmKAr )nnn T A 9 iijk@ 7- Fk..'. 10 Io�L 1 IIII II II I� II i I II111 II I I I I II IIII VIII) IIIIIII�IIllllll1111111!Illlllll -_. �t11N� I I I I I I I I ' CIII I IIII IIIIIIIII II IIII111 II I I II I I IIII IIIIIIIII IIII :! r O 11 1! 1 14 1• I 16) IA 20 21 22 23 24 23 2e 27 29 30 L] v I Jill 1 "11111 low it . .:.. � V"q%0"w'"'r0 w'Mfr'"yNweL;w+Arhiev.HlM'++ M.,AMEII I�RMM�W+.4.W7MJYR�CHt f.!,., N. 11 TP, u M 11 t A MILDREN DESIGN GROUP,P.C. ARC1 11'1 FC I L RE - SI'A('F PLAN ISI�G ..,—,-_--METAL SCREW- -- - — -- — —^' 11830 Lak Oswego,,Oregon 970,315 Suite 25 PLASTIC LAMINATE FACE - PLASTIC LAMINATE FACE -- PLASTIC' LAMINATE FACE (ATTACH ro , � 15031244-0552 . COUNTERTOP AND SPLASH COUNTERTOP AND SPLASH COUNTERTOP AND SPLASH DECKING OR � (COUNTERTOP COLOR TO BE - MULLION JOIST AS REO'D.) � /� � ---GYPSUM BOARD SOFFIT i-L'�-GYPSUM BOARD SOFFIT j SELECTED BY TENANT) (1) #14 SCREW- X112 WIRE TO FOP TRACK A7 �` GYPSUM BOARD SOFFIT 1 4'-0" O.C. NOTE: PROVIDE 1L- 3�"x25 GA. DIAGONAL ADJUSTABLE SHELVES ADJUSTABLE SHELVES - ADJUSTABLE SHELVES KICKER AT 12'-0" O.C. FOR 1 ERECTION (ALT. DIRECTION); - - -� TIGHTEN WIRE AFTER WALL SEALANT TAPE �. IS PLUMBED R WASHER 16 GA. SUSPENDED CEILING c a ALUMINUM BRAKE SHAPE x 4" x 3" AT SCREW �, \ 1 1p s L 1 - - _ -_ __ ___�___ _ TO MATCH EXISTING SeSTEM J CASING BEAD �F10 SCREWS GYP BD A7 EACH SIDE �J � 6" DEEP SINK . 6" DEEP SINK v I 6" DEEP SINK n f- SE - _,_l•L_-.. MAXIMUM -- - ---u-- -- MAXIMUM 0 -----_ MAXIMUM -INTERIOR OFFICE WALL SECURE TO STUDS WITH TYPE -- I 'S' SCREWS AT 5"-7" O.C. /� ACCESSIBLE DISHWASHER - - - � � - - -1 `--�r - '�- - f j9'j -- in 3h" 25 GA METAL STUDS , I -� I / I OMA- At K 17 .--� - ;� AT 24" O.C. � � � 6 Z � � � � _ _ - _ _ - � • � ,�-t7�-,� • v N i.1 Z N 1v Z N N Z — I _• ----------COVE RUBBER BASE � DOORS ONLY A7 ACCESSIBLE � - � \ - \ \ I / OF DOORS ONLY A7 ACCESSIBLE DOORS ONLY AT ACCESSIBLE BOTTOM TRACK 70 SLAB WITH SINK; NO BASE OR SHELF; / SINK; NO BASE OR SHELF; ` SINK; NO BASE OR SHELF; POWDER DRIVEN ANCHORS A7 ' INSULATE HOT AND WASTE INSULATE HOT AND WASTE INSULATE HOT AND WASTE PIPING; CONTINUE FLOORING PIPING; CONTINUE FLOORING PIPING; CONTINUE FLOORING 4'-0" O.C. �'-b" 2'-6" NOTE:- . _6., AND BASE UNDER SINK AND BASE UNDER SINK AND BASE UNDER SINK CLEAR MINIMUM CLEAR MINIMUM LENGTH OF COFFEE BAR VARIES, CLEAR MINIMUM MINIMUM CLEAR SPACE WIDTH MINIMUM CLEAR SPACE WIDTH FIELD VERIFY MINIMUM CLEAR SPACE WIDTH ALLOWABLE IS 2'-6" + -- ALLOWABLE IS 2'-6" - -- ALLOWABLE IS 2'-6" Partition Wall at Suspended Ceili 2 Coffee Bar Elevation ROOM T107 3 Coffee Bar Elevation at Second Floor _ a Typical First Floor Coffee Bar Elevation 5 Wall at Mullion A3 TIBIA O., A3 T3D"-1 -0" A3 T3DA 1'--0" A3 T3DB112"-1 -0„ 3„ „ -n ^�+ REVEAL, P-LAM - -- — - - PLASTIC LAMINA7E FACE / COUNTERTOP AND_SPLASH "ABSOLUTE BLACK" STONE -- COUNTERTOP GYPSUM BOARD SOFFIT _ CONTJNUOUS LIGHTING -BLACK STONE COUNTERTOP MAPLE �,1 J- 0%%tier MAPLE VENEER FACE VENEER FABRIC WRAPPED HOMASOTE 1 _ PANEL Pal„ �f is i ,T� 1 1 DIVIDER BEYOND - SEE _-_--- V, LASTIC LAMINATE COUNER70P _ ELEVATIONS Properties AND FACE -'VORK SURFACE, P-LAM E - Crr - -- — - �= - - - - -- - — - -- - DIVIDERS VERIFY LOCATION AND NUMBER WITH TENANT FACE, P-LAM 9665 S\% Allen Blvd. -Ste. 115 . I i Bear ert�Tn.Oregon 97 005 J_-- -- MAPLE 1-PENCIL DRAWER WHERE 11---. --- - --- • -----_-_ - VENEER ! I - ------ ----__ ,' ----- - - --- --- - -- -- REQUIRED - SEE _ - -- -- -----�-- - - - - - - - ELEVATIONS. PROVIDE +. - --- SOLID FACE WHERE NO I n , —`T--- DRAWER d . . . Tenant - --- -- ---END PANEL BEYOND "OTE: ADoUSTABLE SHELvES Improvement � --P LAM VERIFY LENGTH OF CASEWORK - --- � 72nd Avenue Reception Desk Elevation Reception Counter Section _ 8 Work Room Casework Office Building A3 1902 A3 19a3b A3 T3DC 72114 Ave • Door Types Tigard,Oregon Door Schedule Door Schedule (CONT'D.) NOMINAL SIZE FRAME DOOR HARDWARE REMARKS NOMINAL SIZE FRAME DOOR HARDWARE REMARKS MARK WIDTH HEIGHT THICK. MAT'L FINISH M� T'L FINISH TYPE GROUP MARK WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP TWO 3'-0" 8'-0" 1-3/4" MTL FF SC S7 A 4 F101 3'-0" e'-0" 1-3/4" MTL FF SC ST A 4 T101 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 F102 3'-0" 8'-0" 1-3/4" MTL F F SC ST A 4 7102 3'-0" 8'-0" 1-314" MTL FF SC ST A 4 0 F103 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 �IIL'(t I rtl( T104 3'-0" 8'-0" 1-3 4" MTL FF SC ST A 4 F104 3'-0" 8'-0" 1-3/4" MTL FF SC S7 A 4 T105 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 — F105 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 Details T106 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 F106 3'-0" 8'-0" 1-3/4" MTS FF SC ST A 1 DOOR SKIN & FINISH PER SHELL SPEC, T107 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 �" FRAMELESS TEMPERED GLASS T108 3'-0" 8'-O" 1-3 4 MTL FF SC ST !�_ 4 � DOORS T109 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 T111 3'-0" 8'-0" 1-3�' MTL FF SC ST /A 4 LEGEND T112 3'-0" 8'--0" 1--3/4" MTL FF SC ST A. 4 FF FACTORY FINISH T113 3'-0" 8'-0" 1-3/4" _MTL FF Sc S7 A 4 T114 3'--0" 8'-0" 1-3 4 MTL FF SC ST A 4 MTL METAL T115 3'--0" 8'-0" 1-314 MTL FF SI.; ST A 1 DOOR SKIN & FINISH PER SHELL SPEC. SC SOLID CORE, BIRCH SKIN WITH MAPLE FINISH, TYPICAL UNLESS NOTED OTHERWISE 0 T116 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 ST STAIN 3' x 8' SC 6' x 8' SC T117 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 A 0 B T118 3'-0" 8'-0" 1-314- MTL FF SC S7 A 4 T119 3'-0" 8'-0" 1-•3 4" M fL FF Sc ST A 4 Hardware Groups T120 3'-0" 8'-0" 1-314 MTL FF SC ST A 1 DOOR SKIN & FINISH PER SHELL SPEC. T 21 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 4 T122 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 Quantity Item Manufacturer Number T123 3'-0" 8'-0" T-3/4 MTL FF SC ST A 1 DOOR SKIN & FINISH PER SHELL SPEC. Rei T124 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 1 Group 1 � T125 3'-0" 8'-0" 1-3 4" MTL FF SC ST A 4 I. 21 July 2000 T126 3'-0" 8'-0" 1-3 4 MTi_ FF SC ST A 4 Addenda I T127 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 2 pr butts Stanley FB13 179 4-1/2 x 4-1/2 2 27 July 200.1 T129 3'-0" 8'-0" 1-314' MTL FF SC ST A 4 1 lockset Schlage SPARTA D53PD - \ddenda 2 T130 3'-0" 8'-0" 1-314 MTL FF SC ST A 4 1 closer LCN 4110H j I August 2000 T131 3'-0" 8'-0" 1-314" MTL FF SC ST A_ 4 T132 3'-0" 8'-0" 1--3 4 MTL FF SC ST A 3 1 stop Ives 404 -\dcicnda ;� T133 3'--0" 8'-0' 1-3 4 MTL FF Sc ST A 3 1 set Basketing Pemko S88 4. S;3 Flnxilfl(•atklTlr T201 6'-0" 8'-0" 1-3/4" MTL FF Sc ST B 2 Group 2 T202 3'--0" 8'-0" 1-3/4- MTL FF SC ST A 4 T204 3'-0" 8'-0" 1-3/4" MTL FF SC ST A 4 T205 3'-0" 8'-0" 1--3 4 MTL FF SC ST A 4 Y PP T206 3'-0" 8'-0" 1-3/4' MTL FF Sc ST A 4 0 Door hardware b Door Supplier T207 3'-0" 8'-G" 1-314' MTL FF SC ST A 4 Group T208 3'-0" 8'-0" 1-314" MTL FF Sc S A 4 _ TfXSE DRAWINGS ARE THE PROPERTY OF qj. T210 3'-0" 8'-0" 1-314" MTL FF SC ST A 4 2 pr butts Stanley FBB179 4-1/2 x 4-1i2 M,L RE BE USED GROUP.REPRODUCED IN ANY t 1'. T210 3'-0" 8'-0" 1-3 4 MTL FF SC ST A 1 DOOR SKIN & FINISH PER SHELL SPEC. 1 1 lockset Schlage SPARTA D40S WANNER, EXCEPT WITH THE PRIM WRITTEN s ' T211 3'-0" O'-0" 1^3 4 MTI. FF SC ST A 1 4 g P,-RMISSION OF MILDREN DESIGN GRfNIP, PC T212 3'-0' 8'-0" 1-314' MTL FF SC ST A 4 T214 30-0- 8'-0' 1-3/4' MTL FF SC ST A 4 1 stop Ives 4(W Uatr: 24(kt+rllrl 2111111 ;. T215 3'-0' 8'-0" 1-3 4 MTL FF SC ST A 4 G%_"4 Dra%%n b% Chucked b� T216 3'- " 8'-0" 1-3 4 MTL FF SC ST A 4 _ T217 3'-'0" 8'-0' 1-3 4 MTL FF SC ST A 4 fih EM 219 3'-0" 8'-0" 1-3 4 MTL FF Sc ST A a 2 pr butts Stanley FBB1794-I/2 x 4-1/2 g 1 latchset Schlage SPARTA D I OS Job Number 99095.01 a s 1 stop Ives 404 72n.' Ave 13575 Sheet of! r '100-00288 N 49 n1 88 0 a Permit gi IhmiffaI - ne-fnhor 7nnn T AR 777 CITI I I 1 I I I I 1 I II I I II 1 II I '1 I If)ul1 III 11111 IIIIIIIII III VIII null n nll�nn nu�lnl tllllun IUI�1Illlun lul I I t 1 t , Iii liii 10 11 1t Ila 14 Is 117 1• Is o 21 22 23 4 1 ale 218 127 28 219 ' 910 _ , I p ' ( kll l y o N 1 IJ , �i.. � N I b 'i i �T t✓M + ti 1 " � r .,. ... - „ a ' , - y4 , AGS.-� • , r .. • M, I � , 1 I I MILDREN DESIGN C-GNULiN. f'. .. II © i 14 •;t 244 1 84. r-------t r_ i ® T"_- ---------------------------O __-_ _j L--------- --� -+----+1-----------.��------------------------------------- --•-� LTJ ® ® 1.1Li � NI, I� 11trr. l ! i +� r 1 I ® V �.-,. O � i• d1r-�--------------------------------7-_.-------------------------_____ _..___-_ ------------------ I I I �I ----- --.. ._. _------------ ----------- --`- -------- -- �-- ------�-� •'- - _ ..-- ---..__ - - --------------- 16 . __--- ----- J d1 O -- --'------J TYPo _ I o --�- I d V O� 105 TO EL + 0' BELOW I - , u 5 .j O FINISH FLOOR I Ih 7 U1x1O. , 1 1 .+ / TIT 64' 64.1 'YP A+Nt71e►M I I 1 ' � I I 1 _ ��. It � i---------------- <r �-�r �.J�l�_ i I L. i � i 'SI�IlIO1c�T`'P. L � �•/ 1. 3 ! L/ -�© '------ ----- Oi I ,CiiiG�'.., t n �• - 1 I C I I I 1 6 I_ I l9 I ' 1• I �' I ' ' I � I C11x70.1 .. ! 1.- 1.. 1 e ___ j I I V+'_'-•� I , rj1115- I 1 1 I I --- ----�! I i I - Cbx'lJ I n CA 4 I ffI_�I i `✓ I ------------- I ^" TOF4EL 4'0• BELOW 2 FINIS'+ F OR 3 AT BMW QrJe • � `-' , � •.e A'15071-9" ------------ �,vo 1 i OF N1 PMtELA AT ---------T--'� ° ! �4.F,,y�y a-vr�� i I I < E - - 1 I I I 3 I I I ... ,_� r.w;a a. --- ------ 6>_. . .... ._ A 1 0 o )JLj I I , ! 4 1 O F EL 3'-2. 9ELOW T C r EL 5•4• BELOW F CINKN FL 00F FINIS FLOOR j B 1 ' 5TEP FOOTING \ Tyr�• STEP FOOTING I ' 1 --___------------------------� ----------------------------- +ti-------------------+--------------t r-- - — -- -- - -- -- - ---------- ------ ----------------- - - -- --- ' _-_-- --- --- -- -- 1 _� } iL ------------------------ ------------------------------ i -----�---•- I ---'----- - -- -- - - -- ---._ -_.-------- - .._...----- - --- --"____._.---: ____------------ -----.__..--^- ------ a _ GP ,' E _/ � ® 16 16 8 ® '' r E 0 BEL _ -I -------------------------------------------_------+ _ +--+ ----- - ---------------- ------------------------ ------ � r0 ISS F:OOp I ' 6A .00 V -------------- --- ----------------------------------------- --------- ----- ---------------------- -------- 0 4llllp �- Sr° 5 M c_yr°=0r�"a 4 sa I' Tyr 13 ---- ------- _ __ - ---- - ------- 54' 1 FOINDA?ION PLAN , _cam 6 K= :_ �'.�cew� :;CN-`I— RJ2.i a�Tl�;ac SCALE: k" • P-D" er "_0�,. .0�' E 1(M7R�M4 �Ov'4ct 5,A5 CN GIP4 E •A f . C �C AC _4' - � �,?,:.°r-'�� ^G<FAQ ::C•.�i5� p , . 4 SGzv.,��" 5..A;►CA. �'_-..:� a' S_4E .•;'ti" �`c�5=-" GENER+4L NOTES ,c' �-roc-. 4 SPECIAL INSPECTION (CMINE L1A�lC1.LNJ TAL ,, t OREGON S(R1ICTURAI SPECIALTY CODE, 1998 EDITION 6 SAS,.::. ' ,�. ..,r SE_ ,,_-4.,. 3,5•y E VISUAL INSPECTION OF ALL STRUCTURAL WELDING, EXCEPT WELDING DONE IN AN I. SEE GEOIFCHNICAL REPORT REGARD% FOUNDATION AND I WIDE FLANGE MEMBERS TO CONIORM W1lH ASTMI A572. Fy=30 list SUBMIT SHO° ORAIYINGS TO Al! FOR APPROVA; pk ;r 4,�q!LA'i,% - . a APPROVED FABRICATOR'S SHOP UBC 1701 1 TYPE OF INSPECTION I5 TO BE AS SU5--GRADE PREPARATION 2. TUBE STEEL TO CONFORM WI7� r rN F ITr '-'^�K:\9,-A5 'C a x'•b 5Ga,A w �s< j ( ) ASTM A500, FY-46 ►s 0>< E U..OW NG N5 FOLLOWS. 1 BOTILIV Of FOOTINGS TO BE A 11MAUAV Of 18' BELOW FINISHED J. MISCEILAWOUS STRUCTURAL STEEL TO CONFORM 0 'H ASTM AJ6, - SINGLE PASS FILLET WELDS <= 5/16' PERIODIC GRADE Fy-36 ks', f0YLESS NOTED OTHERWISE. i CONCRETE MIX DESIGN 4 ROOF DEAD !ORD IS PSF - FILLET WELDS > 5/16' CONTIMMS 4, PIPE COLLOS TO CONFORM WtfH ASTM A5J, GRADE B 1 CONCRETE REINFORC;NG I SNOW LOAD 15 PSF + DRIFT - PARTIAL AND COMPLETE PENETRATION WELDS CONTINUOUS 5. BOLTS TO CONFORM WITH ASTM AJ25 UNLESS NOTED AS AJO7 A325SC J EW3FDDED STEEL TEALS. FLOOR LONG 100 LL l.�CsF�ID: - _ - All COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASCWICALLY OR BY USING TO HAVE SNAP-OFF SPI-INES OR TENSION !HOICA!ING WASHERS, 4 S!R4,U.RA' STEE, L WIND SEISMIC 800 MPH J EXPOSURE B ANOTHER APPROVED METHOD. I, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, 6 STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS WITH OVERSIZED, 5 ROOF JOIS'S AND GIRDERS CJ St_ E %CEt� GN 0-EN1,15 3000 PSI TYPICAL, OF SLOTTED HOLES 6 FLOOR ANC Poor DECK '7=�rix-vi t SOIL BEARING 2500 PSF ALLOWABLE F PERIODIC INSPECTION OF HIGH STRENGTH, BOLTS VERIFY TENSION OF ALL SLIP -3500 PSI SLAB ON GRADE AND TILT PANELS U.N.O., 1 WELD STUDS 10 CONFORM WITH ASTM AIDE. PIECES SHALL BE ?. EXPANSION ANCHORS BC' _=c'lTOM ! k mazow CR I T I CAL BOLTS PER AN A I SC APPROVED METHOD. AUTOA T I C,AL l y END W[1.OE D WITH MANUFACTURERS APPROVED 1. G. PERIODIC TESTING OF EMBEDDED STEEL PLATES A WELDING OF ANCHORS S STUDS. 7. MAXIMUM SUMP J' PLUS OR MINUS I' EQUIPMENT, DO NOT PAIN! AREAS RECEIVING WELD STUDS c I. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS J MINIMUM CEMENT CONTENT 517 lbs PER "ARD 31000, 564 Lbs PER YARD 3500 8 WELDING TO SE .PERFORMED BY CERTIFIED WFLDERS USING E70XX NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 1. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, MIXIMUM 20 PERCENT FLYASH CONTENT iN CEMENT. ALL MIXES CONTAINING ELECTRODES IN ACCORDANCE WITH AWS STANDARDS MINIMUM WELD ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH FLYASH OR LESS THAN MINIMUM SPECIFIED CEMENT CONTENT TO BE SUBMITTED J/16' FILLET UNLESS NOfE-D OTHERWISE ONLY PREQUALIf!Ev TEST IS COMPLETED, WITH SUBSTANTIATING rCST DATA IN CONFOMMANCE WITH ACI PROCEDURES. WELDING PROCEDURES SHALI BE USED. DO NOT PAINT AREAS 'C • 2, THE CONTRACTOR"I IS RESPONSIBLE FOR THE STRUCSTABITURE A OF THE PROVIDE 5% AIR ENTRAINMENT AT TILT PANELS AND FLAT SURFACES EXPOSED BE WELDED. STRUCTURE DURING CONSTRUCTION THE STRUCTURE AS SURE T J. PERIODIC SPECIAL INSPECTIONS MEANS THAT THE SPECIAL INSPECTOR IS ON SITE TO WEATHER. NO CAI CIUW CHLORIDE. SUOMIT MIX DESIGN 14 DAYS PRIOR TO 9. ALL STEEL TO HAVE SHOP CWT EXCEPT AREAS TO RECEIVE WELDING, THE "I NGS HAS ONLY BEEN DESICNEU FOR STABILITY !HOER IEE AT THE TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL PLACING CONCRETE WELD STUDS OR AJ255C BOLTS. COMPLETED COPOITIIXN INSPECTION IS IN COMPLIANCE, CONTINUOUS SPECIAL INSPECTION MEANS THAT THE 4. MINIMUM CONCRETE COVER 10 STEEI FABRICATOR TO SUBMIT SHO' ORAWI NGS TO A/E FOR RCVIEIW J. CONTRACTOR SHALL COORDINATE SEISMIC BRACING FOR MECHANICAL AND SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING TETE WORK REQUIRING -CAST AGAINST EARTH..,• ,, ...... . .,..J• CLEAR, PRIOR TO FABRICATION � SPECIAL INSPECTION (UBC 1701,6.1) -CASE AGAINST FOMIS AND EXPOSED 10 EARTH ..... ...... 2' CLEAR, II. STEEI ROOF DECK TO BE 10 GAGE TYPE N CONFORMING WITH ASTM A446 TO THE EQUIPMENT ANO PIPING O SH THE STRUCTURE. COMMOTION 4, ANY MATERIALS N}ICH FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY -EXPOSED TO WEATHER....... ........I-1/1' CLEAR(I' AT PRECAST), UNLESS NOTED OTHERWISE. (4) 1/2' DIAMETER PIDDLE NELDS TO ALL tI TO THE STRUCTIXtE SHALL CA7NMspM1 TO SHEET IETAL AND AER CONDITIONING BE BROUGHT TO THE ATTENTION O' THE ARCHITECT AND THE STRUCTURAL ENGINEER. -NOL EXPOSED TO EARTH OR WEATHER................. J/4' CLEAR, SUPPORTS PERPENDICULAR TO DECK AND 12' OC PARALLEL TO DECK, CONTRACTORS NATIONAL ASSOCIATION (SWICNA), OR AS DETAILED ON FOOTINt'a SCIS E 5. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EOIMALLY TO All BIDDER DC51Kr7NED 5. PLACING TOLERANCE. EIU110N PUNCH SEAMS AT 12' O.C, UNLESS NOTED OTHERWISE. LAP -----�-�-�--•� MEQNNICAL ENGINEERS DRAWINGS DESIGNED AND STAMPED BY A REGISTERED ENG*u �;�'.- DEPTk .ONG!TU;.INAL. '1IRMSY`RSE COPOENIS. •flU5 OR MINUS I/4' iY°TORE ENDS ?' MINIMUM OVER SUPPORTS, INSTALL SHEARTRANZ AT LOCATIONS *rpE EF."'AI�c.S ENGINEER LICENSED IN THE STATE OF OREGON. 6. INSPECTION FOR PREFABRICATED CONSTRUCTION SHRILL BE THE SME AS TETE MATERIAL -PLUS OR MINUS 112- FOR TOP BARS IN MEMMOFRS MORE THAN 8- INDICATED, MINIMUM J SPAN CONTINUOUS, ` u RE 1^E•OwrG TS6 U UN USED IF THE CONSTRICTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT THIOL. 12, STEEL FLOOR DECK TO BE 20 GAGE TYPE JW CW0FIMING WITH ASTM A446 A a b 9 E I' 6 (0,:%X13-f < !%x9-c BE REQUIRED OWING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE -MINIM AI J/4' CLEAR 8FTWEEN BARS UNLESS NOTED OTHERWISE. (4) 1/2' DIAMETER PIDDLE WELDS l0 ALL g GOrtt 3-6 I-8' 163116 CaF1' A' TOR' •i • 1'•3 GG CONSTRUCTION AND FURNISHES EVIDENCE O• COMPL IANCE 6. REINFORCING STEEL. SUPPORTS PERPENOICUI.AH TO DECK ANO 12' OC PARALLEL TO DECK rbIf* GOA' AT U30' TO- 4 BC'. 1. THE 9WIIED SPECIAL IN'SPFCTICINS SHALL FIE PER!'"D BY AN 1NDFPFW[NT -DEFORMED BARS ASTM A615, GRADE 60, BUTTON PINCH SEAMS Al 12' O.0 UNLESS NOTED OTHERWISE. LAP —' SPECIAL INSPECTOR PER SECTION 1701 1 OF THE 1997 i1NIFORII BUILDING COIR' ENDS 2' MINIMUM OVER SUPPORTS, MINIALM 3 SPAN CONTINUOUS, G O' 9EE DE AIr 16/64.FORIR�tNFOk'LtNG iPFf7RL`!A'i0� -NEEDED BARS AS1Y A7lM, (UBC) ANO THE 1998 OREGON SPECIAL TY CODE (OW) FOR THE FOI LOWING 1 TE16 -41ELDED WIRE FABRIC ASTM A185 IJ OPEN NEB STEEL TRUSSES TO BE BY VULCRAFT CORPORATION OR SJI � A-Q; 4 •c I-m' B,05x3•E 15!5x3-E I STRUCTURAL OBSERVA T I ONS BY THE ENG I NEER Of RECORD OR HIS REPRESENTATIVE 7. ALL HOOKS TO BE IN ACCORDANCE WITH AC i 318, CHAPTER 7, EOU I VAI ENT APPROVED BY ENGINEER PRIOR T BID ACCEPTANCE. A. CDRVT!MX�i/5 LIININC TIME TAKING (X CONOYRETE SPECIMENS AND PLACING O SNAIL BE REQUIRED AT THE FOI.!(JN'ING STAGES DURING CONSTRU!'71ON. S. ALL SPLICES TO BE IN ACCORDANCE WITH ACI 3118, CHAPTER I?, SUIBMII SHOP DRAWINGS AND CALCULATIONS STAMPED BY ENGINEER LICENSED LOMORL TI PE.i I C I NSPI(;TION CIF RF ILMI ORC I NG, VF R I F Y RE I NF OX;I NO 511f, IN THE STATE O OREGON A PRIOR TO TEE INSTALLATION O ROOF INC MATERIAL CLASS 8, (AW ESS NOTED OTHERWISE PLACFALNI, A GRADE 14 FABRICATION AND EREClIl1N SNAIL BE IN ACCOROANCf WITH AMSC R PRIOR f0 PLACEMENT OF CONCRETE ON FIOOR DECKS 9. EXPANSION ANCHORS TO BE ITW RAM%T OR EQUIVALENT APPROVED BY � B. ROE, LEND DURING THE INITIE SPACING. O ANDftCXR 80t TS INSPECT SRIF O C PYIaR TO PIACEMFNT OF CONCRETE FOR III T PAW IS ENNGINNFFR PRION TO INSTAIIAIION SPECIFICATIONS • C12 T, lfNCiD, HOD(, ARID I TIE INSTALLATION 2 THE CONTRACTOR SHALI, NOTIFY THF ENGINEER O RECORD Al LEAST 48 HOURS IN = C. OQYTINUDUS DlAP1NC THE INS1ALlA11AN O At[ ADHESIVE ANCHOR'.; ADVANCE O COMPlE11ON O- fF[ STAGE R101J!RING Sllf OBSERVATION. ' INSPECT HUOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER !(MO REPORT. J IF~AOO►ilOAl SITE VISITS OR DESIGN MORK IS REOUIRfD BY TIN- cNGINFER y D. CONTINUOUtS DINRIIM; TW INSTALLATION (JE NOTED EXPANSION ANCHORS BECAUSE OF INCOMPLETE OR UNACCEPTABLE PCIRK, TOE FNGIMIR SILA11. Rf M INSPECT HOLE $IZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICSO REPORT. "01MM1T11RSEU FOR ALL TIME AND EXPENSES INVOLVED t� • A. 72nd.Ave.13e3e tr, ! � � BLIP soot ee �� I Construction met August, . - _ +•Mnww:,w .. <, ._.'• NrM11iIMlr++eo+wrw' llOrNJITY�TII� CRt 1 I II ►� I I tl t�I tl,InIIIIIulnneulnllullllllll 1 nt 1 t t u�utun�ut All .la 1 le I to IA 20 21 tit >Z3 !4 !D �l Q7 >�A QIO 370 t0 1I 12 13 14 r g 4 r a�; • t Z. t kit ,, c t a , 110 4 Opp I on III a _ • .77m , YI Rt ,1 4 Y l - I,o„ W.W. 291.,11 34-54" 29' 9 25-0 15'-0 1b.0 � v k � E' '! I_ _ ' 30 GAGE TYPE —. , ... � I � ILDRE �SII. � (, C W KAY I..l I' () �M U I I I I•47 ,I 'I,, I :�� `. �, , • �r:l •.' �;�r}. .gid! :.:w•> 104 91_21 i5 2 fR - ------ - -- --- - I -Cc" 9-2 - ID•D_ I - -- � I c1 Uf 15,004 A 3 I I I I l L.- I ' rEXPIRES 12 '31,.'''__, ` I 34VFs 9 02K O - a.x -I2.1K - 1.5+c 5�c �5K )-� ' I "K31 wax10 6 OKI 4 Bx P V IJ16A� I I _ _` I I 8 LLOx6m \ (D 3 It CLIMO -02 G7u2fLl l i I 1 . I 34VG4N46bK 34 K � 34 81C W II I ( 16 34VI's3W►5MC I 0 C 3avGN46 6�C i I I . . —`K WMIXV c 3)EGL SPACES (2)EA SPACES �!1 ED.6PE6 ACz i 3 EQ SPACES c j �� ..5 I I 24. r 5K � � 1 I,c.l: I I I L .\< V (3)Ea SPAM i g I 9 g i 5'S :OK: S.AE ODEQ 20 5A ' I I I OL 3,.:C7"!';)5..E DECK t 11 - I 7Q p 3 Of I I 4 "f CURVED WI2xM 20 GAGE T`DE t N' *DECK " 6-0' F 6.0 6'-0' b-0" + I i �y�� 2 o1ALG • KEYNOTES: o l STEEL JOISTS ANC GIRDERS 1i 6x5 XL:) 5-J✓5 0 12 OL C .JOE--ANGLE EX^RA _04)5 T-.'t4`' JI 'C'.: 4," -OA:*ARE TCRc-r'_ALF BA :.CA:,1S ' �,t`�I�� ►11 3 1 (i !t 1. 2 '0c CF 5EA."A'50-'O"OF DECK . - s•EE. :os-s eEaRING 5E:•-s•.,... BEs -r,_--C.:.: � 1 i • ) i 11 111�? �''�� : I 3 QXOLE JJE.D CEJG'y.EDGER 0 9 Cr •- 3 FEE.JOIS'S'0m'--CPV d*5EARN6 SEA-5 5-4_IW 9'R 'W t;c A. '_*45.:r OR CC>"WS6V%_OA^•Zt. *0.W4-- OR 5E;Y''� _:'4:: ':C1MB\A'Cti5`EQ ..B: A.. Jo!S'S 41C G-lCfe 5"A_ 3E CA045�E 07 5.EP=0R'%6 L,^50 .E �0,- _^,Ar: • AN`'L►•ERl: ALOAG �-� '^':;..CQ.'.' e>r.: :.2aQ' _e a,�• _Jt:. Ah+ •.�� :w:wi- • ; BO-'Cr'C► C �v CO''B'hA'0'` » -•:E :c5 -� _CA 'i 5-aA 0", OT4ER NO'E5. i (3)b 5. 'ESKdv J015'tOR'"AX"L�'1 QA40'0'4. .OA:, '.)ET_EC'Jti ? 6P._Yfi _C•:: ._' LEGEND: *G.4 •rte : ��rx 35-0" e f2 (2) 3"O.C.- �) TYP.UNO. (3)'8 - Tl'P - (2)'es TO END OF"I ,- Ul1.9 bx6 UIL1M. (2)i FULL LENGTFI OF SUILDWs 1 (3)46 See f _ u- � p.oM FEW-(MNG Mar mam ut !lckro RTA 12nd.Ave 13635 f3UP2000.00268 51 of ee construction - ug � f r t August, 2000 . `,� low cm !illi � � I I � . . ,II I b I 1 A4101 L1 em I2 1III ILII II IILII�111 II I 1 Illi10 II Iu2lt�0Ilu Iuu21 IIn22t111 Iu2n f3un I Ii 24 � 25 210 217 2I8 29 3'U - ~ L. K N d. t •t '{5 11 1 3 4 5 6 1 9 f0 1s'-0° - - �'-0 -- �'•0" ------- �'- - - - 34141411 - -- ---- ----- M' — -- - - -_ �5'-0'' - - -- - - 15-0" - - - 15' 0" - - - MILDREN DrSIGN GROUP, P.C. - - >.RCIIFIRAUNI • til'AL'F PIANNING I I I I I I I Ib3O SW Kerr Park. a�,Some 325 Lake Oswego,Oregon 91035 (503)244-0552 ;'1f'gban Associate., Inc. 9320'-;.W. Barbur B1%d., Ste. 175 Boo EL 29'-, 1/4" �,ou L 20 , 1/4' PFu-Iland,Oiego n 97219 1 I (5031 244 2450 Q B O D EL 29'-0' I A ' BOD EL 29 0" B.O.U. EL 29 0" in in a PIN of 9,404t, 9'-2kl"\ `fit, t, 5,.y1 br.ell gr-10 iR �f 3 2" to.e 5,,Z1, 6r -yrr ern yG ..� `` � •: � , y' �►' �� roe '? � SAK1 - - - �EXPIREB: 92/31/01 C - — - bo. TYr. 01,5'-9)f1z r—1 I 0• 34VCa2N39 I4' 'K 34VG3NI97C i ( _ -- _ _ 3 • T1P I�4V1'sN6iK D D 4 _n- -3 - MUM BOD El V-3- g 4(24 4 0 11111110w: I P2)111A VAM (3)Ea 8PACF5 ------ - -IIII !)EQ Q"AM C E - / O\%ncr � ` � E �. 0.0 EL Pacific NNS' Pry ei•t ie> O- ® 3 �~ 9965 ti W. Allen Bhd Suite 115 E ?O GA T1'I°E ir'DEOC ., � �. Beaverton.(.)regl,u 970i1S 14 , 1lPt P F B.O.D. EL 29•-0B.O.D. EL 29.-D" . , : . OD EL. 29-0B.O D EL 29'-0' 72Il ` velltie IIII G B.O.O EL 29'-1 1/4• O D EL 2p'•t t/4 Off ice — BuiIdIIIcy KEYNOTES. 0-i-, JOIST LOAD DIAGRAMS STEEL JOISTS ;'WD GIRDERS i KK)�, \'1. 72nd A\enue L SHEARiRMIZ THIS LOCAi ION FULL DEPTH OF BUILPW& I. EXTRA CONCENTRATED LOADS ON TRUSS GIRDERS ARE INDICATED AS/ •KIPS. Tigard,Oregon A�,�1�V �y A,' D LOADS ARE TO REPLACE BASIC LOADS. i i�CXI "IA ZING f V� 2. T53x3x%CONT. 6.8K DL 2. STEEL JOISTS BEARWI SEAT SHALL BE K"NIGH'YPICAL. 3. Li k/ft ADDITIONAL LOAD ON GIRDER BELOU MEC-1ANICAL UNIT. 219 PLF SL ECAL.E tr" ■I'.0" 2b6 PLF SL % i. STEEL J0181'9 SHALL BE DESICtNIED FOR 60 p1r NET UPLIFT LOAD. GIRDERS 9H.4LL 8E DESIGIIIED 4. ROOF JOIST CONTIN)OUS UDDER CO CO"RETURN TO � FOR«I NET UPLFT LOAD. 1 GILD D OR F. 139 PLF SL 935 RF DL I 156 PLF SL 4. STEEL JOISTS TOP C}•101QD AND BEARING SEATS SHALL BE DES&ED FOR 12K S. CN 6.1 BL0000 AT GIRDER6 ON GRID D. 154 PLF DL AXIAL TENSICIN OR COMPRESSION I-OAD DUE TO WIND OR SEISMIC. LOAD Sheet 1 o It COMBINATIONS PER 1.15L. _ �4�G" _ - 9'"5' 4-� 5. AT PARAPETS UP TO 3'-0"PERPENDICULAR TO JOTS'ADD THE FOLLOWWA 9NOIU DRF'LOAD R()() �' ram I l 1 i 1 i Cgs _ L -- --- ----- ---- - 11 psR.DRIFT P I a I i D / • 6.W,DL 399 MY OL AT PARAPETS OVER 3'-0"FERPEiJDICULAR TO J015T5, ADD FOLLOWING SNOW DRFT LOAD: 240 MY SL 30 pWr.DRIFT ' 54 MY SL 961 PLF DL 240 PLF SL 146 PLF OL L 6. JOIST SEATS TO BE SLOPED BY JOIST SUPPLIER AS REQUIRED TO MATCH SLOPE OF ROOF AND OBTAIN UNIFORM BEARNG AT ALL CONDITIONS O 1. BOTTOM CHORD JOIST 11RACN6 TO BE CH_CKED BY JOIST SUPPLIER FOR ADEQ1ACY OF SUPPM TO RIDOF STRUCTURE,MCLLrNG IPLFt FORCES. I I�e��u>n 7 I 2000 9. ALL JOISTS AND GIRDER.SHALI_BE CAPABLE OF SUPPORTNG A 250 LB.POINT LOAD Q5 Re\''II In 10.25-2000 194 RF bl - _ 3d9 PL SL IN COMBINATION UBTH THE DESIGN LOADS SHOUN ON THE PLAN AND N F ANYUM. . ALONG TWE TOP CHORD AND A 250 L8 PONTLO ANYUVW AL.06 THE BOTTOM 04M ' PLF SL OTHER NOTES. 154 PLF DL 3 CESIGN JOIST FOR MAX.IhU'1 QR40 TOTAL LOAD DEFLECTION 1 Q/360 LIVE LOAD DEFLECT IOK +Srt L •. _..;. .;. :.:. ,•, IIII ,.:,. ,:, .. , . C= TOP SEAM U6E1.D5 a 12°OL. e 0 D BOTTOM OF ROOF DECKING 6.AC DL � - M9 KF OL VERFY UNT'H MECWMICAL SUBCONTRACTOR AFGHA RE SO51 CIATYE D p' INC.. 20110. At I RIS140 RF SL � FEHDRAWINGS ARE iCF PROPNiv OF ISOPLF OL. AFGHAN OR RFP IRODUCED OINAANYRI N01 240 PLF OL. MANN[R. I XCtPT WITH THE PRIOR SRITTEN ■ � 420 RF DL -- PFRMISSION OF MILMN DESIGN GROUP. P.C. 146 PLF DL `i ©F Date: 6/27/00 1v ~ r + Ip Dr.m n h% Checked h. (t( /V Lt. Job Number: 9')1195 72nd Ave 13535 sheet o1: _V3 BUP2000.00268 52 of 861 I w ti Tr �, S'2.'3 r r Construction Set August, 2000 ' �„ . Vhf.,,..' -., .: ..: .. „. _ .:1 m:.�• :... •--,-�.nw.�...--.-_-.. -.-. ._.._. w•+ -_.-_ -.._._.- � .-___. _-_..._-.._. ' {C +I''iti Fa.{" I' it r• � Cm IIII II!! IIII IIII IIII III •..,I.....rw. �—,— 1.:;.fh: • I I II 111111111 IIIIIIIIII1111111IIItII 1 III I. I I II I I I1II 1,! 11111 IIII "! Illil II IIIIiIIIIIIIIIiiIII!IIII , ,��'�,,Y,, a;,' �_ '' �� , �� ' • ,`�•••� I � I I I � � I i I I � ' I , I � I ( I niu InI Innlnnlun'nulun�nnll I un11 a n1i nu nu!ul ul I I'�lii l•ulun) � iiy A 17 leIro zo 21 a lI � h � its 3,0 s 'n � ., � ,. F«}, 1✓ ,' '.. r � 4.} 1 {� '�i,f"l�P't fl�j f 1 ys'. r -. Y1 _ 'r � .�+}T� ;. n h�{ tar ` }F�'�1y� 11t '� ,t�y.I � ,i �'� ri• a ,I F �1 t Ln ��r� r•tY d t f�� I E: vs TF t { ftrw9 :1•�itle V 1�i ! LM; A7..3^ Ir4-t ,.i tdri4'✓' .n F n � ❑iS9r+ i� A', t { bfaT Y tXti 9 x t iy �TI '. a du i<I'- t t 7. KT C W -: � y.. _.. • .. IIII. ,., _ IIII a. _.._... _ -. ., .. .. .. . .. IIII. .. .. ., .. '^` .«•r•�. w't++."!'F•w�•!tiM!'•^'^r°"n'r�rlrtM.'.1t,MNY1+M1�+,..,—q.». ..kyr _ .. .. IIII. r i KEYNOTES. 0 (2)5 RL. •C-Caw'OR J:)'m ? (215 A'ALL PANE: EDGES AND OPENJ66 ::+_ ..NC I, ::F: 1 P466 '2)S 2-0' dE`oho '«+E EDC# Or JPFG \\, --} - _ fc■ 5/,"pe O roS000 p. O Fc• 5000 W '5 0 -0 OG EAC-WAY A'CENTER OF WA:... La►r U,.,,t I )rc 244 4 (4i'5 EAC.+FACE EQw4c_Y SPACED 18'O'A_, +�---- -. ------- ---,- , _ O CID-0 I 5 '51'5 EA:+-rAGE EGiAA Y SPAS '0'A. SEE PANEL ' SEE PANEL o' oc10 ^ 5O O e O 8Et PA*- b 5EE PANE- ' 5EE PANE, SEE 0,4Q_ t (1,S F-',- �AGP EQA_Y SPACED '4%J'A.• j Q `� 1 _ E' (4)S OL &VE,(2)IS.- z AND (3)19 PvSIDE 10 i PANEL NOTES VIF , "a\t_ E.EVA'10145 DEP -�� `J 1 PANE. -"OSS. 5.B - &OP DRAW''•a;M _. =A\ ti✓�L-'ts ff►FORC="'�'\lv Oti"_AJvS E_; :-7.� I 5 :;f"A..; A5 J-_.. A5 AN" ADD' '..•A_ 4E I �rGLIRE:; !PING OR - --- 2 (8/5 AND :i Wl (3)'E•4 ,. 4$ Y/''w.:.. �C�Z: .. QAti_ ! • 20 \� .4m7 0ANE•_ N6JNb rr r, I 5 M 5'YE5'Jr ' V WCsS -A"" ✓t.:,5 Ak:• i I wko O O ! ! 1 ; DR 915-0°5 J' Or- CLANS 4h.; E_;, OFff�,,\ -- 1 F1N�F>.00R , I _A"'=Q iJr 4E�trC�\la 5+�^.�D "_A•CE 'F'JR;va04�A 5 O `1 4 4_ RE'\YJ4:als'0 9E CvQADE 6E 9qG'�25. �b % GAS_ 5 rc_ _c55,,O-t:� C -FQ_ e '5 54k A- -ir 7\CEN ER EA'-'- EXPIRES 1231'00 NORT14 ELEVATION _ :. 9�4 5 34t� • �__ �.ti_ Ez , CJ3. SCALE' 0 3AW 4' 4_ o•\1== O°R\Cs Ey.# Ot b. .MERE Bs`�E"�f\' S 5F'EC'=E:. ti cA.'.-•�:::c 0 p 4.E A' 'y C c AR•;,`ey-R C,rc:1.-- I r w_ t•SANE_° -%oc ';ZF r 1: P.AV: 4'2.; CL:AR'0 Sx eR'4 _c �r -_ A'ClA\E_5 J*_eft,_ c '?ACE G• :Edo ": \'rR,:7Q.t•._ ! OP A_ r-AINE_a O J•-_E Df'd!_ 7/54, � ® < <rA-> L.E7_J ��'1 •' O O 00 O® 0 0 SIP SEE SEE 5E= \\ ` =AWL 26 CE o C{,-� Q O 5 •C o SEE PANEL 11o SEE a AIL 1 Sf_r 4►.E_ 'i �� `:J O 3 I I o � 0 I ► J j L'J ! O -O Oo fl \ /'� Imo` v ir_7 I 2 v f �f . ,� 11111 . 1 02 -0 01- A' ;i 2 EAST ELEVATIC>�I ,, 91ti., QST ELEVATION SCALEt 1,t, t 1 a Y t�■ 5000 Pat ��■ 5000 pal v 'c- 5000 06' SEE PANEL 1 SEE PAWL 1 SEE PANEL I SEP PANEL i 4 �_O I 5FE PANEL. 6 SEE PANE.. _ �E <'4NE_ " SEE 044E. ' --- - �.' it I o 8 _ r4;� 1 0 I OM r ivy ? I ' � I Y 1 ` C 4 / Sm .�i.WATM t. 514 �• INTE'':IOR PANEI. EAST ELEVATION 72nd Av. 130' BUP2000 00268 53 of 8R Construction :met August, 2000 r �+m I I I, 111 11 II I tf I 1 t I Ili!111 I IIII I I!II I IIII 1111 I!I!IIII Ili IIII�I 1 tl III 1111 1 I II11 IIII II11 IIII 1111 IIII 11 I IIII IIII 1111 IIII 1111 11111111 1111 1111111 IIII I II IIII I II III IIII I 11111 it I III Iltl I!I11 ";�:■ , a',g a r d 10 •l y/ 10 1 1 18 13 14 14 1`7 IQ Ie" O 21 22 23 2A 2"� I � ! °��F ,fit;42' :y a•qi "i e� ?�C��" �F� {�� 14"�'■"` Q =7 �0 .10 _ u' q 1 i t ra •N - WI*_ �e{ ' '�!"X''' '• f�P'ti7.' 4"r,Fj�t•SAIti:'Fli3 q I 110 jr ~ &WIT COIII'M,SIT ( ,., .,,• 4 GLAD DOM HOO(OOIIN ¢ == -^� MILDR N DESIGN GROUP, F.C. ✓ ' •4 2 • 2 Qi r+.. ARE 1 !71, 1, kr • a'A, 1 1'I A\\:\r. III"Wks -I►"RADIA(TOOLED EDGE) � 2 Fr 'C 3R/%)ED O 84 213xr1 KEY (TOOLED EDGE) MM RK ".yMy��► _ _ 3 m Eyi. �S AhE� •� 2u I 2u / "SMOOTH DOWEL x I'-4u 1�u _ w/O., A* _-C_- F _ 7 DId OOW AT AT V-C"OL.GREASE AND CONTE SW! •IItE '-•-� -SLABIFO DATION PLAN 1 1• ^�Y• .A �J'y.. WERE REDS OCCIM i WRAP ONE END OR PLASTIC !l:;:•1; \ . i I r,,l•4 I n c DISGONTNUE AT JOINT _ o COVER ONE m _ ---.IR - _ y ---' \ w...,, P, • r Jo'yr A • yti J•��!' 0.'..� vC(� .J '7 iTw -7 q. �j Ica L ' J.y. n[ .. i (-'•, `?, r=. .n '• •1. :4 - �/ -�,,,... "LAD 116W. � —_ Y- �•;• " �,P.�(mo?o O \ C ---- -.—..i1 ,�>p, h 7 ,'ie•J`�- _'1 97q� ^^. .�.q.. .1 y�,it;Q�`1 i( ► t•�'!4�?"�h�h5i•7..t�\•S?.R\:n - ley•O. -;4 _ -CG �' .I ,i" Al'. •'y`\ '-" sCQa�L�DJGVVd�OO`J` - :./..\\�i0•, '� C'. � ��•-`•„7•��, t _ �Ii • `.w,."'1+ .y 'G'{ '. f1` = '`Fjr C�'' G'•.� U _ .. ( J f .� ��,� may. :`'1 4� o C,-. - w � o . t.• .' Z ��. ,•. Ilr-= � 7^nG,.c:;{. S c_,n i _ � �•'`F'`�'`'�, � '�*'' - y r�!�p�f DC,f�r��a,y'4� ��!�o„p��pp� p,�04 Q a�.��dr4 i =*ED ROCK awGillEp ROCK PER aaLa IR$POIR � ' PER eo1La IRePOIr° _`U 1=�1 _11 -=1r , I I,- Cm M Im ROCK oAOE PER SOILa REl�OIII NM THIS DETAIL MAY BE REPLACED J1TN W.1 IF POUR 16 CONTIN". TYPICAL C.c:�5'I•WJCTION JOINT 2 CONSTRUCTION JOINT IALTERNATEI CONTROL. JOINT S4. M"V VI-c �r�ere 6CALE: I'' g -0 54. a �n.a►A SG11E: . I-m' $4. a ulp3 nc :Iwee 6,A;E: a :.o' r-4 ' T SLAB EDGE s rj PANES TO SLAB DOIL�L cJ u, SCALE. m Cj 4 t ¢: . Ad.A_2 e c p Y i Ck (2)S•3"OL. w ,RG NPy i MUM t b I E I}xix3 (3)S•S"O.C. -- - - e EMMA EXPIRES 11331 10x10 14 I'•3 . (4)11"*101"EXPANSION I CONCRETE 3 x3 b 31� 10 a OR ANCHOR BOLTS - --q-----T - R 4x4xl'-S" PANEL 3/16 --w At FOOTING COLU?N - 4"t Ems.ANCHOIRB o V4 W-O\-(2)S•3"Or- (d) 9 "�'`�SEE ATION.1 FOR ADD TIcw4_ 'YP. -- B�OCKOU I -- -_-_--- F007 NG-SEE FOWrA'CN ._ -- ----- a 3x3xirxi'' o Anti FOR 5 ZEZ \ TS Coa% +� DA'ENSIONS ' DO WELD 3/l6 0402. ALC F00'MG SAME .s.-C lit"54W PAD EGL EGL A • 9° e - a=Jr�A"Oti to i r. 5 . 4r' t- 4"#PLINCI•ED HOLE G•11" �• EMBED E • - i EGL EGL DO NOT WELD NON S►aRrrC Gh"�U'Wk.10 ENDS 3/16 • Lal' yV 6J • • - _-- --- • "-__ - E'"9E✓CRA.E'�"r PANE_ ' �d art OE ._.= E } i EA S;DE ^.p 5f_ BEND LINES BELOW .. `rf-i.•(! r1 N1 G• e•�t�. I • • • . SEE�� -R71`7 E iyx 04'WI(3)Sx9"•8"0•GIsm. AF-EW"E_DING COA'E1 eED 'J j� -*--- EME',J D um-ASP4A:T'C E!4J�8loN I a- c i f i c SEE SOILS REPORT REdAR TO 3' GLR GRADE 60 ATC* ��" °Rov DE .•:A►E' G' 13 �,n''5 6 COLI'N BABE WELD EMBEDS i CONNECTIONS g4• neulelr VLaae>rell ��:�.: , .•-Orr 8 WALL TO FOOTING CONNECTION 9 WALL TO I:OOTitdCi CONNECTION � 54- e9AW vtC LOW SCALE:3" • I'-C" S4• �.1 YLC SCALE: „' . i'-o' � 1 e„f,�,Y� ^?' PANEL TO PAI LEL GOi�MECTIUN ..4. SCA,-E: � -o� � �: _a,a. scA�E a .r. --- - r_ GRADE O � ,x v � h. I � �"CSW E'ER TYR. $"CJP.CONC.Uk- et� t?"OL.HOIRIZ-- / r SEE ELEV.FOR -�- - -- ! REaFOR'.EMENT SEE ELEV.FOR SIM,G1r4NTITY - �• AND SPACING OF REIPFOIRCNG '�� j 2.CSR I • V • r • 111 I ` '"C . _._-. . • --- _ --- Y; -- --�-- , I --. SEE " c'✓A'O'r=DIF 5�.. P. _x CLR '� FREE DRAINNG g ?.4� A1� 5p4r�G -" d INTERIOR FACE rx _ �? GRAPL4.AR FILL - ` • • t •--'t • • • U ti • �, I'° Ei•iBED B-�\ •• `e'ORr lvG � 2 n d A l f-'I it i c LU • - r �� c^ .�'' • �� I CONK G� \\ i {'1 M V)BARS 2'OL. 1 Of! C e VER. -FILTER FABRIC 1 • • < \ EA.LEG •., . . ! • �j 4"e PERFORATEn A+PE TY1c? ExMR;OR;ACE • L7 ll I C�11 l Q 6' —�•- E)CTMOR FACE 6"15LAMW OF CRUMED IRC= �v-� ^ L2x2x4(x6") OC Q�m C'- r. eY d ti to-PC"� -5 .12"O.C.91LACE AT • • 4 DDT E%0xMx9'7 _�' ? BO'TOM WEN.I.3'-C" • W/(2)•3x1'-0"A106 �. }� 1l"d 1A1•FER 1't P. HOOK/ / OR LEM(END HOOK EMDED B j -• " <' tl :1:r,r •3"DL `r I TO TOE EXiENa- ,� c / ONLY AT IMY) �--- :I t C h, ! PROVIDE CONNECTION EaUALLY (2 µ W v CONT. SM DANE_ SPACED•4'4"OL.MAXRIJ'1. ------- - - - 1 E_EvA'IOr� I'-C"ADOVE FEDC FLOOR AND d : HYDE CO1+EC'10N EGL•• _` G55 I'-0"BELOW LEDGER OR TOP 1p SPACED.A« A-0 0'.`•.Ax v" 2. rLR NO IQ I REaUIRED D'-0"TO 3'-C" 2-IV- o'6'' µ 3 "-m' BE4.06i .EDGER OR ,-A'E - - ---- ----AT LILIILLa LESa 3-C�•TO 6-61r 4'-C" 2'-0" S A Ii PANNI. TO PANEL COMCTION 12 PARI. REW-MMC CLEARANCES 13 RETAMMG WALL W ;� PMEL TO PALL CMIECTION AT INSIDE CORNER � TYPICAL LINTEL REWOW ��i'I11.1(. I-UR) . L, $4. ue�.' SCALE= IIy" � I.-C11 S4 e�ac LONM1 SCALE:�" . r-O" Sa ' p�.tua y.0 .,easr- xaE iy' y ,'-e' �G ' m9.f�3 Sc.�.E• � • '-� I�L'�. � I LS 5 SFA:E 4;5 M-;ACE -�' U w �r•I' 'r' -'r I �Irx_f MAT�•'116 TOP f e�,r - BAR SPACM 21-01, 94" ,. • __ __ _..._._ - •. SLAB " Ir1 CLR _ 2 _CLR • TOP /BOTTOM:ON,,. WELD PRIOR TO '1' •BAN 1W STD HOOK �,/ Lw aro HooK SEE FTG e4 AT 2'-I"OL�4 I ASSEf'eLINS V4 35 At E!►END TO MA1CN SCWWULE FOR d1ANTITT PLA1E8 ` Q Itr'. / 1 ._ (10)S AT06 x 3'-0" -t [TOPSTIML / (6)EACW KM•$11"O.C. ^' I c 1 CONTINIE REMOICH'ETIT THFZU F1 / .. �w' •.. Fll M ADJACENT F00TI�G / V4 E 11x4x3'-0" --IE 46%x3-C" (3)b VACE • Z"7 r. i �AT i'-O"OG. � � O U4 4 I EA,SIDE �11yAA YV(2) � � �ME3'IJRAAE 6 � � � � j� -E lye'x3'-Crr • P , WATEMOROCF i IWTLE�TOP ��11�'LD 611D8� ;r CORNER MEMBRANE /- EA'SIDE 'S" V4 N PLATE I 'b �/ ;_�_- .-- a-- _ - - E 11x12x3'-0" '34:, ip y - elAlt 11T• , • • %CORNER BAR T1'P. i M AT I'-I"OCA U WAY YMITERSTnP , tr ,a M 1 I • a • fill UT FILLED ' I AT S OF 1000TWO r;"1 If -11 „MCI !n �R f`MTS W TOM 1 • d • I (S)R;LONG•TOP - • ; (11 R3 Loft am. , .r,,••. .aoc• itic jfr A _ y, I EWR SPAGM6 r � 1 � � _ I a0 .; _• ;:RYf;,C , I F• A =NAS NOS A4( -^ -43Pi R (W)03 A1Ci W/STD Af�MAh A9sOGA =5 Avo •R. TDP 4 norTGI'I SAT! � - - ,• 1IOOIG, 'S)EA SiDE • 4 et sf o oa nR�_ : � '� aN• COMM 2'4" •84 OL 41 S EA FACE M qWV 5'ON ;a, 3qC EA ILMY I b •,• � L'i. r I Il'1 }.t'1 , mm VERIFY ALL PIT DriD0046 W111 _ � ( L( j ELEVATOR M 4PACiUER fN) L01�T(1P S'•1" j• --- - - R 1b ,T' i bTl� rr)�LONcI eot. �`SEE ELEVAT04 72nd.�oRR niioo ee y oup"w.N53e I=II, :\uu I!k'1 w 11!1 1 I'i F�ATOR PiT 18 © � - eoP:oo 86Dne elww V1t ur, 19 WOLDI M 2 i ADER SECTION AT PANEL 6 ee �cAL�.�•• r-r g4. e>war{� ecALa: h" . r•e" — enla vLc SCALE: C' 4 1 • 4• n w° • g elwlro !lr.A►.E h' • -o' S4. e>,.•ye;2c - S4. 1 Construction Set - August, 2000) u9 «. Cm i I , n,i l I 1 VIII! IIII Iilll l,l IIIIII I ,IIIIIII IIII III I �- - :_ , ., ,1 r IO .1011 10 I1 IR 1 14 ) 10 I I I O 21 2= 23 24 : R ll f 7" f ice: w r I I.�v 1 Yar!'11Y(, :':'r-mr< ,. f^9 S •+. S7RmnY- - r r 19: n..r a //r 61EARTRANt 4 L 3x3x14 CONT. . c TYP. EA TIDE � r IIIb IM W ! OF SPLICE / _ _..� POCKET Ik yA- -JOIST I -- �/"�E)¢+AN61ON � 4�„, % C5xi.1�OpCNG - Cbxb"I Bi.00KMG !41 1140-p' • g �, MILnkFN DFSIGN Gk.(). Il' PC. 3n r' ANC400 � " LZx?x%(xa°) ' ea r►IA $>r°�MD.N I"SLOT �= 1' ' •WW OL. 3" PARALLEL TO PANEL I : �_ - ---- ___ t-� •�_ V4t fs�ER 114 3 �\ _ ,• ! t �- 1100E DECK 4.4 R00 JOIST 1x404"(00 NOT ALD -RI"�ITW RArDET WEDCrE TO EM3ED OR ANGLE) ANCHORS•2'-I"OL CONT. f �a :aL4vAA(xl") Ax . VELD STUDS•541,OL �'\ R y Uxl2 Z, \ i 4" U4 �_ �1' MA FM ERECTION (2)LSxslt3l(x'-4 i V4 (2)45 FLd�wm Q ,_ � " R 41AXI IW(4) f 3J b A106 'x'-b -.c y-a 24" i 9"Or-EA WUA� '66x6 •b'OL I ai J --�"• .v_ t2xly U4 6"MM It kx6mb DC NO' _,�1�r (2/b A106(k•6 ;x 6 0 -- ' + + , } 3' k �f EA SIDE I "m i JOIST Is,ESS Tow>2 FROM *e. Bo^o�C•rOR•' of G'RDER V4VV 1" OF SPLICE EDGE ADA 1219 HAlI�M6 34' r-- ubERF. JOIST OCCURS A'• PANE, ,JOIN-SEE DETAIL 3/641 'J4 -bx4x3,. 'xb^VAD;-ZEA DO'401 J�V. o 1ptoW d' 9490 t5, ylrr � JOIST SEAt AT PANE). JOINT _ 2 TYPCIAL ROOF LEDGER 3 TYPICAL ROOF JOIST SEAT AND DECK LEDGER ROOF GOLI�"N CAP x s- T 4 e�oa rtc ,altar — �j I�' . r•p'� ,mgr TYPICAL GIRDER PG�CKE�_J4T ROOF ExPIaEs ,s s,'oo i 4 050=1 v.� lit , -p° 4 Vb44u03 A C Perls sCA-E: '61' , ,-p al 0e••.c. .... _>s+o4 SG4_E w c • TS6xb „ 347—6 <E A LEG 3 - i tA c LWX3 i CON• J j .—. ...j.._._.... L7►yx1x�EA SIDE(LLW 4 4 -- ------------ I Ian -- 3,.6 2.4 0►. f --LZ 15 `el E '4x5x' _ 1 �-- -44"t ITW RAIMSET NERCE } 1/4' •- �JiST i, i ----_ �i _:. rt - ANG«10Rs•2'-D"OL. 1\ W(5FWAL NSPECTION - L. R Ix4lyx12 &&PORT PER APPLICADLE _ L5x3xkF GOVT. SEE 2/6421p �I' • r 1 7 'DUAL V4, FOR SPLICE i V4 R oc�xlb _ Pc:l.'l I C. e 'hxbx3 ' f 5J1i �I�•�� , �I V4 / W 5/Ib pI�() ..EI t IC. ' V4 E Jlix41yxi0 44 UE ytei�xB 3.bXl•C 4"06 I c 1'' (LOT TUBE) b 0'. j E hdbxlb .'S_Or IJBE) r 13"xx4"WELD S"iDb 5J1i - 1 AT W OL.EA WAY 5-_T_ 5�:ZOQ 5145,^MR E SEE 4J'S41 FOR STAW 'ZFR e ` 6 NOTCHED ITP SEAT ZND FLOOR LEDGER 8 FLOOR JOIST SEAT 9 INTERIOR COLU'1N C0J�lECTION 4 0rwc ettn0 6ULE: Ik' • i'-0' 0yw0r � • r-o' Q^ scar ., . .c �, 2 GIRDER A? .DOR -- 4 SCALE: Iy' 0 G 2 �•.0 .._ �c.;__ -¢ TYPE I fR LI_ IGWT TAB) 3116 4" r E�yxlx4 AT h' EA JOIST ' I ��11 C� .� �'I Z i t tE tx4 ,—C54.1 DLOCKNG .,_:. . 0 f f ICC O - - CONCRETE PJwE:. WIDE FLANGE [� a 314"0 A3256G f6 i DO NOT WELD 13 I I (1 I I 1 t' O JOIST � TO TRU66 � �[ DOL --� V4 � _ TYP,M 1IORZ 6i40Ri BOTTOM CWORD 5%16 i� i8e 5'EE� , SLOTTED 140LE8 _ 0 Jr- IIF W-41M OR JOi61 - * -- ----- I _'-_-----,---; - ' 3/ib 2.12 . --- GIRDER 3J1i 2" TYR. -- --- I 0 NMI PARTIAL 4614T 61EAR TA06 MAY ONLY "� TYPE Ii(PAffm4L WWAA4i TAEi1 Q4JPPW BEaM DE USED 040 I DETAtr.DOES - _ / Iy Al NOT WrATE RILL DETAIL 1EKxM4T TADS. O AT JOIST-GWEIR COMM,F EDGE 7E tx4xL DbTANGE DOES NOT ALLOW l21 BOLTS OR V4 5 }EP=00<E- GREATER SEE 1)641 SEE 3641 =0R I 0 3/4"1 A321f6C DOLTS TYP.N wm 6140Rf in li IF L •DOLTS t \ 1• A✓VItIVM11 I I I I I 61.01•tED►40LES W141 2'-p" IF W-ORMA'o0. W124 I'•6" 1J \-E lyxbxS WY(2)* Milo V4 •5"or.&,D STDDS WQ; 1'-b" I b Z Q --'k 0 1'-3" 5 �- I 1 ll r r la up 11.0.1 3 4bA >• y Wta 5" 3 Ri L)E.T .� I L:S ,i A l i� 2 46 USE GRUI:ATW OF 3"OR(14" .K1 -WF DEAM OR JOlbf 1 it TYPICAL AF COMECTION I2 TYPICAL JOIST CONWCTION 13 TRUSS GIRDER BOTTOM C•M STABILIZER 14 WIDE FLANGE BEAM At TUBE STEEL COLUrN 7 GIRDER POCKET - v1e Lacs SCALE=1h"• p-pi 4 ~12 VLC � SCALE,Iy,. ,V-s" 4 os"m V r L� SCALE: 14.,• I.,p.i 4 a�wr N' yGA.E 'y e 4 x9•.ti e --- "- �- FACTORY CURD -►y'y AD •4'-0"Or- RADUW L 3404xi 20GA 3h I VAL 1 F Lm ItvEl1FY IW JOIST IItPLDR S*tJD • tb' o� • (1/V f y3/16i Z•� ` \ T�ij.. _3*x31'3x�. W✓ RW DE:�C 1 l :xPA,460v ROOF DECK- x :-C r-41 EXTBID TRU66 SEAT TO 3"BEYOND !14EA SIDE.� 3JT6 (2)40 TEX r WEB WE FLANGE e a rr' 1 l 2.9 64 GM MAT _ — 4 f (U to SECOND FLUTE E wxhkW W/(4) � O Iy" 0 + RI,�AD'x 1" -R'ADIU6ED WF OL.EA WAY "^ _ I M 0 N�1"Ot,EA WY 4 a \ 3/16>-- A ! 4x4x4 - r RW31rO O + i4r i` V4 3" W • V•I'•4"OG EA IWY ~ -- --� j ��` \\ TOP 1 DOT� r 34"FLAT STUD 1E4UcQx12 WM(4)Ay„ht1 ! ;� IIF J016• \ a d WF JOIST \ BACK• 32”OL.uELD bTlnb•�'OL 0- f{P �lx i r < 'r p, d n r. '•- 1 IFaj:_+,sr i �::,:° 1 E " e 1 GST PAD \ EA WAY E lxlx3'-4"EA •1-6•or.V WPM] • 4 . / � -__. u y' E� • � k' ° ''' �' a SIDE OF WED " 4 � (!)�FArT NLUTE I flJ1..1«EIGHT r � x4x9 LLY 3) . ._ 3256C BO.'S 7r - 111642 �` (2)b TLIK - HORZ-&TORT f R•.• x' :T•T tx3 EA SDE i3dREUFi = RbOf . - , SLDT6 8°' .5�J '�F' �6=R01 o- F 2.12 (2)PC TBC yAA [' . v'a Ia .k SCREIib i.4~� .R11'S: Ch 'x � -RF• „+^,R, _bIJPf°C>RtEWA" G3K61BLOfXAiGr {:• (CONDRION VJ1RlE6) R (,E,'CG SEL• AWr 1 \' CONIC.CODUMN SEE VS4.3 WP AIOOwO.00> -----" "- 16 OWER NAT AT MADE I"Lr1 W 1� P'E�.E�ANICAL WIT ROOF CM Ig • DECK RE AT EDGE �� N �hi�, ol. 4 �►� rr.��•. ►.�, -- � 19 GANOr'Y SECTION �� CANOPY AT CONCRETE PJN�EL i 4 �" St:AIE: Iy" , r-p" 4 Mar )CAR,113•. r•r' 4 V"I%vtc IDLE: Ih" • I'-p 4 ~10 v:r - Sca.E '� t Construction Set - August, 2000 S4.2 "`" ``"" ' 'i ` ;' ; ��;�� Crn IINIIIU I Iljllll llll�llil INIII11) ,II1�II11 I IjNll II III IIIU�III IUl�IInIII I)111 IIIIIIIII II11 111 11111!1 111)III III I 1 )III 1111)III INI)III Illi)III cl w"t I 1 1 l i i I� III tl. I t� ala I h tle I 19 I :10 I � ilnlln, I I u uI� 1=1111y 1a+�11u I� u�j` • hill)III I rll 't` oEll + - - 4 o71 � F��1�rt'� j w `. 1jtnrM " . r,T _ `.' .' • .' .. ... , . .. ,' ... ...r - ..: F ."i J 1217 1. a i.. i 0 r ' r OF 7 00 + (S)IS EQJALLY SPACED 4A HOOPS*I' OZ jW EXTERIOR FACE o CROSS TIES(FIRST �� !� < Mll DRFN DESIGN GROUP, P.C. TWO HOOPS AT TOP ' m (3)10 LAP UY BARS - 0 'T :► i' t�. h,rrl I',,;1 ..,1'.. ;',.', ; ,+ - UK GIRDER _lxlx'a ;ON IN DETAIL 20/643 � ADD bxl!-4 STIFFENER � GON(:RETE CONc3c,E M AT JOINT AFTER • Q - - PEN WEL.DNG ON C.1%^ 50.4 24 • • 9.1 KPO 226A 'r'E 22GA'YQE B DECK T 41 tS,jrl.un Ri' (3)45 EQLALLY SPACED -- i___ ► i' i. r �: ,'' INTERIOR FACE 32 211' J l \ (4))"O A32M .1x2xt.4 a r + HORIL SNORT - • SLOTS N OF �. OC ------- -� WE15 GI?x20.1 x xx t : C+bt115 34 '53xi ' (3)^EA FACE STD W GAGE S`EE_ clAf. HODK INTO FOOTING SEE ARCH.POR y W44TRIM MANF.TO PROYIL& D EhS U5 VERTICAL MENDER IW C1920' OP`QK TO USE W.^ ! _ COORDINATE WIT",5LA9 7 4 3•.: ' -rt._,, r • HOLES To RECEIVE OF �c- S1 PROF POUR(FCOTNG REQUIRED, CANOPY COLLM PANEL DEADER REW-ORCP4 3 UF GIRDER Or= AT JOIST a STAIR STRINGER AT LANDING STAIR LANDING SUPPORT �`-- 1k' 1' 4 _. BCALE• -o" o�u3m nc Litil00.1 SCALE: Ik' _ !'-O" 4,- 0944303 N.G ' SCALE: r►y' _ !'-o" �' oa.°3c4=._ SCALE 'K •0 �'�, C4A4396:_, _ —_ YA.S .� t 1�`�9+\•?5, �O°�Q�� GUARDRAIL EXPIRE5 ! 0" P UF EA SIDE 1231'Ou a �� ' V� VELD STUDS•b"OL. NOT REQUIRED IF, -- • 18 LESS THAN 600' �z�k-•5" V4 E 6}x5x!'-6"(SLOT'-:TL. EDGE BARB DECK AS REdJIRED) �-� ----- ----- - -M OF BEAM ----___ —7/4 2"04 8 ! 4 1 l ,.: t ----- -c_Jrvr F_ 3/16 l✓ L J f ' 4. • �, TSsxs =40.1 STRINGER xP -b" '.OND.WALL W/•4 • _4l,.OL. - _ -4'' ,O'F �'k WELDED CLOSURE E i EACH WAY DENT It%*4 EMIRED � 11 f L4x4xAy(x6")UI/�4n` CLR • • 3'p • I { e ; I =>#aara .,a. ra,.•aw:.[} _._.•.ipr.r...an'....r EX?AhY.FIOR 1"0�D WEEP, R 34x 1x"1 WI'4: -- HOLE •4.0'OL.MAX- 34'xx4' WELD S"JD ( ! 1 1 � r-04• I'-0"OL. •9 O.r..EA GIA • ! Am ,.'d "~y t• .•••tr,',.; I I ` .rr.•.aarr carr .. r..i ,.. -vl _ w,rv...e... (3)04 CONT.AT TO!. JOIST ~,f (1) • --.' •.oc�5 . WAIN?:_ - ' 1 - AT BOTTOM >�I ® � -------- - --=6------- d - _ propel N-Eq OR ----,� 3"BASE OF CIUMED ROCK ROOF DECK 6 STRINGER AT SLAB -1 RETAMING tUr4l.1. AT STAIRPARAPET ' ' • E' _ ' 8 SMALL AT TRUSS 9 RETU�1 BRACE SHEAR iII�FORCING AT 1=01lNpATION VSEL 4 0914306 C,c SCALE: r1y• = 1'-0" 4 094430 c;c -w STALE:46' .r-o 4 c - r 4 091 30t3 vt scA,E: !�" • " 4 M43M �I __ Cry- 0 5G4z 3o i Typ> 3/I(v 7" 1/4 V4 /' STEEL DECK STEEL DECK JOIST JDIBT 3/16 U4 3" GIRDER t �xk21 r 3/!6 V BO 4y"4 A315 t 3ixlx,COLUMN CAP — b„oz ►/�✓ �_ f f 1 C`�' • Bars 'IMBED A 1.0 OL. / V4 3" pl V4 Tb3x3x T$3x3x3� LIz2x�4 kb"; R?OF Df 7G E 4x4x30 O ; r l � p ROOF DECK \ 2" EMBED B• 1'-D''Ot. ! —_-__ __--•-- ' O .� __- lly GIRDER 14 3'' - - - -3/I6✓-_ `� ► I/l E 3-ar$r801 "- (9)44'y A325 - ,� E xbxB BOLTS t btl2x'J -` 0 \` 1E IVix5zl2 E Ig a �3x3x'fi t _-- - '5323 ' E a4xbx22k EA SIDE 3/16 h"a MIs.FOR ERECTION Ila "'"�'""� C � - - 3/16�--- t V4 V V4 r i.C" - - Ll .�xcrc .3�x3 l x 114 &POOR, 0 V4 - ' �u I T93x3 t: �- i/4 "�a✓r- O WIDE FLANGE j I -E ►yx5xll L.Sx3x+'4 p,4 J t ►3x4x4 UY(1)Sx3'-o"-J 1 3Ab N -01 ; I A� • 3' O.C.(1)EA SiDEi It 441tix31y 0 -�A ' ' i ✓ iJG My i r a u ' . r WIDE ANGE ; T56xb EX'END.5x3.EYsER eEYoND EDGE of V4 Tbbx6 CONCRE'E a:D�;E uELa t0 DE:Jc 1 WOE FLANGE GIRDER AT ROOF CMU% 12 WIDE FLANGE AT ROOF =LM 13 ROOF DIAPEIRAM CIl4M 14 ROOF CWM TO WAIL PANEL � BEAM BRACE AT ROOF _ ,¢ 09wn ac r.rsMp SCALE: Ily' =1'•0" 4 SCALE:IAy" , I'-0" 4 09'°43u '4 ^ _ :a... �I:� 4 -® 4;, 1'fl1+Sh v: 3�.A.t '•1 -v TACK VELD COUPLER "•BOL'5�A5' w o 4' E INTO coNc ROOF DECK 5"JD8.3t1' OG �� EXTERIOR / R 144KI0 WI(3) \ \ DAA(1310M -t A4xOKl4 In, b A10frx4-3 •3t or- V4 L - --- - -- V4 1.6 � • � N • I,r � � - - SI EAItTliAlit Irr EA RID ONLY ROOF'om V4 WF -. CTS A-A i`c� • � . EA SIDE 244 EA SIDE WED REA�F. W33xild 1x10x 0'U'' 3%'S A106 �n AWAY FROM 1/4 i� 2-4 - —+ r'RETtq�1 TOR' - `\\ `\ MTERiOR xa-3' •3 01:. OPENING �/ r -- A AND BOTTOM R4Uz7x11 " (WELD THIS 5116 �-(4)"'1 A325 BOLTS x 3,'; OC PANEL ONLY) PASS TwROXv. 4 p <ke 'E • a -C%tl3.4(SL.OPE WITH ROOF) 1 5/16 V4 ____ "` .�.JA 0 12" V RADIUS 0 V-V OG a' y � - IE hxa EA �� . - t hxa EA --- 81DE � 64 f 1"RADIUS t 44x411E UV y"ht4-. - — - kon a r WELD STUD �"' O O • , y p' y E 14x2 ONE SIDE OF 12' t WED.TOP 1 DOTT I 3. r;, j0;q* 5E4' -`W:% VI� f Itix4 EA S17E I 55F ties'I ` T0- 1WOT h' bQIF: COORDINATE►�•.�O��yyGA.��t10►��d6��u..NtH E,D „.• K •) ^FIW 5 <v�,4`y 9. F��} l✓ G"'QI:d ;r� i u ,i-!p J ��y-,�t •1QNN1.r1VR� MTINr,Y r�•l TI�"C+.�p :_ �.T'Vn li T OF ,�!) l" PRIOR p N5T 0 D ':J'• _ - _._._. ___ .._-- wy,l � 1 �•� lb �ITERIOR COIrCI4E1E II .L Al I®DIOF 1� DR�4C� 61RU1 COMECTION I DRAG STRUT AT 7o ALDNr I Etna.Aw,ISE$ ^F � AD '3E DABS 1 B CONCRETE 1141-L 19 MECHANICAL DUCT OPENING 7(d PALL TIE IIUP 000>tu It19U7t Kc ,c u.E Ill"= h' ' r•r 4 tyn vie SCALE '� . I o' WALE Iw' C" .4 sHt3ro vie 8CALE �° �0" o9e4stt v: lR1/QI SCALE '�,' r C Not N Conm"ruction Slat - August, 2000 ` N4 .. I I I I I I I I uY •' Cm ' I 1 1 t Irlr' III 1 I 1 I'.:I IIIA II 1 I�IIII II11 I II III I tlllllll � . ly, IO •IMI 1 I I It 1 14 1• 1 1• Ir tI 22 Z3 24 26 2ti 27 I� 20 30 i �'G -`7 1 '.hu�RF �..+: ^:ty I l.( A v K•H1P Z?.�'N,,�'� h � ' urp ' a1,� C l .:. a .• _ AIH '�Yf" ,,•� {i 5 y!T a r - • A Y A. 186116 �---- j. bbx \ / dip i { 3/IS V 3" 16 --.�.__-._ E ►514x4 1,111171HkN- !it -AIN,(iRl).!i 1615115x16 CONI. Lb15x3x14(DpdTEJ x_________ _ i _ __ _., (DENT E ) \ SEE ARC14 FOR L54xbx'4 CONT. CONT. o a I� o l r1�46�a'•6"_ \'� �� j WAi.L TYPES (DENT 1 x-T834d4x� FROM FIRbT FLOOR i' .1 h A 1 l EA.51DE V4 \'�\ DOUBLE TRACK \� M A106 4'4' 2'-0"O.C. \ SUPPORT OF ELEV.RA)LTO ROOF FOR IATE W33 . — i � ERECTION V A106 112'-�" / 3/16 24>4 9 2'-0"Of- 1 ! Exbx1GIRDER p► #. y DOLTSANOT SHO�N • `:! _ It%*%xl3 - i -1/4 4 - F--___-.____-_._._... • r 1 (BLOT TUDE) R 4'4xbxl ( 63A3Ax-,4x4 .(" SCREW TEWA ------- - - t EA S,aE I _ M OF PAL �kOT - - 1 R 4rixbx!3 •� ti*i I R 'r7ran8 .r i �...2 14x4x4 AT EA STUD i -V4v- _ ` %Ra -t _ _y W/l2)NO TEK SCREWS - ! 11x436 EA EIDE IW f2.1 3� !N�"VERT BLOTS 3/16 2012 � �"1 A�OOLT Ad a REAM ti 3/li 212 REAM 1... ..� E Ix V4 -- - . .-3 3� U _Q 5/16 0 3� JOIST 4J 5/IbV 0 (1)�'.4 A325 BOLT- U n / __-5/16��--- � � r5..0' "uBE.' .I I � / R '�ir4x9 � 3,6.�,'w•� /�Q�1��UfE��\ AR %K PARALLEL DE Q EGL E(1. U E .�x4A24 W/(6) P. 11111x21(SLOT TUBE) '4 A325 BOI.T5 0,; • NQM SEE bJ84!FOR BASE 'S Ox10 �4y D<?'' Fk�xb :D STiG i 1 . \ `,'�' .. TYPICAL INTERIOR EDGE AT STAIRS AND SHAFTS 2 ELEVATOR SUPPORT TIRE 3 INTERIOR COLLM CONNECTION 4 COL!•A"�1 CO WTION GRID CtE 5 DRAG STAT, 2ND FLOOR 0l444o r_c SCALE! M' •''-0" 4 ft"Am vac SCALE. I�" . ;-0 4 0%403 YL-- SCALE 'V,' • I'-C' 4 o94e4a4 . ------ 5C.4.: 2 [x�!?ia[.:i f2.31.00-{ 1-31511315x'14 W/94'1 RADIO!ED L 315x3lx'4 \ r 20GA 315"METAL EXPANSION ANCWORb ; --<TACK d 3''0"OL. \ / 81Up I6 OG Vi 3/Ib 711 ROOF DECK 04 A106 x2'-B' 2"RETURN 5/16��TOP/BOT, 2 0'OC ehx4xb W/(2) 4 �r I J018t — r------ / A32MC 901-15 -r 121410 TBC BMWs N' F •k---- DO NOT WELD — Q o- j 0 r 5bx5bxVi DENTE E TO NIS E!wo . O I/4 3" �nI E 44114x4 -� i - RADIUBED IJklV IRADUIB) r t I n ,� TOP/DOT. 3/16 2" Y , �. '�—- R 4'41112x12 W/(4)3/4"W �' i-315"FLAT 8111D TIE 1 WELD STUDS 9'OL. BACK @ 32"OL. i R Ix4V3xl2 EA WAY �,�p4„ LIIbt10 RILL NEIGWT / (2.410 TEK I Wbx10 __ TAB,SEE WANDRA 6 VERT. i 12"RE1UI�18 �, / '^ 5�6 1/477- \TOP 4 DOT. -..- -% \ _��MEtA!PANEL \` V4 - E 15x5115 AT EA l - (2)410 TEK \ CEILft E ARG i. k4NDRAIL VERT. \ i 114 A106 112 9 BCFm, \ •2'-0"O.C. "4 CO11°LER- ' IE'4x41511115 NUT W/CAP - / U4 IJ4 (2)16"4 A325 BOLTS -� E belixP-515" (I)EDGE ONLY,1"s / WORZ.BLOT N E. t E lxbxl'-9"W/(3) / • E ►5x4yx444 14"4x6"WEED BTUDb (RAVU15) Ir 51511615x5 BEN'1P s e 6 FOOR JOIST AT PANEL JOINT CANTILEVER CANOPY 8 BALCONY SECTION VS"%"c.c 15CALE: 110211I,-0„ 4. 094440-ac wlE: Icy" . 1'-0" 4, Oy44.t06 c u Oft ice BUIldIIIQT V I E t - 1 '. fir, � 4: 1. . ♦ .. .. r 4' 1 � 72nd,Ave.13S36 �• 0UP2000.00266 1<I of as Canatructkm Set - August, 2 '40 4.4 C111 I1. n i1 .r II11� 1 1 y (I11II nII 1 d9 �I I ;I Inyl I uulnll n I III uIII III I ullu .1 n 11 n .u1 un Innl I I III a Iiili'n ;E L, l1"1I s'PII b i o III I>z I J 14 ile I i� I Ike i• I I �� I I 'I �Ir .._._ I I I I I 10 sin Et 2e • !7 !Ie >1CR 30 i r View to, 1 e, .h S MILDREN DESIGN GROUP,P.C. ARCHITECTURE - SPACE PLANNING: 11830 SIA' Herr Park%%a�,Suite 325 -- Luke Oh%�ego,Oregon 97035 DUCT PETAIL5 CLOUD VELOCITY) PIPING LEGENC) PIPING SYMBOLS VALVE 51'M50LS (503)244-0552 PIPING TO BE REMOVED (N)PIPING -�Q-- TRIPLE DUTY SPIN IN RECTANGULAR (E)PIPING - - WE E �"'� I -+ FITTING OR ROUND MAIN (F)PIPING - - _ - - --- FLAYsED SCREWED WELDED BALL E:�b R•Itj x Wt_e TURNING VANES IN 45• MAX. PLUMBING _ (SOLDERED,GLUED) ��- BUTTERFLY ALL ELLS TEES METAL COLLAR ON FIBERGLASS 5 SECTIONS IN ROUND 4DUCT CONCRETE SOIL PIPE CSP CSP CHECK, SWING RT RECTANGULAR FIBERGLASS DUCT SANITARY DRAIN (ABOVE GRADE DRAIN) W �►-- tEE 9m, 4!5 SANITARY DRAIN (BELOW GRADE DRAIN) W CHECK, BALL SANITARY DRAIN (PUMPED) W �e o-��e a � OUTLET UP Q OUTLET UP STORM DRAIN (ABOVE GRADE DRAIN) eD SD CHECK• sPRINc� RADIUS ELBOUJ MITER ELBOWS t TEES RECTANGULAR TO ROUND FITTINGS T -�- STORM DRAIN (BELOW GRADE DRAIN) SD __80 OUTLET DOWNfl OUTLET DOWN CIRCUIT SETTER tt -Q®D- VENT V -- - -V- - -v- - - a(r" PROF ACID DRAIN ACID ACID TEES ELBOWS -�- FLOW CONTROL VALVE ACIDVENT AV - - - - A'v -- - - - r 1111:011,111 X W -- ---- COLD WATER CW - - -- - - 9m' MAXII"1lJ•1 -_�� DIAPHRA�CsM WHIL—I 15' RECOh1'1ENDED - HOT WATER FW -- -- --—— - 2 BUSI.ING FLOAT EQUIPMENT FLEx 12x6 _-•-- --- --- ~ l— UNION, bCREWEJ _•�� CONNECTION DUCT) ------_ HOT LL44TER RETURN NIR r y4Rp p+��? <�5• � / DUCT SIZE INE __DICATED NATURAL GAS G G -� - CONCENTRIC �� UNION, FLANGED -�jN�- GATE 15'- �� X45 }---t►u—� t--r�`i`k-t y-pr-� *-{>•-1 IS CLEAR INTERNAL 'DENTAL. VAICUI,f"1 DV Ov --E} EXPANSION JOINT -{�I ECCENTRIC GATE ANGLE CEO RECT TO ROUND DIMENSIONS MEDICAL VACtJIJ<� MV MV `T STRAIGHT INVERT RISE ' DENTAL AIR DA DA COMPRESSED AIR A AIR STRAIGHT(CROON -tom- FLEXIBLE JOINT GLOBE IN CO TIONS RECT. FLEX CONNECTIONS TRANSITIONS ACOUSTICAL LINER GO PROPANE "' P REDUCERS CC.,ANECTORS OFFSETS ROUND 4 FIBERGLASS DUCT - OXYGEN OZ O? — I GLOBE ANGLE RG 'FI IRE PROTECTION F F 14 X W SHVAC ONLY - VAC Y-PATTERN -- — ANCHOR -� HOSE 5155 WLOOFF ® STEAM (15 PSIG) S S - � W DUPI.2X STRAINER = GUIDE: PLUG 'CONDENSATE RETURN C - - - -- C - - -- - RETURN �L RADIUS CONDENSATE RETURN (PUMPED) PC - -- - - PC - - --' - SUPPORTS GORED TAKE FILTER HOUSING - PRE55URE REDUCING �-- } TAKE 0 f^�� OFF HEATING WATER SUPPLY (LOW TEMP) HWS HWS IFI PRV- (NUMBERED AND SPECIFIED) HEATING WATER RETURN WW R --FNIIR lJ SUPPLY RECTANGULAR DUCT FITTINGS REFRIGERANT LIQUID LINE. RL RL JAV AIR VENT, SAFETY RELIEF DUCT TURN UP REFRIGERANT SUCTION LINE 11111115 — tQs AUTOMATIC O•.�ncr. EXHAUST r-.• O WALL MOUNT CHILLED WATER SUPPLY C446 - - - c44 AIR - SOLENOID VALVE l� f t CHILLED WATER RETURN CHR - CHR- - - - MSA VENT, Pacific N W T NIGHT CONDENSING WATER SUPPLY Gula C1118 - Propert ies �...��- MVD ONLL LOW LIMIT CON15ENSING WATER RETURN CWR -- - - —CAM— AIR SEPARATOR IC-71 - - -- -- -- r r _ - �� ® - - - 2-WAY CONTROL L;'-SII FIRE SMOKE FIRE VOLUME AUTOMATICIF AILING MFUEL OIL SUPPLY FO8 OUNT FUEL OIL RETURN FOR --FOR -' - - - FSO FO MVD SUPPLY FUEL OIL VENT FOV FOV STRAINERb�FILTERB 3-WAY CONTROL DUCT T+_IRN DOWN OUTSIDE AIR DAMPERSTH_EWOSTAT _ DRAIN (INDIRECT) D D k, + 9965 S.W. Allen Bled.Suite 115 Beaverton.Oregon 97005 • 01 A55REVIATIONS/5YM5OLS PLUMBING SYMBOLS 650:P)T DETAIL NUMBER , OZ OUNCE Pngect: � 11P'IP DEMO DEMOLISH lED) HORSEPOLLJER UON l."NLEBS OTHERWIiiE NOTED ® FLOOR DRAIN, SQUARE l�TAIL SYMBOL ADA AMERICAN PIP.ABILITIES ACT D DEMOLISH (ED) AR HOUR PD PRESSURE DROP, DIFFERENCE V VOLTS / VENT FLOOR DRAIN, REND 72nd Avenue DRAtWNG W14EME DETAIL APPEARS AFF ABOVE FINISHED FLOOR DIFF. DIFFERENCE OR DELTA Hz FREQUENCY P+N PHASEVAC vACAJUM 0 AHU AIR HANDLING UNIT DIA. DIAMETER PPM PARTS PER MILLION VAV VARIABLE AIR VOLUME 0 FLOOR CLEANOUT Office AMB AMBIENT DS DOWNSPOUTQU SECTION NUMBER ID INSIDE DIAMETER PSI POUNDS PER SARE INCH TCP SECTION SYMBOL App AIR PRESSURE DROP I.Q. INVERT ELEVATION PSIA PSI, ABSOLUTE VE VOLUME DAMPER I L EA. EACH IPS R10N PIPE SIZE PSKs F'81,GAUGE VEL. VELOCITY -I}�r WALL CLEANOUT u 1 �I�g DRAWING WHERE SECTION APPEARS APPROX APOROXIMATE EFF. EFFICIENCY R RADIUS VENT. VtIVTILA i ION ATM ATMOSPHERE VERT. VERTICAL FLOOR SING OPEN POINT OF NL.Ce-;MECTION EL. ELEVATION KW KILOWATT (R) RELOCATE (D) 13535 S.W. 72nd Avenue AvG AVERAGE KWH KILOWATT-HOUR VFD VARIABLE FREQUENCY DRIVE ENT. ENTERING RA RETURN AIR 10FLOOR SUNK, I/1 GRATE Tigard.Oregon ARCH _ABANDON !ED) EAT ENTERING AIR TEMPERATURE LAT LEAVIPKs AIR TEMP RECT. RECTANGULAR VOL VOLUME EWT ENTERING WATER TEMPERATURE REQ REQUIRED VVT VARIABLE VOLUME til r- NEW EQUIPMENT IDENTIFICATION two BACK DRAFT DAMPER EXH. EXHAUST LDS POUNDS RH RELATIVE HUMIDITY AND TEMPERATURE � GAtGH BASIN, SQUAR>i BOD DOTTOM OF DUCT (E) EXISTING LF LINEAR HEAT RNO ROtNC W.C.O. CLEAN OUT, WALL ® CATCH BASIN, ROUI'D �- NEW dQ'JIPMENT NUMBER OOP BOTTOM OF PIPE ESP EXTERNAL STATIC PRESSiJRE LN LATENT HEAT RTU ROOFTOP AIR HANDLING (LCs LENGTH RPM REVOLUTIONS PER MINUTE NIT WTR MATER NF BRAKE HORSEPOWER EXP EXPANSION l�cct 1 rtie EXISTING ECNJIPMENT IDENTIFICATION DCAIS BUILDING MANAGEMENT L,IQ LIQUID SA SIJP}}°i1.Y AIR W WATT -�F HOSE BIBS EXISTINWASTE G EQUIPMENT M.1FJC SYSTEM F FAHRENHEIT LVCs LEAVING BAT. SATURATION W EXISTING EQUIPMENt NUMBER OTU BRITISH THERMAL UNIT FF FINISHED FLOOR LWT LEAVING WATER TEMP so SMOKE OAI"IPERWT +T • PENDANT SPRINKLER MECHANICAL CB CATCH BASIN FO DAMPER MAX_ MAXIMUM SEC. SECOND � WITH HWET B'�B �. UPRIGHT SPRINKLER TITLE NECK SIZE C.I. CANT IRON FLAh1GE M'9H BTU PER HOUR (THOUSADS) 61 SQUAD FEET QffueER!GRILLE Moly GONIPR GOf-IPRE86OR F�.O. GLEAN OUT, FLOOR MIN. MINIMUM SH BENSIDLE HEAT WHAASTER HAMMER WATER SHEET' Flom FEET PER MINUTE bNR SENSIBLE HEAT RATIO WFOO WATER PRESSURE DROP SIDEWALL SPRINKLERGFh1 GOND GONDENS - AER LNG, ATE) MVD MANUAL VOLUME. DAMf�ER CONC CONCRETE FT FOOT OR FEET SM SHEET METAL CONT. CONTINUE(OUS) RPT FEMALE PIPE THREAD N/A NOT APPLICABLE SP STATIC PRESSURE ZO ZONE DAMPER POST INDICATOR VALVE CUFT. CUBIC FEET (F) FUTURE NG NOISE CRITERIA SPEC. SPECIFICATIONS) CpM CWDIC FEET PER MMJTE PF. FINISHED FLOOR NC NORMALLY CLOSED 66 STAINLESS STEEL # DIAMETER PHASE CD. CLEAN OUT F�SD FIRE SMOKE OAP"R NO NORMALLY OPEN STD STANDARD FIRE HYDRANT C07G. CO TO GRADE GA GAUGE NIC NOT IN CONTRACT ATL. STEEL car. CONCRETE SOIL PIPE GAL. GALLON (S) NTS NO'r TO SCALE STRJCT. STRUCTURAL Cu COPPER M�,NO. NUPtDER SYS. SYSTEM Y FDI: FIRE DEPARTMENT GALV. GALVANIZED 0"ECTION Dd DECIBEL a M GALL" PER MINUTE (N) NEW TEMP. TEMPERATURE -- DB DRY BULB 0111111104 H GALLONS R HOUR 000 OPPOSED BLADE DAMPER TONS TONS OF R 1 I 21ERRIGERATION BACI�LOW PREVENTER Rc�isl2Jul} 2000 DCG DIRECT DIGITAL Cc74TR&6 HO WEAD OAC. ON CENTER T'STAT THERMOdTAT Addenda I DEG. DEGMEti161 I'1E1lCUIlY OD. OUTSICE DIAMETER TSP TOTAL STATIC PRESSURE REDUCE IE TYPE 2. 27 Jur 2000 DOWN 0" OUTSIDE AIR T'YP. TYPICAL XX Addenda 2 ON I HORIZONTAL 3. 1 August 2000 DP DEW POINT Addenda 3 4. 6 September 2000 c3;R, r .y,r hl ;:t11y t ri J Mechanical Fte�lsian5 �s M11DRE`N DESIGN GROUP, P C 2000. ALL ' RIONTS R[SFFvED DEN DRAWWW ARE THE PROPERTY OF 111DRE14 DE>W GROW. P.Q. AND ARE NOT TD K UND OR REPRMICEO 64 ANY • MANNER. DOWT 111H M PRIOR TA TETT PEIMNS•/ON OF MURCH MIM GROIP, P.C. 72tid Ave 13535 BUP200P 00268 Date-. 16 August 200(1 50 of R5 Drawn b% Checked by: s:• 6,701 Job Number. 99095 File..... ......... WD1085TMO L'jh .� � NLt�CTSheet of: Plot Scala...... 1:1 Plat Acte....... 7/19/00 T � N Drafted by.....SJC C. 0 �netru�tion Set - August 2000 .M,b^umatr gq Cm 1 ' 1 to�Ar l I � •I,, �f I "'A clam 0 Y 10 to r! 1S' 14 10 1� 1• I+� O a S' ♦ !� _ r WIT k ,.. . `u .a .. ..,4..:,. }. r., ,J 1 1 WA HIM-� -9001111111111111 _ al11 1� IMBIBE "I IRS Illf,1 � .� a 1 0.--�� 7�K77I J!Ilr MW mom __ 112 �lid= I!t C01111111111 iNE�_ , +�IL� Map INN\110 I P R. 1' t�1i 11111 PAM �F��. _�l; Liw►. OM Foil .• O 4,Mu P, n� vsMWA -__ 00, �► INN rpmw-- LA 4MMMIN 1 r, wcaum ■■�11 1 IIL�Ti1111111 �� tk _ a R1 O �. Illnlllll �� I 11111111111111-� ;\� --• - :� - : 1-1 I_I 11 � B t► it �-, 111,'- 111 11' :�� ,�� ;�� ;.._:��,,�.�,, _ ,�i' _ 111 p - � 111 �.. , r, � tom. .. s-___�� IN , .�. �w,...rE►•d .�. . mini i - �- NIP + � � J � MA oil epa X111 EX11■■ 11.EPC A 111. bt 0170302141IMM3K.�.� �.�..r � ■1 �� Ire _- c� to, ■�� \7.1[J�� ZYiJ�� — \-,\�7��I■I�tl�Jl��l ,•I�. _r 1 rI � :.� ,_,...; • � I � _ ,� � �. � .� . � •• 11 _ '.(_1'1.��"• IBJ .\ X1.1■ Iw�� Y' ■ 111,o -4.I - •• 11 `� ! -- — ,� - - � � ..•�._�. ,12; —i+. 4 r.�► �i�i��iiGv��E�� . ,► �r ,��e� ■i■��iv r ►� iS J 11�■ISI _. L.L� FBI ,till �1��'�■�' �� 1A�aiN r A1Y��_!��11111�1�� 'I,�. 1 �. ■.1 •\\,,}��i��■■�(�\--*� , r- �'='' I�, ,� �� - �' - © � _ WAIL; .L�r �� •'Q►- + �sa:�ll�_�� ---- r s a'� �� Il��fa�L _ `� "'� X111 illllll� �■ul� ,�- 1�■ ■■� 1111 ► ■�� AL r L \\ r � �.� INSENN, I!'■!��1�1 lun�■■��I Iii I■��j©,;� �� r .� '�� ■�� '�'■■ �■I =��.�___��:�_�._��_ :� - Eli I 'a: __ ilk ! r�■�� 70 r■�' 1 I !11 1 _�III� II 11 1 ug� �! a Ra u1E .AI 11111 h— Min _ v - • �r w,W MW iw as As • r • . /lr.. IIr. • • • • .• • • 1 • - - �• r - ] _ • - ' 1'��I}1 RIM ft � ,1f1�" j Ih P �fitl i • f I _ tl y • • • • • ]• ] • - - - • • • •a a IN! - 1� . '.fir `� y • r.y r .1�4S+er �gk�j'_.�t 1+�+�' IM��r'ik7.. �r'�1ta �5�'� 1"�'i.. �r„�ry.; I • • • ►1 :t 1: � ��4J. ��, , b '1�((Cr G �t\ r yY K� ♦ 1 { � l�F�,��+i•1 - MI 1�� t��pr�\aJ i 4'��r t s �]y�,+14 4 ,IF ati'R.!•; •� R'". ,'h�� ,• r.. ,r,. 1 .fix ? I ." _ .• ., ,° "'��'�hF',. ' ' a IleI' 1 - . • .. / . { 4 t .T rlt r"_1�k I ��'3,Vie.; t t i mom t , , 7 n .. ♦.I,.. .fr -- l lr t.,Ni �:,.rr. �K �,irr ;, .1 �•�I v.• t_J� )• .. ^r ' - .. .,. ... _. , . aa. 1 ';�,,T�\� ti'" „f �+arl"• + i' r1 /r .,jT. • -,g ryt !s - '� , -td. ` r �- \ h i ,. li, ,.«n+f:.'d'•dfllNlk'$�II/II+,;�}11h {I�J .. - {i x MILDREN DESIGN GROUP,P.C. ARC}•IITEM I • SPACE PLANNING 2 3 4 5 C6 C7) �\ I I gLal:e Kerr P Oregon n 97035325 8J 9 '10Oswego, r (503)244,15,52 I I I I I I I I I I I I I I I I I I I I I ' I I I I I , I I 1L - ---- -- .. u1 --- ---- - - - j � •I Iw1l, V� �N f,9 111 7 woo • I II I , v OREGON i 4 I _ ?- •�_- - EXPIRES ,2-31-01 1 " 11, T . _ T +� _ _.. ... -ooArt L E EII I I f N, 1014 J •_ _ I — 4 A ,� I 26 x li • 14lC b EXH - -� _ �- T ' , — --- - _ 12'• � I � 3 � I , fit 22 OF 4 CC )�o 0 1 ��, i j _ 4 N 1 4 4 I I TYP OF 3 T I — ExHE I I _ I Ljo • I - -.- X EXM up it+11 VAV-2 I Ir Pacific NW � � I i � 1 • \/ — IOX14 � -. I � _i � I -•_.�—_y.. ♦ .� -♦1 ir�ly/�_ I A 1 �� v I I I T w j Propert ies I i i T I �� "♦ yAy 1 A 11, � I�/ I • I 11, N I 11, •,• i i i X 1_— X I �'W 12-, — I t7 ' IVV�'♦ li _ , ' Q \it 60 r---}- - ____ - _ len a 115 C. DE — - -- ■ � - --r.. +- _ - . , - - � 9965 5.��'. :�I Blvd.Suit °♦ pN xWl -_ __ ,,_ I D'. Bea\erton.Oregon 97005 11A 12"t 10"♦ I M TrM \ I 11 I - + IP1 ♦ TOject. 1 I j '' n ,___-,., --•�-�- �---._ .- - -- — --- 1 , TY"CAL • 72nd A\ enue --}- Office I I 11 I fi Building "lot3 I / foo I I I ITY0 OF 3 I I 1 ( 13535 S.Ilk' 7 2nd .Avenue UG +_ +— _+_ - - Tigard,Oregon Sheet Title: N SECOND Q SECOND FLOOR PVAC PLAN FLOOR TT13 6CALEt I�"•r-m" HVAC PLAN GENERAL NOTES: Kr=YNOTE5: 0 A. D11GTWORiK SHMN IS DIAGRAMMATIC AND DOES PIDT SHOW EVERY We OR OFFSET L COORDINATE DUCT ROUTING ON ALLOTHER TRADES. L PROVIC>E 22x22 FIBEIE'el-ASS I" LINED RETLW AIR PLENUM,REFER TO DETAIL 6/71-15. REWIRED. HVAC CONTRACTOR SHALL COORDINATE DUCT ROUTING WTM ALL TRADES. TYPIC-IJ. ALL RETUR4 GRILLES. M FOR TYPICAL CEILING SUPPLY ATR DIFI:IJ6E1P%SEE DETAIL b(,> lb, RevISh)nS: 15 CCNW.CTOR SHALL PROVIDE• THERMOSTATS FOR EACH VAV BOX SHOW K FOR TYPICAL CEIL ANG RETURN AIR OR GRILLE,SEE DETAIL� 2. PROVIDE I"LINED SA PLENUMER FOR ALL vAv BOxES,REFTO DETAIL I OR 2/TM. 1 21 July 2000 a CONTRACTOR SMALL INSTALL TPERW6TAT6 AT 4'-0" AFF.AT LOCATION AS APPROVED .Addenda I DY ARCHITECT. TFEI!"K�6TAn FOR TJ.DOM SHALL DE PROVIDED WITH MIN"38 FT O. POR TYPICAL ROOF EXHAJSTER SEE DETAIL JCM 3. PROVIDE ELECTRICAL. REHRW 1aunQREOOKE DAMPERS WTM ACCESS TO ACTUATORS. COORDINATE 'ENTb. 2. 27 July 2000 OF 241E IN CLEAR PLASTIC SEALED DAG,SECURIED A14D IDENTIRED ON EACH VAV DOX P FOR TYPICAL AC CURD AND SEISMIC RESTRAINT,SEE DETAIL]LIM 4 AM!% Addenda 2 D. CONTRACTOR SHALL I'RROVIDE SMOKE/PNIE DAMPER MTN RATED ACCESS PAPEI.S FOR 4. 9ROVIDE I WRAP ON 6A DUCT,COORDINATE EXACT ROUTE / LOCATION WTM AOC TO ACTUATOR COORDINATE ELECTRICAL REQUWM4T. RPPER TO DETAIL 2AMb. Q FOR TYPICAL SOUND ISOLATION,SEE DETAIL I}lIl� C#PERAL C-ORtTRACTOR TMIROUK,M OR ROHR STRJCTtRA1 BEAMS. 3. I August 2000 E CONTRACTOR SWILL WW TO AlRCHIITECTUR/1L. RN'.PLECTED CEILING PLANS FOR EXACT R DEVIATION R'ROH CONTRACT DpAlMNW SMA BE RECORDED ON A REPRRot>urIBI.E 5. PROVIDE 32X0 EXHAUST ON N KIRRM SPZL R°I "DE ACCESS TO Addenda 3 01"AER 4 GRILLE LOCATIONS. 1,6-19WLT DRAWPIG AND SENT TO ARCMNTEGT a ENGINEERING MANAGER SP10KE/PNlE DAJ APER ACTUATOR At BOOR 4. 6 September 2000 P. PROVIDE 2"C0 ONNUIE GRAIN FTRA9 d j RE1'ER TO DETAIL 4/fl'b. S. PIROVIDE I" ACOUSTICAL DUCT LINER! N MIN"JM FMROT 20 ILET OF SUPPLY NPD RETURN 6. SAFE AS NOTE 4 EXCEPT,RA P-ENUM• Mechanical Revisions RW TO CODE APPROVED 47CATIOPI I'�ViOE TF ADHD TEE GLEAN OUT CAPS DUCTS IIROM CONNECTION OF RTU WITS. N EVERY M!0 rADO E CMANIN IN DIRECTION. PROvDE 3/4" OVWI LOW HOLE N CONDENSATE DRAM WITH SMDOTMED MOM. T. PROVIDE PLANT MOUNTING POR THERMOSTATS WHERE WALLS ARE NOT PRESENT,MOUNT GL COORDINATE LOCATION OF SPPDft R NiAP6 AND OFWftER f'"a vATM DUCTu'OR)C T PT/U1E,INSTALL AT RETIRI GRILLES. MANS. C&MM SPRINIiLlIM IN RIILMNt>i Mn IN EAGMI DIRECTIOL V. COMTRACTOR SHALL PROVIDE M*40L VOL"DAPIPEIM ON ALL ERANCM DUCTS wLDaE WWrI R OR NTB NOT SHOW AND EXTEHM�UADRAIN GYP,WARD CEILNU a'LORE N RESEDEsna+yCGROUP. P c 2000 ALL D K SA DUCT RUNOUTS AM SAFE SIZE AS DPPJSER OR GRILLE NE=SIZES,UNLESS OTMEMMOE drNORI� v. l-.00RDINATE 0I1111F9AIER LOCATION MTM ARCHITECT. TNE1E DRAMNM ARE THEPROPERTY a MADAM DES M OR", P.C., AND ARE NOT TD K USED OR RVWX)U= ei ANY YAMOL EXCEPt MIN TW PRxM �ATTE11 ' I• SA DNR�IMEIM ARP`4-"Y THROW EXt�T UA•lIIE OHMOTFERUSE. PERrssaR a mum Doom mom. P.C. w J. CONTRACTOR SHALL VTIRI Y EXACT CEILIGHT Ib HEIWiTM AWHMTECT PRIOR TO INSTALLMIa - OICIRIOW AT ArPIRO"TILT W-0" ATF. 72nd Ave 13535 Date: 16 August 2000 suP2000-00268 K I'IRDviCI!22142 ftOW RETURN GRILLES,T'YPC♦AL FOR PNMT 11011.0011111!TIPIAINT SPACE. 80"� "� Drawn h� Checked bv: ` AM TO WAIL 1/T1'R. MDDA^N.N r Fila............ ....AID-109`_ 1 TM3 9909$ k y Pict Scale Job f b�Number: of PICC Date--5/18 00 C0ITACT-96 K" L " Drafted by.. MDB /MN Construction Set August 2000 TM3 4E"Nnh11 qo d Om 101 I � J I II I I I n., 471-FRII11MR. I I n n I�nl I I17nt nlnu I unl ullr I uulul In lui I I I n n lIIIIIIIII OIIIIIIIJICIIIIIIIIII�II�!1111111>1�1Ib 11 11111Q111111III III �II I I IIIII 313 14 to to t11lIdI229 1I4 I II I IIIA� M 28 27 - Z" t ^ +�''' r. �� p any, �,.n} t. • ^. 1 t� - .. 1 w M71 M 4„•I � tl s. IVa---------- MILDREN DESIGN GROUP,P.C. ARCHITECTURE • FACE PLANNING 11830 SR' Kerr Park%�a�,Suite 325 Lake(s%A ego,Oregon 97035 (503)244-0552 1 2 3 4 5 6 7 $ g 10 PAF Cl$Nre I I I I I I I I I .319 i 0 ODN , fir 17 y4RD I I I I I I I I I EXPIRES 12—J1—o>7 I I I I I \ I I I I I I I , I I I I I I I Q”ner Pacific NW Properties — 9965 S.W. Allen Bled. Suite 115 IOXIm Beav erton.Oregon 97005 16X16 EX14 ON VO4 ON oD - - F(-=---I 8° I - _ Project:I I I I • (134�RJ6) •'�244-RJ6J i/ � i" � '2nd Avenue Of f ice Building 13535 SAV 72nd .-Nvenue Figard,Oregon I I Shco Title / MECHANICAL ROOF PLAN GENERAL NOTES: _ A PROVIDE 1"W DE SATE DRAIN FROP1 Mj- AND M-2 Rei lsums: DRAIN TO CODE APPROVED LOCATIOid, I. 21 Jul\ 2000 :addenda 1 27 J u h 2000 Addenda 2 3. 1 August 2000 Addenda 3 4. 6 September 2000 Mechanical Revisions N ,I I IlILOREN OESIOR GROUP, Pc., 2000, ALL 1 MEGHAN!GAL ROOF PLAN � WOO DEWI ON", P.C.. ARD ARE DRA1wm ARE lot PROPERTY Qi } NOT TO K USM 0o RUMMM IN AN r YANW,EXCEPT VAIN lot PRIOR WTTEN '., • PE!!M!lD11 OF IrIDREII D[!ON g1011P. P.C. 72nd Ave 13535 Date: 16 \ugust 2000 r RUP2000-00268 61 of 96 Mawn b% (.'hecked by. Job Number 9, 095 r� File... ........... M01085.1TM4 Sheet of: cOV7ACT MPot Scale...... 11=1 rDSIfA Plot dote,...... 7/18/00 Drafted by - SJC/BLW camowtion set x9m 2m TM4 kb N.Mb" Cfi I X111 l ;I l � I1I1 � III11111 11111I111111111111111 100 1a aI4 I� Ie 20 alora '' 21 z: =a ee y "1�40kJlti .. — � r R, P : s r 4 6LEEVE CLEAPAfdCE TOP 4 SIDES- AN HMDLNC -AC LINIT DRAIN PMI CLEARANCE I*QV v Ib"PER FOOT WIT DdCHA LIGE OF DUCT WE41W AT TOP, lob"PER T T-_ UNION AD(T FOOT OF DUCT LLIDTH AT SIDES. REMANAINT LABEL Miwitm DESIGN GWUP,P.C. PlEamw ON ALLDOOM MG I"h!1 TYPICAL OAMAP ON All - f- FIRERATED u1ALl. ARam�c�f�e SPACE >'uxnrn�c PANEL.$. LETTERS SDE$OF DAMMA 14"MIL AIR DUCT&Va DETECTOR PO61TIv1: WK7N 1 1530 SW Derr Park'.%-a\. Suite 325 MOTOR - MIl 'HIGH 6AMPLE TUBE LENGTH �� 7 Lake Os�%egc.Oregon 97033 - --, / -- i M"MU I% X DUCT WIDTH I" MN ;W3 244-1)552 F� / I TO DRAIN J . DISCHARGE APRO►l � �DUCT I �CAUUI.KIIG 1 /�---- TEE yMT}1 ANTI-VORATM MATERIAL I THREADED MOWS 0 ' ° ACTUATOR TAIR SIUPPLY-+ A x CODWT GUIDE I!!r' I0KE I I P..UG,T7P. i I FIRE STAT CAMPER O - , FIRE I oAhtPER 6 DUCT ODTWI6 AC WIT DRAIN PMI MAIN FA6T@IANIG `. ASbB"EL,Y - i UEATFER BAFFLE j�AMPERF CLW A FLASHING by I MINIMUM 0 0 o I o o / t1J101r ANT CONTRACTOR I I WALL OR CEILING MOUNT I I SLEEVE REMOTE TEST STATION WILED r - --- -- --- F-- FOR ROOF -== i MI mm DESIGN GROUP, P.C. ARCHITECTURE - FACE PLANNING ROOF TOP UNITS 11830 SW Kerr Park«ay, Suite 325 Lake Oma ego,Oregon 97035 � COIL 1503?244-0552 MARC TYPE IAPE SUPPLY OSA ESP RPM HP EXII"T ESP RPM RPM FJP NOMINAL. COIL AMBIENT EERHEATW a INPUT 1 EATM OUTPUT �� l>ti) WEIGFIT REMARKa a" a "I (IN.) CR1 CAPACITY E.) ('F) (MBH) (MB14) (LBS) Rill ONS W,420 PLUS C04CWTE f ACaED 24000 3,60e 3A7 1113 40 22000 I" i84 684 6 TOTIST 4 2ND ALi'SiT15 i9r4/bIJ! 96 03 060 600 80 TU15 ILDW ■ 220M TOTAL (D O O O O d00F TOP RQ,OR 24000 3,600 30 1113 40 2200 I" N4 684 5 bbiTALI� ?S4/bld 9D 53 060 i80 � TUD IIAW ■■ 22AW TOTAL Cl)O O O O ELECTRIC NEATER 1° D EAST FAN MOTOR REMARK NOT Q SC� c ON AIR VALVE ` I --I INCH DUCT LINER AIR VALVE I INCH DUCT LINERI. COr�WATE ELECTRICAL RE6MJIREMENT. CFRTAINTEED OR EtaUAL DOR EQJAL 2. SEISMICALLY SUPPORT WIT. 3. PROVIDE ALL MOTOR STARTERS,vOD,ETC. - - - 4. PROVIDE D7C CONTROLS 4 STATIC SENSORS. 5. DESIGN BASIS: TRANE INTEL PARC 60 TCN. F-1 AIR I 22 GA GALv.STEEL I _ AIR EXHAUST FAN �x� I FLOW G DpC`f^ MARC DESCRIPTION SERVING a" TSP HP DRIVE RPM TIP SPEED CONTROLS tJA#ELT7PE DIGC 4AWA t1EWvWT REMAW6 22 Geo.GALV.STEEL 1BLIxJLROOFTOP REST ROOM 1400 0.6 W. 44 DIRECT 1140 43" MANAGMENT DI DOUIDLA6T b0 Q O 04 - � MINIMUM � �AREA S� � M� L � ~`h4kn 5� SYSTEMD- �� IST FLRIN Dcs �J ROOF TOP TRS R WM 0.5 b DIRECT 1140 t 43" M SYSTEM 51 DOVAN AST i0 Q3 Q3 `:J - NaTEs: O GOOF TOP KITCHEN :400 03 IK DIRECT 1140 4365 ON/OFF SIINTCH BI DOWNTlLA6T 40 O O L ALLOW MINIMUM OF 4 FT 17 STRAIGHT DUCT DOWJSTREAM OF UNIT BEFORE FIRST RWOUT. REMARK NOTtS: Q 1. INTERLOCK WNTROI.eWT4JM- 43Ba � VAV-PARALLEL/SERIES FAN DETAIL 2 VAI/-51NGLE DUCT COOLINg ONLY 2. PROVIDE T-STAT FOR 80'F. SC ALE: N.T,S. 'TM(o SCALE: FITS. 3. PROVIDE MOTOR STARTER ROOF CURB 1 BACKDRAfT DAMPER 4. COORDINATE ELECTRICAL RECUIREMENT. VAV TERMINAL 5OX A PARALLEL AT FLOOR 6" 300 230 - 1 we 3 65 w 3 Q ELECTRIC FEAT EXTERIOR t.'R1 Tap H�SIZE EATFEATi:i COL _ MARK TYPE ZOPE CLG HTO MIN (IN,WG) OW Iur KW l'FI ('F) STEP I�ETIARC6 31 ELECTRIC FEAT ISTFLOOR100P. 500 380 - a 100 5 65 90 3 I PARALLEL Q ADPARALLEL 2nd FLOOR liv 58C 460 - 11 100 5 696 90 3I A PARALLEL IST FLOOR - 9 1005 65 90 3 — I ELECTRIC FFIAl EXTERIOR Q e ELECTRIC FEAT EXTERIOR 625 320 240 ( Q 0'-�Ilei ? ELECTRIC T EXTERIOR 625 320 240 - 9 100 5 is 90 3 QI 33 ELECTRIC HF"T EXTEW R4 525 2" 200 - 1 100 5 65 90 3 O ARALLEL Pacific NW Propert ies PARALLEL 2nd FLOOR b25 320 240 _ 9 L� 6 65 90 3 Qj AY PARALLEL 1ST FLOOR 9 I00 5 65 3 ELECTRIC TERI TRIC HEAT EXOR 34 ELECTRIC FEAT EXIERIOR 650 300 230 w Q 3 I PARALLEL 2nd FLOOR 000 400 300 _ I0 1" 5 65 90 3 I A PARALLEL IST FLOOR _ 100 65 4 ELECTRIC FEAT EXTERIOR Q ELECTRIC HEAT EXTERIOR 310 186 140 6 3 90 3 Q A PARALLEL 2nd FLOOR lie" 500 400 0 L1w 1 11 65 90 3 O JgA?� PARALLEL IST FLOOR Iw 625 415 - 12 100 5 65 90 6 ELECTRIC FEAT EXTERIOR 36 ELECTRIC HEAT EXTERIOR 3 1 9965 S.W. Allen Blvd.Suite 115 A PARALLEL 2nd FLOOR 550 215 210 - 9 100 3 65 w 3 1Q e PARALLEL IST FLOOR EXTERIOR 500 500 500 - 1 100 5 65 90 3 Q Bea�'erton,Oregon 97005 i ELECTRIC H � EAT O R - 31 ELE", CONFE MC FEAT 1 W CE R XM At PARALLEL 2nd FLGOR - Q IST FLOOR _ - - Q 1 ELECTRIC FEAT EXTERIOR 900 460 340 l2 100 !i b5 90 3 I 38 SERBS COMPUTER Rt)OM 600 ?30 10 100 65 90 3 4 PARALLEL 8 ELECTRIC HEAT �OORR 560 215 2W _ 9 Leo 3 65 90 3 Qj � PANEL IST FLOOR _ 3 O 39 ELECTRIC FEAT EXTERIOR �� b� 460 C {00 g 65 90 Protect: IST FLOOR COMEWENCE ROOM 3 A PARALLEL 24 FLOOR 1200 600 460 t2 Wo 5 65 w 3 1 A PARALLEL A L UNCW R XIM 900 500 380 - a 100 5 b5 9m I 2nd Avenue 9 ELECTRIC HEAT EXTERIOR e ELECTRIC HEAT Q ELECTRIC HEAT �FLOCR 800 400 300 - w10e 5 65 9m 3 JgA?� PARALLEL 16T FLOGW*O 41 ELECTRIC FEAT EXTERIOR 11M525 400 a h-A-V\ PARALLEL >mm 5 65 w3 Q Of f ice 1 tl ELECTRIC #AT �OR 1410 136 5i0 - µ 1e0 5 65 90 3 QI ELECTRIC HEAT ''XTERIOR b00 900 ?30 _ 9 100 3 I A PARALLEL IST FLOOR 65 90 3 Q Building eW PARALLEL FLOOR 600 300 230 9 100 3 i5 90 3 Q 3 PARALLEL IST FLOOR 1460 515 440 12 100 5 65 w 3 Qj E.ECTRIC FEAT ?P_XTERIOR ELECTRIC HEAT EXTERIOR A PARALLEL 2nd FLOOR we 450 60 - 12 1Cv 5 65 90 3 O A SERIES IST FLR INTERIOR 13535 S.W. 72ndAvenue ELECTRIC FEAT EXTERIOR 44 ELECTRIC FEAT CORRIDOR STAIRWELL 620 340 260 9 I00 3 65 `� 3 ��O Tigard,Oregon e PARALLEL 2nd i7.00R 810 436 330 - a 100 3 65 9e 3 I A SERIES IST FLR - Q Q I4 ELECTRIC FEAT EXTEIQ1s:14 Q 1100 660 600 12 100 1S b° °� 3 2 5 46 ELECTRIC FEAT LOBBY A SERIES 2nd FLOOR b ELECT1eJC FEAT EXTERIOR - 290 100 3 b5 90 3 O 8ERIE6 IST FLR w 410 360 - 12 I00 3 65 90 3 O O ELECTRIC FEA.1 COSFRIDOR 2n4 FLOOR 930 466 360 - 02 100 5 65 90 3 � - /�I_,A_v SINGLE DUCT ET FLR - - I00 65 90 O Sheet Title: 5 ELECTRIC HEAT EXTERIOR IFITERIOR 430 165 1 41 1°Rl=68UICir INDEPENDENT T1 PRESSURE INDEPENDENT WTEWWR i00 - 230 - 9 {00 - 65 90 3 Q3 PRE66URE INDEPENDENT t9I4TE�GR 625 240 - 9 100 - 65 90 - O SWALE DUCT 2nd FLOOR ww" DUCT MECHANICA e _ SCHEDULES bWGI.E DUCT Ind FLOOR _ _ 1e�0 65 90 3 Q - - y PRESSURE IrDEPEt•C�EWT Nnw"R 1" 290 ID 3 SINGLE G4CT ;sr FLR 3 4a PRESdIRE INDEPMDEMT N�� Ice 210 10 "gym 65 A N D A SINGLE DUCT 31W MDQINTERIOR 6" - 230 ' 100 65 90 3 O A SWGLE DUCT IST FLR See - 340 _ 10 100 _ 65 w DETAILS h RESSURE PBDENT PPRESSURE INDEPENDENT � SINGLE DUCT 2nd FLOOR _ - - Q IP�TERIOR - - _ 20PIMMURE 100 270 10 100 b5 90 3 3 A 81rGLE DUCT 65 90 O hfIE1tlOK � 1ST FLR we 520 12 100 51 PRESSURE INDEPENDENT INIT114" A 68GLE DUCT 2-1d FLOOR r� PR 1;27 PRES4IJRE INDEPENDENT MtRloR 1900 - 500 - µ 1®0 - 65 90 3 O SWGII.E DUCT I6T RRAII60 - 440 - 12 100 65 90 - V ESSURE INDEPENDENT INTERIOR _ 62 22 meow wDe EN7ENT ►J*EM OOR am - 4i0 - E we i� 3 O A SWGLE DUCT IST FLR we - , - D 100 65 90 Q3 - -- - 63 PRESSURE INDEPENDW NTERIOROw"DUCT 2rad FLOOR - - NE!!R MDEPEPOENT 1410 - 560 - K 100 ib 90 3 Q3 A 5WA.E DUCT I IST RLR _ _ _ 3 a PRESSURE IIE`EPtTDENT MTf`RtiOR 4� Li0 1 I00 65 90 Q 2nd FLOOR 816 - 440 - O 10e - 65 9e 3 O q SINGLE DUCT 16T RLR we - 346 le 100 65 91a 3 R1.evisions: July 2000 bb PRESSURE rt�C�'PEAIDENT WTERIOR O Addenda I *MR PJCT 3w 3 Pl�iWW MGEFOCIENT Klemm 1100 - 4Zu - D we 65- 9e O AV 6LE DUCT IST FLA 420 12 65 WGTlee - - 100 - 90 - 3 Q 2. 27 July 2000 3 PRE66UR E NST INTERIOR wo 3 _ Addenda 2 S LR p1IGT - 60 - � 100 - � 90 — -- — 3. 1 August 2000 r D� NTIRId! �j A SW AA DUCT IST R.R 1e0 - 210 - 10 _ 65 `� _ Q3 Addenda 3 ON"DUCT bw FLOOR 61 PRESAISIE IDEMODE*:T MYTERIOIR !O" NTlAIOR IIt00 - 420 - R 100 - 66 w 3 Q3 _ - - - 4. 6 September 1000 SrrGLE DUCT ger a.R �0 Q PRE6SURE IrDEFIIRDENT INTERIOR IIOe 210 t? 66 3 Mechanical Revisions Q ',( r WT tNlD - - - - - - - A !E1tlE5 15 R 84e - 320 - l0 100 - 65 90 - 4 "'O HEAT ID Ablift NOT UW \t7 i 1 /�! RICH TS RESER��ED LAIS iaLOREN DE9GN ;R(JUP, P C, 2000, ALL REMARK— NOTES: Q MESE DRAMM ARE THE PROMTY OF MRDREN DElON 0"P, P C., AND ARE 1. DESIGN OM16 TRINE-D6-9,PARALLEL ELECTRIC wEAT,PRIGMDE DDC CONT1e0Lb,TFER'IOSTATS,COORDINATE ELECTRICAL REGMJIREMENT. NOT TO e¢CVSMEPT OR Rcp+PMM M ANY w MANNER. E)<CEPT RIM /NE PRIOR MMTIEN 2. &AME AS t I)M CM TRAM D5-%SERIES ELECTRIC HEAT. PEa�aoN a►�anRo+DEsaN aauP. ..c. 3. iA1'TE AS EXCEPT TRAPS D6-11,PM60JW INDEPENDENT,NO NEAT. Epi/raoo A- 131;1-; Date: I G August 2000 4. SAM! AS V EXCEPT NO FIAT. Ura%k,n bv: Checked In u I S. vqv Sox PRvvIDED M conE W. � MLN Iob N Utn r -- 99095 'S , ` "• A2 Sheet of: MICHA4 File.................h1U1 OSS.I I1N5 �(T�•T..� ►'�8 L T I N D N ti I N E E A O Piot Scale......1:1 Plot Pote....... 7/19/00 " Drafted by.....SJC m8t ♦ Se �'�liQn Set ALOM 20006 ISN .RY tTAN' CR1;nail i .n I I Hill i� i I I III I n iii a It ► t 10. too a 10 11 Is 3 14 le 1 to to G 21 22 3 24 2e a 27 a 20 1310 - lop 11111010011111111111 111111111111111110W k"i No it 0 1 17, f I ;j t 5"i yi ,� 't a • _ c c. MILDREN DESIGN GROUP,P.C. 1 2 3 4 C5) SP 9 ARCHITECTURE - ACE PLANNING 6 �� CEJ 11830 SW Kerr Park%lw,Suite 325 lake Oswego, Oregon 97035 (503) 244-0552 I 2' I I I I 2"8O 1 2P 1 I I I I I i �--- I Tyr.?r -3 6. „ Fl \�� - ---- - - - - - - - - - - - - i I I I ( ) I I I 6 - - - - - _ - -- - - - ------- - -- -21 4G IN 3.319 --_ — ( 0111100++ ,\ Y 17. ,z-s,-o, II II I II I I -- I I FLO." i Ti+,l-ICER SWITCH 6-, CO-3 3"V IJP CO-3 CO-3 1�" 2'w v � GEE TT'g 6-1 --- __ - -— _ c- 6-I I 1P4 1T'4 TP6 -7"v- -- 'r we i 3 YUP �..----- --gam.Z -..` I I —ry-$ —yw-- --�1 112816) `• OSIY - GO-3 I/� I f ,,,� - CO-3 �� ` - — Cp.3 I -6"RL ` ------- "� •"�-� 11 2-- 1 1 T py— » 4 CO-3 I -- 2"V UP ' �� 1"Cljl``+ I �� Cp syr*m o� -+0 311V�e T �- 311r�D-I 3 ,4,1 --_- _L�__ - -- - - ST ��- — 3' -ST DRAM - - S, - - _ r -i--- - —3,w 2 w 1 - 311 T► 3 \ I DRAIN 11 4L - - 1 I - -- ---� t'ti1i�a1e - ----- - - _� = T-s_ _ I M6-1969� ►1�1*+� 6,1� 31,V O.�ner. IF-o2212' �' � ---- — - — —s'� :'rl -� -�• — — - -- — — ---- �'NW lliv ) • 1 I Pac�f is N�, 11 1 3111(24111 ---- 1 T (We PLU4 FRA 1 w , 9 _04-1 Propert ies 3 v IP CO-3 ,� 1 1 n I 1 1 I 1 C V-3 A I I I W) M ll2Fu6) I I �— 6-1 ;; ' - 1 CO-3 I 1 1 _ All Blvd. t l l" _____--_--- --- - --- I 9965 S.W. en v .Sui e o 1 I II 1 1 Beaverton,Oregon 07i'05 413 2V Q e I w 3 II ll9t}Fub) ri I II FM Fut 221,10' I �_ ------ --- --- ... ------ II 1 s O a Project -- I Ib t5 low 1�- ---- el 72nd Avenue h'+C11 6.1 Office Budding II 211 ISD-I - - - - --- --- - - - --- �� Ob 8" GN-I lnp) (tap) "��g' ON-1 - 13535 S.W. 72nd Avenue 8'RL a - - - --+ - - --- - -- - --�-- --- -- - Tigard.Oregon 6" Co-3 TYP.2 .b' FT I CO-3 I. ; O2" oN-I co-I CO-1 IE•226JD' 611 2'8D a 11M 2 IE•2250' (nbop) �6„� ..� Sheet Title: 240 FIRST FLOOR N I 6.1w PLUMBING 0 FIRST FLOOR PLUMBING PLAN (11'"os) PLAN GENERAL NOTES: KEYED NOTES: O A. PROVIDE ISOLATION VALVE8 ON ALL DRAWN PIPING,TYPICAL. PROVIDE N FOR FLOOR DRAM FD-L GEE DETAIL 4RPt3. I. 6EE CIVIL DRAWWA i-M- CCNTINIATION- VALVIE6 M ACCF861DLE LOCATIONS AM ACCE66 PANEL6 REGIJIRED FOR HARD CEILING6,COORDINATE EXAC'LOCATION AND TYPE WITH AJRICI•WTECT. 0• FOR 6EISMIC 61PPORT FOR WATER HEATER DETAIL,SEE b/TP6- 2. PROVIDE HUD CLEAN-OUT CATAND N& 151 PAN1:L HEI TO GENERAL_NOTE Im. T'Y'PICAL Of 61X(b)LOCATIONS. STAGGER CO FEIGHTB FOR ACCESS TO R INVERT ELEVATIONS DARED ON 19Nl81M- FLOOR(TIN FLR)ELEVATION SHOUN P. PROVIDE RAM DRAIN(010)/OVERFLOW DRAM(OD)PIPING,MN TIGHT TO am!PLUGS. ON PLAN. IIDEI111i ROOF DELX,C.DORDINA',E un`TH HVAC DUCTWOl11C 3. PROVIDE FULL I.ME SIZE DOLL 8MITOFF VALVES AND ACCESS TO VALVES, C COORDINATE LOCATION OF ALL MLOW GRADE p,%PING PEPETRATION6 TWAOIIGH a PROVIDE CW 414W PIPNG,RW RILL LIPS 612E TO PLUMISWr FIXTt2GE6, TYPICAL Re%Islons: FOUNDATION AND FLOOR WITH STRJGIIJRAL riGINEER APD GR&WAL TYrICA1 CONTRACTOR, 4. PIRIOVIDli FULL LME bIZE D.ALL SHUTOFF V,<'J...VES AND CAPS FOR FUTURE R PRvvIDE CLEAHOUTS ON ALL IW.6TE PIPING ON DEME OF GREATER THIN CONNECTION. I. 21 Jul) 2000 Addenda) Dr WEAL ALL PIPING PErET RATIONii Tii;ii FLOOR�idL'�Iv-1"6 WATER TIGHT, 1313', ON ALL FIXTUM6 MORE T,4AN 6 FT.FROM WASTE MAIN,WTHN IM FT. COORDINATE LOCAT101E WT11 GENERAL CONTRACTOR AND OT1ER TRADES. LENGTH OF WATT PIPING,WHEYHER OR NOT.i CM AND WERE REG NMN 5. PROVIDE 2"V/3"Y MN TO CLEAR HVAC DUCTWORK BY LOCAL JURBDICTION. 2 uh 0 E. REFER TO DR/WIIICs FOR EXACT LOCATION OF FLOOR b. PRCrV�17E OVERFLOW NOZZLE Q�l CENTER ON WALL TO DISCIIAR.'E AJ30v£ Addenda 2 ,. WINDOW,VERIFY LOCATION Ii ARCWITECT- { I August "2000 DRAINS. S. PROVIDE RAM DRAIN PIPING,IN6lL4rc H", ZONTAL RUNS ONLY. Addenda 3 F. CONTRACTOR SHALL EXt80 ALL STORM AND 6IWITARI'WASTE PIPNG TO T. PROVIDE I/&HP ORT 6MMN QZR HEAD COMPRE66CIR POR ENTRY 1. PWOvIDE RAN LEADER<iRL)/OVERFLOW 6V)PIPING RN M RJRRIPra 4 6 September 2000 A MINMIM OF S'-011 OR 04M OTHERA E GHOUN. vOTI UIG OR HEAT TRACE AT CONTRACTORS ANION. COORDINATE WAC VERIFY E�� '�E°'� RE� 6 WITH ARCHITECT, Mechanical Re\isions ELECTRICAL MaJWRgM M. LOCATE CAMMIl66OR IN JANITORS ROOM. STRUCTURAL ENGINIEER AND GENERAL CONTRACTOR G. FRDVIDE DIELECTRIC COLIPLING6 FOR ALL DW6MILAR METAL PIPING COMECTION6,rnw4AL. IL PRii CW,FW,W, 1 V ROUGH IN FOR bl K",FOR PJTURE TENANT I TOR 'VEMENT. & PROVIDE OvVVLOW NOZZLE 2L-L DISCHARGE 16” AF',�. K PWVVE ACCESS PAMA OF TYPE AM LOCATION AS APPROVED DY THE V. PROVIDE RLI. LINE 61ZE '341 8HUT OFF VAL.VE6 WITH ORAN DOWN ' PROVIDE MIXING VALVE L'>YJ, 1*TALL PER MAM,PACTINlER'S pECOhf"ENDATION6. AiC3NaECT. F'O!R DU EbT1r: CW. W. 641E Ab NOTE b,EXCEPT INSTALL id" ARG. gi��N�o��al��o c. zeoo k} I. PROVDE CHECK VALVE IN FDC TO 8►�IItiCLER F'IP! COMECTk7N6. WI ('»ONlTRACTOR TO PROVIDE WATER 1W`I'!k ARRESTOIR6 ON ALL CW 1 II, PROVIDE 3"WASTE,COORDINATE ROUTING TO CLEAR HYDRALLIC EQUIPlENT nCK DPAMW AN " P,N0POrY Or ►yl PIPIKll 1lN1. M ELEVATOR M.at"kIINE ROOM. •�, ix,tY J. SHALL r'�INATE ALL WI«_:TE AND SlOR1't DRAIN PIPING wrt>1 r1 trEslarl aOR RI v c. wlo ARE N X CONTkACTOR BKALL PROVIDE TRAP rM'!R STATIONS AT LOCATIONS . r, KeAllill J FOOTHW WT146TRJC7UR.4.E4244 RAND d NERAL Ab ArPRDM BY TW ,11RCFNT!!CT. • CONTRACTOR TJ. f°ROvIDE DAL41dCMlr+ Y,aL vE6,INSTALL IN ACGTt661Di.E LOCATION. NOT +o Ui[usn aU ntrMo uem M w1r wwltn, [x2or wnl nUc a111ot U„IU1rTD1 "'. vE11MIfPJON WDQM OEl01 OAOIIr,►,Q Y. RFIIP LO".ATIONE GHOMN FOR CLARITY. MOWT ON WALL,PRDVTDE RIMEL DRAM PROVIDE MNIli 6 FT 6TRAIGW RUN FOR 6uD6 RELIEF,FROM ALL li DRAM It!1iICTLY TO OvlR�:J L- bate: IR August 2000 K +RO'VIpE TRI!RAa/W IILSlEvdb ON Pli11�A1lONb PIiODUG1JCi EGTtJIPI"lNJT, IL`.K1TC�1 6INaCb,DI6141JA61ERS ETC- 000= Drawn h�: Checked b ?CMN�>i�11 �ARAITOPM SII DItTAM.2,S /4/11 . , 14, PROVIDE 21!"CW PIEDWCED MIRMU E BACK FLAW M EANTM(R"W) n e}, y: f., ANL MIEL DRAM„DRAM INDIRECTLY TO OVER IBJ. dP AM WON=CL"'AR AM WALL � �.�Y1 T� IS, PROVIDE 141, CW APD%1 HW(RPDP),CONiECT�VII)TO DI614IWWR AND �" O , , :`M ? ll,. ! P k k ? KfI��/YIR �Vf1�� i',�1' �Y. T i .T" ay�e ; ` 11 MAKER IN ORATOR PRONTO[FUNNEL['iRAINI3,DRAM INDIRECTLY r ... K I=VEW T31a1 ROM MAIL.M 6RFS. h;y t File. .....MQ-1085.i TP2.DWG,, •' ........... TO OVER� Ni RPDF''8 IN JANITORS RIOOM,6110UN HEIRS FOR CLARITY. Job Number: o Shot of. P of Scale......1:1 16. pgOVIDE �" GW RW AND%OMECT TO It�RKEIRATOR ICE MAKER. CtMACT� ICER I e y Pat pate.......07-19-00 WOIAWA' TP2 U•afted by....,5JC/RLC/GRC n. FROYOF�' DRAM- . Gc�truction Bet - August 2000 1/•Vnnhn r,p � i 1 i 14 C >a • Mh♦ 1 NO. * t Kms` . ••t, • ;i p alk''• C. , I, I MILMEN DESIr.,N GROUP,P.C. ARCWrBCrURE - SPACE KANNING 11850 SW Kerr Parkway,Suite 325 1 2 3 4 5 6 1 8 9 o Lake Oswego,Oregon 91035 C\ (503)244-0552 I I I I I I I I I I Ir,r N I I I I I I I I 7(no -I0) I I I I I IOi 1Gi \ I I I I 8 I I I&A - tn PSE - - - - - ---- - - - -- Ll -' -- - _ •----- ---—- I VBG/6� [NEf.`V/ _ __ — - -— ----- I / 13.319 I oR[Oow 17 . EXRRES t2-Jt-Ot I OC � I I I r RD-i - w RD.I i <--- 9"v twe u nlwr u T l S'OD \ 61 1/4'/FT o 1 I k I s" oD-I _` 8• I/4' / T �JS'OD e•'n .,M� ;fCp-9 [ �I I[$ Cp-3 r ac e• - - I - - - - --- - -- I - --- -- - -- - ---�- O�.�ner: _ I Pacific NW 4„ VTR I _ - Y CAP I CW I of Properties ies ry � _--•�,-��AND I T•W 6-1 r� J � i r I I I I I I I OCAP I"CW 1 — — AND I'14 W 1"141 C. E - - - - - - - — - — - - - - - - -- - - - --- I - --- - - - -- - - -- - - - - --{-- - - - - - - — - 9965 SAV Allen Bled. Suite 115 Bea\erton. Oregon 97005 ,i r—-- i Pro)cct: 4 72nd A\ cnue TP4 TP4 I I I Of f ice Building I (D- I I I I I I I - - - - - --- 13535 5.w. 72nd A�•enue J Tigard, Oregon Oi lOi • Shc,�et Title: - - — Y OD-1 SECOND FLOOR PLUMBING N PLAN © SECOND FLOOR PLUMBING PLAN _ TP3 6CA1 1/9"•r-0" I GENERAL NOTE 5: KEYED NOTES: Q A. THE ROUTING OF ALL M"Cs 16 DIAGPA0 MATIC AND DOES NOT SHOW EVERY — OR1SET. CONTRACTOR 6HALL COORDINATE WITH HVAC AND ALL OTHER L PROVIDE CW AND 4W PIPMG,CAP ABOVE CEILING ROUTE M WALL BELOW Rc\worn: TRADES COWTER 14EIGEIT,ROUTE AND CAP WASTE AND ANT,CW ANG 14U FOR RMJW ROUGH_INIt ! 21 J u l� 2000 i Q MlIGIVIDE 160LATION VALVIE6 ON ALL BRANC14 PIPING,TYrICAL. PROVIDE VALVE6 M ACCE66ME LOCATIONS AND ACCESS PANELS REC.UIRED FOR 2. y'CW AND 114,4W FOR RMJW- PROs FILL LINE SIZE BALL 6HUTCPF Addenda17Jul I HARD CEILINGS,COORDINATE EXACT LOCATION AND TTPE WITH ARCHITECT. VALVE6 AND ACCE66 PANELS,TYPICAL.. RIFER TO LIEN ERAL NOTES. 2 Z7 July 2000 C. COORDINATE LOCATION OF ALL"811dG PENETRATIONG TWW FLOOR WITH 6TRtJCTUI•AL �rldenda 2 � ®dGINEEIMING ANO GENERAL CONTRACTOR 3 I August 2000 D. SEAL ALL PIPING PENETRAITON6 THRAKsH ROAR ANO WALLS WATER \ddenda 3 TlfsHT,COORDINATE LOCATIONS WITH CAMUL CONTRACTOR AND OTI#R 4 fi September 2000 u TRADES. E REFER TO AR WMCTURAL DRAAANCs FGR EXACT LOCATION OF MOM ORAIN6. C`lechanieal Rei isurns rIP ^'? CONTRACTOR 64tALL EXPEND ALL 6TORM AND 6ANITART WASTE PIPING TO A MINPW OF 91-011 AND wwm O�bE 6HOWN, P. /P�R��.V�rID�E��/�D�IyyELE�C/T�R�I►C��COI6'Lt+t36 POR ALL DI661MILAR METAL PIPING - ..:14 CO"CTMq,TYPICAL r-ICAL Mll[1R(N DESGh GRW�' P L .Ol)0, All 6. PROVIDE ACCESS PANELS OF TYPE AND LOCATION AS APPROVED BY THE 40T TO K USiD 01( REPR0DUM N ANY I' 11A OO, EXCEPT tNTM Tt1E PRIDII tM11TTEN THESE DIIAMNOS ARE 111E PROP11alY Oi ,,,,•� 4l CONTRACTOR 64IAld.PROVIDE PIKE TED SLr�VEb ON PENETRATIONS THRu - w[DIRE,1 oEsw aauP, P.c., AW ARE .• C*A PANCY SEPARATION& $EE DETAILS T,3 M% ptM/!!OM a MUM . P.C. L PROVIDE CW a HW PIPM,ON RJLL LINE 612E TO F9.UMISM PIXTIM6,nrICAL. _I6 Au 1st 2000 rrl Irmou nazFl — - ` J. FIN"M CLEANOUT'S ON ALL MATE PIPNo►ON F4W6 OP GWATER T"1111!', "' Drank n bv: Checked by.. ON ALL FIXRM MOM IUM 0".PWM WIN I-Mft MTW MW FT.UMTH MATETE Pr4ft MM*TWW OR NOT SHOW AND"Ift REGUIRED BY LOCAL. Q APMCCTMX J4 Numlm `". 5 File. kip-1085.1 TP3 Plot Scale......1-1 Sheet f. (XI'ITACT_8� F�1.81 u l I I Prat nate.,..... 9_� TP3 Drafted by..,..SJC/CRC Construction Set AugueL 2000 'i3 :��t+�r�9� I. �,t• r `'I " _ kk Nwnle, 94 ------' -....-.»..-.....+-.-..-........f...,..w+...,....+en...•...t rew:•.xuwlh.w rr-, ;,,:.yy, "�,` : • ' ,' L.tO�LITY�11! �m�u Ilnn nn i I ny nyul�u _ n�i Ill u I I I Iln Ilul i i i u�i nI 1u mill uluu)ui�i I InI i III/n I I 11 II u1 u I II i ni nnlini iiyiin I I�uu�nnl I � I I I IT- 11 �iiii . 1• w w t 0 I'i 19 1 14 f 1 I• IIY !II 2I9 *IS 4 • 9I7 • 11 3 [ +F " „IPI , ' • •, t I tir s wr I r w ;.,,, r r, :a •it,Y}` t ,..`� [r. ,�,, ;� :I. ,�. +�n ,r., I �-Y��' ,�r^, -fi _ 1 e t • .1,. - 9•O•Y IMI , i I 1 ti z v �- MILDREN DESIGN GROUP,P.C. ARCIMWrURE It SPACE PLANNING 11830 SW Kerr Parkway,Suite 325 1 GENERAL NOTE5: I - Lake Ob ego, Oregon 97035 A THE FlOIJTMG OF ALL PIPING 16 DIAGRAMMATIC *0 DOES NOT SHOW EVERY � o (503)244-0551 i OFFSET. CONTRACTOR SHALL COORDINATE WITH HVAC AND ALL OTHER TRADES. B. PROVIDE ISOLATION VALVES ON ALL BRANCH PIPING,TYPICAL. PROVIDE VALVES IN ACCESSIBLE -'OCATIAN6 AND ACCESS PANELS 11MOUIRED FOR WARD CEILINGS,COORDINATE EXACT LOCATION AND TYPE WITH ARCHITECT. 1 C. I N R VATION6 BASED ON FINISHED FLOOR(FIN FLR)ELEVATION SHOWN — a AR D FOUNDATIONCOORDINATE RDINATEAND FLT ROF ALL BELOW GRADE 11"411"'IN53 PENETRATIONS THOROUGH E SEAL ALL PIPING 1"ENETRATION6 THROUGH FLOOR AND WALLS WATER TIGHT, j COORDINATE LOCATIONS WITH cA RAL CONTRACTOR AND OTHER TRADES. i F. REFER TO ARCHIIT'ECTLVAL DRAWING FOR EXACT LOCATION OF FLOOR DRAINS. -- --{ y — G. PROVIDE DIELECTRIC COUPLING6 FOR ALL DISSIMILAR METAL PIPING --_ --_ CONNECTION6,TYPICAL. I Y K PRDV,OE ACCE66 PANELS OF TYPE AND LOCATION A6 APPROVED BY THE EW-I i ARCHITECT. I �-I I 2"W ON �-�nc`0Q � n I. PROVIDE TRAP PRIMER VALVES, INSTALL PER MANUFACTURER'S RECOMMMATIONS. CO-3 .z 1 G N�t`f�i COORDINATE ELEC*RJCAL RECTA EMENT, VERIFY EXACT LOCATION WITH ARCHITECT.r4 I 1 V fq LY-I I I I LV-1 ii MJF !"*; TV I I I d 2"V J. CONTRACTOR SHALL COORDINATE ALL.WASTE AND STOW -RAIN PIPING - _ J19 NEAR/TwROUGH FOOTING6 WITH 6TRUCTURAL ENGINEER AND(AR RAL C-I NTRACTOR -- - - 3,11J - - K CONTRACTOR&H&L PROVIDE FIFE RATED SLEEVES ON!-ENETRATIONS TWAI000H L -1 LY+I Y n 19eb�Q v OCCUPANCY SEPARATIONS. SEE DETAIL °.I/TI'S. LV-2 o L. FOR VENT THRII ROOF,SEE DETaIL 5/TPS. 2"W I Co TYP.4 y1RD � L 2 ON I 2 LL TYP 4 ® EXPIRES 12-31-ot r;3-3 M. FOR FLOOR DRa41N R?-z.SEE DE AIL 4/TP6. 4 ° LV 2 (18 FU6) v 3" IF K FOR SEISMIC SUPPORT'FOR WATER HEATER,SEE DETAIL bM05. 3"V DN � 3.. 4'W 4' --DSI '� �!'W�^+ - O. PROVIDE CW AND WI PIPING,RW.FULL LINE 61ZE TO PLUMBING FIXTLKS6,TYPICAL. 4" 4'UJ• 3"v P. PR✓OADE CLEANOuT6 ON ALL WASTE P"Wx ON MENM OF GREATER THAN 136', WC-I UR-? (82 FU6) 0 3 UR-� / ON ALL FIXTURES MORE T"4 5 FT.FROM WASTE MAIN,WITHIN iM FT.LENGTH OF 3" FD-2 0 3'Ul UP 3'Ul UP WASTE PIPING,WHETHER OR 4VT SHOWN AND WHERE REQUIRED BY LOCAL tr - ry- _ JURISDICTION. ^ •1U 3" FD-2 3' 2"W UP,TYP.2 f'D-2 i--- Q PROVIDE NEOPR,TE MOUTH GUARDS ON DRJNCING FOUNTAINS. ' \ " V DN 3"Y �� o WG-I R CONTRACTOR SHALL PROVIDE WATER HAMMER ARRESTORS FOR EACH CW AND HW LR-I 4"W 4' "W,TYP.2 PLUMBING FIXTURE GROUP. h6TALL PER MANFACTtSiEI�'6 RECONPENDATIONS. __ 2"V o S-I TYP.5 0 -I S. CONTRACTOR&HALL PROVIDE P-TRAP 4 HW&PftY WRAP ON ALL HANDICAP LY-2 WC�I ,V 4�� LAVATORIES. 2"v ON 1 i WG-2 0 4"W UP T. CONTRACTOR SHALL PRI E ALL FLOOR 4 &HOTTER DRAINS. WG-2 v TYP.z —ri— — —CO v � WC-2 2"W 2"V WC z� � � 4 o I o 2" CO-3 O\+nen ' 2"W CO-3 4" • ------------------------- -- Pacific 6H-2 • Propert ies 5 2"W . — 2"V 6H-2 i 5 I I 9965 S.`�, Allen Bled.Suite 115 - __ _ Bea\erton.Oregon 97005 Q I PARTIAL FIRST FLOOR - WASTE 4 VENT PLUMBING PLAN Q 2 PARTIAL SECOND FLOOR - UJA5TE 4 VENT PLUMBING PLAN 4r TP4 �-E: b"•1'-m" — TP4 SCALE: V4`1'-m„ Propet: C, 72nd Avenue Off ice 5 1 — Building 135;35 S.W. 72nd Avenue 1 _ Tigard,Oregon -- - — - - — - - - I - - _ C , - - - - - - - C -fi - -- 1 I Sheet Tidt PARTIAL PLUMBING � r FLANS �1 UP r�� LV-I 1 I LV-I iii � "moi; 541 1 I I I u _— - - - VIM - ---- - ---- Q'�� FIRE F OOR KEYED NOTES: Q D _-- �`� -- - ---- D 1:xw . PRIWDE 2L5"CW HEAMA FOR PLUMBING L -i LV-2 y o FIX dFRE GROUP. �a„� S4”FSU TVP. 2. WW1r 4 ACCE66 PANELS. F007-2 BALL SHu i-cP VALVES L -2 Avow- 0 ° 14L� �® • ti--- th'tW - - I I - - fl rcw--ti ® 3. PROVIDE z4y"CW AND 1"Hw UP TO SECOND FLOOR. �'l2 "� 1 2ts"CW 2'.4°f�lJ - - \ 4. PROVIDE MINIMUM a FT 6TRAIGHT WASTE PIPING RJJN I= _1-_] 3 1„ b \ BEFORE BEND OR CONNECTION FOR SUDS RELIEF tJR-2- _ _ WG- o IMM"M ON ALL.6UD6 PRODUCING EQUIPMENT, I.E. WC-1 o -- -- lie\L,ium: I"Feu 3 211"CW eHOuEM,DISHWAIGH l6,ETC. - ---� 1. 21 July 2000 3 —- - D. PROVIDE SHOWER DRAIN NICKLE BRONZE GRATE 4 Ime- -- -- - 211"CW Addenda l o I I "FIXTURE". o UR-I 2 27 July 2000 -I -I I WC-1 -_T__. Addenda'2 �i. PROVIDE BALANCING VALVE AND ACCE66 PANEL ` - 6-I i ° I II �(t o / WC-1 3 .4ddeAdugusl2000 '1� 4. 6 September 2000 i -2 0 1 -2 0 'Mechanical Revisions 2 _ — WG-4 Cw -- � - - - - -- --_. - --- :- o OTE _ SECOND FLOOR KEYED N I• WLDREN DESIGN GROUP, PC, 2000. All ----- i - L P}lOVIDE 211"CW MADER FOR PLtI OMG - - 1 FIkTt#E mROIJP. lip[ollllallw AR lit t,IOIwT�r or ORIO\ 2. PROVIDE FULL LINE SIZE BALL 6WUT-OFF VALVES _... . _— _..._ ._.. - -- wail�ailn 064A= PRO wrli� I I a laalll 553nt"4VAW.PA WITH ACCE66 PA5lL.S. . w — I BUP2000.00260 3. PROVIDE 211"CW 4 1" HMI,RUN IN(WILL. r.,,d AMB 13536 Date: 1(j \�ust 2000 ee„r No Drawn bN checked ht I� FNB...............>.MD-10e6TP4.L1MKi 4 HMJ- I .---- - - _� _..`:_--�.__ ,lob Number: y�1095 Pw St:dB......1:t Piet Dob.......07-20-00 - ., Sheet of. :._ IXIVf ACT.J3Fa lIt1S�6i D�Bfted by.....src/eLW/cmc ® 3 PARTIAL FIRST FLOOR - CW 4 HW PLUMBING PLAN � 4 PARTIAL SECOND FLOOR CW � NU1 PLUMBING PLAN ?P4 "•r.•" TP4 OCALEt 14"-I'-m" _ TP4 Construction Set August 2 11.NMmM 9- -I" . cm i I i ILvaftwy II''..I 1111 II 111 Ill II I(hili 111'111 I I I U 1 II III IT11Filllillll III II IIn II I I I) I I 11111 1 IIIII I I III I II11111 Illillllllilllllllll I IIIII IIII IIIIIIII'11 II 1�I I Il�lllil Ip. oleo I I 1! I 14 1 le 1B IB 20 I fele ltb t4 ze to 27 2e 29 30 - y ti rr ., 1 W .4 1 f, 1: MILDREN DESIGN GROUP,P.C. ARCHrMUMRE • SPACE PLANNING GEE 6PECIFICATION6 FOR 11830 SW Kerr Parkwm,Suite 325 GRATE LOAD RATfWC AND MATM,AL Lake Oswego,Oregon 97035 1503)244-0552 -- - - ---- - �—NICKEL DRONT.E ADMTACLE HEAD L 00000aooa000 `� oeooaaooa0 0000#roa000eo •og000g000aoo• � � ogo00gqqonoq GONER CONCRETE REAMR6ICLE COKER Ibxl6x4 CLEANOUT TEE WITH CLAMP FINISH CONCRETE �O°'e � I -W1 VAANDAL'PROM tCM FLooR PAvI °_ o a J•R GMITN&4830 - .- -- ° v v v r a v OR APPIeDvED EGIJAL I WALL CONCRETE FILL S FIP WASTE PIPE _ WATER-PROOF MEMBRANE WHERE CAST NEON PIPE CLEANOUT 15OX CA6T IPM PIPE CLEANOUT COX GEEPAGE APPLICADLE FURNI6W= WITH 0100006 �A614E BOX ITW CLEANOUT PLUG GLEANOUT 15OX CLEANOUT PLUG ��TURAL APPROVED COUPLING APPROVED �`LI� GEE SPECIFICATIONS FOR CLAMP MFG 3 DETAIL - WALL CLEANOUT (CO-3) 1 DETAIL - EXTERIOR CLEANOUT TO GRADE (W-Dr 2 DETAIL - INTERIOR CLEANOUT TO GRADE (CO-2) TP5 SCALE: KTA a DETAIL - FLOOR DRAIN TP5 SCALE: KTA. TP5 GCALE: KTA - TP5 SCALE: N.T.S. METAL FRAME WALL DOLT TO SACKIS 2rr Im FT MIN.PROM AIR INTAKES 2"STEEL PIPE WELDED TO ,PLA %"xx 24"LIONS PE 0 6"WIDE WALL OR STIiUMI ANY FLATDAR 4 6TEEL STRAP. R.ATDAR 4 0OLLN-04POUT COLUMN CAULK WATERTIGHT 0%�ner: I CW DRAW DOWN 4}�� 2 MN. GALVANIZED STRAP Pacific NW PER WALL BRACE PROVIDE �� UM WITHIIt CAST THREADEDSCLEANOUT 'T' RONZE PLUG Properties R.AGHwG I a IK�MINr� 3 ��coriT''�'R.a�cT�oTie" wloN MR ARCW DOMESTIC QU /FMISEED FLOOR SEIM DALL"Si .7FF VALVE NOCIPM PR AI0H ROOFING PATCH 3"UNDE x ID GAUGSE STEEL CONCRETE FLOOR NO HUB COUPLING (TYP.) STRAP WIN DOLT CLAMP. 36"MIK �� 9965 S.W. Allen Bled. Suite 115 ROMINGA TYPICAL OF 2 Bear erton,Oregon 91005 L U rl •f J/ •' war � ELEVATION VIEW 2 PLAN VIEW Protect: 72nd Avenue Office Building s DETAIL - VENT THROUGH ROOF b DETAIL - WATER NEATER SEISMIC SUPPORT DETAIL - COLD WATER SERVICE RISER 8 DETAIL - INTERIOR / EXTERIOR RAINLEADER TP5 SCALE: KTA TP5 SCALE: KTb. TP5 GGALE: KTA. TP5 SCALE: KTA 13535 SW 72nd Avenue Tigard.Oregon MINIMUM 6 GAL.EXPANSION PRE6G134F TEMPER,A7URS TAMC DIAPHRAGM TYPE CODE RELIEF VALVE Cw=VALVE DIAL THERMOMETER QiM VALVE, / Sheet Title: I• 4" FDC 6"FIRE RISER TO EAST PLUMBING CTO 3"TEST 4 SIDE OF DUILDING HCw EATER GtY TO D,UIN TO—� DETAILS 2Xv_� DUILDINIS TOM OUTSIDE r4w1IAL BUILDING LOOP ( © FLOW SWITCH e SCHlDtILE �--ALARM VALVE anC4 CONNT. -------- JL WDICATM1Cs ' / 4" FDGU EOL C 1NTIVALVE CP FLOOR SLEEVE T Revisions. 611 F1 .`ks, � DISC+rrMr'iE MirI. 21 July 2000 Addenda I TO OM DRAW DRAIN PAH 2. 27 ,lulu 2000 "�- °' PAK PISDVIDE AIR 1� addenda 2 dM'• _. T_ _� PER CODE 3. I August 2000 Addenda 3 'Mechanical Re\Isions T MV � 4. 6 September 2000 AIm DETAIL - FIRE RISER 9 DETAIL - ELECTRIC WATER NEATER TP5 GQ"s KT:S. M1ZEM E0E��VGRaI PC 2000 ALL TP5 $C"..t KT,. RICIIrS RESERED RJ 11M OMI�IrM A�17>W F.,:r • Iq��•1w�16 I��p�� MMPI 72nd Ave 13675 Date: IG August 2000 SUP2000 00281' s.. 67 n1 Re Drawn b� Checked h\ WC Flo .......... —i .1?Pb.OtNC Jnb Number 99095 '1hfY'I of: PkA DoW......5-117-430 (MAtr•T..,M ROD lJ l I V O N INE S Ombled by.....IIIAt r h TP5 C�onetruction Set August 2 Aib►tiwrr • CM ummm :a • nuI iliyiii�iiyi7i�1uln�i u�Iulun�u ; u�in�uu u'�u I auto i n�luiyunli uinnii II i i IIani II Inluilun�un�#O. �mlr,I I yu uI� a�iniluu��nihan111111 1111111 will 11 "14 "19 ZZa 27 - y� '5 r ME .r •'fit I�� r�• .i MILDREN DESIGN GROUP,P.C. ARCHCI713MRE - SPACE PL.ANISIM 11830 SW Kerr Park A ay,Suite 325 Ldke Oswego,Oregon. 97035 (503)244-0552 • T PUMP FOAM SUPPLYIC V FaoARD WALL 11111111 RATED YPSUI"I I I I I FBOARD WALL IRE RATEO �'' SWITCH RECEPTACLE MINERAL WOOL. I I _ _ Oft BALL VALVE FIDEAGI.AS6 PIPE MNOMMAL BAT. — gCOPPER PII°E PUDI.IC LODBY CHECK VALVE� -'`r � M 6COPF'�R PI!°E� �-ATIQI. WW LEVEL PACKED INTO CAVITY STEEL OR I I SRf1i0r1 0R PIPE INSULATED ED O IOPPER I''IMAX. I I PP��PPE� I LOBBY FLOOR ELEVATOR SHAFT "PEG" AL"FRIES IOO WZCBEAL 6ERIE6 IM SEALANT UNION GRATE �p ET OVER fT A�TO A�" SPEC SEAL SERIES I� TWO HOUR RATED ASSEMBLIES UUa00D OR METAL STUDS INSTALLED TO Ilio' DEPTH WITH I I I I �� TO TFE�GF TFE A �4' CROWN AROUND PERIMETER ArN�JL�Ub WRA143ING FROM POINT — HIGH LEVEL MERCURY FROM POW WI T�TO W RATED GYP. OF OPENING+• CONTACT TO 1/4"MAX N FLOAT !lOARD WALL �-�`� �•�^-/ 24" SU'1I° PLAN VIEW FRONT VIEW I " - OREOON SP2 HOUR FIRE RATED 2 WOILIR FIRE RATED Z HOUR FIRE 2 DETAIL - INSULATED 'PIPE PENETRA T ION THROUGH 3" DETAIL - MULTIPLE PIPE PENETRATION THROUGH WALL 4 DETAIL - PIPE PENETRATION THROUGH RATED EXPIRES ,2-3,-0, DETAIL - ELEVATOR SUMP PUMP "GALE= N.T.6. TP6 SCALE: N.TS. 7P6 "c.ALE, N.T.S. 1'pb "GLACE= NTb. RATED METAL OR WOOD STUD WALL TP6 METAL OR WOOD STUD WALL FLUM51NG CONNECTION SCHEDULE ELECTRIC WATER HEATER SCHEDULE MARK FIXTURE W. V. C.W Hal REMAR11<6 STORAGE RECOVERY RATE AT UEIGHT MARK DESCRIPTION SERVICE INPUT(KW) CAPACITY �• AT RISE ( �S) REMARKS WC-1 WATER CLOSET 4 2 1 - WALL HUNG FII VALVE CARRIER _ — WG-2 WATER CL06ET - ADA 4 2 1 - WALL WING FLUSH VALVE CARRIER e REST PROVIDE PIT,DRAIN PAN,DUAL SA•AJLTANEOuI COORDINATE ELECTRICAL O\\ner: IR-1 URINAL 2 2 1 - WALL WI.FLUSH VALVE,SIPHON JET,CARRIER I DOMESTIC HOT WATER ROOM SID 52 50 500 REQUIREMENTS.SEISMICALLY SUPPORT WIT. PRO`ADE EXPANSION TAW UR UR -2 INAL - ADA 2 2 1 - WALL WILING,ELECTRONIC FLUSH VALVE,61PNON JET,CARRIER Pacific NW LV-I LAVATORY I13 144 Il Vi WALL HISIG,6NGLE HANDLE,CARRIER Properties LV-2 LAVATORY - ADA 111 1'14 V3 V2 WALL WRAP TRAP 414W 6-1 6W 2 IV2 V: V2 Gam. - PUMP SCHEDULE WN-1 WATER WATER _ 54 $4 I E2-1 ELECTRIC WATER COOLER 14 I1/4 V2 - CARRIER ONE REMOTE CHILLER COORDINATE ELECTIRICAL MARK DESCRIPTION SERVICE TYPE GPM HEAD HP RPM REMARKS FD-I FLOOR DRAM 3 11'2 - - PROVIDE I Rill _ 9965 S.N`. Allen Bhd. Suite 115 FD-2 FLOOR DRAIN 3 111 - - PROVIDE PROPER • RWOT WATER ECIRCILATE IN-LINE 2 10 1/6 1150 BRONZE FITTED,COORDINATE ELECTRICAL REOJM3 ENTS Bea\erton,Oregon 97005 CO-I CLEAN OUT - - - - EXTERIOR CLEAN OUT TO GRADE CO-2 CLEAN OUT - - - - INTERIOR CLEANOUT CO-3 CLEAN OJT - - - WALL CLEAN OUT 1 81J"P mm ELEVATOR ST.ST t2 I/6 3550 O • M6-I MOP SING 3 2 14 A4 VACIAr BREAKER PROVIDE CD. 1®-1 ROOF DRAM 8 - - INSULATE DRAM It30DY,M"ULATE I•IOIQlzONTAL RIAIb. REMARK NOTES: O OD-1 OVOW-LOW DRAM 6 _ _ _ L COORDINATE ELECTRICAL REfiJMRB'ENTS. PROVIDE MA"OAl/OIP CONTROL DISCHARGE TO CODE APPROVED LOCATION. PROVIDE a INSTALL PER DEQ AND ALL LOCAL CODE ON-I OVERFLOW NOZZLE 8 - - - OVIWAU NOZZLE& RECIaM ENTS. PROVIDE iD FT OF 14"PIPING,DISCWAWiE IN LOCATION AS APPROVED BY ARCHITECT. PROVIDE ALL FITTINGS COMPATIBLE WITH DEG RE61laIREMENTS. Protect: 72nd Avenue REMARK NOTES: Q Office L 552 GAL ELECTRIC,PROVIDE P4T,DRAIN PAN,SEI"MICALLY SUPPORT UNIT. COORDINATE ELECTRICAL REC1111l0'ENT6. Building 13535 S.W. 72nd Avenue Tigard,Oregon Sheet Title: PLUMBING SCHEDULES AND DETAILS Re,isaons: I. 21 ,bik 2000 Addenda 1 2. 27 J u h 2000 Addenda 2 3 1 August 2000 Addenda 3 4. 6 September 2000 Mk'chanicel Revisions WLDREN DESIGN ('iRWP, 1 C. 2000, ALL RIW15 RESERVED TDIPAM M ARS TIRE PIIOPCM OF NL.DREII rl n ORCAIP, P.G. AND ARE NOT TO W USE)CAR REPRODIRXD IN ANY pN1111 E wT'MPI THE PRIM WTTEN Or M'ONEN DEEM OROl1P. P.C. Y 6901 12ntl Roff Ave 88 3535 Date — I AUgUtit 2000 EIUP2000-002611 i}it Drawn by: (checked b\. cm a t Job Number- 99095 (S1r1T1fT l3Ffl IDSi81 u FINMD—IOed.1TPA.011M0 �1Nir'AI ANI Sheet of k �.�•••.'.1•1 O EN(11NE A9 .. .......... OiA Fm Dow a�eialt a ►:::::�,ic°/k--0°c Cormtructm $et AuguM TP6 MrE Numtfw- 9P ,.. 1h, .a<, "' ; '-r IIII IIII IIII IIII IIII IIII III II IQi ,t,�'..�i a,ae•:'!>kl r -.>. I.+;, yak {';'•. --:.¢1 I I I I w Cm I I n I II nu nu nu nn�un nn nI II i i I I I ilnnl I y ul I I)I irl n I I ul ul I I i nl n Ian i u� i nl Inn unlull nl un.Int ul un I I u II �j ION *IM v IA I 1 I! la7 (4 11• 1 110 it ><0 �1 ali 21J' >r4 00 '1!) 27 29 20 30 {�.4ryr. , yYy µs '�V,• 7�'VLFK I 4tr: ^+�, •:�" '�'�t �r , jJ yi5 y>a!.. - �'�>!An tF,�rlf.Il K�+• t r. . r air tai^'S qty i � t3 LIs,I el,�t , W. 0 t -•. . , .. .. ... _ ', .. - +-�IM4ftY'iWaN 711h-piIIIIIIII111111111110111111 oil 4 401"4 �Y� qT �-. ^✓�! 7 11 1 MIIDREN DESIGN GRouP,P.C. ARCUTECPURE - SPACE PLANNING 1 Ib3O S"' Kerr Park,,\al�' Suite 325 Lake Os��ego,Oregon 9703-3 15031244-0552 I I I I I I ELECTRICAL SYM50L LIST C FIXTURE L15T —� C DRAWING INDEX —� A RECESSED PARABOLIC TROFFER 2'X4' STEEL WM*1145,3" DEEP,16 CELL,LOW IRIDESCENT BET:-SPECW.AR SILVER E0 ELECTRICAL COVER SHEET RECESSED FLUORESCENT FIXTURE 0 SPECIAL PURPOSE RECEPTACLE 0 SPRINKLER FLOW SWITCH LOUVER 3*32TS LAMPS,2TTV ELECTRONIC".LAST. LM40NIA 2Pf t3N SERIES,hETALUX 2F4GX SER1E6,DAYERITE EI ELECTRICAL. SITE PLAN ® RECESSED EMERGENCY FIXTURE 0 ELECTRICAL EGIUIPMENT CONNECTION 0 SPRINKLER TAMPER SWITCH 2P3 6ERRIE6,COLUMBIA P424 SERIES,LIG ITOLIER DPA SERIES,OR APPROVED &A56TITUTE. E2 FIRST FLOOR POWER i SIGNAL PLAN [� SURQFAGE FLUORESCENT FIXTURE ® POWEIR/DATA POLE Q MOTION SENSOR AE SAME AS TYPE 'A'EXCEPT PROVIDE 1100 LUMEN BATTERY BALLAST. E3 SECOND FLOOR POuER 4 SGNAL PLAN l� SURFACE EMER<a'sER�NCY FIXTURE ® MACaNE.1C STARTER MOTION SENSOR POWER PACK B RECESSED PARABOLIC TROFFER 2'X2l STEEL HOU6INGs,3" E4 ELECTRRICAL ROOF PLAN TRACK LKs�ITMG SAFETY SWITCH - DEEP,12 CELL,LOW IRIDESCENT S&I-Sr,PECLAR SILVER DC SECURITY MOTION SENSOR LAVER 2-TS U-TUBE LAMPS,271V ELECTRONIC BALLAST. E5 FIRST FLOOR LK*ITING PLAN �� FLUORESCENT STRIP FIXTURE LITHONIA 2P13N SERIES,METAL.UX 2P3GX SEIRIES, DAYBRITE [F}, FUSED SAFETY SWITCH 2103 SERIES,COLUMBIA P422 SERIES,OR APPROVED E6 SECOND FLOOR LC*UWx PLAN 13 RECESSED DOWN LIGHT - Cw SECURITY CAMERIA SIE6TIIUTF, PE •Q• ELECTRICAL MOTOR CONNECTION El OW-LM RISER C�IAGRAM ® IPFRAIRED DOOR ACCESS ISE SATE AB'TYPE 'B'EXCEPT PROVIDE 1100 LUMFl�EME1WA NC- Q RECESSED EME1GtsENCY DCiNLIaHT SINGLE-POINT ELECTRICAL CONN. BAICIOP BATTERY BALLAST. E6 PAPEL SCFEDULE6 6URF-ACE MOUNTED FLUORESCENT UMINAIRE. ONE PIECE a WALL MOUNTED FIXTURE Q PUSH BUTTON CONTROL ® SECURITY KEYPAD CE WRAPAROUND �� MOLDED LPOLYCARB'JNATE LENS E9 ELECTRICAL DETAILS G PENDANT MOUNTED FIXTURI: Q CONTROL TRANSFORMER (1) 2-F31111TMAGNETIC DOOR SWITCH CLEAR PRISMATIC REFRACTOR U",�ner F31T8 LAMPS. ZTTV ELECTRONIC d4LL.19T.PROVIDE o• POLE ARM MOUNT FIXTURE 0 DATA CUTLET ULi 314"C.. TO �m LUMFy B"E%E�r d'�'P BATTERY BALLAST, Pacific NIA" (S)ACCESSIBLE CEILING. PHOTOCELL aL300 SERIES,t10RLITE 8M%3 SERIES,OR A PRDV£D LIGHTED BOLLARD Propert ie ® EXIT SIGN TO COMBO- TELE/DATA OUTLET W/ 3/4"C- TTT� FLUSH ELFCiRICAL PANEL p OMN IE:CESSED Oa#,LWr,6"AIMERTURE,'JELF-FLAWjEO TO ACCESSIBLE CEILIW3 CLEAR TW,GEM-OWFUE LOW IRIDESCENT CLEAR A-ZATK 1' SURFACE ELECTRICAL PANEL REFLECTOR,2-2bW DTT FLUORESCENT LAMPS 1'MZONTxLi.Y EMERGENCY BATTERY FIXTURE V TELEPHONE CUTLET W/ 3/4"C. TO MOUNTED,211v ELECTRONIC BALLAST. ACCESSIBLE CEILING. FLUSH CONTROL PANEL LITWONIA AF 2R60TT 6AR SERIES,K1RLN 6'R 80602, $ SINGLE-POLE SWITCH PORTFOLIO C62262H,IPFINITY PH60 Ma PRESCOLITE !i;Z DATA OUTLET ABOVE COUNTER Or R62b SERIES,LKsNTOLER 0056CLW SERIES,GR E SWITCH o SURFACE CONTROL PANEL APPROVED SSUBSTITUTE.Q DATA OUTLET ON GLC. 996j S.«�. .�Ilen Blvd. Suite 1 l� $2 TWO-POL Beaverton,ton.Oregon 97005 THREE-WAY SWITCH ® JUNCTION BOX OE SAME AS TYPE V EXCEPT PROVIDE 900 LIJMEN Ef tfRC> 0' SPEAKER VOLUME CONTROL BACIOJP BATTERI BALLAST. Z• FOUL-WAY SWITCH D Urk VAULT DI SAME AS TYPE 'D'EXCEPT UL DAMP LOCATION LISTED, S Oc INTERCOM GALL SIUITI-.H SINGLE POLE-KEY SWITCH fp EMERGENCY CKT. J-BOX E WALL MOUNT FLUORESCENT SCONCE_ EXTRLDEO ALUMINUM VIDEO OUTLET 6144 E. 11-39W BIAX LAMP.�211 OPERATION. MOUNT HORIZONTALLY. MOMENTARY SWITCH C. CONDO T COOIi'DNATE MOlNT1dG 1•tIGHT WTH INTERIOR ELEVATIONS. $w MOMENTARY SWITCH TO RELAY OX ® RRIECtSSE% ROOi12 BOX LG, ISOLATED GROUND "TED BY ARa41TECT. Pro)ect frac MOMENTARY KEY SWITCH TO RELAY vX ® CLOCK/SPEAKER WALL WIT UBOs. WIRE GUARD F &MACE MOUNTED M JORRE6CENT STRIPLIGWT,W STEEL 2nd A` enue 044##EL WTH W_,"Gi.OW BAIW ENAI'1EL FINISH,2-F32TN6 $D DIMMER SWITCH 0 CLOCK-WALL MOUNTED W.P. WEATHER PROOF LAMPS,2 nV ELECTRONIC BALLAST. LM40NIA 0232 SMS,METALUX W$$I MES,DAYBRITE T232 Of f ice $p SINGLE-POLE SW. W/PILOT LICsHT Q SPEAKER-CEILING MOUNTED SE S6,1 MBEI.L 0232 SM6,COLU"DIA C64 SERIES, GF.l. GROUND FAULT INT'ERWIMOTER LKsNTOLIER bW SERIES,OR APPROVED SUBATITUTE. $!r SPECIAL SWITCH SEE PLAN NOTE Building C. SPEAKER-11W.1- MOUNTED TYP. TYPICAL OF ALL OCCUIRFRIENCE6 G PENDANT MOUNT 36" DIAMETER FLUORESCENT SOUL LU' WIRE Qb DUPLEX RECEPTACLE v 4-39W BIAX LAMPS. MV OPEIRATIOPI AGPYLIC DOME. FINISH J FIRE ALARM WORN/STRODE DY ARr.FNT7=CT. N� DUPLEX REGEPT. ABOVE COUNTER Gj WI+CONDUCTOR 1 pr FIRE ALARM PULL STATION GI 6" AS TYPE Ys'EXCEPT CEILING MOUNT. igar=d S�� i 2nd \.enue FOW'ZPLEX RECEPTACLE -NEUTRAL CONDUCTOR H Tigard,Oregon (�{ FIRE ALARM STRODE PHASE C< NDUCTOR &MACE MOUNTED 4'FLUORE8CENT WRAPAROUND. DIE FORMED STEEL HOUSiPiGs WTH FULL DEMN END PLATES. 10011 VIR3N FOUIRPLEX RECEPTACLE. ABOVE COUNTER ACRYLIC DRRISER 2-FNT6 LAMPS. 211V ELECTRONIC BALLAST. ® HOX DETECTOR PLAN NOTE MARK LIT140NIA 61152:2 SERIES,DAY-BRITE,OR APPROVED SUBSTITUTE. DUPLEX REGEPT. IN GLC. SA EXTERIOR ROUND POLE TOP HID LUMINAIRE YOKE MOUNTED, FOURPLEX RECEIPT. IN CLE. © ,C)NIZATION DETECTOR X FLAT TOPP'1L ,8EAE66 SPUN ALIA'tHM HOU6NGy, 1-40M METAL MECH. EGxIIPMENT 'TOTE 1440" `�'P. TYPE V OPTICS. 211V OPERATION. ® PHOTO-EWJ LECTC DETECTOR X M GAPEW u A SERIES,LITHONIA KOR SERIES,OR APPROVED X' Sheet Title: Nam O FLOOR OIITLET AS SPEC. ON ORA ums Q MAGNETIC DOOR HOLDER v 6HOP EMIIPMENT :�301MXM TAPEWD S SIS m C' S. ELECTRICAL IP, FLUSW AUTOMATIC DOOR ACTUATOR KIIEMARK GIUIP.NOTE STEL CODER SHEET 0 DUCT SMOKE DETECTOR 8G EXTERIOR WALL MOUNTED HID LAMINANI E. 16" WIDE BY T' ® FEEDER MARK HIGH DIE CAST ALUMINUM W"Ws N A.HALF CYLINDER SHAPE" SPECAL® FIRE/ OKE DAMPER THROW DISTRIBUTION. 1EXT%VWnb WMETAL WIDE LAMP. OR'ERATION, FINISH AS DPEC11D BY ARCHITECT, ® FIRE DOOR IEIELEASE Mc FN41UNN 104 SERIES,LUMILITE,OR APPROVED SUBSTITUTE. SO SAME AS 'SC' EXCEPT I-MM METAL HALIDE LAMP. ff Vr BEAM DETECTOR TRANSMITTER SE ROLM EXTERIOR RECESSED STEM.*WT.ALUMINUM WOLM4 WITH UUM BEAM DETECTOR RECEIVER DE CAST ALU 11114 M LOUVERED FACEPLATE. UL LISTED UET. I I-10W METAL HALIDE LAMP. WV OPERATION, Me P 4LU N 945 SERRIE6,COLE,OR APPRO`/ED SUBSTITUTE. X UNIVEIRSAL rONTED LED EXIT 6163K DE CAST ALU MMM HOUSING,M!I111 0 .4APIRM FAMMATIH,GREEN LED LETTERS,9O-M*%n NKK CADPIIUR't BATTERY RACK-AP LM40N!A LE6 SERIE6,SUITE-LITES,MCPHILBBd,14NNI 1, CHLORW,OR AFF ROVED NL.S TnUTE. ReN kions: !. 21 July 2000 Addenda 1 '2. 27 Jule 2000 :addenda 2 3. 1 August 2000 Addenda 3 p MkDREN DESIGN GPMP, PC. 2000. AL RI,HTS RESERVED Q _ ''Am*9 1111111111111m W V. ..w�.� 72nd Avr-13535 Date: 16 August 2000 BUP2000 00255 59 of.. 55 Drawn by: Checked by: RAE IJLO 1B . .�.al�• Job Number: 99095 04,"10*1W _. Sheet of. M0-10WEO/COREa 3-00 CuAC1JMM BARM C O V 9 U L f -45 E N c, F R 9 M 04A@.......e-23-0000n E 0 Comtrurtion Set - August 2 Ab V,pry. W 1111 IIIA I 1 IIIA IIIA IIIA IIIA II I II I If 11111111111111111111111111II ►1 1 II it111111711%1111111111 Cifl I I j I 1I I ( ( �I 11111 ilu 1 n 1 ,i i u 1 Tnl 11 lul ul I ulu I I I 11 11 n 1 I u I) 1 110 1 ) 16 1 II4 1 I TIO 211 Z2 23 4 r �~:��• � � 6 it ' Alp _.._. ._. ..___.-.,_.„•m•,a,m"„.yy, .. �.r.,e�•.-.n--.�.-..... _.: . ...,,.x..�:-.�.�,.a- ..... _-�.,.Y.,.aw._,_...ase..r.....: ..... i..�• mac- ,. _.1 Y(a'. �NLLe ' •.l ave ^ ^r. F , MILDREN DESIGN GROUP,P.C. ARCHIFITCTURE • SPACE PLANNING 11630 SAV herr Park„a�,Suite 325 Lal.e O%%ego,Oregon 97035 1503)244-0552 ,.� - - ------- - - -— r—rr-,_ter..�...�.�,,� �t-.�*..--"1Y•�r -7: GENERAL NOTES: / I. UNLESS OTHERWISE NOTED ALIG L SITE LWIWs PROi f < CONCIXTOR SHALL BE X10 " IN I"C. \�'.;° H i woa ur�m .3ram 2. COMPLETE ALL TELEPHONE PROVISIONS SIXTY iai .3rrrw ur ,>.�11v 3.�0o u.um ,.•rw u,�wo3 u�� DAYS PRIOR TO FIRE ALARM SYSTEM ACTIVATION - COORDINATE WITH Cs.TE. ORE ON z'` KEYED NOTES:0 H o TIT -1 E G II 8A O A1. 1 -- I I. COORDINATE REMOVAL OF TELEPHOtIE PEDESTAL WITH POLE. $PIRES +2-3'—DD T- I TMP•OF b \\ 2. COORDINATE REMOVAL OF POWER UTI'.ITY POLE WITH PGE. AND ASSOCIATED OVERHEAD COPOI1-TOR cow c cer.c, fir= oarx Tann =PAC, oa..o,!w..c 1001/x, oorr n I oor.e, ---- 3. EXISTING PGE.UTILITY POLE. 4. PROVIDE ONE 4" SCk Ora PVC CONDUIT FOR PRIMARY CONDUCTOR 36"MIdl1IJM BURY WITH 36"RADIUS ELLS AT EACH END. PROVIDE WITH PULL CORD. PROVIDE STREET CROSSING AND STUB UP AT EXIS-WG UTILITY POLE. COORDINATE WITH PGE. I S. PROVIDE TRWFOR'ER PAD PER PG%f RH.:IIREMENTS. 6. PROVIDE l3)4"BCH. 40 PVC CONDUITS FOR SECONDARY _ I I '"0"� I I CONDUCTOR 36"MINR'Ar BURY WITH 36" RADIUS ELLS AT EACH END I I PROVIDE WITH POLI, CG70.D. COORDINATE WITH PGE • I © ' 1. EXISTNG GrTE,UTILITY CABINET � VAULT. O — `— a. PROVIDE (2)4" SCFEi xJLE 40 PVC CONpuITS FOR TELEPHONE �-o'-or c"imm m I � _� `� PROVIDE WITHCABLIW& 36"MIPULL CORD. PROVIDE STREET CROSSING COORDINATE = I I \\ STUB INTO EXISTING VAULT WITH G.TE. I 2 \ 3 PROVIDE t20V 20A DEDICATED CIRCUIT FOR SUMP P r-`IP IN VAULT. \\ 0. CONNECT TAMPERSWITCH TO FACP. 0,,ner. I Oe I \� 11. ROUTE VIA EXTERIOR LIGHTING CONTROL. BEE DETAIL SAM Pacific NW 2MA I I 12. PROVIDE STREET CROSSING FOR PGE PRIMARY POWER AND TELEPHONE i I 0 CONDUIT, STREET CROSSING TO BF PROVIDED BY APPROVED PGE � L Properties ACP m"Muff%m TERmkAL TAhIPER dIATCN O ° MAIN CATV T2WkAL \ I I 9965 S.W. Allen Blvd. Suite 115 I u \ o ❑ ❑ Bear erten.Oregon 97005 � I T 1 C � I N \ I T _- 1 Prritect. 72nd Avenue .� _ Office Building T .r,� k F7, I I 13533 S.W. 72nd .avenue Tigard,Oregon T� I 0 —_ 6 � 4 \ \ �� ilk \\ --- \ Sheet Title: 13. 00 13r/4i 13.x1,00 •o'� uv�loo I+3•am +3.IE0 131�Im 11>.� t:1� 13nam I a3rJlpp WrIUa l3vIO3 I urwu \ _--- �{� - ELECTRICAL T \\ � SITE PLAN eA 88 E� �_- -- \ " TYP. 716 �.w, oo1.K, wr.n 001.�C, oa..e, ou.�n oa�.c oar a ao,.�e, oo1.�e, s•e, aor�n aarr.•,1101P•CT CMPWT o•rler o""" 12 1 ;i 6WWI. / 21 Jule 2000 ` Addenda I . t — _ —-- ——-- - — ---- — -��— — ---- 2. 27 J u h 2000 Addenda'2 ——� — -- -- -- --- 3. 1 August 20KC Addenda 3 _ Cherry Street m 0 , A , r M' 1MLDREN DESIGN GROUP, P r, 2000. ALL P{ONK RESERVED Q'� i•? MODREN DEMON gIOUP. P.G. AND ARE THM DRAY WS ARE THE PROPERTY OF NOT TO K USED OA RUWXk CD IN ANY MANNER. EI wy NTH THE 'AIOR MMTTQI ' PERM159011 eF•IRDAEN DE90I1 GROUP• P.C. Vit ' •, 72nd Ave ,rias Uatc IE A� u.st 2000 ELECTRICAL SITE FLAN - SUP2000-00268 EI �, 1 • ��-a Z TD oI �� Drawn b�: checked b�. t�NOO `;vv ��, RAENLO 14JS n=r Job Number: _ 99095 File.............r...M41095E11 GWACT-HAW BARIEEN u, Sheet of: Ti R Plot Scale......1:5 1 Plot Dob.......0-23-00 - E 1 Draft) d by......,LOConstruction Set August 2000 HII IIII IIII I II IIII IIII 1111 IIII Iltl I1lI 1111 II III+IIII III III!I LI 1 Ilh 1111 II I IIII IIII IIII 11111 11 IIII II I IIII IIII I II I 1 I t 1111 11 I II11 II I II I Illi IIII IIIIIIIu IIII II11 IIII IIII I I I.I I II Cm I I � ► � I � j ji ""1 �"j.��, 1 b"i i I ! I r i' I i l l i I I I i a •+ I I I 1! I 14 r Ii. I 11S III !1 212 23 24 aid • ® 910 R 1 i r • ,,. ,. _ +�- �� .r. is °ti �!t ; .. r X' ' w • .. i 4��. • TATT 1 ' M mkm DESIGN GROl1P, P.C. ARCIaTEMME - FACE PLANN'NG 11830 SR' Kerr Parka a\. Suite 325 Lake Os��ego,Oregun 97035 (503)244-0552 I I i ' I I I I I •I 1 i I I WV `s, e 'I 2c,'a°�� I ( EN M. L0C I I I I I I I I I I _'[wFEc '2-3'-0C I i I I top 1 e I I I I I I ! 1 I I I I •I I I h l II ' I I I I I I I Owner: Pacific N NN' A ____=______ _ A Propert ie: Ij I I I I 4ir I II I ---- ® 1 9963 S.W. Allen Bi�•d.Suite 115 _ -7-_�_,; ® 1 4 5 ;� ____ _ __-y ! Beaverton.Oregon 97005 LYY�t�� , I I IM1C6..I&Q4 -- 3 uo - i i - ® •I6it JS ✓ -- i ---_ 1 i I µ I I �E AL.AI14M F:MEL(FAGP1 I I l i WP. 3 i i r-T--i ® e I O I T E _-- — -- - - 3 0Al I T1 I ' �, I , �" a -IIS ARA CTRL PANEL t DATTOt1' _ 3 I ES E9 M 2AI-3 3 m � Pr��)Fct E15 _ _ _ 72nd Avenue e� PANEL ii-A I I Of f ice I I I PANEL02A1 T ®I-� I Building I I I PANEL 2'4z L�ha 2L_eA E I I 13535 S.W. ,2nd A%enue ` 12'-0" I Tigard Oregon I I f � MAIN DISTRyBiJTION PANEL � I n I I I - --- sheet -I it le � I \ t FIRST J , FLOOR POWER & _ - ----- SIGNAL PLAN - �' 2 GENERAL NOTES: I KE1�ED NOTES:C� i © L UNLESS OTIER16E NOTED STUB UP(1)I"C.FROM EACW. I. MONITOR`=LOW VALVE 4 TAMPER SUATCN AT MAIN FIRE — _ CQ7'ANICATIONS OUTLET LOCATION(TELE.DATA)INTO ALS F'�L ACCESSIBLE CEILING SPACE. 2. PROVI['E KNOX BOX WITH CONNECTION FOR '"PAMPER" 2. COORDINATE EXACT LOCATIONS OF FIRE ALARM DETECTION SUATCN BACK TO FIRE ALARM PATE. DEVICES Wrn4 REFLECTED CEILING PLANS AND MECHANICAL PL". 3. PROVIDE 120v,20A DEDICATED CIRCUIT FOR DRY Ke%isiorm FIRE SPRNCLER CCiMPRESSOR EXACT LOCATION TO I. 21 Jule 2000 BE COORDINATED UUDIVISION 15 SP'RNCLER CONTRACTOR Addenda'I } 4. PROVIDE % CU.GPD BACK TO SERVICE GROUND. ?. 27 Jule 2000 j 5, PROVIDE (2)4"C.STUBE ZD FROM b" DELOW CEILING Addenda 2 TO ELECTRICAL ROOM ABOVE. 3. 1 August 1��00 b. PROVIDE OPE 4U VWX3/4" NICK PLYWOOD BACK1504W. Addenda 3 A UA�BTE FIRE 1. PROVIDE 120v 20A DEDICATED CIRCUIT TO LANDSCAPE CONTROLLER STUB 11/2" PVC BEYOND FOOTING FOR USE l BY LANDSCAPE CONTRACTOR . .`` S. slue r' EMT CONDUIT to BACK OF PattAPEt ON SEAL All t;,ONDUIT ROOF PEPETRAtIt,.P15. L I; FIRST FLOOR POUTER < SIGNAL PLAN �'"�"�� °` 2000. ALL ^� E1 ecALE� Ile"•i'-a ';a'�'�°a",I�„ 1l�owr AM M Pose"Cr gem MAW M 4 AM AIP&y 72nd Ave 13535 Date 16 August 2000 SUP2000-00268 71 e6 Drawn b\: Checked by RAE/JLO WL.ID Job Number 99095 Sheet of 1I M•Ii A("...HAtI RAID FFh C C]Y!1:1 L T�N E N l3 I N F. E File.................MD 1085E2/C0RR8-18-00 2 Ply A Scale......1:1 � E Plot Date.......5-23-00 CAVI l rwbw Set August � r Drafted by.....JLO JA%wd r . IIII NII 1111 ITU IIII Itll illi Illi INt III IIII IIII IIII IIIIIIII IIII IIII III 1111 I II 1111 I 1 I II IIII 1111 III 1 I 1 I 11 Ii I 1111 IIII till I) 1 II 1 I II11 1111 IIII till IIII N11 t 11141111112 1 1 I I t 1 I 11 t�'I ,• call I I I I I p 1 I � I � � t i I I_ I l` i I I l l l l ![I 22 23 24 2 Qe 27 !e 2i1 30 10I Q� 1 :t- Ixp � ih♦•7d'F��3 ��(I�IJ�' M �'Jf W:' !.1,. y xfltt'o'� r i 1"( i a RW - a t ,.t. ,. k • H:. n , h :1. n l F 1 ' •�rr M ILDREN DESIGN GROUP,P.C. ARCHITECTURE - SPACE PLANNING 11830 SN' Kerr Park\%a%, Suite 325 Lake Os%+ego,Oregon 07035 (503)244-0552 10 I JI r � I � I I I I I DA - 0%k ner. Pacific NW Propert ies I A I I 1 22 j 1 r i I ' OC — IIn =e` _ - - - I - - - - - — - - - - -- - - - - - _ 5 SAV.. .Allen B e 115 223 � 3 996 �� Blvd. Suit A ® EW f ! ® - -- - -- - T j Bea%erton.Oregon 97005 D 1 ,ice ? ® 2B1-3 I I I 1 ru- 2281-14. - - - - -- - - - - - - - -�. ars. - T - - - --- - — - - __ _ - --✓•- -- -- - - m n I ® QD O �® I® Prnlect. - 72nd Avenue I I Of f ice Building i 0---- - - I I I I 13535 S.N'. 72nd .A%enue DELETE � Dom; r------ _. I Tigard, Oregon u Sheet Title: �I I SECOND FLOOR POWER & SIGNAL PLAN i GENERAL NOTES: KEYED NOTE5:0 L UNLESS OTWRWIbE NOW STI,D UP(1)I"C.FROM EACH I. PROVIDE AREA OF RE6alE A8611TANGE CALL STATION. SEE COM'MLNICAT'IONS OIRLET LOCATION(TELE.DATA)INTO DETAIL 41Eg FOR ADDITIONAL Ilri-ORMATION. ACCE86W CEILM SPACE 1. CONDUITS FROM BELOW. 2. COOMNATE EXACT LOCATIONS OF FIRE ALAR-1 DETECTION DEVICES WITH!ERECTED CEILN4 PLANS AND MECHANICAL 3. PROVIDE % CU C#O BACK TO 6ERACF GROUND. Re 1�u1ns. PLANS. I. 21 July 2000 4. PROVIDE ONE 41111 W/4"T41CK PLYWOOD DACKBOARD. PANT WITH MME IIETARDANT PANT. addenda D. PROVIDE IAV ELECTRICAL CONN.TO WATER COOLER 2. 27 Jul 2000 CMLLER I,.MM ApOVE ACCESSIBLE CEILING. COORDINATE Addenda 2 Wrm 1111c"CAL 3 I August 2000 Addenda 3 MIIDREN OESIGN CROUP P C. 2000. ALL I SECOND FLOOR FOLDER s SIGNAL PLAN Puwrs RESERKO E3INM MOREa�'�"..r�I�l �°�was� Nt IN��a ar E 1111111111111110 P& 72nd Ave 17515 Dale 16 .August 100 , BUP2000-00268 -- r '2 n1 es Ur,1•,�n h'• Checked M *AEIJLO HLD kk ,lob Number: 99095 Sheet of: rdo.................MD 1085E j CORES-18-00 Ot W5�ole...... 1+•1 - (x1VTAGT...MAT�t fiAhl tti cow ULTIw l i . room P'yot Cbb.......8-23-00 DnAM by.....RAE/JLO C:onetruction Set i Aupuet 2000 E 3 'ffm Owl? F'-T"Mmwr—:' ~ )►u nr ural I r yr Inn uu n -i r �I urn r+uu�u II )nub ul nulunlunlnnluul n)nn1) Iu ynulnu n I I u uoMartrr sty I I _ r I I Iii l III l I °�. also 00 I I Iss I 14 r�b I Ib I• �+ !s SG rr4 �e 2e 2 >:e 20 30 - y ,- rl tib. rr{>�ip. . ,.,.� •, .,,si �• r�. '�r r ur h' + 'i�M« r ' rie i` MOREN DESIGN GROUP,P.C. ARC C17WMRR • SPA3 M ANNM 11830 SW Kerr Parkway,Suite 325 Lake Oswego,Oregon 97035 (503)244-0552 1 2 3 4 5 6 7 8 9 1U 4N,S: , r? I I I I I I I i I I I I I I � I ' I I I II • 'li I ' I I I I I I I I I O�%ner: • Pacific NW I I I I I I I Properties I - - - - - - - - - - - - - - - - - I I I I - - - - - - - - - - - - - - 9965 S.W. Allen Bl\'d Suite 115 5 1 1 3 Beaverton,Oregon 97 005 LJ L I I RFU I • I ��• I • I e I I I I amt ► I I I A. Project: j 72nd Avenue Of f ice Building 13535 S.VV. 72nd A enue Tigard Oregon Sheet Title: ELECTRi .AL ROOF PLAN KEYED NOTES: Q L PROVIDE AND MSTALL UEATHERPROOF RECEPTACLE ON CM OF RTU FOR MAW*"4CE. Revisions: I. 21 Jul 2000 Addenda 1 2. 27 Jule 2000 Addenda 2 '" !f g p s/ d.Ftl lt:s 3. I August 2000 Addenda 3 1. Fi ,� .f •A. A Yl 1 '! i I :e 1. ELECTRICAL ROOF PLAN - -- }' wIOREN DESKiN GR¢1R Md1r5 RESERVED E4 >�aMrii��s MK wa Mare'or a MMT MIC e>< mM log ad'uam M ofir °moiri aw�i aour�a a' Date 16 August 2000 Burzann nar Drawn b\: Checked h%. 9;1]0 s W l RAE/40 4L15 00FITI Muer, OREGON .W: � Job Number 99095 rns.ee.. F-Ho.................MD/t 085E4/C0RE8-18-00 t A" `°-'P0 Sheet of: Plot Scole......t m 1 (7x•ItAr*_,HAlit t3AEiEEtr C(7 N'11 l 7�N 17 ENGINEER S Plot Dote.......8-23-00 Drafted by.....RAE Construction Set Ault 2000 E4 JoA Nlrn6u p M maim"aw o� lll lI 111111'II11111111RIR �.;M � } 1 1b1I4R ��Illlll1l4 11� 11� 1 0 1 I , t - I Y . ill d . , - - ' .,,.. ...•ly...a. ,.- ...,.v.,.-,", r.<,..,,. .•m y.;. .:,..._,. v+s*'7ll.ec�I!•Re4+'bw"!I's-e a.W r r 4 ,M11•4 ' v'1iI h� S MwRFN DESIGN GRtouP,P.C. ARCHrM. TURB • SPACE PLANNING 11830 SW Kerr Parkway,Suite 325 L ke Oswego,Oregon 97035 (503)244-0552 2 3 4 5 6 7 8 9 10 • ,ck-� FF��F,,, I I I e DI OI " - I - - -�_ - -�- - - - ---- 4- , - - -- --+-- - -- - I - SIC 6C x - bG I I �11 F� _4 4- I ' •— - —T E E caner 77 1 ! O Pacific NW Propert ies i i 777r I I I 1 1 11r7—1 1 r _ _ I 9965 S.«. Allen Bh d. Suite 113 Beaverton.Oregon 97005 D I _f r 111 1 — PC DE M I —, _.- Project: Mow I -- , -- - F 72nd Avenue Of f ice M ! ' Building _ I _ J 13533 S.�``'. 72nd r-��enue Tigard,Oregon SIC - - � —+ - 3C i I A 173 ! I � 14 j I i I ------ ---— Sheet Title: FIRST WIN LJ FLOOR I LIGHTING PLAN ac 8C OI DI w j Ell KEYED NOTES:O I. RtOM VIA EXTERIOR L04TM�CONTROL. WE EXTERIOR LWMrci CONYIWL DIAffli 2. ROUTE TWMM M ATMW LkM4TM�i PHOTOCELL. Re.tsinns :f I I. 21 July 2000 I .addenda 1 2. 27 July 2000 :addenda 2 3. 1 August 2000 .addenda 3 a: FIRST FLOOR LIGHTING PLAN - r rKDRCn OE910N "TP. P C. 2000, ALI RIONT4 RESERVED E5 ecALE _ mea A 1511111 46 • Date. 16 August 2000 1 w ` 3c M1 t�ti 72nd, I' f. 74 oP200 86026! Drawn b%: Checked b� O 9_CXl Sw eta„ - i p t•11.!! s t' P RAE JL FlOPTJob Number: 99095 ,,. FA, 5� a I File. ...............MO/CORES-18-00/1085E5 r y Sheet of: I c., ......1-1 C�ITAC1_JiAPK RAp F[N C o N e u t TINU n 1 `' �L.I - 7 ': •~ ` Y .'%yt'A T CY,. 4h 1-Qt �7�r01♦ k� Plot Date.......8-23-00 _ _.� a - ,b� �,„� �b� • n u•. Drofted bp.....RAE/JLO \rIVI AIS W YVI 1 Set August � k� y bb Vun,lw M L.E�ILIT1f STIR _ Cf�l t t t t tut t t t Wino nnl nt nilfuit t it i Jill till i I n� t t It t t t tut t t nn ull Inl ,nun it t til lu t ni lu 'Iel, I I I f I I I a 'Ittt w 10 rIM tD i I t! I� to to I ( t1 !l� �t :Z0 a RD Re 27 2e Zo 3o fi k ,. .• n .b (*. A�� \ j r�.fd it d , ` �,`. r, x C 1 -r .. .. ;, 111 t i, t ly --, + t �'t tppL �p" X1.4 • MR- .< lc .r • rr T , -... , '... ,{, .•.a -. '� Lica r r. rw,,•',n WDREN DESIGN GROUP,PC. ARCHIrF=RS • SPACE PI.ANNNG 11830 SW Kerr Parkway, Suite 325 Lake Os%\ego,Oregon 97035 (503)244-0552 1 2 3 4 5 6 7 8 9 0 J OA Ce 1 I i I I 't- -i-- i i- -. - I I I I I I ' •—�_-_r I r CE M r � 1 O�xner. I f NVQ I � Pacific r r r Pr pert les ---� _ Q PEt I -- - — _—. -. _ _ ------- -I -- 1-- -- IIDE DE I ' r I T 9965 S.N. alien Bk d. Suite 11-7 - - - - _ -- I I I I �--- - - Beaverton.Oregon 97005 CE CEIf . a I I I I ! t-t I tI IBE Project BE .... . - - Avenue 72nd � I it � i i ; ii -- F - - - __. ° Office I I I O I I I S I I i � I Building � - r r t _ _ —I -�-i- - I I !3535 S.W. 72n d A enue Tigard,Oregon - I I I II i t VIII I I I I ' - - - - � - 'I � -} - - - --t- - I f I � • IF= I I I I I i • I I I I �.J I I -------- SECOND r j i I I FLOOR ! i r 7LIGHTING I '_ _ r --= 1• PLAN t -- -' i - - - - - - &C — -------- \ I KEYED NOTES:() —' -- I. PROVIDE PHOTOCELL FOR ATRIIP'I L04TR'6 CONTROL. 2, RIO M TWRO" ATRILM LIC�HTWs PHOhJCELL. Re%Isiuns: I. 21 July 2000 Addenda I ; y 2. 27 Jule 2000 Addenda 2 3. 1 August 2000 Addenda 3 • �a aid' `..;ti a jr WILREN Ot" GROUP, P 1_. :OC>f,, ALL 1 SECOND FLOOR LIGHTING PLAN R!pITS RESERVED Elb eca.� UI1f,Ia.�f PJL r � or�s�Ni osNi - • "(1 Ave us3s Date 16 August 2000 [3 P2 5 aG Dra\k n Ir, (N--ked b� r � RAEijLo :Lm I Job Number: 99095 I'NII.................t+lb�-t .r/CbR'.e—t s-00 • Sheet of: CWACT•.:FI W MREEN L N S U L T I N(k E N I N F.E Plot Scale......1:1 PW too.......11-23-00 � E 6 .d k►.....49 Construction Set _ August 2000 Job 4w!,t,• N •.r..-..w,>.-.... ..,.. ..-_......••r..rw .w.r•.rr . .rwwnnerww. MM wun ..•y..•..+rown.•nur.•....r.:ruvrvrw.a+nnu. ..•. '11 r..:•.R:.. .. Cm III II ! (11111!�s}jinllnl3lji 00 n..l�wriu..11:,!.u.�..n.nr.,l.l.fl.nal...:....•... ITill, !0lullilIi1IuiiluuIln u1 1 IIi ulnil .^. IIIII fill!n-�nu 12 Ina_lldlnllln!a y u2eul lu2I9 3i) i ,^J fir'.. ,•. .' .. , .. .. ., . ":. J. f • 1 .. . • i r„ f, � i t v. t MILDREN DESIGN rROUP, P.C. ARCFflTE(`rURE - SPACE KANNING 11830 S%' Kerr Parkway, Suite 325 Lake&,',%ego,Oregon 97035 (503)244-0552 FEEDER SCHEDULE H 3w 4w TAG AMPERAGE CONDUIT CONDUCTOR GROUND TAG AMPERAGE CONDUIT CONDUCTOR GROUND 3 30 1 3 10 10 0334- 30 1 4 10 10 KKEYED NOTE 0403 40 _ 3 4 3 8 0404 40 ' 3/4- 4 8 8 0503 50 3 4 3 0504 50 1 4 6 8 L PROVIDE WA - 3P NEMA 3R FUSED D!>SC.ONrECT UNT14 0603 80 3 4 — 3 8 8 0804 60 1 1 4 4 6 B 'MmA FU6E8. COOMEDINATE WITH DIVISION 15. 0703 70 1 3 4 8 0704 70 1 1/4 4 4 8 0603 80 1 1/4' 3 0804 80 1 1 4`-^ 4 3 8 2, PROVIDE 60A - 3P NEMA 3R FUSED DMCANIECT WITH 0903 90 1 1 4 3 8 0904 90 1 1 4 4 3 8 4DA.RJ6E8. WORDINATE WITH DIVISION 15• 1003 100 1 1 4 3 2 B 1004 100 1 1 2 4 2 8 1253 125 1 1 2'- _ 3 1 6 1254 125 1 1/2- _ 4 1 6 3. CODE 81=URS"Y FOQ CODE TAP TO SUPPLY APD 1503 150 1 1 2 3 1/0 8 1504 150 2 4 1/0 6 RETURN FAR 1753 175 2 3 2 0 4 1754 175 2 4 2/0 4 4. PROVIDE AND INSTALL 4W/206V 3. 4W,1121•y KVA K-4 2003 200 2 3 3 0 4 2004 200 2 r— 4 3/0—� 4 TR NISFORMER. FLOOR MOUNT 6� ELECTRICAL 2253 225 2 3 04/0 2 2254 225 2 1/2- 4 4/0 2 SPECIFICATk7N8. DUAL TAP. 2503 250 2 1 2 3 250KCM 2 2504 250 3 4 250KCM 2 3003 300 3 3 350KCM 2 3004 300 3 4 350(ZM 2 5. PROVITOE CODE C>rR01M TO STRUCTURAL STEEL. 4003 400 3 3 500KCM 1/0 4004 Opp 3 4 500KCM 1 0 QED PROOF ENSURE CM401ND PATk 8003 800 2 3 EACH W 3 350KCM 2/0 6004 600 2 3 EACI I W 4 350KCM 2 0 6. PROVIDE AND W6TALL TJaf'91PW- /0JW4T TRAN6FOR ER 8003 800 2-3 EACH W 3 500KCM 2/0 8004 800 2 3 1/2* EACH W 4 500KCM 2 0 COMIPARTMENT A6 DIRECTED 15Y PGE PRIOR TO DID AND 10003 1000 4 2 1/2" FACH W 3 250KCM 2 0 10004 1000 4 3 EACH w 4 250KCM 2 0 6 e5 INSTALL COMPLETE RTU-1 RTU-1 RTU•2 RTU-2 12003 1200 4 3 EACH W 3 3509CM 3 0 12004 1200 4 3 EACH w 4 35OKCM 3 0 6UPPLY FAN RETtRJ FAN 6UPPLY FAN RETURN FAN 18003 1600 5 3 EACH w 3 CM 4 0 16004 1E00 5 3 1/2" EACH w 4 500KCM 4 0 � GON 2000T-- 2000 8 3 EACH LN 3 KCM 250KCM 20004 2000 6 3 1 2 EACH w 4 500KCM 250KCM V`oREGotiq� 25003 2500 7 3 EACH W 3 KCM 350KCM 25004 2500 7 3 1 2 EACH w 4 500KCM 35 KKCM f,'o <�2a /--� �-� /" 30003 3000 7 3• EACH W 3 KCM 400KCM 30004 3000 7 3 1 2 EACH W 4 500KCM 400KCM yFN M• ��C� t 1 ) ( 2 ) t'. I ) 2 I EXPIRES 12-3•-00 —^I ` �! F �! F �.lF F • T 3 FEED TMRU LUGS O O --------- — _i PANEL 200V 408V 415 I PUTUM I PANEL I PANE' MECHANICAL EQUIPMENT SCHEDULE L———-J !+'ARK EQUIPMENT DESCRIPTION H.P. LOAD VA VOLT PHASE C. WIRE CIRCUIT PANEL BREAKER DRAWING LOCATION 117b KVA — (47U_1 ROOFTOP LHT - SUPPLY FAR 40 - 460 3 MDP SEE ONE-LINE DNAGRAM O O ROOFTOP UNIT - EXHAUST FMN 15 - 460 3 11DP SEE ONE-UNE DIAGRAM O��nef: RTU-2 ROOFTOP UNIT - SUPPLY FMN 40 460 3 110P SEE ONE-UNEDIAGRMI ROOFTOP UNIT - E)0NAU5T FMN 15 - 460 3 MDP SEE ONE-UNE DIAGRAM Pacific NW CP-1 CIRC. PUMP FOR WH-1 Ile - 1 120 1 1/2" 2J12 27 2MA 2OA-1P PANEL PANEL EF-1 ROOF TOP EXHAUST - TRANS. 1/6 - 120 1 1/2" 2 ,2 26 2MA 20A-1 P P r o p e r t i e s 2N 2DI EF-2 ROOF TOP 00VA T - BATH 1/6 - _,20 1 1'n.. 2 12 26 2MA 20A-1P EF-3 ROOF TOP EXHAU5T - BATH Ile - 120 1 1 2" 2 12 30 2MA 2OA-1P SP-1 ELEVATOR SUMP PUMP 1/3 - 120 , 112" 2J12 24 2MA 2OA-1P WW-15 2!0 FL SERFS ELM HEAT 1113 3KW 277 1 1A.. 2012 30 46 2OA-,P WW-16 200 FL 3EliFS ELEC. HEAT 11.3 SKW 277 1 1 2" 2010 32 46 3OA-1P WM-44 1ST FL SERIES ELEC. HEAT 1 3KW 277 1 112" 2012 26 4A 20A-1P FEED T4W LUGS V W-45 1ST FL SUM EIEC. HEAT 1/3 7,SKW 277 1L34 2 30 4A 40A-IP9965 S.�•. .•�llen l%d. UIIE 1lZIS 1ST FL SERIES ELEC. HEAT 1 3 3KW 277 1 2 1L 32 4A 2OA-1P Beaverton•Oregon 97005 1 , 4A QJF�'*9 FLOOR �t�l�1QB-J2(2B '°0_ED T4-ft LUGS project: 72nd Avenue 2MDdV 4mSV Office PANEL !AAPEL PANEL 2A2 2AI 4A Building = 112b KVA O O4 13535 S.W. 72nd Avenue Tigard,Oregon I • I PANELI P2M L =n 3 3 C=40043 I I Icy"EMTT— I I L—�.—J — — — — — — — — � L---------J FL'-EDTI4RULUGB sheet Title. O - -� M I I 1 R5A 1 IiSA 1 41iDA 125A 1 125A �AJINE I ONE-L 3P J 3P J 3P 3P J 3P SPACERISE R O _�- T I i IT T DIAGRAM UFM 1� eLDG FOOr1NG Tl?TROI�R PAPMEL - PDP GRD. -OSS ONQE CLL GRD. Revisions: 1. 21 July 2000 Addenda I as 2. 27 July 2000 IN OU1 R R15ER DIAGRAM /4e •41u ��34 � .Addenda 2 K< I August 2000 r„ Addenda 3 4. 6 September 2000 Electrical Revisicas r� Vie, • I.. MILDREN DEllpl OROl1P P C 2000, ALL RKNn fu�ERvtl; I OF OT Ro OIC WaniH �T o • 1aaaN 6�BwN NBM'1a1 r • r6J�1 0lMIM map, P O 72nd Ave 13535 Date 16 :august 200 BUP2000.00265 7601 86 Drawn b�: ( flecked b%. • 99QC� ,. I � ' RAE/JLO HLD POP TLANU, 111, Job Numher. 99095 Sneet of: F ilk.............•...MD-1 411117/COltEd-1 a-00 W1J'h�'T,•.HAN1 BARFIN r_c,N e u I N a 1 V R 19 Plot Scow.......1:! PlaDea °o`by..... Ccw*ructlon Set o August 2000 DroltNd JT-0 E 7 laE Nlr�r A .......... _.— ............. ..,.+*4-I�N�-Iw+w.www.v-r'•w..'..,.-- .,...,,'-s4�""!�r�•Ytr. 1111 NII 111111111 fill IIII 1111 IDI '1111111 I II IIII IIII IIII Ilii illi IIII III 1 I ILII I I it 11111 II II I II 1 I I 1 1 I I I II I II 1111 i II IIII IIII IIII IIII II11 IIII!III 1111 1111 IIII 1111 1 I II 1 IIII 1111 LtOrLJT1/=Tlar �m I I I I I I 1 I 1 I 1 I I I I ( I ( I I I I I 1 1 1 1 1 1 1 I I I lotQale. 0 Ib I t to 1 14 Is 1 t• Is ab dI s 13 . X a 27 ab 20 30 _ t•h • • I' 17, I k i\ .y• :,. - A 1 `,°•tr .t. tri MILDREN DESIGN Gitoup,P.C. ARC'HMECTUR6 - SPAM PLANNU4G 11830 SW Ken' Parkway, Suite 325 Lake Oswego,Oregon 97035 PANEL SCHEME PANEL SCHEDULE PANEL 3CHED(ll.E - PANEL SCHEDULE (503)244-0552 PAWL 2A1 WE A ASSOCIATES, INC, 2A2 MKE A ASSOCIATES. INC. WIL 2B1 BAKE • ASSOCIATES. INC. PAWL- 282 WE k ASSOCIATES, W. NOLMN SURFACE SURFACE SURFACE SURFACE DRAT, 208 Z11M. 208 DIM 205 DQjE,; 208 ELEC. RM ELEC. RN 2ND FLOOR ELEC, RiA AU/ g 2(� Vat" pli= zj HU8 At Im o pL� � 2ND FLOOR ELEC. RN. yo MAU IE BU3 k WIN YflL� P�� i HU8 k YARi 120/208 3 4 200A AWN BRKR 120/208 3 4 MLO 120/208 3 4 200A MAIN BRKR 120/208 3 4 MLO C VA no. I B C No. TA C C VA No ♦ 8 C No. VA C C V Mo. C No. VA C C D8/C�TpN Y1 No. ♦ B C No. VA DieCA1pT10N C 2 11ECinACLE 720 20/1 1 • 2 20/1 SPARE SPARE 20/1 1 • 2 20/1 OPM� 2 TELE TEAM 300 20/1 t • 2 20/1 SPARE SPARE 20/1 1 • 2 20/1 SPARE 2 FAX71ACLE 720 20/1 3 • 4 20/1 SPARE SPARE 20/1 3 • 4 20/1 VAN Z N-HALL-iMLL 720 20/1 3 • 4 20/1 _ SPAM SPARE 20/1 3 • 4 20/1 SPARE 2 IKCE1+1'AIXE 1260 20/1 5 � e 20/1 SPARE SPARE 20/1 s • 8 20/1 SPNIE SPARE 20/1 5 • 6 20/1 _ SPARE 20/1 s • a 20/1 SPARE 2 51T•• LTC 400 20/1 7 • a 20/1 STARE SPARE YO/1 7 • a 20/1 SPARE SPAK 20/1 7 • a 20/1 SiMIRE SPARE 20/1 7 • a 20/1 SPARE • 10 20/1 SPARE a•'ARE 20/1 9 • 10 20/1 SPARE SPARE 20/1 9 • 10 20/1 SPARE CARL 20/1 ti • 10 20/1 SPARE 20/1 9 A VARE 20/1 11 • 12 20/1 SPARC SPAR[ 20/' 11 • 12 20/1 SPARE ePARK 20/1 11 • 12 20/1 0PA11E SPARE 20/1 11 • 12 20/1 SPARE SPARE 20/1 13 • 14 20/1 SPARE SPARE 20/1 13 • 14 20/1 SPARE SPARK 20/1 13 • 14 20/1 SPARE SPARE 20/1 13 • 14 20/1 SPARE SPARE 20/1 15 • to 20/1 SPARE !1PA'k 20/1 15 • 16 20/1 SPARE SPARK 20/1 15 • 16 20/1 SPARE SPARE 20/1 15 " 16 20/1 SPARE SPARE 20/1 17 • 1a 20/: SPARE SPARE 20/1 17 • to 20/1 SPARE SPAR[ 20/1 17 to 20/1 SPARE SPARE 20/1 17 • Is 20/1 SPARE SPARE 20/1 19 • 20 20/1 SPANS SPARE 20/1 19 • 20 20/1 SPARE SPARK 20/1 19 • 20 20/1 SPARE SPARE 20/1, 19 • 20 20/1 SPARE SPARE 20/1 21 • 22 20/1 SPARE SPARK 20/1 21 • 22 20/1 SPARE SPARE 20/1 21 • 22 20/1 SPARE SPARE 20/1 21 • 22 20/1 SPARE ( r' SPARE 20/1 23 • 24 20/1 SPARE &RE 20/1 23 • 24 20/1 SPARE SPARE 20/1 23 • 24 20/1 SPARE SPARE 20/1 23 • 24 20/1 SPARE SPARE 20/1 25 • 26 20/1 SPANS SPARE 20/1 25 • 26 20/1 'SPARE SPARE 20/1 25 • 26 20/1 S^N1E SPARE 20/1 25 • 26 20/1 SPARE SPARE 20/1 27 • 28 20/1 SPARE IPARE 20/1 27 • 25 20/1 SPARE SPARE 20/1 27 • 28 10/1 SPARE SPARE 20/1 27 • 28 20/1 SPARE _ SPARE 20/1 29 • 30 20/1 SPARE SPARE 20/1 21 • 30 20/1 SPARE SPARE 20/1 29 • 30 20/1 SPARE SPARE 20/1 29 • 30 20/1 SPARE N M. SPARE 20/1 31 • 32 20/1 SPARE SPARE 20/1 31 • 32 20/1 SPARE "PARE 20/1 31 • 32 20/1 SPARE SPARE 20/1 31 • 32 20/1 SPARE SPARE 20/1 33 • 34 20/1 SPARE SPARE 20/1 33 • 34 20/1 SPARE SPARE 20/1 33 • 34 20/1 SPARE SPARE 20/1 33 • 34 20/1 SPARE SPARE 20/1 35 • 36 2A/1 SPARE SPARE 20/1 35 • 36 20/1 IPNK SPARE 20/1 35 • 36 20/1 SPARE SPARE 20/1 35 • 36 20/1 SPARE SPACE 37 • 38 20/i SPARE 1 SPACE 37 • 38 SPACE SPACE 20/1 37 • 38 20/1 SPACE SPACE 37 • 38 SPACE SPACE 30 • 40 20/1 SPARE SPACE 30 • 40 SPACE SPACE 20/1 30 • 40 20/1 SPACE SPACE 39 • 40 SPACE SPACE I1 • 12 20/1 SPARE SPACE 41 • 42 SPACE SPACE 20/1 41 • 42 20/1 SPACE SPACE 41 • 42 SPACE IOAD cane M X11 aJ Z" 2UAL ) xim �JQOQ Id11 aNle M a-A YAJ aJr ffi"'.= zw= AMLJAAD LOAi ami m Z L1 aJl » ffiAiI�LYV zim DODLJo1D 1a1DSgGL-m I&A EH_9 12" TOTAL = 11CM1 20MLJ"D 1. LIGHTS: 0 0 0 0 1.25 0 1. MIMI 0 0 0 0 1.25 0 1. LK*1m- 0 0 0 0 1.25 0 1. LIGMS: 0 0 0 0 1.25 0 2. RECEP ACRE: 1,120 720 1,200 3,100 • 3.100 2. RECEPTACLE 0 0 0 0 • 0 L RECEPTAACLE 300 720 0 flow • 1,060 2. RECEPTACLE- 0 0 0 0 • 0 3. HEATING: 0 0 0 0 1.00 0 3. NE%1TM: 0 0 0 0 1.00 0 3. HEATING: 0 0 0 0 1.00 0 3. HEATING: 0 0 0 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 s. EOIPIEHT: 0 0 0 0 1.00 0 5. EOUPIENT: 0 0 0 0 1.00 0 5. EOUPMENT: 0 0 0 0 1.00 0 S. EOUIPLIENT: 0 0 0 0 1.00 0 6. MOTORS: 0 0 0 0 » 0 6. MOTORS: 0 0 0 0 » 0 a. MOTORS: 0 0 0 0 •• 0 6. MOTORS: 0 0 0 0 •• 0 7. MISC. 0 0 0 0 1.00 0 7. MISC. 0 0 0 0 LOO 0 7. MISC, 0 0 0 0 1.00 0 7. MISC. 0 0 0 0 1.00 0 TOTAL(VA): 1.120 120 1.200 3.1D0 3100 'SAL (TO. 9 9 D 0 9 TOTAL (TA): 300 220 9 I", 1.000 TOTAL (VA): ➢ ➢ ➢ ➢ ➢ 1ANO f YOIOIr 0 VA TOTAL WAD, 9 A 00118 DMIAND: 9 A LNO58E Mom 0 VA TOTAL LOAD: 0 A 0008 D01AM. 0 A LfROfR MO'EOR: 0 VA TOTAL LOAD: 3 A CODs DOEUEfl 3 A LAN MT IIOT08. 0 VA TOTAL LOAD 0 A CODZ DdAND: 0 A Owner: NOBS NOS: NOTES: Pacific NW • nm 10 KVA + 5= OF 11E MLANCE • FRSr 10 KVA + 5= OF TFE RAIANCE • FIRST 10 KYA + 508 OF 111 BALANCE • FVW 10 KVA + 50% OF THE BALANCE » I OF 11K MOTOR t THE OAL/INCE » 125>< OF 714E IAROESr !TOTER + THE » 12 ai THE LnAOESr I110TOR + ,11E BALANCE •• '2811 " 211E LARGEST MOTOR + THE BA`"ICF P r o p e r t i e s 9965 SAV Allen Bl%d. Suite ' 15 Bea\erton, Oregon 97005 Project: -'� PANEL. 3CHEDULL PANEL 3CHEI:�; ` 2MA BAKE k ASSOCIATES, MIC, Yn�g P� BAKE t ASSOCIATES, W. YQ�g PA1>l�I: 48 BAKE k ASSOCIATES, INC. 72nd Avenue enue SURFACE SURFACE SURFACE �: 2os �; 480 ,�; 480 � Of i�•e ELEC. RIM ]Qr: ELEC. RM 1QG: 2ND FLOOR ELEC. RM 2=1 P�L� >t� BUs k Ti11IIE VOLTS 7�i lm km POLLS n= mu HUs k ><tAnA Building 120/20(! 3 4 TOGA MAIN BRRCR 277/480 3 4 MLO 277/450 3 4 MLO C o�T10M VA No. A D C No. VA C C Y♦ IIs. A D C No YA D 011 C C onscounw q No. A 8 C 11�._ Y♦ C SPARE 20/1 I • 2 20/1 124 ELEV M. LTS. 1 SPNIAE 20/1 1 • 2 20/1 SPARE SPARE 20/1 1 • 20/1 SPARE 1353:, S W. 72nd Avenue SPARE 20/1 3 • 4 20/1 300 ELEY M. 1111W. 5 SPARE 20/1 3 • 4 20/1 SPARE SPIRE 20/1 3 • 4 ",If SPARE Tigard, Oregon SPARE 20/1 5 • 6 20/1 leo a" M. CONRIOL 5 SPARE 20/1 5 • 6 20/1 SPARE SPARE 20/1 5 • 6 2011 SPARE SPARK 20/1 7 • a 20/1 Teo ELEV REM. 5 SPARE 20/1 7 • a iur7 SPARE SPARE 20/1 7 • a 20/1 SPARE SPARK 20/1 0 • 10 20/1 124 no Lm 1 SPARE 20/1 9 • to 20/1 SPARE 1 2ND FL E. WALL LTC. 1776 20/1 9 • 10 20/1 SPARE SPARE 20/1 11 • 12 20/1 300 TELE BOARD 5 SPARE 20/1 11 • 12 20/1 SPARE 1 2ND FL !HALL 2220 20/1 11 • 12 20/1 SPARE SPARE 20/1 13 • 14 20/1 SPARE SPARE 20/1 13 • 14 20/1 SPARE SPARE 1200 20/1 13 • 14 20,1'1 SPARE SPARE 20/1 is • 18 20/1 •100 FRCP 5 1 F3iTirY LTR 1117 20/1 15 • to 20/1 SPARE SPARE 930 20/1 15 • 16 20/1 SPARE SPARE 20/1 17 • 16 20/1 500 RCSCUE ASSIST. 5 t 1S FL FINL LTC. 2730 20/1 17 • 19 20/1 SPARE SPARE 20/1 17 18 20/1 FARE Sheet Title: SPARE 20/1 19 • 20 20/1 360 TE'X KARD 2ND FL 5 1 IST FL E FALL LTC. 1002 20/1 19 • 20 20/1 SPARE SPARE_ 20/1 19 • 20 20/1 SPARE SPARE 20/1 21 • 22 20/1 !APARE SPARK 20/1 21 • 22 20/1 SPARE SPARE 20/1 21 • 22 20/1 SPARE 1 BK UAR1 LTO 2700 20/1 23 • 24 20/1 SPARE SPARE 20/1 23 • 24 20/1 SPARE SCHEDULES PANEL 3p^'T&Aw 20/1 23 24 20/1 eel SP-1 6 - SC]I I E D VT L E S SPM-E 20/1 � • 211 20/1 1066 EF-1, EF-2 e 1 A7fii18l>f! LTG Esse 20/1 25 • 26 20/1 SPARE $PARE 20/1 25 • 211 20/1 SPARE 6 CP-1 528 20/1 27 • 2a 20/1 700 OV-1 6 C(TET80R LTO 1&% 20/1 27 • 28 20/1 3631 VAV-44 6 SPOAE 20/1 27 • 28 20/1 SPARE e FIRE SlNO(. JOIP. 526 20/1 2! • 30 20/1 0.Te - EF-3 6 6 wN-1 9000 20/1 29 30 40/1 6331 VAV-45 6 SPNlE 20/1 29 m 20/1 3831 VAV-15 SPAM 20/1 31 • 32 20/1 SPARE SPARE 20/1 31 • 32 20/1 3631 VNW-46 6 SPARE 20/1 31 32 30/1 5831 VAV-15 SANTE 20/1 33 • 34 20/1 (FARCE SPARE 20/1 33 • 34 20/1 SPARE SPARE 20/1 33 • 34 20/1 SPARE SPARE 20/1 35 • 36 20/1 SPARE SPARE 20/1 35 • 36 20/1 SPARE SPARE 20/1 35 • 36 20/1 SPARE SPACE 37 • 311 SPACE SPACE 37 • 36 50/3 11000 810NtOR 6 SPACE ' 20/1 ! 37 • 311 SPACE SPACE 39 • 40 SPACE SPACE 39 • 40 • 11000 • 6 SPACE 20/1 30 • 40 - SPACE SPACEN • 42 SPACE SPACE 41 • 02 • 11010 • a SPACE 20/1 41 • 42 SPACE J- JaMILANK-M aJ 1" 11" TOTAL nn 11L� �j�Op 10AD 000e M aJ aJl aJr �W 11i:� J�imD ld8 ams (VAI aJ1 aJl z" -a-m Elim 90�J01G 1. LOHM. 114 124 0 240 1.21 _10 1. 1.10m: 2,1160 2.676 5.430 10.755 1.25 13,444 1. LAIHTS: 0 1,716 2,220 3,90!1 1.25 4,11011 2 NKCVVACLE: 0 0 0 0 • 0 2• RECEPTACLE 0 0 0 0 • 0 2. RECEPTACII: 0 0 0 0 • 0 3. HEATIft 0 0 0 0 1,00 � 4' 3, HEATM: 0 0 0 0 1,00 0 3. NEATINO: 0 0 0 0 1.00 0 4. K111304: 0 0 0 0 1.00 0 4• K1ICFEN: 0 0 G 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 8 EQUIPMENT: 640 000 1010 2,440 t OJ 440 5. EQUIPMENT: 0 0 0 0 1,00 0 5. EOLNPMER: 0 0 0 0 1.00 0 Re%islons: 0, MOMM. 1.066 1,228 1,020 4,204 » 4.408 6. MOVORs: 14,831 14.831 26,331 57,093 » W.743 6, MOTORS: 0 0 0 0 » 0 I 21 Juh 2000 7. MSc. 0 0 0 0 1.Oc o 7. MSC. 0 0 0 0 1.00 0 7. MISC. 0 0 0 0 1.00 0 addenda 1 2. 27 Jul% 2000 To1rAL (Y1): 1.720 ].Z13 ?.100 1AllZ l.Z1r) TOTAL rA} 17-421 JLM ALZel ALM ZwZ TOM (VA): 9 1.Zm 2.220 AM S0� Addenna 2 3 1 August 2000 Addenda 3 E Lal 1,060 1111 70TY.LAD 10 A ORS 1 1� 20 A L6�T Mom 11.000 VA TOTAL 10AD 83 A 0008 L101AND: M 4 lA808Si IIDM 0 VM TOTAL LAD: : A Cm DIEiYND: 6 A 4. 6 September 2000 "r �; � Electrical Revisions Rldl!>R • R1SliT 10 R1a►+ O11S or iNE OAIAIIO[ • Flew 1C ROI► + 6011 of TIE NWACIE ►RoaDE FEM "M Rhos • nAV 10 K% + Bois OF TW sNANCE + IM BNNICE » i25>1 OF 114E LARIM MOTOR + THE KANCE WILDPEN OE" GROUP o r 2000 ALL PrAm"• 0 MI mwft�r�Im� AlO AR NOT10R�011NA111f Q IaJ�I N1�1�E,PAKIN 11111"m PA •, 72nd Ave 13535 Date. 16 .August 2000 h SUP'000 00268 � 9800 ,�,ti, 77 n1 es Dra�ti n b� Checked b% RAE'JLO WLE . e PQR7LQNG. Job Number. 9'J095 File.................MD-10b5Ee/cw-8-18-00 r in n lanr.l ,1 Nl.A, Ari ;lu,'i• . , Sheet Of: 00Nt V-l- 'R BAFLEEN cow 1 s �>a bei� a Plot Scae......1:1 rW Dote.......a-23-00 E8 Drafted by.....Jl0 Construction Set - August 200 bn�unle. 94 r� Qn1 II tIt I II 1111 1111lItif�nli`Illr�li IIII`IIII IIII�IIII liui�;ui11111�1111 111 illl�llll I I II ty ILII II�IIIII t 1 I I RR 1 I I I II I II t�llll IIII�111 II I(illl IIII)1111 IIII�IIII 11)Iii 1111(11 I I �i I I I 11'`� 9 4 7 �` O ( R (0! RO R4 L R. RI8 1� !p 91 22 23 215 2027 ►Ouu.IHN I�r Na 1 II8 Il � »• , t .. i.f-- .:•,r. ••Hwy, � a kl• c nC.y' ! n III V { .. ,. ,..., ... •: c .,. 1 .:- ,,.: .;,. ., ., ,... .. ;t:'+•z:•;•, a`r i ,. a Y..4 rI ,`�:k,1=•ta:m':RN -._ N,R!Rk 1, R:µ t? "j 4, I � r1• i' R± 60 ONE-LINE DIAGRAM O 5 6 E9 SHUNT TRIP DIAGRAM POWER MODULE M NEMAI ENCLOSURE MILUREN DESIGN GROUP P.C.IC�YED NOTES: O AROUTEC'IVRE • SPACE PLANNING - - - rhECNANICAL INT�IRLOCK� - - - - 1 4 I. WET LOCATION LISTED,FLUORESCENT,2-LAMP RBERGLAS& 11830 5�' Kerr Park�kay, Suite 325 L- f AUX.CONTACT E►MSvT-TRIP I REINFORCED POLYESTER HOUSING,ACWLIC HIGH-I.1PAC* Lake Oswego,Oregon 97035 - -- I DIFRWK FULLY GAWF.TED FIXTURE. MOUNT FIXTURES b eg 8 L-- OPERATOR --J BELOW BOTTOM OF WILIEST TRAVEL POINT OF CAR,SOV. (03)244-0552 ELEVATOR FU6ES .1 8 KENALL Nka'48 SERIES. -- _ - - STRUCTURAL(TYP) 2. 3/4'C TO TT15. t�vIDE DEi�ICATED TELEPHONE CABLE. TOP FLOOR ELEVATOR 3. PROACE (2)DEDICATED 20A,120Y CIRCUIT6. (1)FOR L*HT6 -�- CEILING(TYP) 1 M ASND RECEPTACLE6 AND (U FOR ELEVATOR CONTROLLER pp�� -..- I I I �O Foam 4. MOUNT SWITCH Aro RECEPTACLE ADJACENT TO LADDER n -':LEY KEYED NOTES: =CM D. PROVIDE LOCKABLE DISCONNECTS. LABEL 6WT04 `1- LOBBY � O 'ELEVATOR CAR FAN AND L*WT6. IF BATTERY LOWERING i 4 1i-0V/fOOvd- I I 2AI-2A* OPTION 16 PROVIDED THIS CIRIQJIT ALAO 6ERW6 BATTERY I. ONLY SMOKE DETECTORS N ELEVATOR LOBBY6 *0 IN ELEVATOR MACHINE I I IO II LOWERING WIT. PROVIDE INTERFACE CONDUIT AND WRING ROOM USED FOR RECALL. LIfTO PRESENT LOUERIWI OF CAR WHEN FEEDER DISC.OMECT LAY. I TRIPL___6 I OM B 18 OPEN GAR _j 10 2. ALTEINkNATE FLOOR ELEVATOR RECALL SMCKE DETECTOR APPLIES ONLY IF CR 6WTHREE STORIES OR MORE,OR TRAVEL GREATER THAN 25'. 'T � (CONTROLAUXI S b ELEVATOR FEEDER 6HUNT/FU6ED DI6coN,NECT. COORDINATEI ,qYJ EXACT LOCATION WITH ELEVATOR CONTRACTOR MAINTAIN b 3. FIRST FLOOR ELEVATOR RECALL 61'IOKE DETECTOR F SMOKE 19 DETECTED ON ALL CODE-REQUIRED LLEARANr.E6(eEE ANSI CTU. PROVIDE 1 a FIRST FLOOR THENR ELEVATOR SHALL RECALL TO ALTERNATE FLOOR. CAMcw4• AUXILIARI CONTAC`T6 FOR BATTERY LOWERING DEVICE.4 2AI- SEE ST-TRIP WfRING DIACaRAMS. 8 4. ALTERNATE LOCATION OF ELEVATOR SHAFT DETECTOR IF CLEARANCE ON OTHER KEYED TEST 6W. LED _ J 2 d,10 FW SECOND Mom _-� SIDE 16 NOT AVAILABLE. _ -__ �- J_-- _-- - 1. SEE ONE LINE DIAGRAM FOR ELEVATOR FEEDER WIRING. -"- - ----� NG- 5. LOCATE ELEVATOR 6HAFr SMOKE DETECTOR ACCESS IN CEILIA MINIMUM CIF S. 2-LAMP FLUORESCENT 6TR1P FIXTURE WITH C 4AN WANGM �i _ � 36' CLEARANCE. IF CLEARANCE 15 NOT AVAILABLE,USE ALTERNATE LOCATION. '( 10 AND WIRE GUARD. MOUNT AT #& AFF, 120V. 1 3 ELEV. CM ATTACH WHITE NAMEPLATE WITH 1/4' RED LETTERS TO READ: 'ELEVATOR 614AFT AUX-1 AUX-2 I LOBBY CM 24' SMOKE DETEC(')R ACCE56' IL FIXED TEMPERATURE TYPE, b DEGREE (F)HEAT DETECTOR __ 4 O M FOR ELEVATOR 6HUNT-,1T�RIP CONTROL. LOCATE DETECTOR i i 1) b. VOICE EVAC SPEAKER IN ELEVATOR CAR. CONDUCTORS FOR VOICE EvAC H O ELEVATo4e PIT wtWITHIN 24'OF FIRE 6PRJ ICER HEAD. VERIFY WITH FIRE I ELEVATOR SPEAKER PROVIDED IN TRAVELING CABLE PROVIDED BY ELEVATOR CONTRACTOR . 6PRI4CLER CONTRACTOR THAT 6PF"4.ER HEAD 16 RATED I :CONTROLLER J �� gP TO RELEASE AT 25 DEGREE&(F), FIRST�� `--J 1. FIXED-TEMPERATURE TYPE Mus DE&EL (F)HEAT DETECTOR FOR ELEVATOR FIRE NO C NC GND I = _ ---- - D16CONNECT SMI4T-TRIP. LOCATE WITHIN 24 OF SPRINKLER HEAD. VERIFY FHM -r��•. III - -- - -- - _ - -- 10. FIXED TEhIPERATURE TYPE !96 DEGIREE (F)ELEVATOR SHAFT I - I - I - ( ELEVATOR l HEAT DETECTOR FOR ELEVATOR SHAFT. WITH FIRE SPRINKLER CONTRACTOR THAT SPRINKLER HEAD IS 215 DEGREE (F) RATED. t I I I NOTES: 'SUMP SUMP V. 15 II. ION MOOM DETECTOR FOR ELEVATOR RELLALL.DETECTORS M PIT,TOP OF SHAFT AND ELEVATOR��}' ELEV. 8. FIRE SPFJWNLER HEAD. I I I TO ;;)BATTERY - I I BY DIV. B ; LOBBIES. n PIT 9 FIRE A,.ARM CONTROL MODULE RELAY (TYPICAL). LOW11-d%DEVICE I. REFER TO ELEVATOR SHOP DRAWINGS FOR ELEVATOR _ . SEE PLL MSM SCNED. I _ FIOR6EPOUER AND REQJIREMENT&OF AN61 CTU. I _ �-_--_ TO ELEVATOR FIRE ALARM VIA,1:2 c�IT l ANDFURSFEC11FIC�f TION . J a EVACTO PIT FOR IF LEVATORPROVIDECAR TELEPHONE(ANO VOICE 10.JUNCTION BOX FOR VOICE EVAC AND TELEPHONE CABLES TO ELEVATOR CAR CONTROLLER CONTROL MODULE 2. AUJXILIARY CONTACTS CHANGE STATE WHEN ELEVATOR ------- ��T EXTEND TO ELEVATOR CONTROLLER AS FMGLIRED,VIA IR CONDUIT. VIA I/1' 4:O:NDUIT DISCONNECT IS OPERATED. l III 1I 13. FIRE &AP"SYSTEM CONTROL MODULE (RELAYS)FOR II, FIXED-TEMPERATURE TYPE, 1116 DEGREE (F)FEAT DETECTOR FOR ELEVATOR 3. COORDINATE ELEVATOR DISCONMECf WITH ELEVATOR CONTRACTOR ACTIVATION OF ELEVATOR RECALL 6EG ENCE SHUNT-TRIP. PROVIDE CONTROL MODULE RELAY, F REQUIRED. MAINTAIN ALL CODE-REQUIRED CLEARANCES. 4. COORDINATE CONtECTION OF MRE ALARM CONTROL MODULES WITH FIRE ALARM CONTRACTOR ELEVATOR DISCONNECT / ,SHUNT 2 ELEVATOR LIGHTING t POUTER 3 ELEVATOR SYSTEM FIRE ALARM Eg SCALE: N'T6• .Ec SCALE= N.T.6. Eg SCALE: KT,&. AREA OF RESCUE ASSISTANCE MIC/6PEAKER f STATION O\\tier: LED INDICATOR ACTIVATED BY MUSHROOM BUTTON Pacific NW II I III V I I I � FELE maE%T'ED ANCHOR DOLTS &APPLIED Properties r I I i i i I I I I LED INDICATOR ACTIVATED WITH LUMINAIRE POLE: ✓ BY TALIGLISTEN BUTTON INSTALL PER MANLF. TO CHEL�PMG ON MASTER STATION. IN6TRUCTION6. AIREAE DELD4EV O GRfl. BUSHING STATIONS MUSWIwOM T'O'PE BUTTON 9965 S.W. Allen Blvd.Suite 115 w„ Beaverton.Oregon 97005 SN FINISH GRADE FOR LIQUID TIGHT FLEX HELF TO EQUIPMENT r i. SOLDERED �� WIW \ WATER TIGHT COMM.ACTIVATION BUTTONS /� THREADED GRC COUPLING\ PrnjeCL DEDKATED OBS& ;i i ;1; W/EN �I�T NAMES - 120V CKT I I I I I I I i i i i TALC LISTEN 41 RE-IBAR a LEAD FLASHING 72nd Avenue RELAY CARD I I i l i I i i i i HOOPS b" OZ. CA15WT i i i I I I i i i i i ❑ ❑ M 'WREN 1 M - COMES (CONTROL PANEL) IHORIZ TYPICAL) 6'-011 7 NOTES: Office O L� ❑ qA 2 M CONDUIT L FLUSH MOUNTED STEEL Baas BOX -- _ _ - --- - ---- --- - -- Building W/STAINLESS STEEL COVER PLATE. RESET f 6TATiOV v 2. PROVIDE PER`IANENT LABELING AND BELDEN V E VERTICAL SPACED GRG CONDUIT LABEL EACH RESCUE ASSISTANCE 09*4 VERTICAL . RE-BARS LOCATION! ON 20' DIA - - a 13535 S.W. 72nd A%enue (YELLOW)'PALE T" CAST CONCRETE DA61E - J-BOX SUPPORTED Tigard,Oregon 3. PROVIDE WI41TE 640 ABOVE AREA INDICATOR PER NEC Rr=Q'MTO STATION WITH RED LETTERS WHICH - LOCATED MAX. 3'-m' READ6 "FOR A661STANCE PUSH (RED)"I4E^'A6T FOR - -� FROM PENETRATION. W"BUTTON • A6616TANCE INDICATOR 4• ALL WRING SHALL>3E M CONDUIT. 5. 61'IPLEX ADA-100 - ARic A OF RESCUE A6616TANCE MAOMM PANEL(ARA) Sheet Title: AREA RESCUE ASSISTANCE RISER DIAGRAM s POLE BASE DETAIL 6 ROOF PENETRATION DETAIL ELECTRICAL E� SCALE: N.T,6. E9 bCALEI N.Tb. Eg SCALE: N.Tb, DETAILS H TIMECLOCK TORK @DW200A TWO CHANNEL, 1-DAY,DKsITAL, TYPE WITH BATTERY DA,GKLIP. N VERIFY ON/OFF TIME6 WITH OWNER PC TC • e PHOTOCELL, TOR, -2001 ( I MOUNT MIN. 12' ABOVE I I PHOTOCELL ROC*FACING NORTH. I Revisions: LAE3EL SWITC44 'PHOTOCELL 1. 21 July 2000 I� GING BYPASS'. Addenda I AOLDERED C 2. 27 Jul%- 2000 WATER TK�F4T ' TI^IREADED GIS 4A --�( 29.(PAR4GING LOT) Addenda 2 CC��PLMO I 3. I August 2000 4A I 29.(BUILDING) Addenda 3 I LEAD PLASHMO 4A I ---� 21.(SUILUMG) C0*6 I TO EXTERIOR LKW4T6 I 'ON' BY PHOTOCELL I TIMECLOCIC - - L'E T AND 'OFF' BY 4-POLE E CT. HELD LIGN TNG i CONTACTOR 6GL ARE 'C &W3 WDREN DESIGN GROUP, P C. 2000. ALL alcy,TS �+ESERVEI_ 1. �ne niaArn a ZA I �MI osw waw r me AIR Dory J-DOX AUPPORTED 1,(STEP LIdHTb) Pei�aii w■ o:ii r�.0 E'ER NEC RlQ?,M 2-POLE ELECT. HELD LOWTMb O . III 72,,, Ave 13535 Date----- 16 Au urt ?WO LCIGATlD MAX 311-01 ,. GONT��CTOR SQJARE 'D w603 I SUP20DG 00268 --- -- - FMOM P�ITRATION 7e"' 86 lr, Checked by ill i 9PL10 SW HALL BLVCI. RAE/JLO F4LD SUI TC ` PHOTOCELL MOUNTING DETAIL 8 ' EXTERIOR LIGHTING CONTROL DIAGRAM ri_IMLAtc, nAEGON 9 Job Number: 9.9095 • �E4SJ KT _ES ~SCALE: NTU6. 6i13AP2 ilw. -- _- file.................ND-•COREB-18-A0, 9 ON. 1.1 CMTACT-}IAI'E, BARREN c o N e u L*r N ra r N r IF P Sheet Off: Plot 3C GrIphI6361 npb�l .F .:•;fd.r, ILCrNr,.,;_ a ptot �........6-23-00 . L 9 Drafted by.....A.0 C Wrixtion Set - August 2000 t ii I oil" l., 10 sign 1 Ili i! I 114 \ IIs I I 111 IE I O 1211 1219 I ( V I I I � I I I .... , Lt�N.ITY•TRS � 2 a 2 4 2 s 2 e 217 � , . .,. Cn I.IIIII IIIIIII( III 11 111111111 Il�ljll I 1111111 VIII II III j II I I 1 Ilr I.11111111 IIIIIII I(III II III III I I I I Ii I 1 III (III III (III (III nil Iii lin II11 III 1 I 1 II. � III III ,- 7 9s y r ?A" r :Rr c;t ' �. id ' ^.,' a :YS, 0.•n: . r.l , t,�,tV i:.,-.,.n, .., :.,,..q'. ,. ,.'Ord' „„_c- / ,'r.. ;,IN fa 4'1� , "r Lln,�l•:.M n' l,t 44 • `.K An {{gy�pp int;' I ry, �Pd'•Jt 'i:f` MILDREN DESIGN GROUP,P.C. ARCHITEC-1'l:RE - SPACE PLANTNING 11630 Sit' Kerr Park,%a\, Suite 325 Lake(,%�ego.Oregon 97035 5031 244-0552 9 1 V ELECTRICAL SYMBOL LIST FIXTURE LIST DRAI'JING INDEX RECESSED PARABOLIC TROFFER,1'x4' STEEL H"Wx,3" DEEP,16 CELL,LOW IRIDESCENT SEMI-SPECULAR SILVER TEO ELECTRICAL COvt_R SWEET RECESSED FLUORESCENT FIXTURE 0 SPECIAL PURPOSE RECEPTACLE 0 SPRINKLER FLOW SWITCH LOUVER 3-F32T6 LAMPS,rMV ELECTRONIC BALLAST. II LITWONIA 2P13N SERIES,METALUX 2P3GX 6ERE6,DAYpRITE TE2 FIRST FLOOR POWER 4 SIGNAL PLAN m RECESSED EMERGENCY FIXTURE 0 ELECTRICAL EQUIP*1ENT CONNECTION 0 SPRINKLER TAMPER SWITCH ! 2P3 SERIES,COLO DIA P414 SERIES,LIGNTOLIER DPA SERIES,OR APPROVED SUBSTITUTE. TE3 SECOND FLOOR PALER A 8KlNAL PL AN v SURFACE FLUORESCENT FIXTURE O ® POWER:/DATA POLE n I ( AE SA-(E A8 TYPE 'A' EXCEPT PROVIDE 1100 LUMEN BATTERY ❑ MOTION SENSOR TE5 FIRST FLOOR LK�WTING PLAN BALLAST. (� SURFACE EMERGENCY FIXTURE ® MAGNETIC STARTER © MOTION SENSOR POWER PACK I I B RECESSED PARABOLIC TROFFER 2'X1' 6TEEL HOUS1i G,3" TE6 SECOND FLOOR LIGWTING PLAN r • o TRACK L.KaHTING [}� SAFETY SWITCH - I DEEP,12 CELL,LOW 10DE15CENT SEMI-SPECULAR SILVER EIJYER 1-T6 U-TUBE LAMPS,111V ELECTRONIC BALLAST. TEO PANEL SG-EDUCES 1�1 FLUORESCENT STRIP FIXTURE C]c SECURITY MOTION SENA' LM40NIA 2PM3N SERIES,METALUX 2P3GX SEMS,DAYBRITE FUSED SAFETY SWITCH 2P3 SER,ES,COLUMBIA P422 SERIES,OR APPROVED I3 RECESSED DOWN LIGHT - ®W SECURITY CAMERA - SUB6TIT 1r_ ELECTRICAL MOTOR CONNECTION M RECESSED EMERGENCY DOWNLIGHT I& SINGLE-POINT ELECTRICAL CONN. ® IN RAIMU DOOR ACCESS - B£ SAE AS TYPE 'B' EXCEPT PROVIDE 11@0 LUMEN EMERGENCY BAGKyJP BATTERY BALLAST. Ol WALL MOUNTED FIXTURE PUSH BUTTON CONTROL ® SEGURIT' KEYPAD RE ONE PIECE WRAPAR I D INJECTION MOLDED POLSURFACE MOUNTED FLUCiRE8CENT YCARBONATE LENS O PENDANT MOUNTED FIXTURE CONTROL TRANSFORMER ® MAGNETIC, DOOR SWITCH UATFI TS CLEAR PRISMATIC 211V E RETRACTOR Ot'.ner. 1-F?12T8 LAMPS. 2T1V ELECTRONIC BALLAST.PROVIDE L1+ POLE ARM MOUNT FIXTURE Q DATA OUTLET W/ 3/4"C. TO WO LUMEN°''�43ENCY 5AC14IP BAS BALLAST. Pacific NW ACCESSIBLE CEILING. PHOTOCELL IMIALL 6300 SME6,MORLITE SM33 SERIES,OR APPROVED 0 LIGHTED BOLLARD SUE.VITUTE. WIRING SYS FE POINT 0 COMBO• TELE/DATA OUTLET W/ 3/4"C. = FLUSH ELECTRICAL PANEL D OPEN RECE66ED DO1►NLrjWT,6"APERTURE,SELF-FLA AD Properties 0 MODULAR R NG TEM ED TO ACCESSIBLE CEILING - CLEAR TRK SEMI DFRM LOW IRMSCENT CLEAR ALZAK SURFACE ELECTRICAL PANEL REFLECTOR 2-26W DTT FLUORESCENT LAMPS HORIZONTALLY 0 EXIT SIGN V TELEPHONE OUTLET W/ 3/4"C. TO MOUNTED,211Y ELECTRONIC BALLAST. ACCESSIBLE CEILING. a FLUSH CONTROL PANEL LM40NIA AF 2/260TT 6AR SERIES,KlkLN RR 60602, EMERGENCY 15ATTERY FIXTURE PORTFOLIO C62261H,INFINITY PAW)226Q PRESC.OLITE � DATA OUTLET ABOVE COUNTER CTR626 SERIES,LIGWTOLIER S0b6C•.W SERFS,OR r = SINGLE-POLE SWITCH Q DATA OUTLET ONI CLG. I= SUFf4CECONTROLPANEL 'APPROVED SUBSTITUTE 9965 S.W. Allen Blvd.Suite 115 t`,T, DE SAME AS TYPE D'EXCEPT40VVE WO LUMEN EMEA IENCY Beaverton Oregon 97005 • $2 TWO-POLE OWI1-CH 0 SPEAKER VOLUME CONTROL JUNCTION BOX DAGNaJP BATTERY BALLAST. $3 THREE-WAY SWITCH ❑O Ua. VAULT 01 &NE AS TYPE 'D' ExCEPT UL DAMP LOCATION LISIED. cQ INTERCOM GALL SWITCH ;a FOUR-WAY SWITCH ® EMERGENCY CKT. J-BOX D2 1"DIA RECE66M DOWNLIGHT WITW FRES'EL LENS,WET LABEL, ® VIDEO OUTLET 1-26 WATT GLAD TUN LAMP,WHITE PAINTED FEGM66M DOOM Sk SINGLE POL'r.-KEY SWITCH G. CONDUIT 2T1 VOLT. LITHONIA L.GFI-260M RW FFL 211,OR K!RLN. ® RECESSED FLOOR BOX PORTFOLIO, I'FINITY,PRE6COLITE OR APPROVED SUBSTITUTE Uy MOMENTARY SWITCH IG. ISOLATED GROUND Pi'o,IeCt: ® CLOCK(SPEAKER WALL UNIT E WALL MOUNT FLUORESCENT SCONCE HOUSING W WId E ACRYLIC LENS. 16�L UONGG,,DALUMMIM WALF LGY- NM 72nd Avenue MOMENTARY SWITCH TO RELAY -X WG WIRE GUARD SENAPE. 1-3W SIAX LAMP. 211V OPERATION. MOUNT WORIZONTALLY. MOMENTARY KEY SWITCH TO RELAY �X O CLOCK-WALL MOUNTED COORDINATE MOUNTING 1ErjWT UTH INTERIOR ELEVATIONS. W.P. WEATHER PROOF FINISH AS DIRECTED BY ARCHITECT• Off ice $0 Dli`1MER SWITCH © SPEAKER-CEILING MOUNTED VISA 086040 SERIES,OR APPROVED SUBSTITUTE. GF.I. GROUND FAULT INTERRUPTER F SURFACE MOUNTED FLUORESCENT STRIPLK�WT,4' STEEL $p SINGLE-POLE SW. WMILOT LIGHT (� SPEAKER-WALL MOUNTED CHANNEL UITH WIGI4 GLOSS BAKED ENAMEL FIN16W,1-F32T8 Building TYP. TYPICAL OF ALL S LAMPS,2TIV ELECTRONIC BALLAST. $w SPECIAL SWITCH SEE PLAN NOTE LTTWONIA 0232 SERIES,!'ETALUx 86 SERIES,DAYBRITE T237 NSF] FIRE ALARM HORN/STROBE SERIES,WUBBELL C232 SERIES,COLUMBIA CS4 SERINES, DUPLEX RECEPTACLE CONDUIT WITH LKiaTOLIER Ni SERIES,OR APPROVED SUBSTITUTE. 13535 S.W. 72nd Avenue (] FIRE ALARM PULL STATION GROUND CONDUCTOR Tigard,Oregon DUPLEX REGEPT. ABOVE COUNTER NEUTRAL CONDUCTOR G PENDANT MOUNT 36"DIAMETER FLUORESCEt,UT BOWL LU!I AIRF. FIRE ALARM STROBE �- Q BIAX 211V OPERATION. ACRYLIC DAME. FINI6W PHASE CONDUCTOR BY AR(;i#TECT. FOURPLEX RECEPTACLE ADVENT APIIt1 SERES,SPI,OR APPROVED SUBSTITUTE. m HEAT DETECTOR O PLAN NOTE MARK. FOURPL-EX RECEPTACLE. ABOVE COUNTER Gi SAME AS TYPE Ya'EXCEPT CEILING MOMM Q IONIZATION DETECTOR DUPLEX RECEPT. IN CCG X MAW, ECUIF"EN- NOTE H SURFACE MOUNTED W FL.UORE6CENT WRAPAROUND. DIE FORMED U*) PHOTO-ELECTRIC DETECTOR STEEL HOUSING WITH PUL DEPTH END PLATES. W% VIRGIN FOU!@'(-Ex REGEPT. M CCG. ��--�� ACRYLIC OFRISER 2-F32T6 LAMPS. 111V ELECTRONIC BALLAST. --hest Title: MAGNETIC DOOR HOLDER l�JSHOP NOTE SEAT LITr10NIA 58231 SERIES,DAY-BRITS,OR APPROVED 61SSTITUTE. O FLOOR OUTLET AS SPEC.ON DRIWIING ® FLUSH AUTOMATIC DOOR ACTUATOR � � KITCHEN EGiUIP.NOTE X lE''IVER9'e'L MOUNTED LED EXIT 8101 DE CAST ALUMINUM ELECTRICAL MARK WOUSWx BRUSHED ALUMINUM FACEPLATE,GREEN LED COVER SHEET LETTERS,90-MINUTE NICKEL CADMIUIM BATTERY BACK-UUP. 0 DUCT SMOKE DETECTOR LM40NIA LES SERFS,SURE-LUTES,MCP44ILM4,MJlIBEL.L, ® FEEDER MARK CHLORIDE,OR APPROVED SUBST;TUTE ® FIRE/ OKE DAMPER XI SAME AS TYPE 'X'EXCEPT TWO SIDES. 0 FI!49 POOR RELEASE J OPEN RECE66M WALL WASH. 2-26WDTT LAMPS. 211V 6" � EEAMM DETECTOR TIR!IWbMITTER APERTURE,SELF-FLANGED CLEAR TRIM,SEMI-DFFUSE IRIDESCENT CLEAR ALZAK REFLECTOR al BEAM DETECTOR RECEIVER LITWNIA AFW SERIES,KIRLM,PORTFOLIO,OR APPRIOVED SU98TITUTE Re%isrons: I. 21 Jule 2000 Addenda 1 2. 27 July 2000 Addenda 2 3. 1 August 2000 Addenda 3 , .t r, MKOREN DESK:N :/tOIM. PC 2000 Air n;l. r'*• MOWS PIES Vto IES MASVM AMIE TIE PROPERTY a r,;,;', .• MItD11EM O[!On alouv, v c, AND ARE .' Not TD(K UWD OR RQROpUC[0 N ANY Anna. OIOEPr rTN t1t vaaR rat'1[H PEt,%Id 10n OF MUM 01" GROUP, RG M - 9UP2000-00288 Date. 16 A u ust 2000 72nd Ave 13535 79 86 DratNn b\: l.hecl�eri h%' ,. „ . RITE/ILO JUIT1: �� _ H Mi). JR1EC 4'2"e. r c, Job Number. 9909.E F'"�•x "� Sheet of: (rXACtift 9AREEN O N ll!'� N A N A I N �y� l r; Pw $001!......1:1 Idlalt Dot........1111_n r o TEO by.....40 Construction Set - Auguet 2000 ..._.....,».,.,.,mow..-.,,..- .�, Cm IIIIIIIII II1111111 Iillllllt tllllllll IIII�IIII•II11�1111 Ilil�llll (III it 1111 II IIII 1111 IIII 1 1•R t II11 II III III Itl IIII II "rl t I1110 M , L►�0`Lf1Y>n� I I I I h I I I III IIII VIII 111111111 11111111 IIIIIIIII IIIIIIIII I I I I I I I I 1 i I >� 1•. 1 l l 1 1b 1 1 I: I 114 d� I rra Il0 zo 211 212 2�3 >:�. 2�5 r:rs z zo 1110 ,. ✓ - F y , y, , , y � r ! jX v � •gT�lyf aFyrr�;S W�r3 1' r l lr r`r� � ✓ rt . (. •. � 4 'o '- . , .r; ,M' q{t mr ii.°iry� �i47V�ir Ir ti. s A �r y i 1 f; k•�� wi Vm {y`( { ti MILDREN DESIGN GROUP,P.C. ARC IMEC'URE • SPALM PLANWING 11530 SW ;p.r Parkway, Suite 325 Lake Os%%ego,Oregon 97035 (503)244-0552 2 3 4 5 6) 7 8 9 10 Q• yENM, 10�� • I I I I � � I I I i 6 41 - 6 - - - _ I - W\ 14 I - - 12 2 20 Q� ® 2AI.20;2;4 / I l 2 Q I I \ 14 /� 1 18 I 21 21 C 2 . �' , 1"C. 1,C• A ` I / �_ Or 22 23 21 Ib n 33 W / µ I)., 2 r _ _ I A R I I I I T2�4 L_J \ L J b ner 3 2A2-M;113 ® M �—/ ' Pacific NW F 2 " o Propert ies ® I ® I I 2kT-7,4,b- I L_J A I © P ---------------------- 2AI-µ,W,18 A r r A 4 i A r I 2A2.36" KE7� I S I A �r A 49 8 A2-8J0 ® 40 36 36 t_-.j S2 I 21 23 48 ® I _ 8 40 r----- I I 9965 S.\ Allen BIS d. Suite 115 Ica --- ------------� r--- t _______ Beaverton, egos 97005 0 _® i i 2 t2,14,W — R00 i ------- 2 2A2-1822 -- 1 14 26 -----� W ii I I I : F7] I f 38 �n� — — — — — �I •- — r - DI 2AI-3638;4 2AI-26; I 2� P C Project: Q _ _ m 2nd Avenue n -- 34 PANEL 2h1A PANEL 4MA u 26 6 Of f i c e I I I !! a • J m 2A2-40,42� 3 32 I T r Building ® PANEL 2AI .� 2AI-303234 32 ,� -hA - - - -- - - -_ -— r -- - - - 4 � 41/9A - - - - - - — - A - r - yT - - - 13 2 -13 PANEL 2,42 Ll - - �, r�, A I I 31 13�3:�S.W. 72nd Avenue _ A L_J e 4 Tigard,Oregon b ® ® A L ys - f I I I 53 L_J ® I 5e I I r e I • - , T1 0 L IEBL'i1..tAL�Q 1 �J hAyI I I I MAIN D16TJI9UTION P-1�L I 10,O I 2AI I 30 � m 2 I-6,n,19 1) , A A ® 2AJ-25�1�9 2AI-9IIJ3 2AI-213 , ® 42 41 A - 1 39 / - - Sheet Title- 4 AA 2!5 2 � 23 � 1 I b I I I I -- Ir,e I i g 3 - - EF-3 � I 1 ® FIRST 2A2-1,91 = 11 AI-8,10,61 ,` I ti FLOOR n i '\J L) L a 410. 2,42-13,8 8 9 I 10 II rj � l 8/ 8 O \ I 8 1 POWER & SIGNAL F - - - - - _ - _ - - - - - ---- -- - - - I PLAN D I 2A2-2830 — - - f u. �° GENERAL NOTES: KE'�ED NOTE5:O 0 �� L UNLESS OTFERBIISE NOTED STUD LIP lU I"C.FROM EACH. I. NOT USED. Cf'JP7.11NICATIONS OUTLET LOCATION(TELE.DATA)INTO 2 NOT USED �_- AGCEd ME CEILING SPACE. 3. NOT U.°'cD. 2. COORDINATE EXACT LOCATICHS OF FIRE ALARM DETECTION DEVICES WITH REFLECTED CEILMG PLANS AND MECHANICAL 4. NOT USED. - f., Revision,, b• PRO�m OPE 4'11bt8'HX3/4" THICK PLYWOOD i3ACAKWARD. Addenda I NOT I. 21 July 2000 q}yyyPANT WT14 WHITE FIRE RETARDANT PAINT. Z. 27 Juh' 20411 �y� �1��` a T1 yr �fffs 1. STIP UP I"C.TO ACCESSIBLE CEILING addenda 2 .�' a. PROVIDE 004,20A DEDICATED CIRQJIT FOR VENDING MACHINE. 3 I August 2000 FIRST FLOOR POWER SIGNAL PLAN Addenda 3 S. PROVIDE 1204,20A DEDICATEE' i RdJIT FOR I�RIGER.4TOR SCALES I/d"•i'•O" TE� 10.PROVIDE 12OV,20A DEDICATED CIRCUIT FOR MICROWAVE. l I1pF� h' vs}'ya't ?j•, "�".. f " '4 av k � � �?' ,•�+' , ' II. PROVIDE t20V,20A DEDICATED CIRCUIT FOR IN6TA-NOT UNDER SW COORDINATE WITH DIVISION 15 AND CONNECT C01PLETE. 5 U. PROVIDE I20V,20A DEDICATED CIRCUIT FOR GARBAGE DISPOSAL. _ — 13. PROVIDE 1204,20A DEDICATED CIRCUIT FOR DISHWASHER Mnna<ri ncs+cN a+cxJP P r. za o •u t"' rS aE#Rv£D 14. PR-ROVID GAbT FLU6H 1 0 �0)C__A PItlOR -CI SEI Il - vE IFY xACT LOCATI FL001QlOx TO ROIY�H-A�l TMcst °"a"u'°' P"°PERm a NILrwdm Dt" (ROUP, P.C., AND ARE NOT TO K U7[D OR FAEPRRODIK'fED N ANY 1 T Pf111Nl 1 or MOM Of[1RON OROUP, P.C. YANNIR,000LPT" TIK POW 11"TTEN a► OUP2000 00266 - Tena Ave 13676 Date: 16 Au us�t '200( • 60 of 6R Dta%A n hM: Checked h P i:�JG SW HALL 8l• /I� RAE/JLC. Sill rr r[>HTLANn, OREGON cr,2Job Numher. - 99095 M�MFAV �� Sheet Ilt CONTACT-MIC IMFEH C ONSIJ L T,NO N[71N E F'9 i; f'iN.................Mb-1005.1-TE2 ih rn�q 5co1......1:t _ TE2 pw Dot... ....5-23-00 Oroft.f>i btr.....JLO CAN* �t �� • Cnt IIII IIII1111 II i VIII I itlll Ilii I I II 11 III illi I I I I III�II VIII iii l it i�r�liil lil lil iii IIII II I i i �i��iliii� LlO*it.i>�l t?IMP j I ( i I I I I I I i I I I I I 2 120 i IIO iia 1'4 f0■ r1aN Ifll 1 11 1• pll as 0I9 7114 all 2a 27 2 20 30 - • ,- .,w,,•., , ,, ,,.., , "� *L�L r,A,� t !'�. µit'+�'Y�y} * �,• (.. � • s t , c f f k Nc ut QQ . -' '• .. 1 :,,... „ C ..•�.' • '' ,..,.-,. , @ .J. 'ti..r)C �11h� "ee:j� � bi+'1�` l.,' ` , - .. . r h- i; V fi •� ;th 3J hr i I. MECHANICAL EQUIPMENT SCHEDULE NARK EQUIPMENT DESCRIPTION H.P. LARD KV VOLT PHASE ' C. WIRE CIRCUIT PANEL BREAKER NOTES MILDREN DESIGN Gitoup,P.C. EF-3 NI" TOP FJIFNAUST - x170fN 116 120 1 1 2 12 30 2GA•-,P - - AILCIi1TPCTURB SPACE PI./►NNQdG VAV-1 12ND FL PMMIEL ELEC- FEAT , 3 5 277 1 Ia.. 2#10 _ 2 4e 3a-1P 11830 SA' Ken- Park��a�, Suite 325 1M11-^ 2ND FL PARALLEL ELEC. HEAT , 5 277 1 1/2" 2410 4 49 30A-1P bake Oso+ego,Oregon 97035 VAV-3 2ND FL PARALLEL EIEC. HEAT 1/3 5 277 1 1/2" 2010 6 4e X%-IP (503) 244-0552 VAV-4 2ND FL i NIALLEL ELEC. HEAT 1/3 5 277 1 1 • 2010 a 4e 30A-1P V4V-5 2ND FL PARMIEL ELEC. HEAT 1/3 7.6 277 1 3/4" 2 10 4e 40A-IP MAV-6 2ND FL PARALL91 ELEC. HEAT 1 3 271 1 1 2012 12 4e 20A-1P WW-7 2N0 FL PARALLEL ELEC. FEAT 1 S 7.77 I 1 2410 14 40 304-1P MAV-a 2ND FL PARALLEL IUC. TEAT 1 3 -7.77 1 1 2412 16 49 2OA-1P VAV-9 2ND FL PARALLEL EIEC. HEAT 113 5 277 1 1&1 2010 18 4e 30A-1P W-10 2ND FL PARALLEL ELEC. FEAT 1/3 5 277 1 Ia.. 2410 20 48 -1► VAV-11 2ND FL PARMLEL EIEC. FEAT 114 5 277 _1 1&1 2#10 22 49 3C A-1 P VAN-12 2ND FL P-MAIAEL 01C. FEAT 1 3 277 1 IA.. 2#12 24 49 204-11) V W-1] 2ND FL PARMLEL EIEC. FEAT 1 5 277 1 1/2" 2010 26 46 301-1 P VAV-14 2W !L PARALLEL EIEC. FEAT 1 3 3 277 _ 1 1 2 i2 28 40 2OA-1P VAV-17 2ND FL MAV INTERIOR COOLING 0.12 120 1 Ia.. 2012 1 2MA 2OA-1P MAV-16 2ND FL NAW NTERIOR COOLING 0.12 120 1 I'n'. 2#12 1 210A 2OA-1P VAV-19 2ND FL VAV INTERIOR COOLING 0.12 120 1 1/2" 202 1 20 2OA-IF VAV-20 2ND FL MAV INFERIOR COOLING 0.12 120 1 1a.. 2 I2 1 20A-1P VAV-21 2ND FL VAV INTU40A COOLING 0.12 120 1 1 2/12 3 2MA 201-,P VAV-22 2ND FL MAY INTERIOR COOLING 0.12 120 1 1 _2P12 3 2MA 2OA-1 P VAV-23 2ND FL VAV_tffU OR COOLING 0.12 120 1 1.*.. 2112 3 2MA 2OA-1P VAV-24 2NO FL VAN INTERIOR COOLING 0.12 120 1 IA.. 2012 3 2MA 20A-1P VAV-25 2ND FL WN INFERIOR COOLING 0.12 120 , 1/2" 2#12 5 2MA 20►-1P �� PRpFE� VAN-26 2NO FL VAV INFERIOR COOLING 0.12 120 1 1/2" 2#12 5 2MA 204-1 P VAV-27 2ND FL MAV INruww COOLING 0.12 120 1 1 2#12 s 2MA 20A-1P VAV-30 IST FL PARMLIl ELEC. HEAT 1 3 277 1 1/2" 2012 L 4A 2OA-1P WAV-31 ,ST FL PAWLIEL ELEC. FEAT 1/3 5 277 1 _, " 2 10 4 4A 30►-11) KEYED NOTES:O ��i0�<rR2Qo99J,r� WA(-32 -IST-FL wa4.LEL ELEC. NEAT 1j3 S 277 , , " 2010 6 M 304-11) - ciENERAL NOTE: VAV-33 ,ST FL PAR41F1 ELEc. T 1 s 2n 1 , " 2010 e M 304-,P L UNLESS OTHERWISE NOTED STUN UP(1)1"C.FROM EACH I. pRDV1DE CAST LUSH FLOOR 130X,WALKER RF54•CI SERIES Ph M' SOC VAV- `4 iSf FL PAWaa EIEC. FEAT 1/3 S 277 1 IA., 2 10 10 4A 3OA-1P COPT• NICATIONS OUTLET LOCATION(TELE.DATA)INTO VAV--3:, ,ST FL PAFaLLEt . FEAT , 3 277 1/2" 2 12 1 4A 20A-1P ACCESSIBLE CEILNG SPACE VERIFY EXACT LOCATION OF FLOOR 50x PRIOR TO ROUC*4-IN. VAV-36 ,ST FL PARALLEL ELEC. FEAT 1/3 s 277 1 1/2" 2010 14 4A 301-IP --------- ------ --- WM-37 IST FL PAg4LU ELEC. NEAT , s 277 1 IA.. 2 ,0 ,a 4A 3OA-,P 2• WCAIDINATE EXACT LOCATIONS G%FIRE AL,rXI DETECTION 2. STUD UP 1--C TO ACCESSIBLE CEILIWs. DEVICES WITH REELECTED CEILING 1`LANS AND MCHANICAL NMN-36 1ST FL MAV WVWR COOLING 0.12 120 1 1 " 2012 s 2MA 2OA-IP VOL". MAY-39 ,ST FL PANMLLkl ELEC. HER 1/3 S 277 1 , " 2#10 to M 30A-IP 3. PROVIDE II20v,204 DEDICATED CIRCUIT FOR DOPIER VAV-,'o IST 1L. PM141EL ELEC. FEJT 113 5 277 1 1/2" 2 10 20 4A 30A-1P VAV-41 IST Ft. PARALLEL ELEC. FEAT 1 5 277 1 1'n.. 2010 22 4A 3OA-1P VAI-42 IST FL P%%UEL ELEC. NEAT 113 3 277 1 1 2 12 24 4A 20A-1P Mot I-43 1 ST FL PARMA& ELEC. FEAT 1/3 S 277 1 I'n'. 2410 26 M 3OA-I P VAV-47 IST FL MAV INFEINOR COOLING 0.12 120 1 1.n.. 2412 7 21LA 2oA-IP VAI-48 IST FL MAV INTERIOR COOLING 0.12 120 1 1 2012 7 2MA 2OA--1 P VAV-N9 IST FL VAV MTOINOR COOLING 0.12 120 1 1 2012 7 2MA 2OA-1P VAV-50 IST FL MAV /NTOb01t COOLING 0.12 120 1 1 2#12 7 2MA 2OA-1P - VAV-51 1ST FL VAV INTO" COOLING 0.12 120 1 1/2" 2012 9 2MA 20A-1P VFW-52 IST FL VAV INTERIOR COOIMIG 0.12 120 1 IM. s 12 9 2114 204-1P _ VAV-53 IST FL MAV INTERIOR COOLING 0.12 1 1 1 2012 9 21M 1 P VAV-54 137 L 'vAV INTERIOR COOLING 0.12 120_ , 1 2012 9 2NA 204-110 MMI-55 1ST FL MMI IINIO6011 COOLING 0.12 1210 1 1 - 2012 11 2MA 204-1P NMN-56 IST IL MMI COOLING 0.12 1 1 IM. 2012 11 2MA 20A-1P NMN-57 IST FL MAV IAE1M COOLING 0.12 120 1 1 12 11 2W 20A-1P I11 MM 2Q*-IP O%%ner. 1 2 3 4 5 6 8 9 �- Pacific NW Properties I I I I I I \ I I I I I 9965 S.V�•. :'�Ilen Blvd. Suite 115 Beaverton. Oregon 97005 23 _7F 21 Or \ \ 1 \ I 110 X11 l O I �+ �� I I C. 1 ->' r /► (A� m I'C n � -t A ® j 2DI-7,9,11 1 I I I c Z0 I i 2nd :�venue \=/L_J L_Je 21 1I„C OI I BIA � =-- - __ Office 23 I 21 /, \ , M / _ Building 4 re 9JI L-J L J 12 25-T, / 21 F i I F � ` v Z(a/ I 13535 S.\t. %?nd :\\enue 3 23 O A -_ _ Tigard.Oregon 29 Li-- ON ROOF 21 22 ZZ 1 - n ly I I A n m ® ® . 2e1-2! 3 - -- - - ---- ---- -� 2D1-6n19 F - - 23 ----- -- - - II �. Sheet Title- . y _ I I T I r - -- I I I I 251-2•a 2 4 20 1 CD � 251.2 ;&M _ --- SECOND } -- - - - - - - - - - O - ParEL 292 - - - - - - Lel-l3 �_- - --- - - - - - - �-- FLOOR 21 I"C. � -�. I PANEL 2dl - - - -- - -- I ----- `„-' A� I I 2 2e1t-t"JZI I I ,-h ' I 1 -_ , 1® , 24 - 1 POWER & EA 21 30 28 ' 1 SIGNAL 14 1 A 2 PLAN I A I L�J I ® I i I I I � O 2T L m L_J ^^ 29 _ 20-2,40 - E - - - - - - -- - - - - - - - - - - --� - - Lam-- - -- - -- - - �-- - - - --®- - -- - � - - - - - 211a2-23;9,21 1 1 14 1 1t3 -� 1 I I ---------- r ! ! L_J I I I L J 23 I Z I ��•1 en L_ 1 L_J // / I ® 2DI-µJS► 1 I I 11 Revisions: I 1. 21 July 2000 f�'1 rye I l f1 A 1 r8 b Addenda i I L_ J® I L_Je -t./ _ -- - 3\ \\ �L__ I I I' j 1 E_J 2. 27 Jul 2000 _= Addenda 2 1 1 I I s r 3 I y --,\ \ I I I 4 3. I August 2000 I ( `� A µ 11► \ I I I j 1 m L_ II L_J \ 1 ► I I Addenda 3 I � m I � O I I I I tet-d,�r \ ►1 251-��xu I I I n ` 5 n I I /�Q�� I I 2 \ Id e a I 4 2 a -_ -- - ---- - - `` F 10 2 M-2111 2 3 I - - - - - - - - - - - I6 14- - 251-32,x4 - 2 2IN-36" �02 - wLDRTt+ uEs1cN oRcxlo vc, t000. ALL Lp'Q, t 4�.*.. ,,,'fir' ''• PIGMTS RESERVED G _ _ T _ - - �- - - - --�'-- - - - - __-_._._ - - ��-� .�_ - --- � � -_ - --- - - �'�-- -- - - - -"4"- ---- _ ..- _-+ _ - w1106 ARE ME 'h10PEA>� Q�01 OROU►, �' SND IAAI64EK NJNCfPT MTM TFIE PI60R NMTTEII „"[I • IpI TO K VOW 011 WRODAICED N ANY Pr*mm" Or HI.DIN 01" CROUP, PPC. 72,0 Are +1t,5 Date: 16 August 2000 Auaz0o9 026M i e,nl RF; Iha,ti7l bN: Checked bk I SECOND FLOOR POWER 4 SIGNAL PLAN Job Number: 3;Fr-1 FlINL...........•..,.IiAU-/fieS.1-TE3 3 Yt.M•t.G1 1)1".1'-B" 1'A11ACT_HAN 'WU 1 w e Sheet ,,f Plot Scete+......1-1 Plot Dote.......8-ib/00 Drolted I»a•••.RX/JL 1 TE3 C�onetruct;On Set August 2000 :: I I IIIIIII I IIILIII;iI 1111111111 I�illl II ILII I 1 Illlulunln�Ilnnlunllullm pnl Inlluiil1111 11IuI a lu Inul I uul uynu1 �� Ley YR► ab f ahl r� 1 I I 10 131 14 Ia 1 it 1 21 22 23 4 d 27 26 20 30 NOr •1 NIF - _ � I r.. • • \fir• - � ... • -]Y1.� .}K wL+ ..M? "r 1 r„ : �6 1 7. M ILDREN DESIGN GROUP,P.C. ARCWjj?C`MRE - SPACE PLANNING 11830 SN' herr Parkv.a�,Suite 325 Lake Os%�ego, Oregon 97035 (503)244-0552 2 3 4 5 6 7 8 i e A — _ -- I — — -- --+- - — + — -- -- — - -- - --- + - - -- N N I B — — — -- 'kA � - — - --t-- — - - - T_",T'T TTS—__--T� A A A D A a, - I I A A 0 A A A A bb A ~ q ee I z q z .� y y NIN I' N N NI EA:] -- - I A bb A as A A z A z AE A y — 0..ner ! 244 A A A A A A L A bb A a N y Pacific NW I I d ' - A e ' A as AE A z A y A y A y i Propert les 1 AE N AE A I Q• t AE AE N A l ®b A8 A / IAE _— AE AE z z �J ❑c _ A - s� x - - - " - - - — B f • - AE b ❑N �� Bea%erton,Oregonl9700511r i !5 a A f AE A 44+-Ht- w O A - _ I A A x A A - - - � -7 —I r — _ — I 4A-1 OPEN- AE A A p- It'-1 W I II 2nd Avenue (�,f f ice p p p n -9 e J J A AE A u A W A W A W V c I I� I A A A A AE AE A A A I A A A II� Buiiding 4A-5 ---- -- - - A W 1: W W N A W A W _ _ IMP D i3535S.W 72nd A\enue A p a AE A p AE na n A n AE A J Q AE D D r Tigard,Oregon h 4A-3 4A'21 A A • I —�—� I 4A-1 QN r C.• A7vA A A wPW A A n A n A A A A I N h h r A I r A A • A • i Ok A AE A - Sheet Title-, _. A t A t A vA v A of a,, FIRST A � A A FLOOR A t A t A v v A v rA1 v LIGHTINgn IMPG N - A A A A h A A A A A __. -- ----... - -`. _.. - --- - PLAN F — - -- — — - - --� — — -- — - - -- — N -T6 ,. „ I GENERAL BEt G1�ED. Rc\Isn:ms: I. 21 Jul. 2000 Addenda 1 2. 27 July 2000 Addenda 2 3. 1 .-\ugust 2000 s :\ddenda 3 ti I FIRST FLOOR LIC��ITING PLAN M4.DREN DE9GN GP VF. F_ ;OM 4.. R+GNiS R[SERvED OCAiE= fro".1'-a' � T1[� DRAMgS ARE 11(pROPE11Tr OF �DREN OEM MOP. P. AND ARE A.oT 10•E UM OR Rti�aoursu w ANY •, • MANNER, OCCUPY 974 M PRIOR VATTEN Pf1i11S701 OF 1•LORE)1 DEldl OROl1, P.0 -2r,d A.„ 7 ass Datt: 16 Au2uust 2000 db PIIP2'') ":';p l2,A "� Drawn b%- Checked b%: RAENLO � Job Yumbcr. 99095 IW AC 1,..44 NAR[f Et� N_ N Sheet ..f P,�t 5�,t,,,..,t.t r E 5 �1nt oat........a-7�-a• DraftEM by.....JLO Ckmetruction Set - August 2000 •,clew.: r�ua�;., l.wer.+,�•r'•q.'', IIII�IIII 1111 11 I till IIII IIII Iltl 111(1111;111 IIII 1111 IIII it 1111 III 1 I U w b.i GrS •4 CM I ( I I I I I I H 111111 I III I~ISI I�111 II 11 II nil n111 lhtl I 111 I ullllul 11 ulll Illu I InIInIIIInI;IUII nIIIInIunIInII1nIIInIIInllulllu 111n�Ilulu I II ul�Ill Ilnlll �r' ilE,6 l��q d1 ,A •:i 1 '!.i" ..I'•. ' ., I I � I \ FA yw h i t 1 11 : Y.A 4rti I 1 I u `t Yg} jtj� .. �'"ir �'1;a'.t`,`'r 10 .1•M I >! � . • 1 10 1 I 1: t 14 1. I I• 10 21 22 Q3 24 2d 20 27 28 20 30 iL - FTI '{gyp s• •d•Y. r '7 ``i kli. I „Ail`iwf•r t�.\r \-ltr1 r r F} �Mn",}- 7 !�,. 11 r ...`FSP� r.:F•Y i11 G :.y.. t -',A •, '.r:',.i -�.�„kt.:RS 4 r..`s 4 ..l '�L(. . - - x 1 •r r. _ Y .. r 2 .. i y 7:' AO W '9 J MILDREN DESIGN GRouP,P.C. ARLTUTBI MRB - SPAU. PUNNING 11830 SW herr Park�\a�, Suite 325 Lake Os\�ego,Oregon 97035 5031 244-0552 1 2 3 4 5 6 7 9 1G - I CA Mr I 1 ! -_.__.__4__ I ... j d A b A i�—� — A AA f • p s O d Ad AE ❑a A b I I cl A cl al 1 • d I QGl i dlTdI Asl 1-000 A d A b A b A cl AECE ,dGCill AE AE AA A A Pacific NW fl Properties I I - A A AE �c " _ I AE `E A — — g0 '� e X .;ler C -- •r g A 9 A e I L1 XI I --- I Bear ert,,r.. i 4l3-9 - ---- I i E------ AE g • A g � I I A G I • I � I YiH-AE L 'i bI CD _. AE al h ,,p.A� t , � v A � x A el et 1 2n(� Avenue � e AE � AE � � I , v i aE A A p A A A vim- A v A el Of f Ice i °� 0 s \ h 'l u I t t / x / Building p p s h 48-5 48-3 " u Q t — <— — q v A x e 17 OE — — t— — — — - — — — — — P ''►E , t 4d-� A v v z e, 13535 c IA 72nd -\-,enue u _ t Tigard.Oregon " A A Al I y A z I� — A A k AE r I " �— AE t • E y AE AE 8z A k M I A w OO w p AE A w y 0 z - _# Sheet Trtle � ❑A � ©k A A I' A � " k l y y y A SECOND FLOOR A k w LIGHTING PLAN o \ GENERAL NOTES: I I. V Y LrjWTMG SHALL DE L# WTGEED. i Re%isms: 1 21 July 2G00 Addenda I 2 27 Jule 2000 \ddenda 2 3 1 Augu.. 2000 Addenda 3 1 r 4 ttt 1 SECOND FLOOR LIGHTING PLAN �'�'�a[�sn+��tc,�ar° ° i } .' a �� C LCI00. W AND AN yp7 TO K lilt OR II[PR�IICm N ANY � nKg OAAAlrOS NK 1NE PROPQIY OF ;r;Yi}. PFMM 0 4 w WORM OCIM JIN]I1P, P G f u Cc Y t'>tr d t t Y/N/N7t, r1IQD f■TI 11[PADA w•T1IM IIEDIIDI (�A(.11 MOUP, P L., fk GSI 72nd Ave 13635 Date: 16 august 2000 • SUP2000-00268 WI a'JM �� EeE � ! Y 1 d ria a ! .: ty • 62 n 66 ,t "fi ''rtitf Dry \n b� Checked pecked b\ QAE rxo 4 - IrI tiUfTlcxr 99091 4 R1 ................Mb-1 IIN5.1—Tr e .............. tty,t p . (�11ACT-}Y1fK 9AIi.ffN �pw scow......1:1 .npinC+yr''4Jh'�rrAO' irX;A0r1 'rlt. •'r�., '1'' 'h - _ ��, ..,.. - 6 . Gonetruction Set August X000 L/ AY l�TI! �m I11nlnii��n�li�t in;��u�uuliul�ufIli' l ling u'�iuq u`Ili:�nil�iln�rnc�ilu�ul'�Iru�nii nn��n�I�uylm I I +quill i�n 111�n11 u);ulnnlnu nl lllinilnnlinlh��ilnul�nlliuil�iillnnlu yin it I u u I� I n�In I I+inn 11 11 ; ♦ i b '� I J I oI .1cs 1 It I 14 t Id 11 l0 2 21 22 23 24 2d 20 >!7 !ice v cr, .,r ` Y b ry t , a t VUIIM(�+tdM1�' 'r,+Mlwr +tMnm+' _ i ', ny� k • , yC t MILDREN DESIGN GROUP,P.C. AW-3f rBCTURE - SPACE FL.ANNNC 1 !830 SW Kerr Parh� a%,Suite 325 Lake Oswego,Oregon 970,35 PANEL SCHEDULE PANEL :CHEDULE PANEL ,SCHEME PANEL SCHEDULE (503)244-0552 tAUM: 2A1 MKE 4 ASSOCIATES, INC. PAM 2A2 TIKE t ASSOCIATES. INC. (PAWL 281 ELEC. RM WQ 2ND FLOOR ELEC. RM SURFACE SURFACE MKE A ASSOCIATES, INC. �(Q{m,�0 PAWL 21312 MKE k ASSOCIATES,IATES. INC. UOURM 208 .ltiQpJ�; SURFACE Q9: �`•�' 208 r= 208 SURFACE L �: ELEC. RV S�4DP; 2011 LQ�2 2ND FLOUR ELEC. RM. ]I9Bus Al M A21 VOLTS L'SASS 1181c arta h lunN 120/208 3 4 120/208 3 4 120�� PHS PAF Htls A JNIAAR 12 o P P' .23A3Z C VA No, A B C No. VA pummm C C DIMIS!""m VA no. A B C LNo. VA C C DIBCLIL n" VA No. A R C Mo. VA Dlllf'IfP11pN C C DSBCRWMN VA No. A B C No. A V� D99CNWnON C 2 R-W LL 720 20/1 1 • 2 20/1 900 R-53 2 2 R-OFFICE 720 20/1 1 • 2 20/1 720 R- OPEN OFFICE 2 TELE TERM 360 20/1 1 • 2 20/1 720 R-OPEN OFFICE 2 2 R-OPEN OFFICE 900 20/1 1 • 2 20/1 1000 COPIER S 2 4-WALL 720 20/1 3 • 4 20/1 720 R-43 2 2 R-OFFICE 720 20/1 3 • 4 20/1 720 R- OPEN OFFICE 2 2 R-WALL 720 20/1 3 • 4 20/1 040 R-OPEN EFFACE 2 2 R-OPEN OFFICE 720 20/1 J • 4 20/1 � SPARE 2 R-WALL 1260 20/1 S • a 20/1 720 R-53 2 2 R-OFFICE 720 20/1 0 • 6 20/1 720 R- OPEN OFFICE 2 2 SPARE 20/1 0 • 6 20/1 540 R-OPEN OFFICE 2 2 R-OPEN OFFICE 720 20/1 S • 6 20/1 SPARE 2 ;TEP LTO. 400 20/1 7 • R 20/1 720 R-!i3 2 2 R-OITICE 720 20/1 7 • a 20/1 540 R- OPEN OFFICE 2 2Y R-OPEN OFFICE 540 20, 7 • I• 20/1 720 R-OPEN OFFICE 2 2 R-OPEN OFFICE 900 20/1 7 • 6 20/1 i SPARE 5 AM MACH 960 20/1 9 • 10 20/1 720 R-0 2 2 R- EN OFFCE 720 20/1 9 • 10 20/1 w R- OPEN OFFICE 2 2 R-OPEN O"ICE 720 20/1 9 • 0 20/1 720 R-OPEN OFFICE 2 2 R-OPEN OFFICE 720 20/1 9 • 10 20/1 - SPARE S VENO MACH 960 20/1 11 • 12 20/1 720 R-W 2 2 R-OFFAX 720 20/1 11 • 12 20/1 720 R- OPEN OFFICE 2 2 R-OPEN OFFICE 720 20/1 11 • 12 20/1 720 R-OPEN OFFICE 2 2 R-OPEN OFFICE 720 20/1 11 • 12 20/1 SPARE 5 REgW 620 20/1 13 • 14 20/1 720 R-S3 2 2 R- OPEN CFFICE 900 20/1 13 • 14 20/1 720 R- OPEN OFFICE 2 2 R-OPEN OFFICE 900 20/1 13 • 14 20/1 720 R-OPEN OFFICE 2 2' R-OPEN OFFICE 720 20/1 13 • 14 20/1 SPARE S MICRO 1000 20/1 15 • 16 20/1 540 R-S3 2 2 R-OPEN OFFICE 900 20/1 15 • 16 20/1 720 R- OPEN OFFICE 2 2 R-OPEN OFFICE 720 20/1 15 • 16 20/1 720 R-OPEN OFFICE 2 2 P-0PEN OFFICE 720 20/1 15 • TO 20/1 SPARE 5 MT1 NOT 1000 20/1 17 0 16 20/1 720 R-S3 2 2 R- OPEN OFFICE 720 20/1 17 • 16 20/1 ",W R- APEN OFFICE 2 2 R-OPEN OFFICE 540_ 20/1 17 18 20/1 SPARE 2 R-.A LN OFFICE 720 20/1 17 16 20/1 SPARE T, PP 6 GARBAGE LISP 1920 20/1 19 • 20 20/1 720 R-'53 2 2 R- OPEN OFFICE 720 20/1 19 • 20 20/1 5W R- OPEN OFFICE 2 2 R-OPEN OFFICE 720 20/T 19 • 20 20/' 340 R-OPEN OFFICE 2 2 R--OPEN OFFICE 720 20/1 19 • 20 20/1 SPARE VHF Oi�SS� S 06NMA•3HER 1100 20/1 21 • 22 20/1 - 720 R-S3 2 2 R- OPEN OFFICE 720 20/1 21 • 22 20/1 720 R- OPEN OFFICE 2 2 R-OPIEN OFFICE 500_ 20/1 t1 • 22 20/ 500 R-OPEN OFFICE 2 ? R-OPEN OFFICE 720 20/1 21 • 22 20/1 SPARE S MICRO 1000 20/1 23 • 2/. 20/1 720 R-S3 2 2 R- OPEN OFFICE 74 20/1 23 • 24 20/1 720 FURNn1RE 2 2 R-OPEN OFFICE 500 20/1 23 • 24 20/1 720 R-OPEN OFFICE 2 2 R-OPEN OFFICE 720 20/1 23 • 24 20/1 SPARE. 2 R-LUNCH RM 5w 20/1 25 • 26 20/1 SW R-S3 2 SPARE 20/1 25 • 26 20/1 720 FURNITURE 2 2 R-OPEN OFFICE 720 20/1 25 • 26 23/1 360 R-RECEPT 2 1 2 R-OPEN OFFICE 720 20/1 25 • 26 20/1 SPARE 2 R-IUNCH RM 500 20/1 27 • 28 20/1 720 R-S3 2 SPARE 20/1 27 • 25 20/1 720 FURNITURE 2 2 R-OPEN 4AFFICE 720 20/1 27 • 28 20/1 510 R-RECEPT 2 1 2 R-OWN VFICE 720 20/1 27 • 26 20/1 SPARE 2 R-LUNCH RM, 360 20/1 29 30 20/1 540 R-S3 2 SPARE 20/1 29 • 30 20/1 720 FURHRURE 2 2 R-OPEN OFFICE 120 20/1 29 .DACE 20/1 29• 30 20 1 720 R-RECEPT 2 < • �~ _ / 30 ZO/1 SPARE ��/1,' ,V• `, ' SPARE 20/1 31 32 20/1 540 R-S3 2 , SPARE 20/1 31 • 32 20/1 SPARE 2 2 R-OPEN OFFICE 720 20/1 31 • 32 20/1 720 R-OFFICES 2 SPACE 20/1 31 • 32 20/1 SPARE SPARE 20/1 33 • 34 20/1 500 R-S3 2 SPARE 20/1 33 • 34 20/1 SPARE 2 SPARE 20/1 33 • 34 20/1 720 R-OFFICES 2 SPACE 20/1 33 • 34 20/1 SPARE SPARE 20/1 35 • 36 20/1 900 R-S3 2 SPARE 20/1 35 • 36 30/2 1500 A-LAN 2 SPnRE 20/1 35 • 36 20/1 720 R-OFFICES 2 SPACE 20/1 35 • 36 20/1 SPARE SPARE 20/1 37 • 38 20/1 720 R-S3 2 SPACE 37 • 38 • 1500 • 2 SPACE 37 • ;6 20/1 720 -OFFICES 2 SPACE 37 36 SPACE SPARE 20/1 J1 • 40 ?`1/t 720 R-S3 2 SPACE 39 • 40 30/2 I5W R-COMPUTER RM S SFACE 39 • 40 SPACE_ SPACE 39 r • 40 SPACE SPARE 20/1 41 • 42 20/1 SPARE SPACE 41 • 42 • 1500 • S W`ACE 41 1 • 42 SPACE SPACE 41 • 42 SPACE 1� Nm rvA) ILA zu ELS TONAL M1 ZA= �1pLp 1AIU CenR w cern. rvAl _ PB.A PL8 PB..0 lILZ01 amLla1Q 1NMR-SA1'Li.ZlIJ 22-A ffi..b PB..S rem N1u1 114T,01 TOTAL rvA1 lAL7.4i C�L14A4 1. LIGHTS: 0 0 0 0 1.25 0 1. LIGHTS: 0 0 0 0 1.25 0 1. L10"111; 0 0 0 0 1.25 0 1. LIGHTS: 0 0 0 0 1.25 0 2. RECEPTACLE: 0.520 5,040 5.940 1x400 • 142W 2. RECEPTACLE: 7.600 6.380 7AW 22.080 • 16.040 2. RECF"4ACIt: 61100 7.200 5,940 21.240 • 10.620 2. RECEPTACLE: 3,960 3,600 2,660 10,440 • 10.220 , 3. HEATING: 0 0 0 0 1.00 0 3. HEATING: 0 0 0 0 1.00 0 3. HEATING: 0 0 0 0 1.00 0 3. HEATING: 0 0 0 0 1.00 0 KITCHEN: 0 0 0 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 Ti. EOLWPMENT: 620 3.060 2.960 6,640 1.0'J 6,640 S. FAUIPIIENT: 0 1,500 1,501i 3.000 1.00 3,000 S. EOUIPIENT: 360 0 0 360 1.00 360 S. ErAAPIENT: 1,000 0 0 1,000 1.00 1,000 a. MOTORS: 1,920 0 0 1,920 » 0 LARGEST MOTOR 6. MOTORS: 0 0 a 0 � » 0 8. MOTORS: 0 D 0 0 » 0 6. MOTORS: 0 0 0 0 » 0 7. MISC. 0 0 0 0 1.00 0 7. MISC. 0 0 0 0 1.00 0 1. MISC. 0 0 0 0 1.00 0 7. MIS(:. 0 0 0 0 1.00 0 TOTAL(VA): 4.004 9.784 Lm 2A= 24.544 TOTAL (VA): I.aQ4 2-VA) 9.3GC ZSM 19.444 TOTAL (1W: A.480 1.204 33![1 1,1.000 13304 TOTAL (VA): 1>?b4 3.040 2.00R 11.!44 11.22Q IJRGM MOTOR: 1,920 VA 10TAL LOAD: 75 A COM 0111IARD: 58 A LummT MOM 0 VA TOTAL LOAD: 70 A own gLIAND: 53 A NIROM 11070111: 0 VA TOTAL LOAD: 80 P. Cm DOLAMO: 44 A L ARGIBT MOTOR: 0 VA TOTAL IDAJ: 32 A COD= DSJUND• 31 A - ry 0 KITCHEN.� IR 00%%Fier NOTES: NOTES: • NOTES:FIRST 10 NNN + 50S OF 'rnE LWAUVJCE • FIRST 10 IOM + 501E 0,F THE BALANCE • FIRST 10 KVA + Boal of THE BALANCECE NOTES. FIRST 10 KVA + 5= OF THE BALANCE Pacific NW « LARGEST MOTOR + TIE LLALANCE •• 125X OF THE LARGEST VXOR + TIE ILAIANCE » 12511 OF THE LARGEST MOTOR + THE NALANI •• I= OF THE LARGEST MOTOR + THE BALANCE Properties • 5S.W. Allen B1970051te 115 Beaer on. Oregon I ! I PANEL SCHEDU12 PANEL ZEDULB - Project: PANEL scHEDULE PAM 2MA MKE t ASSOCIATES, INC. 4A MKE ! ASSOCIATES. INC. MOUDIM pANZi 48 WE k ASSOCIATES. INC. 1 2nd Avenue SURFACE P.W'ELdOARDB ARE PROVIDED AS PART i SURFACE SURFACE OF OHM- T.I.CONTRACT TO PROVIDE ALL �� 208 mm. 480 Of f PN4�: ELEC. RM S•�Pi: 480 DRaCERb FOR TENANTS. AQ ELEC. RN jam;; 2ND FLOOR ELEC. RAN ice _::=g > >�.�F aus >�.nT 8113 t i„m Building 120/208 3 4 277,7480 3 4 277/480 3 4 C VA A& No. IBC No. VA C C V Do. A B C No. Air VA 01111coup AR C C DT�LCII1P11011 VA 4,41 Mo. A B C No. VA DIBCIRMON C S VAV - 17,18,1920 480 20/1 1 • 2 20/1 124 ELEV M. LIS. 1 1 1ST FLA OFFICE 3162 20/1 1 • 2 20/1 3831 VAV-30 6 1 '00 FLA LYS 3720 20/1 1 02 30/1 5831 VAV-1 a 13535 S.W. 72nd Avenue5 VAV •- 21.22,23,24 480 20/1 3 • 4 20/1 380 ELEV M. RECEP. S 1 IST FLR OFFICE 1860 20/1 3 • 4 30/1 5831 VAV-31 6 1 210 FLA LTV, -402 20/1 3 • 4 30/1 5631 VAV-2 6 Tigard,Oregon 5 VAV - 25.28.27,78 480 20/1 5 • a 20/1 180 a" M. CONTROL 5 1 1Sr FLP r.-,"VE A278 20/1 5 • a 30/1 5631 VAV-32 6 1 2N0 FLR LTS 2294 "/1 S • 6 30/1 5631 VAV-3 6 5 VAV - 47.48.49,50 480 20/1 7 • 6 2C/1 160 a" RECEP. 5 1 IST FLA OFFICE 344 _1 20/1 7 • 6 3o/,1 5631 VAV-33 - 6 1 2ND FLR LIS 3441 20/1 7 • 6 30/1 5631 VAV-4 e 5 NAV - 81.84.53,54 460 20/1 9 • 10 20/1 124 ELIEV LYS. 1 1 IST FLIt OPEN 1561 20/1 9 • 10 30/1 5531 VAV-34 6 1 2ND FL E. HALL LTG. 1776 20/1 9 • 10 40/1 8331 VAV-5 6 5 VAV - 56. 56, 57,56 460 20/1 11 • 12 20/1 360 TELE BOARD 5 SPARE 20/1 11 • 12 20/1 3631 VAN-35 6 1 2ND FL PALL 2220 20/1 11 • 12 20/1 3831 VAV-6 6 SPARE 20/1 13 0 14 20/1 SPARE SPARE :0/1 13 0 14 30/1 5831 VAV-36 6 1 2ND FLR LIS 4154 20/1 13 0 14 30/1 5831 VAV-7 a SPARE 20/1 15 • to 20/1 600 FACP 5 1 ENTRY LTi. 1117 20/1 15 • 16 34/1 5831 VAV-37 6 2ND FLA EXIST LIS 1581 20/1 15 • Im 20/1 3531 VAV-8 6 • SPARE 20/1 17 • 16 20/1 Sm RESCLIE ASSIST. S 1 IST FL FALL LTG. 2730 20/1 17 • 18 30/1 5831 VAV-30 6 2W FLA DOST LTS 1364 20/1 17 • 18 30/1 5631 VAV-9 a _ - SPANS 20/1 19 • 20 20/1 360 TELE SUM 2ND FL 5 1 1ST FL E. "ALL LTO. 1092 20/1 19 • 20 30/1 5631 VAV-40 6 - SPARE 20/1 19 • 20 30/1 5831 VAV-10 6 Sheet Title: SPARE 20/1 21 • 22 20/1 'PARE 1 IST FLA EMERO 1302 20/1 21 • 22 30/1 5631 VAV-41 6 SPARE 20/1 21 • 22 30/1 5831 VAV-11 6 SPARE 64 20/1 23 • 24 20/1 6SP-1 6 1 EXTERIOR LTG 2700 20/1 23 • 24 20/1 3831 VAV-42 6 SPARE 20/1 23 • 24 20/1 3831 VAV-12 6 PANEL STARE_ 20/1 25 • 26 20/1 1056 fF-1. EF-2 6 1 EXTERIOR LTG 15M 20/1 25 26 30/1 5831 VAV-43 6 SPARE 20/1 25 • 26 30/1 NMI VAV-13 6 SCHEDULES 6 CP-1 526 20/1 27 • 28 20/1 700 EW-1 6 1 EXTERIOR LTO 1556 20/1 27 • 28 20/1 3631 VAV-44 6 __SPARE 20/1 27 • 28 20/1 3831 VAV-1! 6 6 FM SPOW. COMP. 626 20/1 29 • 30 20/1 526 EF-3 6 3 wrl-1 9300 50/1 29 • 30 40/1 8331 VAV--45 6 SPARE 20/1 29 • 30 20/1 3101 VAV-15 a !"ARE 1 20/1 31 • 32 20/1 SPARE SPARE 20/1 31 • 32 20/1 3631 VAV-46 a SPARE 20/1 31 • 32 30/1 5!131 VAV-16 6 SPARE 20/1 33 • 34 20/1 SPARE SPARE 20/1 33 • 34 20/1SPARE SPARE 20/1 33 • 34 20/1 SPARE SPARE 20/1 38 • 36 20/1 _ BPAIE SPARE 20/1 38 • 36 20/1 SPARE SPARi; 20/1 35 • 36 20/1 SPARE i APACE • 38 SPREE SPACE 37 • 38 SPACE SFV1d: 20/1 37 • 38 SPACE DACE 39 • 40 SPACE SPACE 39 • 40 SPACE SPAtX+ 20/1 30 • 40 SPACE SPA1,'E 41 • 42 SPACE lMOE 41 • 42 SINCE SPACE 20,71 41 • 42 SPACE • JOWL 91M M JZA 21J MLC Zmm"m zim JOWL nes M 2!-A 2" 2'2.91 ffiYr-m t1i� �1o1Q TOAD 99 m 2!-A a" 13" Zmw m rALTf�i .Jo1Q 1. UCAS: 124 124 0 246 1.25 310 1. LIGHTS. 9.283 7,418 9.708 28.379 1.25 32,974 1. Loft. 11,315 5,870 4,514 21.699 1.25 27,124 2. ASCERACLL 0 0 0 0 • 0 2. RECEPTACLE: 0 0 0 0 • 0 2. RDCWTACLE: 0 0 0 0 • 0 3. MEATINO: 11 0 0 0 1.00 0 3. HEATING: 0 0 9,000 91000 1.00 9,000 3. HEATING: 0 0 0 0 1.00 0 4, HQTC EM: 0 0 0 0 1.00 0 4. KITCHEN: 0 0 0 0 1.00 0 4. KITpHE: 0 0 0 0 1.00 0 5. COUPMENT: 1.500 1,820 2,009 5,320 LOD 8.320 5. EOIAPMETNT: 0 0 0 0 1.00 0 5. EQU94ENT: 0 0 0 0 1.00 o Revisions: l MOTORB: IA" 1,229 1,92!0 4.204 » 4.40 6. MOTORS: 30,966 27.185 27.656 86.796 » 87AM 6. MOTORS: 34.986 27,655 23,155 85,796 » 87,879 I. 21 JUIN 20UI) 7. PARC• 0 0 0 0 too 0 7. MSC. 0 0 0 0 1.00 0 7. MISC. 0 0 0 0 1.00 0 Addenda I TOTAL 04 2m AM A!78 1.212 14o1r TOTAL(VA): ALM 1Aan � 321.178 1� WEAL (VA): ae,3o.L A= 22.411 10M ub oaY ?_. 27 Juh 2000 Addenda 2 3, 1 August 2000 LAA,M 71810! IA"N1 Tom LOWDI 27 A Om O111N1a .9 A EADOIB NOVO! 8.331 VA TOTAL LOAD., 144 A 000! DOIAMD: 156 A LARIAT 1101St 8,331 VA "PAL LOW. 129 A 0001 11OlAMD: 138 A Addenda 3 w NORM NIt1T9NEil mUIPllEllr 11 NOTES NOTM' •Ffw 10 om + 10/OF"a mmmm • "m 10 NIRA + Bolt of THE 1ALANCE PROVIOE FEED THRtI Lim • 171ST 10 WA + 5M OF 111E BALANCE » 1 a » 1 + v MnLRFN DE9GN "COUP, P c 2000 ALL u�ONTS PC SERVED_� THEX URAVMM ARE 1H[ PROPERTY OF MUREN PtM GROUP, PC. ANN ARE NOT TO RE USED OR RE►RODUOLD M ANY h MAKER, COOT MTM n* PAM WTRN PFTIMMM OF MIDREN DESM OFFEND.. PC, Date: 16 August 2000 �• HI I{)'111,7,IOIfiP 9♦r,l flli r UTaWn by: ChL•cl.ed M: � RAE/J_O I Job Number: 99095 FIN.. .......MO-1085-70 T . Plot Seal*......1:t CONTAf ..APER HA9 FEh „L , ShL'et of: 0*0.......8-18-00 TES Innafrl �inr� NAI IA .,..,,,:�.... ..,.,....�. 111111111 1 II�III I I � II II ( I II I 111�IIIII nl�l'IMI 1111 111 I I�IIII ILII 111 iillj� a�'jtlli I H 1�1iii �• � I II I I I I I I I I I I II III I n. r )"� 1;" Itl• •teb 10 1 I IQ 1 14 Id 1 Is IN 21 22 23 24 25 26 27 28 29 pip - J .+I --T ITr ' 4 I, AM1 _ I .. ,. ..