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7216 SW DURHAM ROAD STE 100-2 Y it4 Wall Strength htx :=0•ft, I•ft.. ht 3 g M(htx) := q$.(ht- htx)z q (lit htx) +q w lift_ ht •f lit +(ht- htx)I w M u(htx):=M(hrx) 1.7 R overturning L JJJ �r�w W wiw K - 6890 SW 6•NICROFIf STREET-P O 60l(Bt>039 �-�+!�-' !O N =eA !-0 J :�•, TIEL(5 3) 1 -95W-FAX 97201-0039 a a w ht q s'w hC ht t- ht TEL(503)?21-9580-FAX(503)228.1293 S M of�°•��"+--•�•-+q w' ht t- ht .--�•-t ht •w Mot= 1.298�k•ft , t a �. = f Y :=60 ksi Yeild of Reinf. f c :=3000 psi Conc. Strength Zr'a~ a 4+ 1 - d :=t•- 2 in_ .7_ Depth of Reinf Cantilever Retaining Wal! -- L -� -- -� - -_ P wall =cont (t) w ht 1- d ftg P wall=0.225.1 - 3 ;4M u(htx) -1 s ,�•. p'ii1DJECT NAME Communique PROJECT NO.: 000087 DATE: 3/10/00 M n(htx) fig-- Check Wall Shear P g =coned W w Pit = 0.45rtc DESIGNER: MGC ft ftg M n(htx) s•• ELEMENT ID. Wall for Ramp at G In Door 150 ksi r - Psoil :=soil. ht- dftg+w'r1i W- t- to) w P - 1.4S�c m:x c Rn(htx) ---�- qa z 1 SC` soil' 13T- w d ht 'lBlatt Height Walltot:, 3 V u:= q s ht+--,� 1.7 w -r Ei<ott�.ES P tot::P wall P ftg+ P soil 2•m R n(htx) ,t M t a 4 H Total Height of wall from ilia bottom of the Footing m =P to +P W +P �W- 1 n'•=.tS2 P511 w M res wall' ftg' soil' J V Height of the wall from bottom Of the footing to the soil above. M res= 3.2694k-ft QV n= 4.05 .c > V u = 1,307* Width of the wall. M s:=0•in Height of the soil above the footing. ( Sail available for passive resistance) M rFfs . . = 2518 > 15 OK - - � a FofS:=_ es o _ M u(htx) A s(htx) ' • tJ d fts :s 12 in Depth of the footing mot htx r cow :=150 Pcf Concrete weight r11 .14 r+ � �� soil:=110•pct Soil weight Use M4(�► 12"O.C. -As= .20 in"2 7 �4ay,� Slidin0.028 g �,2�� u f r q s:s 4S.pcf Active Equivalent Soil Pressure on the back of the wall / r q a.he r . WA u IeYl Z low230 Psf Surcharge on the wall Valid --�-+q s ht w V slide = 0.769o{c r 4 r '-1�� •s sur Surcharge on the wall z 4 s q a g V res q p ht s+d ftg t led w+P tot's V res= 1.1446k , 1�, r AL,L AW� f'1 Z" � AyM(�A*) q p'=200 pcf Passive Equivalent Soil Prossure on the front of the wall ftDoting Strength -Heel _ - .. � .75•in L it'O.C. � ::.35 Frction Coefficient d :=d ft 2 in- Depth of Reinf. q 111:=ISOO•psf Allowable Soil Pressure FofS:_� FofS= 1.487 > 1.5 OK g- �- slide � x r iff rents < 196 which� - soil. ht- dftg +q s+.15•kcf•d ft8]•(W- to_ t) 1.7•w jR C;}&y &T w::12.in Width of retaining wall along the length M T- 10:30-ft - Soil Pressure n _ M I 2•m•R n s1 ��- t to:s 0 ft Width of the toe from the tate of the wall to the tooting edge. 60 ksi n - w d W Mres- Mo' m :=� Rn :_d p . m 1 - I - --•�y I As: P' W:s 3.ft Total width of the wall footing. a:_all c =0.573 ft J ��.:.� kd:s I-A Depth of the key A s= 0.072rin2 f �ZC4Xlkrj7,ra q W:■16.4•pst•.62.1.2.1 Wind Pressure W- e Vu :=�soi1 ht- dftg t q s+ .IS kcf d ftg (W- to- t- d)'(1.7 w) �V n =.BS 2 P+I psi d w k 0 :=.�-•3 k 0:.0.927 #V n = 10.755rk > V u = 1.681rk •� V N \� Wf� c� N ��. q ;= Ptd q = 1527.69rpsf q all = 1SOOrpsf Footing Strength -Tu �:_ 1Zry,,rtj /:$ d<&&& 1� Percent Difference < 2%which is fig- - o' .75 in � d :=d 2-in- Depth of Reinf. T K RAMP WALI- 6"✓ IS' tLsyst TlaJ - s AT 7>� - a Mn :=q� I_7gw m:=6�3T Rn F P =m. 2m�n s 1 _ I -- A =p"sod G�Air L SCY�o A s= Osin2 f uN fQ�.lE T. T. sy _ L► �F C5 V u q to(1.7 w) �V n : .85.2• Psi•psi•d•w �V n= 10.7SS�k > V u 0•k DOW 7216 8Y1l Durham fW.0100 me SW Durham ht►o 6 RAJ `LAACKENZIE 0 o r:,s fNfl►Dtwltm 11d.NO• 8 of 12 4 of 18 CNO Sw e•nvoti S+/Po Box 6903► Portiand.OR 11201.0039 tfk 6 ow T•Is $03,224 9560 not:intoeprpmack.com /=x: $03.224.1215 1 of 1Y eiNf$4000, Ibtsatt� ua rtrru nanrr 7216 8W DurfMid.s100 suv2000 4001113 201 12 Wall Strength htx :=0•ft, I-ft.. ht NNght Wall_ �•-�-x--- q s•(ht- htx)' q a.(ht- htx); I-= ht t- ht l the bottom of the Footing M(htx) := ----.�-+--�--+q w' htt- ht +(lit - htx) •w M u(htx) :=M(htx)•1.7 lift:-2•S Et Total Height of wall from t Overturning ht:=2 ft Height of the wall from bottom of the footing to the soil above. q a.w•ht3 q s'w•htz ht t- ht f Y 60 k.;i Yeild of Reinf. f C :=3000vsi Conc. Strength f the wall Mot:_--�--+-•�-+q w' ht t- ht • -�-+ht •w Mot= 0.278r1c•ft '75-in t:=6 in Width od :=t- 2•in --,t- DPnth of Reinf. ht s:=0 in Height of the still above the footing. ( Soil available tar passive nsratMta) d 12 in Depth of the footling P =Conc-(t)•itv. ht t- d ftg P wall= 0.112rk M (htx M u(htx) fig:---.=• wsl I� n ) � -•-�- conc :=150 pcf Concrete weight M (htx) Check Wall Shear Pfig :=coricAftg•W"w Pftg= 0.3* m:--6�i Rn(htx) sod soil :=110 Pcf Soil weight �- P soil -soil,• ht- d ft + sur .(A'- t-to) w P soil = O.544Ic lit' :=45•pcf Active Equivalent Soil Pressure on the b,�ck of the wall = g V := q s ht+ q-s�-- 1.7 w qs I 2•m•Rn(htx) 3 u sur: 50 PSI` Surcha,Surcharge on the well p(htx) :=m 1 - I •- --�-- Prot:=Pwall+Pftg+Psoil y sur 4S�I q s:=•� q a Surcharge on the wall �V 85 Z psi d w t W W-t- to As(htx) :=P(htx)•w•d n he ti�'t of the wall M res:s P wall' to+� +P ftg•T+P soil'[W- -- 2""-• , q p •=2Q0.pcf Passive Equivalent Soil Pressure on t #V n = 4.05ok , V u = 0.501•k Friction Coefficient M res= 1.0034-ft � :: .35 M u(htx) A s(htx) q BII:=1500•Psf Allowable Soil Pressure M res Hots := FofS= 3.605 > 1.5 OK htx .;ft = i� = - w:=12 in Width of retaining wall along the length mot .4 0.029 to:=0 ft Width of the toe .,on the face Of the WON to the footing�' Use#412"o.c. -As= .20 in"2 0.113 .til 1 W :%2 ft Total width of the wall footing. Sliding 2. 1 1. 1 L kd:=0-ft Depth of the key 2 q a-ht = 0.295•Ic q W.=16.4 psf.62 1.2 1 Wind Pressure V slide:' -=+q s'ht w V slide -qp• hts+dftg+kd 2 V 0.4z3ok V res __ �_ W+P lot't "s Footing Strength -Heel d :=d fig- .75-in 2 in- -T- Depth of Reinf Fof%:= Vres FofS= 1.471 > 1.5 OK -rsoil ht- d fig +qs+ .15kcf•d It.]•(W- to_ t)z 1.7•w Percent Difference<2%which is M n 2 SOII Pressure acCeDta e. 60 ksi _ M n I 2•m.p n .s m '-� R :- p := n w m I - I --�-- As:=p w•d Y M M e :=•W_ ..p O1 a=0.239ft z As= 0.016=in tot f c V u (Soil• ht- d fig +q s t .l5 kcf•d ftgI-(W- to- t- d)•(1.7•w) *11 85.2• psi psi•d•w W T- e #Vn = 10.755rk , Vu = O43•k ko :=-w-.3 leo= 1.142 P tot*2 Footing Strength -Toe q :=�-_.W_ q = 834.428rpsf < q all 1SOO�psf OK d :=d ftg- 2•in- '7 Depth of Reinf. _q-to 2 1.7•w 60-ksi h1 n I 2'm'R n s M n - ..,Ar- m :_-W. •- R n :=d p :=m I - I - -f•--_ As :=p w d Y As = Orin2 fC V u :=q to(1.7•w) OV n =.85.2JFSI•Psi•d•w /V n = 10.7556k > Vu = O•k M1111 flow ftdl Art.NN 7216 SW Durham lid.01007216 arham ftd,atop WDu a1f21111111111 s6M>) SU11,2000-00083 l3UPT00640065 off 12 6 of 12 7 M 12 #Ilk OJT 2 r ,� �;�� ;sort' � _--•-w., Y 6k r 10 12 114 16 if • IIS !! 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I nus tlul f and 1 tntltfl11l1uIM Illlli uffll 11u11f lunfbt 1 f►fN��P,fflt flfflttllfffff�lfllli 11 f t unb r ttnh f Itll�lt t+n'1 1 fN1�fIT1lrnrh f flf�lf f lflflltlf rrff,f . fllfpl fl ntllf 1 mflf f INl�fhl 1 1 f rNt�l Illh+fll rndu 1 Ilrl�l rl -- _ .w -••...s••-.•...t-... sowT.......n: ". ti".• -..". v..Z'^-•w....cornu.�r+..nw+►.aero..r+.,U++r...•r�T.1�II.rasOnewe..MMrer-w - �+�ra�+�.... ..�Ir. .... . ..• r W/Irj4 o-e'k+ .�tIMMA�cwwwMYtaMMJfh•1n+.wwM.wt�M«+ vt...Yw. _ MMS W+M+w�har^^'lF vis......,, .w! .... . .. _-!R•r-rr. _r•v,....1+..a:`- ou A'• •M t.: •�_ � tl ��•r-. ,,,, .�.,. .,. . ., c. r _ MARTIN W HANSONt CL ( AS, 0 EGOH r I I I I �✓y GCO 12 DAYS AT 25' 0" r -3 p4Lr I ' _-- --- -- OF V I 1 PROJECT #00090 f I I I I I I - - - - - - - - - -- - - - -- : -__ - _ _ _ _ _ _ - - -- - - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - - - - - - - - - - - - - - - - - _ - _- - - - _ - - _ _ _ _ _ _ -- . _ - _ _ - _ _ _ _ _ _ _ 10 - _ _ - - _ _ _. _ _ _ _ _ - _ i _ _ _ - _ - : Qr, ye 7 i - I �, , - -, - - - - oFPNiEitsI / ( u I 1 I 1 1 Romor I ' I / f 1M �Gnx later l eI Lol �, rxc r ucc � occ a17 1 I I I 1N 1M 1N 1t! 1E1 1/O 1Ai 1M 47 1 144 143I I 1 LUNCH OPFIQE OFFICE CONPEREN • C• OII�IOe 1 . or" E O/FN1E F/CE �. CIR OFFICE I } 1 1 I I - -- if �~ + � - - - r ----- ' I ' — I � - JJ..- J r} I \ I 1 I �lJJJI lJJJl-/ _ z � v MMM I 1 I 1 I I ' I 0 I I , I 7 / I xc a ; ; I I I Teter I ....► I140 I 1 r+er I I 1 I !ta re O'.N OFFICE I O -- - -- 1 CREA .• . O�ATIVA � I I I W a I I 1�fTIMO I I i 1;1 I 17! - - - - yam - - - - �- - - - - N i f; , 1 1 I 1 I I 494 - - - - - - - - - + OPEN I I I 1 41 I r - - - - - '+ �- - - - - - -- I — 0 ' I IIn 1 1 I 1itlWrr OFFIO. 1 1 1 1 I I 176 - - - - - - - - - - - - - - —�— I ' TION OMOIILA iN I I I - - - - - - - •- - - - - - - Y7 C%j Is —11 as m or '.r ' low I "" i 1 NA se�r soar , c it ISO I 1 CONFERENCE I aoc occ a 1 wO ag 1.7A FNONE/NRVER I 1so l I MEN OFFICE OFFICE OFFICE —1 / 134 + I ri L — — — — — — DREAK a - - 1« 102 1 m - I — OFF10. RlC. I v I 1sN 1578 - I OPFIC■ C124 IRQ. I "A0 4w .ass or 101 occ e �,t er .� a LOGY I 2 - ooCUrEC11 O d , i,sw x ucc.G — I I 1N O O , I 1 N _ —. OIRO. 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' � e �.• � DATE: 03/ 14/00 0 �Q.Fd�`'y� BID/PERMIT SFT OCCUPANT I.OAI) SU,iVtMARY OCCUPANCY TYPE FLOOR TOTAL OCCUPANT LOAD � . 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MAY j ` MART I N HARSON 11tH 4 WAY LAICN•l :NAC ING FROM 10019 MAIN a ^`,� «• :ulw[N r0 'Ng NTNIKIURI OV[+ :[DIN YII THIN 00'-0' Not/I W II► •/ALltrlro rOl rYf Or TIK p[:1M1911N 40 T• IF NOW . "Uss MAMO[: FIN. LEGEND FINISHES u l:► � � DREG to/nr/ fufrtr/to cull»o � .� CP CUT PILE CARPET CUT PILE CCP1 CP. EXISTING LIND ltvtAL r(AO[t -- --- -----`-----•-••--- LP LOOP P11 . CARPET VCT VINYL COMPOSITION TILE LOOP PILE CPT LP EXISTING UNO �/ ��j � �r OF 0 % A - WAREHOUSE D�.uO, f��. �� EAST WALL � SV SHEET VINYL N LVL: ATI AS 'RAVEILU' RY01 DAY VIOIEi � � - [1 ry AREH V `, LI�7�s N LP2: ATLAS 'RAVfNNA• RA13 WOODNUf L�•,�,• ,"�'�l PGWB PAINTED GYPSUM WAIT BOARD [ IL L PRODEI."l #00090 WM WINDOW WALL SHEET VINYL SV: EXISTING UNO 1 If 1 PW P-LAY WAINSCOTT O TO 48' A F F N-SV CONGOLEUM FLOR-EVER /50009 81/111>IPrL: --_-A-///• rll. ftrM 0(P 0.C. •- r r -w• ,,w' .. I +• .r r 19' No// MSMI[ll 4911 1% L/p f1► ltt. LOON LINE N kA MAX MAIN ■uNN[ls it _c(r114 L-.49 or L1IIN - - II I- ---� • SAT WALL BOAR ACOU51. TILE 2X2 VINYL COMP. TILE VCT: EXISTING UNO .i _ -+- WBC WALL BOARD CEILING IN IUWKNL AT 4'-9' o.0 w u + + + + + 4• f ♦ t + + ETR EXTEND TO ROOF BASE RF: EXISTING UNO I IT + 4­0* MAX surrwr WIT WIX WIRE Al A'-o• 0 '. - nwe N RF: RUBBER BASE FLAT 4• ROPPE '93 BLACK-BROWN ON WIT» $10 Will At /'-0' 0 C. 7 RC RUBBER BASE (COVED) --'-•- J RF RUBBER BASE (FIAT) RC. EXISTING UNO w --CouNT[RSLor[ NANo[ps IF wll[ THAN 1:/ our or Ft LOW PAINT PT: REFER TO SHEET A4 FOR PAINT COLORS/LOCATIONS � _ �% s(cuN[ AL► , or Ft 10 noe ---- i NOTE ALL PGWB 10 BE SMOOTH FINISH V "I CUCTUAL ON A ":Arlt[ 1000 PLASTIC LAY. PL-1: NEVAYAR 1I1-6-71 L.1 ow r •No/oN rlr( [10001 --.' _------ _ _ UNO UNLESS NOTED OTHERWISE NEW CABINEi 9ASE/FACT/BOO► -NEVAMAR S-2-ebT �br AIIACN:0 TOM IRACR 10 FLOOR ■II" NOTE: ALL CONNECTION DEVICES TO BE UBC roust ot,•I" "CNORL Al 14o c N NEW / [� in Flrl{"110011 13 - FULFILL IL74T 163 E/R EXISTING k RELOCATED TED APPROVED TYPE AND HAVE 10U� CAPACITY L - 3 L 1 SUSPENDED CEILING DETAIL 2 TYPICAL IN'T'ERIOR WALL SECTION 3 CABINET EL�EVAMONS -- --- -- --- z NO SCALE _ 1 SCALE 1" = 1'-0" 1 SCALE 3/8" = 1'-0" FINISH SCHEDULE - 1 WALLS LOCATION PLAN RAco 1feAo -----A-I/i'• 14 W MLI& jIHW%AI ,Ip -W it, NO SCALE qTi -GUM.aTRI/C:T1ARr.ALMOND /O lLM• A1NIxl/rt/ANNEiM M/ NAME FLR BASE NORTH EAS1 SOUTH WEST CELL CLG H REMAR1c5 ---cAULxINo Ia I rr aIACe 101 LOBBY N LP1 4'RF PGWB Ww PGWB PGWB SAT 9' -0' zR,I I BATTItNUtATION i-N-'I Mr' ,w•I lam w g0011NMp'Rm0111 102 RECEPTION LP 4'RF -- --- PGWB0' dlI+.1[ 103 CONFERENCE CP 4'RF PGWB PGWB PGWB M BiJILDING INFOF.I�'iA.TION M�.�..I41IM •+4µ""Wy"� 104 CIRCULATION N LP1 4•RF --- PGWB ---M - _ IllwwLw19[r[pocl..wlp 105 OFFICE CP 4'RF PGWB - PGWB PGWB - PGWR BUILDING OWNER PACIFIC REALTY ASSOCIATES. l P. r�'1 / I 11 --lRap tR1•+/o MOTOR" --- --- -- --aluarr"DOM L.aat.ING MrtAt WAw 106 C 1 RCULAT I ON LP PGWB - - _ 15350 S W. SEQUOIA PKWY ,J / I 1107 08 OFFNCEFFICE CP WW PGWB�B PGWB PGWB PGWB PORTLAND, OR 97224 ------------ - - -- - _ _- •MrL.arxm Iir o.c. 109 OFFICE CP PGWB PGWB (503) 624-6300 PHONE AOGITwNAL --�7110 x 'now. ----vl�l' M/T tAMw 1 10 OFFICE CP PGWB WW PGWB - ( iO3) 614-7755 FAx e� aAma IOCATM�N WT11 a1Dlp t1CRlW ATTAC�ICD -- o u��a� `���L �w,�ot 111 OFFICE CP PGwB ww Pcwe BLDG / PACTRUST BUSINESS CENTER P (PTR/189) � d \� ---"-- - - IoW w. So. MGI a'of _ _ �- 112 OFFICE CP PGwB WWP GWB SPRINKLERED TO ORDINARY HAZARD cc \ I - >< 4WRw Lwt M 04W 1 13 OFFICE CP PGWB WW PGWB : 114 OFFICE CP Pcwe WW PGWB -- CONSTRUCITON V_N \ - - 115 OFFICE CP PGWB WW PGWB \ + --- _ � t>teCTTUCAL ` � � 116 CIRCULATION LP � FC1w8 SHCLL PERMIT / v R,I1 GAIT1Na1xwTIM i17 CI.7UCLATION AZ/LP 4'RF PGWB TL pts r 4•RUSOMSAM TVP. - A-'n' *A/T 'ALt• TO*�Arq~."f'� 118 OFFICE R CP 4'RF - - RELOCATED PLUSH CARFIT 'T'ENAN'T' INFORMATION c� ATTACH soTTOM TV.W_K TO FLOM WMT" r AMLNA AW-1Yr 1 19 OFFICE R CP 4'RF ELOCATED PLUSH CARPET 8 Q PCVA A DR1Vlt1 A ICMOIts AT 1914.O.C. LAw�e4r�roaoR -A+T.OIllwllraMlR+pAL*nwlnr 120 OFFICE CP 4'RF TENANT. COMMUNI(K) INC. AA -r'rRan MC0114 #MO 061"wOmM AT y:4 Inl. b b $ 121 OFFICE CP 4'RF PGWB PYB 5 fllONJN[eD TO C)i'I1R . rLoatroom" \ -rNNw rinl 122 CIRCULATION IP 4'RF --- --- OCCUPANCY, /�- W^jmHOU9C Orrice 123 OFFICE E/R LP 4'RC PGWB PGWB ELOCATED LOOP CARPET FLOOR AREA 18, 711 SF OFFICE 124 OFFICE LP 4'RF PGwe T^Gw8 PGWB r- ATCH DOORWAr W/ SALVAGE LP 34,063 SF TOTAL 4 'TYPICAL MOUNTING HEIGHTS 5 WALL SECTION OFFICE/WAREHOUSE 6 ACOUS'T'ICAL WALL SEC' nON 125 CIRCULATION LP 4T TW` PGWB --- SAT -� - 126 WOMEN LP/CT T CTW PGWB CTW PGWB PGWB wBC XISTING CERAMIC TILE F/B/W I SCALE 1/2" - 1/-O// _ j SCALE 1" - 1'-O" i SCALE: I" _ 11 - at 127 LIEN LP;CT T PGWB CTW PGWB CTW PGWB WHICSAT XISTING CERAMIC TILE F/9/1W GENERAL NOTES - s - 128 JANITOR VCT 4'RC PGWB PGWB SAT 129 BREAK _ VCT 4-IRC 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE 130 PHONE/SERVER VCT "RC PATCH k REPAIR VCT FLOOR WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE. II _ AS AMENDED BY THE STATE OF OREGON AND ALL OTHER 131 OPEN OFFICE N LPi 14'RF STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. �•���•ryrytq 132 OFFIt,E CP 4'RF [[ami To KV C[MINO MACE A/4DORs1�t1A�19ILIX�LALLIK -- - 2. THE CONTRACTOR SHALL VEPIFY ALL DIMENSIONS AND CON 0"0& R7rw19. $"^IDOI CON 133 OrF ICE CP "RF _ CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING II ex1aTW40MOP`8T1WfTURPAIOI/a NRIVJCTIONAT6NOMORweYo"D 134 OFF ICL• R PC 4•RCUNMRELOCATED PLUSH CARPET BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES 1NCO�/fr 1M/11�dlVTIA7101ri� _ KOAMOVADI������ 135 COPY/WORK VCT a•RC aGwB PGWB--- 11 GweiPRIOR TO STARTING THE WORK. 111 r'l1r AWHIMOTRAC[LuCWTINo --__------� __ "--- '__ 136 CI:CULATIOH N LPI 4-RF --- - -- - - -WACOdWO-.eRec>eleen STI �p QCHEDf� � 3. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF vrnu.TOIT1wcnAWAs occAARa � w a7�.i1 V'L�i 137 COATS N LPI PGwe Pcwe GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS AREAS. -- 1 138 COATS N LPI PGWB -_ •-� /t1►ntAltxucr +•A[NT DOOR DATA NFIFRKS HARDWARE 139 CONFERENCE N LP2 Pcwe 4. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS ( I . E. • (q I1 MARK SIZE iNK CR VENEER FIN15H R1fI? 'TP4 �; l d REWRRKS NAILS, SCREWS) AT ALL TIMES. V 11 140 OPEN OFFICE N LPI 4'RF PGWB -- _L23 3 X 9 1 3/4 SC BIRCH CHERRY III N1 LIPfCk "LOCATE FROM RM /119 141 COFFEE VCT "RC PGWB PGWB S. ALL GYPSUM BOARD TO BE A MIN 1 MUM OF S/8" THICK [J 124 UIN RELOCATE FROM RIOT /130 142 OFFICE N LP2 4•RF PGWB WW PGWB PGWB VERTICALLY ATTACHED TO 3 S/8" METAL S UDS 24" 0. C. 4� •-WAa•NTL.anlol�l4•o.c. I I I _ wwGYp,ow,ROTNaoom I I I 156 LUM RELOCATE FROM RM /160 e COfTOILMICM'dTllD -�- 160 - 143 OFFICE N LP2 4'RF P4w8 PGWB wW PGWB - WITH 1" TYPE 5-12 SCREWS 12" 0. C. UNLESS OTHERWISE i - Lt•»a"rIM'r I00TW.MOOMC71e1W II o11o►ouCrMTOCl11Mw 161A 144 CIRCULATION N LPI 4"RF PGWB wW PGWB NOTED. 145 OFFICE CP .'RF PGwe WW Pcwe 6. IN iINISHEU SPACES FIJRR-OUT EXTERIOR CONCRETE WALLS n N 1 rOOTWMICI'DIA.rAWDEr*AM WIALL II THEMIATlRAL 1618 Ili► �_ --- - - WITH 5 d" GYPSUM BOARD OVER METAL STUDS V'/R-13 Q � I AM rM WAND"T DOD/ILO O.G.MM. PGWB / H 1 146 OFFICE CP �J 04 z I --- 41•sre[isTUDc.IOIITs► 162 3 x 9 st e1RCH uiERRY 1r NM 1lir L CiT - -- FIBERGLASS INSULATION OR 1 1/2" FURRING C ANNALS AT ,,� 4WO.0 �y�wALL� 147 OFFICE CP WW PGWB N- 24" O. C. W/ FOAM BOARD INSULLATIGN. INSiALL R-13 M� t amm Uo"To4DLf"moo i61A 2)3 X 9 HM --- PAINT IBI UiP1C1MVR CLoSiIR 148 OFFICE CP FS-25 INSULATION WITH STICK PINS TO CONC. WALLS 1640 2)3 X 9 SC aIRCH CHERRY ow L07W FB CLOSIO RELOCATE FROM RM /166 -- - ABOVE FURRING TO ROOF STRUCTURE 4•oux� OAO&rtr. r11D•A � 149 OFF I CE CP _ _ _ 165A 2)3 X 9 --- PAIN' 401 I,�r 5 PR CLOSE -r1N[n[r[oot19 �,��,Lx1UNo - 150 OFFICE - CP 4-RF PGwe 7. ACOUSTICAL CEILING SYSTEMS: 1658 213 X 9 HM --- PAINT 40 DEED+►09 CLOSER r 151 CIRCULATION N LPi/A N 4-RF -- SUSPENSION SYSTEM TO BE EXPOSED METAL T-BAR, 0 166 3 x 9 SC BIRCH CHERRY III IN LLIM 1.4rCH -- - PREF I N I SHED WHITE, TO COMPi Y WITH ll. S. O. STANDARD$. - 5WGNP,WARDeA.aIVC 152 SOUND STUDIO CP 4'RF PGWB 25WSTEM OTUDS014• 169 - Lor( -- INSTALL LATERAL BRACING PER CODE. W O.C. 153 SOUND BOOTH CP 4'RF E _ 171 5� BIRCH cHERR+ we[I Lk1CH CLOSE �.RF __ 8. CONTRACTOR TO PROPERLY PATCH ALL ROOF PENETR"TIONSZa ` �INITY 4 RAMIr1iR/RfROYR4Y RRf11ATIVR 1710 AL cuss ANDD 11l U+M yIt11 LOON C405ER 154 OFFICE CP __ _ - FOR WATERTIGHT SERI GI" Owl 1 S5 LUNCH VCT -- 4'RC WW PGWB _ VJ w a - 172,1 SC BIRCH CHERRY M141 L CN / LOCH 44 - - 1128 dIM L�fCN'/ LOCK 156 CIRCULATION VCT 4'Rf'. PGWB PGWB PGWB SAT 9. ALL DOOR. SHALL BE 3' -0"x 9' -0"x 1 3/4" SOLID CORE WOOD r 157A MEN N-SV 6'RC PGWB PLW PGWB PLW Pcwe PGWB WBC UNLESS NOTED OTHERWISE. DOOR HARDWARE SHALL BE O :D 173 LUM 60cw - SCHLAGE AL SERIES. BUTTS, CLOSERS, AND OTHER HARDWARE - 4'w °A� 1578 SHOWER _ H-SV _6-RC PLw PGWB PLW Pcwe PLW Pcwe PLW Pcwe WBC TO BE 825 FINISH. DOORS WITH CLOSER USE D-SERIES i rLDORN14faHAs9C. eD. 174 u e � _._ 158A WOMEN N-SV 6"RC PLW PGWB PLW PGWB PGWB PGWB WBC / 175 _ LIIM ('H % LEEN 1588 SHOWER N-SV 6'RC PLW PGW9 PLW PGWB PLW PGWB PLW PGWB WBC 9' -o' O. CHVAC04T TO BE A BALANCED, DESIGN-BUILD SYSTEM. MECHANICAL CAL � 176 3 x 9 i 3/1' SC 01 RCN CI'ERRY RIM -awl iFfCN - ---_ 159 WAREHOUSE SC 4-RC N/E-PGWB WW,PC,OHD PLYWD PC,OHD Era VARIESCURBS. WEIGHTS TO SUBMIT SPECS ON GASPED UNITS, FASTENERS, FRAMES - COLOTr To MATCH DOOR'_ 160 CIRUCLATION N I.P2 4'RF PGWB PGWB PGWB PGWB ETR VARIESPAINT STUCTURE ABOVE CURBS. WEIGHTS ANO ZONE MAP AT TIME OF BIDDING. DOOR HAROMARE TO BE POLISHED CHRO[E 162 OFFICE N LP2 4'RF N SAT 9' -0- 1 1. PROVIDE SPRINKLERS BELOW SUSPENDED CEILING PER CODE. REViSIO'IS 163 OFFICE N LP2 4'RF N SAT SPRINKLER HEADS SHALL SE CENTERED IN 2 X 2 CEILING TILE. LAYOUT OF SPRINKLERS BY CONTRACTOR. SECTION AT FIN1rTY-CREATIVE 164 DOCUTECH SC - 4'RC - N SAT 1 • 7 PARTIAL HEIGHT WALL 8 I - 165 FULFILLMENT SC N 4-RC - N SAT - - _!_ 12. DUCT ALL EXHAUST FANS. MOUNT TO ROOF STRUCTURE To MINIMIZE MOTOR NOISE. j• 166 OFFICE N LP2 N 4-RC PGWB SIFT 9' -0' - 1 SCALE 1 - 1'-011 .. 1 SCALE 1/4 - 1'-011 167 CREATIVE N LP2 4'RF WN' PGWB ETR VAR IE PAINT STUCTURE ABDVE 13, PROVIDE LABEL FOR EACH CIRCUIT AT PANEL FOR ;4• 168 CREATIVE PRO N LP2- PGWB N 'SAT 9' -0" IDENTIFICATION PURPOSES. THERMOSTAT LOCATIONS TO BE 169 OFF ICE N LP2 PGWB N SAT 9'-0' REVIEWED BY OWNER PRIOR TO INSTALLATION. 4. 170 CIRCULATION N LP2 PGWe ETR VARIE PAINT STUCTURE ABOVE 14. TELECOMMUNICATION SYSTEM BY TENANT. CONTRACTOR TO $• 171 FINITY N LP2 _ WW PGWB ETR VAR IE PAINT STUCTURE ABOVE COORDINATE WORK. 6. CAeINET �CdiF4(A1r!I0K 172 SAMPLES/4ESC N LP2 PGWB N SAT 9'-0' 15• PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS 173 OFF ICE N LP2 WW PGWB N SAT 9' -0' MULLIONS OR GLAZING. 1. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND 4• IFILiV�1M /W>/ 1MLAW/'IFM0i11I fIIE� JfYLI9 COWSTRUCT I ON. 174 OFFICE N LP2 WW PGWB N SAT 9' -0" �T 16. CONTRACTOR TO PROV I UE PACTRUST STANDARD VERTICAL BLINDS COUNTERTOPS U. N.O. 175 OFFICE N LP2 - PGWB N SAT 9'-0' AT ALL EXTERIOR GLASS. 1. /t SILMIfO $ - ®1 t" 10M1 41SR1 IS EXTENSION 176 VIDEO EDIT N LP2 4'RF PGWB PGWB PGWB PGWB N SAT 9' -0' 2. HIGH PRESSURE LAMINATE (P-LAM HPL) ALL EXTERIOR I(d11R E>a1Md 74 � IMI[ . ifft S`f/iNIS/IRD DRAWS. _ 17. CON i RACTOP TO PROVIDE AND INSTALL FIRE EXTINGUISHERS SURFACES, INCLUDING 4" TOE KICK. EDGE BANDING /uG W!lw C9M ( V E(�lWl 11l0_[IFULL EXT 150 LOS. _ AS REQUIRED PER CODE. SEE PLAN FOR LOCATIUNS/TYPE DATE: 03/14/00 (MATCHING PVC ACCEPTABLE). FIN ENDS. DOORS, AM1141. FOP j� MTU IFM 9 Qi1FOXRS LIGHT VALENCE. ETC. UPPER CABINET BOTTOMS 1. ALL. SURFACES k FINISHES ARE EXISTING UNLESS NOTED OTHERWISE. 18. ALL EXTERIOP DOORS SHALL BE ILLUMINATED DURING HOURS BiD/PF,RMITSF.T OPTIONAL HPL FINISH, STANDARD Mf LA►IME FINISH. �• iF111b11 - 'K [IAM 6 116' C MMM Ffl4S. VERIFY FINISH: OF DARKNESS OPEN CABINETS OPTIONAL HPL FINISH, STANDARD MELAMINE FINSH. 11 . A4E41<MR410K/IL*n -- 1N11�R>f IIItNCATED REPLACE LAMINATE 2. PAINT ALL EXISTING INTERIOR PAINTED SURFACES (GYPSUM BOARD, CONCRETE, ETC. 1• 19. ALL DIMENSIONS ARE TO FACE OF SHEETROCK UNLESS flfl ;; 8L 4�013v -Rffi1y" 3IF [>FrSTIMM6 LMH. t0 RECEIVE OTHERWISE NOTED. 3. TOE KICK PLWOOD 4"" WITH P-LAY COVER 10 MATCH A1pM�41101)~ mm IFff IWO 1000NATE. 3. REFER TO SHEET A4 - FINISH FLOOR PIAN FOR LOCATIONS AND COLORS OF BASE/FACE/BODY COLOR ' PAINTED SURFACES. FLOORING, BASE, LAMINATE PLASTIC AND OTHER FINISH A- 1 iIA.. �NYAAEEMM91l� dill►11ILILM�MI<A C,IHBMAMgTg - toSE CAOiNETS N'11H 4. DRAWER FRONTS PRELAID PLASTIC LAMINATE OVER 11/14- IP-{.0 IV so 111"A f lur Pon ItlCI(INt. SCRIBE TOP WORK PARTICLE BOARD WIT" MATCHING P-LAM OR PVC EDGES. 11TIO4 S.• AML CNOW4 Sf * NLi1MINE STANDARD 11Ai11fifi 1�lR4 0011'" on. ®I► v pRA *, U. N.0. OASES 30"D X 721�11W01R Iltd.THT19 S. MELAMINE (LOW PRESSURE. 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C2 - ------------ ------ fes. - - - - - - ���� r« T�IA, "' 13T 133 ;(_i PL(UIIT / l 00 OFFICE OFFICE ` 4 - --- FOR IMDRII I GHQ 1" A 1[If/UAIA r.l II. I O O OOPY/WORK I 12F I - j 11 INA -- -'=' I O/FIaE� N N OFFIC■ OFFICE N 1� L I 1� CONFERENCE I 187A 1s1 102 162 PNONK/sER�fE -- �- t --- 0 come. �• - [ r I \ I I 0 • ((�T NR M wA Yro.a eo+.�. 134AM"Up TO •F �• I Q+ ,ems I?r N ILIVI OW -- IA.Yv - oaTw•YArxc.w �_ 1 � OFFIeE o�P�E-�3T•Lww ONVAM@W..v:a -_ -____-- Y _ ---- No— T ` 111 � R � b � aRaJ4>1t12s -- - - - I _ - --- -- logo 102 r- I T((NEW i�R�llAppNSf11ORpYEEI t ASSEPOL OTUYa - I x[R R^ [2 OFFICE REG. I CRR13, yvEIMi)R1 M11 %EA3 [(Ec P /ils 1aEa 147R 11 124 ING 1 I uNy [ SS f RCU�T,NiMr w [�[ - N OFFICE Come. I 11 X I ST I NO EXIT ON GRADE 101 - - - - - - - - - - - - OwV/SOA-I y , OF of LOaa�/ — 1 OOOYTavN n�wsL Or rr...w L 14M- - - - - - I ofr lu � [[LGGG I.� 12E 127 I 104T, - - - - - - - - - 2O6v(DOA" TIIWOMEN Q 0 MaN _ - - - ._ ... - - - - - - MA1RIat110t/N I AM WAUS TO 011111411% nNum I _—, OIRa. zs 6 OUT&IS IN ARE 1 ul ON OWN CIAEUIT 1� 1 \ N\SON MMI.f QcU•IORIp. 206V130A _ _ 1olV/7DA- _ 23 wxrYw wYY►w� come. toy ' \ I oopm wr wjn I I S7+ww. I OF IC! eOMFlRlNC! I .. 1 IM N N \� �` • 3 - ------- ---------- - ----- -�. - - _- _ -- _...._.__- _ -_____-____ -- ----- ----- - - --- ____ ____- --___ -- __._---__ -_x-` N - - -- 1 ------ - -_ _— \ V . R.,oY•.00,N......i.MYOiM. •x �}F� I { I OO.,e../M/0N•A..YR OLD Y �+..��•"� 1 { j 6 PI To Nwr IanATYo» 12 6 l' I � � ( i 11N .I e1Rc. 120 i21 I i1 O _ ,OCFICE OFFIC■ oFFiC■ 100 los ' I� _. _ oFFl�Cza OFF N I r ori«�►AxWw. A I Mw - R , t` � T OFNIIi! OFFICE I \ ►- I N Aww./w'YNYL ExIS1IN6 "allCA FYLPILLM■W AeovE rt IL ING ►✓� I y 1N I EXIST G I eox FOR POWER/DATA I O , 107 FOR R FOIA L� I rR( r 10 rrr r-10 IT P01[A POLE I FOOv[ C[IL ING I � NANT • R _--- .-- t,PaN OPFIa! I FON PnxEA/DATA I _—^ m�rw"AwrineAer 3A R I nOWEntvDLt I EXISTING EXIT ON GRAD[ \ O -i.i + ft,a •a w'.�' I _ '-.�� I I —Roy- come. I *' \ CD I -- CIRC. r� 117 i I I I I REVISIONS I l I I ` 1 {I nAa�F Ta(Ar +'Iry 7N 1141 I'!14 112 112 111 11 O j F { �� I Zoev/.row M - db I © c►FFl ! ispriall- - - -of ce - - — a — oFF aFit 2. OFF [ IMAM ~To 1 LI/ i" EXISTING Ill ON GRADE 1 I 4. �1MAl.M 5. �Iw" ___,t,b MRx� —� -�-- --- ----�----- ------ -- i- - ---1-----�------�--------- ---- --- -�- —� ------r--_ ___ 6. FLOOR �' I CONSTRUCTION LEGEND SC:AI,E: 1/8" = F 0" I _ asw v 1 NOTES I -- EXIST140 TO REMAIN 7 MUD RING W/ PILL STRING �'� 1 X d FLUORESCENT FIXTURE J-BOXES ABO.[ (CEILING) W/ DROP CHORD - PROVIDE CAPABILITY FOR BOH A POWER I ALL ELECTRICAL SNOB. 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PROCVI E DIpp*ATEA HVAC IIYIT f T f i f 101 ROOM NUMBER/ODOR NUMBER A t 11GIR SR SSNCCR�NY I TOI[A1�N� GAT1 I i�Ir - - - — - - - : SWITCH 1 rlll� SPECIAL OUTLEY (120V UNO) l 1 FORUuTENNEELppNCNPi cM it NTol t c� ! t [ SR SWITCH ITITH RHEOSTAT �pv FLOOR MONUMENT WITH SERVICES SHOWN M NEW tOCKIIS YEtIVtICA/I T R� G15 OYfY T $3 THREE WAY SWITCH P ITEM REMOVED UNO UNLESS NOTED OTHERWISE ' 7216 SW DuThom Rd.0100 HUP2000-00063 10 of 12 At SEE DETAIL FOR TYP. 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