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8015 SW HUNZIKER ROAD-6 Luu.July, Inc on:t it or uny coplee trlclr:dt snail be relurned upon request. It Is not to be coped, reproduced, or exhibited to outside parties, but Is to be used only with i0erenre to contracts or proposals of this Corporation. Nothinq disposed herein, not pubhlly uyadubie. may be u4ed wilhuut written permission r El,JI i CITY OF TIGARD Approved......................... Conditionally Approvl9dI........... ••• ( )' PD For only the . as PERMIT NO. 7,7 yttor to:Follow.........................................( ) Att h .............. Li El bAlf 9 (a 0 :RD DD00 (3 (0 U SPEOIAL 1 �tJMED State of Orcaon�Structural Specialty L H N COD 3 n n M M Al H"Y p Concrete :nd Reinforcing steel U ��JJ ❑ BoitAC s Inst-illed in Concrete O Special Mcmont-Re::isting Concrete Frame Project description: First floor arl Second floor(B)are being expanded into the warehouse(S2)to provide more offices, O Reinforcing Stool & Prestressing Steel Tendons /,, ( �\� (�� (� (� (� n`I`� a conference room and a classrooms ace. Reception, bathrooms and circulation are beingredesigned. Boildin footprint C] Structural 1191ding 71E-') �;\��ly//IIII \J U ll�'J lam/ DLI Ll i \I 1J LI I I rl ]LD/EW is unchanged. P P 9 9 P ,, Construction Type: Type VN, Fully Sprinklered Q High-St-e-1—.01i Bolting COVER COVER SHEET C-101 CASEWORK Occupancy Type (Section 304): S2 g g Q Structural hl.asonry SITE SITE PLAN C-102 CASEWORK Required occupancy separations (table 313): None O Reinfo,'t;ei-i i3ypsum Concrete A-101 FLOOR PLAN FLOORS -1 AND 2 Building Areas: Existing, including warehouse: 37,998 s.f. ❑ Insulating 'oncrete Fill Proposed converted area from S2 to B: 1,908 ST A-102 FLOOR PLAN, DIMENSIONS, FLOOR -1 E-1010 LIGHTING PIAN, FLOOR -1 Proposed increased area to Second floor: 1,350 s.f. (3 Spray Applied Fire-Resistive 114tac;als A-103 FLOOR PLAN, DIMENSIONS, FLOOR -2 E-101 LIGHTING PLAN, FLOOR -2 Proposed total: 38,120 s.f. 0 Pilings, Drilled Piers and Caissons A-104 FLOOR PLAN, FURNITURE LAY-OUT, FLOORS -1 AND -2 E-102 OUTLETS AND DATA PORTS, FLOOR - A!low�able Area: S2/B: 12'000 s.f. C3 Shotcrete Area Increases: 87.5% increase for 55min.. setback on 3 sides A-105 REFLECTED CEILING PLAN E-103 OUTLETS AND DATA POPTS, FLOOR -2 (.875)x 12,000 + 12,000= 22,500 s f. ❑ Special Grading, Excavation and Filling A-1 05A REFLECTED CEILING PLAN, OFFICE AREA Double area for automatic sprinkler system in a two-story building: 2x(22,500)= 45,0009.1. U Smoke-Control Systems . A-106 CROSS SECTION, FRONT OFFICE DIVIDER WALL FS-101 FIRE SAFETY, OFFICE � , Occupant Load Summary for Offices: (Table 10A): other ins ctions_;�� A-107 STAIR -2, PLANS AND ELEVATIONS FS- ...2 FIRE SAFETY, WAREHOUSE 2nd Floor Offica Load: 6,048 s.f./100 load facto - 61 (2 exits required A-►08 ROOF PLAN 2 exits provided) s 1st Floor Office 7,841 s.f.i100 load factor= 79 !, t 1lutl A-103 EXTERIOR ELEVATIONS HVAC-1 HVAC LAYOUT, FLOOR -1 1st Floor Conference room: 325 s.f./15 load factor- 22 hl A-110 EVACUATION ROUTES, FLOORS -1 AND -2 HVAC-2 HVAC LAYOUT, FLOOR -2 1st Floor Classroom: 1,103 s.f./20 load factor= 55 A-111 BATHROOM PLANS AND ELEVATIONS, FLOOR -14 HVAC-3 HVAC CROSS SECTION 1st Floor Total Load (9,269 s f.)= 156 (2 exits required A-112 BATHROOM PLANS AND ELEVATIONS, FLOOR -2 Exit WiJth(Section 1003.2.3 and Table 10-G): 2 exits provided) Second Floor minimum exit width: based on occupant load of 61 people: A-113 SHEDULES S-100STRUCTURAL NOTES Doors: 61 x 0 2"/2 = 6.1"(section 1003.1.3), minimum door width = 36". S-101 FRAMING PLAN Stairs: 61 > ).3"/2 = 9.2"(section 1003.3.3.2), minimum stair width = 36 D-100 OLD/NEW FLOOR PLANS S-102 FRAMING/FOUNDATION PLAN First Floor minimum exit width based on occupant load of 156 people: D-1 01 WALL DEMOLITION PLAN S-103 STRUCTURAL DETAILS Doors: 156 x 0.2"/2 = 15.6"(section 1003 1.3), minimum door width = 36". J , + D-102 CEILING DEMOLITION PLAN S-104 "LOCKOUT' FRAMING, FOUNDATION AND DETAILS Travel through Otervening rooms(section 1004.2 2, exceptions 1-4)is permitted: 55-5736 -through foyers. lobbies and reception rooms, t, -when only one exit is required from the space under consideration, -- ---- W-1101 FLOOR PLAN, OFFICE AND WAREHOUSE -when the occupant load of the room is under 10, W-102 1=LOORPLAN, TOOL LOCKOUT -when two exits are required as long as one of the exits leads directly to al I exit or an exit access I (corridor, stair). — ' I Accossihility for Existing Building Alterations, General(chap. 11, div. IV, sect. 111:3): 5 (ORS 447.241)Accessibility alterations are considered disproportionate to the cost of the remodel if a accessible parking, entry, accessible path to altered areas and accessible toilets exceed 25%of the cost of the total alteration. If so, it must be made accessible to the extend that it is not lisp,iportionate. PCI -- "O RT LA N Q INTERIOR (ORS 447.241)If another alteration affecting the accessible path of travel to the area beir j altered occurs within the next three years, then the cost of this alteration will be added to the total cost of any subsequent alteration over the next three years in determining whether the of making the path of TIGARD ORFGON travel accessible is disproportionate. (ORS 1113 1 2.2)Installation of the new stairs does not require major structural changes. F acility Accessibility(section 1 i oti 1): Employee work a:,fas sl trill he located on an accessible route and be designed and eonstnacted so O V L R S I 1 E ET individuals with disabi!itles can approach and enter. . individual offices and workspaces need not be constructed to permit use or maneuvering within the work space... Door Clear-.nces(table 11E): 17" rninlmurat on pt tsh eider it door has 11umir end latch � P C I CONTRACTING INC P E R F O R M A N C=E 18"minimum on pull side (24" preferred) Phnnhinq Fixtures (chapter 29, table A-29-A): Occupant load based on Office area 15,317/200= 775 TECHNOLOC.-Y CckOUP Occupant load based on Warehouse 22,803/5000= 5', total load =82 8015 SW FIUNZIKER Phone 503 684-5533 Required men's fixtures: 4 w c , or 2 w c. + 2 urinals, 2 lavatories TIt,ARD, OR 972.23 fax 503 684 3627 Regvired women's fixtures- 4 w c., 2 lavatories NONE J.S. <'B -d.2 t Automatic Sprinklers: Existing building is fully sprinklorod36 14 --COVER , n jn n oo n e k o,i Hunzlker Rd,8015 BUP2002-00152 1 of 3; NOTICE: IF THE PRINT OR TYPE ON ANY l l l l l l l l l l l III III III ( I I I I I IIIIIII IIIA ► IIIIIII IIIIIII I I I I I l VIII I III III IIIIIII IIIIIII VIII I I l l i l l l I I I I I I I I I I I . ( I I l i l l l l I I I I I I I l j l l l l l I I I I I I l' I I I I I I I ] III 111 VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, Z I I I 101 I I 8L I 1 . I i IT IS DUE TO THE QUALITY OF THE Na 3ewa ORIGINAL DOCUMENT E 8Z elJ tZ OZ sly �Z s1z t TZ oti tai 8i Lt 9T st 6T et �i tt t t3 �8 ts g £ ��IIIILIII►IIIIIIIIIIIIIIII IIIIIII I I II I 1''" I I o� 11 1 f 1 IIII) IIII II►111111111111 IIIIIIIIIIII 111111111111111111111► I►IllllllllllllllllllJ111 II �Illllllll111111L11 II1lIllIII.It_lllll.11lll NII LEGENDNOTES: LEGAL DESCRIPTION SURVEYOWS CERTIFICATE; phi, Plait j,rupr,etary perlu,monce ,.,ntrott,ny, Inc and ony copes tlitre,,II shall be returned upon request It Is not to be copied, reproduced. or exhibited to outside • fi)UND MONl1MINl A; StOWN --p [Ili[ HYDRANT 1. TITLE REPORT EXCEPTIONS ARE BASED ON P1011MINARY TITIE REPORT A TRACI OF LAND 9IUATFD IN THE W.W. GRAHAM DONATION [AND CLAIM NO, 79 IN THE I, THOMAS P. BFIIIIIIII! � parties, but is to be used only with reference to contracts ur proposals of this Corporation R, A RFCL,fCRED LAND SURVEYOR, DO HFRffIY C,FRfIFY 10 Nomm disclosed herein, not tiYo ORDER/NCS NO. 01190327TW DATED MAY 17, 2001, PROVIDED BY NORTHWEST ONE--UHARIFR OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE PERFORMANCE CONIRACIING GROUP, TRAWAMIONA1 TITLE IN`'111"CE COMPANY AND a publicly avadabls, may ,.e used without wnnen permission FD FOUND F 0 C FIRI DEPARIMENT CONNECTION TRANSNATION TITLE INSURANCE COMPANY. WII IAMCTTF MERIDIAN, CITY GF TIGARD, COUNTY OF WASHINGTON, STATE OF OREGON, BEING FIRST UNION NA1 14i BANK, AS AGFNT FOR THE I FNDFR6, IfIAI THIS PLAT OF IR IRON ROD WV WATER VAULT 2. THE UNDERGROUND UTILITY LINES SHOWN HEREON ARE FROM A MORE PARTICUTARIY DESCRIBED AS FOLt_OWS: SURVEY RI PEO"it NI , A IRUE AND CORkFCI SURVEY MAUI BY MF ON JUNE 5, 2001 OF THE fOILUWIF�I, ,rl:CRIHED PROPEkIY: ) COMBINATION OF FIELD VERIFICATIONS AND Vr,RIOO') UTItIFY" AND t W/ WITH WM WATER METER GOVERNMENT SUPPLIED `AS-BUILT` MAPS AND ARE APPROXIMATE ONLY. COMMENCING AT THE NORTHWEST COkNEk OF THE W.W. GRAHAM I DONA'ION IAND CIAIM NO, 39; THENCE SOUTH 83'02'20' UST ALONG THE NORTHERLY ]HE UNDFRSIGNEn 11111HER CERTIFIES TO PERFORMANCE CONIPACIINC GROUP, AL AtIMINUM ® WATER VAI VE 3. SUBJECT SITE HAS 26 REGULAR PARKING SPACES AND 4 HANDICAP SPACES, LINE OF SAID IONAWN LAND CLAIM, A DISTANCE OF 952.85 FEET TO A POiNI ON THE fkAN%AIIONAL 111[i IN;URANCI COMPANY AND Ilktf (INION NATIONAL HANK, AS - NORTH LINE OF SAID DONATION LAND CLAIM, SOUTH 82'5G' EAST, 163.02 FEET FROM THE AGENT FOR THE I i ND1 Rti AS OF JUNE 14, 2001 THAI THE FOItfGOING SURVEY ` RPC RID PLASTIC CAP V VAULT 4. SUBJECT SITE FALLS WITHIN ZONE "A" (AREAS LL UM YEAR 0 16 00) PER NORHTWI SI CORNI R Of [HAI IRACi Of. LANA CONVEYED JOHN F. BRYANT BY DEED ON CORRECTLY SHOW`, (i) IBE LOCATION OF AN HIIII DINGS, SIROCIORI S AND OTHER ' FLOOD INSURANCE RATE MAP COMMUNE Y-PANEL NUMBER 410216 OUQ3 B. MAY 19, 1905, RECORDED IN HOOK 69, PAGE 335, WASHINGTON COUNTY DEED RECORDS; IMPROVEMENTS S!I.IAIII) ON IN ABOVE PREMIM';, AND IHAI, IXCIPI AS SHOWN, YPC YEILUW PIASTK' CAP IS FIRE SPRINKLER REVISED DATE OF MARCH 1, 1982. THENCE SOUIH 0925'09' WEST ALONG THE EAST LINE OF THAT TRACT Of iAND CONVEYED IHERE ARE NO VI'JAof OR Rt(ORDED EAS[MINIS OR RIGH1S OF WAY ACROSS SAID ___S__ SEWER LINE J POWER JUNCTION BOX 5. SITE: ZONING IS IL - LIGHT INDUSTRIAL BY DIED RFCORDFD IN DOCUMENT NO. 80-030552, WASHINGTON COUNTY DEED RECORDS, PREMISLS OR ANY 01HI-N EASEMENTS OR WW IS Of WAY OF WHICH THE UNDERSIGNED A DISIANCi OF 618.76 fill 10 THE TRUE POINT OF BEGINNING OF [HIS DESCRIPTION; HAS BFFN ADVISLII, NO PARTY WADS, NO FNCROAC.HMI NfS ON ADJOINING PREMISES, (ITII CATCH BASIN CONI CONCRETE 6. BUILDING SETBACKS ARE 30' IN FRONT AND 0' ON SIDES AND REAR. THENCE SOJITH 08'?5'09' WEST CONTINUING ALONG SAID EAST UNE, A DISTANCE OF EASEMFNTS, STRftIS OR ALIFYS BY ANY Of SAID HUII DINGS, STRUCTURES OR OTHER I'I'tfI I I i 481.51 F U T TO THE NORIH RIGHT-OF-WAY LINE OF S.W. HUNZIKER ROAD, 3000 FEET IMPROVEMENTS, ANI) NO ENCROACHMENTS ON SAID PRF MISI S HY HOR DINGS, PDP PEDESTRIAN POLE CONCRETE 7. MAXIMUM BUILDING HEIGHT IS 45' PER CITY OF TIGARD CODE. FROM CENTER LINE; THENCE NORTH 61'00'53' WEST ALONG SAID RIGHI-OF-WAY LINE, A STRUCTURES OR OIHI R IMPROVI MINTS SITUATED ON ADJOINING PRf MMES; (ii) THE HC HANDICAP ASPHALTDISTANCE OF 236.28 FEET 10 A POINT THAT IS 10.00 FEET FROM WHEN MEASURED AT COURSES AND MEA';IIRLD DISTANCES OF TH.- EXTERIOR PkOPf RIY IINIS OF THE RIGHT ANGLES TO THE WEST (INF OF THAI TRACT OF IAND CONVEYED BY DEED RECORDED PREMISES AND ANY IASFMENTS LOCATED ON OR AFFECTING THE SAID PREMISES; (iii) IN DOCUMENT NO. 80-030552, WASHINGTON COUNTY DLED RECORDS; THENCE NORTH THE [OCAIION ANI( NUMBER Of PARKING SPA.CF S AND 1111 IOTA( SUUARE FOOT AREA TRANS TRANSFORMER L�' LANDSCAPING 12'15'07' EAST, PARAIIEL TO SAID WEST [INE A DISTANCE OF 383.46 FEET; THENCE OF THE SND PRIMI'.IS AND ANY EASEMENTS LOCATED ON Of+ APIC[ING THE SAID TSP 1kAfFIC ;IGNAL PO[L MANHOLE SOUTH 7T44'53' I'ASf, A DISTANCE OF 5.00 FEET TO A POINT THAT IS 15.00 FEET FROM PREMISES; (iv) THI DIMENSIONS OF Alt IMPROVFMINTS ON III[ SAID PREMISES AT SI STREET TIGHT S SANITARY SEWER WHF N MEASURED Af RIGHT ANG(ES TO THE WEST LINE OF THAT TRACT Of IAND GROUND SURFACE I f W L AND THE DISTANCE THFRt F POM lO 1111 NEAREST FACING 7 CONVEYED BY DI 11) kfCORDED IN DOCUMENT N0. BO 030552, WASHINGTON COUNTY DEED EXTERIOR PROPERTY LINES OF THE SND fIFMISfS; AND Iv) THE SCNF, THE NORTH /8" IR SIGN( STREET SIGN SMH SANITARY SEWER MANHOLE RECORDS; THENCE NORTH 12'15'07' EAST, PARALLEL TO SAID WEST LINE A DISTANCE OF DIRECTION, THE Df(JNNING POINT, THE DISTANCE 10 THI NIARI`,I INTI_RFD 5/8"CAP 3500 FELT; THENCE SOUTH 7744'53' EAST, A DISTANCE OF 188.69 FEET TO THE POINT STREET AND POINT til RFFERI NCE FROM WHICH IHF PRI MIST' ARE MEASURED, THE W/A/ IN MON. BOX RET RFTNNINC WALL SWLK, SIDLWNK OE BEGINNING. WIDTH % THE Slktl I OR SIM[IS ON WHICH III[ PR[MI';f', AHUI, THE LOI AND BLOCK NUMBER SI lr'WN ON ANY FIELD MAP 10 WHICH Rf f F Rf Ni J 1. MADE IN THE ?� CFIAIN LINK FENCE O U ORIGIN UNKNOWN TOGETHER WITH AN EASEMENT FOR INGRESS AND ECRESS AS SET FORTH IN THAT CERTAIN LEGN. EfSCRIPTION of THE PREMISES IOCI THER WI1H IHF HUNG DATE OF SUCH MAP, BLDG. HIIILDING TOG[ MfNf DATED SEPTEMBER 28, 1961 AND RECORDED OCTOBER 23, 1961 IN ROOK 451 AND AN ACCURATE RE f f RENCF TO THE REAL ESTATE RFC)RDS Of WASHINGTON r II GM GAS M[Tf R 1967 IN BOOK 641 PAGE 649, WASHINGTON COUNTY, OREGON IUf N IIIYING AIL EASEMF Nl5 OF RECORD CROSSINI; OR AFFECTING PAUL 492 AND ALSO RFCORDE D MAY 15, cV EASEMENT NOTES: THE SAID PREMISE' THE UNDERSIGNED FORTHIR (ARMIES IHAT AIL STREETS co PL PL ,I ANTER ENC. f NCkOA('H(S COUNTY DEED RECORDS, OVER AND ACROSS IHC WEST 30 FEET OF THAT PROPERTY ABUTTING THE SAtll PRI MISES AND All MEANS OF INGRf'�i ANI EC,RESS FOR THE SAID �� NOTE: ITEM NUMBERS CORRESPOND TO THE ITEM NOMBERS LISTED DFSCRIBFD IN DEED RECORDED JANUARY 2, 1986 AS RECORDER'S FEE NO 86000497. A IN TRANSNATION TITLE INSURANCE COMPANY'S PRELIMINARY TITLE PREMISES HAVE HIEN COMPIEiFD, DEDICAIED AND ACCU11110 TOR PUBLIC MAINTENANCE M ; REPORT ORDER/NCS NO. 01190327TW DATED MAY 17, 2001. AREA: 94,281 ST,, 2.61 AC. BY THE CITY OF ICARD, COUNIY OF WASHINGTON. EXOPI AS SHOWN, THERE ARE NO FQ 5/8" IR 11 HI lit DING SET-BACK I INES. W/AL. CAP r (� AN EASEMENT FOR RECIPROCAL INGRESS/EGRFS PURPOSES IN MON. BOX f J! AND RAILROAD SPUR TRACT EASEMENT PS SII FORTH IN AN EXECUTED THIS _ __- DAY OF 2001 REGISTERED HELD --�� AGREEMENT RECORDED OCT. 23, 1961 IN BOOK 451 PAGE. PROFESSIONAL 492 AND RE-RECORDED MAY 15, 1967 IN BOOK 641 PAGE 649. l AND SURVEYOR O AN UNRECORDED EASEMENT FOR SEINER PURPOSES DISCLOSED THOMAS P. BEINHAI II It IS #2654 / BY WARRANTY DEED RECORDED AUG. 24, 1912 IN BOOK 884 I OREGON PAGE 224. (UNt_OCATABLE FROM RECORD). I IICTHOMJLA ASYP17, 1994 NHr�l1EE� 10 AN EASEMENT FOR SLOPE PURPOSES RECORD[ SEPT. 15, 1975 \.__ r 2654 IN BOOK 1043 PACE 971. I XP I RES 12-31-01 11 AN EASEMENT FOR UNDERGROUND SEWER PURPOSES RECORDED JULY 29, 1976 IN BOOK 1101 PAGE 308 AND RF-RECORDED SEPT. 9, 1976 IN ROOK 1111 PAGE 384. FD 5/8" IR U / X12 W/YPC (UNREADABLE) C AN EASEMENT FOR RECIPROCAL ACCESS PURPOSES RECORDED GN 0.4' / � , N' FEB. 19, 1985 AS FEE N0, 85007514. SN 21534--, SN 14173 ---- - -�-- �; OWNL:R: SN 01534 --- KI,OKKE CORPORATION -- - - -- -- DOC. NO. 9310853 ------,--- - 1D,}gc� �� n -----------• - - FD 5;8" I f? SN _ _____ — - M� I --------- _.. _-� - -.- -- SN 2109 7 Ci r EASTSIDE OVERHEAD EL FC.--- , ---- ------ ---- -__ --------- -__----- OWNER- HEL - - E - - -- s2. _____.- VAN D __ �, AN STORAG -_ - - - - — O4' , _- 000497 __- ED `,/8" IR - S6 4fl7..r1' _ __--- _ ..__ r- —--— noc. No. -- ------ _.-_. c" CONC. CURB `'-- - _- _ • .�_-- -- W/RPC _________-____----------_____--- -- .+,� )��_ FDS 8" IR --- & GUTTER _ - - -- - .___ -------- - __- --- ------- --- __G___ -r- WV, / WEDDLE" 2' WIDE --- -- W/RPC DN 0.1' CONC. 3UTTER CONC. CURB ti Ut1 'I1:)_W -- - �- __ ----- --- ------ -- --- - W-------- _- ---tiY� _EXTRUDED rS/C "WEDDLE" SN 21097 & GUTTER - FLUSH HELD f3_ —_.- CB __--------_ ---- - W - PLANTER—� GAS VALVE- - tr SN 21097 -----`-� - ---- - *� \ ( - CONC. CURB 2 r r 116 - I _ WM � / as ti1H.7t;' -- — --- ----- -��------------ SMH I I -r---- , PP w/ 5 Ofl'25'0'.1" W --r-- - ---T--- _- WV� _----------W-- _�_� S I--- -- DED ST. LT. _ I OH' -�-------- ---- _ _ _ _ ____ , c• CUR - 4R1 -- I ---- -- --- S•-- _ - -_ ( i� _ _ - - -K- EXTRUDED 'C A.C. DWY. C R ____ ! I T.P.O.H. - I —_- I '-FD 5/8" IR I ------- ------- - -`�--- I 1 / i v / O CID FLUSH ( _ _ _ I Qcc i Jam_. rr r J' r � ______ . ----- --_--r---- - -• _-____ . __ - - __ r l r o� � ! REGISTERED � UDED ------ ---------------- ----- I- ( CONIC. ! 64.0' i ® �� 7� ri i l PROFESSIONAL - ----------------- - , '1 1.0 W I / ;'; r / LAND SLJR'vE%.'OR g STAIRS _ I, I f TRANS. W ( / ; — XTRII ED ! i� o-� OFFICES ONCT CUR i F30LLARDS/ I r I r I r I CO C. C IRB- ! N N a_ / ' ..i M-1-1 T 1 TORY, 12' 1-IIGH DHT- 1 / JO,' r' `7 H.C. RAMP r 1 Q `� OREGON 1PLANTER trrR, - i l _.- Q Q �� C1TGM� \�� i /r ria' / JUL.Y 17, 19')" I -- - _. - - _ _ _ H.C. RAMP -- - _ _ -� _ _ x_.._ _ l r.,10' �? l THOMAS P. BEI��I UFR r I GATE 87.8 ., F.D.C. '� ST RS / r r 54 �Dc i CHLF. -- LIG T RFT. WALL GATE ' 30' 6')' # 2F - 19.9' STAIRS LIGHT - ' \\ -- -)E- ---d - - �- x- /r -`� EXPIRES ,12 -:T 1 1 Oj /i)WOOD: _ Tri SHED ui ••• "-- `- -• LOADING t\ DOCK r- FENCE- / -.r�/ % Qq / N 19.9' N H.C. RAMP W/METAL @10 r r/ , C��.. '� WELLS ! RAILING ON RET. WALL ^� L / r - and associates inc. f LOADIrIG-1,_ ._._ RAMP A-- � C o f 1 `LIGHT / u, J °o ,F" ENGINEERS-„URVEYQRS-PLANNERS /� ;Q ti 4230 NE FREMONT STREET PAR 2 —.- / ; / �. PORTLAND, OREGON 97213 SN 21097Zz tY+ t ! \ r 7 C) � _ \�`� 2 v a; �0 PHONE(503)284-5896 FAX:(503)284-8530 ci w w! 8015 S.W. HUNZIKER RD. _ c�i LOADING PARCEL 1 WOOD STAIRS o (VAULT tt r r / �r ;�qw f e-mail address: info wbwells cam OWNER: I �,rp r r 4S r r U� c EASTSIDE M I RAMP SN 21097 VAN AND STORAGE r I = & LANDING cJ O ll. G / rrr DOC. N0. 3609.5 ! EXIST. CONC. TILT•--UP BLDG. t� p / 1 r I U \z' Z , /� 1 RI III niNr, hF i NEW DOOR ��\ 2 STORY, 24' NIGH \�� / C, fm BLDG. AREA = 32,034 S.F. c cCR % I ,TAIR_, I /�� / wo M \` lr �r�l i1 lL Z a 6 t l IGIIT o Z T_ I FD 5/8” IR i - o o / \ �1 r1 , T ,c i w (n !.j 0 3 J ( ,r„W/RPC R I w z'J:o FD `,/8" IR I I MEDDLE r� ell s vt ` ` �. I r t n r �. I 11--h - Job by,dui W/RPC I UN o.2' o 11 >� -' 55-5736 C4 "WF DOLE" I SN 21097 STAIRS�.\ �� /, `0.' 1 i c FLUSH I 1 W 0.06' g; - - tt I , �. (fa 1 t SN 21097 I I N 0.06 l Irl --- _ r I 0 co HELD t- I- -4( 240.0' 1 i \ I r CULVERT ULEASVE T EN 2' BEYONI 1 I �- --- - - 18.2 1"I N 12.15'(17" R CHLF. BRUSH _._ -- ---- ---_--- BRUSH �; / CHLF. t w` 155.00' 2 - ----- -- ---------- - _ - �._.L - --- ,0 35.00' N 12"15'(17" E: 383.46' ( r 31.3pT'�-- 3 OWN(?R: ('[TY OF T1GARll PAR. 3 114.9 � � In � t' / � l q DOC. NO. 85007898 SN 21 OP7 'fIFI H I IN I I W t i -FD 5/8" IR - -- - - FD 5/8" IR FLUSH W/RPC - - - - - -- - - - -- - -- �---- - - - - -�__�.__ _ __� - - - j ` FD 5/8" IR SN 21097 PCI - PORTLAND (NTE "WEDDL.E" 12" PIPE �'�tSzs, SNNO19499-' � �CAPr HELD 0409' PCI INTERIOR DN 0.1' STORM OUTFALL 8' WIrjE CREEK r SN 21097 SN 244�.� ,., �--�_ �. � TIGARD - OREGON HELD N-S WEST LINE OF LINF,l D A rA ''� I PP W/ -- W 0.08 DOC. N0. 80-030552 OWNER: !'1 1" C, 63.00' ST. LT.tir THE WETLANDS CONSERVANCY DOC. N0. 44474 � -� SITE SURVEY PLAN r F 1 �,. C k i \b T r r 1i 1 'i f'h�1 L 1 lIf w li �� L . I J w � • As i 'r . • 1 ._� . _�'I • I.Al� w I � �� JI� �� 11,.J (. � � � �IL � � 1��J i'. _� ��; � � PERFORMANCE N.W. CORNF';Il I I / W.W. (rI\r111Af11 D.1 C. (�f). :i'.1 �(( � ( .-. ,r tr �� CONTRACTING INC NJR�� . �� 1�,! �1l ��I r1N ( ll �� ]� ��, �� '�I T ,'�! FD 5/8" IR TECHNOLOGY GROUP W/AL. CAP % GNAI 'I IIC SCALE 8015 SW HUNZIKER Phone 503-684 5533 IN MON. BOX TIGARD, OR 47223 Fax: 503-684 1627 I1tJAII 1) III 1111 II.�A, I I HI I ('!1011 1, 11':1, P1W, W.M. HFI D ----� % zo o to a.. u' nu roe a,.Mo�, _. . -- - CITY OI TI(I;,I'I), ( mull ('I WA' 1111It rON, STAIR 01 UPI GON _ - ltJ 02 1030 - -- 1/4'-12" J.S. Ch.,),Od by _ WIQ —..--- - - ( IN FEET 1 .36 224" V.G. .9-:A -0? SITE 1 iu�ll - 10 tt o.�o-_S1 rE D.B. 5-28 -021 Hunziker Rd, 8015 BUP2002-00152 2 of 37 NOTICE: IF THE PRINT OR TYPE ON ANY 111 I I T III IIIIIII III III H I I I I III III H I I I I III III IIIIIII III III I I III III III IIIIIII III III H I I I I I I i III III III III III I�j I( I I I III I I l i l 1 1 III III I I I I L h I I I I III ! ( I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L--I- I - -11- I - I _ - L - -_ L 1 -I I I ` L I I ,'I I. I 161 L I 1 I. _I_g.L i I -I_ 'L-- L I _10 7C� IT IS DUE TO THE QUALITY OF THE _ ORIGINAL DOCUMENT E sZ 8Z tz s7, ibZ SZ Z [Z oZ 6t 8t tit st st ibt iGt Zt tt I HIIIIIIIII�IIII�lllllllllilllllllll�llllll;ll�llll�llll�lll I � 1111111111111�1111111111ll�llLlll�!II�k11 f l � I I ►1111 (III IIIIL►IIIHIIIIIIII IIIIl11►I�IIIIfIIII�IIIIIIIII�IIII�IIII�I.1111111 ►Illlll11�1111�1111 III III► II ( III►I�IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII II►►II I► j IIII IIIIIIIII II I i J-. p,ml 5 p,,,l_nelory to Performance ,ritfocis nq m, uw it .,r uny upm5 thereutl null be returned upon request. It is not to be copied, reproduced, or exhibited to uutsrde puriros, but Is to be used only with reference to contracts w proposals of this Corporation Nothmq disrloaed herein, riot publicly avorlobte, may be used without written permsswn a I ,�+ �• T. Al6 7 e 9 10 >> LEG EN [D W♦'14 W+ W� W I W� EXISTING CONCRETE 1ILT-UP PANFL EXISTING WALL - 10 REMAIN C -- NEW WALL - 20. S1110S AT 16" 0 C WITri S/8" TYPF X GYPSUM BOARD ON BOTH SIDES I STAIR WEL' LIBRARY DOCUMENT STORAGE OFFICE OPEN OFFICE SPACE I 1 -- -- I _ - -- HALLWAY RAMP I _ - - __- R,gMFa I BATH ___._ OFFICE 1 OFEN OFFICE SPADE _____ I ROOM - E,yT,N�, -- -- I I OFFICE �Orl t F,t�T Eyal'-r� P u r1 r-: I WET BAR _ -� ---- - �_ -- , HALLWAY . 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NEW OR UPGRADED AREAS ARE SHOWN IN BOLD ( -__. --- ,`�'_ EXISTING ROOMS ARE SHOWN AS A EXISTING LANDING AND STEPSa PERFORMANCE nl� CONTRACTING INC P C I TECHNOLOGY GROUP 8015 SW HLJNZIKER Phmie 503 684-5533 Hunziker Rd,8015 TIGARD, OR 9722? Fax: 503 684 -3627 BUP2002-00152 j 3 of 3701.— er 1 030 12" J.S. 02 - -- /'�\ RP'IrInN NIAI?KFR {�_ TYrF MAF2KFR II — FINIqH MARKFk A � h .,x?4" V.G. ,4_02 FTA II fUARKFR 0.30-a 101 D.B. 5_28-02 -1 011 -... .. ............n...u......:.,... ..,' .:;.::. .- .....R+iY.YYii464 ti..°I.,'wwuwu....__ NOTICE: IF THE PRINT OR TYPE ON ANY I I r III III III III I I 1 1 1 1 1 1 1 1 III I I I I I I I I III 11 I I I c I I I I f I I 1 1 1 1 1 1 1 1 III III III III III I I I I I I I I III I I l i 1 1 III III I I I I I I IIIIIIII 11 I ' ► I I I I I I 1 1 1 1 1111 11 1 1 ! 111 1 1 1111 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, _1 -- � I �1-- I - 4L. I �L- --I �L $1 I_--�1 �U1 I_ l ll-- —� �J IT IS DUE TO THE QUALITY OF THE Na 36 �-w�:- ORIGINAL DOCUMENT 1v 6 Z t3 fZ G Z 1 87, �Z ib tt1Z i1 Z 0 ti 8 i II L�t 9�t 4 i 6 t E i Z t t t t 8 8 I L I 9 4 1' t alxur, IIILIIII III► IIII�IIIIIII►IIIIII�IIII IIIIIIII IIIIIIIIIIIIII�IIIIIII►IIII►I IIIIIIIII�IIIIIII►III►Ill I I(I (( l ,� I ) l Mil IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII 1111111►•111:11►►I�II�I►ll�lll► Illl�ll ►I III I�►► I L ll►Ulll Lll1 I � I I l � II III I�l l � II �IIII��ll�lllllllllill ll� III NII Ims print 1s propnetory to Pert.,rnionce (ndror-tiny, In, and it or any copes thereult 4 A 6 atoll be returned upon request It .g not to t» cupred, reproduced, or eatubiled to outside Parties, but is to be used ordy with reference to conlro,is ur proposole of this Corporobon 5 A106 ' 7 8 Nuthmg disclosed herein, not publicly oml-ttle, moy be u3ed wrthuut written permrtiaron 24'-0" 24'-0° 24'-0" -- ,. ,. .- --- -. _ 34r• L E G E N D 24' 0" " Ex15TING CONCRtTE TILT-UP PANEL 8'-II 5/8" 20'-II I/8" 19'-I I/4" i - tw3 V4N 3-1 V1 I 14'-b 1!1" I I EXISTIW-x WALL - TO REM41N NEW WALL - 2x4 5TUC5 AT I(r," OC U)ITH I I 5/8" TYPE-x G'Y'PSUM 804.RD ON BOTH 1221 I I SIDES I • _ I i `fl I ROOM VENTIF ICATION - SEE FINISH R-100 O 5 H lin; I i C EDUL E 100-1 DOORS - vEE DOOR �CNEDULE I I i lY l I �R-121 R-122 R-123 I I R-124 4 Ir I I 25-1 1 ' r I in I � i I I I R-125 '^ R-126 R-119 R-120 I r i I � 34'-10 1/8" 1 10'-1" I 211/2 --� 123-2 I I I ® .. .... 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IT IS DUE TC: THE QUALITY OF THE III_I I II—I II- - 11�1111 — _--- - -- --- � 3e ORIGINAL DOCUMENT �I E, •r.;-.:S.. 9II9IIIIII II�IIII411 �tIII�I OIlt �llllli11e9llu � 11�111lilll�IIII�IIl�ll! IIIIIR11111IIIIZ11111 Illl11S11�l - Zl0111IIli11111111IIIII 1it! I11111h)kNt ll r. Phis print is proprietary to Perlormance Contracting. Inc and it or uny copies thereoll A *4 be relurned upon request 11 is not to be copied, reproduced, or exhibited to outside 4 5 parties, foul is to be used only with reference to conlrurts ur proposals of this Corporobon A10 l) V Nolhmq disclosed herein, not publicly ovodoble, may be used wdhuut •utlen pvrrmssion i, 24' 0' 24' 0„ 15'-3 U4" 4'-6 5/8" 4' 5" ?©'-II 1l8" 19'-1 1/4" 7777777771,71,7W7zz777,7P77zz 7717777-1771,77, 77 777 77 7,371 77 r f I i 1 R-210z7IM"1177 77 101I ZlZ 71 Al W r R-209 � I I a R-211 R-212 4 201- 13 01-13-4 5/8" 4'-5.. _5.. _ __ 36 II I/8.. 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ROOM IDENTIFICATION - SEE FINISH I R-204A Fl-2Q0 SCkEDULE 11001 DOORS - 5EE DOOR :,c HEDULE , I 131-4 5/8" 38'-4 1/8" I 35'-9 1/4" 12'-9 3/4" 20'-6" I I I I I I [.1111 t-lrll, KE I I I I I N I I I 55-5736 DATE z i - ------- --— - I PCI - PORTLAND INTERIOR TIGARD ORFGON SECOND FLOOR I I MODIFICATION FLOORPLAN I PERFORMANCE Hunziker Rd. 3015 FsUP2002 00152 CONTRACTING INC 5 of 37 TECHNOLOGY GROUP 8015 'W HUNT_IKER Phone 503 684 55 3 TICARD, OR 97223 Fax 503 684 3627 , • ti,,,, ., A -- 1/4"=12" J.S. 5-211-02 1030 r rw e,— rtiu A106 Q RE /ISION MARKER t - TYPE MARKF R �-- FINISH MARKER A - A .36"x24" V G. 5-98-172 maw�./ - A1(Hl — SECTION MARKER -- -{- DE7 MARKER ....... �.. r.. .- ... ....w�.......+..�.......-.c.».....rw..... ...�. .. T 01 ...rte•...-........e..w.w..-,.. .— . ....r .,. _ ....,.,-.,.— NOTICE. IF THE PRINT OR TYPE ON ANY I I I l I I I I I ' III III 1 1 1 1 1 1 1 ! I'I I I III III I I III III III III III 11! III I I i 11 IIi III III III III III I I III III ill !11 III III III I 1111 III 1 111 1 1 1 IIi III 11 1 11 11 III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I I I I I I I I I 121- IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL. DOCUMENT I E 16Z 8TZ LZ II 9jZtT861t 811 L�l 9jt i l6 - 18 �G �9 �S ZI II ��teuw III I I IIII Illllllllllll liil IIIIIIIII�IIIIIIIIIIIIIIILIII�IIIIIIIIIIIIIIII Illllllillllll��lll IIII�IIIl 11111111 I111I1111 IIII III IIII�IIII 1111 IIII IIII IIII lill�lill Ilil1111'It'll-l—Jil111IIII�IIU lllllllll llll�lllJ 11.1�1J11,IJll�lll U1 1111111 11111411 This print is proprietary to Pertormanrr ,.ontracGnq, Inc and it or any copies Ihereoff Mall be returned upon request. It to not to be copied, rrprodu.eJ, or exhibited tv outs4e Portes, but is to re used a* with relerence to conllncts orto 1 p posols of Itus 4olpnn,ti1)n h,.11..,y dsclosed helem. not pooh,Ii 110(iliQ le. rnav be used •it it written pen a: e9 to 11 LEC EN [J I - I {; C L•l r f � II - -- 010 7-1 G._� r a -. "_'_ „'••":�. -- - - ..._ _''� _..� - .,._._ __, -.-----.,rte.-. -� --�_.__..__�_ _ --.-_.� _ __ i : _ I I -- ---- -___ 1 gr - i r !r I � �- v..L �.. .♦ .r r»sl _--�-_-__' ._.._ ___._._'_ ..__ __ ....._.._.. I I _r._._we � � ..;'.• i ,.. . e.. ' • �. - ...w�.w.. a.n r+e.. :: ' ,m,r� :a.... r _ I • I I SECOND FLOOR I 3 4 I , A ! Aloe 6 7 8 9 10 11 : I I I �._' �'� .._. 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U3 1 4 5-28-02 NOTICE- IF THE PRINT OR TYPE ON ANY 1 IIIIIIIIIII IIIIIII IIIA I IIIIIII IIIII �I � IIIIIIIIIIVIIIIT— I I II IMAGE IS NUT AS CLEAR AS THIS NOTICE, 1 13 �__l_______ ___I _-_--- -1 $ - �� f IT IS DUE TO tHE. QUALITY OF THE No 3e �,,W,��,,.... � ORIGINAL. DOCUMENT til, z 6 t f�t G1 9i 4 t 1bt s t ti�t T t i 8 Gll�llll IIIIIIIII IIII�IIII�IIII�IIIIIIIIIIIIII )L1 11 I I I I I I .I 1111111111 I11111111�II111111.Illlllll 111.11111 ff �� 11111 11 IIIIIIII,IIIIIIIIIIIIIIIIII1III Ill II I II 11 111111 I�IIII II�IIII111111111►Ilri illllI �l � IIII IIIIIIlIIIIIIIIIIIII llllllW ! IlII��llllll1111.l11111 ,r u�,.!llu��!!�lu��ill►�I►.I SII „1X1,1 n proprietary to Pertain:'.,l' In. „1.-1 rl In any wpu•. I1.:Ie- t AM be returned upco request It Is not to be copied, reproduced, or exhibited to uutsYde goitres, but Is to be used only with reterenre to contracts or pruposats of this Lurpoolllon NAI.inq disclosed herein, not pubhr ly available, may be used without written perm. slon A AI06 6 7 8 9 10 11 LEG EN L7 _ I NEW 5U5Pf”^!r)ED GRID CEILING S, STEM E>eI5TIN6 CEILING S'r STEM qv I - - -- - ._ — _ � _ i I i rl, rr,;--• - �, ft•,rrq r�..�r�� (I ! II I ! I ' n. LII i FI I�iiii ii .tl rw _ 1 1 ' ._—, -` -- _ _. p•'-'•�—+�� Y t•I N� 1 y,1�I i• - _; � r t..l .,: I ...t� '. I I .« I I. I 11.E !.Lk.. ._.;_ _. i _-I _ --- 1 I I r I : - __ -� .. � '/t t� Lt�1 r� 1!J_l 1!.' ✓, , � �I !' I( �. A ..ti i.L '. 1 , � I I ly I HVAC REGISTER SPRINKLER III LIGHT FIXTURE SEE HVAC PLANS SEE SPRINKLEPLANS SEE ELECTRICAL PLANS SECOND FLOOR I I HVAC REGISTER 5PRINKLER LIG"T FIXTURE SEE HVAC PLANS SEE SPRINKLER PLANS SEE ELECTRICAL PLANS 3 4 5 A AIM 8 7 8 9 10 11 EXISTING CLEANROOM CEILING 5Y5TEM Ci _- _._ .... O CU © © I ! ( EXISTING CEILING SYSTEM NWR D b D CU - - -_— - _.— - ___._ I , y..l•1; '1 t, '}r � ` , ! I MM,n i R1,1� �� II I . ' Ill'' n;.i.� ;i� �pYp,•4 I 1 i ; -__.._ .... - _{.._. •ti 1 . ' 1 1 , 5 _ t .. � 1•f T1'I'r'___-.. _. 111 , Y I ! 'FL ._ _. - - — ._ - __ — - _ .�� wi � I ._-_ .' 1111,.iti . ... _-_�1!-i.l,_.l�__... 1 .•I 1 .�_ I ' , 1 m 81 ---------- .0 -------- 4,• ,t s• ':�.r.r{ I I . •r}� rri r1 1 .... f,: f:i.. I I L .Wmkft 1 , I' -``-_-. .__-`____- , . I ' 1' '. � r 1.1 t� � 1 1 ,t i �1' •i M �� I 1 _.-. __ `✓ ® I , IU I ® � I ... _ �.1 ...I ..l.j �. tl J..l�l.,r� � ! � ^ �� I , � ,Y ! 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M I,-\ w n CO) IN a A r ' I i r_ r mCCv2 U G V LL [ L [LC M 11 to 9 e � a 4 3 Z t I I i + I I ' i i : r N A B C o 55-5736 717" 71 I I f } I PCI - PORTLAND I [. NTERIOR TIGARD O r(;nN 1 lk r _ ELEVATIONS � v IF-T1 \� ,-. P--, [1 , [ [L [� �v� A- � CC)) V - Irl ' Hunztker Rd.8015 PERFORMANCE BUP2002-00152 C O N T Fk A C T I N CI N C 12 of 37 IMPCI , TECHNOLOGY GR(-)UP 801 5 SW HUNZIKER Phone: 503. 684 5533 TIGARD, OR 97223 Fax 503-684 1627 I 0111— by Jor, 12 J.S. { 02 REVISION MARKER 1 030 TYPE MARKER ��----- A f,hed by FINISH MARKF-R ..��__..-- c;Fr'TIr1NM4RK�'R A -� x?4" v.r, �, .,,�.n2 ��•,,,, - E�Tn 11 MnRKt"� 36' Am 030—u 109 0.U. 5 18-02 9 NOTICE: IF THE PRINT OR TYPE ON ANY ilii �l1� 111+111 111ii11 , 11+111 Ilt �lll+ 11 � + 111 111(111 tJT(iTT i�l(11f ill1i t IJflfli I(I(III TII(IjI l�l(f 111! 1111 1111111 1111111 VIII 11111111 1(11111 1111111 1111111 1111111 VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I ! 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CONTRACTING INC- 01 - TECHNOLOGY GROUP 8015 SW IIUNZIKER Phone: 503-684 55ii HunzikerRd, 8015 TIC1ARD, OR 97223 Fax: 503 684 3627 BUP2002-00152 13 of 37 „uwr, ,., N,•.•x�l = 12 J. ti'1�—oz 1030 -- — --- r' A 36'kP4" v G. �, 28 02 t RF\'ISInN P•3ARKER - TYPE MARKER at --- FINISH MARKER AA ,ECTI(1N ti1•�RKER -- --- {� DETAIL MARKEF - A um 01 NOTICE: IF THE PRINT OR TYPE ON ANYI I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I 1 1 1 III I I I II I I I I l I i I I I I I I II I I ► I I I I I 1 I I I 1 111 Ill 1 I 1 I I I I I i I 111 111 111 11 ( I I I I I I I I l l l l l l III I I I I I I I I I I III III 1111111 III III 1 1 1 1 1 1 1 I I I I I I I V I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - I- - -ZI -- -31 -_ I 41 I--- i - - - 6l- - - I !1._ —I -- $I _ �I I 1�I I 111 I l� )00 IT IS DUE TO THE QUALITY OF THE No 3e �� ) ORIGINAL DOCUMENT ��` 8f7 B Z G�T 9 ti y11 z it�7, >r:lZ y [hiko z [ 8 I t T � 9l y l ib�i E i Z>< i t 1 s 8 c 9 'b E 9i� 11llIIIIIII 111111111 II1111111 ►I►IIIIIIIII 1111 I oo�� J.19 I►1111 II IIIIIIIIIIIIIIIIIIiIIIIII ►Ill�llll lllllllllill►Ili IIIII I I 1 l Il LIII I I W� 111 l� IllII�IIIII�IJII Ms print is proprietary to Pertorrnant a Contracting, Inc and It or any copies (hereon Shall be returned upon request It is not to be copuld, reproduced, or exhlbrted to outs,dr parties, but is to be used only with reference to contracts or proposals of this ('orporohun Nulhmy disclosed herein, riot Pubbt ly wuduble, may be used without written pnrrnmsron LEG EN [7 _ l LEGEND 10111 J SEAT COVER DISPENSER TSCD t_ in ) - h Ln h I r + 1011 ET PAPER DISPENSER / 1 A _ SANITARY NAPKIN DEPO`ITOR INS TAL L IN EACH W C IN L A(liF'_; ROOM SOAP DISPENSER R-115 MEN'S ROOM R-116 LADIES ROOM Ul PAPER TOWEL DISPENSER in GENDER SIGNS 1 1/2" 1 1/2" i i '� nD INSTAL L IN HALL WAY NEXT TO DOOR AT 60" A F F t L"i 12 •• 12 --_�_- r 15'-31/1" PLAN VIEW GRAB BAR DETAIL 1 5 i l I m 0 ' II - -- • 12" 11 (CL 73 — ( TSCD I I --- -__ TSCD I I ate= I I--_ .1 .I C). Z z ; I INSULATING ell/ c•, \\ r•' N rn SLEEVE 2'-6" 1'-4" 1'-4" 3'-6" 12" • 1'_6" 3'-61/2" • • 1/2" 2'-6 1/2" 5'-0" 2' 0 5'-5 1/2" • 9.-8., S'-11/2" __ 5'-S" ,. 5 -1 14'-9 1/2" 10'-6" 2'-0 1/2" 3'-0" • MEN'S ROOM - WEST MEN'S ROOM - NORTH MEN'S ROOM - EAST _ MEN'S ROOM SOUTH - � �-1fl-1 nl nlNh l� 1 1 T n.onch - ,loft No-L- I JJ 55-5736 I t ilk i l l I I I i N , r 4 TSCD - --- - - - — - _- 1 t - t) — — TSCD T � ! 3 Q - , SND I _ _ INSULATING ' I - N _ - , 1 _ i I INSUL ATING I ' 4 rn O cV IZ 1 1 i _. Si FIVE i I m .o E ' i SLEEVE », PCI - PORTLAND INTERIOR TIGARD - OREGON 12' 3'-6" V-4' V-4' 2' 6„ 2'-6" 2' 6" 3'--0" 2'-01/2" 3'-81/2" , 9" 5'_0" FIRST FLOOR 14'-8" 2'-8" 3'.0 3'-6" 5 6„ 3, 6„ 1, 6„ 10�-6'� � 14 -a" ,o� 6„ BATHROOM PLAN LADIES ROOM - WEST LADIES ROOM - NORTH LADIES ROOM - EAST _ LADIES ROOM SOUTH BATHROOM ELEVATIONS P C I PERFORMANCE CONTRACTING INC TECHNOLOGY GROUP Rol r, SW HUNZIKER Phone: 503-6184 5533 Hunziker Rd, 8015 II(,ARD, OR 9 722 3 SUP2002-00952 Fax: 503-684 1627 14 of 37 • ..� _ : ? � 112 . L, ' 02 /1\ RF 'Icv)N Ik,AARKFR / >--- -rvr1F P4Arnerr A , 1030 FINISMAR► FR � DETAIL. MARKU IF N,04 { k r. ' r,. u 00-011110-B.' ',5-2' 8-021 A-1 11 _.� r .. .. NOTICE: IF THE PRINT OR TYPE ON ANY IIIIIi Ijl ' II � � II ' II III , JI ( JII II III II III JI IIJ JI � JJIJ JI J J J � J tJ IIIJI J J IJ , IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE (QUALITY OF THE No 36 . :.. ORIGINAL DOCUMENT £ + 8Z 8Z LZ 9Z 4Z I �17. SZ Z IZ 07, 6I 81I LI 9T 9�T hT ST ZT TT I T I 8 711111[al 9 9 S Z Id IT911111M ILII IIIIIJIJ►IIIJI�III{ IIII�IIII IIII�IIII�III►►►III II II I f �IJI11 I III �II�III�III IIIL�IIIIIIII + 11 Illlllllllllllll�llllfllllllll ++Illlrlll�ll II II I .III I►IIIIIIIII�IIII I�IILIII�III1111 1 2 4)[ IIIIIIIII Illllllll IIIII{I�III�IIIl Illilll111 lhn hr nt ,s proprietary to f errarlTIUM e- t.untrachny, In- and it or any copies thereott ah,dt be returned upon request If ,s not to be copwd. repraduced, or exhibited to outside poibes, but ,s to be used only with reference to contracts ur proposals of this l.orpurubon Wthmq disclosed herein, not pubhLly available, may be used without written permission 1'-6" LEG EN n L - -_ LEGEND i TOILET SEAT COVER DISPENSER I , m TSCD TOILET PAPER DISPENSER 4 6„ , SANITARY NAPKIN DEPOSITOR INSTALL IN EACH W C IN LADI« ROOM - SND R SOAP DISPENSER Ln R-205 UNISEX BATHROOM R-206 OFFICE - PAPER TOWEL DISPEL,,LR 6'-10" -- GENDER SIGNS IN� INSTALL IN HALLWAY NEXT TO POOR AT 60" A F F c, 12" r LF f I�fMNJ,/ FLAN VIEW - I 0 6" • T-0" (I /1� I ----- SND TSCD ] - TTT - -__ i • 1'-6" 3'-6" l'-7" 3'-0" 4'-9" 5'-1" 6'-5" 6'-3" 1'-6" 2'-1" 3'-0" 10'-0" 12'-10" 11'-6" 12'-10" fAl hi ; IN(l) KE r BATH ROOM - WEST BATH ROOM - NORTH BATH ROOM - EAST BATHROOM - SOUTH Hranch - Joh N.,r�M, 55-5736 DATE Lu 1 -- P;S 4 usl...ner PCI - PORTLAND INTERIOR TIGARD - OREGON SECOND FLOOR BATHROOM PLAN BATHROOM ELEVATIONS PERFORMANCE CONI-RACIANG INC TECHNOLOGY GROUP Hunziker Rd, 0015 801 5 SW HUNZIKER Phone 503 684 5533 P C I BUP2002-00152 TIt,ARD, OR 97223 Fax 503-684 3627 15 of 37br 1.12. -1z' J.S. ,r;'i 1030 Checked bl - A /� I� A A 1F",r?4" vt^ DINISH MARKERA100 _ _ ,EC TIul ii i%%,JLLH A100 �' LL I tAIL MAI: b� .:,,U\ - - Ami 12 Uule 0J0_o 1121 D.0. 5-28-02 xs• NOTICE: IF THE PRINT OR TYPE ON ANY III 1 I I I III III III III III I I III III ! I I I I III III III III III III III I I III I I i I I III III III III I I III III III III I I! III III ! 11 1 1 1 III 11111 11 III III 1 11 11 1 1 1 1 1 1 1 1 1 11 1 111 ! x ( t IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 ......� e.J t.c_ IT IS DUE TO THE QUALITY OF THE "o'° d>� 8I Z gz I!L!' Z II 9�i�II s�I Z �IIiIbI�IzIIIIIIsIIlIzIIIIIIIIItiIIIL�illTlflllll�ll0ll��llllllllii � 8iI L�[ � 9iL � 9f t � fit tl tiiel6ORIGINAL DOCUMENT24X llll�l�ll�SllllIlllll1lLlllllllllll8lJll�llll1l9ll1.11I 1111I�1'1.11.I1111E S I t�er.�w 11111�I111111IN11 VIII III IIIIIIIII IIII�IIII� IIIIIIII II�IIII IIII Ihss print is propnetory to Herhxmgnce Contracting, Inc and it or any copes thereoll .hull be relurnud upon recluest It ,s not to be copied, reproduced. or eahibted to oulsrde port,", but is to be used only with relerence to contracts or propusals of thjs C"potation ROOM ROOM WALL FINISH CEILING COUNTERS/CAEINETS 4 — ROOM — DO --r- — --R Notluny disclosed herein, nut publicly ara,lable, may be r,Yed e,th„Ut wt tten perm,b,wn - FLOOR , BASE DOUR ROOM DOOR DOOR ��NWR FIRE N' �M�'✓ER NAME SOUTH '.VEST NORTH EAST HEIGHT TYPE FRONT UPR t NUMBER NAME SIZE TYPE GROUP I RATING= REM R<5 LEG EN 100 OFFICE F-1 5-1 P-2 P-2 P-2 P-2 8'-0" C-1 --- --- --- I, 2, 4 �^ 100-I 1 OFFICE 3'-0" x 1'-0" x I-3/4" A I — 101 OFFICE F•I 5-1 P-2 P-2 P-2 P-1 8' ®" C-0 --- --- -•- I, Z, 4 - 101-I OFFICE 3'-0" x I'-O" x I-3/4" A I i -- - - - - 102 LOBBY F-) I B-I P-3 VP-I i P-3 -'-3 8'-0" C-5 PL-1 PL-I --- �' - '_ _ m — ": 10? I Y 3' 0" x 1' 0" x 3/4" - -- - -_ - -- -- - -- --t--- - -- — LOBB - I- B 103 ADMIN _ ICE F-1 B- - - --- -_ --- _ — 103-1 ADMINISTRATION 3'-0" x T-0" x 1-3/4" A 1 P-2 P-2 P-2 P-2 8-0 G I _ 1, 2, 4 104 OFFICE F-1 5-1 P-2 P-2 P-2 P-2 8-0 C-I I, 2, 4, 5, 6 104-I OfFIGE 3_'-PJ" x 1'-0" x I-3/4" C I0 105 CORRIDOR F-1 B-1 --- P-3 P-3 P-3 8'-0" C-5 --- -- --- I, 2, 4 -- 4-2 OFFICE �— 3'-0" x 1'-0" x 1.3/4" 15------------ 10� CONFERENCE ROOM F-I 5-1 P-3 P-3 P-3 P-3 8'-0" C-4 --- --- _ --- 1, Z, 6, II 106-1 CONFERENCE ROOM STOREFRONT J 10-1 HALLWAY F-I 5-1 P-3 --• P-3 - --• 8'-0" C-5 PL-1 PL I PL-1 I, 2 106-2 CONFERENCE ROOM 3'-0" x 1'-0" x 1-3/4° - ------- ----- — ----- - -- -- — _..a -� __—. - --- -- _ — 36" 36' 36' 20" 36" 108 ADMIN OFFICE F-1 C I P-3 P-3 P-3 a-3 8'-0" C-4 PL-1 PL-1 -- i 2 - 0 " " tr —_ - -._. __-_ _- -----_-- TYPE -A TYPE -B TYPE -C TYPE -D - 109-! OFFICE 3 -0 x 1 -0 x I-3/4 A 109 OFFICE F-I 1 B-1 P-2 P-1 P-1 P-2 8'-0" - -- ---- .. 1105-I HALLWAY 1'-0" x 1'-011 G — — -- - ---- --__ - _1 -1 - --- ---- - — - f C-5 - - — -- - 4 110A CORRIDOR VCT-2 B-I - P- P- P-I 86-011 --- --- --- 1105-2 HALLWAY 3'-0" x T-0" x 1-3/4" C 1 20 MIN. 1, 9 IIOB CORRIDOR VCT-1 5-1 P-1 P-1 P-1 P-1 8'-0" C-5 --- --- --- ►II-1 HALLWAY 1'4" x 14'-0" H 4 - - - - G- 111 CORRIDOR VCT-1 B-? - P-I P-I P-I 8'-0" � C.5 --- --- --- III-3 ---- -- _ - ---HALLWAY 1'-0" x T-T-01, 4-— - ---- 111 CONFERENCE ROOM F-1 5-1 P-4 P-4 P-4 P-4 8'-0" C-5 --- --- --- _ 112-1 CONFERENCE ROOM 3'-0" x 1'-0" x 1-3/4" C i 20 MIN. 2, 5, b -- 113 BREAK ROOM VCT-2 B-1 P-1 P-2 P-3 P-4 8'-0" C-5 PL-(P PL-I PL-6 113-1 BF-A1C ROOM 3'-m" x 1'-0" x 1-3/4" J 6 3 114 HALLWAY VCT-2 5-1 P4 - P4 P•4- -- - 8'- = —__--- --____-- ---_-__. 0° C_g ... --- t e._�:.:__ 115-1--- MEN'S ROOM _ V-0" x T-m' x 1-3/4" A ? 3, 4, 5 115 — "FN'S ROOM M-1 5-1 P-3 P-3 P-3 P-3 8'-0" I C-5 PL-1 PL-8 -'- LADIES ROOM 3'-0" x 1'-0" x 1-3/4" — A 2 3, 4, 5 IIb L IES ROOM M-1 5-1 P-3 P-3 P-3 P-3 8'-0" ! C-5 PL-1 PL-8 -•- 118 I RISER ROOM 3'-0" x 1'-0" x 1-3/4" A 1 I 111 HEATER CLOSET CONC. --- •-- --- --- - --- --- --- --- --- II9-I IC - ---- -�- 1 - - - - - --- - ---------_.. -- -1 -- -- OFF E _ " x - " x 1-3/4" A 3 20 MIN. 2, 5, b, 1 118 CORRIDOR VCT-2 5-1 P-1 P-1 P-1 --- 8'-0" C-0 --- --- --- 1, 2 121-1 CLOSET 3'-0" x T-0" x 1-3/4" A 2 3, g 119 OFFICE C-1 5-1 P-2 P-2 P-2 P-2 8'-0" C-1 --- I •-. I -.. 122.1 STAIRWELL 3'-0" x 1'-0" x 1-3/4" C 3 10 M!N, Z, 5, 8, 9 36" 36" 36" 12C CORRIDOR VCT-2 5-1 P-1 P-1 P-I P-1 8'-0" C-5 --- --- -•- 123-I TYPE -E TYPE -F CLASS ROOM 3'-0" x 1'-0" x I-3/4" _ G 3 20 MIN. 2, g, b, 8 —_— --- —.__ .._ _ .. --— -- ----- - ---• -- - _- - -- --- -- --- 121 STORAGE CONC --- --- --- --- I --• I?3-Z CLASS ROOM 3'-0" x 1'-0" x 1-3/4" A --- --- --- --- --- __- 2 b 122 STAIR WELL VCT-2 5-1 P-4 P-4 P-4 P-4 8'-0" C-5/b --- --- --- 9 124-1 CLEANROOM 3'-0" x T-0" x 1-3/4" F I i 123 CLASS ROOM F-? B-I P-3 P-2 P-4 P-2 0'-0" C-Z PL-5 PL-1 PL-5 _--- 124-2 CLEANROOM b-0" x 1'-0" x I-3/4" --- 124 CLEANROOM _ 10 125-I COPY ROOM 3'-0" x 1'-0" x I-3/4" C — 3 20 MIN. _- ?, 5, 8, 9 Poll ------ -- 125 PRINTING ROOM VCT-2 5-1 P-I --- P-1 P- 8 -O C-2 — i 126-I OFFICE 3'-0" x 1'-0° x 1-3/4" A I i - , ------ — --- n 126 OFFICE F-0 5-0 P-1 PI P-1 P-I 118-1 OFFICE 3'-0" x 1'•0" x 1-3/4" A 121 HALLWAY VCT-2 5-1 P-I P-I P-1 P-I 8'-0" C-0 --- --- I I 00 - - - — -- -- 128 OFFICE F-0 5-1 P-2 P-1 P-1 P-1 8'-0" A-1 --- 2 n j� �.f� 200-I OFFICE 3'-0" x 1'-0" x 1-3/4" D 2 3, 1 201-I CORRIDOR 3'-0" x 1'-0" x 13/4" C Z 20 MIN. 2, 5, 8 200 OFFICE F-2 5-1 P-2 P-2 P-2 P-2 8'-0" C-2 •-- --- — -- 1, Z, 4 — __-- r J L----- 205-1 BATHROOM 3'-0" x T-O" x 1-3/4" A 2 3, 4, 1 201 CORRIDOR F-2 5-1 P-3 P-3 P-3 P-3 8'-0" C-2 --- --- --- I, 4 206-I - - OFFICE 3'-0" x 1'-0" x I-3/4" — - - _ -. -_ _ -- - - -- - -_CE- D 2 3, 1 202A CORRIDOR F-2 5-1 -- P-3 P-3 --- 8'-0" C-2 PL-6 PL-I PL-6 I, 2, 4 60 108-I OFFICE 3'-0" x 1'-0" x 1-3/4" D ? 3, 1 +- 84" 168" ZID?B CORRIDOR F-2 B-i P-3 --- P-3 P-3 8'-0" 0-2 --- - --- I, ?, 4 TYPE -G TYPE -H 210-1 OPEN OFFICE 3'-0" x T-0" x 1-3/4" C 2 2, 5, 8 103 OPEN OFFICE F-2 B-I P-I - P-1 P-1 8'-0" C-2 -•- --- --- I, 2, 4 212-1 FILE ROOM 3'-0" x 1'-0" x 1-3/4" A I I OFFICE 3'-O-"--x 204A CORRIDOR F-2 5-1 --- P-3 --- P-3 8'-0" C-2 --- --- --- I, 2, 4 -- - - - ----- -- _ 215-I 1'-0" x 1-3/4" A I I I 2048 CORRIDOR VCT-2 B-I P-3 P-3 P-3 P-3 8'-0" C-2 --- --- --- I, 4 N 205 BATHROOM M-1 B-1 P-3 P-3 P-3 P-3 8'-0" C-5 PL-8 I PL-I 206 OFFICE F-1 5-1 P-I_ P-1 P-1 P-I 8'-0" C-0 --- --- i --- I, Z •' -- r n - -- — HA OWARE GROUP -1 HARDWARE GROUP -? 201 PRINT ROOM F-0 5-0 P-1 P-1 P-1 P-I 8.0 C-0 --- --' i -'- ' FINISH: 208 OFFICE F-2 5-1 P-2 P-2 P-2 P-1 8'-0" C-2 --- --- - BLACK ANODIZED -- Go EXISTING HARDWARE (TO REMAIN) 1-1/1 PAIRS OF BUTTS 209 STAIRWELL F-2 5-1 P-4 P-4 P-4 P-4 --- C-6 --- ! --- --- PASSAGE SET I DOOR STOP 210 OPEN OFFICE F-1 5-1 P-4 P-2 P-4 P-2 --- C-b --- --- --- 211 LIBRARYVCT-2 B-1 P-1 P-2 P-3 P-4 8'-0" C-2 --- --- --- _-- - _ I —_ HARDWARE GROUP -3 HARDWARE GROUP -4 212 FILE STORAGE VCT-1 15-1 P-1 P-1 P-1 P-1 8'-0" C-2 213 _ NOT USED y — 128" 36" 2" 1-1/2 PAIRS OF BUTTS STANDARD SLIDING DOOR HARDWARE ' -- -__ __ -- ---- ------ ----- ----- ----- -- - --- ------ - -- --------- LOCKS T 214 CORRIDOR F-0 5-0 P-0 P-0 P-0 P-0 8'-0" I C-0 164 1 POOR STOP ___ ___ __ E WITH PULL HARDWARE TYPE -J (ALUMINUM STCf;Z FRONT) ?15 OFFICE F-E B-0 P-0 P-0 P-0 P-0 8'-0" C-0 --- --- --- HARDWARE GROUP -5 1-1/2 PAIRS OF BUTTS PUSH/PULL HARDWARE FLOOR COVERING RUBBER FL00P BASE I DOOR STOP F-0 EXISTING CARPET (TO REMAIN) 5-0 EXISTING BASE (TO REMAIN) F-I CARPET, MONTEREY 0239 MISTIQUE, 1'328 FIG B-I JOHNSONITE DC63 BURN UMBER DOOR SCHEDULE REMARKS: F-2 CARPET, CONSTANTINE COMMERCIAL, MINESWEEPER C112K.01 GUESSING GAME M-1 MARMOLEUM REAL 3048 GRAPHITE VCT-C EXIST;NG VINYL COMP051TE TILE, (TO REMAIN) I. EXISTING DOOR VCT-1 ARMSTRONG EXELON 51941 POLAR WHITE VCT-2 MANNINGTON BRUSHWORK 113 FLCRENTINE 2. 20-MINUTE RATED DOOR WITHIN I-HOUR RATED WALL, WHITE MAPLE VENEER WITH NATURAL. LOW GLOSS FINIS" 20-MINUTE RATED HOLLOW METAL DOOR FRA:"1E ASSEMBLY, PAINTED "WESTERN WHITE". 3. NON-RATED DOOR WITHIN I-"OUR RATED WALL, WHITE MAPLE VENEER WITH NATURAL LOW GLOSS FINISH. WALL FINISH CE1,.1NG NON-RATED HOLLOW METAL DOOR FRAME ASSEMBLY, PAINTED "WESTERN WHITE". P-0 EXISTING PAINT ("TO REMAIN) C-0 EXISTING ACCOU5TICAL TILE (TO REMAIN) 4. PROVIDE STAINLESS STEEL KICKPL.ATES ON BOTH SIDES OF DOOR P-1 ICI 2014 C-1 UFG MARS CLIMAPLUS (5Q), DONN DX 6RID P-2 MILLER 8203M GOBI BEIGE C-2 U5G OL1'MFIA MICRO CLIMAPLUS (5Q), DONN DX GRID 5. PROVIDE DOOR CLOSER. P-3 MILLER 8114M PENL.AND C-3 USG SANDDRIFT (FL) TEAL 563, DONN CENTRICITEE TEAL 563 P-4 MILLER 8624M STEEPLE GRAY C-4 USG CURVATURA, SEE PLANS 6. PROVIDE SOUND GASKETING. IN P-6 FAINT, (DESCRIPTION) C-5 GYPSUM BOARD, PAINTED SATIN WHITE VP-! VENETIAN PLASTER, COLOR: NATURAL C-HERR'T C-6 EXPOSED ROOF 5TRUCTURE, PAINTED I. PROVIDE COAT "OC. ON INSIDE CSF DOOR- 8. OOR8. PROVIDE SMOKE SEAL.. C41.--INET PIN15H - COLINTERS CAE',INET FINISH - UPPERS/LOWERS 55-5736 t I9. DOOR TO OPEN FREELY DURING BUSINESS HOl1RS, ll4T"OUT SPECIAL EFF^RT OR KNOWLEDGE FCBT A SIGN 'r v oA t t ,.u,I I�.IN ! PL-C" EXISTING PLASTIC !_AMINATE, (TO REMAIN) PL-5 I,EVAMAR W-8-322T, HONEY MAPLE ABOVE THE DOOR READING: "DOOR TO REMAIN UNLGCKED DURING BUSINESS "OURS - -- _ PL-1 PIONITE AV191 SUEDE, SLATE ELEMENT PL-6 NEVAMAR W-8-340M, CLEAR MAPLE l0 CASED OPENING, PREPAKF FOR FUTURE DOOR INST ALLATION --`- - -- - -- _ PL-: NEVAMAR MR-3-5T, NAVY MATRIX PL-1 "NATURAL CHERRY" t PL-8 PIONITE AVISISUEDE, 51LATE ELEMENT 2 PL-9 NEVAMAR 5-6-311 STl1pl0 GRAY i RCC1'1 SCHEDULE REMARKS: GENERAL DOOR NOTES: --- -_ -- I, PROVIDE ADA. Sic; :5 AT EACH BATHROOM, MOUNTED 6O" AFF. TO CENTERLINE ON LATCH 50E OF DOOR PCI — PORTLAND INTERIOR I. RLFL-ACE EXISTING CARPET/VCT AND RUBBER BASE. 2. PROVIDE AD A. LEVER HANf�LES AT ALL. Dnr`RS. 2. REPAINT EXISTING WALLS. TIGAkD - ORECnN 3. ALL GLAZING PANELS TO BE 1.4" TEMPERED GLASS. 3. REMOVE EXIST;NG WALL PAPEk. 4. RE'--'LACE EyISTING CEILING TILE AND GRID. 5. Er!Z7TING WALL CABINETS TO REMAIN. FINISH SCHEDULES 6, Er!5TING HARDWOOD FLOOR O RE 'AIN. 1. 5EE CABINET C)RAWING5 FOR MAIL CENTER CONFIGUR.,4T!ON %�/ PERFORMANCE 8 RELOCATE EXISTING CABINETS (FROM EXISTING CONFERFN�-E ROOM) AND MODIFY TO FIT NEW LOCATION. ' CONTRACTING INC 3 9. FARTIALL t OPEN TO EXPOSED ROOF ABOVE. TECHNOLOGY GROUP Hunziker Rd, 8015 R(11 5 SW HUNZIKER Phone: 503-684-5533 t' t 10 "LL MODIFICATIONS TO CLEANROOM TO MATO" ADJACENT- 5URFACES. BUP2002-00152 TI(.ARD, OR 97223 fax 503-684 1627 16 of 37 11 C: Thu print Is proprietary la Perloimof.I v .miroclinq, Int and it or any copies ulereult shall be returned upon rest It 1s riot to be copied, repnnluced. or exhibited to uulslde parties but Is to be used only with letereme to contrails it proposals of this Computation Nothing dleelosad herein, riot put.hl iv j,+Iuble, may be used without written permission n. LEG EN Q CD N r � � I , , II II II • 4'-0" • 6'-0" y II� �II -- ' ly � • r- IIS q�III II -- - uu-------- ----- �' 'I I ` —— II Ilii iiii til o iV � IIII fill Illi iiii j III ;�. I • Ip1 1Iln nt m UJ 511 n II Int co II II Ilii iiii 'n �•%' Nil • II 1 M SII O _ Q 0 II 0 0 c 01!__:� • -- _ -- • _ co GROMMET IN LOWER LEVEL COUNTER TOP rn o. FOR DATA CABLES AND POWER CORDS, TYPICAL CL RADIUS - - CL RADIUS • 1'-71/8" • • 2'-0" W-7 9/16" 2'-4 7/16" T-0" • 5'-0 7/16" 6'-119/16" - 12'-0" 2'-6" • 9 3/8" 9 -0" 9 3'-0" 1 2'-6 3/8" - • 3'-0" 7'-0" 2'-0" 1'--6" 5 9/16" } 1 6 5/8" 6" I . . " I I 1 ' f PL-1 PL-1 PL-1 I I PL-1 PL-1 PL 1 �_ I I I� -__-_-_• I I I 'I it i I 11 i i i i lM-_-_-__ I ' PL-7 ll 7 I . I PL 7 I I! 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II r J I- r C i I 1 1 1 1 1 I 1 1 1 1 1 1 1 II II II I ——— — --— --—.'- -_...n--.. —— ——-. ._ -—. _-—— —(r (f __-=.-__��-_�-. ----� • I 1 1 I I I I 1 1 1 I I 1 I I I II II II 4- 6 Ill IIII II I ev I „ II II 11 1 III' IIII II II — 11 „ a• a----- - -- ----------Al u u „ 1 II II II ------- --- — -.. - _.__ _ - - - _ I II II II A A • 1 11 1 11 I • _ _- -_ I � t 1 II 1 II I 1 II 1 11 1 II 1 II 1 1 11 1 11 , . I I I • I 11 1 11 1 1 11 1 11 • r-r' td-o 112° r-r' . 2._0.1 2, 4.. • pllll r11Nri KF Y • 2'-3 3/4" 5'-5" 2'-3 3/4" 15 SPACES @ 5-5/8" = 7'-0 3/8" T 5'-5" I t� O O O PL-1 ---- __ _- - -___ --- PL-7 I - - - - -- - - Pl 7 111/2" HARDBOARD l I ,. I _- _ I I. 111/2' r-r' 55-5736 PL-1 T m I 1 111/2" 1' 1.. 1'-0" w vino c -[TT 10 PL-1 __ N ' 1 I L D N 019 r S PL-1 vL-7 I I Ctoo i r 1'-0' 111/2"PL--IITOP) __ _ - III '11/2'.- P I PCI - PORTLAND INTERIOR rq PL 7 _ °___ 1' 6 I�2„ TIC.ARn OREGON �d1'-1" " 10' U „�' . 11 111 4„ 7'-4 1/4" 1 114., CADINE rS 5'-7 1/4c FRONT SIDE SECTION "CI' FRONT SIDE SECTION "D'1 SE=CTION "E" PERFORMANCE L0) � Cr,IY o GaCK, COO UNTIE " - ROOO PA 8-102 � � d �nWQL,I�'\'/l'/Q 11 � OOH LL,C�� C) WI11J�J (5e,VI�J7W CONTRACTING INC TECHNOLOGY GROUP i Hunziker Rd,8015 8111 S SW HUNZIKER Phone 503-684 5533 n BUP2002-00152 TI(,ARD, 7R 97223 Fax- 503-684 3627 17 of 37 ul„•,. br ,1. tut rw• r 1/2"=12" J.S.-- 2R-02 - ---- _ 1030 LLii check" Ar Gut. --- aFP 1�tnN ��nraK1CR TYPE (ylAP,krn 01 - FINISH MAPK�R SECTION 11ARKER \J PrTAI! MARKER 0,30 C 10, �.8. 5-28 OZ cmi 01 AIUU Aluu 1 y •�••I I I ! I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I V 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' l 1 1' 1 1 I I I 1111 I ! 1 1 1 1 1 1 I I I I I I I I -�" �•-' �Ilwn.�.,/��...-��„ NOTICE. IF THE PRINT OR TYPE ON ANY � � I I I I I III I l I I I I I I I I I I I I I I I I I I III I I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - I 11 - --Ll I -- - -----I 4I - -I �1 l I1 - I - --�- - - I-- lU� L 111 I -1 t (r,��) IT IS DUE TO THE QUALITY OF THE No de 0 . -M • ORIGINAL DOCUMENT � 1817, 9IZ L�Z 9jzZ1 9lt 91t ill s�t tilt t�i I o�i 18 �8 I 19I II �>b I II EZ Tt 91Y11N� �I Illllllliltll lllllllll IIII�III� IIII IIII IIII�IIII IIII�IIII �� IIII IIII�IIII IIII IIII �� Illli 111 IIII IIII�IIII IIII�I�II.�III IIII IIIA IIII IIII�IIII IIII �� IIII�IIII IIIIIUII llll�llll llll�lllf Illi l.11l llllll lllllllll. IllIIIIlllllll�ll 11l�lILIIIII�I�III a print 15 proprietary to Performance Control Imy, to, oo;) d or any copies Irrereoll l r At ue returned upon request It Is not to be copied, reproduced, or erh6 W toaulWde �ul�, but Is In be used only with retelencr lu Contracts ur proposals at Wsl:urpulailun hang disclosed herein, not pubis,ly ovalloble, may be used without written pe/rmss,on —— - - - - -- LEG EN ID rl I, 11 N77 _- - n I u u nn , u I II' I ` # I I 1 I y 1 I I i 1 1 1 I I 1 I 1 I 1 I I 6„ 1 6005'37-21 I OD I 1 1 I I l 1 0 TS3.5"x 3 S"x 1/4" 1 I I I 60OS137-27 I I 1 I I a I Pf -5 • I I "SOFTFOPMS S8'600 8" 1 , PI -1 BIJI LNO5E, OR EQUAL I 1 1 I I - i I I - 1 1 • PI 5 3 13/16" • 3 13/16" • - 1 1 2 O -- ____.------ -----1 -�•_-- --___ 1 i " L --------- i ;l B-1 3/4" 4'-5 3/4" 6'-0" 16'-5 3/4" » 3/4" CL CC))C0)N n LOrKH Q 2-j0U H cov-.0 "1(I m COWER WER COO Im' FEhc __ P n O • 2'-51/4" I r_ c I I I I N I ' I I I I I yv 1 • 2'-2 3/8" co (� NIM I, Nri Kt 1 6 3/4" m 1 ' � I 55-57315 P HF R � 1<l v UP.IF- I,I � 1 n , .I.ri O r 3" � VAANCE Pt -I D co 21/8-1 o 1 4 I m 3" 0 _=__ _- PCI — PORTLAND INTERIOR co TIGARD -- OREGON B-3 j ..._—. -�--- -- -- - -- LI,1•I.u) Lille P L 1 CABINETS a PERFORMANCE CONTRACTING I� 1-8--) �uI f1 f1� I f �� / ��f1�n (� � n �n n � C C NG INC �� I. 11 �' L��:��11��1\I��';l ��l��lri� I� 11 I� II�U�UV P C I TECHNOLOGY GROUP 8015 SW HIJNZIKER Phone503- 684 5533 T1(,ARD, OR 97223 Fax' 503-684 16.17 Hunziker Rd, 8015 ___1_2"=12N J!»«!'o. .5wu 9-041 10130 REVISION MARKT R �1 >— TYPE MARKER ( lI - FINISH MARKFR �Ar — SECTION MARKER A DETAIL MAROFR / Alof�--� BUP2002-00152 Jti X24 V.G. __ CM102 18 of 37 � _�. , NOTICE: IF THE PRINT ORTYPE ONANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1�I_ I. 1 I I - I I I 16 + . I I �J I I I $ I I I 0 I 11 I I 1� IT IS DUE TO THE QUALITY OF THENo.36 0�oqq_ IIIIIIII�IIIIIIII�II8IIZIIII�IiGllZlll!�IIeIIiiIZII III IIS3I�Z�Ill�itl�l�Zllll�I 1B1 I�1Z1 IIL�II 1I ZIII II8I I TIII I��II13T I++I IIGIIII!�II�II9ORIGINAL DOCUMENT I ZII I24:X I ITII QI IIIIbI►l;iIIIiIIIEIII Zt TTI [ 8 8! G 9 4 -4�E- - Z I�leuwl ►� ++ qq ++ ll � I�IIII IIIIIIIII Illlllllllllll�llll IIIIIIIIIIILL�LWI l�llll�lill�l 11 W1 l U1111ll1I I I I I I I�11111W1.LIl.�lll1 .I ll I I I I I� N Ihls prat is proprietary to Performance Contracting, Inc and it or any copies Ihereoff shrill be returned upon request It is nut to be copied, reproduced, or ewhrbiled it, oulanIls palfirs, but is to be used only with reference to contracts or proposals of this Corpurabon. N,thalg disclosed herein, not pubs iy ovo bible, may be ,::.•4 wdhuuf rnlfen Pell"SJ) 3 4 5 A u r u+ A106 6 7 8 9 10 11 „.r „•,. L E G E N D >.'. >.r — — — EXISTING CONCRETE ell I i�i' PAW i C EXISTING WALLS AND FIXTURES TO BE DEMOt I`;HCD � LOCATION OF FUTURE ELEVATOR -_--- -- NEW WALL - ?x4 STUDS AT 16" 0 C WITH 5/8" TYPE GYPSUM BOARD ON BOTH SIDES ADA REMARKS. 1 1 EXISTING (1) FIXT JR[ IJNI`:FY ADA BATHROOM, EXISTING (3) FIXTURE OFFICE MhN'S RnOM AND (4) FIXTURE WAREHOUSE I _ _ I c MEN'S ROOM. PHYSICAL AVAIL ABLE SPACE DOES NOT ALLOW '- I URRENT FACILITY TO BE UPGRADED TO MEET ADA STANDARD` NEW SEPARATE ADA REST RnOMS WILL BE PROVIDED FOR BOTH SEXES---- ------ ---__=�- - -- -- ------ _ __� - rte,------- --- - - - - 1� --Y._._ — — EXISTING BREAK ROnr1, I'Hr51CAL SPACE NOT AVAILABLE F'J, ADA UPGRADE A NEW HRI AK ROOM WILL BE PROVIDED TO MI ! --- - 2 RAMP ---- c- � �------��_.— r 1 � 1 — ---- - - -- - - ---- - -- c .. _.___— ADA STANDARDS IL 12" ADA DOOR ACCESS REMOVE EXISTING MEZZANINE COL111"'I, 1 HUII D NEW WALLS ON EITHER SIDE OF DOOR, PLACE NEW NOS I RAMP I IN EACH WAIL TO SUPPORT MEZZANINE UI 12" ADA DOOR ACCESS, REMOVE EXISTING WALL AND BUILD Nl '4 I I _ WALL TO ALLOW ACCESS 41,OCATE WAREHOIJCF ACCFSS DOOR TO PROVIDE SPACE FOR 1 --� !1JTURE ELEVATOR ..— _� 1 - �_ --- __ _ _ - - - __ _ r JNISE X BA THROOM• MUS I NOW BE HUII n f U MEET ADA ';TANOARDS LOCATION OF FUTURE FLOOR EXTEN51ON -I EXIS rINU OFFICE SPACE, RFCONFIGURE TO CREA TE SPACE ' uit FUTURE PRINT ROOM FLOOR EXTEN`ION AND RAMP IN HAL I WAY RECONFIGURE CEII ING AND HVAC FOR NEW I AYOUT LOCATION OF FUTURE RAMP SECONDFLOOR 8 NEW RAMP ACCESS TO OPEN OFFICE SPACE, HIGHER FLOOR ELEVATION REQUIRES HIGHER CEILING EI EVA TION (SEE DRAWING NOTE: NEW OR UPGRADED AREAS ARE SOCU N IN BOLD A-106 AND HVAC3) RESULTING IN RE ROUTING (LENGTHENINCi) OF EXISTING ROOMS ARE 514OWN AS: HVAC DUCTING TO FIT BETWEEN GI UL AM ROOF BEAM AND NEW CEILING U CONFIGURE WET BAR COUNTER TO PROVIDE ADA ACCESS 1n TPt SINK, ADD THERMAL PPOTFCTION TO PI IIMP.INr, P"NG 5 A 06 6 7 8 9 10 11 10 PROVIDE ACCESS STRIPING ACROSS PANKIN(, L L,-r BETWEEN SIDEWALK AND SOUTH RAMP (SEl, Cl'! ?LAN) _. 11 ADDED FIRE SAFETY PROTECTION (I 5HTS, STR-)dES,HORNSI SEE DRAWINGS FS 101 AND FS-101 - I I PROVIDED ADA ACCE`rSIBII ITY TO 1- 1";H f I j ' RECEPTION COUNTI 13 ADDED SECOND PAIR OF HANDRAILS in q 1 AIR WEI L LOCATION OF FUTURE ELEVATOR ! NEW ADA MEN'S ROOM I NEW ADA LADIES ROOM i NEW ADA BREAK ROOM j,- Ly _,- . — U 3 U 4F I I � I 1 1 1 , 55-5736 uATE , u nip.l — -- - -- �. EYISTING HANDICAPPED RAMP I O EXISTING HANDLE:aPPED R:aMP --- PCI - PORTLAND INTERIOR I TI(JARD ORFCON FIRST FLOOR OLD/ NEW FLOOR PLANS A EXISTING LANDING AND STEPS P'ERF'ORMANCE CON VRACTING INC. TECHNOLOGY GROUP RO1 5 SW HUNZIKER Phnne 503-684 -S533 12PC1 Hunziker fid, 8015 TR ARD, OR 97223 Fax 503-684 3627 8UP2002-00152 19 o1 37 1/8"-12" ;i:s: R oz ,-, 10301 A, Pf "I"Ir1M pIAPWFP ( i )-- T\'rr. �---- FINI-,H MAPIef X41 ' ' t�_ _ --- � Ff rinnf �•�nf•t�rh �� -j�� ,6„x;4” yew , H 0? v MARKER t F1f'TAII klAT?KFF? ; r„ Dmis'1001 00-d 100 D.B. 5-28-0? 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Nolh,nq dsclused herein, not pubis,ly available, may be used without written permission :3 4 5 "06 6 7 e 9 10 11 LEG EN L7 r� _,,��•,. _.. . -. DEMOLITION I I � I I I I I I I 1 F- I REMOVE EXISTING STAIR (NEW FLOOR AREA) i D --- I I SECOND FLOOR I I 3 4 5 os 6 7 8 9 10 11 I I I I I , L i I I; I ADEQUATLY SNORE EXI5TI',<i GLULAM 5E:Ah1 BEFORE RELOCATING EXISTING COLUMN I I - I ADEQUATELY SNORE EXI5TING BEAM, BEFORE REMOVING COLUMN ADEQUATELY SNORE EXISTING FLOORING, BEFORE REMOVING WALL 404111 1 8'_311 ' tl'7'f•4' i I � � >•; \ ( I __ I I ' I I 1 I II I _ II -_--' ----------------- DEQUATLY SNORE EXISTING BEAMS �' REMOVE EXI5TING STAIR I 3'-0" I I i i BEFORE: PLACING COLUMN I � (NEW FLOOR AREA) I I � I illi �_--_+-------- �__________ I I C I C i INSTALL NEW POST I r UNDER EXISTING r I I ADEQU.�TLY SWORE I Kr I I I I I I I EXISTING bEAM5 �.. BEA11, BEFORE 0 I I! 11 I I REMOVING WALL III 1 BEFORE REM,)VING COLUMN( �, raaar.amat49.w ARAWA I I I! 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FORMA NCE A106 CONTRACTING INC TECHNOLOGY GROUP RhI ; SWHUNZIKER Phone 503- 684 5533 Hunziker Rd, 8015 TKARD, OR 97223 Fax 503-E84 30?7 BUP2002-00152 21 of 37 1/"812Do br J.S. .'8-02 1O30 L-LArINK�i I 1Af: uL "a1 `—(A410 r �� t� � ,Ile 02 ®_ 02030D102 0.B. 5- 8 NOTICE: IF THE PRINT OR TYPE ON ANY IIIIII1111114 I , NOTICE,IS NOT AS CLEAR AS THI4No 36IT IS DUE TO THE QUALITY OF THE oz ► 3[ORIGINAL DOCUMENT s 3 1 19PC1 24X IIIIIIIII�IIIIIIII! 111111III►IIIIIIIil�lllllllll�Illllllll►llVIII►�►II�II��►��III�IIII�111111111�11Illllll�l► 111111111.11►►11►IIIIIIIIIi�►I I►1111,1 I ►I II I III I I I I I A \ flys prod ,s proprietary to Performance Contracting, Inc and It or any copies (here,A hall be returned upon request. 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PERFORMANCE (el PLND,1N1 I IGHT IINC TECHNOLOGY GROUP CO FIXiL1Rf CONN[I.1f.D AS A SWITCHED LUMINAIRE UNTIL IT IS ROI ; SW Hl1NZIKER Phone: 503--684 5533 ILLHMINATED DIRT rTIONAL EXIT SIGN WITH IN NlriHTLIGHT/FGRESS MODE. Fax 503-684 362 7 EMFRGFNrY FLOODLIGHTS AND BATTERY Hunziker Rd, 8015 TIC;ARC1, OR 97223 � BUP2002-00152 BACK-IIP PACK l/� CONNECT TO FXISTING I IGHTING CIRCUIT. °' " °' "°'^�• zz of 3� r/a '=t2" J. 5 �� 02 1030 -- — by A w RFV1r:Ir)N MAPKFF� �r-�� TYF'F MARKER t FINISH MARKER A --- ---- - - �rrrinnJ ��nrt►�� A _ (�l .36"x2a" v.G. h :'q 1�; Eft"100--will n1�� lnFT'+1! MARKER _ {p v10-e 100(6.8. -� _�. L NOTICE: IF� THE PRINT ORTYPE ONANY 1 ; II111IIIII11'IIIIIIIIIIllll2 1111111 IIIIIII IIIiIIIII(►II�f IIIII ( Illllll III ( I I � !IIIIII( IIIIIIIII VIII IIIIIII � I IIIIIII I(III (1 ! 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WITH 100 WATT ABLE NCANDEOSCIFNTII FT 40 CONNECT I AMP CONDUCTORFjFOR OPER TIONOARD LAMP/ENIAS NIGHTLMHT ANDI EGRESS ONNF( T NSWITCHED LIGHTING PLAN OUTBOAPD I AMPS/BA[l ASTS TO SWITCHED CONDUCTOR. RECESSED DUWNI.IGHT j PERFORMANCE C SWITrHES WInFP DOWNSTREAM FRnM OCCUPANCY SENSORS TO / CONTRACTIN(—, INC ALLOW OVERRIDE-OFF FOR VIDEO PRESFNTATIONS. C l I�rrJD�,Nr LIGHT TECHNOLOGYGROUP�) © FIXTURE CONNI CTED AS A SWITCHED l IIMINAIRE 11N11L IT IS 801 5 SW HUNZIKER PE,lfne 503 684 5533 ILLUMINATED DIRECTIONAL EXIT SIGN WITH IN NIGHTS IGHT/OGRESS MODF. TI(_,ARD, OR 97273 (ax 50� 684 3621 I� EME1<CENCY FLOODLIGHTS AND BATTERY Hunziker Rd, 8015 13UP2002.00152 114 12„� �. 1 r— 5 2$-02 1030 RAfu IIP PACK n rnNNFrT Tn rvIrTINr, I Ir,IIT,mr, rIRrIiIT 23 of 37 I iofV MARKER <, - I It MARKER )---- F IN(ul l MARKER A o0 �� -T — bECTION MARKER �10� ---�-- ) DETAIL MAR?KLK , ....�. 030_e 101 D.B. 5-28-0 NOTICE. IF THE PRINT OR TYPE ON ANY 111_11._!.1 V_I_I._I__.. 1 1 1 1 1 1_1-I1111-1--1-1 IIII_I_I_I__1_111111 111 111 1--1-1-I-IIII1 IMAGEIS NUTAS CLEAR AS THIS NOTICE, 61. 11 — � ,,��) IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT T z I o�z aTt e�t r f t (I � I I ' Illllllll�llllllllfll li�llll�lll�ll ILII ILII I!II ILII ILII ILII III! ill!IIIII IIII�IIII�IIII�IIII IIII�IIIIIII!! 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REFFSUD DOWNLIGHT I r ' ra9E I � 1AA PERFORMANCE O SWITCHES WIPED DOWNSTREAM FROM OCCUPANCY SENSORS TO CONTRACTING INC ALLOW OVERRIDE-OFF FOR VIDEO PRESENTATIONS. �' II PENDANT LIGHT ~� I TECHNOLOGY GROUP I © FIXTURE 'ONNI-fTFD AS A SWITCHED LUMINAIRE UNI11 IT IS 8015 SW HUNZIKER Phone 503-684 SS33 ILI IIMINATED DIRECTIONAL EXIT SIGN WITH IN NIGHTLIGHT/FGRESS MODE HunP2002 OOi52er Rd, 11GARD, OR 97223 Fax' 503-684- 3627 (� EMERGENCY FLOODLIGHTS AND BATTERY I BUP2002-OOi52 24 of 37 114„_12J.S. '' -`� ��`�- _-- - 1030 BACK UP PACK U CONNEL T TO f XKTINfi LIGHTING CIRCUIT /^.\ Ch114YrQ b, \OA I + Pr,,,,^InN nAA•PKFF' (,v' TVrr P j ii,i ~k ri a - FINI�LI M/1f?! : R A r , ., A /� =�'X.�4" V G. a + , I•1 Eml �� AIuU Irl"� I [ F „luu 0 DETAIL MA,RKEF' ,, I I Q10__e 102o.e.- 5 �8 -o� I NOTICE: IF THE PRINT OR TYPE ON ANY III III III iII III III iII + I I III III III III III III III III III III III I I III III I I III III III III I I III III III III III III III I I III III ' l l l l l l l I I I I l l IIIIIII III I l l l l l l l I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L` � _- _-� IT IS DUE TO THE QUALITY OF THE ""'e ORIGINAL DOCUMENT �T_ 91 91 �t E t Z III► ►1If III► Illlfllll I►III�III�II►I�IIII�IIII�►►IMI►III►Ill)lllll►►�II1I1�1►��►Illll►►l►11111111�111.1�111i1)11111111111 � IlJllllu 11►111�II I j 1 Ill ►I l�lll II ILIIII►II-Illlillllillllillillllllilll l Illlillll IIIIII{Illlilll II I I illi{IIIllilll{I VIII Illlll ► I l 1111 (ll {III Rus print ,s propuetary to Parlorrrlarn a C,.ntroctiny, Inc. and It or any copies thereoll nou be returned upon request It .s not to be copied, reproduced, or exhibited to outside 5 6 i,es, but !s to be used only .u reference to contracts or proposals of this Curporotion q rnu r'in nrl .. , . ;7dn n„1. Lr r4ed without written permission $A �� I ;I � 0A _ 1. . . I,I ,Il I t, I I I ! I -..7E r K I ' I l ;�' , �� , i j f I I •SII Ili I �1 I I I „ . . ' _ r I •I, � �I- ..J IIS'- ILL Ill q Il i I ,il -�• .• . ...-_, '_ :._._.... .-.. .._.. __._ I /�'� _ �i ,- � III j aE -II-BK ''SSEEll'- _ E _ZlSfi l' t' I 111 � I yy it; kill 1 11 i w i ty ry- - !�� II� 11 �� I' I� l h i, r•• ,yr_;t-� I� nV� I Ld i. It I -im fIIPIr, KE r LEGEND -- __-.___------------ - - LIGHT SWITCH — _ - �--- 24x 48”REfCSSED LIGHT FIXTURE DIMMER SWITCH $1 3 WAY LIGHT SWITCH 24x 24"RFfFSSED LIGHT FIXTURE 1 WAIL OUTLET, 18"A.F.F. 5555-5736 C� SURFACE MOUNTED Fl UORESCENT LIGHT FIXTURE t. 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MOUNTCD LIIIAL-TFCHNOLOGY OCCUPANCY SENSOR FOR PCI - PORTLAND INTERIOR AUTOMATIC OFFICE LIGHTING CONTROL, PER OREGON ENERGY CODE TIC;ARD - OREGON D RECESSED,FLUORESCENT DOWNLIGHT WITH 32 WATT TBX LAMP (EII.ING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR FOR SAME AS"D"WITH FMFRGFNCY LIE AUTOMATIC OFFICE LIGHTING CONTROL, PER OREGON ENERGY CODE SECOND FLOOR BATTERY PACK 0 COORDINATF PEASE OF FXISTING LIGHT FIXTURES REC:SSED,DIMMABLE DOWNI IGHI (4) fONNFCT INBnAPD l AMP/FNERGY BAl l AST TO UNSWITCHED OUTLETS AND DATA PORTS J WITH 100 WATT INCANDESf[NT LAMP fONDUCTOR FOR OPERATION AS NIGHTLIGHT AND EGRESS CONNFC I OUTBOARD l AMP',/BALLASTS TO SWITCHED CONDUCTOR 113 RECESSED DOWNI IGHT _ Z PERFORMANCE (5) ;WITCHFS WIRELI DOWNSTREAM FROM nrCUPANCY SFNSORS TO CONTRACTI NC 1 IN(- PENDANT N - Ai LOW OVERRIDE-OFF FOR VIDEO PRESENTATIONS TECHNOLOGY CROUP L� PENDANT LIGHT (6 FIXTURE CONNI(TED AS A SWITCHEh I UMINAIRE LINTII IT IS H(11 5 SW HUNZIKER Phone 503 684 5531 It LUMINATED DIRECTIONAL. EXIT SIGN WITH IN NIGHTI 16HT/FCi,@ESS MODE I1(,ARD, OR 97223 Fax 503 684 3627 I�) EMERGENCY FLOODLIGHTS AND BATTERY "'a" Hunziker Rd,8015 1, 4"=12 J.5. N-02_ _._ 1030 A __ BACK UP PACK (7� rnNNECT TO FXI',TING l Ir,HTING CIREItIT BUP2002-00152 YR"r'4" t FtE:VISION MARr:CR �i -- 1 Y F'L MARKER Qi ---- I II�f.,l I l�tAkKLI: A1�� :,L�"tION MARKER A�� - DETAIL MARKER + 25 of 37 "' l 9n�errrd br 0,111 Emi O 030_e 10.311119-610d 0.3 0.B. 5-18-02 NOTICE: IF THE PRINT OR TYPE ON ANY I I III III I I I I I I I III III I I I I I I III III I I I I I I I I I I I I I I I I I,�I,I i I III I I I I I I III III III 1 1 1 1 1 1 1 III III I I III 11 ! III I I! 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V 5 ., t 5.,t. o a,I,,,o.l A, A Hunziker Rd, (3015 + / •--- / - - --„�� r,� 1 030 QREVISION MARKER 1 TYFE MARKER �— FINL.H MARK — oECTION MARKER l - DETAIL M/1f.ItER PIJP7.007_-00152 36"x24” G �— A IUU A100�_ r��// 2y of 37 , ore F r,Q,ne•,wd b. Unto HVAC2 y 030—NUAC? D.B. 5--2R ! 7. R t NOTICE: IF THE PRINT OR TYPE ON ANY IlII -I- IIMAGE IS NOT AS CLEAR AS THIS NOTICE, II I ! IIIII III III I�I l l l l III III IIII ! 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Ill, Orin d Uf Oflr .uple5 there1jI lu he returned upon lepuest It is nit to be copied, reproduced. or exhibited to uutsrde but 1S to be used only with feteiewe to controls ur roposols of this Corporotwn. 4 dlattosed herein not putd, 1* Iv,l lntdt. moy be 'fted with rut written p»nn••.nm, LEG EN D i I 7.10 1/4"GI III AM HE AM(It;a' 0"0( b,II,PURI IN' 1 10,00 1 •--�.+..erw..•_..« __ .,.,� ....... _,.o...w........u.,r..,,,,,,,,_ .�.,..•.wer«....w.... ..«.... ..o,M,e,,.,ww.»h..eYr«...._....»,•.,...q...........,►....�.r�x�+wle�rn,. _...rr,•-..mow.........,..-...raw.+.... ......w.,wrer. 1 2x10(d 1t,-01' f xl',IING I I•i � I (Tr,T'(1511 I'i 1-i'rT7p'il'"I"r+I f TY7 r'( Thf" YT7`i r � ;l l),L�1,1 I l l i 1' �,,• .,i l l l r l f l(I I„I l t l(I t l l l�l,l 1.1.1 1 1 1(I 1 It�1, „f l l l l l l l.t' 400 10 t •+ l EXIST NEW GLB STEEL COLUMN- NEW I + �`—w— -------r------rte {1,,•,, 1 1, ., 1 1 I, ,1 1 1 1 1 1 I 1 I I I -__•__ .`._. I '`` , .,, ,t.j �' 1 Yrr(5'rYr1• i.- r.�!_�.� ewe e'wwwrrww wywwwrwwwwwrrr,�wrwwre� �, i I � I STEEL BEAM-NEW 202 It 16"OC EXISTING MA1.1 WAY WAIL Ea"ISTING - I � CORRIDOR WALL j it 1'I NEW I CORRIDOR WALL NEW 6"CONCRF'F `•I AB-191;TING I I� 6"CONCRETE SLAB-EXISTING CROSS SECTION CROSS SECTION hl III rINCj KF f w 55-5736 3 PCI - PORTLAND INTERIOR TIGARD -- OREGON CROSS SECTION 'ix - 11uggPERFORMANCE aPERFORMANCE CONTRACTING, INC._ , P C I "f�ECHNOLOGY GROUP 8015 SW HUNZIKER Phone: 503-684 5533 Hunzlker Rd, 8015 TIC LARD, OR 97223 SUP2002-00152 Fax 503-664 3fi2 7 30 of 37 r-•�.�� t, �- , _3/8r,_T?rr 5-:'8-02 1030 _ "cWr k-0,MARKER A � 3F"•'4v ,0ftifCF (,t_ ..IL h12hLF �d HVAC3 _Hvac3aa 5-zs-oz NOTICE: IF THE PRINT OR TYPE ON ANY I I I�I I I I 1 � 1 I 1 1 1 IIIIIII VIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jill 1 1 1 1 IIIIIII , 11111111 11 1 1 1 1 1 1 1 1 1 1 1 11 Jill 11 11 I I 1 11 11 11 VIII 1 1 1 1 1 1 1 1 11111111 J 1 111111 VII 111111111 1111111 IIIIIII 1 1 1 11 1 1 11 ! 1111 1 1 1 1 11 f�r` ' IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 I 3 1 I 14 I �j-- I I i g lU I 11 1 _ _ 1 -� _ 1 - _ � ____ _ _-_L _ __ i IT IS DUE TO THE QUALITY OF THE _ Ni 36 1 I�I(I£IIIi1I►i8►II�►Iil�ll8►III$I i it -191Z i l I i 9I III7II'II�ll6llll7llll�lfElllZllil�lililZl I IL�(I'lti�>IG lll(II��fl0lll7llll�ll 6II((ItIIIIIll I1I3I(I[(Ili�llLll�tllllll8ll(ltllll�IIQII(IlIIII�IIiIbI�tIIIIII IIEI�LIIIIII IIZI I�tI itIII l l�tltl l l 1I�1I I I III I I I l�l I I I I I I I►I!I I►I�IIU Wlllll►1.1W l.l�l 11.11(11111�.Llll1lb iORIGINAL DOCUMENT 2 jZ TaleI ilw I I I I I l►�I l I►�1111�� 4:K I i i Ihrs pr"d is propnelnry Ir. perinrmante Cony , f. Inc and ,r hall be r.,lurned up.ni -que,t It ,, nul to r, reprukhn STQUCTUR•=L NOTES: porhe but is to be used nrdy with reforPnre r,. nbm,ls pr•.l d It.". epur,hun. I i, I CAST-IN-PLACE CONCRETE: NAILING AND CCNNECTICN SCHEDULE Nothing drsdosed hereon, not pubbrly nvW'114 1.0 j-'ed « gnnen I, The pO/err, rq cede :5 the 1991 Uniform Building Code i UBC', as amendso Ivy tie State of I Concrete shall develop a minimum 6-day laborat(,ry-cured compre5b ve 5trengtn of 3000 I a gpewseonawngs: Oregc'n P51 ror Found3tion3 and 51abs-on clrade i Studs to Plates 2. New construction has been des geed For the following dead and lire loads, urle55 noted Provide a minimur,i Concrete test cylinders For each 100 cubic yards, or each day of end nail 2-16d Otherw 5e pour for each concrete strength. Tr rt cy'•nders &: follows one at 1 days, two at 28 days toe nal 4-Zit A. LIVE LOADS: Concrete cylinder sampling and testing conform with ASTM specifications. Acceptance of Top Plates and Bottom Plates Cffice Floors: 60 PSF concrete shall be governed by tfw provisions OF AGI 318 "Building Code Requirements for spike together: 16d s 16" o.c. might Storage 125 P5F Reinforced Concrete". Submit mi,, designs, with ce,riplete statistical backup, for re✓,ew lap and Intersections: each side ,lo nit star* and Landngs 100 PSF according to AGI 318, section 5 3. Floor, ROOF and Ceiling joists B. rLOOR PARTITIONS 4 Concrete work shall conform to all requirements pf AGI 301 "Specifications for Structural to plates or beams - toe ndil 3-8d L. Allowance: 20 P5F Concrete For bl " s . Buildin 3. Buildings", g�cking to plate - toe n9il 30 blacking to joists - each end. 3-8d C. SEISMIC: UBC ZONE 3 Rebar and anchor bolts required to be Installed into existing concrete shall be corner studs: 16d s 24" o.r_ accomplished with Hilti HIT Hl -150 adhesive System. Drill holes by rotary-percussive 2x m laminated Reams: iCd s 12" top and bottom, staggered GENERAL methpGl5 only. Do not cut or damage e• sting reinforcing steel during drilling and grouting of new reinforcing dowels Holes shall be vacuumed after drilling, brushed with a fiber brush 2 Fasteners fol pressure treated and Fire retardent trea,-Rd wood shall be hot dipped Unless otherwise noted materiai 3v, design specifications cited herein shall Le the5k- and then blown out with oil and water Free compressm ed air. galvanized or stainless steel herein shall be those conform rq to the vers On of the applicable S-peciFicAt r-•r code most recently adopted by the ni tting authority. STRUCTURAL STEEL AND MISCELLANEOUS IRON: PLYWOOD SHEATHING Generai Contractor shall verii'y dimensions and conditions and existing (E) memLers dimensions and elevations I. Structural steel wide Flanges: A5TM 45%' grade 5C with special requirements per AISG I. Floor sheathing Technical Bulletin 03 ( ASTM 4992 ' at edges of each sheet, Shop drawings stamt_�ed by d Licensed Structural Engineer in the State of preg_,n shall r;e blacking and walls. 10d s 6" O.G. requireo or, prefabricated jci*ts and shall be reveued prior to fat-ricatlon Structural steel (except wide flanoes). 45TM 436. at Interior of sheets: 10d s 12" o.c. 4 Construction methods and Project Safety 3 Square and rectangular hollow structural shapes (HH5), ASTM A5C'O grade B, Fy. 46 KSI at boundaries of door. 'ads The contract drawings represent the Finished structure and do not indicate met lod9 Apply I/4" diameter continuous bead of construction adhesive conforming to AFG-01 to tops procedures or sequence OF construction. This structure and ail OF its parts must e.e 4 5tructural Pipe: 453 grade B, type E or type S Fy_ 35 K51. of joists, blocking and plates Immediately prior to placing panels. adeguateiy braced and all attachments and connections necessary for the stabl'ity of the OF the structure and its parts must be complete Contractor shall design, Construct and 5 Detailing, Fabrication, erection, identification and painting of structural steel "AISG Code 2. Well sheathing maintain all Safety devices Construction materials eh,1II be evenly distributed if placed on Of Standard Practice For Steel Buildings and Bridges", "A15C Specification For the Design block edges not supported by framing member& with 2x4 Flats Frameo Floors. Load* shall not efcsed the allowable loading nor the Supporting members Fabrication and Erection of Structural Steel For Buildings". All steel shall be prime painted. at edges OF each sheet, and the r connections Consult owner for any finish painting requirements, blocking and Walls: 8d s 6" oc. at Interior of sheets: 8d 9 12" O.C. E Field eoc4irieered details developed by the Contractor that differ from, or aoo to the 6. Welding shall conform to 4W5 specifications. Welders shall be qualified under AWS at boundaries of Floor. ad s 6" o.c. structura drawings shall be stamped by a licensed structural engineer in the State of Oregon specifications. and sna- ce submitted to the ens neer prior tc impiCmentation and Fabrication 3. Staples may be substituted For plywood sheathing nailing subject to review by the structural 1, High strength bolts, material and irstallation conform to the "Spec iFlcations For Structural engineer of regard. (C Products And materials used by the Contractor shall be applied, placed, erected or Joints using ASTM A325 or A49C E�Its": installed in strict aG.OrdanGe with the manufacturer's instructions. Alternates for specified All nails or other approved sheathing connectors shall be driven so that their head or terns may be submitted to the engineer For re✓ ell, r:ricr to installation. Engineer may request A. Bolts. ASTM 4325 (Type N ' tighten to a "snug tight" condition. crown is flush with surface of sheathing. payment for reviewing these submittals. �rOVlde special inspection in a_cerdance with Sections 106.3.5, 108 and 1101 cr the UBC 8 Machir,o bolts (M.B.): ASTM 4307 grade 4. 4. TO attach plywood wall sheathing to metal studs, substitute 010 5D5T Screws For nails, 7 For this structure, including: 9 Anchors: expanslon anchors: IGBO-approved (zinc-plated In accordance with ASTM 8(033) at same spacing as nails. and conform to F5 FF-5-325, Group 11, Type 4, Glass I, Acceptable anchor is Hilti "Kwik-Bolt A. Concrete: KB-11" as manufactured by Hilti Fastening, Systems, Inc. Install anchors according to the Continuous special inspection is required during the taking of test specimens and the manufacturer's recommendations. OTHER WOOD CONNECTIONS p ac ng OF structural concrste that is to be reinforced B. Reinforcing steel IC Bolt heads or nuts bearing on sloping flanges equip with beveled washers. Plates and ledgers shall be anchored with a minimum of three anchors per piece. Periodic special inspect-cn 5 required aur nq p acer•ient of reinforcing Steel in II. Erection aids such as bolts, clips, shims, seats or any others required to .cilitate structural reinforced ccrGrste construction are the responsibility of the Contractor to design aria provide. MINIMUM SIZE .=SND MAXIMUM SPACING C. Weld,ng I, Framing connectors: Simpson or approved equal. Fill nail holes with nails as specified by the Periodic 5veciai irspec;cor is required during Shop and Fielcl we'ding Single pass FRAMING LUMBER: hanger manufacturer, unless otherwise noted. Hangers shall develop strength of members. fillet welds lef,5 than 5/16', welding of steel deck, welding of headed ar,d threaded Where connector Straps connect two members place one half of the nails Or bolts in each studs, welding of cold-fer-ed joists and studs, welding OF 4100, reinFcrr..ed steel. 1. Douglas Fir-Larch or Hemlock-Fir as noted below graded under tine most recently adopted member, rules of the West Coast Lumber IrrSpection .Bureau (WCLIf3� 8 Special Inspector 2. Provide standard cut Washers under hea;Js and nuts OF bolts and heads Of lag screws A qualiFied person who demonstrates his competence to the satisfaction Of tow_ Building SIZE CLA551FICATION: GR4DE: bearing on wood. Bolt holes seall be a maximum OF Orb" larger than bolt diameter. Official for inspection of a particular type of construction or operation requir rie special inspection. Tne special inspector shall be employed by the Owner. A. Interior wall studs: No. 3, or stud grade. 3. All wood shims, where specified, shall be seasoned and dried, and of the same grade ) t (minimum) as members connected. Duties •;rd Responsibilities of the Special Inspector: B. Joists No. 2. -3. Typical mudsill to slab connection: 5/8,"4, 1-111ti KB-11 expansion anchor with 4" embed at 1 4. 1r'5erve9 the work assigned for conformance with the applic,36-le desigr drawin�js and C. Beams No. I, 48" o.c. 5r-eciFiCations. D. Posts: Nc. I. { B. Furnishes inspection reports to the Building Official, Engineer or Architect of Record LIGHT GAUGE STEEL FRAMING and other designated persons. Discrepancies shall be brought to the immediate E Blocking, plates 4 bridging Standard or better, or stud grade. attention OF the contractor for correction then, if uncorrected, to the properI design Steel: 3,thcrity and Building %fricial• All members 3x or Tess (least dimer,5ion*) shall be maximum 1540 moisture content (kiln dry). ' A. ASTM 4653 structural quality (SO) Grade 50 (Fy = 50 k5i) for 12 gauge. C. 5ubm '�t a final signed report stating whs, r the work requiring special inspection was, 3, Provide solid blocking (same depth of member) at points OF bearing. Solid bridging at to the inspector's knowledge, in conformance with the appro./ed plans and 8'-0" on center, maximum, shall be required where joists have a "five-to-one", or grater B. ASTM A653 structural quality (5Q,' Grade 33 (Fy = 33 ksi) For 14 gauge dna lighter. spec riGatiorg and the applicable workmanship provisions of the governing code, depth-to-thickness ratio and where one edge is not field in line by sheathing, wallboard, bracing, etc. C. Galvanized coatings: A5TM A653 requirements, zinc weight Cs60 minimum, D. The term "continuous", as Stated above, shall mean the special inspector is on the site and in the general area, at all times, observing the work requ:- ng special inspection 4. Pressure-treatee plates and led_-,als in contact with concrete cr masonry in accordance D. Steel stud joist section properties are as follows. with 4WPA Standard C-2. Pressure-treated lumber shall bear the AWPB (American Wood Stud size: I (min 1 5 (min,) IC Duties and Responsibilities cf the Contractor regarding special inspection: Preservers Bureau) quality mark. ,ee "Nailing and Connection Schedule" For nail types. 3-1/2"x 18 GA, 0.562 IN4 0.316 IN A, Tne Contractor is responsible for notify ng the Special Inspector when items noted 5. Top plates: two pieces, same size as studs, stagger splices 4'-C" minimum. Splice with 8-Ibd 2. Fabrication, Erection and identification OF light gauge steel Framing: conform to division V of aLG✓e are to be inspected. minimum, unless noted otherwise. chapter 22 OF the UBC, sections 2229 and 2230, and the A151 "Specification for the design OF B. T'le Cantractor is responsible for providing the Special Inspector access to items cold-formed steel 5tructural members" requiring special inspection. F"LYWOOD SHEATHING: 3. Fastening OF components: 5e-ell"-drilling screws, "ELGO Dril-Flex" with "501cjuard" coating, or "HILTI Kwlk-Flex" with "Kwik-Cote" Finish or approved equal. DAVID$UG-NI 30265 S.E. Kowall Road 1. C-G Grade, unless noted otherwise, with exterior glue manufactured In accordance with U23 97023STRUCTUR.'.L FILL OR BACKFILL: United States Produc` Standard P5 I-b3,4N51 4199 &ASSOCIATES Estacada, OR 7 .1 "For Construction and Industrial 4. When Fastening components with welding, ensure the Following: (SUS) (a, -3506 OR Plywood ', Conform to UBC Standard 23 and bear the 4P4 trademark of the American Consulting Structural Engineer's Fax: (503) 630-3507 ! IF old riii or Soft suborade e material is encountered, over-s/cavate and replace with .6550Ci3ticn. A. Welds of sufficient size to ensure the strength of the connection, rII compacted Fill. Placstructural Fill in IC)O5e lifts not exceeding 8" in thickness and J compacted to a density of at least 95% OF maximum dry density as determined by ASTM A. Floors: 3,,4'' index 48/24 TIG B. Welding conforms to AWS specifications, D1551. Verify the adequacu Of the field compaction by random field density tests. 5tructura1 Fill shall consist of a sand and soave( mixture or crushed rock, well graded from coarse to B. Wally 1/2" index 24/0 C. Welders are to be certified for light gauge steel under 4W5 specifications. fine with less than 1040 by weight of the minus 3/4" Fraction pa5*ing the No. 70C sieve, and shall be free Of organic, rubbish, clay balls and rocks larger than 4'. Compaction within 5' of 2. Laid with end jol5ts staggered. 5. Steel studs: "CC" studs (I-3.8" wide flanges) with stiffened lips as manufactured by "Angeles wails shall be done with light weight, hand held equipment. Exercise Gare so walls are not Metal Systems, Members OF the Metal Stud Manufacturer's Association, or approved equals, dispiaced or cracked 3. E'lock wall sheathing with 2x4 Flat blocking at edges. Size and Gauge as indicated on the drawings, 4. FOUNDATIONS '.ail in aCcordance with drawings 6. Provide accessories, including, but not necessarily limited to, tracks, cllp6, web stIfFenere• :� anchors, fastening devices and other accessories required For a complete and proper h «,,.�.•.' S Lay out plywood tc eliminate any width less than 1' C", except at plywood Floors where Installation- 1 Foundation Sizes are bdaseon a total Ioa6 bearing Soil pressure of 1500 F'Sr minimum dimension shall be 2'-0", urile*-s edges of the undersized sheets are supported by 55-5736 blocking. All floor sheathing shall be installed with face origin perpendicular to supports, 1. Provide end blocking where joist ends are not otherwise restaint From rotation. RE V ion rt i Fs,cRIF i N G Footings shall be Founded On Firm undisturbed Original soil, Or On Structural Granular Fill Urile55 otherwise noted. Wali sheavlirlg may tie installed either horizontally or vertically, Unless U compacted to a minimum OF 'H—% OF the ASTM D1557 density. otherwise noted 8. Joists: located directly over bearing -studs, unless otherwise noted. — -- - ----- - - --- 6. For vertical wall sheathing onli,I, wafer board or oriented strand board conforming to ANSI 9. Splices In axially loaded Studs are not permitted. 2 CONCRETE REINFORCING STEEL 4208.1, grade M-2 "Exterior Glue' may be sub&tituted for plywood, provided it has equal 3- I 04-22-e2 BUILONG PERMIT 16" load-span rating Index and bears ti-es APA trademark of the American Plywood Association. 10. Securely attach studs to Flanges of both upper and lower runners. Runners shall be oversized ---t } Ruirfcrc rg steel For congests 4ETM 4615, grade 60. but snug, to provide Full stud bearing, — —A Detail, Far.ricate and place reinforcing Steel in accordance with AGI detailing manual 315 GLUE L4MINATED MEMBERS II. Provide non-shrink grout for levelling of Floor runner below steel stud partitions as PCS — PORTLAND INTERIOR required. o A. 4ccurately and securely place reinforcing steel. Reinforcement Shall be free of mud, 1 Western species conFOrm;ng to 4ITC, 111 manufactured and FabrlGated in accordance with n oil, or other materials that reduce bond Ruet or mill scale is allowed pro v ded bar x'.151/RITC 41901. Members shall by 4F-- ✓4, except continuous cr cantilevered beams as 1 12 Steel stud shearwall systems TIGARD - OREGON weight and dimensions GCrlarm to f+GTM sp--c: D-rig«Ing rile. r06 v .. ifications. noted below. A. Panel Sheathing less than 12" shall NOT be used, Q B. Minimum cover From concrete Sur Feces to reinforcing stspl 2 Notched, shaped and rini5hed per plans and vr,sc'ficatlons, faLricatsd with waterproof Footings glues B All panel edges Shall be Fully blacked, STRUCTURAL SPECIFICATIONS z 3 Inch O _�. rection of members: conform to 41%; specifications, C Studs at ends of shedrwalls shall be doubled (back-to-back). CV � Gorcrete cast against earth 3 Inch rat Formed 2 Inch, Formed 4 Provide standard 2000 Foot radius camber for roof members, 3Cco Foot radius camber for D. Fasteners along panel edges shall be placed not less than 3/8" In from panel edges Side-cn-grade centered, bars in Sinfloor members, unless noted otherwise. Cr 12PCITLCHNOLOGY gle mat PERFORMANCE ~ N ` Bear the AP4-EW5 mark OF American Wood Systems or Inspection by an independent testing F- IdbOretcry will be required. CON-T-RACTING INC cD GROUIIP 6 Shape top of glu laminated mem-e-5 to 51cpe of roof. Add Iaminat,DnS as required For v, shaping 801 5 5W HUNJ_IKER Phone: 503 684 55.33 0 TIC,ARI), OR 97223 Fax* 503-684 3627 0 i 1 Ensure that beams cantilevering or continuous aver one or more Supports have equal J.S. � 5-28-(i,' '� 030 � s dU ,;t�. ---- ,h.,.,.e nr: Dela -. Z bending stres-s d GHutik,er fid, 15 rating In the top ar bottom fa P5 and are 24F- ✓e grade BlJP2002 801 r .5-28-0e' _ i 36 'x74 ' V.G. SM1 0�31 of 37 e r ,,,,,,.ki. �.,, •e er UoeQ n30 S1on, RR. 5-28 0; C�3 4 M.,_,..�. . .�.. _ ., ..- "N"'!'W-f"•-_`''rW�k'Mn!"...rr..y..w..w�wnMr�r„Ha4Y-,oN...,,e..4 ..�.F...:'ad...-..I.t3. ' ::. `i'�-. y :..:,; rim.'.,, 'fYi• ':A`d R '��',..-. _ _. .. .. .. ....,u ,. .... _ ..-.. . ., ..,... ....-...�...._ NOTICE- IF THE PRINT OR TYPE ON ANY T r I r III III III ill III I I III I I I III I�t i�1rI l l I�T i�t 1111 I I 1 I j I i i IpIl Jill l t III 1 I I I 1 I 111I 1 i IIIf 1 1 1 III III III 1 1 1 III I I III III I i I I I I I I I I I I i I I I! IIII III III I I III I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 I I �1 I I I 4 I I IjI I 16 I I I �f I I I I I I I IQ I 1� No.d9 - IT IS DUE TO THE QUALITY OF THE �,*•��,....., ORIGINAL DOCUMENT 1- I � - - tt' - r----- - _. .b 8Z 8ti ybiZGI 8[ 4 I 6 L E[ ti l [ 8!IIIIILII I� III I� II �IIIIIIIIII�III�IIIIIIIIIIIillllll�lllllll II � II l � ��l ��l ��►1��,i��l►1►I��i�l��ll►Ililllli►«1�►►��►�►��<<��Ii��1►�� 1��1 �1�11'I'1iIII111IIIi'I 11 'II'I�I �� I l 24MAK Ihi5 s pr.,prietury to Nedorrnance 1.unlru0mq. Int and it or any cupes tnerrott ;hall be returned upon request It not to be coped, reproduced, or exhibited to Outside purbes, b,,t Is fo be used only wilt, ••Ir ince to cont.vls or proposals of this Corporation. 111,-1 disr6,5ed herein tint pur rile, mor cd used without written permiss;c,n LEG EN ID NEW I XI',IINII - -� BEAM NEW, SEE PLAN FOR SIZE FLOOR LJL(K 1 1/2" f I UUP UI IK 3 4 O RELOCATED 9"x 9-1/2" COLUMN 5 AA06 6 7 8 ,- BEAM - EXISTING SEE PLAN FOR SIZE I 4'-5" 4'-5'• 4'-61/2" 4'-5" - 20'-111/4" 19'-11/4" i r - - -� BEARING WAIL - NEW, SEE PL AN FOR SIZE ---------------+ ^ 7 3 NlW III iIf KIN(, I 1 S103 3505137--27 1 S103 3505137-27 SIMPSOH NEER 1 STAIR WELL 1 - - 16 O.C. 16" 0 C. ------- ------------- 1 _ _-._�_____ __ _ ______ _..______ _____ _ �__ ___ ___ _____ BEARING WAl t EXISTING, SEE PLAN FOR SIZE SEE DWG S 102 1 350S137-44 _ __ ____-- _ -- - _ _ ----- 1 (03 16" O C 1 I :f EXISTING BLOCKING NEW BEAM 1 -------------------- r �� - - 1 ) - ------___ T I I I I ,r I 14'..4x: 1 -- -- --- --- �� I I - - JOIST - NEW, SEE PLAN FOR SIZE 2x6 (a1 16" O C 1 ,, i f �J . 1 II o a 1— - i I --- -- ------ INSTAI I NEW BI O(KINC,, CUT ORIGINAL DECK BACK 6 --}� ' a I AS SHOWN TO PROVIDE BEARING FOR NEW DECK 350513 7-2'l —F t l`rte= t JOIST - EXISTING, SEE PLAN FOR SIZE 1 - ------ „ to 5103 @1 16" 0 C r r I I TOP OF DECK I I --- L�-- - --"- -�-`- I -- Ln NEW TIMBERSTRANU 1 1/4"x 9 1/4" A -;-- 11'-r' A.F F. 1 —+!m I SECTION - ---- I $ - 5103 -1----- OR 1-1/4"x 11-1/4"LEDGER AS NFtI)I D BLOCKING NEW, SIZE SAME AS JOIST 16 ;I O SIO3 I 3/4" T&G TYP I I TO FIT WITHIN JOISI SPA(E �- �1-- 2x1? STRINGER :n I I " - X „ u rr (31 FOR EA(:H STAIR -1 „ 1 --- �- o o - --}I BLOCKING - EXISTING, SIZE SAME AS JOIST iL o r, - w -----H LAP CENTER STRINGER WITH 2x6 1 15 11 4x10 �� I _j I a - I It 6 YM SYM 6 1 0' ---1-� - a ! t--�- POST/COLUMN NEW, SEE PLAN FOR SIZE 1 - ._.-..— -- 1 1 o z �, , 5103 S103 1 I —IT.--T--- I I I , 3505137 44 1 ' -- ----1— - --- 3 � --- I ! Cal 16” U C - I___ - --- - - _ --- ------T:::--:-::n ( ® 1 NEW 4x4 PO`;T UNDER EXISTING 4x12 BEAM (TO LIMIT 1r_ a I 11 __ v t I" -~ �--- I `x I - , �' -- I �� BEAM SPAN TO W-0" MAX I WITH SIMPSON PC44 POST 1 -----------"------------------- " --i i 6 ; CAP -` + - I 11 '1/8 f 11 / PRO 2`i0 (1 16 0 C 1 L C] TOP OF DECK , a w---- - --+--- ---t-- -- r r Silo r (MATCH EXISTING) , I I u N C:) w to POST/COLUMN EXISTING, SEF PLAN FOR SIZE { ,,J u._ «�N -�'1-r ,r I I I I --1, T Y F 3/4" T&G 9 to a z COX �— ,; }�' —I I _ I _ L i rn i - - - - -- - - @, uJ Q` _j rn FLOORING DECK rn t,m NEW 2x10 LEDGER w/ 3/4"0 r r o w z r : _ ,,• rr , ,� 1 F vl -u" o 1 I I _ - - F ti P-- ( In l HIL I I EXP. ANCHORS Cru 48"0 C X w Z o = I I cn rr, '' TOP OF DECK m tt"' ",—"-- I — I I tl 7 r � I r ,, 9 I 02 — i�,S�103 14 .� I INFILL STAIR OPENING r 5103 vt �-- 9'-4 1/2" A F F - I - -- I _ S103Ell - ---5� I 3/4"CDX PLYWOOD DECK I a T- W o -T- I OVER 2x10 JOISTS @a 12" OC(MATCH EXISTING) t II r 1x123/4" T&G °� .il :�... '� �: �; t�. ._. o` - Oi 4x12 II I I I I f I ! l l ,�. i I -- — --- I,. 1 i' ' T� I. . . -T. I i I I I CD A l I I I I II stol 1 1 1 tl S: I I ! o z l 1 I [ 3 S103 I , , � L t - o I � :j�. LL .. j- - F- Lo o , I ! I I I I ( I 3I I ! f CRO55 HATCHED AREA TO Cr11 o a s i I I ! I I I I, I REMAIN CLEAR OF FRAMING a f- o z y ; ' I !EXISTING HVAC DUCT? x I I CN ! Q — S LL_ f— _ ' I , M Il. I Z �' N z a n I I I Lo ! c, ' !I' I 0 12 52 12 X 1 ! 1 EXISTING v� tl OR FRAMING 12x12 16 C. t EXIST FLOUR FRAMING 11x12 16 0 1 f Z t- o U i EXIST FLOOR (la I (la C - I lr I i LL I f G - NO MODIFICATIONS 0 a a No 2 x 4 (� 16 0C r' X----`- ----------- �� NLAj = J AI A r O fffl �� z O O :3)i ! j j I I O I O - i I I - L`J ; o - �- .r l___ _ 1 • 1., �-�� I _ _ -_—._. ---._ .. :-- . ... { 4x10 I � 1 I : - rrr r ..es^t-r-rY.. .Tt-rrrr rv-l-Qy@•�" .: :T_, Twp'- ._ . _ D 0;J• - _ r .I i_'a.•I I. ' I I I I ,2 j 1 EXISTING STEEL COLUMN 3"m, 12"x 12"x 1/2" BASE PLATE, (4) ANCHOR DOLTS .� CONNECTIONI I I C II i w VERIFY EXISTING ROOF JOIST LEDGER EXISTING STEEL COLUMN: T'l 12"x 12"x 1/2" BASE PLATE, (NO) ANCHOR BOLTS ADD EXPANSION ANCHORS AS REQUIRED TO PROVIDE 3/4"w rIILTI KB-II I I I l I EXPANSION ANCHORS WITH 4-3/4" EMBEDMENT (la 12" O.C. MAX. SPACING, a. TYPICAL ALONG WALL ANCHOR SHAT L BE 3" DOWN FROM TOP OF LEDGER I,' I O EXISTING STEEL COLUMN. 3-1/2"0, 12"x 6"x 1/2" BASF PLATE, (4) ANCHOR BOLTS 04 EXISTING STEEL COLUMN: 3-1/2"0, 12"x 6"x 1/2" BASE PLATE, (2) ANCHOR BOLTS � EXISTING ROOF JOISTS - 2x10 (til 16" 0 t I 5 EXISTING WOOD POST 4x4 ADD ADDITIONAL ?x10 ROOF JOISTS Cal 110 C TO COMPLY WITH SNOW ( I I I O DRIFT REQUIREMENTS NEW JOISTS MAY BE NAILED TO EXISTING JOISTS WITH ! i I � 6 EXISTING BUILDING COLUMN. 9"x 9-1/2", NO BASE PI. ATE, SHOWN IN NEW LOCATION 10d NAILS AT 12" O C. STAFiGERFD CONNECT TO LEDGER WITH SIMPSON LUS 28 I 5 B I I 9 I 9 9 I I C S O HANGER (SINGLE JOIST) OR LUS 28-2 (DOUBLE JOIST) r O 9 O �7 NEW 4x4 WOOD POST WITH SIMPSON PC44 POST CAP —5-1/13 19-1/2 14F-V8 LB 5-1/8 x _ O NEW TS 5"x 5"x 5/16" r, rr a " G 19-1/2 24F-V8 GLB I I NEW TS3.5"x 3 5"x 1/4" COLUMN (REPLACING EXISTING BEAt:ING WALL AND POSTS) 11 12 I ! 12 I I 11 I I .. ._ S103 5103 1. . .� s1o3 I I 5103 ! _ �. .; I. . . ). 10 EXISTING "TYPE-4" COLUMN TO BE REMOVED, COLUMN LOAD TO BE CARRIED BY "TYPE-11" COLUMN 3O_'h5 S.E. Kowali Road SIMP`;ON VB7 KNEE BRACE AT CANTILEVER COLUMNS AVIDBV NI ` — 1 - --- r- » I SIM t, ! ! ! SIM. t< . I I Estacada, OR 97023 _. TYP. SEE ALSO DETAIL 13/5103 I I I t1 EXISTING "TYPE-1" COLUMN TO MODIFIED TO CARRY ADDITIONAL LOAD FROM COLUMN "TYPE-1G RASSOCIATES (503) 630.350(; I- 6 12 2 -- ! I 12'-2' 2-2 I Consulting Structural En gIneers Fax: 50 ) 630-3507 I I I i I H ! I I I I 1z NEW 4x6 WOOD POST WITH SIMP50N PC61r POST CAP g l rpI ROOF JOISTS - 2x10 1bi„ O.C. I I I EXISTING R (� I I ' II ; iF XISTINCi WOOD BEAM 4x12 I O EXISTING WOOD BEAM 5"x 13 1/2" (WITH CRIPPLE WALL TO ROOF), BOTTOM OF BEAM AT 8'-11/2" A F F c� EXISTING WOOD BEAM 5 1/8"x 12 7/8", BOTTOM OF REAM AT 9' 2" A F F 55-5736 O NOT USED Lib f_ I,r �-n I II_t4 n A106 63'-0" l� I-XIS TING DOUBLE 2x10 INVESTIGA 1 E SUPPORT WHEN SPAN IS INCREASED BY RELOCATION OF I CONFERENCE ROOM WALL, FIELD VERIFY 2 3 04-22-02 131JILDMO PEW41T l6&A NOTE: 1. MAXIMUM LOAD OF ALL MATERIAL HUNG FROM ROOF FRAMING PCI -- PORTLAND INTERIOR SYSTEM EAST OF GRIDLINE "D" CANNOT EXCEED 3 PSF. TIGARD - OREGON 2. TEMPORARY SHORE EXISTING JOISTS BEFORE REMOVAL. OF ANY EXISTING SUPPORTS AND DURING INSTALLATION OF NEW BEAM FRAMING. 2nd FLOOR FRAMING PLAN 3. BEARING WALLS: USE 35OS137.44 WITH 350T 137 33 T&B. OA Ile 4. NON-BEARING WALL: USE 350S137-18 WITH 350T137-18 T&B. 5. NON-BEARING WALLS SUPPORTING FIXTURES OR CASEWORK 15PC1 PERFORMANCE USE: 3505137-27 WITH 350T137-18 T&B. CON-TRACTING INC TECHNOLOGY GROUP 8015 SW HUNZIKER Phone 503 684 ,533 Hunziker Rd. 8015 TIGARD, OR 97223 Fax. 503-684 362 BUP2002-00152 32 of 37 I ,.,: 1 030 rh.Ch0d hr � - RF1/ISIr1N MARKER �- --- TYT'F MARKER �------ F NI�F1 MARKERSECTION MARKER - - � DET�,II ti1ARK.[=R , � 02 )%_ A IOU �„°,.� Smi v3v_S 101 D.B. Ile-02 NOTICE: IF THE PRINT OR TYPE ON ANY 1 11� 1 1 1 I I I l I I l IIIIIII I I I l I I l I l l l l l l I I I l I 1 1 1 1 1 1 l I I l I l l l l l l I I i i l I l ! ill !�1_ l l IMAGE IS NOT AS CLEAR AS THIS NOTICE � 4 I G_ -_ -- -_ - _ 1__ _ ____l ______ gl _____ _ l _ __- off __ _ ____ III IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT E 6Z 8�7 GZ 87 6Z I EZ Z LlZ 71111 194,, 1II1111, III►1111.11llIit 1 1, � I I I1�111 II�1111111.1�►►I�1►I1� IIIIIII CII. ► II► VIII IIIIIIiIII � r i this print Is proprietary to Performance Contracting, Inc and It or any copies thereofl shall be returned upon request. It Is not to be copied, reproduced, or ext.,Med to outside parties, but Is to be used only with reference to contracts ur proposals ut this Corporation '�;f. N,h„I,q disclosed herein, not publicly ovollable, may be used without written perrnlssion EXISTING 9"x 9-1/2" COLUMN RELOCATED TO NEW LOCATION 6 7 Ii 8 9 t0 11 NEW 3505137 17 NEW 350S137-27(�16”0[ ` NEW 3505137 27(d 16"O C ,_ i (d 1b"0 v, .n n,- i I C _ _ e II 3 Z I S103 II ll U NEW 3505137-11 Z ;1 . - -- _.I, *I', f + X16"0C _ . I NII NEW 3505137-27 16"0 C NEW 3505137-27 co I I � , I k @ tb 0( I i -- NEW 3505137-11 1116"O.r I o!I, I I O r V to r G I z NEW 1505131-11 16"0[ ;n NEW 3505137 27 f z m N 12 0L 1 i o II NEW 3505137-27(d 16"0[ ' NEW 3505131-27 i (d Ib"U( 1 l ..._ _ I - ., - - -•' -�_. / ♦- ely I' ,`nq^ III , I! I ,I If R'� I . .__ ^� f 411, l NEW TS 5"x 5"x 5/16" $103 I { N o ! NEW 3505137 27 @I Iv U.( IA' ^ ^ f m z o 'A NEW 3505137-18(d 16"O CNEW I 3 ._....:._ � NEW 3505137-17�16"O.C. 350S137-27 16"0 C W II I I U - � -.- I1 ,l— NEW FURRING -- I 1,7 SECOND FLOOR SHEATH EXISTING WALL WITH 1/2" CDX PLYWOOD NAII WITH 8d (la 6" O.C. AT PANEL EDGES AND 12" 0 C IN FIELD EXISTING 9"x 9-1/2" COLUMN IF WALL IS CURRENTLY SHEATHED, ADD NAILING AS REI OCATEO TO NEW LOCATION REQUIRED TO ACHIEVE MAXIMUM NAILING SPACING AS 3 4 5 5' 0" x 8'-0" x 1'-2" FOOTING 6 NOTFD ABOVE. w/ Iti) #5x 7'-6" AND (9) #4x 4'-6" � $ s 10 11 � � I A NEW 350513744 0 NEW 3505137-27(a 16"0 C I (al 16"0 C ; I, , 111,4, , C i ' ►1 NEW 3505137-27 EXISTING 6" SLAB 3 (d 16"0( ,n I � AAI l , o ' I I m ice' = N 3 I I � I 1 _ .... _ _. _ ._ ...�:I .«... _ I.. ..-I. _._.._ _ _. _ �-..- ,�.:.�...T_•_-.T.3""r„��. ��'�i."..7.1°'x.-....F __...: .... _:fI; _ ... +;T = NEW 3505131.27 8d (n 6" 0. . AT PANEL AGES AND 12" 0 C IN FIELD. NEW 3;05103( 4V r" "'�, I i I I 11 (a 16"o( SHEATH EXISTING WAL WITH 1/2" COY PLYWOOD NAIL WITH -- rr+ I La 6 li I IF WA y �! II rI 1 I it 1 LL IS CURRENTLY SHEATHED, ADD NAILING AS I I EXISTING 6" SLAB f � REQUIRED TO ACHIEVE MAXIMUM NAILING SPACING AS f, 1 I. 6-4" �� NOTED ABOVE. � II _ m" x x 1' 0" FOOTING w/ (7) #5x 5-10" EACH WAY o � • • 10• � I I I I I JI I II NEW 15 5/16 Z �J •rt•--.moi: ._-.. EMIL I fc..i'w..�?."�..'..a►.__ __.. ..�I LI. NEW 3505137-27 016"O.C. NEW 350S137-27 p 16"O.C. �( -�+ V I.DRUGNI 30'_65 S.E. Kowal l Road I i • I '� SSOC!A _ E'� (' I 2 I I A630-3506 -- �! I - _... ._ EXISTING 6"SLAB o w I ~,, S103o ! ' ; + I , 'T� __.I _._'. _._ I !i i, _..,. _..w_ r .i- ..__ ::,�-K_-W I a �=_._ (�msulting StfUctural Engineer!, �Slx ( 3 5(17 Estacada, 3) I �I ' o NEW 550SI17-21(116"0( �I �� hull f,iNG KE I I !I 0.0 I h i ' NEW 3505137-18 IS 16" r- � it m . NEW 3505137-27 16 0 C I NEW 3505 137-18 NEW 3505137-18 3505131- I `I 16"D( I 16 OCA 18 16"OC NEW 3505137-18 16"O.C. I" .'...:.• II 1 +It Ili NEW FILL I , 5 Qm I f I- -- 5103 `m I I I '11-1h - Job Numb•, -- I 55-57,q6 EXISTING 6" SLAB DATE (,t, LIF' I tutu o _ 0 ' 2 tT-4 1/2"TO FACE OF TILT-UP • 3'-6' • e'-1• • 3'-6' • !'-f1" • �� • m' ----- —-- I � i� 3 _ 4 a 1 NOTES: PCI -- PORTLAND INTERIOR $103 • 3'-6" • 1d'-0"i0 FAi E OF TRT UP -I I 6AWGUT EX15TIN5 CONCRETE SLAB TO F'L,�CE FGOTING. PATCH SLAB 45 REQUIRED TIGARD -- OREGON NEW TS3 5"x 3 5" I 1� TO MATCH EXISTING, Tl PICAL. U. li x 1/4" COLUMN II II 2 FIELD VERIFI ALL D!h1ENSIONS FL EVATIONFi 4Ni7 CONDITIONS NOTIFI' STRUGTUR4L it 3'-6" x 3'-6" x 1'-0" FOO-PING II I ENGINEER OF ANl G15CREPANGIES BETWEEN THESE G'RAWINGS AND ACTUAL GONC'ITIONS. � I w/ IDI #4x 3'-0" EACH WAY ` p II j J 3 FOR ALL NEW WALL CONSTRUCTIr^'N, PRO'✓IC>E NEW 2x4 PRE65LJRE TREATED MUD5ILL, WITI-I Ff�AMIN� SOUNDATION PIAN 5/8" "HILTI KE5-II" EXPANSION ANCHORS WITH 4" EMBED rs 4,3" O.G. MAX., T1 PICAL. I PROVIDE ADEOUATF ?EMPO4�R) 5HORINr5 ^F - -, `� EXISTING STRUC:TLIRE BEF�,RE •�Nl 5AWCUTTING. OR REPLAGF_MENT OF E IBTING FR.�MING MEMBERS. I_ .. j ■ PERFORMANCE CONI-RACTIN FIRST FLOOR SLAB PLAN PG INC' TECHNOLOGY GROUP ' 8015 SW HUNZIKER Phone 503- 684 5533 HUriziker Rd, 801.5 TIGARD, OR 97223 Fax. 503-684-3627 BUP2002-00152 33 of rn' n o, „ ,.. 37 118"=12„ J.S. 5 �,8 02' 1030 _ -- - ,r.ckW I,, 1 RFVISICIN h1AF'KER t - T) rE MAF?1(Fv'. O FINISII MARKER .. A : CCTICIN Ai,�.f'I':CF; A { DETAIL MARKER 36"Ir, 4" VG -4 -02 A100 `` S=1 02 A1(10 -•- 030__5102 D.B.• 5-��8-02 NOTICE- IF THE PRINT OR TYPE ON ANY I I III III III III I I I I I I III III III III I III I I f'T I I"f I I I I I III III 11 1 I I I i l l III III 1 1 1 1 III III III III I I f ' I I I I I l i l 11 I I I III I I I I I I I I I I I I I I I l i I I ill I I I I I I I 1 111 III I I I A I 11 2I � _ 5l 6 I _ 7 18 i ! 9 I I 1U ( 11 1� IMAGE IS NOl AS CLEAR AS THIS NOTICE. __----- .___�__ _- �.____. �_ _ ---_�_ �_ _ - -�__-_ IT IS DUE TO THE QU,;LITY OF THE No 3e :2. .r. ORIGINAL DOCUMENT O�E Z t3Z LZ 9Z Z 1b1Z EZ Z TZ 4Z 6li 131 GT 9tI � G 9 9 t £ ZII�III �� II � llll IIlllllllllll II �I I ►11IIIIIII111III�►Iii I►IILIi�llllll�llll i T► � (IIII IIII I�Illlllllllllll�lul�llll W u��I�lllll i!�III� ) f It- print is proprietary to Performonce Contracting, Inc and it or any copies thereoll i/,6 l � � I ,hall be returned upon request It ,s not to be copied, reproduced, or exhibited lu outside PLYWOOD DECK ;.•nr but is to be used only with reference to contracts ur proposals of tris Corpor„1-.n GLB (EXIST) INAII ER 9"x 9-1/2" COl UMN It 1 disclosed herein, not publicly avudable, moy be used without written parr? 3x1? NAILER, RIPPED TO WIDTH OF .. NOTE I / r JACK BEAM 5/8" BEAM FLANGE, w/ 3/4"0 1HREADFO PI 1/4"x 7'x 9" TACH SIDE r�- STUDS (la 24" OC (WELDED TO BEAM) w/ (2) 374"0 A307 MB I 03/16 t/ TYP PRIOR TO ERFCTION IN COUNTERSUNK HOLES I OF COLUMN 3/4" MAX 15. 8",� 9",, 9' 1 PI YWOOD DECK PL PLYWOOD DECKT , 5"x 5"x 5/16" I , NAILER 3) 13/816"x 1x SSL HOLES w/ I TS3 S"x 3`1 1/4" - I EXISTING PIPE COLUMN 77-:7==7 - .31 3/4"0 A325N W16x77 - PL 1/8 w/ PL 1/2"x 8"x 10" w/ (2) 3/4"0 I I NOTE (2) 11/ 0 BOLOTSS w/ I "' r INSTALL (2) 5/8"0 Lill TI KB-11 A325 IN 13/16'x 1" SSL FXP ANCHORS INTO BASF PL ATF; NFW COI I fMN ASSEMBI Y i - - - .---- r°'. 10 5/8" 5" (IJRREN f l Y NO T ANCHORED i 11-7/8" T)I ^'• T PL 1/4"x 3"x 8 1/2 w/ 1 1/2" 6" 1112" I N I ORED REMOVF PORI ION • • 12) 3/4"0x 8" LAGS MAINTAIN 6" MINIMUM SPACING OF EXIST �, I I BASE PLATE 1U ACCOMODATE NEW 4x10 w1 1/4"0x 8" I 3/16 DBE 1WEFN - I DISTANCE BETWEEN CL, DANCHORfAND NEW WAI l_ =� == FXI,TING RF AM - i 1/4 D W160 -7 LAGS 12" 0 C I I EDGE OF BASE PLATE ♦ PL 1/4"x 3"x 9-3/4" w/ • 3/16 D I 121 3/4"0 M B. PL 1/2"x 4"x 9-1/2" w/ I I 1 W ior77 r • ` ;_ �• PE 5/8"x 14"x 1'-4" w/ I 12) 3/4"0 HIL TI KB-II EXP ANCHORS 1 3" MAX (2) 3/4"0 HIL TI KB-II EXP ANCHORS Lal 7" GAUGE 371h @V-1 1/2" GAUGE I r I 'f Il. SIMPSON ITT 411,88 HANGER IEXISTING BEAMS TYPICAL PI 108"x 6"r 1'-0" w/ I PL 1/2"x 5" 1- 1/2" NON-SHRINK GROUT FOOTING, SEE PLAN 1 1/2" NON-SHRINK GROUT I f0i111NG SEf PIAN c EXISTING BASE f LATE I I XI. TING 6" FLOOR SLAB 121 3/4"0 Hit TI KR-II EXP ANCHORS 5/8" I 1/4 GUSSET PLATEns. to • Col (al 9 1/2" GAUGE } TYPICAL #4x 2'-0' (la 14" 0 C. ALL AROUND _ #4x 2' 0" 24" O C ALL AROUND I� 8 1/2" \ / EMBED IN HILTI HIT HY 150 -* 4 4" J 1 1/2" NON-SHRINK GROUT I FOOTING, SEE PLAN 1/4 D \ BOTH SIDES - 1 m EMBED IN HIL 11 HIT HY-150 ! I NOT C.: OF COLUMN i Y ► ° -- ------ -- - - -- -t- #4x 2'-0" �° All AROUND - TEMPURAk 24" OC i `' ° ° I ° — -- - --------- IIY SHORE ExISfING REAMS AND V V v V ° --- p- — — ° - - • ° v EMBED IN Nll TI Hit HY 150 REMOVE PIPE COLUMN TO INSTAL I NEW FOOTING - + - -- --- • v • —v v • • • • �, — - --- -- v e CUT EXISTING BEAMS AND COl I1MN CAR AS NEEDED �._-_- __s__ ° • ..� ° v •_ _y� - -7 TO PLACE NEW COLUMN RE-INSTALL PIPE COLUMN ___-...v-_ _ y v ° I 1 n� ° vy ° v -- „ --v-- m• -_ TO SUPPORT UNCHANGED BEAM MODIFIED BEAM ^- T °,- - -v • • ° --'� TO BE SUPPORTED BY NEW COI UMN ASSEMBLY 1 -?" 3N T FIRM UNDISTURBED SOIL FIRM UNDISTURBED SOIL I' } SECTION 1 3" SECTION 1 3 4 I S103 FIRM UNDISTURBI D '.OIL S103 SECTION SECTION C _ S103 S103 SECTION EXISTING ROOF EXISTING ROOF 5/16" PLYWOOD DIAPHRAGM 5/16" PLYWOOD DIAPHRAGM OVER ?x6 T&G OVER 2x6 T&G CUT BACK EXISTING FI OORSHEATHING TO ERECT CONNECTION PATCH TO MATCH EXISTING I I PC 1/2"x 4-3/4"x 7 1/4" 1'-3 1/2" TOP AND BOTTOM 9 3/4" 2 1/2" CLEAR BETWEEN' 2 1/2" CLEAR BETWEEN' / _ / 3505137-18 3a 16" O C - 3505137-18 3a 16" 0 C _ I PI. 1/2"x 11 1/2"x 1' 3-1/2" •7 1/4" DECK AND BEAMS • DECK AND BEAMS w/ 35OT137-18 T&B w/ 35OT137-18 T&B I •4 3/4" ONE SIDE ONLY 1 1/4" .•• 1 1/4" 2 1/4" • PL 1/4"x 3-1/4"x 4-1/2" 1" 1" .. .. L 4"x 3"x 1/4" CONTINUOUS, EACH SIDE, l4'x 3"x 1/4" IONTINl10US, EACH SIDE, TOP & BOTTOM w/ #10x 1-1/1" WOOD SCREWS 12" w/ (1) 1TOP A O M M � w/ #10x 1-1/2" WOOD SCREWS (al 12" =.> 0 C INTO WOOD BECK O C INTO WOOD DECK t-� n,• ANGLES FNUG TIGHT TO WALLANGLES SNUG TIGHT TO WALL �-- -____ N __ N l Ln _ -._.. BUT ALLOW SLIP 1/2" CDX PE YWOOD BUT ALLOtrJ SLIP _ 1/2" COX PLYWOOD ~ TOP AND BOTTOM �� TYPICAL TYPICAL / ''- 3/16 <PROTEC T WOOD 3505137-18 (al 16" 0 C 3505137-18 (a) 16" 0 C TJI JOIST 1 DURING WELDING I w/ 35OT137-18 T&B w/ 350T137-18 T&B I EXTEND OVER WALL .�-~--- ---- l .- - TJI JOIST - - - _- ` `- --- - / - r <TOP AND BOTTOM s (3) 8d #100-1/2" SCREW rte+ 3/4"0x 8" 1-1/4"x 11-7/8" TIMBERSTRAND EA. SIDE OF JOIST 1-1/4"x 11-7/8" TIMBERSTRAND _-. . LAG BOLT --------- - BLOCKING TO TRACK, TYP. RIM BOARD � TEMPORARY #100-1/2" SCREW ! T It BE OCKING til SHORE BEAM EA SIDE OF JOIST # � ( 121 #10x 3-1/2 SCREW TOENAIL BETWEEN - TJI JOIST 1' �• •• i" 111 JOIST - TO TRACK, TYP T JI JOIST - 8 -0 0 C EACH JOIST, TYPICAL (2) #10x 3-1/2 SCREW TOFNAIL --- EXISTING JOISTS 2 1/2" BETWEEN EACH JOIST AND HANGERS TO REMAIN 4 1/2" -_- / #10x3-1/2" SCREW TYPICAL #10x3-1/2" SCREW 1-1/4"x 11-7/B" TIMBERSTRAND EA SIDE OF BLKG r RIM BOARD 3505137-44 (x112" OC 3505137-44 Col 12" OL EA SIDE OF 101ST EXIST ING COLUMN - 1-1/4"x 11-7/8" TIMBERSTRAND TO TRACK, TYP. w/ 35OT137-33 T&Bw/ 3501137-33 T&B TO TRACK, TYP TO BE REMOVED (2) #10x 3-1/2 ;CREW TOENAIL BETWEEN EACH JOIST / RIM BOARD / TYPICAL EXISTING COLUMN _ I ' I TO REMAIN (?I #10x 3. 112 SCREW TOENAIL BETWEEN EACH JOIST 3505137-44 (@ 12" 0 C 350S137-27 Col 16" O C w/ 350f137-33 T&B w/ 3501137-27 T&B SECTION SECTION 7 SECTION C 9 10 S103 S103 ON SECTION S103 SECTION D,1VID�UGI�'I 30265 S.E. Kowall Road S103 ��ASSOCIATEs Estacada, OR y7(123 (X03) 630-3506 SIMPSON U26 HANGER (al OUTSIDE STRINGERS, Consulting Structural Engineers Fax: (503) 630-3507 SIMPSON U26-2 (a) MIDDLE STRINGER (2x6 LAPPED TO 2x12) r I NEW 2x10 ROOF JOIST (al 48" 0 C. (SNOW DRIFT REINFORCEMENT) INSTALL NEW BLOCKING INSTALL TT BETWEEN EACH JOIST 13 NEW BI OCKING � AS REQUIRED 1' 0' 10 BETWEEN EACH JOIST • S103 AS RFQIIIRED � f 11 IOIST NEW/EXISTING PI YWOOD SHEATHING - 11/1" 9" 11/2" 1 I I 1 F JOINT La► SIMILAR CONDITION I (2) 16d 1-1/4"x 11-7/8" TIMBERSTRAND ! � INTO EACH STUD ,. ,.,. NEW GLB _ __ -_--- • 55-5736 . _.- - -.� ..-__.__ _- _ _ 5 1/2" MIN'. 3/16 ✓ _ -1 DATE UESCfrIFTlurd EXISTING FRAMING 1x11 STRINGER 1 IZ ---- - -- i 3 04-72-07 MUILOMt's PERMIT IOL" • SECTION 1 4..- / ( PI 1//."r< 10"x 11" (FRONT) Q+ 4 � 1 � NI- fl lih�< JOISTS S103 _-�- © 0 w/ (4) 3/4"0 A307 M$. � 61 � PL 1/2"x 12"x 1i" (BACK) +L J -- - - w/ 141 3/4"0 A307 M.B. I _� •i�l -� / ' NEW 1 1/!,"x 11 7/8" 10" PCI PORTLAND INTERIOR I IMRI R`,1 RAND TIGARD - OREGON EXISTING GL.B NEW GLB Pt 1/2"x 7"x 12" I • m EXISTING 101ST$ NFW GIB I' CJ X3/16 l/ _ ' l `,IMPSON HCA HINGE CONNECTOR I 1 9/16" SIMPSON VB7 KNEE BRACE - • OAP BEAM AS REQUIRED BY I I APPLY 10 JOISTS CLOSEST FRAMING DETAILS CONNECTOR MANUFACTURER TO (01 UMN TS 5"x 3 5"x 1/4" - I I I _ I • 1x11NUPCI STRINIiE 2 K10PERFORMANCE 5 1/2" MIN. CONTRACTING INC SIMPSON IJ26 HANGER (a1 OUTSIDE STRINGERS, TECHNOLOGY GROUP 2x6 @ 16" 0 C I SIMPSON U26 MIDDLE STRINGER (20 LAPPED TO 1x12) Phone: 503-684 SS33 TIC,A,RD, OR 97223 Fax: 503 684 3627 8015 SN, HUNZIKER 2 3/4 i_12J•,•, Or l,.•,- ,.4 Nui.�t.. SECTION 1 _ 13 14 Hunziker Rd, 8015 :S— _E". 2 1030 S103 SECTION X163 SECTION SECTION BUP2002-00152 C11 _36 X24 V � °r 5-1128-02 - - s1(13 510334 of 37SECTION _3 ,,eva-.r Gat• 1 O�j;(1 r' •�R. � meq. n2 NOTICE: IF THE PRINT OR TYPE ON ANY f 11111 I I I ! 11 1 1 11111 1 1 1 I l l I 1111111 III I I I I I I I 1 1 IIIIIII I I I I I I I VIII I I l l l i l! IIIIIIII III ►111111 I I,LI I I I I I I I I I I I I I I I I I I I I I I III ( I I I I I I I I I I (I( I I I III III IIIIIII III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 61_ 1 I I g lUl I 11 I .L� IT IS DUE TO THE QUALITY OF THE Na 38 � ORIGINAL DOCUMENT �F tiiz 1 8f z Gl L 9 z s z id z E z z iiz o Illllil!I IIIIIIIII�III!IIIII IIIIIIIIII IIII�I Il1�'llll1)llllllllllillllllllllllIIII�IIIIIIIIIIIIIIIIIII �II�LII III IIII�IIIII�IIi�lllll IIII1 l 11 1 I 11 111 ; I12-- IL 1I l fc� [ TIIII I1illlIllll �llill �llllllI 11 � 1 ��b l� lltl lIl �ILIIIIIIINIII Incpant Is proprietary to Performance 6intractlnq, Inc and It or any copme, therealt na,u be returned upon request It Is not to be copied. reproduced, ur exhibited to outside Ites, but Is to be used only with relerence to controcls or pruposuls of this CorpQrubun twriq disclosed herein, nut publicly available, may be used without written perm,sswn ^y _ _ (3) 2x4 w/ (2) 16d TO EACH POST -- - -- r T I-� _7 T- - (WHERE HANDRAIL IS TO BE REMOVABLE 2x4 CAP w/ 2 16dTO EACH POST I , SUBSTITUTE (2) #10x 3 SCREWS FOR NAILS) 4x4 POST (No 1 OR BETTER) AT 48" 0 C MAX T11 JOIST IN 11 T 1188 JOIST HANGER I 6 Jib" til B TYPICAL 2x4 KICK PLATE I I SIMPSON CC78 COI. CAP 3/4" Q o (ECC76 (lo ENDS) " CDX PLYWOOD STIFFENER, APPLIED TO 1 JOISTS w/ (6) 8d NAIL S, EACH SIDE OF 4J "' I 6x8 POST HANDRAIL POST � ' (6x6 POST Cal ENDS) 1 7 1/2" a W ,I AT Fl OOR Si AB, CONNECT DBI, STUD", TO SLAB WITH AT FLOOR SLAB, CONNECT DBL STUDS TO SLAB WITH SIMPSON CB68 POST BASE -L SIMPSON Still TT TENSION TIE W/ (6) #10 SCREWS TO STUDS SIMPSON S/LfT TENSION TIE W/ (6) #10 SCREWS TO STUDS (CB66 (al ENDS) - - _ ^' & 1/2" DIA HILTI K9--II W/ 4" FMBED TO SLAB & 1/2" DIA HILTI KB-11 W/ 4" EMBED TO SLAB I SIMPSON A35 TO EACH JOIST EACH SIDE �• OF POST NAIL THRU 3/4" STIFFENER , 10 11 10 11 I FOOTING SEE PI AN INTO JOIST WEB PLACE A35 (la TOP OF WEB - • 1 #4x '1'-0" q) 24" 0 C ALL AROUND � I ?3'-1 1/2" - - --�- ') 611/16" � 4•• 1-1/4"x 11-7/8" TIMBERSTRAND r' 11'-2 1/16" 11'.11 7/16" -- i EMBED IN HILTI HIT HY-150 I RIM BOARD 3 ) V-2 1/2" S104 S104 s1o4 -- }- - ._ — 6-- �A121 SIMPSON A35 C EACH JOIST (2) 5/8" M B a1 • - � __--------' ---------------------------- ------- ---- - ----- 101 3505137-1 r 16" 0.0 I v v ° r., #12x 3 5 SCREW BETWEEN EACH, ST N 8 I t f-�==_-_1N�- 1 - j .I � r _ BLOCKING TO TOP PLATE, -iYPICAI_ 1/2 CDX 3505137-44 (aa) 16" 0 C , [• _ t — I I 3" SEE DETAIL 4/S104 2'-0"x 4'-0"x V-0" FOOTING FOR CONNFC[ION TO SLAB I y� 6x6 POST w/ 131 #4x3' 6" i FIRM UNDISTURBED `.TOIL � : _ I I t ' 10'-6 1/8" I I 1 ' SCALE: 3/4"1 12" SECTIONSCALE: 31 = 12" SECTION 2 I x I I 5104 S104 e I ;r m rn I 4 SEF DETAIL 2/5104 0a LAJ CD �- 1 1 _ a 1 I N � S104 I 6- /4" GLB RIM BOARD w/ 16d TOENAIL (la 8 0 CD l , 6-3l4" GLB i '. I. 3" a " : i D (4) Hd NAILS ' I j� I > 1 0 EXISTING 6" `J — IILT-UP PANEL Uv I N I SIMPSON ECC76 COL CAP I C. z I 6x8 POST z 1 4'-6"x 4'-6"x V-0" FOOTING; Y 1 ,, Y 1 __ "�- , • a t_s I �r-�— w/ (5) #4x 4'-0" E W BOT Ca j ;�' I x _' I ''t I ' • j 00 3 H, I I °° 1 __ m 1 6x6 POST - I SIMPSON A35 - =n O I ^ I urI I4 o r a I t s I w 1 Ln - 1 51/1" 1 ° 2" CLEAR TJI JOIST 4'-6" 10'-3 1/8" co -. SIMPSON CB66 POST BASE I i i 15 f i 3"x 11-7/8" SHAPED TIMBFRSTRAND 5103 BLOCKING AT EACH H R P(ST SIM. (3) #4x 2'-0" DOWELS I a - 1/2" CDX 1 1 EMBED IN HILTI HIT HY-150 D FOOTING, SEE PLAN Lit"), 4"x 1/4"x 0'-8" o i 1 1 I ar,\o N - w/ (4) 11/16"0 HOLES ® I I I m o w/ (2) 5J8"0 M B TFiRU BLOCKING I 3505137-18 T-5 3/8" r; • 4•r . ` (til 16" O.0 1 t 3505137-18 1 m --------------- RAM SET FASTENERS ---�---- AT 48" 0 C. 4' 6"x 4'-6"x V-0" FOOTING I ' i 6x8 POST I i i v EXISTING 8" STEM wl (5) #4x 4'4" E W BOT ��- — i 1 1 • ` . ° WALL (BOTTOM I I a STEMWALL FTG I I u_ - -li I APPROX 5'-2" F _ t 1 ° j I NCD 1 li i ° BELOW TOP OF - - ` --- --- - - — o--�II 1 I SLAB) I I 1 @' I i it I ' + FIRM UNDISTURBED SOIL 4,r ° o 2 I m D S104 I - i i I SCALE: 3/4"= 12" SECTION SCALE 3/4"= 12" SECTION DAVIDBIIGNI 3026, S.E. Kowull Road m I D slog C r SSnC'1ATES Estacada OR 97021 � I-1 (,503) 630-3506 T-0"x T-0"x V-0" FOOTING I 6x6 POST 1! i Consulting Structural Engineer~ Fax: (5(-13) 630-3507 w! (4) #4x 2'-6" E W. BOT I I 1 II - I PI ill i,ir.Jr KF — ( C - 1 ' - ---- ------- ------------------------- ' -- _ 6 ( __________ I I 1-1/4"x 11•-7/8" TIMBERSTRAND 1-1/4"x 11 7/8" TIMBFRSTRAND ----------- --------------------- --� L--� 11.---_---3505137-18 16'=0 C _ -_---- _ -- - I -- - RIM BOARD w/ 16d TOENAIL (til 8" 0 C RIM BOARD w/ 16d TOENAIL (la 8" 0 C n t I 51404 5 9/16" T-0" 11'-0 1/8" 11" 10'-3 1/16" W-7 3/16" T-5 3/8" n Ar,n,h I+rn • AT FLOOR SLAB CONNECT DBI STun7, TO SLAB WITH AT FLOOR SLAB, CONNECT DBL STUDS TO SLAB WITH r° 55-5136 SIMPSON S/I TT TENSION TIE W/ (6) #10 SCREWS TO STUDS SIMPSON S/LTT TENSION 71E W/ (6) #10 SCREWS TO STUDS - --- DA I E C,1 _ EXISTING 6" 1J1 JOIST �I I I I � EXISTING 6" -- & 1/2" DIA HILTI KB-11 W/ 4" EMBED TO SLAB ' & 1/2" DIA. HILTI KB-11 W/ 4" EMBED TO SLAB / v TILT-UP PANEL D TILT-UP PANEL -� - — ------- -- •• n n 1 TJI JOIST v v 2 NOTE: I 4 BEARING WAI LS, USE 3505137-44 WITH 35OT137 33 T&B ?yl? STRINGER1/2" CDX - r' 1/2" COX - v r NON BEARING WAI lS, USE 3505137-18 WITH 350T137 33 1&B PCI - PORTLAND INTERIOR 2x4 (m 16" O C _ 350S137-18 (la 16" 0 C n TIGARD - OREGON SEE DETAIL 4/S104 FOR CONNECTION TO Sl AB SEE DETAIL. 4/S104 FOR CONNECTION TO Sl AB v n 11 I D n v .. - II TOOL LOCK–UP FOUNDATION PLAN I RAMING PLAN FOUNDATION , FRAMING , _ I I r _ •2" CI EAR •2" CLEAR SCALE: 114rr - 12" SCALE: 114n - 12" AND DETAILS UPCIPERFORMANCE CONTRACTING INC TECHNOLOGY GROUP Hunzixer Rd, 8015 801 5 SW HUN7IKER Phone 503 68.1 5533 r. BUP2002-00152 TIGARD, OR 97223 Fax: 503-681-3627 35 at _ _ .. ,., 1030 37 A ._ S NOTED J S. _ 5-?$-U2 1 ^ I,eFw nr t•ob, pn•rh• REVISION MARKER i — 0. TYPE MARKER t FINISH MARKER A SEl,11UN MAkKEK A- --- -- otTAIL MAI:KETt SCALL- 3/•1" = 12 �Et,TIGN ' 5 SCALE. 3r4" 1." SECTION � A t j0 CA 1 U0 �� S 104 S 104 t„air,..,.., S-104 030_S104 D.B. 5-1$ U1 �k NOTICE: IF THE PRINT OR TYPE ON ANY I L I I 111 ( III IIIIIIII 1 1 1 V I I I I IIIIIII V I I I�I IIIIIII I I I I I I I I I I l I l I (I I L I I I I I I I I I I I I I I I I I III III V I I I l i l l l l l l I I I I I I I I I I I I I I I f I I I I I I IIIIIII I J 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 V I I I I 11MAGE IS NOT AS CLEAR AS 1-HIS NOTICE, l_ I 1L - I _ l I `'� - L --4t -- I '`�1 - I 3 =--I - �L----I - gL ......". . k,% 1 IT IS DUE TO THE QUALITY OF THE No3e r E' 8 Z 7, G1 Z 8 jZ 9fZ it�7, E Z ��7 t I 0�L I �e t f'jt G�i 9 T 9f I t�i S tTt t�t I dt 18 �8 lG I 8 Q >G 17 I t�tei�w 11 I I I ' II�IIIIIIIII ILII till II Il III ILII III IIIIIIII►IIIIIIIIIII�II11 (IIIIIIII IIIIII�IIIIIII ILII!►ILII;IIIIIIIIIIIIII�IIII�1IIlIIIIIII�IIIIIIIIIIII�Wllllllull�llull��u-� l 11«�I IIIIiNI1 1 I ►II►I►III �� I II I II � 1 II II8��I I �IIIIIIIII�III (III ( Illlt ORIGINAL DOCUMENT ll��ll lull II ��I�IIIII�� II III I Tho. print ,s proprietary to Ferlormunce Contracting, Inc and 1l or any copies thereolf shall be returned upon request. It is not to be copied, reproduced, or exhibited to outside Parties, but is to be used only with lelerence to contracts or proposals of this Corporation Nothing disclosed herein, not publicly available, may be used without written perm.ssron LEG EN D l , iY 1- FF� V' 7 8 n 10 I A A i 103 � IIIIIIII1l11 B @ o _ WOOD SHOP PALLET SHOP ! u.,rrmwaww 7777., --77777777_ I Ir N,ilrleM ii ri .. , NY■�lY�1eM ICY er ? r uerrl r,rr n w I ' I C4) Ir i II O CJ r I CYl �� Q O I � t I I I' !� (Y ! 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II Ijl III VIIIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 61 -}f 1 — $� l I 10 I 11 12OL I IT IS DUE TO THE QUALITY OF THEN ,8 - LEI _ ..-- ORIGINAL DOCUMENT (( £ 8Z 8Z GZ !! 9Z 97 fi� £ti Y. tL Oti 8i tai GI 9t 9t 6�i I� 1b £ i—"� II II �IIII IIII Illl�lll��lllljjllljjjlljljlljlllill l I�j II 11 � r ; ; � 1I III III illllllllllilllllllilll� I�Il�llll lj�.11�j�l��l 1�1u�lllllllll�ll I� inail iy proprietary to Performance t;untrachny, Inc and It or any copies tllereuit r:,,u be returned upon request. It 15 nut to be coplel, reproduced, or exhibited to outside 10 11 "fie'. but is to be used only wnn eference to contracts ur proposals of this Corporation 9"n i disclosed herein, not pod ; ovailobls, may be used without written permission 1 23'-19/16" CL / CL WALL FRAMING 6 11/16" LEG EN E7 11'-2 1/8" 11'-111/16" r � _m m LJ Fr-- I I I I I I I I I I I I I I I I 1 OB I I I I 1 I I I 1 I I I I I I 1 I I I I I I I I .o I /<1 I I �J I rn I 1 I 1 - I I Q �Q) I 0< co I 1 I I — I I I -------- ------ 1 I I I I I 1 I f I I 1 I I I I 1 I I I I m v1j X f I B m II II II 6'-0" (10'-0" HIGH) 5 9/16" �_ --_�- — —_- 113/16" 11'-2 1/16" 8'-7 3/16" . 3'-5 3/8" '4 L 23'-4 7/16" 5 9/16" .� w H111( DING KEY N 55-5736 0E17 WP t ION 0 1 2 - _ __ -_ 3 4 PCI - PORTLAND INTERIOR TIGARD - OREGON D.uw,rl fllw - - WAREHOUSE TOOL LOCK-UP UPCI PERFORMANCE_(H) 0 CONTRACTING INC O TECHNOLOGY GROUP --- �� 8015 SW HUNZIKER Phon,2: 503 684-5533 Hunziker Rd, 8015 TICARD, OR 97223 Fax 503-684-3627 BLJP2002-00152 37 of 37 .. by C I 1/4"=12" J,S. 5 -'N-02 1030 S-2H-02 °ro""° L.- — A .=6'x24" VG. - f REVI BION MAf1KLf: 1 -- 11'F'E MARKER ��-- FINISH MARKER (L""A 0SE('UION MARKER - - DETAIL MARKER � �J 030_w 102 D.B. 5-28-02 t'Ir*y.,wn _...- ., _...-. ., ,.... _,_,... ..-.. ...._.._..._... .__ ..nx..a- .w.�xl ��l�lM,6erTwkr`t.i�wMuw Wr,nu:r.nwlr:�e�.::..r =MN.0^ tw:xlMN•�INq�111r,1E�i.. 3 .�IIXNubcr•:Naea,ox+n nt..,r„r.,.0„e..:, _ ... .,-..... -. .. . --+-Y'--xmsmr, .._ ::r.rr-: - . ...._�.. ..�...... .. ,. ..._.«._...:._...... .__,... .._....-_ _ .. _... __.--_ -__...__ .... _._. _-._ _ _ ._..._ _ ..,..., . ...r-r,... _., .. -,. _ -....�..-:�::—•„rc,�.. ,._.....-�,�..Y,.W�r^---srrr<_z.:M;:........-_. 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