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8800 SW COMMERCIAL STREET-6 "1 o �i�• H IN Gro' M04 S 00 W e F= IRE ALARM SYSTEM V" r 5`f W a'en h �• MIN .I:�� �,,•u N MIA* w o� til FIRE ALARM CONTROL PANEL nnT. G� J rf 1u lle4 o 4 P j 11 r ll f 7anr / I 1/' -I �7 � �11II1f � �� Y9• - � rl ti $3l L �•• - , /,� �' / -�n e � �rTY�' jG' I V 4"1" D ANNUNCIATOR 1 �' �" ^n l L �. COP TRIGHI 1994 ti .. I , r �•� �u✓ �` hu Miller Consulting Enyuiaere,lnc 3 ® FULL STATION a >7 t� r , L AUDIO /VISUAL ( .�. Vee o-y- -},w a oR ZU04 ewe 1011t9`11' H • t• � ► .t G; It HEAT DETECTOR ACCESSIBLE TOILET STALL R MT q 5� WY OFTf�ARD O SMOKE DETECTOR Approved........... ...................:........ , 1 et�L OandRlonally Appmved ................ ( J: or only the kvG a fl$pft din: i 1. rinishes I O.i FslwRMIT NA. � 4.1' 1 oh U M I L L E R A. sbt vinyl f lig or epary paint. ® P IE Z O / S TR]E 000Mt:e: to:Follow.................• `—`�" e. 6• topsat cove baso, seal to floor. AttZCh................................................I J: 0 N S I l J I N C C. Sarni-gloom enamel a': balls 6 olp. P. gyp• tlr r1-• L-4%� w1NiJ•sco►M. 2. Nater resist (Type Nit) q bard at wall faces Job ACrd,r,.. : vy w, r E N C I N I E R S within 240 of front or aide of toilet or / , urinal. omit vapor barriar babind type Dy: � Dew �.1N�L.L.. IIAboard. •. —._..___ ........ _ ,.,r,„ -•,,,,. 2. Lever, •U• shape or elide type latch or APPROV;l7 Pl_AV"I I1�11bT 13k DN JOB ' 9570 SW Borhur Ulvd. i tock handles at doors (includiaq t.olIgt Suite One Hundred partition doors) . Portlorld, OR 97219-541 4. Bottom of mirror, operators of mechanisms, 140'-0" _ -- --------60•-0' — _ Phone (503) 246- 1250 dispenser outlets or other Controls at to• -- --- - -- - - ��-- —__ -- - — - --- ---- -- — — — 12'-0" Fox (503) 246-1395 above tin floor. 'coil paper dispenser at //►► .�, 6pall �� 1�� 290 above tin floor. Alole tf", 444 S. S1nks• Single handle laver type faucets. &0/4Q _ Insulate hot water and drain under sink. �l� 4iL �1 6. Crab burs: 1 1/21 dial. x 1 1/20 clear of 11 wall. Satin stalnleas steel fiaise. Solid FOQ- ��,�,;t o __ I!! 8' x 12' RAMP blocking at valis for anchorage. s 7. open front toilet most vS vitt no cover. I; 5 0 - N r r II g'-0" 40'- -- IU' -8" -- V) II , " LJ in 11 -- s00 • i • ti " O F 6Q'-0" a c� JR RA 100 (S -- . N � 'I • —T~ '•I to .2 -0 r oRACK RACK M��•S WOM N S r CID Q N i .— W s 1 Y S 04 O 0 ` ow a) lot BAS tI ON --- ---- -- U 0L' � 0 m to ti - - --- - - w 0 — -- - — - Z 00P 0 _ i 10 - o' -- 00 -- 2 1'-3" RACK j :a o - - S — - ---- S , S ---- -- -- S o 0 00 _-- z Q a- RACK -ISE ralr��r�Goft WALL, — - ----- - - -- ---- • M' — — __-----__ — - -— O 0 S p s V . all • .f JOB No. �A►A -___-_; . •. .I 950059 • RACK d �— • • • C r • • DRAWN CHECKED 7-1 2e'-0" 2e'-0" 29'-0" — 2e'-0" 28'-0" — 60'-0" GATE 2/8/9 � ' 200'-0" -- REVISIONS A 4 Commercial Str.8800 MEC96-00036,BUP2002-00080 - FLOOR FLAN _ , of 22 SHEET 1 OF 4 NOTICE- IFTHEPRINTORTYPEONANY Tlf III � � � III . II ISI III I I III III III ! I !� � III III !Ir"IIII III 111IIi I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 I I I �I I I L I I I I I IT IS DUE TO THE QUALITY OF THE No 3e 11I►Il�ll�l►�I �II �lllIII � eltS�ORIGINAL DOCUMENT kv, t1o 6�> L T 9�I 1� ►I11��l 111111ll ►1111111� tll III11► 11;11 IIII1111111111 � 111 l�9 11l1lti���Il►IIIjI£II1zU l�llli11�11Y14u�111 • 8' • SOLID GROUTED DIN. BY BLDG, MFG, #5 AT Za" O.C. 46" METAL BLDG. 5. HAIR PPINS .MFG " - SEE FND S � I PLAN- _ . 12- C4 ' 'i (�) I• top 8" C.M.U. WALL A AND 90T. r • . '') i _ 8" C.M.U. WALL . • >�------ ---X----x _x . - _ - i I� COPYRIc►II 1944 C) low, ',,� - Miller Consullln9 Engineer g.irnc • a I I �, REINr STL. (2) N4 TOPJ 1'- 4" 1'-0 94 CIA. / SEE SC�4EDUtE ANDBOTI I o (2) N4 TOP 1'- a" • • . • �. 0• CON i I AND HOT. i1 OI _t SECTION 'a I I 6" CONCRETE SLAB CON T. I i W/ NS Al 9" O.C. -= 3U.--- 4 SECTION E E° 1"= 1'- 0" I 30"_ - 4 — N5 AT 16" O.C. 30" 1"= ,�- o" M I L L E R f. - NS AT 16" O.C. 30" SECTION A T 5' x 5 ' CO H S i � r'I N G I I FOOTING E N G I Nf ERs I I 6" CONCRETE SLAB 4 W/ 15 AT 6" O.C. _ �'- �'- o' 111=1T�-i1 ���—��_-r " 9570 SW Borbur Blvd �-111--r1� i��11=;1' so'-o - ,' Hundred - l11- (11 —� 6" Porlteon°a,eOR 97219-5412 ' COMPACTED BACK FILL � `'' =IIS:==1r l�l� 1'- F" 1e'- s" 20'- a" 1a'-6" Phone (503) 246-1250 111111. COMPACTED BACK FILL o 2 — For (503) 246-- 1395 I r— - i LjLir4'-10" a 10w N5 AT 16 O.C. I I D D D I M5 AT 16" O.C. EA. WAY. I I I D I EA. WAY. 12" I ( I I 12" 3 1 I I I iv FOOTING SCHEDULE �1- -- A 5 x 5 x 24" w 6 5 EA. WAY. - '�1 - - 8 7 x 7 x 30' W/ (8) N5 EA. WAY. —ll 1�'{ r = I I 21:11Il-111 :f u-fil1� C 8 x 8 x 30" W 10 5 EA. WAY. r • m I I 0 3 x 3 x 12" W/ (a) #5 EA. WAY. III---Iil-=1I1-- • IInl;.11, °° i I I . " I ! I V J 1 -4 A cn _j 1'-a" L-Li t t L L rT SECTION 2 S E C TI O N n 3/a,._1'-0" I 0 A A A 5 A ' I A o_ 1 y r Q 41, + (2) p5 x 10' HAIRPPINS I o J N N o I \ f AT EA. MAIN FRAME I ( 8' x 8' ao 0 COLUMN TYPICAL. I I o w 2 I I I 1 a Mp I 1 ( o J 'w FF= 165 I O 1 I f :D Ucr - - - - - - - - - - -- - - _ - - - - - - - - - - - _ _ _ - - - - - - - - - - _ - _ - _ - I r '- I ,? aC - - -- - - - - - - - 1 -- - _— - — —--- --I-- } - W 0 C�7 o I II Z cc) I I �- I I I jO L - - - - - _ - - - -- - -- - -- - - - - - - - - - - - - -- -- - - - - - - - - - - - - -- _ _ _ - - _ - - - - - O 1 6" CONCRETE SLAB I 1 r� W/ 6 x6W14xW14 WWF W/ 6 MIL. I I a POLYETH. V.B. I I A ,n I I I -- - - - -- - - --- - - - --- - I - - - — —} - ~ Q I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z 0 0 F I (2) #5 x 10' HAIRPPINS � 1 I o LL. ATEA. MAIN FRAME I I I I a \� A / COLUMN TYPICAL. A A A B ry I - °O .JOEL No. D D D I - 950059 � DRAWN 1- - - . - - - - --I_ .I -- - -i I - _ -\ l� WN GHECKEO -- _ -}- - _-- - -- cLJ L __ _. J L .- -- _I L _ _J 28'-0" 28'-0" 28'-0" ?.13'-0" 28'-0" 20' 0" �-- 20'-0_ 1g' E'• DATE 4/7/95 79J REVISIONS 200'-0" _ _ _ - t 6' Commercial Str, 8800 A MEC96-00036, BUP2002-00080 FLOOR PLAN 2o1 22 Q" SHEET 4 S - 40F 4 T k NOTICE'{CF: 11- THE PRINT- OR TYPE f lII I I Illll � l III I I III I I Ili I I III I I III I I III II I Ill I I IIII I ! lIl I I IJ ! I I III I ! 1J1 I ! III I I III I ! ! ! 1 1 1 1 1 1 1 1 I I I I'I I I I III I I I I I I I I I I ' "' "" E ON ANY I I I I I I I I I I I I l I I I I I III I I I I I I III III ( 1 1 1 " I I III I I ! I I I I D I - IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 4 I ( I I II I I ..� --- --—_____. .-------------� -__._.. ----�__---- - --L- - --5� 6�_--=-----?� _ 8 9 - 10 � 11 � 1� - ----------1 --- - — _ _r_� IT IS DUE TO THE QUALITY OF THE r. .39 ®°"_.W-" j II��11r11-111-III1'�1,1II1IIlI8II�IZi.! III�IIIIjIi�1b11Z1�ll�lllllIZ lllllo1I11IZ III�III�1 IIIIfII8IIffII I' 9GZIII�l1EZ I�IIIllZ IIIIIIII�IIII IIII T.IIIIII9!ITIIII I�6ItIIIIII111ORIGINAL DOCUMENT 8III II£I ► T ZT T�t o�t 8—-rII jL I �9 I 9 I # E Z t�nue 1111111) I� I I �IIIIII Illlllllllll�ll l Ilil�l , .I II�IlllL111lL1l11llI1111 (IIII IIIIII1l111U IIII IINIII ; ; j i ' and Construction Services Inc. y1 9025 S.W. Center Street P.O. Box 23784 Tigard, Oregon 97223 Phone: (503) 620-2086 1 FAX: (503) 684-3636 I I I ` I , ! I 11 i I ------ -_- .W. COMMERCIAL STREET I t EE—'S---------------------'—'—'----------__.—_—_—_---.— _—.—.—_—_—_— I — - - - - - - - - - - •--------r�� 11 11711 1 1 111 ly RAMPP \ I DOCK \ I \ REVISIONS: i - 8XI ITNG OFFICE / WAREHOUSE 24,1072 OF. I I I EXISITNG WAREHOUSE 15,000 or. Lr5U -C) NG --- •• . ,•, DOCK I ---------------- -- 1 CONCRETE SLAB- , .........................................•--- CIT of T � — — Ao9roY�-.Iv Aq.rovsd.........-. ....... Co„dniondwo H APD �soriosd m: - - — ForonNOle _ .1 k IT — — — - -- - -- - -- -- — — — — PERM NO.r toy µ ch............. - - — � see Loot yh...._.. ... . .. — — _ PROJFSdo Pdd" Lim— SOUTHERN PACIFIC RAILROAD — — —' z, 9Y in MAGNO HUMPHRIES, INC. PROJECT INFORMA11ON8800 SW COMMERCIAL ST. VICINITY MAP TIGARD, OREGON NO -1 �' — ivs TMlmi NunpM/rN NICOLII ENGINEERING, INC. SITE PLAN Date: 3-28-00 8800 9.W. COMMERCIAL 8T: 9025 S.W. CENTER $T. Pr20' TIGARD, OR 97223 TIGARD, OREGON 97723 Scale: I"= 20 (503)620-20d6 CONTACT : JAMES D. ANDREWS a m Drawn by. GES Checked by. JDA a Job No.: 000303 3O INFORMATION Drawing No.: SITE PROJECT NOTES: P�« INFOR•9ATIGJ OBTAINED FROM "A5•15UILTS" PROv!CEC By ALPHA ENGINEERING, ADDRESS: 88®0 B.UA CCWIMERCIAL Sl 'IGARD, OR STI 3 CURRENT ZONING: CBD THESE DOCUMENTS ARE TO PROVIDE THE "AS-BUILT", EXISTING CONDITIONS OF y THE EXISTING BUILDINGS AND ASSOCIATED SITE IMPROVEMENTS. INFORMATION g i CURRENT USE: OFFICE / WAREHOUSE WAS COMPILED PROM FIELD CONDITIONS, INFORMATION FROM ALPHA PROJECT SITE I�aCJ 1 ENGINEERING, THE DESIGNERS OF F THE SITE AND SECOND BUILDING AND NICOLI 1.0"TI D AT 4ENGINEERING FOR THE APPROXIMATE OFFICE LAYOUT AND NEW MODIFICATIONS. uu c!A ( °fu I LEGAL DE3CRIPTICW, TAX MAP: ?S ID ?AD m'M% SIC THE BEST OF OUR KNOWLEDGE THE iWORMATION IS ACCURATE AND '&A AALL ate• i0 TAX LOT: 1703 1 REPRESENTS TBTHE WT CONDITIONS. CODE SAI STRUCTURAL REVIEW HE EXISTING CONDITIONS ARE PART OF THIS 1' REVIEW OR THESE DOCUMENTS. 817E AREA 784,083 SA (100%J (L5 q.C) m BU4DING AREA, 39,077 SF. (5%) Commercial Sir.8800 MEC96-00038.eUP2002-00090 PNA'_T PAVING, 627,766 8F. (785%) 'QI 22 4 LANDSCAPING: 129,374 S.F. 065%) I PARCINIr: 49 TOTAL SPACES SHEET 1 of 2 NOTICE: IF THE PRINT OR TYPE ON ANY 1111i11 11111111 Ilt�111 111 111111 ITIT1fi1 1111TT 1�T TI71 71171 IRI f�'1(i111f 'IT<Tf 1"111f11 II11T�i Ilrhll VIIIA IIII-III IIIj jIIIII-Il 1111111 lIII III IIlA I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I ;}�I ji I iG IT IS DUE TO THE QUALITY OF THE •7 - iv1 N ss &=Ag- ORIGINAL DOCUMENT 24X_ uu iu�lluu��li uullm iulluu mduu` u` 18111111 llI�III IIIIIIIIL II11Illll IIII�III IIIIIIIII IIIIIIIII IIIIIIII III�IIL' IIIIIIIII IIIIIIIII 11111111 I `u>�u md� w��ul. ' I 6 uiuil�il -+T,CF Owl" -)Fr i,;E 'T-F� II GBS• and Construction Services Inc. LL Lj 9025 S.W. Center Street P.O. Box 23784 Tigard, Uregon 97223 F— oppici -E E Phone: (503) 620-2086 -"S. ""�WENANGIF Off E: Unf acic"Er.LNC tFAX: (503) 684-3636 0—.N.19 7"s —16n INC,Apb�.- L1:GNING Y-25 GA TRACK x 3" LONG W/ (1) 00 n STRUCTURE RR SCREW EA. LEG - GUARDRAIL HOLD TIGHT TO I,T r'f. NCAPeJLINC l4- RR careRlNca DL IN✓Ni ROOM 12 GA DIAGONAL WIRES OTCRLGE INCA"JLINOBoon UAPIA C)uM OFTICIF AT Ara' MAX. TO PLANE —LADDER _- LApGfiR OF CEILiNG 4 PARALLEL rtk 1 5/8"-25 GA EATUD TO COMPONENTS TYP. HANGER WIRE (4 TOTAL AT C50" TO *Tollk�49 Rcc" 11�4CAF'61.11.IWI • COATING COMPRESSION STRUT EACH OTHER IN PLAN)--,,,, RR if TCW-V'sE lIIIIII OTORAM ING fflqa�pP-4IN3 COATING :;VAV�4 LADFLIW. LAIIIIIALIN', —LADDER 45" Il MAX. 24 - M if ErRlAR won 11 1 1 LT L_ ------j bO 1-t-Na Room otI iou" ■ (2) NB SCREWS 6TOPLAG11i 6`41PPINi MAIN RUNNEL IL CROSS TEE MEZZANINE PLAN REVISIONS: SEISMIC BRACE DETAIL. NORTH EXfSTING ~%R PLAN FL%1^0; NOTE: THIS SEISMIC BRACE 16 TO OCCUR AT 12'-C" O.C. EA, WAY AND &'-0" FROM WALL$ EXIT WON 011 ELEC. A LAB OPPICE 01III OFFICEOFF= OFPCE LOBBY Ilk —z'I I---j"I JYL EXIT 6iQN EXIT WIN 20' EXIT 60N-� C EXIT6,04 — ------- I _Gem A01M OOWICE WW X Ir-W -1161 OP. offics -4' HIGH GUARDRAIL EXIT GII ELEC L W"W DOUN MAINTENANCE r Ll Room ——————————————— PANEI ROOM C401-MMNCI W/ 2x4 UP AND MID. RAIL :1��2,x'(o FULL HEIGHT WALLS TO ROOF: ELE%'W. ROOF STRUCTURE. BOTH SIDES PANEL NEW N"11LIALK" INCAP&L ING -111k,\NEW STAIR TO FINISHED W/ GYPSUM BOARD. W-APSULIING MEZZANINE ABOVE MAINTENANCE T Dlllll�Room I UZ15HINd aPlce I NEW MEZZANINE ABOVE INCAF-111111,iW, I I (BELOW) --44 -- i HC Pm FLORESCENT -------- I FLUSH CEILING FLUS!-4 CEILING 4x4 P.T. PO-5T------L, z-/ — I PROJECT: BELOW INCAMbULIW, 6TAGING FLORESCENT LIGHT LIGHT APMA W- Wit NEWjTAI" INCAPtUL,14 moc" CmIC-1 ` RRaN�E —�-- MAGNO DLIIING 11 R15ERS AT C5 1/2'1IZ1 I I RR 10 RUNS AT 10 LADDER HUMPHRIES, INC. COATII -- - - - ON -- 8800 SW COMMERCIAL ST. TIGARD, OREGON INCAFI&;L,IW. NEW WALL C T • 14 O.C.GUARDR14L ITW/ GYP. 50. PANEL 4. HEIGHT 38" I NEW OPENING ELI INCAROULIN3 PANEL. BOTH SIDES U JAMF3 AND DOOR MILLING TABLET TABLET THAT WAS REMOVED. p"" Rao BRI 111100M ate: 3-28-00 Scale- 1/16 1;—1 1—Off 2x12 JOIST O.C. Ll j N. 1, 1 ELEC. PANEL PLYWOOD SHEATHING W1 Dr(-,wn by: GES 0 i GYP. 15D. CEILING BOTH FLOORS i T % EXIT Checked by JDA xI2 BEAM 61 WIDE Job No.: 000303 W MEZZANINE GATE NEW EXIT 77 Drawing No.: PLAN COATiW. SIGN. WARE64OU6E 4y "L F.T. POST IN ROOM BELOW MIXING BOILER Room --CYCLONE FENCf-:-� I (WEIGHING ROOM) SEE DETAIL ABOVE FOR SEISMIC BRACE DETAIL MARANIINIE PANEL L LEC. PANE L CI:KER ROOM &WIF'"45 MAINTENANCE AREA NEW WALLS EXIT SIGNS NORTH REFLECTEDCEILING PLAN AT NEW 01-EN OFFICE CORRIDOR NEW MEZZANINE ABOVE MAINTENANCE AND WEIGHING ROOMS FLOOR PLANW/ NEW OPEN OFFICE AND MAINTENANCE ROOM I IEZZANINE A C Commercial Str.8800 MEC96-00036,BUP2002-00080 4 of 22 SHEET 7.y �. 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Boz 23784 i Tigard, Oregon 97223 Phone: (503) 620-2086 FAX: (503) 684-3636 i ! , i ! i I ! � -------------------------------------------------------------- ----------------------------------------------------------------------_.-- .-------_._____---- i ! i I � SW.COMMERCIAL STREET I � ----------------------------- --------------------- - - - ------------------------------ ------------------------------- _- -___ ___ i �, 1 a —..------ ----- ------ - - ------------------- - — -----------------------•--- \•� �� .�•�..`�'��' hANDIcaP ' � RAMP ' DOCK I \ REVISIOh�'): EXISITNG OFFICE ! WAREHOUSE I \ \ i 2412 8F. \ �\ (BUILDING 1) ' L L "• EXISITNG WAREHOUSE 15,000 SF. I r{;;'. (BUILDING 2) I L------ ------- :'t�;:•:'•' �:::t'.?y!�:'' RAMP DOCK -_--� ----------------- •.'r ;;�;.'..1'., '.•:..•,b' •.'• RAMP ! CONCRETE SLAB ----------------------------------------- -------._— __ ---------------------------------------------------------- I SOUTHERN PACIFIC RAILROA - - - - - - _ _ PROJECT MAGNO HUMPHRIES, INC. 8800 SW COMMERCIAL ST. PROJECT INFORMATION VICINITY MAP TIGARD, OREGON NO H 000 - APPLICANT= SITE PLAN �G���� � D 3- 28-00 c� Thalme Numpb•foe NICOL I ENGINEERING, INC. p� \�, i` S&W S.W. COMMERCIAL 57. G` J"'d.•'''' _ 9025 B.fU. CENTER 8T. I„'zm' �� ,oed 0 e: 1” 20' TIGARD OR 97223 TIGARC>, OREGON 97223 (5P�3)620-2086 ' Q` ae kAvn by: GES CONTACT . JAMES D. ANDREIUS ��°`" \p�a�g�+° 'Checked by: JDA (\i`�o'�Fa`� ''' y a� Job No.: 000303 SITE INFORMATIONG �P �°`w Drawing No.: SITE INFORMATION OBTAINED FROM AS-BUILT-S PROJECT NOTES ��-�r ����G QS�v ,\���� PROVIDED BY ALPHA ENGINEERING. 'Q P od � ADDRESS: 8800 B.W. COMMERCIAL Br TI(SARD, OR 97223 \� CURRENT ZONING: CBD THESE DOCUMENTS ARE TO PROVIDE THE "AS-QUILT", EXISTING CONDITIONS OF THE EXISTING BUILDINGS AND ASOOCIATED -SITE IMPROVEMENTS. INFORMATION _ CURRENT USE: OFFICE / WAREHOUSE WAS COMPILED FROM FIELD CONDITIONS, INFORMATION FROM ALPHA PROJECT SITE \ ENGINEERING, THE DESIGNERS OF F THE SITE AND SECOND BUILDING- AND NICOLI LOCATED AT L ENGINEERING FOR THE APPROXIMATE OFFICE LAYOUT AND NEW MODIFICATIONS. &•coV1111114CIAL LEGAL DESCRIPTION: TAX MAP: 28 ID 2.40 TO THE BEST OF OUR KNOWLEDGE THE INFORMATION IS ACCURATE AND 4 6A HAu'Atvd. � � m TAX LOT: 1203 REPRESENTS THE PRESENT CONDITIONS. CODE COMPLIANCE AND / OR $ d, STRUCTURAL REVIEW OF THE EXISTING CONDITIONS ARE NOT PART OF THIS SITE AREAL 184083 S.F. (100%) 0A A.C) REVIEW OR THESE DOCUMENTS, 2 m � BUILDING AREA: 39,072 8F. (.4%) Commercial Str. 8800 MEC96-00036,BUP2002-00080 ASPHALT PAVING: 622,266 S.F. (78.5X) � 9 of 22 LANOSCAPING: 129,374 S.F. (16.5X) SHEET PARKING: 49 TOTAL SPACER ---- -- 1 OF 1: -A" .anwr-�u-rr. �7+r.K+.'nr-^-.••.»,r-,... .-�-r._ _w.-,..,_. ...... p ,..r•..._.....r..� 4 ., ..... milr w, re..v �.mr.,.. 3-7 .. . _-r.mhMS�!af. 'X'r•�,w�.,�._- ,-n...,.�, y'q ."'.`. iwv�.ryr7lr•.. w.... w NOTICE: IF THE PRINT OR TYPE ON ANY r�r11 � I III III Ill III III 1 1 ill Ill III I 1111 1lt rlrT11 111 Ili III 1 1 111'111 III III 111 III III I I III 111 III til Tli III I 1111 III 111 IIIIIII flI Ilf! I !I ISI III IIIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I I I I ( -I---_I-_�I- ----IL�I_I �- --- I I I I glil IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT £ 8 IS Z I I � III II�l8II�tIIIIII �l,IllllTlIIIIIIIII IIIIIIt111 11�I8I11111��. �llllll Il1I l9lil�l 9 £ Z lu iI��I�►„1�I I - 1'd i oma- AF ILAIL vs, w OPS" LO"Y and Construction Services Inc. t _ 9025 S.W. Center Street ' P.O. 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WAY 4 AND 6'-0" FROM WALLS oer 6W wo _ LAS Cwvw a.»w Ornw 0"01 OR»C11 LOwr 1 I 4--.@mom 201 �; art f10H I 4, G K f10N I I I I �`w• I I ^�j M'i•r Ir-f'. 461 OP. i a►Iw 0171C/ arlw AIrA DOT 11" I 4' HIGH GUARDRAIL WA =M MARnnw+c� oorwaw • NIOOht W/ 2x4 UP AND MID. RAIL '"""• N0O" I �' , I 2x6 FULL HEIGHT WALLS TO ROOF CPR= OWE ROOF STRUCTURE. 50TH SIDES NEW STAIR TO FINISHED W/ GYPSUM BOARD. C NEW "CAS" n+c-wuL►+. i i MEZZANINE ABOVE MAINTENANCE ® T � "r i !Root+ ROOM �«�Rn NEW MEZZANINE ABOVE (BELOW) l I at 21 4'x1' FLORESCENT 4'x2' FLORESCENT 4x4 P.T. POST Lw PROJECT: FLUSH ..-EILING FLUSH CEILING 5ELOW LIGHT LIGHT ow MAGNO NEW STAIRS ROOM Nr 11 RISERS ATS 1/2" p� "'�"`"' NR I 10 RUNS AT 10 -H UMPHRIES, INC, RC'^"Wil OOATRIf NR 8800 SW COMMERCIAL ST. DN NEW WALL— IGARD, OREGON ►. _ - - - - 1 RleAPOLM 2x6 a I6 O.G. rroNel„ —' — i GUARDRIAL HEIGHT 38" i NEW OPENING BOTH SIDES r raw .aRo.l� TASU" T»�•I" Dale: 3-28-CIO — JAMB AND DOOR ; ; ^11 + ,, THAT WAS REMOVED. I c a(e: 1/16" = --0 2XIO JOIST • 16" O.C. NEW EXIT------ Drawn b : GES 9 W/ PLYWOOD SHEATHING W/ SIGN. Off GYP. BD. CEII-INC BOTH FLOORS _� "�"`� yJDA Job Checked by 000303 bIC„ SU& •4x12 BEAM - � Drawing No.: PLAN i4x4 P.T. POST OOLM °a"" rACRCAsas i IN ROOM BELOW mf9m "0°" (WEIGHING ROOM) Room F� I SEE DETAIL ABOVE FOR SEISMIC BRACE DETAIL LOCK"gloom '"' " "AR"'""" NEW WALLS EXIT SIGNS NO � ti. REFLECTED CEILING PLANAT NEW OPEN OFFICE AND CORRIDOR NEW MEZZANINE ABOVE MAINTENANCE AND WEIGHING ROOMS FLOOR PLANW/ NEW OPEN OFFICE AND MAINTENANCE ROOM MEZZANINE A I/9" ►'-0" C 1/4" I'-0" I/16" , I'-m" Commercial Str 8800 MEC96-00036. BUP2002-00080 10 of 22 SHEET LZ OF 2_ ---�1 �- I jll IL1 �IIIII11�1illIII I I 11� 11111�11 i-jI 1-l-1 IiJ1l�iiIj1JlNOTICE: IF THE PRINT ORTYPFONANY 4 10IMAGE IS NOT AS CLEAR AS THIS NOTICE, Ida IT IS DUE TO THE QUALITY OF THE v "°.3e S` x ORIGINAL DOCUMENT E sz 9z Lz 9z z �z £ I z tZ oz -A­ 6Bi '�t, 91 9�I 6t BT zt [T i s I T8 s r4 16 I £ Z t7111UN �I �I� i iii i� I� ►�� � i�l►i 1i ►�iiiiliii►luu u�uii:�aIluiil�ual�u 1� �I� iii►I HAH r and Construction Services Inc. 9025 S.W. Center Street P.O. Boz 23784 1 � TK#d, Oregon 97223 I , Phone: (503) 620-2086 FAX: (503) 684-3636 1 1 1 • . .. ..��..��../�r•��.Nr....•..•.•_.......Y.. ...._• .••.1.�•.�..ir��O.��rY•�.O.Y�.•.Y.�•.�� Y.!•. � r r r •rrrr � - • •r.r • + • r.r/ i r• • • Y Y •tl Y r 'i a • , 1 rrr.• -----------.—.—.—_—. .._- ----- ----- ------ –{� S.�J_CO%r1EQCIAL STREET_�.—,.._..-----------------.—_.—___ --------------- ----------------- - -- .Y. Nom.�_—_•—__—r__w�_i—_�—• �__�.r-...,_-�.-�—_.-- • t •.1 r V J —'-.Y_—r ---_— -------.—_�, r Y V Y r M /n ' /rrrr♦ V t Y 1 .tl• 1 r...�...�..�..---.- ..- -.--.. _ 77 1_ ITIF T T 1 � ' I � 1 •. I I HANDICAP \•. \ \ I DOCK REVISIONS: EXI61TWm OFFICE i WAREHMSE 24012 6F. (WILDING 1) LI -Lit 1 Aa OF lU&W WvR/,, 1 , . 1 t; EXISITNG WAREHOu6E ' I'S 8F. Bu1LD!NG 2 ' ' LL 6.2%.._.... RAMP DOCK I R4MP I ----------------- .._...—.. CONCRETE GLAD ., 1 --- —• _ PROJECT` SOUTHERN PACIFIC RAILROAD , MAGNO HUMPHRIES, INC. VICINITY MAP 8800 SW COMMERCIAL ST. , PROJECT INFORMATION TIGARD, OREGON J T' NO / •• SITE FLAN •••• ' " Date: 3-2a—OU ?helms wurpWas NICOL; ENGI�:EE'RING, INC. saw 81U =110 ERCIAL Or. 590 SAW. C.UNTER Sr. :.r:.. I••�D' ..•,. � `�iC01e: ��= 10' TIGARD, OR 91223 TIGA,?D, OREGON 91??� !.•.• ,,;,, � Drawn by. GES (:303)4620-:286 '..:.. .,... y CONTACT r JAM&b 0. ANDREUS Checked by. JDA ' •• • ������ Job No.: 000303 SITE f F-�E MA110N • .• r.. cy Drawing No.: SITE r•rr PROJECT NOTES . INFORMATION UBT/11N�':') FROM "A�-BUIl.T9" ••':" ^•�... " •1r �i PROVIDED BY ALPHA ENGINEERING ADDR>E88r COO 8dU COi''>r1ERC'!AL br � r1r3r,41�D OR 97223 CITY OF TIGA1=tU GJRRENr ZONIIVCsr CDD THESE DOCUMENTS ARE TC PROVIDE THE AS-CUILt , EXISTING C NDIT ONS OF } t •3nditionally Approved............... !. THE EXISTING DUILDING6 AND ASSOCIATED SITE IMF ROVEMENT6. INPOWATION or only the wo Ik as Described in. WA6 COMPILED FROM FIELD CONDITIONS, INFORMATION PROF-1 ALPWA PROJECT SITE SFR CURRENT U6Et OIPICE /WAREI-MST: ENGNEERING, THE DEbW"ER6 OF F THE SITE AND 6ECOND BUILOM AND NICOL I LOW"WO AT � Seel tter Follow......_._._..- .-..•--- [ ENGINEERING FOR THE APPROXIMATE OFFICE LAYOUT AND NEW MODIFICATIONS. �" l�'�'~' A t bt, ��ct - .r'' LEGa4L DE6CRIPTIONr TAX MAPr ?s Ip ?�+� TO THE �!' E6T OF OUR KNOWLEDGE THE INFORMATION (6 AC AND 'L�h'dk� lob A dre. -- TAX LOT: 1?m3 REPRESENTS THE PRESENT CONDITIONS. CODE COMPLIANCE AND � OR rt Ry . _ nate . STRUCTURAL !REVIEW OF THF_ EXI6TING CONDIT(ON6 ARE NOT PART OF THIS � SITE AREA, 784,"3 8F. (IBX>,re A.C) REVIEW OR THESE C)OCUMENT6. > o VVIL.DING AREAr 39,072 8F. (b%) Commercial Str. 8800 MEC96-00035,8UP2002-00080 AbPNALT PAVINGr 622,266 6A (1i3 %) 110f 22 LANDOCA10142r 129,314 OP. (1636) SHEET PAWINSr 49 TOTAL SPACES OF rllrltllilllillltlrlililrfrl'Ir1 rI Iltilllllllllll ! IIIIIIillllllllllllllllllllllllllllllllllll NOTICE: IF THE PRINT OR TYPE ON ANY � J I � I I � I I I I I I � I � I f I I �I ( � I I I I � � Cm I I I I I I I I I I I I I I I III III III I I III I I S I I III III I I ;j � II I �I IMAGE IS NOT AS CLEAR AS THIS NOTICE, --_ _ --�_ .__.. �.�._�� "�L__----__- L---_----_�L_.---_I___ I $ I �UI I 11 I 121 ,1 J IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT >✓ Z II s tG L Z e1Z I Z O L e t 9 t L t 9 i 4 8i 9 4 1►- ' S 7 ,i�irrl IIII IIII�IIII IIIIIIIII INi�llll Ilil� 11 II I l I II ► l IIII Iilliill 11lli1 Illllll�lill lill�llll.11lll�ll I lil 1 �I �I II 1 III I�IIII IIII�IIIII IIII fli �� I � II II i �IIIIIIIIIIIIII(IIIIII II II II IIII IIoo�� �� ll 1 jj (Il it lllllllllllllllll�lllilllllllllllll► �IlllW.11.�lllTll I !l ulllllllillllllllll�lll l�l►[IIIII I.(LLIIu .1111+1111 k jai 8" SOLID GP OU TED — DIM 8'r BLDG MFG—\ i = #`' AT 24" O.C. 46„ y - CONOPY BY \ METAL BLDG. b_ HAIR QQ SEE FND ND. MFG. U PLAN. o N -- — �� — .•— ,`i' (2) #4 TCP I �' - ---•%--N-- _ v 8' C.M.U. WALL --- - - AND BOT. • `,., E' C.M.U. WALL • i — � 3• - REiNF 5TL- I N q SEE SCHEOULE (2) #4 TOP L -_-1 4 1 1 - ? AND BOT. o t' 4" (2) #4 TOP . . . r CONT. o -� AND BOT. M SECTIOr- 1 � �I 6" CONCRETE SL.�E 30„ CONT. W/ #5 AT 8" O.C. 30" _ 4 ) SECTION EQ EQ. S— #5 AT 16" O.C. 30" _ 1"= 1'- 0" #5 AT 16" 0.C. 30" jr SECTION AT 5' x 5' --- FOOTING 7---- 6" CONCRETE SLAB 4 ! W/ #5 AT 8" O.C. _ �•� ,'- o' __ _ __— ----- ----- — 60'-0" ---— -- — --- - �• -- -_ - 1,_ 6.. -COr.IPACTEC BACK FILL �.- 6., 20'- 0" -- moi COMPACTED BACK FILL O - - -- o - �.� YPE -T7 ') -� T 1 #5 A 6 O.0 \ I I � J � D . /1J fw� t i a'-10" ( ��� 7 X1'7 s'ru� v°( EA. WAY. 1 I !� �! I #5 a7 16" O.C. I / EA. JAY ?2' N. — 2" U 7 NEw7rAt _ -- I -- F OOTiNG SCHEDULE 4 ! A 5 x 2y" 4,,' (6) #5 EA. B i 7 x 7 x 30" W/ (8) #5 EA. _ -- C 8 K 8 x 3C W/ (10) 05 EA. WA`' ac' N ! D 3 . 3 x '2" W/ ( #` EA WAY- _ ! ( . ' _4 if --- ► I A 3 SECTION - � i �r'A / F!c �'� ��! 7 I � I-'t' � ! ) � 1 ' SECTION ,- e 444 ", �{moo � 1 I . ! h► ft1 Pf f n, e-- Lf o' i I i I ! ��— — LJ `1 �� - - — - - - - -- -- -- - - o2 �. (2) #5 x 10' HAIRPPINS \ / AT EA. MAIN FRAME / o ON I I i / oa �• � � � � �,: ,rte A � ! :� , I I e /- • 1 cO I 1 16" C: .CRETE SLAB Q �'� I I ! W/ 6 x 6 W14 x 'N14 WViP' 'NI o POL`--TH.6V.B. A `" — - — - - -- I 0 I (2) #5 x 10' HAIRpPiNS ' 1 AT EA. MAIN FRAME 0 4 COLUMN TYPICAL. I A a �- A g - r D D - / ' 28,-0" I 28'-0 �20 0 -- 20'-0" '�' - 6' 200'-9" - _ —_ -- �- 5 f FLOOR P 'LAN l; /P 1 c- "400�G Commercial Str. 8800 MEC96-00036, BUP2002-00080 12 of 22 - '> NOTICE: IF THE PRINT OR TYPE ON ANY ►Ir�lllli"�► I ! Illlllilll! ! Illltl!illll! 1 tltr!I!Illrlr(T tItIl�lllltll I II�It1llllilllV IMAGE IS NOT AS CLEAR AS THIS NOTICE l l --- --- II�-I--- �— IT IS DUE TO THE QUALITY OF THE ____ "°�e g -- - - - -- - -_ —� -- --- - - -- ---- -- ---- - --• -- — ---- - - — .. __._._ -- -- -- __ - _ ORIGINAL DOCWAENT S ' 8 Z tl G Z 9 Z � Z E 7 Z i ti l Z 8 i B i G t 9 i 4 t ib�t S t tit i�T I t 8 8 G T9 14 16 tE I ri t 71YUM� I ' III II IIIIIIIII� IIIIIIIIIIIIIIIIII�Illllllll Illl�llll�llll�llll�!III�IWIIIllllllllll 11111111111111 II Ill�lllllllll�lilllllllllll IIII!�Iilllllll�lllllllll�llllll !1111IIII1!III II III III� I IIIIIIIIII�IIII�IIIIIIIIIIIIIIIIII�I(IIIIIIIIIII II �I II W 4: I I _ r I . , and Construction Services Inc. f i 19025 S.W Center Street ; P.O. Box 23184 Tigard, Oregon 91223 I Phone: (503) 620-2086 t FAX. (503) 684-3636 15 20_ EXISTING WALL I I I iv .--14"o y HAN,CAL ROOM SPECS. F!PE r -, 1.5 MILLION 5Tu N ATING APPARATUS ~ EX15TING WALL NEW I hr. FIRE WALL TO MEET AT LEAST 12„ 18"xl8" ONE OF THREE FOLLOWING SPECIFICATIONS: G IiCT BELOW) EXISTING WALLS TO BE ALTERED TO MEET I i AT LEAST ONE OF THREE FOLLOWING SPECIFiCATIONS: \-VERT. DUCT TO BE GEN cRED ,� —�_ --- 1 „ I by 4 (51 mm by I O2 mnl) wood stud~ 16 (406 nim) cin center with two layers of ;/ IN PORT I 3 CLEAR _,_ 5 . , T -, j 5 > } 's 14 (y.. min) rc alar�,yp,un� wallboard Hach side. 4d cooler or wallboard 1- nails at 8 (203 --- i 1 l . I ilii) im center first laver. �d coc►lerl'or wallboard 15 nails at R (203 nim) on center second layer kvith lanlinatin •co n'i ound between layers. Joints staggered hirst layer lied full EXISTING WALL r- 24 SQ. PORT -- I g p Y �g Y PP wi 2 FLANGE , len Tth vertical! IA1R INTAKE 17. Woad studs---- y, second I:!)cI' applied horizontally or vertically. J --------- ;U IT - ABOVE _ interior' 2" by 4" (51 mm by 102 rim) wood studs 16" (406 mill)on center cc•'it11 two lavers 1/7" ( 1 7 I - - i A�JAGENT 1 0partition with regular lp, laeaLr7 applied vertically or horizontally eacside joints1y yp.uwall- sagd. Nalbase with5d cooler I t or wallboard nails at $ (203 mm) on center, REVISIONS: ' hoard each side face layer with 9d cooler15 or wallboard 15 nails at K (203 mm) on center. i -- AIR INTAKE DUCT ; 2" by 4" (51 Ill ni by 102 rnnl) wood studs 24" (6 l 0 mm)on center with 5/K'" ( i 5.9 rim)Tey pe , (ABOVE) F - --- --- -- I I 'gYsum wallhoardapplied vertically or horizontally nailed %vith 6d cooler! 01, 17- 1 .314- wallboard 15 nails at 7" ( 179 n,m) on center with endjoints on nailing members. Stagger r joints each side. NEATERBOX I . - (34"Lx.60"Wx i in 30"THICK) I t { I EXISTING CEILING BELOW TO BE ALTERED TO MEET FOLLOWING SPECIFICATIONS: I f I EXISTING FLOOR TO BE ALTERED TO ^MEET ►n i FOLLOWING SPECIFICATIONS:BURNER � 1 I I I ITEM . ------ - ----- ---- ------------------------ ------- FLOOR OOR OR ROOF CONSTRUCTION NUMBER CEIL.tNG CONSTRUCTION 1 -�- ------- --- - - ----- --- ------a l3ase layer /x 1 15.9 mm) I•YPe X gypsum ' ---- - -- — wallboard applied at right angles to joist or I PROJECT: EXISTING 2" PIPE-TC BE RELOCATED 0 t 2 i . Wood joist, flour trusses and rix�l truss 24" (0 10 Writ) o.c. with 11/4" (32 nim) * EXISTING WALL-TO BE RE�^OVED trusxes spaced 24" (610 nlnl) o.c. � Type S or Type W drywall screws 24" (6 10 � DRYING OVEN i• 3,962 1/2" ; ilii!) o,c. Face layer -5/s" ( 15.9 mil) Type X BUILDING , with ( 12.7 mm) wood strut ADDITION 20,110+ BUILDINGgypsum wallboard or veneer base applied at '. ROOM UPGRADE ' s tura) panels with exterior glue a �I' • i • •- angles� , � right angle~ to joist or truss through bake p{ Ice at fight ankles to top c t , 7 TI 'A t Joist or truss with itiri nails. The - 1 - I . I layer with 1 /x (4K mm) Type S or Type 'fib I TIGARD, OREGON ��DRYING I IT. RATED l , • ' O'vEN DOOR 4 FRAF2:Z: ME I t i drywall screws 12" 005 nlnl) o.c. at cents I I k wood structural panel thickness •1 I ROOM w/ U.L. LABEL ~hall not he less than 1/z" ( I 2.7 and intermediate: joist or truss. Face layer CLIENT: joints offset 2 fi O I o a v �-- I I 1 mm) nor less than required h� 4 ( 1 mm) r m base la. er NEW 11^r. RATED WALL ASSEMBLY Q GAS CONTROLS Chapter ate �3 y joints, 1 1/-)" (3K nlnl) Type G drywall I - r ... . / 1 placed 2" (51 rnnl) back on either MAGNO- screws side of face layer end joints. 12" (305 mnl) � HUMPHRIES w I I 1 I 1 0.c. INC. I 8800 S.W. COMMERCIAL ST, TIGARD, OREGON 97281 ' i I � 4FFL I S 4NT / OLNE Date: 12/14/97 .' rl �EL�'"G -IUMP►-TRIES ` 1 Scale: 1/2" = 1'-0" 8800 S.W. COMMERCIAL ST. Drawn by: JMG T!GGRD. OREGON 9'1223 (2) EXISTING Checked by. JRN _ SAFETY CHAINS Job No.: 971206 I �N'� IN�EE Drawing No.: HEATER NICOLI ENGINEERING EXISTING I �f AND CONSTRUCTION SER,/!CES 9025 $.W. CENTER ST. MECHANICAL P.O. BOX 13784 EXISTING L ACCESS STEEL RAIL _ L�IDDER TIGARD, OREGON 9T28' i PERM,T 15 FOR WALL, FLOOR, DOOR FR."r-112, ,SND CEILING BELOW- I C;1rt� r , •• j•. 2'-4" DOES NOT INCLUDE ANY MECHANICAL EQUIPMENT. A r(jvr; A Pfcva0 ,. �d�tit3t►a�ly �►b0?�7 �' Fa�u,�ty tt�e ,nor t' IV�tpr l0'• /�j_!!t� is LActacl7 , ob Commercial Sir.8800 ' MEC96-00036,BUP2002-00080 13 of 22 SHEET i r 10 - ' -- ... ... .'a..0,: .,x,C,:!MM•Jr:v1N Y...:,.,a-x(d,,.. MY1:rM: ,C:. -.rY:.r :.. ......n1.,...........,. .fir.:..m............... :-w 14., IIrIIIIIIIIIILi � IIIIIIrrrrlr 111111111111IIIIIIIIIIIIIIIIII ! Illrllllllllll ' II ' IIIIIIIIIIII ! 1111 NOTICE: IF THE PRINT OR TYPE ON ANY � l � I � I 1I � I � � I �--I_�_I I� J j � � �� 4 1 � � I I _I� I I ! I I iI� � � I � i i � I 1 � i� IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - - l_ _ . -_- �____ IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT I � T ibi 8i 1! 1�� 119111 l 1111111Z « i 1►�11ll8112 4:K, l�������8���► G 9 4 tE Z I T�1,InM - lW1 l lil�llilllli r �� ��I III l� 11�.1�u�u��Illlllu�l.�u�l I u i i i � ZZ 09000-ZoNdne'90 9603N00 0099.31S t and Construction Services Inc. ' -�- --- - -- --- 9025 S.W. Center Street P.O. Box 23784 Tigard, Oregon 97223 Phone: (503) 620-2086 ' FAX: (503) 684-3636 1 a I I ! OREGON I 1 I I �: SFS Si N\G 1 1 ` I j FXPIAES 12 J1.96 fool-o I I 1 I 11 ry 14 I I ( � • I AI 1 I 1 I I EXISTING STRUCTURE 2... I I f - Gl — 3- 96 E R-lIT 155 E CIRCULATION % FORK-LIFT AREA 1 IP I I I 1 I j ao - 1 9 REVISIONS: NON-BEARING WALL MOM T - .I MOMENT FRAME EN l—'y I FRAME I I � I I I I I I PAGK_aGiNG AREA B I i I 2 I I I I I I I I I i I I ' F-.•��,-.GING :-:REA I �-� I SPAN DIREGffT,Oti OF CEILING I 1 i 0 1 I Ni I -EPGE OF GE I�_!NG ' I ABo/E PAGK..CsING ARE" I i I —i MOMENT FRAME � PROJECTS _ MOi'1ENT'�y o FRAME 1 1 1 1 ; MAGNO EDGE BO✓IOF GE!LING PACK,=,GING AREA HUMPHRIES 1 1 ? I 1 I I i NCN-B`� I._ I I I 8800 S.W. COMMERCIAL ST. TIGARD, OREGON _ I I GIRGULAT!ON / FORK-LIFT aRE a i TENANT IMPROVEMENT I , A I . f I E/ISTING 5TRUG7URE 28'-0" I 28'-0" I 28'-0" 28'-0" I 28'-0" 1 20'-01' ! 20'-0" I 20'-0" ---- _. —__ ------- -- - -- -- -- - - __..__._...... . .. -- 12- 96 Scale: 1/8 - 1,-0 Drawn by. Y.S ed•••"''••pro� '� Checked by. JRN Job No.. 960301 a FLOOR PLAN 51TE '�ipot o(T N0. p 1 Drawing No.: FLOOR COMMERCIAL 5T. , I .� 8 0 0 IoJORTH �_--- --Jd�a�. ;� / FLOOR PLAN _---- .»........»...............»................ ......... ppb WATER DEPT. - ��- --- - - _. I f -- -� -- —l_ -J1 / BURNNAM ST. TIGARD GI -I' HALL � J) NOM VICINITY MAP SHEET Y NOTICE: IF THE PRINT OR TYPE ON ANY f_I I I l f 1 1 1 1 1 1 1 I I I I I I I 1 1 1 1 1 1 I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 f1TIT� 11 I l l l f III 1 1 11111 11 1 1111 I, 111 i l 1 1 111 11 1 1 1 1 1 1 1 1 1 111 111 I I I I I I I I I I I I I I I I I I I I 1 1 1 110 1 11 III III 1 1 1 1 1 1 1 111111 1 1 1 1 1 1 I I iI14 I b I �rI toI li 11� _ zao.5 IMAGE S NOT AS CLEAR AS THIS NOTICE, - --1------ --I —--- - -1- -- -- -- -----�--=- --1----- —gl- ---- - -- L-- ----- ._L - - -I __ IT IS DUE TO THE QUALITY OF THE No 3e ®'='.... IZ I IL 93 Z Z IIIIIIIlllllllll�lllllllORIGINAL DOCUMENT III1�IE II8IIIIIZI I III IIIIII Il � ZZ J091 09000-MOUne'9E000-9603A 0099 AS lelojawwoz and Construction Services Inc. 9025 S.W. Center Street P.O. Boz 23184 gard, Oregon 91223 r Phone: (503) 620-2086 r AX: (50.3) 684-3636 1�.1�15 \'moi / --------- ---. -- NOTE �)RFG�IN - EXISTING METAL BLDG. 11 FiREBLOCKINC-a SHALL BE PROv DED BETWEEN TWE EXTERIOR WALLS AND MEZZANINE WALLS r 'NTERvALS 10 FT. ON CENTER �,I, 17 - - FS r� N�r1/ -PROVIDE SOLID BLOCKING E:I!STING 8" GONG.�,, 2) Q SPRINKLER 51-STEM SWALL BE PRO'✓!DED FOR THIS STRUCTURE. PLANS ARE REQUIRED AT ALL BEARING WALLS TYP. NAIL PLS WOOD TO TOP CHORD D< BLOCK WALL TO BE SUBMITTED TO TWE CITY OF TIG�•RD FOR .:.PPRO'✓.:L. ExP1RES 1. 31 9�; � % BLOCKING W.'bd NAILS a 12" O.G. 3) TWE MEZZANINE SWA,L NOT BE OGCUP!ED 4T THIS TIME, STORAGE OF .:NT MATERIAL NAIL 5070M C40RD OF JOIST WILL NOT BE PERMITTED. TO TOP 2'S W;' 4 I(od NAILS 11 Ea. SIDE - STAGGERED) i I j - 3'4" T t G PLYWOOD Or i 11 7/8" TJIi 35DF GYPSON BOARD - I I JOIST Ib" D.G. i 2 - 2X4 TOP PLATE NA!L JOIST TO Ie W/ -TYP. 1 i 2X4 - 02 4 B , 1) Ibd NAILS-TYP. II !b" O.G. - TYP. I/1" GDX - bd i 1/1GDx Nod GDX - bY NAILS b' O.G. EDGE NA!L6 OC. EDGE NAILS b" O.G. EDC;E NAILS b" O.G. EDGE '2" O.C. 0 F'ELD. 12" O.G. FEL I 12" O.G. * FIELD. I?" O.C. 0 FIELD. : 1/2"It NIL'I KWIK BOLT ? 2X4 TREA'ED -©.1450 PDF. 11 T GENERAL RE\/ISIC� �. � . 1/2"0 NIL I I KWIK BOLT 1 - —4-26-9,6 AT 14" O.G. Wi 4" MIN. ~�'�_ I �' SILL PLATE - TYP. I W,' I'-lib" EMBEDMENT j _..._`„ r / AT ,4 O.G. W/ 4' MIN. --3-29-96 f ERM I ISSUE EMBEDMENT \ i AT 24" O.G. -- I EMBEDMENT REVISION'. 0.145• PDF. �-►- - 24" O.G. - W/ 1'-1/8" EME3EDMENT DOWELS 04 AT 14" O.G. '' @.145• P.DF. — REB 4R - ? - 05 W' EMBEDMENTFOOT!NG5 24" WIDE !8" TNiGK AT 24" O.G. . E/!STING GONG. FOOTING. TYP. (:A SECTION A-A 1/4 x i I ! I WI© x 22 PROJECT: ,IQ b" WIDE % 14'-0" LONG ---"-EXTEND BEAM : 2" PAST MAGNO X 1/8" THICK W; 5i32"0FACE OF COLUMN HUMPHRIES SOLES AT 4" O.G. AT NAIL LOCATIONS. `\`J - - 318" ST!FI`ENER 1?'6 E.=. SIDE 88 OF BEA�l 00 S.W. coMMEkIIA,_ E TIGARD, OREGON 51MPSON N1@ NAILS\ / (1) 3/4"0 ERECTION BOLTS ---� -., - �-_--.—. -- -- AT4" O.G. \ 1e 8X 12 X3/14" / I W/ (2) 13/16"# 14OLES r-- TENANT - - -- IMPROVEMENT -\,W 10X21 W IOX22 = TYP. T / i - _ y 3/4" T AG _ / i/4 \OPENS PLWD. W I©x22 - LA O - - - 1�411411fQ b x X _ J \ 1/4"V i j f --------- 00Y 22 } Date: 3-18--96, _ 1/3/44E II y 3/lb"�' '2"-4" ' (2) 3/4"0 WILTI `CWIK ;Cale: 1/4" = 1 -� 3/4 R \ BOLT 2 W/ 5 MIN, EMBEDMENT / Drawn by. Y.S. Checked by JRN Job No.: 960301 -- [NOTE: USE EIOXX ELECTRODES ! SECTION PLAN S , MOMENT FRAME ELEVATION- DETAIL_ PLAN DETAIL DETAIL_ AND DETAILS C-_--_---._._._—_ M L I _'✓I � ) L I -©" \ D1 L l _ E 3" � I -C,il J I .LN ,,v..�wc,nwrl.�y.vl�.�.•.�.••.-...._...«,......._..,... ...».,_ �,,......_.,aw.,r..rc,.w.v..mro..�w+^u,Nwtr�,�al�fA+ ; +�Amm�Ml'9Mr !1;� NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III III III III III I I III III III IIT III III III I I III III III III III III III I I III III III III III I I I l I I I f I l I l I l I I' I I I I I I I III III IIIIIII III III i I l I! 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Ci t'Y OF T111 ARD Approved,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,..................•� Condltloncdly ARxrned , t It .- _... .. j' I',le/N;1,tn uuu.u.u.ur.....er..a I\� For or.1y the w e,r,'1 �,� / PF_IiMIT NO.(�e/L'_0. _..�c:I/00 e �� �1 9 - 0 0 - /r See letter to:Ft,t�nw................................................ l -C 1. glob Addross: Exit HANGER LEGEND F111ING LEGEND y S REQUIRED CONTP4ACT WITH TEMP QTY NU DATE 8Y COMMENTS -- -- GENERAL NOTE PROJECT TITLE SPRINKLERS USED REVISIONS APPROVAL l� HOOK M MACHINE THREADED ROD P PAPE O LET -- -- SYM MANUFACTURER TYPE MODEL r it.iSil r`iN SH „s'i"t 1 1"s`i f n° - -T- '- a } �/'�` ';� r • ) 17 E I 1 v ; ,; `' r' +. - - - ---- - ___..__ _�- _�_ In localities subject ' B COACH SCREW ROD N SN SHAPED NIPPLE c 1 r�4 �� y { !t" I '' ASIC t o freezing condi- In o n d l i • C "a ._ � P POWDER DRIVEN STUD � - �� , . , 1 __. -_- __-------- ..- __. � � �}� , , �g -_t.�1 _ , i.- _ �'< 1 : rlrt )N�e.. /� !5 S f n - --- tions the _ �> 5 �( 1 �i _ -- -- --- _ _ _ \ 1 i� owner's ♦ .. . FIRE w � oM �i �� D UNIVERSAL BEAM CLAMP R EXPANSION BOLT responsibility p res onsibilit to pro F T vide heat throughout PROTECTION, INS �. EYE ROD • / �F f � ,n1 t ar p ed a a ■ ., ro t - __ _------ -- _- � INr� i�11{_ -• I 6 areis tec by _ PHONE= NO ------- - APPROVEDP BE ON�c�b yl I a„ F U , I{7� it h� A I I' rr ____.. - __.___ _ _ _-.-__-.._ wet pipe sprinkler CON Tr{CT 1� " \i _G CEILING FLANGE --- V --_— __�-- - �Fi----- 1 -- system and in encaa _----•--- ___ _ ______ .___ I t .ANS MUST sures for dry pipe, H SIDE EAM BRACKET W -v- - - ____- -- --"-` �- - deluge and other --- -- - ---- --- ---.- . I J _ X _. ___-- _.___- .-- _ _ _ - types of sprinkler JOB SITE SUPERVISOR __ ----- valves controIIing s' K SHORT CLIP _ _ �---y 2 WAY EARTHQUAKE BRACE -- - - sprtintkleirlsylseemts JOB SITE PHONE -------- -�-- - 1-- -- r1UALITY CONTROL B -- DESIrF',ER UA CE St�EET 1r� . I k Et N J I!L'! r; A13PROVED FOR FABRICATION BY .._.___. _ TOTAL THIS SHEET t i A/rrcrs Jlve _,..... :.1 L! 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(.� '1� I� �� t 1 ,J r" 7 c A "U"- HOOK M MACHINE THREADED ROD P- PIPE n LET - SYM MANUFACTURER TYPE MODEL FINISH FI H TEMP CITY NO DATE BY - COMMENTS �G1�1� �Y�L >(a `)t Y► In localities subject t _�..1�t� � � - FIRE J B COACH SCREW ROD N 3N SHAPED NIPPLE 'J LO �. PEND, U '. '�' C+1R'� t - y s 28 z _- _Y - ASIC to freezing condi- M .RG. , �' tryv P POWDER DRIVEN STUD - __ ------ - ' 1_,1Ff — ni. Vr . (- am Iw.f '/*' ' S5" I 0 tions it is the owner's ��'��� � � (-U M�- K�•L��► D UNIVERSAL BEAM CLAMP R EXPANSION BOLT _ y - � r' U M 231 �13TId I, 0. 64 "/ " Z�6° F, vide h s t throughout to pro- _ PROTECTION, INC I � � . � >-z3_ I - vide heat throughout • , F E EYE ROD T ----- LOt., rnt F L ° ;j " •T( W 1-Mf 1 /t 155• _ ___ — �_ areas protected by a _. —_�--_. ____.__._ q NA LUMI A�1 _ __ - -- _-------_ _ -- - - - - wet pipe sprinkler CONTACT PHONE NO. F U _ __--_ _ _ IABti--- Lr•� N(7R1Z. Svl 7 2 N A yz t" X55 ----- G CEILING FLANGE V _ _ _ A system and in enclo- _ ��fl ��.� U't •. ' 1 J�1', r'--- --- - sures for dry pipe, H SIDE BEAM BRACKET W i _ - _ deluge and other -- - - types of sprinkler JOB SITE SUPERVISOR }'HnNf. J X _ _ _ valves controlling K SHORT CLIP Y - �- 2 WAY EARTHQUAKE BRACE -_T - -Y — _ - water supp les to JOB SITE PHONE - _ QUALITY CONTROL B', _M- DESIGNER DATE HE JO@ NUMBER m -- - --w-- - - - - TOTAL THIS SHEET 2.30 - - sprinkler systems. APPROVED FOR FABRICATION BY - L L.,.ROD Z L I OF I A/E/CiH INC ,P � ... - .,., .. .Pry�e y, pMMls+�e.,nwmarc:,.e•.a:<.+,la�n ,. •.•. 4w � ,.... .. ,1 NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 II ( I I I I I I I I I I I ILI ( I I I I I I I I I I I I I^I I I I I I I I I I I I I I LI 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 C111111111111111 1 111I1I III II�iI -�-. ,��IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 z 3 41_—�_ 5 _--_- - _Wil_ _ _ �1��_ -__g _ �—._ 10 _.-1._l1____ 12 1 �' °�`' IT IS DUE TO THE QUALITY OF THE No.39 ORIGINAL DOCUMENT fT;, 8Z 8� pGZ 9Z Z 1'T SZ 8 iS 0L 16i` tai Gt et Si 6i St Zi it- i 8 G II�� 9 9 S Y L 13'LIN ' l �I I I d �6_I l 111 luIII I II Il�lll I I11111111111111�111 lllllJlllll�.►►11111I1111�I -UW1-- - �� (IIII II�IIIIII�IIIIIII�IIIIIIIIIIII II111 I 1111 1 111 �Illlllll<<lll I� ►111 IIIIIIIi IIII IIIIIIIIIII III 1111111 II Ill I + I i and Construction Services Inc. 9025 S.W.•Center Street ' P.U. Box 23784 Tigard, Oregon 97223 f4 !' Phone: (503) 620-2086 FAX: (503) 684-3636 r • � ry fL I 1 I i - EXISTING WALL I I I I I I i �- VERT DUCT I TO BE CENTERED IN PORT I 24" SC. PORT 1 W. 2" FLANGE 14, G1.1CT I I1 FIRE DAMPER—` , � •�� SET FOR 14800 -1 _..I yam' EXISTING WALL I ' ! �j� v�yL c✓r 7. DUCT (BELOW) r SYMBOLS �:-� F�cac A=^'�T'2.r�t"40 rJ 1 joy t.,. 2&-r J f xtaiR GV FARE DAMF>ER (� �E"' FOR 148'0 V� I GAS SHUTOFF vAvLE 3" CLEAR / I ' FIRE EXTINGUISI-IER I EX?STING W.^..LL_ 24'25a. AOZT L E EMERGENCY SHUTOFF SWITCH ' � i AiRIw�AKE I � i r-- ------ ---------/ (UNIT . ABO`✓E ! I AD.14CENT ROOr REVISIONS: 45-BUILT DRAWINGS I HEATER_-` i AIR INTAKE Box I D'JC T ABCvE , l34"Lxbm"Wx ; i I , I GAS LINE ON J FLOOR 22" SQUARE AIR �+- INTAKE POR BURNER GAS CONTROLS--— ELECTRIC 1-18TED 5NU7GF>~ VALVE ( �' BURNER ( 1,5 MILLION 15%, 6�8A rTEr^P. N49 BEEN SET TO PROJECT: eC' C FOR AUTOMATIC - --__- ----- t r' 3�1• ' DRYING OVEN 4Dc710 20,!100 BUILDING ' ROOM UPGRADE RATED TIGARD, OREGON ^•DRQ' '�tCs (`�� � I ;•1r. C' ti NEW I hr RATED V �I DOOR 4 FRAME I ROC^^ WALL 455EM5L" - I i -�4f W/ U.L. LABEL -- _-_ CLIENT: MAGNO HUMPHRIES INC. 8800 S.W. COMMERCIAL ST. TIGARD, OREGON 97281 I I" '. 16_ 1 C/.4NT / OWNER R Date: 1/28/98 'i-IELMA NUMP��RIi".S Scale: 1/211 = 11-011 13800 5 W. C0Mt'1ERCIAL ST. Drawn by: PRT rIGARD, OREGON 91223 2) EXfSTING Checked by: AN _ _ SAFETY CI44INS Job No.: 971206 ENSE IN E;;R' Drawing No.: AS-BUILT.DWG NICOLI ENGINEERING ANG CCNSTRUCTION 5ER✓!CES ~� EXISTING 5025 9.W, CENTER 57. P.C. BOX 23''84 EXISTING 4?" I"tECt-+ANICAL � �iCCESS r ICsARD, OREGON 8,281 STEEL RAIL --- LAD..ER ..�rTY of T"..... ... � Approved. .......... ... .[ 1 E^^ERCsENCY 9NUTF Conditionally Approved..••• I I 47. PIR5*' =LOOK For only the work s described in. PERMIT NO. . e_W .. .t I See Letter to: Follow..... 1 7" Attach.......................... ,lob Address:J_1%t'��_.��='� cddan�tG�l y. -- -- _ -- �,---- _ - AS-BUILT ' SHEET 2 k Commercial Sir. 8800 MEC96-00036, BUr2002-00080 U, '00 180f 22 I I I A III I I I I I I I I I I I I I I III i l l l l l l l l l l l l ! I III 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 III 1 1 1 1 1 1 � 1 I I i III I I I I I I I I I I I I I I�� ��� ,�,�,,,,,�,,.n �r """�°""""�"-�'-" "... 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