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HomeMy WebLinkAbout7800 SW DURHAM ROAD STE 100 42 NIL and Construction Services Inc. R 9025 S.W. Center Street ' P.O. Boz 23784 ' Tigard, Oregon 97223 r Phone: (503) 620-2086 FAX. (503) 684-3636 L1 F-1 J o PE6 o --J] I "DL7� � �, --�� � � ,�� � , s-,V ) � / _ ILS-✓�-..� Il(^��.� ��J f P b-12-99 REVISE PER �� CITY REVIEW REVISIONS / SUBMITTALS � uR � N q M C�-AP*L�L?ANT1 NICOLI F.NGiINEERING, INC. DAVID METZGER 9025 S.W. CENTER ST. P.O. BOX 275 TIGARD, OREGON 97223 — SHERWOOD OREGON (503) 620-20&6 CONTACT : JIM ANDREWS ~-� VICINITY MAP PROJECT INFORMATION ADDRESS: 7W. 0 S.W DURHAM ROAD �- TIGARD, OR- 97223 - -- -- --------- CURRENT ZONING: IP PLANNED INDUSTRIAL PRCJFC � � _- _- TENANT LEGAL DESCRIPTION: AAX( �P: 01 130H h CURRENT USE: BUILDING $HELL t SITE Ih'!PRO✓EMENTS r, CONNECT NEW PATH TO EXISTING IMPROVEMENTS j _ – SIDEWALK SYSTEM AT FRONT OF FROF'CSEG uSE RETAIL, ONCE t WARENCUSE pp BUILDING. ROOMS � 'aRE G FOR: SPECTRA PROVIDE 3'-0" MIN. A.G. PATH ADJACENT TO EXISTING CURB, O=PANCY MVF-ORMATKX+1PRECISION INC. ..... / WAREHOUSE / MANUFACTURING STRIPE CROSSING AT PAVEMENT ZI,mOm S.F. � ����� tHE TENANta SELL tMAINTAIN / FZEPAIR /� « LASER INSTRUMENTS USED FAY THE CONSTRUCTION 175'-0" x 120'-0" , ZL\ N r INDUSTRY. THE MAJORITY OF THE COMPANIES TIGARD, OREGON 97224 —` S.W. DURHAM RD r FOCUS IS OUTSIDE 5,4i-ES t REPAIRING / SERVICING. ® THEIR PRODUCT.B, A Sr'14LL RETAIL AREA IS 5EING PROPOSED TO PROVIDE ADDITIONAL RELATED ITEr-15 CLIENT: - ON LASERS TO THEIR CUST01.1ERS. TEN���� ____ / / ' TIGARD NIGH � MQROVEMENT g�"°°L I � ME17GER 48W 5F.) TABLE OF CONTENT'S ; IFIED BUILDING SEWERAGE 7800 S.W. DURHAM ROAD FACILITY 1 COVER SHEET TIGARD, OREGON 97223 DURHAM 2 FLOOR PLANS t NOTES 1` _ 3 DETAILS Date: 4 SUSPENDED CEILING Scale: ` Drawn by: DJL _ _ --- -- Jed Checked by: JDA I Ppp�o\``o����y ,,hp�llr',- Job No.: 9811,11 r ,u�`d ��`�' 'ice' . � � 1��� COVE RP ELTH ; ' ' ► Drawing No.. COVERP P SITE PLAN Ply,a • PERMIT SET COVER SHEET SHEET I 78110 SSV DU RIIANI 121) 411111 131 1199-1111_'(12, '\IEC'99-11034-1 1 15 THE PRIT ORTYPE ON ANY rrllllf IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII Illlflf IIIIIII III 11 1I1111111 IIIIIII IIIIIII III I IIII III III I VIII III III I rll III IJIII I III IIIIIII III III III III�I�jI MAGEEISINOT AS CLE R AS THIS NOTICE, �I II - -I _ 21 I 3I L 4�I 5l I 6( - • I �1_ I I I -I � -- I �� I -' iwl �C 1 13 Z05 IT IS DUE TO THE QUALITY OF THE — -- NO.39 ORIGINAL DOCUMENTS 8Z 87 GZ 8Z Z 6Z SIZI �lj IL Z 8i 8�i G�t 9i 4i 6t Si Zt it �9 I 12 t, II S j9iY11N I I' I I I ll II II IIID IIII IIIIIIIIIIII HII[11lilll11111 UIIIIIIIIIILIIIIIWLIIII�III!IIIIJll�111111J1lllllllll!IIL 11Lllllllllll�l�ll �. Illllllllllllll�l�lllllilllllll�ll�IIIIIIIIII,II�IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIII�II SII II III I�IIIIIII11�1� �I��►�II►►I �I��I�IIIIIII�I� Illlll I i IT D nE _ a � P44I 44'-011 ____T_ _ __� and Construction Services Inc. I 9025 S.W. Center Street ' P.O, Box 23784 ! ,k I Tigard, Oregon 97223 ---- ---- ------------------ -- - - -- 1 Phone: (503) 620-2086 ----- -=�_�_- ------ ---------- - ---- -- - SAX: (503) 684-3636 I , i r_N E fR N O T_ F= 5 WALL CONTRACT^ SHALL SECURE ALL PERMITS PRIOR TO BEGINNING WOW, &UBCONT-RACTORS Si-44,_L 5UBMIT DOCUMENTS 45 REQUIRED BY THE CITY OF TIGARD AND / OR O-fHER GOVERNING AUTHORII IES AS REQUIRED _ 3 I/2" 25 GA. i 24" O.G , F SEE 1/3 FOR D'r.GONA SEE DETAIL 1/3 / (� F I N I S �4 _ N O T S Z BRACE AND HEADER S►-IOWROOM j DETAIL AT TH15 WALL -+EIG�-+T CEILING) / - 3 1/2" 20 GA. 24" O.C. r - - - GEIL NG HEIG _� IT -I -T I Tl 1T IT -1 TI 5+4011ROOM / WAREHOUSE--- --- - TO ROOF CORRIDOR OFFICES, ACCOUNTING , ., MIN15TRATiON _--- _ SERVICE ra001"' ---- ---- -12'-b" SERVICE ROOM, ETC. WILL HAVE FLUORESCENT I I II II II II II II I I I I f �'� I II II II II II II II II II II II II II II II II II II � 6 GAI 6O.G. OFFICES CONFERENCE ROOM, 10' LIGHTS W/ PLASIC LENSES. THE SHOWROOM AT MEZZ. SUPPORT WALLS REST R,001'115, CLEANING, AND WAREHOUSE WILL HAVE 200 WATT-MH-LOW \\ W y i ACCUUN NG i ADMII�!STRATION BAl' SUSPENDED LIGHTS. LIGHT$ WILL PROVIDE 35fc I I I I I I I I I I I I I I I I I I I IN WAREHOUSE AND 50fc IN SHOWROOM. RECESSED I ACCOUNTING ' CORRIDOR, ETC. II II II II II I I II II I I I ADMINISTRATION ' 1_IGNTS 8"ALL BE INSULATION COVERAGE (IC) RATED 'N II II II II II II II I I 6 ' 16 GA. 24" O.0 O>=FIGE - `t C'EIL INC15 ELECTRICAL: �1pDER DEgIGL� I I L U U U U U U U U — _ ADA ACCESSIBLE OFF!GE � `, COUNTER ALL CEILINGS ARE TO BE SUSPENDED DROP OUTLETS, ETC. PER ELECTRICAL CODE. DIAD. BRACE ' ACOUSTICAL TILES IN A 2 x 4 GRID �) A 2 x 2 CONTRACTOR SHALL. PROVIDE DOCUMENTS AT 32" O.C. Q AS REQUIRED TO OBTAIN PERI-11T CUT THE 5"OWROOM WILL 15E LEFT EXPOSED TO WALL HEIGHTS ------- - _ __ 2 THE JNDER5IDE OF THE ROOF INSULATION. ROOF 3UDMITT FORM$ Se 14 tJ Ric OF THE OREGON "`r'�,� TRUSSES AND VAPOR BARRIER ARE TO NAVE NON-RESIDENTIAL ENERGY CODE. pR.1FT STOP - TYPICAL WALLS SHALL EXTEND A MINIMUM OF I ISHER $,_ st U EX_G A BLACK FINISH. THE WARE�40USE AREA WILL ^ //,,�� ABOVE SEE �� 5 NOTES. 6" ABOVE CEILINGS. ' GLEANING- u;OMEN'S ELEC. NOT NAVE A FINISH CEILING (v'ApOR BARRIER CABLE ANE,_TML,EVISION: AND TRU5.SE5 LEFT EXPOSED? 3� - T ROOM EX.G. - THE EXCEPTION BEING THAT THE WALL ALONG '-�� ROOM _' RES 7 ROOM MATER'S=_5 AND INSTALLATION OF THE TV. CABLE, - I DOUBLE GRID D, I.1 AND 35. - '..� �- - 1 COMPUTER NETWORK, CABLE AND TELEPHONE SHALL = F1`QQ BE TIlE LE,�gEE RESr'ONSIBILITI LESSEE SHALL I I WALL FURRING WALLS OF SHOWROOM SHALL BE 1 OFFICES AND ACCOUNTING CARPET COORDINATE W/ OWNER FOR SCHEDULING �-- FULL HEIGHT (BOTTOM OF ROOF SHEAT)-II1�IG) ON EX !,J SHOWROO'"l--- - VCT (TILE ) ! OFFICE 1 Q15ABLED L 6-12-99 REVISIONS PER N$TALLAT;ON OF AND FINISHES. � 2` REST ROG� CITY REVIEW ("PATTERN R5Y OWNER APPROVAL) �- I OFFICE ,-, ` CORRIDOR, CLEANING AND- VCT (TILE) COUNTER TOPS: 4 3 - HOLDING ROOMS COUNTER TOPS WILL BE PLASTIC LAMINATES. r�3 ) TYP. HOLDING _4E�= REVISIONS: SERVICE, ROOM - - VCT (E.SD TILE) COLOR TO BE COORDINATED w/ LEASEE. / DOOR BCHEDUI� u `r ROOM WAREHOUSE- - - CONCRETE 3' REST ROOMS- -SHEET VINYL COUNTER % C.aBIN+ET AT ADMINISTRATION AREA - WILL 4H4/E 4 MID-HEIGHT SHELF AND BOTTOM C, 3'-0" x '1'-m" DOO12 STRIPE PATH AT A.0 TO s N A Y T M l I :� � Sf•aE�F AT TOE KICK HEIGHT. I _ xi � SIDEWALK AS NOTED V C 5 S E B DOER DESIGN- 4 O�"IGE t ON SHEET 1 HVAC SYSTEM 5HALL HAVE TWO (2) ZONES. DOOR$ AND NARD�yBI< _ 3'-0" x 6 -8" DOOR ZONE I WILL EE FROM GRIL 23 TO 1 INTERIOR DOCR5 SHALL BE �OLLOL METAL _ ZONE 2 WILL BE FRo" GRID6 23 TO 3.5. E (GRADE 1J wi "+-+ONEY COMM" GORE ,J/ A MINIMUM 4'-Q)" x '1'-2" DOOR -, THE WAREHOUSE WILL BE HEATED BY CEILING L I MOUNTED UNITS FROM FREEZE PROTECTION ONLY, STC RATING OF 32. ALL FRAi• ES ARE TO BE r ­ - - U $4 T A FOR ACH I .v.� HERMO$TAT$ WILL BE LOCATED E "TIMELY" PRE-FINISHED FRAr1ES. COLOR TO ' 9 `-� ZONE PER LEASEE. ALL ROOF TOP UNITS SHALL BE COORDINATED W/ LEASE_. �\3 �� I -6 x DOOR HEIGH" I BE SCREENED AS APPROVED BY CITY OF TIGARD. ALL HARDWARE SHALL BE L-VER TYPE AND _ - RE-LITE WINDOW I FIRE EXIT SIGN l �- - 1 MEET LOCAL AND SEI" ERAL �CCEgg'BILITY (BAFTEY GLASS) EXTENT _ I �_ ._ EX7\INCs ISHER - Q n \ i MEZZANINE ABOVE. E } I FMECHANICAL VENI ILATION . HALL BE PROVIDED REQUIREMENTS. —n �` � ' EXIT SI � t SUPPLY OCCUPANCY AIR IN SEE DETAIL BELOW L.c,ORDANCE W/ O.°.S.C., TABLE 12-A. IF THE ECONOMIZER OF THE HVAC SYSTEM 18 USED ALL DE5K5, r-4A'RS, ETC. NOTED ON THE ADJACENT 3 - - _ ■ - -- 3 PROJECT: T' � I TO PROVIDE OCCUPANCY VENTILATION, THE FLOOR PLAN o.RE PROVIDED BY �E LEASEE � �' SERVICE ROOM � ' TOSHALL: THE H SINK NOTED IN ' E CLEANING ROOM 15 eb � - - \\ i (12'-6" HEIGHT CE'LNG) ,.or,TRZAcR �' M N'r ANTICIPATED OCCUPANCY LOAD PROVIDED BY THE LEASEE. THE ADJACENT 3 ,� (� `� 1 TENANT DOCUMENT \ - IP FOR THE OCCUPANCY VENTILATION DESIGN COUNTER TOPS ARE B'T- LESSOR. AND PROVIDE OUTSIDE AIR SPECIFICATIONS �,� % \� IMPROVEMENTS CONFERENCE ON PERMIT DOCUMENTS \ / 3RE AK AZOOM FOR: I PROVIDE DETAIL OF THE MODIFICATION TO DRAFT STOPPING SHALL BE INSTALLED TO GUT OFF _ ___ AGCCRD'ON DOOR '�M, THE HVAC ECONOMIZER THAT WILL PREVENT CONCEALED ATTIC SPACE ABOVE SUSPENDED CEILING % \ - �--��� SPECTRA BUILDING OPERATOR FROM ADJUSTING THE AIR SY 5TEM5. DRAFTSTOF'PING MATERIALS 5HALL Ci DAMPER TO A FULLY CLOSED POSITION! AT ANY NOT BE LESS TI,4AN 1/2", GYPSUM BOARD, 3/8" WOOD �r _ I � COUNTER AND SINK MEET PRECISION INC. TIME. PANELS, 3/8" TYPE 2-M PARTICLE BOARD OTHER 3 APPROVED MATERIAL. DRAFTSTOPPING MATERIAL _ A:-).,4. REQUIREMENTS. COUNTERTOP AND SINK '"" \ PROVIDE DE51GN 6PECIFiGAT!ON FOR THE 5HALL BE SUPPORTED ON 3 1/2"-20 GA. STUDS AT 24" SHALL BE 34" HIGH. N ADDITIONAL ENERGY REQUIREMENTS RESUL71NG O.C. OR OTHER APPROVED MATERIAL. � DEPTH OF COUNTERTOPS FROM THE AIR DAMPERS BEING PARTIALLY Qj 5AL NO?' EXCEED 24". - - ' " �-�f ,.--- $TRIPEFLOOR TIGARD, OREGON 9722.4 OPEN DURING THE HEATING CYCLE. q --�+- ,_ r AS NOTED SPECIFY- ON PLANS THAT THE SYSTEM $HALL 3 I -- 'I 112"owAN✓RAIL �• OPERATE DURISUCH TIME THAT THE BUILDING ^ _- CLIENT; NG 15 OC.UPIED. • a I110 I STAIRS T ` O $TORA6rE 0411 _ MEZZANINE. SEE '?ET4!L WAREHC�l13E METZGER 4 ii ii Im/3 (FULL HEIGi-„T CEILING; _ 1 WALL FINISHES: II II _ II _ 0 `vI BULDfNG I WALL WILL HAVE GYPSUM BOARD W/ LIGHT _ -- - - -- - 1 - - -- - i i /-42” #40,H CIUARI: RA I L TEXTURE AND PAINTED W/ STANDARD COLORS r- Y _� II I '' 7800 S.W. DURHAM ROAD COLORS TO BE SELECTED B LESSEE. - - ALL ROOMS (EXCEPT wAREHouSE) WILL HAVE — 't'--I I �i FIRE TIGARD, OREGON 9723 , RUBBER BASE. _ ____ _�"""_� I I ii - - -�' EXTINGUISHER- _� _-_ _ f - *: — _ ��� - - --� - -- - -- - 4 Date: 6-11-99 II ?/811`?1-o„ NSULATIQ►�. I 'I I EXIT SIGN Scale: INTERIOR PARTI- ION WALLS: 3 1/2" BOUND 54TT5 (R-11). t II I /,� FURRED EXTERIOR WALLS: R-I1 BATTS I ► / I �! 1Q ' Drawn by: JDA R-13 -16 GA. TRASK Checked by: SET INTERIOR WALL AT GRIDS D AND 3.5 Job No.: 981121 ALL EXTERIOR WALLS AND WALLS AT GRIDS I D AND 35 5H4LL HAVE G 1 PERM VAPOR �- D Drawing No.: P—ti—spectra A I AT WARM SIDE) WINTER) OF WALL. _ .I B RR ER 14 GA. $TUU$ 6 PROVIDE ACOUSTICAL CEILING BATTS: R-19 AT I6" O.c-,. \ ' I;APA 5PAN RATING —�--�+ i i OF 32/16 i r \/ I� li N_)RTH l n NORTH STUD WALL LAYOUT - _ , I, ____- ___= FLOOR PLAN hMOM EMMM FLM /A SEE DETAIL b/3 FOR FR"MING, SECTION TENANT FLOOR PLAN SHEET 2 781111 SSV Dt'RHAN1 RD 41110 -lit 11199-002o2.l"1')-11112b2, NIEC119-1111344 2uf5 NOTICE IF THE PP:NT OR TYPE ON ANY �. ____I ____--_�___i__ - I II I III__I �I I _I __I.._!_I_II�I ► II II III V��II II III !II !f 1 11�' I!I I�I I I�_II I1 1'�I II!II 1II► I�I I!I I_I II I I I blI I!II I_II IIII��I I IiIII!I 1 111 Jill Ill IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 IT 15 DUE TO THE QUALITY OF THE No,30 l l�IL�Ill�lll Ill�ll�lllllllllli�llllll►IIII�I�IIIII�IIII I IIII�,'�IIrI I�I IIIIII II�II IIIIIIII�II 1tORIGINAL DOCUMENT 8i � t t tt jutiIIII�IIII Itil 1 Illilllll�Illilllll�lllllLlll�llllllll III IIIII�IIIIIIIII�IIIIII II� 3 i/2"-I6 GA TRACK W1 2" EGS W! 08 SCREW MAX - --- D \ EA LEG r0 EA. STUD10 7K T E— ROOF 5HEATHING 2 \ LAP BRACE3 ONTO SIDE OF TRU55 ,-A::>D 2x6 (FLAT) Al 4'-0' O.G. I I SEE GETAIL E FOR PLAN IIEW pIUS �' 4� _^,TTACH W1 (3) 08 x 1 1/2" WOOD -� - I - /�� BETWEEN TRUSSES � ! OF TOP TRACK AT GGRNEF'S I I I SCREII -- -- ----_... -- ---- -------- ---- I 1 2 M N. F _ SuSFENDEG CE I L iNG i and Construction Services Inc. b"-Ib GA STUDS BRACES \ -- - -- -- - - - - �__ • 32 O.G. - ALI&t W/ TRk,SSES \ I r- _ 9025 S.W. Center Street P.O. Box 23784 -A 1/4" TO 1 1/2"0 STAIR NOI$INCs •f ��`` (3) 010 SCREWS HANDRAIL1 Tigard, Oregon 9722.3 TRUSS TOF CHORD I 19 RISERS • 1 51/64 I -�- _10"-I6 GA JOIST CONTINUOUS 16 GA DEEP LEG TRACK W/ 2'' u 18 TREADS • IO'" ' ACCROSS BACK OF STUDS OVER OPENING AND ONTO OF: 2 x. b TO TRu95 TOP W/ l4) •8 < I I/2'' WOOD `'iCREWS 160 TOEN.a!1. EA. 91UE LEGS - ATTACH TO EA 2 x ro `i __`3 I/?" STUDS * 24" OC, Phone: (503) 620-2086 I I I JAMB STUDS CHORD FAz (503) 684-3636 -2x4 AT 24" O.G. EXPEND Z 42" MIN. ABOVE STAIR ''READ i i -- -- I 1 (2) 010 SCREWS * EA. STUD � 4 (4) • ID SCREWS INTO 1/2" G'rP. BD. EEA. 5!DE N - ' EA. JAMB 9TUD `� OF �JALL AT7` W/ I -- - ---- I I NOTE: DG NOT SCREW <sYP. BD. -~---b' -Ib GA STUDS AT 24" O.C:. -T�'P SC W5 a 1 ' O.G MAX. - 1 I - ---- -- -- I I E (F,"-14 GA W/ 1 5/8" FLANGES * 16" O.C. ; I ----�-G�PSUM BOARD � i * MEZZANINE SUPAORT - SEE SHEET 2) TO ALL 5 UDS AND TOP .--- TO DEEP LEG TRACK. ALLOW � ANC BOTTOM TRACK. _ / I FOR 1 MIN. DEFLECTION. - -- ,�HQWRDOM I I l 1/2" GYPSUM BOARD �-0.1 8" POP. WC. / 3/4"T MApIN. EMBEDMENT r. I / LOCATE O 0.145"9 PUF W/ 9U3PENEDED CEILING I M:N. EMBEDMENT AT ALL DOOR J4MeB END OF WALLS WALL C METAL STUD - SEE 2 x 12 STRINGERS W/ -- C:ORNI=R5 AND INTERSECTIONS. DETAIL 4 —-- 2 x 6 FLANKINCs AS i I , - *O.? 8" P.D.F. W/p X4T'�MIN. EMBEDMENT I 6''-16 GA STIiDS * 24" O.C. 11 P M i CrNc:' TE SLAB ' "� - /� LUC�TE O (d.la5"0 PDF. Wi I I/8" , 'd a • ° 25 GA BOTTOh'! TRAC►C - T-- NOTED 91MPSON L50 ANGLE CLIP MIN. EMBEDMENT AT ALL DOOR n ° ' CONNECTION. W/ • 6 SCREW`' JAMBS ENC OF WALL WAL L ' I \ CORNERS AND INTER 1✓CTIONS AT EACH STUD.--A L ' ----- PROVIDE (2) STAIR 5UPP0RT i b"-IS GA TRACK CONCRETE SLAB - - - W LLS PERP.STO ST/., R5 GT I ` °a ° " ° 4 SEE 1_ -3 'O!CONNECTION OF .� < 4 f 0.145"o P.D.F. AT 2'-0" O.C. MIN. OF (3) JAMES STUDS -OF' -R.ACK T'ZT_FULL HEIGHT WALLS W I I/8" O.G. EMBEDMENT * EDGE OF OPENING " " * CzRlp "p'. 5E'r OND 40 STAIR SECTIO14 /- DE.TAIL SECTION AT ACCOIJN11NG 4 FULL HEIC��`T PARTITION WALLS 1 TYPICAL PARTM0!N WALL 107 HANDRAILS SHALL RETURN TO WALL / GUARDRAIL NTS I X N T$ N.T.S. ONE HANDRAIL S✓- ALL EXTEND IN THE DIRECTION �/ OF THE STAIR RUN NOT LESS THAN 12" BEYOND THE I I TOP R15ER AND NOT LESS THAN 12" BEYOND THE \. BOTTOM RISER (2) 08 SCREWS BRACE TO TOP TRACK ADDFrn THIS ,-3 I/2"-203A BUD BRACE AT \ DETAIL 6'-0" O.G I I I I ....... WALL CONTINu.ca.TION WHERE OCCu48 �i�! � 6-12-99 REVISIONS PER I I I I CITY Rt-VIEW I (3) 08 SCREWS BRACE I I RE'010NS. I• —� TO TOP TRACK-—" SPLICES IN TRACK I (4) 06 9CREW5 THRU TRACK WEBS l3) 08 SCREWS BRACE 3 1/2"-20 GA STUD BRACE AT \ ONLY I i EA. INTRESTEC'TING OFFICE MAY OCCUR I I ' I 1-0 TOP TRACK AT WALL INTERSE..TIONS I i \� WALL TO TOF OF CORRIDOR (2) '9 SCREWS BRACE LALL AS SHOWN I I TO 5 tUD I I I I I I 1 I — __ MEZZANINE - SEE 6/3 - ' 1 ; i - -------- ; ; 5U5PENECED CEILING i - I I 1 I I i I I I I I 1 1, 3 I/2" STUD WALL SEE ; INTERSECTING OFFICE �T. I ________ DETAIL 1/3 i � WALL i i PROJE` I I I I I I 1 I 1 i i 3 REMOVE LEG 5 ON ONE R..'CK I I I 1 3 1/2" STUD WALL SEE I I AND LAP W1-59 * INTER5EC"ION TENANT DETAIL 1/3 IMPROVEMENTS I I I I I I ---— ----- ______1______ �SUSPENEDED CEILING FOR -------- n SPECTRA CIORR_p-QS PRECISION INC. I I I TIGARD, OREGON 97224 tloo--8� SECT. AT CORRIDOR AT MEZZ. 5 SECTION AT CORRIDOR 2 PLAN DETAIL — TOP OFWALL X N.T.5. N.T.S. CLIENT: _ I D ' METZGER 6"-16 GA STUD WEB I LL HEIGHT WALL SCUDS BUILDING STIPPENER EA. SIDE W/ (4) 010 SCREWS '-� 6" 14 GA STUDS W/ 15/$" i i GRID D AS SHOWN ---- \ FLANGES * 16" O.C. BEND WEB OF TOP TRACK I I ATTACH GYP. BD TO 7800 S.W. DURHAM ROAD AND AT ACH TO 3 1/2 BLOCKING BLOCKING W/ •6 SGRI=WB NOTCH TRACK WEB ; W/ (4) 08 SCREWS -- . 6° CC, MAX. TIGARD, OREGON 97223 AND EXTEND LEGS - i '-6"-!4 Go" STUDS Wi 15/8" FLANGES — ONTO STUD AS SNOIiN16' O.C. • ! • • • • -ATTACH W/ ''h0 SCREW • • • • • • • • • • -___----�y I ' 3 1/2"-25 GA. ---- -- AE. SIDE �� ' ' 9Tups * 24' CC, fi---- Date: -11- I 3/4" PLS-WOOD W/ A PA RATING TOP TRACK OF P=ARTITION Scale: \` • • • STIFFENERS -- I BEYOND SHOWN (2) 10"-I6 GA JOISTS -+ DASHED- - WALL Drawn by JL ---- ----------- - -- - - ----- ---- G" -� 1 • • 1' - 11- Checked by: JDA T ii H"-16 GA STUD WEB 3 1/2"-25 GA STUD x 10'-0" (MIN) • / II STIFFENER W/ (4) 010 ^1 _i LONG CENTERED ON PARTIDN Job No.: 981121 • II l -1(I) 6 Gam. TRACK if PARTION WALL PER Drawing Na.. P-DTL3 'i SCREWS INTO EA. JOIST ' WALL STWALL - UDS AND OTCH AASH TO DETAIL • '-- ---�� - -- --- (5) 010 SCREWS ; - 010 ScREWS • • �; • • EACH WALL STUD W/ (2) •B SCREWS *16 O.G. - TYP. I --- -------- - - - - - --- -- I ~-' 1 --- - -6"-18 GA TRACK I 1 SECTION 10"-16 GA 2" FLANGE ' GYP. BD. ON FULL (2) 10"-Iw GA JOISTS i JOISTS * Ib" O.G. i i HEIGHT WALL I i I I � (3) 6"-14 GA 9TUDg �. (APPLIED PRIOR TO L 1 1/2 x1 1/2 x 20 GA. - CONT. ATTACHING PARTITION (1) FULL HEIGbaT W/ 010 SCREWS * EACH LEG. I 1/811 1"-241' -TYP. TOP / BOTTOM. WALL) -"� ELEVATION y 6"-14 GA STUDS W/ (�-=-- - --- 15/8" FLANGES * 16" O.G. FLOOR HAS BEEN DESIGN FOR LIGHT STORAGE LOAD AT 125 SF J ° ' .JPLAt�aJ_L_ DETAILS SHEET SECTION OF MEZZANINE FLOOR 3 SECTIONAL / DETAIL WALLS — 1 2 g HEADER DETAIL AT MEZZ. 6 P'ERP. TO ^-00 1781111 —__-- 7HI►n ti%� 1)t 1tHA(\1 m) #111u 111'1'99-1111262, -M('99-111134.1 NOTICE IF THE PF'NT OR TYPE ON ANY Tr I l r III III III III III III III III III I I'I l l III III I I I I I I I I l f V I I I I I I I I I III III I l f I I I III III I I III III III I I III III III I I III III III I I III III III III III III I I I I I 7 I I I 1 2 I I I 1 I I I �� 1 151 !_ I 1 6 I I I I �� -� �_ b1 --- � 1 J ���� ► c_. IMAGE IS NOT AS GEAR AS THIS NOTICE, � _�,—._�__.__-__ _. .- _ No 36 �`�,� -"•"""' IT IS DUE TO THE QUALITY OF THE l l oll�lSllll IIIiII�IIIII I III i II I I II� I8lliSlllll IIII IIIZ�II l�ll6l8Z -s �Z LZ- IjI ZIIII��IIIZIIIi�ll lt�llZllI l►IIOI IILORIGINAL DOCUMENT III I�I I8I I tIIII�II8II11ItIIII�IIGIT�IItIIII�II8IT�IItIII`II IIIIIJI, stI1IISTII1I [11 111111 11 — 241( f _ z and Construction Services Inc. 9025 S.W Center Street ' P.O. Box 23784 igord, Oregon 97223 1 a Phone: (503) 620-2086 FAX. (503) 684-3636 I I I i I , f - i XNAUST FAN. FAN SHALL PROVIDE 5 AIR CHANGES t - - -- cXTG. PER uOUR. ATTAC�4 TOP OF POST E TO STRUCTURE ABOVE - - - A6-12-Se REVISIONS PER _ — CITY REVIEW. 12 GN DIAGONAL WIRES _ ' _.. REVISIONS: TYP. HANGER WIRE --1'— AT 44 ' MAx. TO PLANE OF CEILING t PARALLEL GOMPRESSION POST TO COMPONENTS 41 (LIGHT GAGE STUD) (4 TOTAL AT 90' TO EACH OTF•aER IN PLAN)Ir — — — ,, *-- -- — � II 1 II i 45' MAX. �(2) 06 Sc.REw16 MAIN PROJECT: RUNNER -- - --- - 2' x 4' CEILING TILE ----- ~CRO6:) TEE ITENANT -- - IMPROVEMENTS TRACK FOR ACCORD I AN DOOR FOR: SEISMIC BRACING DETAIL - -- -- SPECTRA PRECISION INC. TIGARD, OREGON 97224 CLIENT: — METZGER BUILDING 7800 S.W. DURHAM ROAD TIGARD, OREGON 97223 1 Date: 6-11-99 Scale: 1/8"=1'-0" Drawn by. JDA Checked by: SET Job No.: 981121 Drawing No.: P—ti—spectra-1 NORTH �JF"*� REFLECTED CEILING PLAN ELECTRICAL CONTRACTOR SwALL PROVIDEEAS OF TIGARD W/ ENERG`r CALCULATIONS, LOCATION ANDITT OF LIGHTS NOTED MAl REQUIRE ADJUSTMEECESSARY'. CONTRI',CTOR SHALL VERIFY ANY REVISIONWNER l I REFLECTED, CEILING PL4N SHEET 4 lit 1140-00202. Nil,:('99-0044 t.►ts NOTICE. IF THE PRINT OR TYPE oN ANY I l f I I I III III III III i I ill III III I i III I I ' 111 III I I ! I ! I I III i I !I I III III III III III I I I I I I I! III III I I I I I I► I 1111 I ! I I I I I III V I I I III I I I I I I I I I I I III III V I I I 1 IMAGE IS NOT AS CLEAR A S THIS NOTICE. IT IS DUE 7U THE QUAL-ii Y OF THE No.36 ...... } a ORIGINAL DOCUMENT - £--8Z SZ G�Z 9�Z S,Z IblZ EZ T, t1Z O(Z -8j1[ bi SlTZtttt I 8 8 I L 9 4 fi £ Z t���ueIiII�II,I � '� I 111II Iill IIIIIIIIIII���,,���IIIIIIIIII�IIIIIIIII�IIII�IIII►IIIIIIIII�IIIIIIILIIIIIIIII��IIIIIIIII�illllllll�lllllllllIII'l, llllfl�IIIIIIIII�III �IIII IIII�IIII�IIII IIII�IIIIIIIII�IIII IIII�III Il�llll�lllll►l,llll�ll�lll�l�llll►111 1111ll1I1111111111111111�W1.�lll 111�U ►►I �N I q;y V, i I' -V i and Construction Services Inc. 9025 S.W. Center Street ' P.O. Box 0184 /tel Tigard, Oregon 91213 _ E Phone: (503) 620-2086 FAX (503) 684-3636 I I i I I ern F ,,NF,/i�GA; �1FIfl. LL - i ?f'sl �E{'VICE '•n ------- ------ ------ ---- ---�-- -------- -------------- ---- -- ------------- -- -----_--_--- ---- - - -- --- ------------------_-- - - -•-1.--- - - _ I©'x12' _ LL — G _j _ G NA ,r OOR 1:� O. N. 00R - -- -- I=ACHTCi A GA4 3010 3010 _ G ---�— I�XCn METER -- -- (-, Ht1E U� I -i«, „tr we.r ►y QI 21l,*K 2(L UK I�oCr,� I 7IC— ca 24x� l 1 i - I l wl v5 v P.zea I r.r Fx►IusT PMIS _ - — _ry ' TO 1HAtjti Purr- C_t>•� z1>`r4 1•U�1/L"Ile t' yu/\6 1 - IExIIU``a VAN _-----_ - - 2 ELEC. REVISION$: _ nw �. I-r R.00rT I 41 45..irm rr-1 - � .r-p-- 1 �rN��ar Quer , — i� 1�D r At B1A -`►► ( � cOt tr `., - ZcE rc AIG / I 24 E3'd 4t- CD-1t'1 .-7,p4► t (rrLAO. 140cr PA ce�c iN� C"AUST FAn, 2 HOUR SEPARATION WALL N.T. ' { 74KM 4 24.v LAA('r VI 71 14r2/ (. Or 1 t .Z4 A,4 C Dome T PROJECT: --Z7 U GAC PP 06t C . +e�. - 13 GFr4 1 ►� �� 9' ILex PIpE / CivP, Zcr)' 7 ry,,�r^ ` /- *4A►"jAt- Ar VA uVC INTERIOR r.:OLUMNS INTERIOR COLUMNS-TYP. �' - yr" I a'1. ' JACKSON 24-01h�� BUSINESS �' / { - ► Z4 1 3 CENTER 14 4 cri*IrJG j ` 6t-3 HICZ" ,n ER 1bUILDm( ) SIELLCuP$ �, r ( � E/ -Alb Vr, f' \ I,4G \ 7800 S.W. DURHAM ROAD � +TIGARD OREGON 9722.E As t� I Apr -rNVoUCIN I ] tU 'J I II GAS - G rlcitcr � " t I Lt•� I , 1�1� T-- ! TUF 1 ��_� � 's �. \, \ �, • 1"G-, ��En• .�,"•t.:n ,,,� E1V�L 5 `( 5T'EM (Sf'NCE ONF_CU1 CITY C+f T1uA�iQ OREGON CO►�' JZ:z 2T T(duss 7olr,)c I �� luRTu- 3 __� YO 2TU-2 Approved.. ... . ...,. " � � - I5�i27 S,E 122x.1 c.y4, ;r-- Cond1ion311Y APPe,)\'Qk1 1 I L.t Ac,k.A'-i ASS CQ 8701 For only the wOrk yo t o"% . ' pDU ZB SS CrOPCRMtT �-.. f?,p. gax 190 r ��GE �l�•1 y'�, "� `/L hd See Letter to: Follow..•,., l EAGLE 6126-1-16 O¢ 4702,2 C,�; P I P I N G 01 AG E At�C = � u" ;r 1„y I Ptt, X05-656 -ozzl ��- i�LAsN I� LE:7fllL u.�,5, � 4 , ,�1 1 ,� all.�:•n Fax, X03 -650.0933 N 9 S hA cC No. 1 job Address:���_5 i•v_.�u�iA*�''��' NAT, GAs Lc3AD ••cf3y: Date: _ U�t� ��f�� _ �” - ►2-? �iq 1i?--1-t U -I I So,ooq&fu/t1r . RTU -2 ttO Ooo J/01, L • 1uN•I -Fc cx t�vGr r2Tu-3 d, /N„ U Scale: - s,000 W4Htr Drown by. W, J .w, 4TW p1.LoAD 425"mocil v/Nh -rte�-- .., ►�Iro, t Drawing No.; U-- 7-7 � 0'4'3/gl►�Fle�fiGu►cc AvcT WRAP LEG,=,C-_N17 Nn1E.S C ., `CCF i ,\4 FIpi-0"WJZ P.A( SA- SuwJ�]Ly Ate 4 1 _ I, ( �Ll. 4'-ctior' ?t'�P U 1.111 i �l?Od 1(10.0 VV I t N 1 " .t I lc-. 1 G l-�� .-. 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