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Plans I • C1BS CONBTf JcTOiB, NC. WELLS FAItGO CRSS 1";60 SW G R GG ROAD CamAructors PORR.ANO. OREGON 97223 503 452 5700 A Jambs Carnoofty Fax 503 452 5701 I - - - % TIGARD SAFEWAY, STORE X1478 SITE LOCATION MAP PROJECT INFORMATION SHEET INDEX 05 ISSUED FOR ,t e • / / Ns'/ • . \ ZONIN L. Q 30 CONSTRUCTION c Y � i c \ G: Tp1 TITLE SHEET ascRlo,ION on 4 W, t �`� /� T N C N Clnou A►l RtvIS10NS A taNTIrr m m ----4., 1 s /� OCCUPANCY NOTE : EXIS ING BUIIDI G ODE ,. k n,1. o N aEroK o a r W NC >x 8 co y \/ INFORMATION UNAVAILABLE AND > < ALPHA Nut REVISION DRAWINGS nni 6 _____2 „ o, n ton conS,nvOD PRELIMINARY t r 5 . 11 \ FIRE SUPPRESSION A02 FI FINISH SCHEDULE AB SHEET FA8f1IanON r ` TYPE: _ 3 - ” 1(, . A03 DOOR SCHEDULE SEAL ..< A0 WALL TYPES � D A SEI9IIC ZONE A06 6 STRUCTURAL FRAMING PLAN AND DETAILS St V A11 FIXTURE PLAN CONTRACTOR TO SUBMIT SEPARATE DOCUMENTS FOR FIRE A41 FLOOR PLAN e. .0"),,,, SPRINKLER MODIFICATIONS AS REVD TO OBTAIN ALL PERMITS A42 EQUIPMENT PLAN (FOR REF. ONLY) V KENNETH W. GRIMM V SW Goon FROM AGENCIES REQUIRING REVIEW. A43 EQUIPMENT /MILLWORK SCHEDULE (FOR REF. ONLY) / A51 REFLECTED CEILING PLAN ))L4ti ), ( $COPE OF WORK: TENANT IMPROVEMENT OF INTERIOR A61 INTERIOR ELEVATION JIX w o 5� SPACE FOR RETAIL BRANCH BANK. APPROXIMATELY 105 LF A62 • INTERIOR ELEVATIONS R PORTLAND, OREGON �s E. ° OF NON- BEARING PARTITION, COUNTER SALES AREA, A63 SECTIONS 1�8: 15570 SW' `/ ATM INSTALLATION AND RELATED MECHANICAL AND ,n .11 A71 DOOR DETAILS Word. OR 97223 5 r ELECTRICAL FOR APROXIMATELY 460 SF. A 72 CEILING DETAILS ^ Q� \� i S W FAOwt�ood ul�• /y , / ADA: ALL WORK SHALL CONFORM TO THE AMERICANS A73 INTERIOR /MILLWORK DETAILS OF WITH DISABILITIES ACT (ADA) A74 INTERIOR/MILLWORK DETAILS KENNETH GRIMM. AIA THE 1996 OREGON STRUCTURAL GUIDELINES. AND TO SPECIALTY CODE A75 MILLWORK DETAILS REGISTERED ARCHITECT FOR / ,� A76 MILLWORK DETAILS JACOBS ENGINEERING GROUP INC ( AMENDED 1994 UBC). ROOF DETAILS W AlelTpnwtA At I i / SW AfcronnlA St j _ A91 SPECIFICATIONS 7 SHEETS I orT T.L. FLEMING oa,[ 04/29/97 I nsa. B. CARROTHERS scan N/A a. K. GRIMM cao FIU S147BT01 AREA LOCATION MAP PROJECT TEAM � e�en_. K .D. LARSON Ne RIAWELO3 ; Mot LEGEND & ABBREVIATION SHEET JACOBS ENGINEERING 1102 GENERAL NOTES GROUP INC. CRSS CONSTRUCTORS. INC. 1103 EQUIPMENT SCHEDULE Poa1 AAN I C ( 97208 5210 LINCOLN CENTER TOWER M41 DUCT LAYOUT PLAN S 03 ) 624 -3000 0 10260 SW GREENBURG ROAD, SUITE 1000 1171 DETAILS ® F Ax (503) 624 -3001 PORTLAND, OREGON 97223 1172 DETAILS (503)452 -5700 FAX (503)452 -5701 M91 SPECIFICATIONS - 6 SHEETS WELLS FARGO MR. EXISTIN GROCERY STORE MR. JON E DANIE SON, DESOIG AM MANAGER MANAGER AL STORE 1478 E01 LEGEND de ABBREVIATION SHEET 15570 SE PACIFIC HWY j ' I JACOBS ENGINEERING GROUP INC. E02 PANEL SCHEDULE TIGARD, OR I LINCOLN CENTER TOWER E51 LIGHT C P COMM. N PLAN STORE #S1478 10260 SW GREENBURG ROAD, SUITE 1000 E61 COMM PANEL ELEVATIONS PORTLAND. OREGON 97223 E91 SPECIFICATIONS - 2 SHEETS KING CITY to (503)452 -5700 FAX (503)452 - 5701 1 MR. DAVID ROBERTS. PROJECT MANAGER �' 0 MR. KENNETH GRIMM, PROJECT ARCHITECT ECl LIGHTING SUMMARY - 2 SHEETS DRAWING TITLE ENTRY XI MR. DAN CRACIN, MECHANICAL ENGINEER CIT OFiARD C2 MECHANICAL SUMMARY MS. LISA HANES, ELECTRICAL DESIGNER Approved [3 MECHANICAL CHECKLIST TITLE SHEET WELLS Conditionally Approved [ 1f4 BUILDING PLANS CHECKLIST � .o�o FARGO For only the work as described in: BANK PERMIT NQ. 1 See Letter to: Foilow [ l• , . y I CLIENT DRAWING NUMBER REV. NO. � Attach I 1: Job Address: 1 S n `ate 0 ' ,- 1 T Ella. O 1 0 � Date: [ 4� , • • c a O N B R C b Pi. CRSS 10260 SW RG ROAD • PORTLAND. OREGON 97223 ARCHITECTURAL ABBREVIAT1ONS ARCHITECTURAL DRAWING SYMBOLS ,,, px . . 452 OREG 0 EXISTING WALL — == AT INFO INFORMATION — • N. ACOUS ACOUSTICAL /ACOUSTIC INSUL INSULATION WALL SYMBOL KEYED NOTE XO ADD ADDITIONAL LOC LIMIT OF CONSTRUCTION. LOCATION AD,j ADJACENT. ADJUSTABLE MAX MAXIMUM AFF ABOVE FINISH FLOOR MDF MEDIUM DENSITY FIBERBOARD WALL OR PARTITION REVISION QX D FOR ANSI AMERICAN NATIONAL STANDARDS MECH MECHANICAL TYPE 0 30 CONSTRUCTION CD Y I (USA) MFR MANUFACTURER 97 BUILDING SECTION NUMBER ARCH ARCH! TECT(URE)(URAL) MIN MINIMUM SECTION REFERENCE DOOR TYPE NOTE DESan lo "Tw ASTU AMERICAN SOCIETY FOR TESTING MISC MISCELLANEOUS A601 SHEET NUMBER DOOR REFERENCE / 0 OTE Au atvlsloNs a 10[NTIFV ° USA MTL METAL v ° El DEE acro I 0 2N S 8 ° AND MATERIALS (USA) ° AIPNa REVISIONS S ATE[ P tLIr R INAR ; s ATM AUTOMATED TELLER MACHINE NIC NOT IN CONTRACT ARE NOT roa ccoSTaucna co >r X BD BOARD NO NUMBER • FABRICATION _ • ,.� ELEVATION BENCHMARK BLDG BUILDING NTS NOT TO SCALE ELEVATION NUMBER SEAL G BOT BOTTOM OC ON CENTER ELEVATION REFERENCE < _ SHEET NUMBER ` � /SI BO BOTTOM OF OPNG OPENING NI • q. CENTERLINE OPP OPPOSITE DIRECTION COLUMN LINE C9.1 — �� CLG CEILING P LAM PLASTIC LAMINATE V KENNETH W. GRIMM n CLR CLEAR R RADIUS w" 6 SECTION/OETAIL NUMBER WALL SECTION / COL COLUMN RCP REFLECTED CEILING PLAN DETAIL REFERENCE OR SHEET NUMBER . PORTLAND, OREGON CONC CONCRETE REF REFERENCE ENLARGED PLAN / L CPT CARPET REV REVISION ENLARGED SECTION _ EQUIPMENT (99) 11Z• CONT CONTINUOUS. CONTINUATION RM ROOM REFERENCE I REFERENCE T� OF O� DET DETAIL RO ROUGH OPENING DIM DIMENSION SATC SUSPENDED ACOUSTICAL TILE CEILING L _ J KENNETH GRIMM. AIA REGISTERED ARCHITECT FOR DR DOOR SD SAFETY DEPOSIT JACOBS ENGINEERING GROUP INC DWG DRAWING SIM SIMILAR DETAIL NUMBER • EA EACH SPEC(S) SPECIFICATION(S) ©' 'Dn. M.B. NECIUK DATE 04/28/97 EL ELEVATION SPKLR SPRINKLER DETAIL REFERENCE ® SHEET NUMBER own B. CARROTHERS scut N/A IJE, a. K. GRIMM CAD Flu i S147BA01 • ELEC ELECTRICAL SPKR SPEAKER ` DPc. K.D. LARSON DDB we RIAWELO EC) EQUAL SF SQUARE FOOT J B eo ENGIN EQUIP EQUIPMENT STD STANDARD G U N (E) EXISTING STL STEEL OPEN Pos FF FINISH FLOOR STOR STORAGE ROOM NAME/NUMBER OFFICE ROOM NAME ACO, ; 6 oFrl - a S 0 D 9>< s210 7 208 -5210 EERING FLR FLOOR SUSP SUSPENDED REFERENCE `Ax ( 503) 624 -3001 FIN FINISH SYS SYSTEM WELLS T FOS FACE OF STUD TEL TELEPHONE n S FARGO ADnO FR FIRE RETARDANT TELECOM TELECOMMUNICATIONS SCALE • • GA GAUGE /GAGE TEMP TEMPORARY GALV GALVANIZED TO TOP OF DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED. 15570 SE PACIFIC HWY GRAPHIC SCALE INDICATIONS ARE SHOWN AS A GUIDE FOR INTERPRETATION OF DRAWINGS. TIGARD, OR r GWB GYPSUM WALLBOARD TOS TOP OF SLAB /STEEL _ STORE yS1478 H HIGH TYP TYPICAL HDW HARDWARE UBC UNIFORM BUILDING CODE RELD VERIRCAI1ON KING CITY HORIZ HORIZONTAL UL UNDERWRITERS LABORATORY (USA) HT HEIGHT UNO UNLESS NOTED OTHERWISE LL CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. CONTRACTOR TO BRING A DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. THE CONTRACTOR HVAC HEATING. VENTILATING AND VCT VINYL COMPOSITION TILE WILL COMPLY WITH ALL CURRENT STATE ADMINISTRATIVE CODES AND REGULATIONS IN CONJUNCTION DRAWING TITLE AIR CONDITIONING VIF VERIFY IN FIELD WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE (ICBO) & ALL OTHER APPLICABLE CODES ADOPTED BY THE JURISDICTION WITHIN WHICH THE PROJECT RESIDES. ARCHITECTURAL HR HOUR, FIRE RATING VERT VERTICAL FABRICATED UNITS INDICATED IN SCHEDULES SHALL BE COORDINATED WITH FRAMING SUPPORT ICBO INTERNATIONAL COUNCIL OF WFB WELLS FARGO BANK AND ADJUST END UNIT IN DIMENSION TO FIT ROUGH OPENING. FIELD MEASURE BEFORE FABRICATION. LEGEND AND ABBREVIATIONS SHEET BUILDING OFFICIALS WD WOOD W/ WITH DIMENSIONING CONVENTION DIMENSIONS ARE FINISH DIMENSIONS TO FACE OF CONCRETE, MASONRY, STEEL AND FACE OF STEEL STUDS CLIENT DRAWING NUMBER REV. NO. • TO CENTERLINES OF COLUMNS UNLESS NOTED OTHERWISE. A01 0 plpipipli CRESS CONSTRUCTORS. INC. ♦ '4 +�� 02201 SWGnarourpR0 FINISH SCHEDULE ` BAi m 2Nortt.Su m301 Constructors PM1r10. OR 97223 . (Refer to millwork drawings for additional hardware /finish requirements) • O°■ (5031452-S700 Cu (S03)452-5701 '. r ;_ ' CABIN HARDWARE 4 ' -, _ c =_ • _ t -. :. , . , - T.,., . .:':;:: ; . -� _ 'L. _a FINISH �. Hinges: Euro style, Blum 77M580, 125 degree FLOOR: concealed hinges or approved equal. Fl: Carpet: Philadelphia - Style, Ayers Hall Glides: Blum 230, roller bearing, 75 lb., full 50759; Color. Deep Beige 59106; direct glue 05 ISSUED FOR extension, white baked enamel or approved - sales office and office areas. 0 30 CONSTRUCTION 97 equal. F2: Vinyl Tile: Match existing adjacent store Standards: Knape and Vogt K255, 1/2" adjustable, tiles. Used in ATM, customer queue, and aluminum. Color: Almond, epoxy coated or work room areas, unless otherwise noted on approved equal. A41. Shelf Knape and Vogt, K256R, support with rubber F3 Retain store's existing vinyl flooring in ATM, SEAL Supports: cushion. customer queue, and work room areas. I Wire Pulls: Stanley, No. 4484 US26D or equal. Clean, polish, and buff in accordance with Note: All cabinets to be installed with No. 12 panhead sheet store's standard methods. metal screws; Phillips head with screw caps. NOTE: See vinyl reducer strip noted on A71. g is t 74 ,r,4 ISTICLlMINAT$:°:i~`?a?,°-: a. :: ` II f - warrADV.r yc . . PL 1: Nevamar, No. MR -2 -5T, Taupe Matrix, matte PI: Smooth finish, eggshell paint; match KENNETH GRIMM. AIA (apply to teller line). Benjamin Moore, Color No. 1017 used REGISTERED ARCHITECT FOR PL2: Wilsonart, No. D337 -6, Pebble, matte (apply throughout. unless otherwise noted. JACOBS ENGINEERING GROUP INC to teller line, cabinets, wood trim). P2: Semi -gloss paint, match Benjamin Moore, F T LB DATE 05/30197 ' PL3: Nevamar, No. S- 1 -49 -T, Carmen Red, matte Color No. 1017 painted doors, hollow metal SGN K.o Larson SCALE WA frames, and wood trim, unless otherwise K K Grrnm FRE FIN GEN DOC (apply to teller line). PE K D Larson JOB NO R1AWEL03 Notes: noted. PL1 - Desk tops, edges, and splashes. unless otherwise noted. P3: Smooth finish, eggshell paint for red sign JACOBS ENGINEERING PL2 - Exterior faces, surfaces, edges of cabinets, unless bands as noted on bank sections and GROUP INC. - otherwise noted. elevations; match Sinclair Paints, Color No. P.O. eoz 5210 Apply "PL2" plastic laminate to vertical faces of ledgers if SIN 8034. ® (503) Portland, OR 97208-5210 (503)624 -3000 ledger extends beyond bottom edge of tops. P4: Smooth finish, eggshell paint, match acoustic Fax (503) 624 -3001 Cabinet interiors shall be Melamine, unless otherwise noted. ceiling tile; gypsum board ceiling and soffits, , Color: Almond. unless otherwise noted. WELLS FARGO t Shelves shall be Melamine with edge banding; typical of P5: Match existing adjacent store paint where I entire project, unless otherwise noted. Color: Almond. noted. 15570 SE PACIFIC HWY TIGARD, OR STORE # S1478 r..s...v /TITERlOR•FIMSBF - :74S:AI: (2- , :' -k .n.- " -• - CEILING .. ' ' s,l' .i' I BASE: C l Acoustic Ceiling Tile: 24" x 24" tegular KING CITY B I: 4 -inch vinyl "Roppe" color No. 94, Burnt edge; Armstrong "Beveled Tegular Cirrus," 1 Umber. Straight at carpet, cove at vinyl with No. 589 RAWING TIT LE: premolded corners used throughout, unless Grid: Armstrong 9 /16 " exposed tee grid; Architectural otherwise noted. white. 1 B2: Match existing adjacent store base where Finish Schedule noted. DRAWING NO. REV 1 A02 0 a 1 CONSTRUCTORS. DC. DOOR SCHEDULE . ♦ Bulking SW S u e m1 Constructors Porn". DR 97223 A .m.ceo. co -n. -. (503) 452.5703 DOOR TYPE , ' SIZE"-_. : +� STYLE 1 0 , Sp,Pu - F '�+',, • . HARDWARE - • • FIRE '� _ #_ F.. (503)42-5701 I 3' -0" x 7' -0" ALI FR1 LS1, HG2, CL2 — MI, M2, M6 Pulls both sides. 2 3' -0" x 7' -0" WD1 FR2 LSI, HGI, CLI — Ml, M3 3 3' -0" x 7' -0" WD1 FR3 LS2, HGI, CL1 — MI, M4, M5 See A7I for jamb detail and wainscot installation. Paint remainder of door per finish notes. Mount lockset at 2 inches 05 ISSUED FOR from bottom of wood trim to centerline of 0 30 CONSTRUCTION lockset. _ 97 NOTES: I. Submit shop drawings/cut sheets for Architect's review for all doors and hardware, whether specified, contractor - selected, or substituted. .4 2. Mount door locksets or push /pulls at 40 inches (3' -4 ") unless otherwise required or noted. SEAL +; , ,.: PQOR SCHED1ILEIE 3 � W ? y ' p 1 g ; - QOR SC OIg J,. C�$ NDt t ` ., �. • GENERAL NOTES AND REQUIREMENTS: STYLE: WALL Provide wall guards as necessary to protect wing I. Door Bottoms: Ensure a smooth, uninterrupted surface at 1 AL1 Aluminum with 10" high bottom rail; 31/2" GUARDS: walls. bottom 10 inches of bank doors to allow door to be opened "medium" stile and top rail; '/." clear temp. II'G/ Acrovyn Corner Guard LG200, Color No. 107, by a wheelchair footrest, without creating a trap . P P Y g P or glazing. Color: Dark bronze. Chocolate. hazardous condition. Install a 10 -inch -high smooth WD1 S.C., 1 thick, paint grade wood door. MISCELLANEOUS HARDWARE: kickplate on the push side of narrow frame doors. FRAME: M 1 10" clear acrylic kick and push plates. Furnished FR I Aluminum storefront. Color: Dark bronze. by others; installed by general contractor on push 2. Manufactured Doors: Construct in accordance with ANSI KENNETH GRIMM. AIA FR2 18 gauge pressed steel, welded frames, 2" drywall side; back paint to match dry surface and install and NWMA standards, and so label. JACREGISTERED NINE H GROUP INC profile, throat per wall thickness. Minimum 3 with clear silicone. anchors per jamb. Provide silencers. M2 1 "4 x 10" "U" pull. See remarks for quantity per 3. Door Keying: Verify with Owner's "F" type keyways. F r L B Loan mow FR3 Hidden wood frame. leaf. Color: 613 finish (oiled bronze). Provide SGN KD Larson SCALE NIA . HARDWARE: 1 minimum clear between door frame and 4. Door Stops and Silencers: Provide for all doors. K Comm FILE DoOa GEN.DO PE K D Larson JOB NO RIAINEL03 Lockseis: Verify keying requirements with Owner; 6 -pin handle. keyway standard. M3 Small peephole. Color: 613 finish (oiled 5. Closers: Unless otherwise noted, mount on side which the JACOBS ENGINEERING LSI Schlage B660P -613 SGL. Cylinder deadbolt. bronze). door serves. Under no circumstances shall closers be visible GROUP INC. LS2 Schlage B680 -613. Cylinder door bolt mount on M4 1 "4 x 6" "U" pull on pull side only. Color: 613 from any public spaces, i.e., customer areas. P.O. Box 5210 Portland, OR 97208 -5210 work room side of blind door at 37 inches A.F.F. (oiled bronze). Provide I'/2" minimum clear (503) 624 -3000 Hinges. between door frame and handle. 6. Door Pulls: Provide ADA- compliant type. Fax (503) 624 -3001 HG 1 1 pair Hager No. BB 1279 NRP, M5 60 "H x 18 "W mirror mounted at 6 feet to the top W FARGO w 4 x 4 full mortise steel with 640 finish of the mirror; centered on the work room side of I , (oiled bronze) or approved equal. the door, polished edges all around. I HG2 Offset pivot hinges. M6 Provide full window shade for door and lite next 15570 SE PACIFIC HWY Closers: to door. TIGARD, OR CLI LCN, Super Smoothee, Series 4041, with nonhold STORE # S1478 open and Cush -N -Stop function, 640 finish or Ps dark bronze. Opening force per ADA. See KING CITY - General Notes for mounting requirements. . CL2 Concealed jamb - mounted closer, single acting, $ " hold open. 640 finish. Opening force per ADA. RAWING TITLE: 1 STOPS: Provide door stops as required to protect walls Architectural and millwork. • Door Schedule S 1 Wall mount; Ives 407 B 10B. S2 Floor mount; Ives 444 E10B. DRAWING NO. REV A03 0 i GENERAL NOTES CRSS OW LINCOLN CENTER TOWER 10260 N NN E T ROAD SUITE 1000 PORTLAND. OREGON 97223 ClOndrUCterlD 503 452 5700 1. SEE DRAWING A06 FOR STRUCTURAL FRAMING PLAN AND DETAILS A Jocobs Catpony FAX 503 452 5701 • ■ 3 /4 PLYWOOD \ I )5 ISSUED FOR 0 30 CONSTRUCTION c x 8' STL JOISTS UNDERSIDE OF EXISTING 97 SEE DWG A06 HEAD STRUCTURE auRIPTloN w RUNNER Noa m RUNNER - ATTACH TO € nr" L o„ CIR E 0 STRUCTURE ABOVE W > o ejrORE i xt REVISION DRAWINGS W1n4 S (2) �8 • 0 ARE NOT roR CONS1RuCTIOH I t 1 W g `' 24" OC :0 2 ` - rAeRIa11oN . EXI IN SU • 7 ' DED SEAL -- ^— — — _ AC C C' LING TILE co\k9 1 \ • C EILING AS HEAD SUSPENDED ACOUSTICAL TILE CEILING ` 1 ED • COUSTICAL SCHEDULED W/HT AS NOTED ON RCP is IN Tl KENNETH W. RIMM Ai T S 'OTED ON RCP C. G 5/8' GWB OVER VAPOR RETARDER --- ;;Jr . 5//8g GWB B e SIDS POR TLAND, OREGGO , BOTH SIDES c g 20 GA METAL STUDS 16.0C 3 /8' 20 GAUGE METAL f' [� 3 / \ P • OS O 16' OC crr�J PLAN 3 5/8' 20 GAUGE METAL STUDS LAN V v EXTERIOR WALL 0 16" OC (E ) EG I. EET METAL SCREW KS TH c RI H I T CT A 8 SHEET METAL SCREW EACH SIDE ' REGISTE ARCHITECT INC FOR / _ EACH IDE 0 EACH STUD JACOBS ENGINEERING GROUP -` - • EACH STUD _ 5/32" DIAMETER x 1 1/4" 0 24' OC 5/32' ► AMETER x 1 1/4' , / 6 MIL VAPOR RETARDER AND R -11 BATT � 0 24' 0� POWDER ort. M.B. NECIUK DATE Oa 28/97 INSULATION TO BE SUPPLIED O STOREFRONT POWDER ACTUATED FASTENERS. ,i DscN B. CARROTHERS SCALE 1/2' t' -0' LOCATIONS OR AT EXTERIOR WALL LOCATIONS ! TYPICAL AT INTERIOR WALLS. ACTIVATES FASTENERS. WHERE IT CANNOT BE VERIFIED THAT ICBO /1290 TYPICAL A INTERIOR a. K. GRIMM CAD nLE S1478A05 1 WALLS. ICBO ; 1290 OM K.O. CARSON .roe No RIAWELO3 ONE EXISTS ■ •• : JACOBS ENGINEERING i FLOOR GROUP INC. v0S1 OFFICC 80x 5710 BASE AS SCHEDULED BASE AS SCHEDULED i BASE AS SCHEDULER ( v ( nAND. oR 972oe - 5210 ® ` 63001 FLOOR FINISH AS SCHEDULED HOLD GWB OFF FL 1/2" AND RUN HOLD GWB OFF FL 1 AND I CONTINUOUS SEALANT BEAD RUN CONTINUOUS S A ANT FARGO EXISTING CONC FLOOR SLAB TYP BOTH SIDES BEAD TYP BOTH SIDES `ice T c F A D RUNNER RUNNER WELLS Aid e ° SAME PARTITION TYPE 1 PARTITION TYPE 2 © PARTITION TYPE 3 15570 SE PACIFIC HWY TIGARD. OR 0 SIMILAR TO TYPE 1 WITH 1 1/2" ® STORE AS TYPE 2 WITH (NOT USED) STORE #S1478 STUDS AND R -6 SEMI -RIGID INSULATION 6 INCH STUDS • N • B SIMILAR TO TYPE 1 WITH 2 1/2" METAL ® SAME AS TYPE 2 WITH STUD WALL KING CITY STUDS AND R -11 BATT INSULATION EXTENDING UP TO UNDER SIDE OF EXISTING 1C SIMILAR TO TYPE 1 WITH 2 1/2" METAL STRUCTURE AS SHOWN FOR TYPE 3 PARTITION STUDS AND R -8 SOUND BATT INSULATION DRAWING TITLE • 1" 2 -TYPE FURRING CHANNELS INSTALLED ON FACE OF EXISTING ARCHITECTURAL WALL WITH RIGID R -4 SEMI -RIGID WALL TYPES INSUL BOARD AND 5/8" GWB FINISH SIMILAR TO TYPE 1 W/ 3 5/8" METAL STUDS 0 16" O.C. HAVING R -11 BATT INSULATION 1 CONSTRUCTED 6" FROM INSIDE FACE CLIENT DRAWING NUMBER REV. NO. OF EXISTING WALL 0 1' 2' 4' 6' FACE OF (E) 5 EX 8 TERIOR WALLIED TO INTERIOR ( I I I A A 05 0 .. TI,I,�11D� 18GA TRACK LIN COLN CENTGREEER T ONER NBURG ROAD .� SUITE 1000 PORTLAND. OREGON 97223 CandrUCters 503 452 5700 FASCIA HEIGHT NOT TO 8� JOISTS PER A Jambs Commly rAx 503 452 5701 EXCEED 24' - SEE DWC A63 FASCIA STUDS 35/8" O 16'0.C. TYPICAL DETAIL 1/A06 CRSS i - - . I 3/� PLYWOOD 3/4 3 - - PLYWOOD / PLYWOOD � NOWT 20 (1 b..1 WOW 20 RIM JOIST ]S15SUE0 FOR — — — 30 C ONSTRUCTION c Y _ J WALL STEPS BACK O 97 5 4" CWB 800111J18 JOIST 0 2' -0' O.C. ATM SOFFIT - TYP YP. aw1lPTla WHERE LOC. , FOR UP TO 16' SPAN BASED S ON SPAN r RE: 2/A72 . __ V <T� Non m o : pp ~ ALLOWS I $ K ,1D. OIL TA RI NOW ONL C ° 13 OF DETAIL 1/A06 AT AU. STUDS a; . sum NEII REVISia DRAWINGS nTN tx is BLOCKING 0 1/3 POINTS WHERE 3 20 CA > � ° ALP••• REhSIORS ARE PRELIMINARY • s 3 " 20 GA ARE 1101 TOR casTRucna OR X STUDS 0 _ — EXT CWB (S NOT APPLIED_ _ — _ . STUDS O - rassucATIa `` 1 6' O .C, f o zz ` 16 O.C. \- SATC (2) 12 00 MJ14 HEADER c j I_" SATC �i ? z SEAL I 6 MIL VAPOR RETARDER 0 UP TO 19' SPAN (2) 1200 Z LSD • EXTERIOR WALL LOCATIONS MJI2 19' -1' TO 23' SPAN `` 1/3 POINTS � �. � il 18 GAUGE TRACK STICH WELD t' 0 2' -0' WHERE EXIT TYP. (358 T18) O.C. TOP AND BOTTOM MB CAN NOT S A 1 BE APPLIED WHERE ERE LOCAT ON SIDES KENNETH W. GRIMM tari CI ,w------ EXP BOLT 016-0.C. FRAMING @ OPEN ___-11‘.---_ 1 • i� W�'"`" PORTLAND, OREGON e BACK BEARING WALL (TYP) SALES /CUSTOMER QUEUE AND ATM SIDE BEARING WALL CO N.T.S. 0 N.T.S. ® N.T.S. � Qf KENN_ GRIMM. AIA REGISTERED ARCHITECT FOR VARIES VARIES - SEE PLAN VARIES - SEE PLAN JACOBS ENGINEERING GROUP INC SEE PLAN CUSTOMER QUEUE /SALES OFFICE /ATM . WORK ROOM on M.B. NECIUK °ATE 04/28/97 osa B. CARROTHERS N.T.S. �� a K. GRGRIMM cAD SCALE rlic r 51478A06 Aft © (2) MJ (BEAM) © S DK K.D. LARSON xe No RIAWELO3 3 / ; PLYWOOD SI ° SEE 2/A06 v 0 JACOBS ENGINEERING ��� IA 1 �� GROUP INC. VERIFY FRAMING PLAN JE ��{' ORIENTATION WITH FLR PLAN Post OrrICE eox 5210 PORTLAND. OR 97206 -5210 (2) 358 SC18 W/ ON OWC A41. SOME LOCATIONS (503) 624 - 300° _ `Ax (503) 624 -3001 1 m y < STICH WELD 1 EA SIDE — _ — — _ -- _ ARE OPP HAND TO THAT 0 II 0 2' -0' O.C. SUPPORTING r - SHOWN HERE _, 2 -12' JOISTS Q ' a I� o � (2) MJ TYPICAL 3 PLACES WELLS C� LEA 1D1�11 HEADER - SEE , I I /riLlw7 i'L�i \VV I - 3/, PLYWD SHEATHING \ 18 GA TRACK In \ \ DRILLING SCREVMS 0 6 O.C. TYP BOTH END 15570 SE PACIFIC HWY • \\ 0 PERIMETER AND 12 O CONDITIONS TIGARD, OR (2) 358SC18 I . j \ \O INTERMEDIATE JOISTS I STORE #S1478 UNDER (2) d MJ -TYP - ° r6 tv. I 1I 1 1 I 1 0 KING CITY 3 20 GA - . STUDS 0 WALL 0 0 I. LINE - (- NOTE: THIS PLATFORM IS DRAWING TITLE 800 MJ18 0 2' -0' O.C. DESIGNED FOR 200 POUND STRUCTURAL —Its (JOISTS) - LIVE LOAD ONLY - NOT FRAMING PLAN FOR STORAGE OF MATERIALS AND DETAILS e POST © BEAM 0 STRUCTURAL FRAMING PLAN N.T.S. N.T.S. e CLIENT DRAWING NUMBER REV. N0. • A06 0 . - • CM COI TRJCTCb INC. �A1 CRSS 10260 LINCOLN W GREENSURG ROAD GENERAL NO S PORTLAND. OREGON 97223 Condructors 503 452 5700 A Justus Company FAX 503 452 5701 1. REMOVE EXISTING VIDEO SHELVING. RACKS AND PARTITION– - • - - ` PATCH FLOORING AS NECESSARY (FULL TILES ONLY) 2. (E) PET F000 AND SHELVING TO BE RELOCATED I BY STORE OWNER 3. REMOVE 2X4 LAY –IN CLC AS NEEDED TO INSTALL BANK PATCH AND REPAIR AS REQUIRED - 35 ISSUED FOR 0 30 CONSTRUCTION c Y X 97 asattPTION Noit m I CImai ALL REVISIONS A IDENTITY ° ° r BEM DELTA NOW I 0 CI Ij • � BCrORE NW RCvISI S10N atomics •11M _tt bg Q� W ° ALPHA RtVISIONS ARC PRELIMINARY I ARC NOT rat CONSTRUCTION OR r 0 i rATT111CA ION O SEAL . C co‘ kl# 4 .16 - 11 - F - r'- ----) r - - - - - - - - r I - -- r -- -9- -- ✓0 i::._ —,� — I.= — • - -- 7=-7—'1 — — — ,-- — —,' — .: - I �;,_, —, KENNETH W . GRIMM C� �J` • , • � _ - ,. _ , _. - -- = - � - - - _ PORTLAND, OREGON • ' - - - - 1 f l n j r + ( l�jQ \ w • ' -. t_ _. ' KEN•RiM (#�IMM, AIA REGISTERED ARCHITECT FOR - JACOBS ENGINEERING GROUP INC - - ._ . .- -- •-- .- - • - 33' -0' , OFT. M.B. NECIUK DATE 04/28/97 osa. 8.. CARROTHERS scAtc 1/8' r 1 • - 9' -0" 7' -5" a. K. GRIMM CAD ruts • 51478A11 CLEAR w r evs K.D. CARSON roe No R1AWEL01 ., JACOBS ENGINEERING ______T il GROUP INC. NOTE 3 NOTE 2 a POST OFrICC Box 5710 -- - - -- - - - - -- -- - - - - -- - - -- NOTE 1 PORnAND OR 97I06 -S210 ((S03) 62x-3000 3001 rAX (503) 624 - . . – – HOLD \ \\ AIM PHONE AN /CUSTOMER, ' — WELLS FARGO r +, � \ ; 15570 SE PACIFIC HWY _ TIGARD. OR _ — ,` . _ 1 > 1 " - I I , SALES I STORE #S1478 • ! worn( �\ I . i_.� :__ QEELS� �' , -• KING CITY ; i , I I _ ; __ I ___:- I , I • • --_— O _ 1 _� _._ - - - - -- - - - --- - - - -- - - •-- - -- - - - - -- - - - -- -- -- - -- - - - - -- DRAWING TITLE I' _ (E) EXTERIOR WALL SYSTEM _ - -- – • -- �_�,_� -- — ARCHITECTURAL • - -- --- • — ... - - - -• — - -- -- -- • --- -- - - -- - - - - -- - - -- FIXTURE PLAN /- F I XTURE PLAN NORTH ( . CLIENT DRAWING NUMBER REV. NO.� NO . 0 8• 24• All 0 0 t. IIIIIIIII I I • ' 4,1.1. e.w•.n ■r ••w.•.•w•... 1,11 .+."►..►.. •. • O. I ..� 110....1.A. ._.w ." A. ales OOfBTRxTIDilt6 NI:. LINCOLN NTER TOWER GENERAL NOTES � A S S 10260 SW ROAD SUITE 1000 PORTLAND. OREGON 97223 • 1. INSTALL BRANCH INFORMATION ON WINDOW AT OFFICE. Constructors 503 452 5700 A Joubs CanPOn1 FAX 503 452 5701 2. VERIFY LOCATION OF POSTERS AS DIRECTED BY BANK PERSONNEL • - - - • SEE A42 DWG '3. ALL WALL DIMENSIONS ARE FOS TO FOS UNLESS NOTED OTHERWISE. 4. FOR VCT /CARPET TRANSITION BELOW DOORS SEE DETAIL 3/A71 5. FILL (E) DOOR OPNG TO MATCH (E) WALL CONSTRUCTION 35 ISSUED FOR 6. REFER TO DWG A05 FOR PARTITION TYPE INFO 0 9 CONSTRUCTION c Y 6. WHERE NEW PARTITIONS ABUTT (E) FURRED WALL REMOVE AS NEEDED (E) GWB ocsatiPnON Non TO ADD A BACKING STUD AS REQUIRED. PATCH. REPAIR. AND FINISH WALL r 5/1114 aL crso IocNT Y o B MOLE 5. O (EITHER WOOD OR STL). WALL TAG INDICATORS ; . Wow NEX1 REVISION DRAWINGS WITH 1K g >i ARE REFERENCE AND SHOWN AS SIM. (E) FIELD CONDITIONS MAY VARY (VIF) ° ALPHA RCVISIONS ARE PRCLININARY & > y ARE NOT roP CONSTRUCTION OR & O V lABRICA710N ' 0A EO OF (E) SOFFIT MILLWORK SUPPLIED AND INSTALLED BY SUBCONTRACTOR. • - - • I ® SEE A51 DWG FOR CLG FITS. REFER TO ELEVATIONS FOR DETAILS. 1 / — SEAL • KENNETH W. GR i:cl' 1 9' -0 7' -5' 1•4 . FACE OF GW FACE TO FACE OF GWt3 ( FACE OF H OLD I SOFFIT ABOVE 0 PORTLAND, ORE VO / � ® <>_711E2 ALIGN 4 � ] -- — % �,1� rt 1 O " ` A © FOR COUNTER REGISTE RE ARCHITECT FOR ATM PHONE ATM SEE I/A75 — ° -= Q 4 - JACOBS ENGINEERING GROUP INC \ MODULEID d 2 I N T © �` • ` <)S.IM7 i OrT A A.B. NECIUK o.rt 0 4/28/97 , A nod B. CARROTHERS scALE 1/4' • 1' -0 • O O O CUSTOMER QUEUE I a K. GRIMM cm) Flu S1478A41 .1 e / - ' 1� ® ,011 K.O. LARSON J08 No RIAWEL03 , A A , JACOBS ENGINEERING r I 0 GROUP INC. N~ O q N ' CLEAR - - . U O V S POST Ori'ICE BOX 5210 PORTLAND. OR 97208 -5210 _ 2 d , NO 4 �4' 1•_6•. 10 O � 6 ?3001 t ?. 1 \ � 3' -s" r' y s' -53/4' SALES o N,' ? CLEAR VIF © 8 i FARGO .- , / NOTE 4 � z b : 3 WORK . OFFICE ° $ - _ _ -- O ROOM rr - -- , 0 N I N 0 , 1557 SE PACIFIC HWY iD D H ; ` i T1 GARD. OR © ID . \ ® Ak O q O - STORE S1478 - I 1 I t 1 Tsim , ©i OSIM 'el - KING CITY I 0 — sIM -- d -- - - -- - -- - - - -- - -- p I GTITE NOTE - -- -- — -- - - -- - — — --- -- -- -_. . - -- - - - - -- - - -- - - -- - - - -- - - — - R AW N L I (E) EXTERIOR WALL SYSTEM - < a 10 -6 ' ' g ARCHITECTURAL wiz 33' -0' v w /- FLOOR PLAN Z ' CLIENT DRAWING NUMBER REV. NO. \- e 0 4' 8' 12' I NORTH I I I 1 I I I A41 0 • LIST ' LINCOLN 10250 CONSTRUCTORS. NC. EQUIPMENT - USED THROUGHOUT CRSS LIN Co SW NTER SUITE 1000 PORTLAND. OREGON 97223 503 452 5700 A ,144a011 Can emi FAX 503 452 5701 (1) FRONT LOAD ACCESSIBLE ATM (10) POINT OF SALE (19) F1 TELLERLINE CABINET (28)SAFE (2) VIDEO MODULE (11) TYPEWRITER (20)ALARM KEYPAD (29)SECURITY DEPOSIT SAFE (3) PHONE MODULE (12) TELEPHONE (21) POSTERS - 24'W x 30' HT SEE A62 (30)30 LATERAL FILE (4) SECURITY CAMERAS - NUMBER AND LOCATION (13) ATTALLA (22)NOT USED (31) 2- TELLER TELLERLINE CABINET TO BE DETERMINED BY SECURITY VENDOR. 35 ISSUED FOR (5) TELLERVISION TERMINAL (14) INFO WALL (23) CORD COVER/FDIC DECAL (32) PIN TERMINAL AND KEYPAD 0 3 30 INFORMATION c 14 MOU IN CONTRACT (6) TELLERVISION KEYBOARD (15) TELECOM EQUIPMENT CABINET (24) MACHINE ON ROLLING (33) EXTINGUISHERS - PER LOCAL. M ocsoliPT10T ort m ■ O CIRCLE All REVISIONS k IDENTITY 22 -1/8'W x 48 -1 /2'H x 28 D CABINET FIRE MARSHALL'S DIRECTION : r R1fN DELTA REMOVE al• CIRCLE 8 (7) ADMASTER (16) CERTEX CHECK DISPENSER (25) PUBLIC ADDRESS TELEPHONE SYSTEM (34) 36' HT WET TRASH CAN 4 1M � A E Ri E ha l o 5 S A i a t U1 J NAAR: ; S y AR( NOT r0R CO OR O 1 ra9RICATION (8) CERTEX VIDEO DISPLAY TERMINAL • (17) LEXMARK PRINTER (26) BAG HOOKS (36) FURNITURE ■ e SEAL (9) CERTEX KEYBOARD (18) INSTA -SHRED (27) CARD ACCESS (36) PENCIL DRAWER (37)KEYBOARD LOC NOTE: REFER TO EQUIPMENT/MILLWORK O SCHEDULE DWG. A43 1 I . 0" ° on. M.B. NECIUK DATE 04/28/97 N - - - -r — —r - - -- — — — (•20 r mai 8. CARROTHERS su..E 1/4' . 1' -0' ATM TPHONg ATM I CO 14) - - - X 1 1- - . ,1 - J (16) a CAo VILE S1478A42 1) M (MULE (1) (23 (4) (4)v DPE xe No RIAWEL03 I I 1 CUSTOMER � ° 111(5) ��( • __ (8j JACOBS ENGINEERING (3) QUEUE /ice t' ' GROUP INC. G / 1 6). J(30) �� POST Dena 80x 5210 , (31 )02 T - ^ y�/ PORTLAND. OR 97208 -52.0 _ _ (G 2 I) ( f 1 � � 1 1 1 Y 7 (33)C O `AX (503) 624 -3001 I I \ - /35) (23) / (12 (35 5(9) / ) x ( , r _ _ _ i c5) ' ,� % J (26) 1 (15) In WELLS FARGO 6�� x(3 " - 425) _ - - 1 - - 1I (35) ( � )_ , � 4�',� / 112) r - - 1� 8 S A ES. (11)r - (24) i , l 15570 SE PACIFIC HWY ' _ 23)]j -{ (17)J -- I TIGARD. OR ' W ORK - - - - � STORE //S1478 2__ OFFICE 5) ; ( ) _ (21) ROOM,__ -Y - - - KING CITY I ,� - r - -J I (21) I (35) \ \a5) \ 1 .i' Ifi(19) �!� _ - i _ - - � i(28 ) • - j L I / 35) (4) �( 20) �, (21) It _ (12) (21) (21) (30) A� r 34): � I I DRAWING TITLE O ---- ' ---- —v— �—J�-- -- — _ ` - a il _ L--J fr - - - - -- -L_J_ - -.` . _--=-- _-- _- _------------ - -_ - -- EQUIPMENT PLAN I Aillik % CLIENT DRAWING NUMBER REV. NO. W_ PLAN 0 4' e' 12' NORTH •EQUIPMENT I I I I I I I A 42 0 • • • WELLS FARGO IN-STORE c ' CRSS ��� UNODLN CENTER TOWER 10260 , ..T TOW ROAD SUITE ���/ LL"� SCHEDULE PORT ND. OREGON 91223 PORTLAND. L `p�'�prs 503 452 5700 A Awes Con.pon rut 503 452 5701 ITEM SUPPLER INSTALLER NO. FBA CRSS I VENDOR SUBCONTRACTOR , CMS I VENDOR SUBCONTRACTOR COMMENTS -- - I 1, 1 ! FRONT LOAD ACCESSIBLE ATM - -- I X I _ I - I_ X I - � ______ - - -- - - -- I _.-- __ _ 1I I -- ! —� - - - - -I_ NOT USED 1±- - — I 2 VIDEO MODULE - i - - _ _ __ - . -__ _ . _ - -__ -- — 3 I PHONE MODULE - - -• - - -- __ X ---) -- - _____1 j -- I- - -- z _ -- — — -- -- - - -- - -• 4 j SECURITY CAMERAS X . 1 x 1_ } - _- - _ - DSIISSUED FOR � j TELEVISION TERMINAL 1 - -- -- ) -- Q 90'INFpRMATION �o Y _ 5 �- - - - -- I X I I - --- - - - t - - X 1 -_ — - - - -- -- - - - - -- 6 I TELLERVISION TERMINAL I X 1 I X I 1 KEYBOARD LOC INSTALLED BY SUBCONTRACTOR I p1,,c,1�,10.. - - ` ' __ _ _ -__ - _ _ -- -__ _.- . ____ —�_ ts - _._ -- - --.. ____ -- c t• Cal V t RI vI5I0NS • IIXNIIt. °' m R. 7 ADMASTER j X 1 I X __ ` I - — —_ _ —. 0 8 I VIDEO DISPLAY TERMINAL __ ■ X - -- • •i n. 1 t• R t (I11. clew y •-- �• i X - n ° Bti' l (VJ .• RE vISIONS ARE PR[ I.. 6 + N , y E �B — ARL Not TOR CONStRuC11ON OR a I u ,t, 9 KEYBOARD X X rA9RIC•110N ti 10 POINT OF SALE - - - - - - NOT USED 11 TYPEWRITER X X SEAL 12 TELEPHONE X X 13 ATTALLA - - - - - - NOT USED 14 INFO WALL X X 15 TELECOM EOUIPMENT CABINET X X _ 16 1 CHECK DISPENSER X X 17 LEXMARK PRINTER X X CABINET INSTALLED BY SUBCONTRACTOR 18 INSTA -SHRED - - - - - - NOT USED 19 TELLER BUS X _ X CABINET INSTALLED BY SUBCONTRACTOR 20 ALARM KEYPAD X X 21 POSTERS X X 22 NOT USED - - - - - - NOT USED 23 CORD COVER /FDIC DECAL X X D oT, M.B. NECIUK o.rt 04/28/97 ' 24 FAX /COPY MACHINE ON ROLLING CABINET X X CABINET INSTALLED BY SUBCONTRACTOR osCN B. CARROTHERS sc.t.0 N/A 25 PUBLIC ADDRESS TELEPHONE SYSTEM X • X a CAD o i S1478A43 26 BAG HOOKS X X ,, OPE roe No RIAWE I • 27 CARD ACCESS - - - - - — . NOT USED JACOBS ENGINEERING UP I NC 28 SAFE X x O POST Of f IC C B OX 5210 29 SECURITY DEPOSIT SAFE X X ( O (3 n 6 2 D. - OOR 97708-5210 30 30` LATERAL FILE X X - R GROUP (5 62 -S ODt . 31 SIGNATURE FILE - _ - - - - - NOT USED 32 PIN TERMINAL AND KEYPAD X _ X WELLS FARGO . 33 FIRE EXTINGUISHERS - LOCAL FIRE MARSHALL X X 34 36" HIGH WET TRASH CAN X X 15570 SE PACIFIC HWY 35 FURNITURE X x TIGARD. OR 36 PENCIL DRAWER X X STORE #S1478 37 KEYBOARD LOC - - - - - - NOT USED KING CITY DRAWING TITLE EQUIPMENT /M SCHEDULE CLIENT DRAWING NUMBER REV. NO. A43 0 ......... V.V....•.....N...,.......... I ■_.._■, •• •••..... I ...M I.._. .._. a ._•••• •0 • CRSS CONSTRUCTIONS. � LINCOLN CENTER TOWER 10260 SW GREENBURC ROAD SUITE 1000 PORTLAND. OREGON 9722.3 GENERAL NO S Constructors 503 452 5700 A dotoes CorXPO^7 FAX 503 452 5701 1. SEE ELECTRICAL FOR LIGHT FIXTURE SPECIFICATIONS. 0 I 2. SEE SPEC SECTION 09511 ON DWG A91, SHT 5&6, FOR CEILING GRID AND TILE SPECIFICATIONS I - - -- I i 1 CURVED SOFFIT TO ALIGN WITH TELLER COUNTER BELOW. SEE A75 FOR RADIUS & LOCATION INFO - 4. SEE E01 & 1.401 FOR ELECTRICAL AND MECHANICAL CEILING FIXTURE SYMBOLS i p5,ISSUED FOR _ _ I 1 0 OCONSTRUCT____ __ . o Y ' I r.o Dlscr+u•nw ' • O • tl e m m O ' CIRCA •.. D • A IDINIII y p x 1- M ID. DLi RIMDVL ON CIRCIL Y 4' > c Bum NLlt REVISIc>+ 0.04s Mtn. y i b C AjPr.A RLVISIIY1S ARL PRLIIMINAR• A > ARL Noi rOD CONS OR u fABRIca7IDN I I I T E 17 2 lo O In 7 SEAL D 4., I N W I w v V KENNETH W. GRIMM n ov o o_ o O o_ o z oz 41 . Z 1 4 1 1.- 1 L` ' — I '` ' ■ — ' PORTLAND, OREGON a.- N Q h p OI G1 �Q 01J CI J _ V N to in U N U V �\ co �\ ( 1 ' _ 0 ' - f � w OF (SR- i ,g KENNETH GRIMM. AIA G - . I REGISTERED ARCHITECT FOR �, JACOBS ENGINEERING GROUP INC • c c ^�t.� . j 0 I l ' OI -or, M.B. NEC IUK Dan 04/28/97 IN IN oSCN B. CARROTHERS scat 1/4 = 1' -0 r cx K. GRIMM cAD rTIL • 51478A51 i oPL K.D. CARSON SOB No RIAWEL03 : ". iiiiii 1 OPEN (NO CLG) I ` or JACOBS ENGINEERING GROUP INC. os orl Bt 4,/ .. / ' -D" CEILING TILE (TYPICAL) Pvoan Ft, ND. oR 10C- 57To S210 2'x2' SUSPENDED ACOUSTICAL a (sos ) 7 . - 1000 o I / I 1 t � N O TE 3 -� j'' ` / WELLS FARGO _ .1 j / X _ iz I,. / • ORIGIN POINT OF I •r-- 15570 SE PACIFIC HWY CEILING GRID TYPICAL I 1 ' TIGARD, OR STORE //51478 1 I •' \�/ KING CITY n i — :1 .. el -- - - - - - - - - r— — — — — DRAWING TITLE • • I ARCHI TECTURAL REFLECTED CEILING PLAN , 411 I CLIENT DRAWING NUMBER REV. NO. e REFLECTED CEILING PLAN �® NORTH 0 4' 8' 12' A51 0 . mil I I Xs. of ,.•...... .ate.. o I a.�a -a• A ... aew•• I oar.. M-r ...r..-awa •■ • CM CONSTRUCTORS, IC. GENERAL \ S R W GREENBURG w� OAD KEYED NOTES USED THROUGHOUT ELEVATIONS/SECTIONS GT7/"��.. pe/��' NOTES C■ PORTLAND. OREGON 97223 Constructors 503 452 5700 A JSCOCs Camper'r FAX 503 452 5701 Ot TELLER STATION 11 PLASTIC LAMINATE WAINSCOT. 1. FOR EQUIPMENT LIST NUMBERS (XX) SEE EQUIPMENT PLAN DRAWING A42 • SEE DETAIL 3/A74 1 0 BASE - SEE SCHEDULE 2. SEE DRAWING A51 FOR CEILING HEIGHTS 12 SECURITY MONITOR SHELF. SEE DETAIL 2/A74 0 UPPER AND LOWER CABINET. SEE DETAIL 1/A76 13 PLASTIC LAMINATE FILLER STRIPS 0 SAFE O DESK COUNTER. SEE DETAIL 1/A75 14 UPPER SHELVES. SEE DETAIL 1/A74 0 WALL OPENING FOR LATERAL FILE 35 ISSUED FOR 15 WORK COUNTER. SEE DETAIL 1/A74 0 3 CONSTRUCTION c Y 0 SECURITY DEPOSIT BOX SAFE ALCOVE. SEE DETAIL 1/A76 16 CERTEX CABINET. SEE DETAIL 1/A73 otsalPrla ► won ► ► m 0 NOT USED • win.' DELTA atuo p t : loony., r ° E i ... &FORt NEXT RtaSla ORATnNCS 01111 !S O WOOD TRIM W/ PL -2 PLASTIC LAMINATE ° A RE N RtvIS1aS ARt P TION OR ARr r s %�y ARE Not 'OR CORSTRUCTIOM OR W O f AORICATIO O SADDLEBAG SIGN (NIC) • , SEAL 10 BLADE SIGN (NIC) C. D 1 l1, 1 � j. ' KENNETH W. GRIMM Cl I PORTLAN , OREGON 1 4' n J F Sf V KEN NCf G . AIA REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC ■ ° on. M.B. NECIUK DATE 04/28/97 osa B. CARROTHERS scA.c 1/4" - 1' - NOTE 2 Cx K. GRIMM c*o FIEL 0 51478A61 m % cot. K.D. LARSON JOB No RIAWEL03 JACOBS ENGINEERING CEILING _ I CEILING 4 GROUP INC. • ,-I _ Loans . Service Financial l Express B POR, AN''.CE BOX 5710 H }! PORTLAND, OR 975788 JE -5210 ® AX ( SOFFIT (503) 503) ) 62 c2 624 - 300t T. / , / \ / \ ` SOFFIT WELLS FARGO / (20 (20 CZ) 0 0 — 15570 SE PACIFIC HWY 0 11 TIGARD. OR )1\ 1 v / \ /� / \ STORE #S1478 \ © 0 r / \ / \ / \ KING CITY ► DRAWING TITLE . [ EXTENT OF WORK • ARCHITECTURAL INTERIOR ELEVATION 0 INTERIOR ELEVATION ! CLIENT DRAWING NUMBER REV. NO" L I I I 4' I ' I� A61 0 1 , \�.. !\O..\f\w\\wM ♦t..1w \\1 \wJ• 1 t -M -N � MMw 1 Yw. 1 Y�� rte.\ -wtY .w CM �' ONSTRLICOB, NC. LI OYER GENERAL NOTES CRSSNCOLN CENTER T 10260 GREENBURG ROAD w 1000 1000 PORTLAND. OREGON 97223 • CarldrUCtOra 503 452 5700 1. FOR KEYED NOTE DESCRIPTIONS SEE A61 A Joc . CORIOany FAx 503 452 5701 • - - - - N. 2. SEE DWG A42 FOR EQUIPMENT DESIGNATIONS (XX) 3. SEE DWG A51 FOR SOFFIT AND CLG HEIGHTS. NOTE 3 4. SEE DWG A73 AND A74 FOR DETAILS AND SECTIONS • CEILING CEILING 35 ISSUED FOR i \ e - - O 30(CONSTRUCT I ON c Y e SOFFIT oft SOFFI 97 asfa+IP +ION BOT OF STRIPE Non ' m o e I CIRCij PAL REVISIONS 1. IDENi1Fr p � p a a r B(r( DELTA RENOVI ONOR CIRCLE > ° ni c i 7 NExI REVISION ORA1nNG5 7 IX H El 1:3 p ARE ICATI R CONSTRNCi1pN ARr • r Z • O (21) (21) rAeRlc•na ` SEAL © _ 0 TEMPERED c kr , / (g/ iNFOtNALL 6' �� (30) ( SEE 3/A73 �cyV� KENNETH W. GRIMM . 0 X X C � r—i t��.'M/ • Rili . 14 W 6 ( PORTLAND, OREGON _ 0 0 KICKPLATE KICKPLATE 0 0 AREA ELEVATION QUEUE ELEVATION OF • SALES 0CUSTOMER S GR A REGISTERED ARCHITECT FOR ITERED JACOBS ENGINEERING GROUP INC ■ * on 11.8. NECIUK DATE 04/28/97 ' Mow . B. CARROTHERS scALE 1/4- • 1.-o- a K. GR11111 CAD FILE f 51478A62 ` OPE K.D. LARSON .roe No RIAWEL03 ■ • JACOBS ENGINEERING • GROUP INC. 0 POST AN 97208-5210 eox 5710 CEILING CEILING PORTLAND. 03) 624 OR 90e -Si+o JE ((S03) 624 -00 ® PAx (503) 6 -300+ I I • r WELLS FARGO TELECOM -- i BOARD IL • SEE E41 / 1 5570 SE PA CIFIC HWY DWG E4t ( _ (33) --�r TIGARD, OR ® ( ' ' ' 0 STORE #S1478 _ _ _ � - - , �- (25) E 3 ' (5) I L U , i (24) i tt - 1 6 KING CITY I 1 1 R - -- r - --1 (6) 1 ( 8) (9 ) ( rail (2e) (30) \ (30) L___...1 _ _ J \ ` I� j DRAWING TITLE L_ J _ z_-- J - \ + + - - 0 — © ARCH I TECTURAL INTERIOR ELEVATIONS e WORK ROOM ELEVATION WORK ROOM ELEVATION • CLIENT DRAWING NUMBER REV. NO. � + 0 I I I I 1 12' A62 0 , - , CRSS CENTER ' ROAD • PORTLAND. OREGON 97223 GENERAL NOTES 503 452 5700 ��ERA . 'O,/ A deeAet Cm 7 FAX 503 a52 5701 I - • 1. FOR KEYED NOTE DESCRIPTION NOTE 5 SEE A61 — — -- — — — r . NOTE 3 , 2. FOR EQUIPMENT DESIGNATIONS _ SEE DRAWING A42 (XX) I 3. FOR SOFFIT AND CEILING HEIGHTS CEILING _ SOFFIT 35 ISSUED FOR SEE DRAWING A51 ■ 9' - O" f - 30 CONSTRUCTION c Y 4. FOR STRUCTURAL FRAMING PLAN - a+ .L... 97 SEE DRAWING A06 — SOFFIT o(sIPna wCTE CIRQC ut R(vlstOwS t IOCwTIrr m m ° 0 ` ` SOFFIT F RE NEXT�R(wVS ORAhI NGS TrIT>, a r ° Ate. R(Vlsla 'f�CU UI* A yy • s AR[ PVIw ,. - --- II I CO ARE MOT FOR CpwSCIlON OR O rA2RICATIOw I BEYOND tT41 INSIDE FACE pFFICE II1 EXTER IOR EXISTING WALL (29) © (3) Ii I SEAL BEYOND tf_(1) �D `' lC i ik— (1) . . . MM. . �I V KENNETH W. GRIMM • PP R� OREGON 0 SECTION 0 , `� O a r KENNN GRIMM. AIA REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC • I on M.B. NECIUK DATE 04/28/97 -".-- (E) WALL TO REMAIN osa B. CARROTHERS soli 1/4" = 1' -0" ' E { 0 4110 OPP a. K. GRIMM c*O rot S1478A63 NOTE 5 HAND K.D. LARSON JoB No RIAWEL03 IT JACOBS ENGINEERING f , ., GROUP INC. 11-11_111111_1___ NOTE 3 oR3n) -3�oa °97ioe° - s2To 625000 CEILING -- - _ - - _ I I - -- - - - - - - - - R O 50 �A: (so3) e25 -3o01 SOFFIT Li WFJL S FARGO 15570 SE PACIFIC HWY 21 (21) (21) (21) TIGARD, OR — O STORE #S1478 OFF 1 CE _ ® � • G LASS KING CITY l� WORK r - 0 . , CUSTOMER LITE R ROOM QUEUE (28) p _ 0 il . 1 . 0 SALES © © DRAWING TITLE -t 1 r t 1 I ARCHITECTURAL • SECTIONS 0 SECTION • CLIENT DRAWING NUMBER REV. NO. 0 I I I I � 12' A63 0 • CRSS ��� ` � LICOW (ENR TOTI�R 10260 SW GREETEN ROAD SUINTE 1000 PORTLAND. OREGON 97223 3 5/8' METAL STUD SYSTEM 3 5/8" METAL STUD SYSTEM A GA 503 452 45 5701 I 1 / 5/8• Gyg j,......... 5/8' GWB IL I - METAL CORNER BEAD PROVIDE METAL CORNER BEAD FINISH OPENING AT GNS AU. AROUND OPENING FINISH OPENING LL 35 ISSUED FOR DEL 7 -2" - DEL T' -2" �� SEALANT 0 9 CONSTRUCTION c Y SEALANT SHIM X 4 1 DESCRIPTION Y NOTt. m o 0 SHIM € BE CIRCLE ALL RI VISIONS A 10[UT rY qq . r114 DELTA ROOM Cal Y CIRCLE o 8 I ' r F. f ' FORE taxi REVISION. DRAWINGS WITH tt 1 3/4' X 4 1 /2 OT at C ST • r 1X ALUMINUM STOREFRONT TEMPERED ' ALUMINUM STOREFRONT • FRAME - VERIFY HEAD SIZE 1 3 / 4' / 2 FOR OR CONCEALED CLOSER GLASS CITE WINDOW FRAME Dom MATCH ALUMINUM SEAL �Q ) ALUMINUM ENTRANCE � `C� • / DOOR W/TEMPEREO 'GLASS LITE ■.,. •� V KENNETH W. GRIMM n - HEAD (SIM AT JAMB) HEAD (SIM AT JAMB) w/m . -/ OFFICE DOOR o OFFICE WINDOW PORTLAND, OREGON e 3' 6' i' 0 3' 6 1' � 1,, 0 I I [ l 1 I ( I 1 I I I 1 Z' O CO-/ LINE OF CHAIR RAIL - EXTEND WOOD TRIM & P -LAM OVER DOOR FACE KENNE GRIMM. AIA REGISTERED ARCHITECT FOR It DOOR AND REDUCER STRIP JACOBS ENGINEERING GROUP INC 5/8' GWB - EXTEND OVER JAMB TRIM WITH J - MOLD i on. M.B. NECIUK OAT( 04/28/97 BEVEL TRIM AT LATCH SIDE FOR CLEARANCE osa. CARROTHERS =au AS SHOWN AS REQUIRED FOR DOOR OPERATION a. K. GRIMM cm) rILE t S1478A71 - 1 - 4` -- T �ovE K CARSON loe No RIAWEL03 I MOUNT BELOW BELOW TRIM EQUAL SAL JACOBS ENGINEERING 1 I� TO SETBACK GROUP INC D OOR, IN CLOSED POSITION IM Is WHER OCCURS � � ∎ ∎I � r ��N.�1r�II `VII�� _• POST OFFICE BOX 5710 I �y y ray �.. ♦ ♦ ♦. ♦.. II //II r ( P AND. OR 97208 -5710 ( ORTL . '��� � , %�I 1 ./ ® F� 62 3001 /97 ... ,At , 1/4 x 1 1/2 BRON ANODIZED � (I I �� ALUMINU PL ATE 1 ►1 EL S FAR VINYL REDUCE S 1 3/4' SOLID CORE D OOR C ARPET AS SP ECIFIE D HIN GES - SEE H 15 570 SE PACIFIC HWY ON DOOR SCHEDULE TIGARD, OR STORE #S1478 x - _ • , P S ON E NO O KING CITY . 111111111111111111 1/2 x 1 1/2 WOOD CASING AU. AROUND WORK ROOM • SHIMS AS REQUIRED DRAWING TITLE • M • CONTINUOUS 2x BLOCKING AT JAMB AND HEAD ARCHITECHTURAL • DOOR DETAILS 3 5/8' 20 GA STEEL STUD EACH SIDE ® CARPET TRANSITION © VCT BLIND DOOR JAMB DETAIL 'CLIENT DRAWING NUMBER REV. NO. NOT TO SCALE e 0 3' 9' 1' 2' I I I I 1 I A71 0 ..•.n.•. .•.�...•..•M .•11011•.•••••• . ter- •..... Wt. .b . MAO. ..•_r ... ... •-•w •w CRSS �� C" � ` � LINCOLN CENTER TOR 10260 Sw GREENBLIRG ROAD SUITE 1000 PORTLAND. OREGON 97223 503 452 5700 A Jambs Caripeny Fax 503 452 5701 BOTTOM OF JOISTe t% • - - • CONTINUOUS RUNNER r SCREWED TO JOISTS ` 3 S/8" STEEL STUDS NEW SOFFIT 1......1 O 8' OC. a 3 5/8" STEEL 9' -0 35 ISSUED FOR > STUDS O 16" OC AFF V v 0 30 CONSTRUCTION o x ACOUSTICAL TILE CEILING \ 97 DEscRIPTION 1 BRACE BACK TO CIRQL Au RtV lslas l0(NTIrr m . ACOUSTICAL CEILING N Ofl ' • . WALL 0 2' -0" OC _ Si g- G� r win( DELTA REYOVE oNLT Mal BtroRE NtxT Rtvlsla DRAWINGS w b I 2S . ` - > C ARE NOT FOR CONSTRUCTION OR • , y 5/8" GWB — -" r..8•ICAT1oN C � r ___- N _ I I I I BOTTOM OF SOFFIT I I I SEAL CONTINUOUS 20 GA "OLT" SCREWED TO �° 8' -0' Or EACH STUD WITH 1 -/10 EACH SIDE — AFF e s ► NOTE: SEE REFLECTED CEILING PLAN FOR CEILING ELEVATIONS vA 3 s /e" sEI .-/.- K 63 ENNETH W. GRIMM SOFFIT DETAIL �sTUOS o,6 0 RADIUSED Ye 44 4 0-444 (4)61" a 0 I 2 3 4' I I PORTLAN OREGON I I I I I j..� 7' -0" VO AFF • OF 0 V ` ' POP RIVET ALL TEES TO WALL ANGLE, TYP - 10 GAUGE HANGER WIRE AT PERIMETER SUPPORTING MAIN VARIES (SEE RCP) & SEE KENNETH GRIMM. AIA RUNNERS CROSS RUNNERS. (6' MAXIMUM FROM EDGE) REGISTERED ARCHITECT FOR SOFFIT DETAIL AT ATM R CP RCP R E JACOBS ENGINEERING GROUP INC WALL ANGLE TRIM TYP AT PERIMETER 1 0 3" 6' 9" 1' 2' orn M.B. NECIUK Dart 04/28/97 10 GAUGE HANGER WIRE 0 EACH CORNER OF ALL LIGHT osa. CALE B. CARROTHERS s AS SHOWN FIXTURES & OTHER EQUIPMENT WHICH ADDS WEIGHT TO ( I I 1 1 I or K. GRIMM CAD TILL f S1478A72 CEILING SYSTEM. CEILING CONTRACTOR TO VERIFY WIRE „OK K.O. LARSON doe No RIAWELO3 SUPPORT REQUIREMENTS WITH LOCAL JURISDICTION . 4 ,„ PRIOR TO INSTALLATION JACOBS ENGINEERING ■ GROUP INC. 10 GAUGE HANGER WIRE 0 Pos orrlct Box 5210 6 4 -0" OC EACH WAY COMPRESSION STRUTS: AN SLIP-PINNED 6 -3000 2o6-s210 P O G MAXIMUM STEEL SECTION W/ L/R TO STRUCTURE ABOVE Q �Ax (503) 624 - 3001 REACTION OF 200 LBS MAX AND BOLTED TO VERTICAL � ATTACH TO MAIN RUNNERS do ANGLE COMPRESSION BRACE WE T Q F' A D W JE a P� ‘�J � CLIP N 8 T. /12 GA HANGER WIRE 1 iiLw i'L1[ ANCHOR ANGLE CLIPS AT COMPRESSION 15570 SE PACIFIC HWY TO STRUCTURE W/ STRUT (TYP) TIGARD, OR . \ 3/16 '. POWER 411.1. I ` ilipp l‘. DRIVEN STUD. STORE #S1478 , 4111brittiThr COMPRESSION STRUT �` ` SHALL NOT REPLACE TWO 2 GA SPLAY WIRES KING CITY ' HANGER WIRE. AT 45' PARALLEL I 9� �� TO MAIN TEES �I %�� 1W, / TWO /12 GA SPLAY , ACOUSTICAL TILE 6- \� 5 • MAIN RUNNER TEE WIRES AT 45' i CROSS RUNNER TEE PARALLEL TO ` Pt. DRAWING TITLE RECESSED LICHTF X R 10 GA LATERAL BRACING WIRES Y M AX FROM MAIN RUNNER CROSS TEES `- A / TYP HANGER WIRES OR OTHER CLG. FIXTURE E ARCHITECTURAL & CROSS RUNNER INTERSECTION AT APPROXIMATELY 45 EA AT 4.-0-0C DIRECTION. LOCATE AT 12' -0' OC MAX AND 6' -0" FROM LOCKING- CEILING DETAILS WALLS MAX (SEE DETAIL 4 AT RIGHT) CROSS TEES NOTE: ALL SUSPENDED CLG. SYSTEM INSTALLATION TO • � COMPLY WITH UBC SEISMIC ZONE 3 REQUIREMENTS CLIENT DRAWING NUMBER REV. NO. ® SUSPENDED CEILING — TILE 0 WIRE BRACING & STRUT DETAIL A72 0 . NOT TO SCALE NOT TO S S - .. •.f...M•./.IMP•M•••••••■•I'. 1 LYa...... .. M 1 MY. . •■ ..•ra •te•••• M GROB OONBMUCTORM NC GENERAL NOTES CRSS LINCOLN ; ; �° G R °A° 1, REFER TO GENERAL MILLWORK NOTES AND FINISH 2. SUBCONTRACTOR SHALL SUBMIT MILLWORK SHOP DRAWINGS P°RTLAND. OREGON 97223 �� s7ao � so3 452 SCHEDULE FOR LAMINATE LOCATIONS AND COLOR FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION A Auto C IOr8 5Ax 4 52 452 5701 • • • NOV:. MATCH TRI GHT AT AINSCOT CV SEE DE TA! ilio OOR NG A74 1 I/2' PLASTIC COUNTER ABOVE — .= LAMINATE IN SH 0 ATCH CASEWORK SEE NOTE 1 • = = 1/2' x /2' PAINT 35ISSUED FOR \ , TO MA 0 30 CONSTRUCTION o Y J-110 • :0 DES 97 X '�- = _ = = ocsa IPnON v . 1-1 1 q,,: B' SIDES 2 N CIRa( ALL KASIDNS • • IOCNTUr r›) I I I I K MITN DELTA RO E CRAY CIRC E $ > • BU ! NEXT R(v1SION ORAMINOS MIT. w ROLL -OUT DRAWER - I I I - — — — — 3 M AL STUD WALL A � C* �NSTsxr O ""r • r X • FULL EXTENSION - I I ii iN BACK PANEL (2) 10 x 18 CUT -OUTS SEE • /A • • FOR ADDITIONAL NF•- ION • rAeRIUTIa . I V 1 V SEAL DOUBLE DUPLEX BA- - FINISH SCHEDULE < ` ! , OUTLET ' 4 O0 - — J f j► (NI ■ 00 o V KENNETH W. GRIMM m w a �I j , ` ROLL-OUT SHELF 1 I FULL EXTENSION ^ , � , j,�,J u'1Q • ° PORTLAND, OREGON 2 . -2 " N , ! c 0 F HAL WALL DETAIL 1ZN O ELEVAT 0 3' 6' 9' 1' 2' KENNETH GRIMM. AIA I I I I I I REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC est i orT. M.B. NECIUK DATE 04 /28/97 2' -I t /2' osa. B. CARROTHERS swE AS SHOWN COUNTER ABOVE a. K. GRIMM cAD ruix i S1478A73 SEE NOTE 1 LAMINATE TOP �DPE. K.D. LARSON _ ,Noe No RIAWEL03 KEYBOARD SHELF (PL -1) JACOBS ENGINEERING MONITOR t' -o" a" 1' -0" GROUP INC. �� (8) a LOCATION I j -j ROLL-OUT DRAWER PORT OFFICE BOX 5210 ' �` w I I . (50 -EO BOX 97206 S710 52 FULL EXTENSION n �� TRIM TO FIT T �A LI( O >rI t M/ITH ® PAX (503) at• -sooT I` 11111111111![ -'�i m EQUIPMENT , TOP OF DOOR 4 = WELLS FARGO 4 ' 2' GROMMET _ — f -I r -1 "s N. __ INSTALL OWNER'S 15570 SE PACIFIC HWY F 3/16; I I CERTEX PLASTIC INFO -WALL . ROLL-OUT SHELF e 1 a L o MODULES AS SHOWN TIGARD• OR I - I _ - STORE #S1478 WITH OVERLA EXTENSION OW I i '� T 18 KING CITY II I TOP OF FINISH FLOOR ' o 2' - 1._ DRAWING TITLE ARCHITECTURAL SECTiO! INTERIOR /MILLWORKDETAILS e CERTEX CABINET DETAILS 9 INFOWALL DETAIL • CLIENT DRAWING NUMBER REV. NO. 0 1 ' 2• 3' 4' 0 1' 2' 3' 4' I I I I I I I I I 1 A73 0 GENERAL NOTES CRSS ROAD 1. PROVIDE 2 - VII GROMMETS. COLOR: TO 2. ALL P -LAM SURFACES TO BE PL2. (UNO) 3. AU. SHELVES OVER 3' -0' IN WIDTH 4. SUBCONTRACTOR SHALL SUBMIT MILLWORK SHOP POR LAA OREGON 9 COndrUCter. 503 45 5 MATCH P -LAM VERIFY LOCATION W/ WFB REFER TO GENERAL MILLWORK NOTES SHALL BE 1' THICK. DRAWINGS FOR ARCHITECT'S REVIEW PRIOR A Jambs Ccemers, PAX 503 452 5701 FOR ADD REO'MTS. TO FABRICATION • - S 1 ' - 4- H 3• -6 - 1' -8' --Ar — C II 1 I 1 TI 4.... SATC I SATC CEILING JS ISSUED FOR i, I I FR BLKG AS REO'0 A______11-----j-- Q 30 CONSTRUCTION c Y II I1 I I II EXTEND 1'. CONDUIT 97 _ TEL/DATA J -BOX II ABOVE FIN Mon ascaunia - T 1 • !! MOUNT HORIZ CEILING I $ r W o u u R vism Y toontre {o W/ 1 1/2 I > • eEroRE NEXT REV1SIOM 0 A.�Mcs win, ^ ;' i MUD RING I , X c ai r v o so s A C P t �U 2NARY A M _ — I RECESSE rAerucATJOM. ' a+ ,. B ACKSPLASH m I A DJ STANDARDS , RECESSED ADJ STANDARDS — " - •1n j h W ."' I CUT -OUT FOR i ! SEA I C.--3 ia � ,r ` I DUPLEXES I I Or% is I FIELD VERIFY '7 0/8( OPEN SHELVING FULL ,; , 6 I I '. �� WIDTH OF COUNTER ' I '� %' I Vri SHOWN ON FLOOR PLAN A41 ( KENNETH W. GRIMM i o CUT -OUT FOR g �� ' t I io I iii I m 8X8X4 J -BOX i ►'.- P- l; d '. 2 - 1 - 14 6 I S T FLU S HW/ I - PORTLAND, OREGON LAM BACKSPLASH �; ALL. 1 PLUGS co 6OCPPAINMOLD W/ X-�- ' I 1 ` ' I r .� V ERIFY. f ' r O� 1 v TO \ FINISHED WALL 4 • MATCH PL1 AND NOTCH SPLASH 2 2- I I V FOR PLUGMOLD AS NOTED. - ) t ' OF c� — J 4 ELEVATION PROVIDE P -LAM FILLER SECTION a, KENNETH GRIMM, AIA i x FOR GAP OVER SAFE NOTE • R EGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC FIELD CUT HORIZONTAL AU. A FACES. EDGES TO RECEIVE PL2 P -LAM WITH ALL OPENINGS FOR TEL/DATA BOXES e MATERIAL TO BE A MIN OF 3/4' THK STOCK FOR P - LAM FINISH. i on. M.B. NECIUK DATE 04/28/97 - I _ SECURITY MONITOR SHELF os B. CARROTHERS SCA,E AS SHO pc. K. GRIMM cAO nu I S1478A74 oPE K.D. LARSON JoNo R1AEL03 3 /4 -LAM I 1 1 1 I ` JACOBS ENGINEERING COUNTER SUPPORT W ORK ROOM SALES GROUP INC. PANEL/DIVIDER - I j L, �- -� • P os t orrlCE BOX 5250 (OUT OF WHEELCHAIR / FILE CAB z 5/8" GWB P aenND. CR 0 0 AO. 30 9720e -5210 S0 3 ) SPACE) ; LOCATION a Ax c so3) ez• -300 _ \ � r AD La BAG HOOKS 1 1 �J -- ccI � ELL WELLS FAR h ' n LT f (NIC) f COUNTER WHERE OCCURS 1 10 % 3 r RECESSED FILE CABINET— 's f 15570 SE PACIFIC HWY AS SHOWN ON EQUIPMENT s S TIGARD, OR PLAN DWG A42 c A 1 1/ WD TRIM STORE #S1478 PAINT TOP OF FIN FLR I TYP S KING CITY — , S I PL2 P -LAM OVER • 1/2" MDF $ I • • TO SLAB DRAWING TITLE BASE VERIFY VINYL TILE ARCHITECTURAL g BASE INTERIOR /MILLWORK DETAILS I CARPET 0 TYP WORK COUNTER SECTION WAINSCOT DETAIL 'CLIENT DRAWING NUMBER REV. NO. A74 0 � • 0 I 2' 3' 4' 0 0 1' 2' 3' I 1 1 1 I I I I I c �/�� e COMMUCTOiB f�. GENERAL NOTES �• R -�� 10260 GREEI4BYRG ROAD PORTLAND. OREGON 97223 503 452 "CO 1. SUBCONTRACTOR SHALL SUBMIT MILLWORK SHOP DRAWINGS Candrudoro FOR ARCHITECTURAL REVIEW PRIOR TO FABRICATION A 4500011 00,1100,17 FAX 503 452 5701 • - 2. REFER TO GENERAL MILLWORK FOR FINISHES. DWG A02 • z i In — ) 5 ISSUED FOR 0 030 CONSTRUCTION o Y TWO TELLER -__ =_- : 97 UNDERCOUNTER ; = - 0 DESCRIPTION CABINET (NIC) LW NOTE m • c 0: c IRQi Au REVISIONS Is IDENnr'r 19 O , — ��" a $ • sum ..E., ROOM ONLY RANINGS MIN S HANDICAPPED 1. " 0 AL A R A C 11 a e k CLEARANCE 1y � �� ... ' 1 a PL 1 rABRICAIId ! - - � s 1 N, • \ \ : ':% \ � — -r SEAL T iN / I � I I �� 1 / / ■ /� \ \ �• I I PL 3 APRON V KENNETH W. GRIMM crl /�p \ U' / I I PL 2 """11. 3 A a cr , ��-- II//�-- DUPLEX OBOTOF OUTLET ' \ � � ' N N UU W I I COUNTER- TYP \ \ / i \ N L , / / • I I PORTLAND, OREGON, i I L — _ J __ _ O �. ii i / p / / / / / 1' - _ t 1' -7 " _ io - ii / / CLEAR VARIES FINISH SCHEDULE OF �� /1 \ d , , I KENNETH GRIMM. AIA // 0. ✓ / y .. - REGISTERED ARCHITECT FOR ii % JACOBS ENGINEERING GROUP INC tr, SECTION C orr. M.B. NECIUK DAZE 04/28/97 O il �� osa. B. CARROTHERS SCALE ROOM E 1/2" ' -0 r r SALES WORK a K. GRIMM EAD cm S1478A75 �oPE. K.D. CARSON Ioe No RIAWEL03 ! JACOBS ENGINEERING 2• GROMMET - TYP 1.0c i r r 0C 1r0 GROUP INC. VERIFY LOCATION WJ FB 0 r Ir ( II ( POSr orstcE BOX 52tD I , `, 1/ . 8 f (AND. 63 tO II I LINE OF KEYBOARD 1------t I ? II II I — / TRAY BELOW (NIC) WELLS FARGO , _ — — / . 2' -1' 4 o r ONE TELLER UNDERCOUN TER / / a 15570 SE PACIFIC HWY 11 l CABINET (NIC) / / In TIGARD, OR II I' 4' -7 � l / N STORE #S1478 II I VI , . . , _ _ _ / / KING CITY , - -- _______ — - -- - __– - - -- ______-- -- ---- -- - DRAWING TITLE ARCHITECTURAL MILLWORK DETAILS a0 a0 CLIENT DRAWING NUMBER REV. NO. e TELLER SIT —DOWN COUNTER PLAN 0 1 2' 4$ 1 A75 0 ( 1 1 1 1 ! ..S .MF..f.wneM \1..a..t .f{ I tiyl. • I..aa. 1 MM 1 •�. •.r- v -.Y .w CRSS SW ' R GENERAL NOTES SUITE rood PORTLAND. OREGON 97223 1. REFER TO GENERAL MILLWORK FOR FINISHES. spry 503 452 5700 DWG A02 Jambs st Conway FAx 503 452 5701 • - - 1 2. SUBCONTRACTOR SHALL SUBMIT MILLWORK SHOP DRAWINGS FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION 35 ISSUED FOR EX 0 30 CONSTRUCTION o Y T TNDGWB6'BEYOND 97 Da cslvnoN v 2' -8' I Non ci ::: • iTH OC Au R 1A R[ [VISI0N5 & lo(Nrlrr N k goof oelN MY CIRCLE: 9 i . s(rO r REVIS1oN ORA as go e i 1 6 �' ° ALPHA REvisiONS ARL P t s y An Nol roo cONsrRUCrION OR W' O rABRICATION �. ∎ t ( S - - • r -- - - -� - - - --� r - - - - — � ' / / //� SEAL I II I I IE RCP FOR HT D I • � � I = — WALL CABINET I ( v (: = V KENNETH W. GRIMM 12'D SHELVES WI RECESSED • ADJ STANDARDS I' — = _ I a" { / ,i f 1 I AR A S ABOVE VE MATCH E CABIN T ` ORTLAND, REGO I I I: ABOVE DESK (PL2� • PORTLAND, OREGON s _ = =. _= ��- -o � I • I. DUPLEX OUTLET r - � LOCKS BRUSHED CHROME FINISH. + 1 I I O I I RECE SED ANDARDS i T v VERIFY KEYING W O I I I I I _ _ — — Q V / /tee I L_ - - - - J I- - — J L - - e 2 ao x 1�THK SHELF o WIRE PULLS SEE DWG A02 KEN G AIA TV SWIVEL ACCURIDE l JACOBS ENGINEERING GROUP I I /C3832- A10 OR EC) UNDERCOUN TER t on. M.B. NECIUK DATE 04/28/97 1 PENCIL DRAWER { osa. B. CARROTHERS =au 1/2' ix 1' -0' # INSTALL PLASTIC LAMINA TE a. K. GRIMM coo riL i S1478A76 � ` F I LLE R P IECES TO FILL 3" 3 a OK K.D. LARSON toe No RIAWE • N I N I GAPS AROUND SAFE • s ` TYP 3 SIDES JACOBS ENGINEERING 1 M ! ; ; 41 X 36"0 X 60'H - - G ROU P N C. 1 L J L J ;� I SD BOX SAFE (N IC) P ost o 'rl a so silo KEYBOARD LOC (NIC)— W/ P 1 5 03 (50 ORTLAND. 3) 6 OR 97208 -5210 / BASE 2 INSTALL 5/8' GWB ON In WALLS OF SD SAFE N 2' GROMMET ALCOVE WELLS C L� w D (� i'ARGO � BASE - SEE FINISH— ELLS BASE SCHEDULE \ I SEE FIN SCHEDULE ,1 I I I 15570 SE PACIFIC HWY T OR VIF 3' -6" CLEAR S #S1 478 A - ELEVATION 1 12 J B - SECTION KING CITY DRAWING TITLE e S D BOX SAFE ALCOVE ARCHITECTURAL MILLWORK DETAILS 0 1� 2' 4' 6� CLIENT DRAWING NUMBER REV. NO. I I I I I A76 0 GENERAL NOTES LIN COLN CEN CRSS o TER TOI�G ROAD R 1 0280 Sw t;<t EENBUR 1. REFER TO MECHANICAL DRAWINGS FOR LOCATION 2. SUBCONTRACTOR TO FIELD VERIFY EXISTING ROOF FRAYING CONDITIONS PRIOR TO PoenAN2oRECON 97223 AND SIZE OF ROOF OPENINGS MECHANICAL UNIT INSTALLATION. SUBMIT SHOP DRAWINGS DETAILING PROPOSED pp � 503 452 5700 ROOF MODIFICATIONS FOR ARCHITECTURAL REVIEW PRIOR TO FABRICATION AND A Joints Company FAX 503 452 5701 AND INSTALLATION OF ROOFING MATERIALS. • - - ♦ -4.-- EXISTING WD BEAM I Imo JOIST OR BEAM OR JOIST - - -1111 PER STORE PLAN FIELD VERIFY III vs T 1 \ / CUT a FRAME I I \ / I I NOTE: \ / EXISTING WD \ / REFER TO MECHANICAL - — — - \ / - — — — - JOISTS TO I I \ / I I DRAWINGS FOR LOCATION AND JS ISSUED FOR \ / NEW HEADER I I \ / I I SIZE OF ROOF OPENINGS 0 30 CONSTRUCTION o Y . x x I I 97 - — — - / / \ \ - — — — — I 2- 2X8 HEADER I / / \ \ L4x4x1 /4 Non otsaIPrloN / \ I / \ p CIRQE ALL RtvISIONS • I0 NTIrV m � o / \ I I / \ I I k III TN DELTA RtMOVS OP4Y CIRCLE > . wow 14x7 REVISION DRAWINGS WI IN I. 1 1 - - I _ A- III — - -- - - - - -- - - r o API o 4SIRUCTiOa i y ewt. • ; O JOIST HANGERS L 6z4z5 /16'x6' (TYP) ♦ rAeRluna r 1 I I I SEAL PLAN PLYWOOD DECK 6- METAL DECK � D ,� 1 2- 2X8 HEADER V KENNETH W. GRIMM f )4,,.....,d Ill 11, o io- 11.4 ' l OR JOIST BE u6.1.--: 3/16 D rr 1 6 V PORTLAND, OREGON / (� , NJ L2x3x3/16 BETWEEN TOP & '1 O 6 -05 SECTION :>1... BOTTOM CHORD (TYP EA V CORNER 0 S' -O OC MAX) KENNETH IWU. AIA REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC FRAMING (4 ROOF OPENING FRAMING @ ROOF OPENING (NEW CONSTR.) , Orr M.B. NECIUK OAT[ 0 4/28/97 e NTS APPLY BASE FLASHING 0 NTS osa B. CARROTHERS SCALE AS SHOWN COMPATIBLE MECH EQUIP NAIL ROOF PLYS W/EXISTING SYSTEM. MECHANICAL UNIT cx K. GRIMM cAO rI� 51478A77 SHT MET FLASHING .0°E K.D. LARSON .IOe No RIAWEL03 FLASHING TO WOOD NAILER MECHANICAL DUCT 2X2 TREATED WD NAILER JACOBS ENGINEERING SHEET METAL UP UNDER FLASHING CAP THROUGH ROOF DECK GROUP INC. FLASHING L J L J I PREFABRICATED CURB POST orrla BOX 52+0 ►�� ►�� SEE MECH DWGS P OR 9220e -52+0 FOR PREFABRICATED CURB _ J APPLY BASE FLASHING COMPATIBLE W/ O I'Ax 62 300+ •" � - - EXISTING SYSTEM. NAIL ROOF PLYS it j • 0 j .I BASE FLASHING TO WOOD NAILER UP �D ^� •4 0 • WOOD CANT STRIP UNDER FLASHING CAP WEBS FARGO � 4 I °� ' TYP t _ °4 � 4 /� EXISTING ROOF SYSTEM • �4 `. $ .• 15570 SE PACIFIC HWY �c••• • � � 64 � `` : ; .. •e+e. . �� 1 /g V ••• EXISTING ROOF INSULATION STORE #S1478 . ........ ..... .. . •4����•4W.e.� 0 ...�....•.•. � . ........ 444'.....:.:...:....:.: KING CITY Mir Willow" MECH EXISTING METAL DECK ) DUCTWORK } ..- ARND TOP OF ROOF DECK 3/1. / PERIMETER OF OC T OPENING WOOD NAILERS TO 4'X6'X1/4' METAL PLATE 0 ARC HITECTURAL TITLE MATCH SYSTEM 4' -0' OC 14 MIN - 1 0 EA CORNER) THICKNESS WELDED TO CURB & ANGLE DRAWING ROOF DETAILS I DBL 2X8 ALL AROUND ROOF CURB CO WOOD FRAME PENETRAT O MECH s ROOF CURB ® STEEL FRAME CLIENT DRAWING NUMBER REV. N0. ® 0 3' 6' 9' 1' 2' 0 0 3' 6' 9' 1' 2' I I 1 i I I I I I I 1 I A77 0 • , I.\ ..a......- . ♦..- ♦..... \.......• I LY..1 S.... \Y 1 MY. I..r. .rr. ....Y M 11 Unccil Cantu CRSS CONSTRUCTORS. U+C. ARCHITECTURAL SPECIFICATIONS 1. Pressure treat above- ground items with water -borne preservatives to a minimum 1 e ,Soto30t retention of 0.25 pcf. After treatment, kiln -dry lumber and plywood to a Constructors PorysnO OR 97223 Acw. cam. - ■ Isw) 452-5700 SECTION 06100 maximum moisture content of 19 percent and 15 percent respectively. Treat Fu 1503)462.5701 ROUGH CARPENTRY indicated items, as well as wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in contact with roofing, flashing, vapor A. Lumber for Miscellaneous Uses: Unless otherwise indicated, provide standard grade barriers, and waterproofing. light framing sized lumber of any species, for support of other construction. This includes, but is not limited to, bucks, nailers, blocking, furring, grounds, stripping, and 2. Where possible, complete fabrication of treated items prior to treatment. If cut similar members. after treatment, coat cut surfaces to comply with AWPA M4. Inspect each piece 05 ISSUED FOR of lumber or plywood after drying, and discard damaged or defective pieces. 0 90 CONSTRUCTION - B. Structural Framing (2 to 4 Inches Thick, 5 Inches and Wider): Unless otherwise indicated, provide structural grade Douglas Fir - Larch, Number 1, minimum. G. Interior Wood Applications: Ensure interior lumber and plywood receives fire- retardant treatment complying with the following: C. Plywood: Provide panels that are factory marked with APA trademark and comply with PS 1. CDX plywood (where required) shall conform to DOC PS 1, Grade C -D with 1. Ensure each piece of pressure impregnated lumber and plywood bears a UL SEAL exterior glue. Sheathing for roof and walls without corner bracing or framing shall have classification mark certifying a flame spread rating of 0 -25 per UL 723, ASTM a span rating of 16/0 or greater for supports 16 inches on center and a span rating of 24/0 E84, and NFPA 255, Tunnel Test. or greater for supports 24 inches on center. • 2. Ensure lumber and plywood span ratings are recognized by the issuance of a D. Fasteners: Of size and type indicated, that comply with the following requirements. National Evaluation Report, which evaluates wood strength under fire- retardant Where rough carpentry is exposed to weather in ground contact, or in areas of high applications. relative humidity, provide hot -dip zinc - coated fasteners per ASTM A153 or AISI Type 304, stainless steel fasteners. 3. Monitor fire- retardant treatment production and kiln drying process in KENNETH GRIMM, AIA accordance with Timber Products Inspection. Ensure lumber is kiln -dried after REGISTERED ARCHITECT FOR 1. Nails, Wire, Brads. and Staples: FS FF -N -105. treatment to 19 percent or less moisture content and plywood to 15 percent or JACOBS ENGINEERING GROUP INC. less moisture content. L B bATE maw 2. Power Driven Fasteners: National Evaluation Report NER -272. sGN KD Larson SCALE WA 4. Smoke Toxicity: No more than that of untreated wood. K K Grimm FILE SPED ARCDOG 3. Wood Screws: ANSI B18.6.1. E KD Larson JOB NO RIAWEL03 5. Ensure treatment is qualified as Type "A" (nonhygroscopic, noncorrosive) when 4. Lag Bolts: ANSI BI8.2.I . tested by an independent third party in accordance with ASTM D3201. Ensure JACOBS ENGINEERING treatment formulation contains no halogens, sulfates, chlorides, or ammonium INC. GROUP P.O. PO Box 5210 E. Metal Framing Anchors: Simpson tie size and type indicated complying with the phosphate. 8 Portland, OR 97208 -5210 following: Fax (03) 624-M01 1. Provide products for which model code evaluation/research reports exist. END OF SECTION 06100 WELLS FARGO r 2. Provide products for which manufacturer publishes allowable design loads I 15570 SE PACIFIC HWY . determined from empirical data or by rational engineering analysis, and that are TIGARD, OR demonstrated by comprehensive testing performed by a qualified independent STORE # S1478 testing laboratory. SECTION 06200 FINISH CARPENTRY KING CITY 3. Metal Framing Anchors: Sheet steel, zinc - coated by hot -dip process on continuous lines prior to fabrication. Interior Standing and Running Trim and Rails; Provide clear dry Architectural Woodworking " Institute (AWI) premium grade birch, free from defects. PECIFICATION TITLE: F. Exterior Wood Applications: Preservative pressure treat exterior lumber and plywood Architectural with water -borne preservatives to comply with AWPA C2 and C9, respectively, and with END OF SECTION 06200 Sheet 1 of 7 requirements indicated below. Each treated item shall bear the AWPA or SPIB Quality Mark. DRAWING NO. REV A91 0 plippill CRSS CONSTRUCTORS, INC. SECTION 06415 F �'�~ 1 °22°SV 2 IGrW'° „ ° R° Bur Cr q 2 N o i S.r X01 CASEWORK 4. For concealed hardware, provide manufacturer's standard finish complying with ca,stnrcto►. Portland OP 97223 - A 4.00% c0 (503) 4523700 product class requirements in accordance with ANSIBHMA A156.9. Fa (5031452.5701 A. Casework to be furnished and installed by subcontractor. G. Casework Accessories: See drawings. I B. AWI Quality Standard: END OF SECTION 06415 1. Comply with applicable requirements of Architectural Woodworking Institute Quality Standards by AWI Latest Edition. ` 05 ISSUED FOR O 30 CONSTRUCTION . 97 2. AWI" Quality Marking: Mark each casework unit with the AWI certified SECTION 07210 compliance label, indicating quality and grade required. BUILDING INSULATION C. Formaldehyde Emission Levels: Comply with formaldehyde emission requirements of A. Provide and install where indicated on the drawings. each voluntary standard referenced. SEAL B. In Masonry Cavity: 1'/2 inch Styrofoam SB. 1. Particleboard: NPA 8. C. Inside Face of Perimeter Walls: • 2. Medium Density Fiberboard: NPA 9. 1. Standard Wall Batt Insulation: R -I1, unfaced, friction -fit, glass fiber batt 3. Hardwood Plywood: ANSI /HPMA FE. complying with ASTM C665, Type 1. D. Cabinet Construction: 2. Semi -Rigid Panel Insulation: R -4 (1 -inch) and R -6 (1 inch), unfaced, semi- KENNETH GRIMM. A1A rigid, glass fiberboard, density 2.25 pcf. REGISTERED ARCHITECT FOR 1. AWI Grade: Custom or better. JACOBS ENGINEERING GROUP INC 3. Wall Sound Insulation: R -8, unfaced, glass fiber sound control ban, friction -fit. DFT L B DATE 0930197 2. AWI Construction Style: Frameless. DSGN K D Larson SCALE WA D. Acoustical Ceiling Batt Insulation: Above suspended acoustical tile ceiling and soffitted CK K Grim FILE SPEC ARCDOC 3. AWI Door and Drawer Front Style: Flush overlay. areas; R -11, lightweight fiber glass, kraft- faced, sized to fit over lay -in panels (apply DPE K0 Larson JOB NO RIAWEL°3 only where noted on drawings). E. Laminate Cladding: GROUP INC. GINEERING E. Installation: Install insulation in accordance with manufacturer's written recommenda- P.O. Box 5210 1. Exposed Surfaces: High pressure decorative laminate, complying with color tions. Butt joints tightly together or firmly against metal stud or furring. Install ® Portland. OR 97208-5210 (503) 624 -3000 shown on drawings. acoustical ceiling batts with kraft face down over top of ceiling tile. Fax (503) 624 -3001 2. Semi - Exposed Surfaces: High pressure decorative laminate, complying with END OF SECTION 07210 WELLS FARGO ' color shown on drawings. ' • 15570 SE PACIFIC HWY 3. Edges: High pressure decorative laminate, complying with color shown on SECTION 07600 TIGARD, OR drawings. FLASHING AND SHEET METAL STORE # S1478 F. Cabinet Hardware: A. Conform to profiles and sizes shown on drawings, and comply with current SMACNA KING CITY Sheet Metal Manual for each general category of work required. 1. Hardware Standard: Comply with ANSI/BHMA A156.9 "American National . Standard for Cabinet Hardware" for items indicated by reference to BHMA PECIFICATION TITLE: 1. Metal flashing and counter flashing. numbers or referenced to this standard. Architectural 2. Hardware Schedule: See drawings. 2. Miscellaneous sheet metal accessories. Sheet 2 of 7 B. Zinc - Coated Steel Sheet: ASTM A526, 0.20 percent copper, 24 -gauge (0.0239 inch); DRAWING NO. REV 3. Exposed Hardware Finishes: See drawings. ASTM A525, designation G90 hot -dip galvanized, mill phosphatized. A91 0 ' I CRSS CONSTRUCTORS, INC. B. Glazing Materials: Comply with Section 08800, Glass and Glaring. ♦ ' „�,,,� �, C. Fabricate sheet metal with flat -lock seams; solder with type solder and flux co„sttino.. Pof1r0 OR 97223 • J.cm. cow. -, (503) 4525700 recommended by manufacturer. C. Hardware: Heavy duty' units required for operations; finish to match door. Fax (503)452.57o' D. Coat back -side of fabricated sheet metal with 15 mil sulfur -free bituminous coating, 1. Offset Pivot Sets: ANSI A156.4, Grade 1; exposed parts of cast aluminum alloy. SSPC paint 12, where required to separate metals from corrosive substrates, including Rixon or approved equal. cementitious materials wood or other absorber materials; and to provide other permanent 2. Overhead Concealed Closers: ANSI A156.5, Grade 2, CO5042, 180 open, fully separation. adjustable, Rixon or approved equal. 05 ISSUED FOR 0 30 CONSTRUCTION E. Seal moving joints in metal work with butyl type joint sealer, nonstaining, noncorrosive, 3. Cylinders: As specified under Section 08710, Door Hardware. 97 nonshrinking, nonsagging, ultra violet, and ozone - resistant. 4. Locksets: Schlage or approved equal. . F. Clean metal surfaces of soldering flux and other substances that could cause corrosion. 5. Offset Pull: Aluminum push -pull, 10 inches center -to- center, 1 inch diameter, 90 degree offset pull. Ives or approved equal. G. Performance: Watertight and weatherproof performance of flashing and sheet metal SEAL work is required. 6. Levers: Adams Rite or approved equal. END OF SECTION 07600 7. Latch: Paddle latch, by door manufacturer. I I 8. Door Stop: Surface- mounted drop -down door stop; match door finish. Ives or approved equal. SECTION 07900 D. Framing System: Fabricate from bronze anodized extruded aluminum members of size JOINT SEALERS and profile indicated. Include reinforcing, shop - fabricate and preassemble. Provide KENNETH GRIMM. AIA frame sections without exposed seams. Kawneer or approved equal. REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC A. Compatibility: Provide joint sealants, joint fillers, and related materials compatible with one another, and with joint substrates. Compatibility shall be demonstrated by testing E. Stile -and -Rail Type Entrance Doors: Provide tubular frame members, fabricated with FT L B GA O&30r9 and field experience of service and application conditions. mechanical joints using heavy inserted reinforcing plates and concealed tie -rods or J- sGN KD L arsa� S CAL E WA bolts. K K Grimm FILE SPEC_ARC DOC bolts. B. Exterior Sealant: One -part, nonsag, neutral curing silicone sealant, ASTM C920, Type E K D Larson JOB NO RIAWEL03 S, Grade NS, Class 25 medium to low modulus of elasticity by Dow, GE, or Pecora. 1. Glazing: Fabricate to facilitate replacement of glass or panels without JACOBS ENGINEERING disassembly. Provide snap -on extruded aluminum glazing stops with exterior GROUP INC. C. Colors: Provide joint sealant color indicated, or, if color is not specified, match adjacent stops anchored for nonremoval. P.O. sox 5210 finish. Portland, OR 97208 -5210 (503) 624-3000 2. Design: Provide 1 %- inch -thick doors of design indicated. Fax (503) 624 -3001 D. Interior Sealant: One part, nonsag, mildew - resistant, paintable acrylic emulsion sealant complying with ASTM C834 by Pecora, Sonneborn, or Tremco. a. Medium stile. WELLS FARGO E. Installation: In addition to manufacturer recommendations, comply with ASTM C962 b. Bottom Stile: 10 inch aluminum panel to minimize damage from 15570 SE PACIFIC HWY for exterior sealant, and ASTM C790 for interior sealant. wheelchair footrests and walking aids. TIGARD, OR STORE # S1478 END OF SECTION 07900 F. Prefabrication: Complete fabrication, assembly, finishing, and hardware application before shipment to the project. Disassemble only as necessary for shipment and ease of KING CITY on -site installation. SECTION 08140 1 • Do not drill and tap for surface- mounted hardware items until time of IS PECIFICATION TITLE: ALUMINUM ENTRANCES AND STOREFRONTS installation. Use manufacturer's template. Architectural 2. Pre laze door and frame units where ossible. Sheet 3 of 7 A. Aluminum Members: Alloy and temper recommended; comply with ASTM B221 for g P extrusions, ASTM B209 for sheet or plate, and ASTM 8211 for bars, rods, and wire. END OF SECTION 08140 DRAWING NO. REV A91 0 • WWI CRSS CONSTRUCTORS, INC. SECTION 08211 B. Locks, Latches, and Bolts: ♦ ' :;o, WOOD DOORS Constructors PMhnd OR 97223 A JAcm. Co Wi (503) 452.5700 I . Heavy duty locksets with latch bolt, lever handles as applicable, and UL listing Fax (503) 452.5701 A. Interior solid core doors to receive opaque finish as follows: and label where required. - I. Faces: Any closed -grain hardwood of mill option. 2. Strikes: Wrought box strikes with extended lip for latch bolts, except open strike plates may be used in wood frames. Provide dustproof strikes for foot 2. AWI Grade: Custom or better. bolts. 05 ISSUED FOR Stops, and Bumpers: Provide gray rubber-exposed resilient parts. Finish 0 CONSTRUCTION Sto 3. Construction: AWI PC -5, particleboard core, 5 ply construction or better. C. Holders, p p g y po P s� exposed metal to match hardware. B. Shop prime exposed portions of doors with field- applied opaque finish over one coat of wood primer specified in Section 09900, Painting. D. Access: Comply with Americans with Disabilities Act accessibility requirements and other state or local jurisdictions as required. END OF SECTION 08211 SEAL -, END OF SECTION 08710 I I SECTION 08710 DOOR HARDWARE SECTION 08800 GLASS AND GLAZING A. Manufacturers: provide hardware by listed manufacturers or approved equals, subject to compliance with requirements contained herein: A. Sizes: Fabricate glass of thickness indicated and to sizes required for glazing openings KENNETH GRIMM. AIA indicated, with edge clearances and tolerances complying with recommendations of REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC I . Butts and Hinges and Pivots: Hager, Stanley, Rixon, or equal. glass manufacturer. DFT L B b'TE 05130197 2. Cylinders: Schlage, cylinders to be provided by Owner. B. Primary Glass Products: DSGN KD Lemon SCALE WA CA K Gar= FILE SPEC_ARC.DOC 3. Locksets: Schlage. 1. Clear Glass: ASTM C1036, Type 1, Class 1, Quality q3, select glazing quality OPE K Larson JOB NO RIAINELOJ clear float glass: JACOBS ENGINEERING 4. Bolts: Builders Brass, Ives, Quality, Stanley. GROUP INC. 2. Clear Tempered Glass: ASTM C1048, Kind FT, Condition A, Type 1, Quality P.O. Box 5210 5. Exit/Panic Devices: Monarch, Von Duprin. q3, sealed glazing quality, fully tempered, clear float glass. (503) Portland. OR 97208-5210 (503)624 -3000 Fax (503) 624 -3001 6. Push/Pull Units: Ives. 3. Mirrored Glass: 1' -6" x 5' -0" x 1 /4" float glass mirror with electro-copper plated silver back. Satin finish steel perimeter frame. WELLS FARGO 7. Overhead Closers: Dorma, LCN, Norton, Rixon. C. Glazing Sealant: Comply with sealant and glass manufacturer's recommendations for 15570 SE PACIFIC HWY 8. Smoke- Activated Closers: Dor- O- Matic, Norton. selection of glass sealants that suit project application and installation conditions and are TIGARD, OR compatible with surfaces contacted. Provide color of exposed sealants to match adjacent STORE # S1478 9. Kick, Stop, and Armor Plates: Baldwin, Brookline, Corbin, Russwin, Hager, surfaces. One part acid curing silicone glazing sealant ASTM C920; Type S, Grade NS; Hiawatha, Ives, and Triangle Brass Class 25; Uses NT, G, A, and, as applicable to uses indicated. KING CITY .. 10. Door Stripping and Seals: Pemko, Reese. D. Dense Elastomeric Compression Seal Gaskets: ASTM C864,. extruded or molded pECIFICATION TITLE: neoprene, EPDM, or thermoplastic polyolefin rubber. 11. Automatic Drop Seals and Astragals: Pemko, Reese. Architectural E. Cleaners, Primers, and Sealers: Type as recommended by manufacturer of sealant and Sheet 4 of 7 • 12. Sound Stripping: Pemko, Reese. gaskets. DRAWING NO. REV A91 0 MOW cRSS CONSTRUCTORS. INC. I F. Blocks and Spacers: Neoprene, EPDM, or silicone as required for compatibility with modular supporting network; conforming with ASTM C645 and C754. See ♦ 0220 ', gym, glazing sealants; 80 to 90 Shore A hardness for setting blocks and, for spacers and edge drawings and details. Constructors P of 1 a r0 OR 97223 A (503) 452.5 blocks, of hardness recommended by glass and sealant manufacturer for application FaX (503)452.5701 indicated. C. Steel Framing for Walls and Partitions: Comply with ASTM C754, maximum deflection - of U240, and the following: END OF SECTION 08800 r I 1. Steel Studs and Runners: ASTM C645, 0.0179 inch base metal thickness, unless otherwise indicated. 05 ISSUED FOR 2. Steel Rigid Furring Channels: ASTM C645, 0.0179 inch base metal thickness, 30 CONSTRUCTION SECTION 09250 g� g 97 GYPSUM DRYWALL hat - shaped. Where noted "resilient ", provide manufacturer's special type designed to reduce sound transmission. - A. Manufacturers: Subject to compliance with requirements; provide gypsum board and - related products by one of the following: 3. Z- Furring Members: Zee - shaped, 0.0179 inch base metal thickness, steel, galvanized, ASTM A525, G60 for mechanical attachment of insulation to SEAL 1. Centex American Gypsum Co. masonry/concrete walls. 2. Domtar Gypsum Co. D. Gypsum Board: Provide types indicated, in maximum lengths available to minimize end • joints: Exposed Gypsum Board: ASTM C36, inch -thick unless otherwise indicated. 3. Georgia- Pacific Corp. 1. Type: Regular, unless otherwise indicated. 4. Gold Bond.Building Products Div. 2. Type: `X' where fire- rating is required. KENNETH GRIMM. A A 5. National Gypsum Co. REGISTERED ARCHITECT FOR 3. Edges: Tapered. JACOBS ENGINEERING GROUP INC 6. United States Gypsum Co. 1. B bATE 05/30/97 E Trim Accessories: ASTM C840; manufacturer's standard trim accessories, including SGN K Lamm SCALE WA B. Steel Framing Components for Suspended Ceilings: As follows, sized per ASTM C754, corner beaded edge trim of beaded type with face flanges for concealment in joint K K Gr.m+ FaE SPEC ARC.000 unless otherwise indicated: compound, except where semi - finishing or exposed type is indicated. Provide corner K Larson JOB NO R1AWEL03 - - bead formed from galvanized steel. JACOB ENGINEERING 1. Cold - Rolled Steel Channels: 0.0598 inch thickness of base metal and 7 /I6 inch GROUP S INC. wide flanges, protected with rust - inhibitive paint, and as follows: F. Gypsum Board Joint Treatment Materials: ASTM C475 and ASTM C840, and as P.O. Box 5210 follows: ® Portland, OR 97208 -5210 (503) 624-3000 a. Carrying Channels: 2 inches deep,- 590 lbs per 1000 feet. Fax (503) 624 -3001 1. Joint Tape: Paper reinforcing tape, unless otherwise indicated. u b. Furring Channels: 3 /4 inch deep, 300 lbs per 1000 feet. WELLS FARGO 2. Drying -Tape. Joint Compounds: Factory prepackaged, vinyl -based products. All r 2. Wire Hangers and Tiles: ASTM A641, soft, Class 1 zinc coating. purpose compound formulated for use as both taping and topping compound. 15570 SE PACIFIC HWY TIGARD, OR 3. Concrete Inserts: Embedded type capable of sustaining a load equal to 3 times G. Miscellaneous Materials: As follows, recommended by gypsum board manufacturer, STORE # S1478 that imposed by ceiling construction, as determined from testing per ASTM Gypsum Board Screws; ASTM C 1002. . E488 calculated loading. KING CITY END OF SECTION 09250 - 4. Steel Rigid Furring Channels: ASTM C645; where shown as "resilient ", provide PECIFICATION TITLE: manufacturer's special type designed to reduce sound transmission. Architectural 5. Steel Studs for Furring Channels: ASTM C645. Sheet 5 of 7 6. Grid Suspension Systems: Manufacturer's standard direct hung grid system DRAWING NO. REV composed of main beams and cross furring members that interlock to form a A91 0 pillippli CRSS CONSTRUCTORS. INC. SECTION 09511 2. Product: Excelon Supreme, Armstrong World Industries Inc., or equal as shown ♦ t0220 SW Greareurg 701 ACOUSTICAL PANEL CEILINGS on drawings. AJM Constructors -, Polla OR 97223 �,.«. c, - n. a. 0031 452•5700 Fail (503) 457.5701 A. Mineral -Base Panels with Painted Finish: ASTM E1264, Type Ill units complying with B. Concrete Slab Primer: Nonstaining type recommended by flooring manufacturer. - - the following: C. Adhesives (Cements): Water- resistant, nontoxic type recommended by tile manufacturer 1. Lightly Textured Pattern: Units matching pattern indicated by manufacturer's to suit resilient floor products and substrate conditions indicated. standard pattern designations, and as follows: END OF SECTION 09660 05 ISSUED FOR a. Color /Light Reflectance Coefficient: White /LRO.75. 1 30 CONSTRUCTION b. Noise Reduction Coefficient: NRC 0.55 - 0.65. SECTION 09678 . c. Edge Detail: Beveled tegular. RESILIENT WALL BASE AND ACCESSORIES SEAL d. Size: As shown on drawings. A. Resilient Wall Base: Products complying with FS SS W -40, Type II, and the following: e. Products: As shown on finish schedule. 1. Style: Straight at carpet, cove at resilient floor; height 4 inches. Corners premolded; surface smooth; color as shown on finish schedule. B. Suspension Systems: 2. Product: Commercial vinyl wall base as shown on drawings. 1. Nonrated and Rated, Direct Hung: With hangers, attachment devices, edge moldings, and trim. Suspended ceiling system shall comply with ASTM C636 B. Vinyl Accessories: Components to match resilient wall base indicated above, by same KENNETHGRIMM.AIA and E580. manufacturer. REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC. 2. Narrow -Face Capped Double Web Steel Suspension System: Runners roll- C. Adhesives: Water- resistant, nontoxic type recommended by manufacturer to suit DFT I. B DATE 05/30197 formed from prepainted or electrolytic zinc- coated cold - rolled steel sheet, with resilient flooring product as substrate conditions indicated. DSGN K Larson SCALE WA prefinished 9 /I6- inch -wide metal caps on flanges, and as follows: CK K Gnrnm FILE SPEC ARC DOC END OF SECTION 09678 DPE K D Larson JOB NO RIAWEL03 a. Face Design: Flush capped faces without slot or reveal. . I 1 JACOBS ENGINEERING GROUP INC. b. Structural Classification: Intermediate duty system. P.O. Box 5210 Portland. OR 97208 -5210 SECTION 09680 ® (503) 624 -3000 c. Cap Material and Finish: Steel sheet with white painted finish. CARPET Fax (503) 624 -3001 d. Products: As shown on finish schedule. A. Product: As shown on finish schedule. WELLS FARGO C END OF SECTION 09511 B. Carpet Adhesive: Water - resistant, nontoxic, and nonstaining as recommended by carpet 15570 SE PACIFIC HWY I t manufacturer to comply with flammability requirements for installed carpet. TIGARD, OR STORE # S1478 C. Carpet Edge Guard: Extruded or molded heavy duty vinyl or rubber; size and profile SECTION 09660 indicated; minimum 2- inch -wide anchorage flange; manufacturer's standard colors as KING CITY RESILIENT TILE FLOORING shown on drawings. • A. Vinyl Composition Floor Tile: Products complying with ASTM F1066, Composition 1 SPECIFICATION TITLE: Y Po Po D. Seaming Cement: Hot -melt adhesive tape of similar product recommended by carpet (nonasbestos formula with requirements specified below). manufacturer for taping seams and butting cut edges at backing to form secure seams Architectural and prevent pile loss at seams. Sheet 6 of 7 1. Class 2, Wearing Surface: Smooth; thickness '/s inch; size 12 by 12 inches; color as shown on finish schedule. END OF SECTION 09680 DRAWING NO. REV A91 0 ppippi CRL nooY+ SS CONSTRUCTORS. INC. Center t '+ : ~ 10220 sW Greei tg RO 8uror 2 Norm Sure 301 SECTION 09900 C. General: Provide painting of exposed items and surfaces not prefinished, as required for Constructors Rolland OR 97223 .,«cc.,:�,. -, (503) 452.5700 PAINTING complete finish installation. Fax ,503,452.5701 A. Acceptable Manufacturers: D. Standards: Provide materials approved for use by applicable air quality management district, if any, for limitations of volatile organic compounds (VOC) for architectural I. Benjamin Moore. coatings. 2. Fuller O'Brien. E. Paints: As specified, top quality lines with spread and total mil thickness as 05 ISSUED FOR 0 recommended by manufacturer. 9 CONSTRUCTION 3. Dunn - Edwards. F. Primers, Undercoats and Barrier Coats: Best quality product as recommended by paint . 4. Sinclair manufacture for substrate and finish; provide by same manufacture as finish paints. 5. Sherwin Williams. G. Preparation and Application: Comply with manufacturer recommendations for types of SEAL _ substrates and specified paint systems. . B. Painting Systems: Catalog numbers indicated under painting systems are Sherwin - Williams, unless otherwise noted. H. Colors: As shown on finish schedule. 1. Gypsum Board: Flat latex. END OF SECTION 09900 a. 1st Coat: ProMar 200 Eggshell wall primer. I KENNETH GRIMM. AIA b. 2nd Coat: ProMar 200 Eggshell enamel. SECTION 12505 REGISTERED ARCHITECT FOR WINDOW SHADES JACOBS ENGINEERING GROUP INC. c. 3rd Coat: ProMar 200 Eggshell enamel. T L B DATE 0513097 A. Provide product complying with NFPA 701. sGN K0 Larson SCALE NIA 2. Gypsum Board: Semi -gloss latex. K K Gram FILE SPEC_ARCDOC B. Manufacturer: Hunter Douglas No. ERDI, Easyrise; color, Linen. K0 Larson JOB NO RIAWEL03 a. 1st Coat: ProMar 200 latex wall primer. C. Installation: Examine opening where shades will be installed. Verify dimensions are JACOBS ENGINEERING GROUP INC. b. 2nd Coat: ProMar 200 latex semi -gloss enamel. correct and surface conditions acceptable. Install shades level and plumb, mounted not P.O Box 5210 less than 1 inch from face of glass with a minimum of two fasteners per bracket. ® Portland, OR 97208 - 5210 c. 3rd Coat: ProMar 200 latex semi-gloss enamel. Fax ( 6' Fax (5 624-3000 03) 6624 4-. 3001 D. Location: See door schedule. 3. Ferrous Metal, Shop Printed: Semi -gloss enamel. WELLS FARGO END OF SECTION 12505 a. 1st Coat: Touch -up damaged areas of shop coat. 15570 SE PACIFIC HWY TIGARD, OR • b. 2nd Coat: ProMar alkyd semi -gloss enamel. STORE # S1478 . c. 3rd Coat: ProMar alkyd semi -gloss enamel. KING CITY 4. Wood: Semi -gloss enamel. PECIFICATION TITLE: a. 1st Coat: ProMar 200 alkyd enamel undercoat. Architectural b. 2nd Coat: ProMar alkyd semi -gloss enamel. Sheet 7 of 7 c. 3rd Coat: ProMar alkyd semi -gloss enamel. DRAWING NO. REV A91 0 JUL -26 -1997 15:17 MARKET CONTRACTORS LTD. 1 503 255 4979 P.02 JUL-17 -1997 16:06 MRKET CONTRACT9R5 LW. 1 r.,.) zJ> ...1/ ■.vc . PIPIPON CRS$ Conseuela 6,c. 614/9111°°3°3 Owe r ivo0. 7117197 idol �D SW O Read, sum imp ' • ~ - Qate i dS eQ: 711719? Constructors ! Ls-co *Jacobs - R QUEST FOR INFORMATION (RR) WELLS FARGO BANK RFI 81476 -01 Project No. $1478 PACIFIC NORTH a • - • * ECT No. , Re w cultism: • cultism: Dots 7117197 Tiesrd Sitesir4Y • Subject I LocstJCru8plc NeRP*1 No. Structural Support System A08 I Q darnel!_ r -' We request a substitution In methods of pror ding the support syrstem for the curved Soot Proposed Course of Action (if asblicable) While using deWi 2 & 41A05 for the free span less over Sales and Phone Module, we propose to use USG "Rigid X" grid suspension system t ttupport the curved drywall Soffit 1 Requester Name end Company I Requester Pharos No. Market Contractors, ltd- ,,,' 1 • 503-256-0577 , RF7 Reply I s`( STEM NIPPEPAR. S T ibsneOZNCQ "T s T - c.N2.tes) Sci v fl" s.-ebtK toN. ■.15Cz 4 eAral t c> X It mast. o 53sPt 4510.) t41:14)L 1-a% t--! AupZpgrx W 1T1rt M r3J FA (•TJQe. 2 (S 2-ECCPAN a4'CI OrZS 4 oSD . " MEW t erIT S. V [TI OA tc-otu■■% 1Ultvq l b cao•V - (1 Ea,T%a0.1) • ) No. of SReid j es I Submit /e uest for ch� 0 B and sched impact within days of - uerctueea ^ reptY 14.1* h'fv. Cats - Sh kill / CT s .F . • -1 / z.1 / `l'1 E':ro5ltia.' C:a� r rt� 4aQ l'i'? ^ —� . :1. cloy ss rimenD'rf sts7$ A11,doa JUL -25 -1997 15 :12 97% P.02 . ' FASCIA NIICNT N01 TO - 6' JOlsrs P[11 i \-% (Kato 74' - SCE ONC Ae] FASCIA STUDS ] //' OC1All 1/A46 - va. • 16 TYPICAL pl. :. II ]/; P►rw000 I /: PLYN000 --.` I 60prT 20 f � — It r �/ I I PO I AI J n 01 Nr ` co 1. I _ -- MrAu STEPS 6A . • �p 1 C110 6 00MJI6 Alir • )' -o' 0 C 6' AISI . r' I :Elm i C1 ?T - T" / i 1v *VI LOC ran UP 10 le' SPAN BASED ON SPAN ; AT A I / g Or OCTAIC I /A06 $ LL STUCK O r Auo.s BLOCKING • 1/3 POINTS .NOWE 8 3 10 CA 01 j/1• 70 GA 111 [IT Die ISNOT...ppm() -_ STUDsO Sri?O1 • le' o C. Y" o OD 16' oC I M ATE i l (7) 17 YA• NL AOCR Z Sr11C 6 Y11. VAA011 aC1AA0(A • I - 16 LIP 10 19 SPAN ()) 1700 CMT[AIOR WALL IOCAt15 MJI) 111-1' TO 7) SPAN L1NG O SIKH MCO T O 7-0' 0 1/] POINTS GAUC TC AC7< O.G TOP AND BOTTOM Ce CAN NOT s/ In1CAC Cx1 5/.. Coo BOM stocs P. (]� 116) I BC APPLIED 'A KRE LOCATION PERMITS 3 • . r- W. CUP BOL ¶ — .1 1 "` D • 16.0.0 FRAMING ® OPEN - m BACK BEARING WALL (TYP) QSALES/CUSTOMER PP NANO (0 MAT QUEUE AND ATM QS1DE BEARING WALL -1 N.I.S N LS. C7 o M T.S. z xi VARIES VARIES -SCI PLAN VARIIS - SEC PRAM D n SE[ PLAN DJSTOMCR MU/SALES Orr1CI /ATM - ` rORM ROOM F 4/111. ^ :tn -1- .. ... ...... .... ..... ....- -• -- - ----- •--•...- .--- - --- - -- ff - - -" - -- v ( NJ (BEAM) WWI' Ark ril4.- - 4 _, S E 7/A06 , d ii 0..N. ' /.' al.woao s 1 Y _ '���� "����� fRA INC PLAN • I M! � -- ��. . Oa1EN1ArION WIM fL PLAN ON D.0 mt. SONC LOCATIONS II >i LO t CA 0{ ARE o °' 11 O 7' -0' 0 C SUPP dIr WG i p p SNOM+ NEa[ () TICAL PLACS 7 -1T JITTS . IC HEADER - StE - � r 7 / A06 ' 3 4 - , gt ►TYP BOTH (ND le w TRACx MU.0 • ep�Irla+s a • PIRIY 0 17 O.C- I v • r (I) . `'t6 ) § > \ \• I DIA ISIS 0 11 .1 -1 rP . t ck t. I t t 1 I 0 . 7 70 CA r. M * • a IQ STUDS 0 NALl ZINC 111111 .s , v NOTE: MIS PIATTa1M 15 A OCSIOIED ran ?00 POUND r eoDYJ1607'- 0'O.C. 1.D M (JOISTS) 1.11E LOAD ONLY - NOT -7 FOa STORAGE OF MA1EalALS LO CO BEAM 6R,b STRUCTURAL FRAMING PLAN N.T.s 0 - NI.S SyStrIPP% ( I 1 P• • • • JUL-28-1997 15:18 MARKET CONTRACTORS LTD. 1 503 255 4979 P'04 te Ri . x ' ' | ' • � �� ` ' ' � --- r— ! »�=^ ' OW w=wowimpraPais 1111 . JUL-28-1997 15:21 MARKET CONTRACTORS LTD. 1 503 255 4979 P.01 • .,.. . . . % Rigid X' Done iusperesion Ssotenes For Drywal !Ceilings . 1 . I 1 ......, . . . , . . . . • - . . .. .,. Roam • 1/414a anriarnamn IA Wan sa * arum Fsionos • th* 'Atm Par aramairsi anal m a dm lug want= • Amnon awl are& Paled . • Cemana IV •I13M1Pal lagld ce VI tr0 Ira *raga a Om :al • oasts U S Glxvin fowl wax.. bye (Owl . Mull 1 here Manna Spam Mb WI IMO ITSIPIt PIM Nem% atenntra cm ittfel sts • Mfthrostannts am otaa tan al firm; am %rant ard • Teller hmia lam* trla anai ia a lair Error ntakern i i . ! 1 ..._ . . ._ _,... • bartgAllarie i lie 111. bag IMP , Isar weal 111111 *MO= Um* I IMP I *WO r Mow Wail 1211•111 - T ...-d• Kin tw 0 aim Miro ir 1 1-irf 1 allit illiTt 17.0M nn iononaq • 25 3 wog , .......-4 1 . i - - 1 01** Chnowl1 • le • r 7tr Ificie 7 .4 tr3.4P . 1 21:11 rrrn 22 nu I IfiCa 11,01911 • —\ f--. ! I „.• _I •_ _-- Cans leo I -lir 1 r I • • 1 -ifr I DAM, i2J trAP 1203 rrrn ; 35 ram :13aG,rin 20 A tam . . . ..... , L- r • i -VT ell 11S IOU .. It. -i i2uurml 38T1 IMEDX.474 ?mon • ...t. 1 1 i ' • – . — _ , . . 1 i i I I . . 1 . i . • Infalika UllilliP611 lan Falba.. Ilia I Fl.#001A1mmakS Panain Waft taw MS te nsalai n Swan Erwwnwigi Itanat Gulailina 3 ri Coti.ci.Wil. ma? !.vmsfiert inav ten kola: NIP nxt iata ma mar.' =date witl tairanna hOG:airtar tz Sa CC &ago Urns.= 2 11 GM, ' 3215,G4P j.7 mato rw ha LOA*, Milano wean arra Orem 'Mama asrA Oalz34310,4 tow %mai Num rear !tads nj 1112 G- ' . P-16. P 5U2. 2 Lao le0 ails olas intim tug n el% gfaarq 4 .1 natal IPS en Marl Kw Wiwi% fibroD Ism in& VON:a P-5 P-V3 ts.R.r WI Medan "VC Zai RUM last =am, p.w.i.a- Ty ;man sat =Dam mica 1 •T . ...95, L:529. %.= n :crave he Ow MI5 tan aview re mina= . wad n as =wit a in . loam Ira as LOW 011210 moor Manna a JAW ID Irmo =Min fl. ' 3 leatspe atm* MICKY rang Par MVO ssei ramwdlocilagew . . 21IC C133113 SI COMM al min CIZa insa a*3 alad Ora" Ls. Ilersel • !/: a IT 1 2 •■, (11 MOP= Din gatftlier 16.111011allim . 6 fa ma 0 Ter.aiva arc !mama 4raw oak= paw stars= yam ern,a- • mann Sem Nem/ a iv- Wan en tliGlninas. rt NW' • 1 ..ww lien Tend et es wawa ty Ism A as a me a Tv . ' lanwhO lit fliza..wah Roan . mean re A, ry SI. 20:315 UM 11111111it kg. ' liaat NO4a ;v., . mow aim nra-han sr..aus* a rub la *rut rc 125 Sub HAW ST NT ihnolim =mum *ma gramma nonom. fteec .0 r on No uswil mu ...swat. ; . PG a* wTh Qom y il i, a p unzx - twor•-lo a 4 um hirevo% .• van moms Noma 00 oar Wm. 6:646.4146.1.4i. tar: , i . i ■ . . JUL -28 -1997 15 21 MARKET CONTRACTORS LTD. 1 503 255 4979 P.02 Concealed Suspension ystem DX Concealed Grid This system alto the sly Ls,le imps Toed rnrt to supporting grid to be completely cone ` led, • To Spier creating a monolithic, uninterrupted ce ing plane. OE 209 2' 'v 14 • ' Concealed systems are available to a ommodate a variety of upward or downward a CT 311 3' 1• 10.0 requirements. f DT 41681E 415 4' 1• iO • Light fixtures, air diffusers and plenum access DT4Iev 1415 4• 1• 3.0 points can be arranged with great flexibility. ifter. or Tu • ' Fire -rated assemblies are available. 114 Z111 r r ain • LO DX Concealed Grid i VA 316 3' 1• OPA 418 t• r ss RIGID X Drywall � /—DEC closing spline SPA ad r 1'I' 35.0 Suspension Grid BPA324 3• 18' 10.0 DEN 415 ceiling tine ®1021 4' 1.6• BO BPI 524 S' 1'A• 1S rcrrfl:l r w ss. Lao ad Ma yews admen toed In IevtF omen m si 61. won OM in »Obi wen AST. MTh ddlia[e1 BnN d WEL /1_ Nis •� Drywall Suspension Sys • Rtsre X This system is the ideal solution for screw- T� t,rr�w► attaching drywall to a direct hung suspeinsion. Is 18 C 1468/ HOW r C ombines the installation speed of grid and the 1 2 H ° 'd" 1• 1 I 17.0 ramming durability of Black iron furring channel systems Bea ms roe w 1eie`' ar into one unique system. 4 GrIns Ca„i 4' �. 7.4' • Modular components and knurled fac on may 424 r 1•,i' 13.7 furring cross channels and furring cross tees for ox 4 24 faster screw installation. 4 ' 1 ' 1 3 . 7 1, �, �, radon kw tiIM oa.e sr�n • Accepts standard lay -in light fixtures land air I" ° ' i ^'�"' ° �""" d diffusers. l 2. 4+rd.me new m nine d him hi • .0112 in.' Many fire -rated designs are available • Accepts U.S. Gypsum Company SHEFrnocK' brand Gypsum Panels. i I dm1 arrow " gypsum panel RMX 12 main tee --- ;" -- -. 4 41.0 1 < WrI r / -...— , , --;:. ,iii A l RCX 4 t��� %%'------,,,,,, f ' cross channel main tee splice > as commis s • sa • •