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12220 SW SCHOLLS FERRY ROAD-1 � s ':�Ur 1�j I14,4. I WG:41, -- AIJr7 GENEFt L NOTES: _�\\\ AT'M \ I 1, ALL MAIERIAL TO BE NEIN AND U.L. APPROVED. I \ 2. PIPING DIMENSIONS ARE CUT LENGTHS, U.O.N. __ --� 3. PIPING SHALL BE IN ACCORDANCE WITH N.F.P A. — R PAMPHLET NO,13.1M, SECTION 2-3. 4. FITTINGS(THREADED AND WELDED)AND JOINING OF R' PIPE SHALL BE IN ACCORDANCE WITH NF PA. \ PAMPHLET N0. 13, SEC. ^-4 A 2-5. 1 I 5. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NY PA_ PAMPHLET N0.13. SEC 4-8.2. QJ ! ISG z 6. ALL SPRINKLER PIPE AND FITTINGS SHALL BE INSTALLED G7 ��� ►-1 FOR DRAINAGE IN ACCORDANCE WITH N.F.P.A. q O PAMPHLET 40. 13. SECA-8.3. 1 1 . 7. EARTHQUAKE BRACING SHALL BE PROVIDED IN • ACCORDANCE WITH N.F.PA. PAMPHLET NO,13 SECA-6 4.3. 9. ALL SCREWF:0 PIPE I O SE SCHEDULE 40, U.O.N. O • 10. Maximum spacinn is 130 square feet. 12 -_- indicates s indicatts now pipe. pipe' indicates existing sprinkler. indicates new pendent sprinkler. IAV N00P ISSIG G/6/lL indicates new upright sprinkler indicates lip i down sprinkler same tee. Typical hangar is: SIDE riE^r-A Ip .y Center of tile r_qui.red. 'Lea yNo Total head eoCnt 1 0 WE LOCA71pN MAP l.i�rE b GE1 Iy AFEA i_1xnTlorl MAP _ ;I14 if C 11 I - o F"� If o- so .+ of J%U j4 PPpvoll s-IM ., a0 WELLSBANX2 � � 1 Seo L>litet 10• hda�''.,...c�W �-1`,�1�7 �Ob Peale SPRINKLERS c>ar*�cTI TYPE ORIFICE TEfp, FIMISX Canopy 5YMNOL I pTY. W\ rI I s fCqR� �� v 5h 2 155 IZ. iZEG Gl.,�— � G O 1� 12220 SW Scholls Ferry Rd _ IS G R Y 1 of 41 cawnKcr WITXt DESC31-LPT'IONt IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T X998g M1�ROVILWED I Ij111 � I11H MADE 4CHIN ! ( i � lll � il ! ! IIIILI1111 ! I ! � ! � II !�� ! I ! il � ij ! iili I ! � fl� l � ! ( III I ' llll ! ;111�1f ! I I � I � ill � lllll I l � lll � l � l � ijl I III � I 1 � 1�1 � II1 I I � I � III � II ! ! i Ililill� lllll i )MCN ' MADE IN CMIN►.21 3 " 1 f m —11--� a!IIIIIIIIIII1111!lIIII11111lI1111111!!!!I!1l11111111111111111!11111111iIlllllllli!!!iilllll!!11!IlIli!Ililillllf3l!RIIiI!!Illllillllllilll!il!IIIIIIIIIII!VIII!I1111111lIIIllllli;itflllll!IHiIIIItIIIIIINiiilli1111111111111!IIIAIIIIIIIHIIIIIII111111IlINI!IIIIIf11111111EIIIIIIIIItIIIh1111lIuUtt i CRSS CONSTRUCToks,INC. GENERAL MECHANICAL SPECIFICATIONS PARI ? PRODUCTS " � ;o�osw1er G eerUxug Rd Budding 2 North, Sufic 301 Conittructors Portland, OR 97223 SECTION 15180 ?. I [� T !�!;;U!A"I IC)N A.larnDaConpa y (503)4525700 Fax (503)452-5101 INSULATION A. ln.ulate new supply and return air ductwork with 1 inch fiberglass insulation -- b , I l .5-3.0 Ib/cu ft density with alumirrunl foil vapor barrier. "Tape joints. - PART 1 GENERAL Q. Insulation shall b - ' e 1 -inch-thick type 200 or approved equal, Owens-Corning - Fiberglass Aeroflot. 0! TUFO FOR l . i SUMMARY � O 30 C6NSTRUl,T10_N_ C. Where ducts are internally lined, exterior insulation is not required. Duct 97 All work to be furnished and installed under this section shall include, but not dimensions on drawings are inside net effect° necessarily be. limited to the following: b rve area size. Increase metal sizes as required to allow for I inch thickness of duct liner. Duct liners shall be A. Supply air ductwork. CcrtainTeed Ultralite Type 150, or approved equal. D. Apply and fasten insulation in strict conformance with manufacturer's Published SEAL 3. Return air ductwork reL:omn)endations. C. Acoustical duct lining where shown on drawings. PART 3 EXECUTION _-- 1 .2 RELATED WORK IN OTHER SECTION c�R cora �.I DUCTS AND PIPE E; G'� ,,•. .�.,� Secti(,n 15600, 1katinx, Ventilating, and Air C.'oiuh'tioning �G* 0.0 l_. A. ;'lean and dry surfaces before installing insulation. 1 .3 APPROVALS E-_-XPtNE 0- 1 q A. Materials shat, be fire retardant, tested by an Independent testis laboratory it B. I3u1i ioints of insulation together with vapor barrier overlap to obtain full p g y � coverage. Do not compress the insulatioli. DFT o crsgm ATE o513o�s7 compliance with Oregon Non-Residential Energy Code, 1996. SGN D Cragin CALE N/A K G Owes FILE SPEC-MEC DOC C. Maple all flaps. PE M Monteith OB NO RtAwEL03 B. Duct covering, duct lining, and equipment insulation shall have a maximum flame spread rating of 25 and a maximum smoke developed rating of 50. D. For rectangle ducts 20 inches or larger in w' � � t b width, secure, tiic, flexible insulatic�r; to JACOBS ENG«VEERING C. These ratings are per test method ASTM E84 and are to be composite ratings the botto;n of ;FSC duct by adhesive applied in 6-in,-Ji square dabs on 24-incCel ith GROUP INC. P.O. Box 5210 ers in each direction. (jacket, rns-.rlatic ri, and adhesive). Ratings are to be shown on the products or on JE Portland, OR 97208-52105 ( 03) 624-3000 t heir carton labels, or they may be vehifred by a report from an independent / Fax (503) 624-3001 testing laboratory. 1 # END OF SECTIOP� 15180 1 .4 SUBMI"1"TA[.S WELLS FARGO QTY cF TI ARD i �• 12220 SW SCHOLLS FERRY A. Prior to construction, submit for approval the following material: C .. . TIGARD, OR STORE # tou�od•.. •° '., nd. •**"*- .1-.----- •• • °° 13G229 1 . Pipe insulation. A'PP ��� - . t� APPr,bC;A In* Condlt(onae�,ory, as dcsc1,,2�_. �- 2. Duct Insulation: F. Or only th �1.-_Q.__ �: HOWARD'S Oil SCHOLLS pER�J�1T 1`IQ• - 7, ,�.. . . .. .. ... . 1. ettuf to*. a. Supply ducts. sea LAttach" �,,° SPECIFICATION TITLE: I�p y tub Oro s° gatE: Me.,rhanical b. Return ducts. By Sheet 1 of 6 3. Duct lining material. DRAWING NO. REV M91 Q 12220 SW Schoils Ferry Rd E 2of41 IF THIS NOTICE .APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY'. T �99 I ED IN Iii I I I I ++ I11 I I i I I i l l l l i li Il � � II � � i � � � I � � ! ! ! . CN ( MAS IN CH INR ( � � 1 � ! *#44 III�IIII+IIII{IIII�IIIl�!lIIIIIII�lI!!!II!! !!!IIlI!11!!!!IIlII�!!!!I!!I! !!!!II!?I"!1!I!f!! !?!!I!!!l�tlllsl!!!;!!Ilsll�'lllffl!!!!,!!ll=fi?1�lilllllfll?111 II! lilfll ! I!!1! Ill I 1 111 �l111 III 1;14 ill i 1,1111011 lot,.11, I �' I I� t,l III .I r 111{1111 Illi Ill.,! 11111 III 1111 III lllo�i ,� CRSS CONSTRUCTORS, INC. SECTION 15400 SECTION 15600 -" Lincoln center q Rd ��' 10220 SW Greenbur Building 2 Norah, Suite 301 Constructors Poiiland OR 97223 2-57 PLUMBING HEATING, VENTILATING, AND AIR CONDITIONING R 'i.",c,eco.,,., , F503j ax 503) 452-5701 PART1 GENERAL PART I GENERAL y — 1 . 1 SUMMARY L ! S(*�OPE A. Water pipi � waste and vent. 05 ISSUED FOR _ P P b> A. I{eat pump. 30 CONSTRUCTION 97 B. Connections tc, mechanical equipment. B. Air distribution ducts. C. Plumbing fixtures. C. Equipment isolation SEAL �, `fir,' •r r 1 .2 RELATED WORK IN OTHER SECTIONS D. Motors for equipment of this section. c��C�L:�- ���•..;c,UX Section 1. 5180, Insulation. E. Thermostats and controls. �-- r-- F. "besting of heating and cooling work. 0RE:GON PART 2 PRODUCTS ��f� y ,�' G. Instruction of Owner's personnel for maintenance of system. ��� "�-�gti� 2. 1 11PING C �. 0 1* H. Layout drawings. p . t. Existing piping on site to be relocated shall be replaced with identical material to EXPIRES 12 match existing. 1 .1, RELATED ':� ORK IN OTHER SECTIONS FT D Cragin ;ATE 05/30/97SGN D Cragin ALE N/A B. Soil and Waste Pipe: Cast iron; ANSI A21 .6 service w6ght, Tyler "No Hub". A. Section 15180, Insulation. K GD FILE SPECMEC DOC Bitum inous coating, ANSI A2 LI 0 fittings "No Hub", Tyler "No Hub" neoprene PE - M Monteith0 NO RIAWEL03 sleeve, stainless steel shield conforming to AISPI 301 and ASTM 0564. B. Section 156201 Testing, Adjusting, an(! Balancing. JACOES ENGINEERING C. . Vent Piping Above Grade: Same as for soil and waste. C. Division 16000, Electrical. CROUP INC P O Box C. Portland, OR 97208-5210 D. Condensate Drain Lines: Type L hard drawn copper per ASTM 888. 1 .3 SUBMITTALS (503) 624-3000 Fax (503) 624-3001 JE Prior to construction, submit for approval the following materials and equipment: WELLS FARGO END OF SECTION IS400 A. Ductwork, acoustical linings. 12220 SW SCHOLLS FERRY TlGARD, OR B. Fire and smoke dampers. STORE # UO22.9 C. Registers and diffusers. HOV1f,�RD'S ON SCROLLS D. Heat pump. SPECIFICATION TITLE: E. Vibration isolation. Mechanical h. Air testing equipment. Sheet 3 0f 6 12220 SW Scholls Ferry Rd G. Thermometers and gauges. DRAWING NO. REV 3of41 M91 0- 1 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. 99N1I ..fITO"II1 ED Ijl � I � I � i � l � lli il � I � i � ' lll � ! ! � ! j ! � ! JI l ! ! ! � I ! ! If ! li � l + i i ` ! • � ! ` � � ! i � , . i j i , . T- rNCN I I11 � ^� I + i � ! 1 MADE IN •II�IIII�lf l�l��l;Ll11il�!l�i�llll�!I!;!�!ll�!!li��l!{�ii!l�!!!I�!!!!I!i!!�!!!I��jJ�l!;!I(!i:!�lIIlll!!1�lll!!i!!!�!!!!ii!il�Iliis!!;'s!!lillli I il�lili�!!!I�lit I ! ' !I ISI I t I I � �I , I1. 111, � 1 I � � It �► !!I ! . illi! !_! ,�II!l.,,I,�IIil,1lil�Ill� 11tl��lil�liil�l,i�{IEI��I°II�iII1�lEl+°+lil�lill111II�°II!lr1111!IIIIiIIiiIII�l011�t111{Illlltll�l�„ CRSS CONSTRUCTORS,INC. B. Pressure Classifications: Construct supply ductwork for + 1 inch WG and �" �'`` 1o2�SW G�reenburg Rd Bokl� 2 Nonh. Suite 301 T. Layout drawings. return/exhaust ductwork for - I inch WG per the current HVAC duct construction Constructors Pixtl:,nd, CR 97223 standards published by SMACNA. AJ4ctibaoLoonp' (503)52-5iO 5701 I, Seismic bracing and anchorages. Fax (503) C. Duct Sealing Requirernents: All supply ducts Class A; return and exhaust ducts, 1 .4 LAYCUTSHOP ( ) DRAWINGS Class B, per SMACNA. -- Prior to the start of installation, submit to the Architect/Engineer for approval, layout la. Flexible Ducts: Cody West No. N.I.L acoustical, round, insulated, fully lined, -� drawings (to scale). Coordinate with all building systems and lis!s of materials, fixtures, flexible duct; UL 181 listed, complying with NFPA Standards 90A and 9013. 05 _ISSUED FOR and equipment to be incorporated in the work. The layout drawings sr'lali ;,consist of Factory-fabricated assembly shall he composed o," an inner duct or woven and O 30 CONSTRUCTION plans and sections, with elevations and sections showing clearly the locations and size of ccated fiberglass proving and air seal bonded to steel wire hel'x, and a thick 97 major Items of equipment, and ductwork as listed below, and clearances for maintenance fiberglass insulating blanket enclosed with a vapor- barrier metalized film withdrawals of removable components. The general arrangement of the systems to be laminate. Maximum length, 5 feet. installed, coordination with other work, and all requirements for installation shall be met. Layout drawings shall show all ducts, fans, air outlets, and thermostat locations. ?.? DUCTWORK SPECIALTIES SEAL S"E' Minimum scale of layout drawings shall be 1/4 inch to the foot. fit�.,.,,, A Volume and Splitter Dampers: Galvanized sheet metal with Young regulator, I . = 4 •t�' - 1 .5 The mechanical contractor shall include the costs of dampers, pulleys, and belt changes Ventfabrics Inc., /I .:, ` ' " '�, p P Y g Ventlok, or approved equal operatinE. hardware. For to meet the air balance requirements. Refer to Section 15620, Testing, ,9d,►usllilK, ujld accessible dampers, provide No. 620, 635, or 637 dial regulators, No. 635, or Balaneing' 637 sq,,.-are end bearing, as applicable. For accessible dampers, provide No. 666 �PZ-G0N concealed .-tamper regulator with bearings as above. CA4�'` �y�0 I_ PART 2 PRODUCTS C, B. ; lexible Connections: Q Industries, Consolidated Kinetics; E !gen "Silent Duct", Type Sda Vent fabrics, or approved equal. ?. 1 DUCTWORK EXPIRFrs 2.3 GR1Ll .l ,3*, REGISTERS, AND DIFFUSERS A. General: Construct all ductworkand plenums with joints, bracing, reinforcing, fK T 7 cr 'g�n ATE 05i30r97 GN D Cragin CALE N/A required gauges, and o►.her construction details, in accordance with the latest Shoemaker as noted, or approved equal by Metal Aire, Kreuter; sizes, capacities, and G OWQ AD FILE SPECMEC DOC ASIIRAE (American Society of Ideating Refrigeration and Air Conditioning pattern as shown un the drawings. Install all outlets flushed, squared, and entirely E M Monteith OB NO RiAWEL03 Engineers) guide and data book, and :SMACNA (Sheet Metal Air Conditioning covering sheet metal ductwork and gaskets. Thread sleet metal mounting, screws tightly National Association) duct manual, unless specified otherwise. Comply with into sheet metal. A ,i frames to fit ceiling type: (see drawings). Diffusers to provide JACOBS ENGINEERING requirements of NFPA (National Fire Protection Association) pamphlet No. proper air distribution at NC 30 or less. Install with opposed blade dampers. GROUP INC. A, 90E3, and UL (Underwriters Laboratories Inc.) Standard No. I81 as P.O. Box 5210Portland, OR 9720&5210 applicable. 2. S ViBRATION ISOLATION LJE (503) 624-3000 Fax (503) 624-3001 1 . Construct duct of United States Steel, Kaiser, or approved equal; heat puhIp fan to be internally mounted on spring vibration eliminators. galvanized sheet metal. Aluminum, fiberglass, or knockdown ductwork WELLS FARGO is not acceptable. '.S SPACE THERMOSTATS 12220 SW SCROLLS FERRY ?. Include manufacturer, sheet metal type, gauge, and hardness in Multistage with integral time clock, 2-position Off`. damper control-, p capable of automatic TIGARD, OR submission. change-over between cooling and heating modes, with a 5-degree change-over STORE # 11G229 - differential. Thermostat to be "White Rodgers" model IF94-71 , or approved equal with , 3. Diagonally crossbreak all panels on ducts 30-inches wide and larger, or changeover. Instal! each thermostat with locking cover. HOWARD S ON SCHOL!-S g g head, using automatic: bead machine, with beads at 12 inches on center digital programmable automatic chapi or less." 2.6 HEAT PUMP UNIT SPECIFICATION TiTLE: 4. Duct dimensions indicated on drawings are net, inside, clear dimensions. A. "Carrier" or approved equal, factory assembled, single piece, air-to-air Feat Mechanical E For Internally lined ducts, add lining thickness to determine metal duct pump. Contained within the unit enclosure shall be ail factory wiring, piping, Sheet 4 of 6 dimensions. controls, and refrigerant charge (11-22). DRAWING NO. 1 IREV M91 12220 SW Scholls Ferry Rd 4of41 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. r , M1(� Z 1J� FD I � Ilijl � ljlllil ! ! l � Iji � ljljll Ii�jllilll(1!IINiCIlMIlllii�!!d{!_W!!I!NiI!G'! Atlill!!iIIllIlIIllli!llilllllij!!lillll illl,��iIlllIlIIIlIIIIl I!1!!!�l!�+,II1!!1!1!ji1i!!!!ill;;�l!!jIi!!ili!l{`ilIlIl ;iIs{�rI'E T�i,I iiIli=iIl!iii Iii!illIliiIi�I!IllIlsl�sTl lTil°lllil�ll�!'l�,!l,i.iI.t.I�.I.l l,Ir tlIlll,,tI lilI�II�lElI lil 111l 11-1I1iii!1ul+lillili lit,l lit�Iifl�l�t,lllIlt,riillIlll lIlt�l I�I1l1l l il ! 1l 1I1i �1aigIl I �l l ! l ILII .f I. rl ri. I r ?A � loll 1111111111tl! t 111 11 1111,11011, y CMS CONMUCTOK WIG LINCOLN CENTER TOWER 10260 SW GREENBuRG ROAD SUITE 1000 MECHANICALGENERAL NOTES PORTLAND, OREGON 97223 (;Of1�1'UCtpri 503 452 5700 L- _ ---- -�— _ - A Jacobs Canpany FAX 503 452 5701 1 ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAWS AND REGULATIONS, F 2. CONTRACTOR SHALL VISIT SITE AND BE FULLY COGNI'ANT OF ALL CDNDI T1O14S PRIOR TO SUBMITTING PROPOSAL. ADJUST EXISTING PIPING AND DUCT WORK IF - - ----- REQUIRED TO ACCOMMODATE NEW WORK. 3. COORDINATE All WORK WITH ARCHITECTURAL, MECHANICAL, AND STRUCTURAL 0 I SSUED FOR _ DRAWINGS. INSTALL ALL WORK TO C!.�Ak NEW AND EXISTING ARCHITECTURAL AND Q 3OSTRUCTURAL MEMBERS. NO MECHANICAL (TEM SUCH AS PIPE, DUCT, ETC. TO BE IN --- o CONTACT WITH ANY EQUIPMENT. NOTE DESCRIPTION , 4. >COORDINATE ALL CUTTING AND PATCHING WITH GENERAL CONTRACTOR. SU9- o CIRCLE ALL RE vtstoNs & tDENn�Y m m m CONTRACTOR SHALL. BE RESPONSIBLE FOR ALL CUTTING ANO PATCHING. Z W WINDELTA REMOVE ONLY CIRCLE W C) BEFORE NEXT REVISION DRAWINCS WI TN _ G ix ALPHA REVISIONS ARE PRELIMINARY k > W 5. OBTAIN WRITTEN PERMISSION FROM ARCHITECT/ENGINEER BEFORE PROCEEDING ARE NOT FOR CONSTRUCTION OR U WITH ANY CUTTING OR PATCHING OF STRUCTURAL SYSTEMS. INSTALL ALL PIPING FABRICATION AND DUCT AS HIGH AS POSSIBLE IN THE SPACE PROVIDED. of 6. COORDINATE NEW ROOF OPENINGS AND PENETRATIONS UNLESS OTHERWISE SEAL INSTRUCTED BY ARCHITECT WITH ORIGINAL ROOFING CONTRACTOR. n -s� `1r��;(�{� . ?. FURNISH AND INSTALL MATEh'iALs, EQUIPMENT AND LA80R AS SHOWN AND AS � � NECESSARY FOR COMPLETE WORKABLE SYSTEM. � I i� j.,5 8. RESTORE ALL DAMAGES RESULTING FROM NEW WORK AND LEAVE PREMISE IN �r CLEAN CONDITION WHEN FINISHED WITH WORK. 9. CONNECT ALL EOUIPMr_NT FURNISHED UNDER OTHER TRADES AS REQUIRED. 0N ✓fir �,P 10. N,'-)T117Y OWNER 48 POURS IN ADVANCE BEFORE ANY EXISTING SYSTEM IS (;� ` y19 SHUT GOWN. F L 0\0 11. PROVIDE ONO Sr'i'S ;;C "AS-BUILT" DRAWINGS AND TWG BOUND SET 0F" ALL OPERATIONS MAN,,!.L ',.'AGRAMS, SERVICES CONTRACTS, COARANTEES, ETC., ONE FOR THE OWNER AND .AC FOR THE BUILDING OPERATIONS DEPARTMENT. 12. PROVIDE AND iNATE WITH ARCHITECT/ENGINEER INSTALLATION OF ACCESS �FT M. ALLEN_ DATE 05/02/97 _ PANELS REQUIRED FOR MAINTENANCE AND INSPECTION OF ALL EQUIPMENT. VSGN D. CRAGIN SCALE N/A 13. OBTAIN A COMPLETE SET OF AS—BUILD DRAWINGS OF EXISTING CONSTRUCTION OPE. M. MONT ICK, G. OWE T'ri AD FILE #_UG229MO2 ,oB No RIAWEL03 FROM fHE LANDLORD FOR INFORMATION ON EXISTING CONDITIONS. VERIFY ALL _� CONNECTIONS TO EXISTING WORK. JACOBS ENGINEERING 14, LOCA1"E NEW HEAT PUMP UNIT ON CURB TO SPREAD WEIGHT ON EXISTING GROUP INC. ROOF STRUC 'URE, COORDINATE WITH ROOFING CONTRACTOR. POST OFFICE Box 5210 PORTLAND, OR 97208-5210 0 (503) 524--3000 15. EACH SYSTEM OF DUCTWORK SHALL BE PRESSURE TESTED IN R FAX (503) 624-3001 ACCORDANCE WITH SMACNA STANDARDS. 16. EACH SYSTEM OF PIPING AND DUCTWORK SHALL BE CLEANED U ALL FOREIGN W01S FAR%JV MATERIAL AND ROUGH SPOTS f RIOR TO BEING PLACED IN SERVI!E AND BEFORE OPERATIONAL TESTS ARE PERFORMED. 17. CONTRACTOR SHALL RETAIN INOFPENOENT TESTING AGENCY FOR TESTING, 12220 SW SCHOLLS FERRYTIGARD, OR ADJUSTING AND BALANCING MR SYSTEM. BALANCE AIR FLOW AT ALL SUPPLY GRILLS AND RETURN AIR REGiSTCRS TO AIR QUANTITIES INDICATED. AGENCY STORE #UG229 SHALL BE A MEMBER OF THE ASSOCIATED AIR BALANCE COUNCIL (AABC) OR THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). SUBMIT FINAL BALANCE HOWARD'S ON SCHOLLS REPORT FOR APPROVAL. 18. DURING ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL MAINTAIN ADEQUATE FIRE EXTINGUISHERS READY FOR USE IN CASE OF FIRE. DRAWING TITLE 19. PROTECTION OF PUBLIC: THE CONTRACTOR SHALL PROTECT THE GENERAL MECHANICAL PUBLIC FROM INJURY OURINC PROGRESS OF THE WORK BY POSTING WARNING GENERAL MOTES SIGNS, GUARD LIGHTING AND BARRICADES. 20. ALL WORK AND MATERIALS SHALL CONFORM TO OWNERS BUILDING STANDARDS. 21. PROVIDE ROUFD DUCT STRAP HANGER PER INDUSTRY STANDARD PRACTICE CLIENT DRAWING NUMBER RFV NO AND BRACING PEk SMACNA HVAC DUCT CONSTRUCTION AND RESTRAINT STANDARDS. 12220 SW Scholls T=erry Rd M02 O 5 of 41 t . \ +e/1-1 i c\ 01 A1Arci nZ\ r, Ar�\ Arian\ nrl �rlrAn,) I t tA c: t A� A 1F THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T ,A' M i O LA1.ED IINCM MADE IN CH t ; 41 i I i I a 4 1 I. 11 {. 1 "w I m 21 l�1rr ,f rrlr: r � 1 ! r !r r s { I Illi) 1►! + li1l,I.I► ii!!!Il►+11!!+ II,I{fSltSl►il III fit ,!!!�li1llN!lTilbl�llll�I!!IlINITTII,!l11 ! VVNff/�y�FMJ CF VR W.. pRTIA E r� L NCOLN CENTER TOWER -� 10260 SW GREENBURG ROAD MECHANICAL EQUIPMENT AND ACCESSORIES SCHEDULES PORT '°°° NU. OREGON 97223 'Orw 503 452 5700 �— — ^--- A Jutcbs ConVwy FAX 503 452 5701 HEAT PUMP SCHEDULE HEATING COOLING SYMBOL MANUFACTURER ---- ISSUED_ FOR �� - CFM MINIMUM SEER EXTERNAL SUPPLY ELECTRICAL OPER WEIGHT ---� U � /MODEL HEATING CAPACITY COP TOTAL POWER COOLING CAPACITY SENSIBLE TOTAL_ POWER OUTSIDE A'R S.P. FAN V/m/Hz LBS 3 CONSTRUCTION O 17_ DB (B ru./h) INPUT (KW) O 95' DB (BTU/h) O 95' DB (BTU/h) INPUT (KW) (CFM) IN WG. HP _ DESCRIPTION H TP1 CARRIER 15,000 8 2.4 29,000 18,800 3.27 875 120 10.0 0.5 1/4 208-230/1/60 268 NOTE 50HS030 i CIRCLE ALL REVISIONS & IDENTIFY m o I'' WITH DELTA REMOVE )NLY CIRCLE a W ---- ---- I > < BEFORE NEXT REVISljN DRAWINGS wiTti! o —- - Q ALPHA REVISIONS ARE PRELIMINARY � n ~- ---� ARE NOT FOR CONSTRUCTION OR FABRICATION JEAt- AIR DEVICE SCHEDULE - -T_ U N I T SEK��, E MANUF./ DESCRIPTION FACE NECK BLOW REMARKS NO. MODEL NO. SIZE SIZE SA-1 SUPPLY AIR KREUCER 1104 CEILING SUPPLY DIFFUSER 24x24 6x6 4-WAY NOTES 1, 2, dT: 3 146 (3, SA-2 SUPPLY AIR KREUGER 1102 CEILING SUPPLY DIFFUSER 24x24 ` 8x8 2—WAY NOTES 1, 2, dT: 3 ``-...-................ -' SA-,i SUPPLY AIR KREUGER 1103 CEILING SUPPLY DIFFUSER 24x24 8x8 3-WAY NOTES 1, 2, dT: .Soft-_----• .. _��� RA-1 RETURN AIR KREUGER 1190 CEILING RETURN REGISTER 24x24 10x10 - NOTES 1, 2, dT: 3 OFT M. ALLEN — DATE 05/02/97 DSCN 0. CRAGIN SCALE N/A RA-2 RETURN AIR KREUGER 1190 CEILING RETURN REGISTER ?4x24 12 .12 - NOTES 1, 2, dT 3 -- ,t -- CK G. OWI" CAD-FILE o UG229MO3 DP[ M. MON TE I TH .108 No RI AWEL03 NOTES: .lACOBS ENGINEERING GROUP INC. c\_0 W/ ROUND NECK REDUCER POST OFFICE BOX 5210 PORTLAND. OR 97208-5210 503) 624-3000 AX (50.3) 62�-3001 D2 STEEL CONSTRUCTION /I-- 1WE FARUV 3 � STANDARD 490 WHITE FINISH -- --- -- 12220 SW SCHOLLS FERRY TI GARD, OR STORE #UG229 HOWARD'S ON SCHOLLS DRAWING TITLE. MECHANICAL EQUIPMENT SCHEDULE CLIENT DRAWING NUMBER REV. NO M03 0 12220 SW Scholls Ferry Rd .� 6 of 41 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT 1S OF MARGINAL QUALITY. "N L f�d : 4 IIl�illl!1lli�llllllill�llll�;iil�lil!!lillfl!!le�lllf!!!!�i!lI�I!!ltii!!�!!lI�I�IIil;!!1!!!!,!!l!I!!!!i' ! ! Cpl! I ��;��!I ' is • i � !: ,. I I�i � I I ++ � � � � � 2 I21 lz t! !! I,. !I! ! .,, i:!„l�Ilillll,MilI�IIIl..111111111lIlilllll�III11!!!l�III#�Il1Ti!!!� lIII�;ll��liFl�l,llllitl,I!„IIII1��I�ll+Illlis�II1111�1III�!fll�lllllflil�Illlllil}��III+!}}lF+.}NISI I� f 0016"IRWTOAB, mac.► • LINCOLN CENTER TOWER 102.60 SW GREENOURG ROAD SUITE 1000 PORTLAND, OREGON 97223 Cjngb'UCtoM 503 452 5700 A JOCMS Canpwy FAX 503 452 5701 -- TURN LEAD FLASHING DOWN INSIDE PLUMBING VENT PIPE 2" - ------- z WHERE APPLICABLE _ HEAT PUMP PACKAGE UNIT, SET LEVEL. ;� SEALANT ----- / ISSUED FOR __ / ul 4 iE� DRAW BAND Q 3C CONSTRICTION _300 - PRE-FABRICATED CURB WITH TREATED / NAILER AND RIGID INSULATION, CON- I r i _ 4 LB LEAD PIPE JACK, DESCRIPTION STRUCTED TO MATCH SLOPE OF ROOF. � > n /"r �i FURNISHED BY TRADE Q No RCLE ALL REVISIONS & IDENTIFY m m CD RESPONSIBLE FOR z W WITH D-LTA REMOVE ONLY CIRCLE W / Z / > < BEFORE NEXT REV!SION CRAWINGS WITH �_ O PENETRATION. SET c ALPHA '4EVISIONS ARE PRELIMINARY k > �+ a FLANGES 1N ASHPHALT ARE NOT FOR CAT ON CONSMUZTION OR iY U PLASTIC ROOF CEMENT 1/2" X 1 1/2" NEOPRENE GASKET, ALL OVER ROOFING PLIES AROUND. SE AL -- 2 PLY COMPOSITION �.....-....� STRIPPING �j.�� ROOF INSULATION ;;:;' • ;� ' ty ��,� ' FLEXIBLE CONNECTION SIZEDy TO MATCH UNIT OPENING. _- i� .�-- . y i I ROOF DECK I t REc;ON \` -- 18 GA x 2" WIDE SHT. MI-L. CLIP WITH (4) "`�•.,,� NO. 10 x 112' 7EK SCREWS ON. THRU TOP OF I ------._ CURB AND (4) NO. 10 x 1/2" TEK SCREWS UP THRU UNIT BASE RAIL. AT 6 FROM MECHANICAL ROOF PENETRATION DETAIL CORNERS & 24" O.C. MAX., ALL AROUND. _ _ E NTS C1FT M. ALLEN DATE 05/0? /''—� osGN. D. CRAGIN SCALL -=- ------ -_ CKL G. OWE _v FILE 0 UG229M71 --- ----- -- -- oPE M. MONTE 1 THY x>A No R1 AWEL03 JACOBS ENGINEERING GROUP INC. \ "OST OFFICE BOX 5210 -- FOR ROOF CONSTRUCTION AND PORTLAND, OR 97208-5210 11 1) 624--3000 1JE1PENETRATION DETAILS SEE A77 ® �Ax (5G3) 624-3001 -�------- MECHANICAL EQUIPMENT VENT 6" ABOVE TRAP WELLS FARUV — � --- UNION - CLEANOUT CAP \� 12220 SW SCHOLLS FERRY — ACOUSTICALLY LINED DUCT. -- - TI CARD, OR c� I s STORE #UC229 HOWARDS ON SCHOLLS MECHANICAL HVAC ROOF CURB PARTIAL SEC110N DETAIL NTS — CONDENSATE DRAIN LINE SHALL RUN TO OR PENETRATE ROOF do A TRAP BE ROUTED TO NEAREST DRAIN DRAWING TITLE �I MECHAP41CAL DETAILS 12220 SW Schoils Ferry Rd MECHANICAL HVAC' CONDENSATION DRAIN CONNECTION DETAIL CLIENT DRAWING NUMBER REQ' NO � 7 of 41 NTS I M 71 0 I A T . \ 1AIC-i 1 C\ 01 A AIn n?\ r An Ar'I V,0\ Ar'I C.CIAA-71 1 ? _ 11 n7 r.N 1 7. 1a. HClI r- Z I 1 ,. .. U,.. _ V ZnAc A 1 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL. QUALITY. T �I9 MI I�AIED -!g-1111 � � � � � � '4111jil. � i illi 1 � I � i � i � i � sji I ' ' ; � � f � l i � l � i � l i � l � i i ; I � l � i � � I � I � ) il ; I � l� iLNG►! � MADEMADEIN CHINA � A ( I III�Iilllllll�llllll!ll:il{I�!lll�lll;�illl�l!!Illi! !!!lJi!l�;ill�Il;l�lll! !I S- 111 — ' (il �sl• j�T II i Is I' ti ! �! ,lilii{Il....l11li„,�lillti„{�IIIII1,111iilllllll.,IIIIIIiIIIAIIII.I�!!il,al1,�I{i,.llT1�11111lli�illdiili!{I,IIII111,IIIIIIIII��IT, ill�lill�{IIi��!lI�.IIIlIIilll�illIIIIIIIiI Iill{IIITIIIJ CRSS CONSTRUCTORS, INC. ln Cents( D. The mechanical contractor cooperates with the selected test and balance agency PART 3 �'XFCUTION ♦ '*Z -10 ing 10220SWGreerburgRd Build2 North, Suite 30, in the following manner: &AfiConstructors Portland, OR 97223 nProvides sufficient time before final completion dates so that tests and A. Report to the Architect/Engineer any noted dei iations from contract documents. Fax X503,452-570,obe o^ua ti 1503)452-5700 1 . balancing can be accomplished. B. Report deficiencies in control system, damper leakage, mixing box leakage, thermostat _ malfunction, excessive noise in the IiVAC system, and other deficiencies. 2. Provides immediate labor and tools to make corrections as required by test and balance agency. 05 ISSUED FOR 3. Include the costs of dampers, pulleys, and belt changes in his contract. END OF' SECTION 15620 O 30 CONSTRUCTION -- 97 E. Upon completion of the air conditioning system, contractor performs tests, compiles test data, and submits four copies of the complete test data to the Owner for evaluation, verification, and approval. SEAL �i . E'. Air System Test and Balance Procedure: �:<<� 1 . "nest and adjust fan rpm to design requirements. , Test and record motor full load amperes. c)IILC:(_)N - 3. Make pitot tube traverse of main supply ducts and obtain design cfm at t;f�CDy�e:NA` fans. �� ,.• f. Test and record system pressures, suction, and discharge. 5. Test and adjust system for design recirculated air, cfm. UFT D Cragm [ATE 05/30/97 USGN D Cragrn ALE N/A K G Owe D FILE SPEC_MEC DOC 6. Test and adjust system for design cfm outside air-. PE M Monteith OB NO R1AwEL03 7. Ad-just main supply and return air ducts to proper design cfm. JACOBS ENGINEERING GROUP INC. P.O Box 5210 8. 'nest and adjust each diffuser and register to within 10 percent of design Portland, OR 97208-5210 requirements. JEIV (503) 624-3000 Fax (503) 624-3001 Identify each diffuser and register as to location in the report. WELLS Fig R�0 10. Readings and tests of diffusers and registers shall include required FERRY 12220 SW SCHQLL:�' �E velocity and test resultant velocity, required cfm and. test resultant C1,111 12220 OFZ after adjustment. r STORE # UG229 1 l . Check all controls requiring adjustment. Check room thermostat fi;; cooling and heating response. HOWARD'S ON SCROLLS 1 1L. Adjust diffusers and registers to minimize drafts in all areas. SPECIFICATION TiTLE: Mechanical Sheet 6 of 6 D"WING NO. REV M91 Q 12220 SW Scholls Ferry Rd 8of41 IF THIS NOTICE: APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. MI� T 1 "IED If ! 1ROTil A !I ! I ! I ! { ! I ! I ! I ! IIIIlIi ! ; il ! ' ! � ! iii ! ii 11141111 11 1 1111 ill EI III II lllill Ili it iii ill ii Iii 11i illi : ' NCl4 ( MAGE IN CN INA f I I I a 4 i 8 . 11 11 13 1s it' t 1 Illlllli!Illlllltlillli,illi!I!II�IIr,►Illl�lllllllll�I!I!!IIII�II!llll!!�!!!IIII!!�IIIII!I1!I!!I!II.I!is�li!II!!II!!!!II!!]�I!!isl!!!illlll!i!III!I!I!!!!�!!I!i!Ilii!!!il!!f!illlll!!II�iII;FlI;i�!!II Illli iiiiill i ` {i{ I{"�I �! �,!� {�li;llllli�lli Ic111�i1i1!{lll�il111{II►�11 III1111111 (st, i I I IIII . .Ili II .III I II I I � � CRSS CONSTRUCTORS,INC. SECTION 15620 ln Canto, 1022 SW G1eanDurg Rd Building 2 Nath, Suee 301 B. Features to Include: Down discharge arrangement, field-installed roof curb, Constrl.Ciors Pont" OR 97223 (503)452-5700 ase rail, and 2-position damper to provide minimum OA requirements during TESTING, ADJUSTING, AND BALANCING Fax 150314525701 occupied periods and 100 percent recirculation during unoccupied periods. Vertical ducts penetrating the roof to be acoustically lined from heat pump down to horizontal takeoffs on duct plan layout. PART I GENERAL 1 . 1 SUMMARY PART 3 EXECUTION os ISSUED FOR All work to be furnished and installed under this section shall include, but not 0 30 CONSTRUCTION 3. 1 DUCTWORK 97 necessarily be limited to the testing and balancing of the following: A. General: Construct ducts and plenums with joints, bracing, reinforcing, required A. Air distribution and air outlets. gauges, and other construction details in accordance with the latest ASHRAE guide and data book and SMACNA manual, and unless herein specified B. Automatic temperature control system. SEAL C(, f 7—n7, _ otherwise, comply with requirements of NFPA pamphlet No. 90A. 1 , . C. Air balancing reports. It t, /;; B. Joints, Rectangular Ducts: Drive slip joints or standard seams. Seal standing . transverse seams and concealed drive slip joints on supply and return air ducts 1 .2 WORK RELATED IN OTHER SECTIONS with arabol and canvas. OREGON Section 15600, Healing, Ventilating, and Air Conditioning. . C. Joints, Round: Swage type with minimum of three sheet metal screws each G' �� .•moi. ? joint. Seal joints on supply and return air ducts with arabol and canvas exhaust ,eG ducts with duct tape. PART 2 PRODUCTS [xPIREs 1 3 - 8 D. Elbows and Transitions: 2. 1 TESTING, ADJUSTING, AND BALANCING FT D Crag,nJATE 05/30/97 SGN D C,ag,nALE NIA I . Construct radius elbows with inside radius not less than duct width. A. Testing, adjusting, and balancing of air distribution shall be performed by an N G OwaD FI�PEC MEC DOC independent agency with AABC or NEB certification, that specializes in, and PE M MonteihB NO RlAWEL03 2. Use square elbows in all cases where exposed, unless otherwise whose business is limited to, testing, adjusting, and balancing of air conditioning indicated, and in lieu of radius elbows where required to facilitate System S,. JACOBS ENGINEERING installation. GROUP INC. P.O. Box 5210 L Instruments used by this agency shall be accurately calibrated and JE] Portland, OR 97208-5210 3. Construct transitions with minimum slope of I to 5 ratio. maintained in good working order. (503) 624-3000 Fax (5W1 624-3001 4. All square elbows in supply ducts shall Have turning vanes. 2. Agency includes all extended warranty of 90 days after completion of WELLS FARGO the test and balance work, during which time the engineer may request END OF SECTION 156PO readjustment of the system to comply with comfort, sound conditions, or CROLLS FERRY W SS relative space pressure requirements. 12220 12220TIGAS, S B. Testing, adjusting, and balancing agency, as part of its contract, acts as STORE # UG229 authorized inspection agency responsible to Architect/Engineer and Owner, and HOWARD'S ON SCHOLLS during the test and balance, lists all items that are installed incorrectly, require correction, or have not been installed in accordance with contract drawings and/or specifications. SPECIFICATION TITLE: C. The testing, adjusting, and balancing agency provides, with his bid, a Mechanical performance guarantee covering all phases of the work as herein specified. Sheet 5 Of 6 DRAWING NO. REV M91 0 12220 SW Scholls Ferry Rd 9of41 IF TUIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. 141NO"L' NIVED IWA l ( � IJI � I IIN� IIIlIIIIIIIIII � IIIIILjllllll1 � 11llllll � llllli ( ! IIII IIII ' ! 11 ! l111 I IIIli 1, 111111W I W 1111111111Jill Jill i19111111111111 IIIMMICCHIIIIA ! ' I ; III � I { I � � II jllllll � ll ( II ' i S- D Ifl�lllllllll�llll�IIII�IIlIIIIIIIN!!!IIIIIIIIIIIIIIII!!!IIIIII!1111111!I!!!I!li!!i!!111111!IIIIIII!!1�H1111!!Illlllh!!!Illi!lili3i�ill!Ill�liill�illlhlli�!1111111111{lIIIII!IIIIII IIIIMil1111!lllllt Inll!II!1111111!iIlli!!Ill"IIIIl11I!il'IIIIIYIllllllllgill 111111 111,111 IIIIIIIIIIHIIIIIlgltlt r MECHANICAL ABBREVIATIONS LINCOLN C:ENTI R TOWER MECHANICAL LEGEND 10260 SW GREENBURG ROAD SUITE 1000 -------- - --------_ _---------__-_----__--- ----_.--,._ _--..�—_ PORt%.ANO, URF.i;ON 97223 C:a1ttr�JCtorIll 50.3 452 5700 ___ - --____---_- -------�._--- --- -- -_.. -- - __------ ------ pony---_--__—_�.__----------- A .lotcds Com ppony FAx 50.5 452 5701 AFF A ACCESS DOOR LAT LEAVING AIR TEMPERATURE - ABOVE FINISHED FLOOR MAX MAXIMUM AIR HBTU PER HOUR (X 1000) MANUAL VOLUME DAMPERHANDLING ROUND DUCT SECTION AL ACOUSTICAL LINING MECH MECHANICAL APPROX APPROXIMATE P----_ ► ________. AP MVO MANUAL VOLUME DAMPER �- ACCESS PANEL (N) NEW OFF-SET UP OR DOWN - ► AIR FLOW (SUPPLY) ---- APD AIR PRESSURE DROP I f- - WITH RESPECT TO FLOW --- -�-` BDD NC NORMALLY CLOSED I BACKURAFT DAMPER NIC NOT IN CONTRACT ISSUED FOR ''OD BOTTOM OF DUCT NO + _ � INTERNALLY LINED DUCTWORK 3 CONSTRUCTION o NORMALLY OPEN O _ UCTION CD BOS GOTTOM OF STEEL AIR FLOW (RETURN OR EXHAUST BTU H NTS NOT TO SCALE ) / BRITISH THERMAL UN!TS/HOUR OA OUTSIDE AIR - - - DESCRIPTION CC NOTE COOLING COIL DBD O CIRCLE Alt REVISIONS k IDENTIFY m m CO OPPOSED BLADE DAMPER EL80WS WITH MARK 7 w AIM DELTA REMOVE ONLY CIRCLE o w CEILING DIFFUSER PCF POUNDS PER CUBIC FOOT TURNING VANES AIR DEVICE MARK BEFORE NEXT REVISION DRAwINCS wITH CFF CAP FOR FUTURE . - CFM A,,PHA REVISIONS ARE PRfAIMINARY ,k > Wre PLCS PLACES ARE NOT FOR CONSTRUCTION OR it CFM CUBIC FEET PFR MINUTE FABRICATION ` PRESS PRESSURE CONN CONNECTION —� ACCESS DOOR IN ELEVATION RA RETURN AIR A.Q. ON 08 DRY BULB RG O THEAT SEAL DEC or ---- RMOSTRETURN AIR GRILLE DEGREES RH RELATIVE HUMID'TY Dwc DRAWING EE�11 RHC REHEAT COIL RECTANGULAR TO ROUND(E) EXISTING RPM REVOLUTIONS PER MINUTE TRANSITION POINT OF CONNECTION EA EXHAUST AIR Lr , ; r.. , RR RE TURN REGISTER ( /,Ia EAT ENTERING AIR TEMPERATURE ER SA SUPPLY AIR - RECTANGULAR OR FLAT OVAL. EXHAUST REGISTER S/p SPLITTER DAMPER 'I 1 24 DUCTWORK S;ZE, FIRST EXF EXHAUST FAN I— --� EGON SD SMOKE DAMPER NUMBER IS SIDE SHOWN EL ELEVATION � SP STATIC PRESSURE INNCENTERLINE ELEVATION STRUCTSTRUCTURAL `� .�< y 1,�, A ELEC ELECTRICAL ESP THD ,. TOP HORIZONTAL DISCHARGE /� FLEXIBLE DUCTWORK - EXTERNAL STATIC PRESSURE C fa L. O EXH EXHAUST TOD TOP OF DUCT TOS TOP OF STEEL -------- -_ -_. (F) FUTURE TSP - TOTAL STATIC PRESSURE I_Y,F'1Ft�: 1 -3/- FBO FURNISHED BY OWNER '� -I TY' TYPICAL SUPPLY DIFFUSER FSO FIRE/SMOKE DAMPER _—_- FLEX FLEXIBLE CONNECTOR VEL VELOCITY DFT M. ALLEN DATE 05/02/97 FOBFLAT ON BOTTOM V/a/H,' VOLTS/PHASE/L4ERTZ -- CscN D. CRAGIN SCALE N_ /A FOT WET BULB RETURN REGISTER CK G. OWE CAD FILE UG_229MOI FLAT E T I WG DPE M.^MONT . H ,oe No RIAWELO� FPM FEET PER MINUTE WATER GAGE 3 - FT FEET HC HEATING COIL JACOBS ENGINEERING HOR HORI?ONTAL GROUP INC. POST OFFICE BOX 5210 HP HORSEPOWER PORTLAND. OR 9 7206-521 0 HTP HEAT PUMP JE -�� R � 3(503) 6240 AX3001 IN INCHES KW KILOWATT SCALEWOUS1-1 1 �kJv DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED. GRAPHIC SCALE INDICATIONSARE SHCWN AS � A GUIDE FOR INTERPRETATION OF REDUCED SIZE DRAWINGS. � 2220 SW SCROLLS FERRY TIGARD, OR FIELD VERIEICA19ON STORE #UG229 CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. CONTRACT HOWARDS ON SCHOLLS DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACT WILL COMPLY WITH ALL CURRENT ORECON STATE ADMINISTRATIVE CODES AND REGULATIONS, THE 1994 OR UNIFORM BUILDING CODE (UDC), UNIFORM MECHANICAL CODE (UMC), do ALL OTHER APPLICA � JURISDICTION OF THE PROJECT. FABRICATED UNITS INDICATED IN SCHEDULES SHALL 8 61-E CURES IN THE DRAWING TITLE FRAMING SUPPORT AND ADJUST END UNIT IN DIML_NSION TO FIT ROUGH OPENING. FIELD MOEASDURE 'LD WITH MECHANICAL BEFORE FABRICATION. LEGEND AND 12220 SW ScABBREVIATION SHEET Ferry Rd M 10 of 41 DIMENSIONING CONVENTION DIMENSIONS ARE FINISH DIMENSIONS TO FACE OF CONCRETE, MASONRY, STEEL AND FACE OF STEEL STUD CLIENT DRAWING NUMBER REV NO ---- _ TO CENTERLINES OF COLUMNS, UNLESS OTHERWISE NOTED. mol 0 t . \ ►sir► i C\ DI i, Mci nz\ nnn\ v znnG IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T "411AIIED mI � (" , r , i ! 1 ! 1i � il ! I � I ! ! I ! 1iI ! , ► � ! II � ! j ! � ! I ! � ! ; ! j ! ! � i ! c� ! ! ! ! ! ! ! ; I � I I � , = 11 t i i � t , . IDIOM MIAAEINCH � INA C" 4 1 nI!III ill 111111,l1,li11111111l11�1!l;!lllllllll!1il! !I!!lilll�!i!! i!!lr ;,�„ 1 I — � I } !Ilt!jc��l���lil!l!!�!illll!iili!!I�li� ,1 !lily„111!i!!,�1li!I!II11l1111!1!I!!;illljilf{111111�1ls�lllilllll�tllllllll�Illlilllll�lll�Il!I�illllllllllc�i�llll�llllls{ llllll� !i �ll � 1 � 1� 1 I I .11�,ll! 1{ll ill:�i,lilli!11lIii�Illi,111�lII, . r 0 LINCOLN CENTER TOWER Al 10160 SW GREENBURG ROAD SUITE 1000 WELLS FARGO PORTLAND, OREGON 97223 CANUh-UtCto"i 503 452 5700 A Jocoas Cwnpony F,�X 503 0,52 5701 HOWARD'S ON SCHOLLS, STORE #UG2zv SITE LAXATION MAP - PROJECT INFORMATION SHEET --—:--~_�—-------- —1 SHEET INDE?� ISSUE FOR 0 3 CONSTRUCTION ZONING: g Qns Ln - fit►` �' TO1 TI TLE SHEET DESCRIPTION r _ � ,-- ">>�' ►,` Z'. ' �;" `` ~ 06�UPANCY: NOTE* EX1STlNG BUILDING CODE NOTE o CIRCLE ALL aEvI51c»r5 �c IOENTIrY ¢' m � •�' INFORMATION UNAVAILABLE AND Z wIT►, DEL1A REMOVE ONLY CIRCLE c W C, .sto G�ONSTRUCTION TYPE: THEREFORE NOT SHOWN W o BEFORE NEXT REVISION DRAWINGS MIN _ o S C .�\� of ALPHA REVISIONS ARE PRELIMINARY ► ' FIRS. $OPPRESSION: A01 LEGEND do ABBREVIATIONS SHEET ARE NOATJprr CONSTRUCTION OR f TYPE. A02 r'INISH SCHEDULE A03 DOOR SCHEDULE �• ,,,; SEISMIC ZONE: 3 A05 WALL TYPES SEAL ad A06 STRUCTURAL FRAMING PLAN AND DETAILS `�� t`1 r All F � ,�� F• CIONTRACTOR TO SUBM11 SEPARATE DOCUMENTS FOR FIRE FIXTURE PLAN ��, ,�► � ro�� t SPRINKLER MODIFICATIONS AS REQ'D TO OBTAIN AL! PERMITS A41 FLOOR FLAN �o ��0� 1 FROM AGENCIES REQUIRING REVIEW A42 EQUIPMENT PLAN (FOR REF. ONLY) A43 EQUIPMENT/MILLWORK S:HF_OULE (FOR REF. ONLY) KENNETH W. GRIMM V.-I \� SCOPE OI_ 1 ►Qgt TENANT IMPROVEMENT OF INTER A51 REFLECTED CEILING PLAN — A r,�ood P � t 1 CR � A61 INTERIOR ELEVATION UG229: 12220 SW Sch:111s Ferry SW ivory � � SPACE FOR RETAIL BRANCH BANK. APPROXIMATELY 105 LF --- � Rd., Ti mrd, OR 97223 - 1 OF NON -BEARING PARTITION, COUNTERA62 INTERIOR ELEVATIONS SALES AREA, T ORT S ATM INSTALLATION AND RELATED MECHANICAL AND EC IONS LAND, OREGON A63 5 / ELECTRICAL FOR APROXIMATELY ,,r AILS 76 SF. A71 DOOR DET cQ _� , _ A72 CEILING DETAILS o e � o�y ,\ `'• � — A. A• ALL WORK SHALL CONFORM TO THE AMERICANS A73 INTERIOR/MILLWORK DETAILS z"10F �� WITH DISABILITIES ACT (ADA) GUIDELINES, OREGON A74 INTERIOR/MILLWORK DETAILS 1� eti c� T A75 MILLWORK DETAILSKEN nH G IMM AIA � � c, S+4 ,- AMENDMENTS TO CHAPTER 11 OF ,HE 1994 UBC AND A76 MILLWORK DETAILS REGISTERED ARCHITECT FOR THE 1996 OREGON AMENDMENTS JACOBS ENGINEERING GROUP INC •,� A77 ROOF DETAILS �,. A91 SPECIFICATIONS — 7 SHEETS OFT T.L. FLEMING DATE 0_4/09/97 DSGN K.D. LARSON SCALE-N/A AREA LOCATION MAP CK K._GRIMM CAD FILE r UG229TO I —_-- PROJECT TEAM —.— -- — t2ddY�eL. DPE K.D. LARSON JOB No RlAWEL03 MOI LEGEND do ABBREVIATION SHEET JACOBS ENGINEERING M02 GENERAL NOTES GROUP INC. CRSS CONSTRUCTORS, INC. M03 EQUIPMENT SCHEDULE POST OFFICE BOX 5210 M41 DUCT LAYOUT PLAN LINCOLN CENTER TOWER PORTLAND, OR 97208--5210 10260 SW GREENBURG ROAD, SUITE 1000 M71 DETAILS (503) 624-3000 •^' PORTLAND, OREGON 97223 M72 DETAILS - R AX (503) 624-3001 (503)lt52-5700 FAX ('-)03)452-5701 M91 SPECIFICATIONS - 6 SHEETS MR. ROBERT GRASSI. PRC'�-RAM MANAGER • ' L am`' MR. JON DANIELSON, DESIGN MANAGER Fl ECTRII:& � E01 LEGEND & ABBREVIATION SHE T f .�'��p, 0 ,••,,...•� 1• 12220 SW SCH01_LS FERRY E02 PANEL SCHEDULE r`e-� •,,.,.� 1' TI GARD, OR JACOBS ENGINEERING GROUP INC. E41 POWER ar. COMM. PLAN ''''• •�� •• LINCOLN CENTER TOWER STORE 10260 SW GREENBURG ROAD, SUITE 1000 E51 LIGHTING PLAN '' � ,..•;••''� fir: #UG229 ) I JE PORTLAND, OREGON 97223 E61 COMM PANE �M�y• app esCslbe0*1 (503)452-5700 FAX 503 452-570t E91 SPECIFICATI r, t+, C�HEP.T 10 O,S d IL .+� HOWARDS ON SCHOLLS Qr On y N ..•� MR. DAVID ROBERTS. PROJECT MANAGER F � �' ���OyV..•••'"' MR. KENNETH GRIMM, PROJECT ARCHITECT ��� t0• F ����'" MR. DAN CRAGIN, MECHANICAL ENGINEER EC1 LIGHTING SUWkI % ��gHEET�ktOCrk '> ORAWING TITLE WELLS MS. LISA HANES, ELECTRICAL DESIGNER EC2 MECHANICAL SW 2�1• _r 8.t�' ENTRY FARGO EC3 MECHANICAL CHFCKLIS� nS5. BANK EC4 BU11D1NG PLANS �ECA N r TITLE SHEET Eby•. 12220 SW Scholls Ferry Rd CLIENT DRAWING NUMHER REV NO 11 of 41 a;���n�e#r,•r- ; ��1� ��1r�...P� I rtJ c . Z4z - 10 - TO 1 0 'U.NMMiYk.4.'M.STM IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T "4L" �� = O11ED 11l � IlI II � IIIIIIIIIIIIIIIIIII ► III � � ► � � , I , SII III III IIIIIIIIII , f 111 � ( i1 : � I111 I I I MCN f MADC IN di�MR l ! I I I . I f i I 1 1 Ii . 1 1 1 1 1 1 1 1 1 i l ! i I I I l I l >� i l l I I I IIIIII ► il ► IIII I � IIi � � t S 4 S I!!�!lli�!llllli;ll!lI�II!!!If Illll!!tlIII�IlIIIIIiiIIIIIIIiII�iilllllli�llllliiii�';I ul I I I !II ' III t� i 7 t !1 1,111wIIIIlIii,101111h!111111!Ill!l�IIIIIIIIIIIII!I;I!IlI ol'I'llIlol1,I1IIII Illi�illlilllilly,;Iiilili�"Iiil li .'I. �i !I I l� � II { I ► liiliiri lilt iii„iii�iiililiillsilllliilllliilllll,111111,. IPW CRSS CONSTRUCTORS, INC. in FINISH SCHEDULE ' ft.�- 10n SW' ter G(eenburg Rd Budding 2 North. ,Suite 301 (Refer to millwork drawings for additional hardware/finish requirements) Cons►ructors P'xtland. OR 97223 w,•.,c ,)L .0 ua y (503)452-570C Fax (503)45�•5701 CABINF..T'HARDWARE INTERIOR FINISH IIinges: Euro style, Blum 77rNI580, lk ?5 degree FLOOR. - —_ concealed hinges or app;-oved equal. 1= 1 : Carpet: Philadelphia -- Style, Ayers Hall Glide Blum 230, roller bearing, 75 Ib., full 50759; Color, Deep Beige 59106; direct glue 1 05 ISSUED FOR extension, white baked enamel or approves; sales office and office areas. 317 CONSTRUCTION equal. 1�2: Vinyl Tile: Match existing adjacent •-� O 97 b �t sto, Standard: Knape and Vogt K255, I/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 1'3 Retain store's existing vinyl flooring in ATM, Supporta: cushion. SEAL customer queue, and work r:.,om areas. Wire Pulls: -Stanley, No. 4484 US:: ! Lmol C entRSSer CTORS,INC. DOOR SCHEDULE 1i�ir aw2a°,o2No x:30, Constructors PWL", OR 87222 ,.,.n..co• w-. (507)452-5700 DOOR TYPE SIZE STYLE FRAME HARDWARE FIRE LABEL MISC, Fa. (,03)452-570, 1 T-0" x T-0" AIA FRI LS I , HG2, CI-2 - M I , M2, M6 Pulls both sides. 2 T-0" x T-0" WDI FR2 LSI , HG 1 , CLI — MI , M3 3 Y-0" x T-O" WDI FR3 LS2, HGI , CLI -- MI , M4, M5 See A71 for jamb detail and wainscot installation. Paint remainder of door per finish notes. Mount lockset at 2'/4 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- 77 . 2. Mount door locksets or push/pulls at 40 inches (3'-4") unless otherwise required or noted. DOOR SCHEDULE LEGEND DOOR SCHEDULE LEGEND GENERAL NOTES AND REQUIREMENTS: SEAL STYLE: WALL Provide wall guards as necessary to protect wing I . Door Bottoms: Ensure a smooth, uninterrupted surface at A[. I Aluminum with 10" high bottom rail; 31/2r, GUARDS: walls. bottom 10 inches of bank doors to allow door to be opened "medium" stile and tap rail; 1/4" clear temp. WGI Acrovyn Corner Guard LG200, Color No. 107, by a wheelchair footrest, without creating a trap or glazing. Color: Dark bronze. Chocolate. hazardous condition. Install a 10-inch-high smooth WDI S.C., 1 '/4" thick, paint grade wood door. MISCELLANEOUS HARDWARE: kickplate on the push side of narrow frame doors. _TR_ ME: MI 10" clear acrylic kick and push plates. Furnished FRI 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. REGISTERED ARCHITECT FOR profile, throat per wall thickness. Minimum 3 JAC06S ENGINEERING GROUP INC P P with clear silicone. anchors perjamb. Provide silencers. M2 1 "� x 10" "U" pull. See remarks for quantity per 3. Door Keying: Verify with Owner's "F" type keyways. FT L e PDATE 05130187 4I FR3 Hidden wood frame. leaf Color: 613 finish (oiled bronze). Provide SGN KD Larson -CALE N/A-- f HARDWARE 11/2" minimum clear between door frame and 4. Door Stops and Silencers: Provide for all doors. K K Gnmm ILE DOOR-.GEN DO Locksets: Verify keying requirements with Owner; 6-pin handle. PE KD Larson Oa NO R1ANA nn keyway standard. M3 Small peephole. Color: 613 finish (oiled 5. Closers. Unless otherwise noted, mount on side which the ances shall closers be visible W JACOBS ENGINEERING j LSI Schlage B66011-613 SGL. Cylinder deadbolt. bronze). door serves. Under no circumstiGROUP INC. LS2 Schlage B680-613. Cylinder door bolt mount on M4 I "� x 6" "U" pull on pull side only Color: 613 from any public spaces, i.e., customer areas. P O Box 5210 work room side of blind door at .37 inches A.F.F. (oiled bronze). Provide I '/2" minimum clear _�� Portland, OR 97208-5210 1503) 624-3000 Hinges: between door frame and handle. 6. Door Pulls: Provide ADA-compliant type. Fax (50) 624-3001 HGI 1 '/2 pair Hager No. BB 1279 NRP, M5 6011 x 18"W mirror mounted at 6 feet to the top 4'/2" x 4'h full mortise steel with 640 finish of the mirror; centered on the work room side of WELLS FARGO (oiled bronze) or approved equal. the door, polished edges all around. 1162 Offset pivot hinges. M6 Provide full window shade for door and lite next 12220 SW SCHOLLS FERRY Closers: to door. TIGARD, OR ! CLI LCN, Super Smoothee, Series 4041 , with Donhold I STORE # UG229 open and Cush-N-Stop function, 640 finish or dark bronze. Opening force per ADA. See HOWARD'S ON SCHOLLS General Notes for mounting requirements. C1 .2 Concealed jamb-mounted closer, single actin„ hold open. 640 finish. Opening force per ADA. DRAWING TITLE: STOPS: Provide door stops as required to protect walls Architectural and millwork. Door Schedule Si Walll mount; Ives 4071/: B I OB. S2 Floor mount; Ives 444 E I OB. DRAWING NO. REV A03 0 12220 SW Scholls Ferry Rd 13 of 41 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. QQCCT 199 MIeWiLATE I) IN INCH MA iiif � I ! � � I � lil � ' � I ! I � II ! I ! I ! II CHINA Ijljljl � ljljl I ' Ijlljl � ! jljljl Ijljiji � ljl ) I I Ijfj?jl � ! lljl I ! jl � il � ! j ! ( ! 1 Ijljijl � ! I ! jl ! ' Ijljljllljljl I Ijljlj ! � ! jljl � i ! ijljl � ijljljl Ijljl � l� l� I� Ili ' DE i Illjllllllllljll!llllll�flll!Illljll(!!IIIljlllllJllljl!!l�lllljll!I IIII�!!!II!!li�ii!I!Illljll!!Illlljl!I1011liillllllllljltllIlijIIIItIllltjlllllllll�!IIIilIllill Il!I!IIIII!!!!llll h! " I ^—fir ! , , n„hu! nlljl111!Itttlntt Intltttl tntltuLtttthtltputhttt ,IulllllhnlLnlln�lhnl!nn1111�hI; CtF o► W.I. LINCOLN CENTER TOWER GENERAL NOTES ,0250 SW GREENBURG ROAD SUITE ,000 PORTLAND. OREGON 977.1 CaddrL r;.'tC @ 503 452. 5700 --- /4 PLYWOOD ----------�\ 1. SEE FRAMING PLAN AND DETAILS A Joccb• Campwy FAX 503 452 57"1 AS SHOWN ON DWG A06 FOR PLAN — AND DETAILS -------------- \----UNDERSIDE OF EXISTING - 8" STL JOISTS ,!� HEA STRUCTURE -�^- ------ - SEE DWG A06 -- -------= ISSUE FOR _ --- -RUNNER - ATTACH T Q 3 CONSTRUCTION `� I STRUCTURE ABOVE TH -- (2) #8 C O DESCRIPTION --- _ -- 24" 0 CBO 5 2 NO'T. m co 0 CIRCLE ALL REVISIONS h IDENTIFY m � _ k' WI rA DELTA REMOVE ONLY CIRCLE W p BEFORE NEXT REVISION DRAWINGS WITH _N 0 (L / EX TI G S SP LADED ALPHA REVISIONS ARE PRELIMINARY > W AC IC ILING TILE ARE NOT FOR CONS,RUCTION OR it Lj I HEAD FABRICATION \--------- CEILING AS --- -SUSPENDED ACOUSTICAL CEILING TILE U E E ACOUSTICAL W/HT AS NOTED ON RCP �D ILI LE SEAL SCHEDULED H A NOTED ON RCP \ " GWB --5— 5 w 5l88" GW© KENNETH W. GRIMM / .� /8 GWB OVER VAPOR RETARDER '�. BOTH SIDES -� B SIDS \�--- 3520 A " \` » --- 3 5/8" 20 GAUGE METAL JAJ/g G METAL STUDS 16 OC PLAN -- - ------ -3 5/8 20 GAUGE METAL STUDS PLAN TUDS O 16 OC O 16" OC PORTLAND, OREGON `--------- (E) EXTERIOR WALL --#8 SHEET METAL SCREW EACH SIDE --48 HEET METAL SCREW r� cLQ O EACH STUD EAC SIDE O EACH STUD `� -----_-5/32" DIAMETER x 1 1.4 IAMETER x 1 1/4"4" O 24" OC - - --- 5 32" OF 4� / - 6 MIL VAPOR RETARDER AND R-11 BATT POWDER ACTUATED FASTENERS, O 24" POWDER KENNETH GRIMM. AIA � TYPICAL AT INTERIOR WALLS. ACTIVAT FASTENERS, REGISTERED ARCHITECT FOR INSULATION TO BE SUPPLIED O STOREFRONT JACOBS ENGINEERING GROUP INC LOCATIONS OR AT EXTERIOR WALL LOCATIONS 1C80 N1290 TYPICAL A INTERIOR WHERE 1T CANNOT BE VERIFIED THAT WALLS, (CB #1290 DFT P. MCDONALD DATE 04/08/97 r, ONE EXISTS FLOOR FLOOR DsGN K.D. LARSON SCALE 1/2" = Is--Ow / CK K. GRIMM CAD FILE 0 UG229AO5 BASE AS SCHEDULED ---- BASE AS SCHEDU D OPE K.D. LARSON JOB No R1 AWEL03 - //------ BASE AS SCHEDULED �—�—� _ " JACO®S ENGINEERING 1_f----- -HOLD GWB OFF FL 1/2 AND RUN HOLD GWB OFF FL 1 2" AND JAC`UP INC. -- FLOOR FINISH AS SCHEDULED -� f CONTINUOUS SEALANT BEAD RUN CONTINUOUS S LANT TYP BOTH SIDES BEAD TYP BOTH SIDE POST OFFICE Box 5.10 RUNNER PORTLAND, UR 97208-5210 -- - — (503) 824-3000 EXISTING CONC FLGOR SLAB RUNNER C Ax (503) 62.4-3001 PARTI TION TYPE 1 T R� 2 ARTI TI ON TYPE 3 PARTITION TYPE 3 vr'ELI.,a �AI�tCTl7 1 A SIMILAR TO TYPE 1 WITH 1 112- �R – �, STUDS AND -6 SEMI-RIGID INSULATION SAME AS TYPE 2 WITH ( NOT USED ) 12220 SW SCHO`LS FERRY � BSIMILAR TO TYP1 6 INCH STUDS TIGARD, OR STUDS AND R-11e BAT+TTINSULATIONH 2 12- ETAL B SAME AS TYPE 2 WITH STUD WALL STARE #UG229 EXTENDING UP TO UNDER SIDE OF EXISTING <8> SIMILAR TO TYPE 1 WITH 2 1/2" METAL. STRUCTURE AS SHOWN FOR TYPE 3 PARTI ,f10N HOWARD'S ON SCHOLLS STUDS AND R-8 SOUND BATT INSULATION @> Q 1" Z–TYPE FURRING CHANNELS INSTALLED ON FACE OF EXISTING WALL WITH RIGID R-4 SEMI-RIGID DRAWING TITLE 1NSUL BOARD AND 5/8" GWB FINISH 1 ESIMILAR TO TYPE 1 W/ 3 5/8" METAL STUDS ARCH I TECT URAL O 16" O.C. HAVING R-11 BATT INSULATION WALL TYPES CONSTRUCTED 6" FROM INSIDE FACE OF EXISTING WALL ?> F 1 LAYER OF' 5r8" GWB APPLIED TO INTERIOR FACE OF (E) EXTERIOR WALL , 0 1 2 CLIENT DRAWING NUMBER REREVLA0._ 4' _ _ 6' 12220 SW Sc;holls Ferry Rd A05 O 14 of 41 ..\1UCrr c\O. .Ycr nl\r•n\r V"f'ln\rrr'1 nA•nc 1 c-ln_A1 M nl. c.n1 1 1cc . 1 ,..1- ..,.tL v_c 1'If .n IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MAPGINAL QUALITY. .� �99 IVB I O LIQ E D LI � ��r INCHINA , II H T 1 , i i ! ! I ! i i ! I I i d I i � � INI � � � � I ► � � � I � � � � � 17 � � � �ii�IIIIIIIiIn I�lli� l!!1{I It,illill�lli„tt111!1{,i,!!II!!ill/i1t1!!�1t,i1i,i1l.i.i,III!!!iIi!!Il11-I!!I!I!!�;I!!stlllltl•lr.!{IIIIvrisll , 1�,+IIfIfillIIImc,� !!{I1IsIiI11h11 Ilw1 ,illillrlililll !ly!illiili !lIIIIIIlt,�III{(l ,, lilllI „„11111,,(,,1r,11i1{11,1111(II+,11!11I,1Il..l.,I II11111111,,i�llIlll�fll�lllll�l,lll��!I' ; OQNfffR1Ci)OM /li(,.. • LINCOLN CENTER TOWER 10260 SW GREENBURG ROAD w I TE 1000 18GA TRACK -- PORTLAND, OREGON 97223 - FASCIA HEIGHT NOT TO CANWbACtors 503 452 5700A Jacobs Company FAx 503 452 5701 EXCEED 24" - SEE DWG A63 FASCIA STUDS 35/8" - 8" JOISTS PER O 16"Q.C. TYPICAL - DETAIL 1/AO6 —--- - - — - -3/4w PLYWOOD 3/," PLYWOOD ( -e-80OWT 20 3/4» PLY1' 10 ` 800WT 20 - - ----- --; ,r ----- --- RIM JOIST---- I I _ ISSUE FOR - 0 CONSTRUCTION C O _ J - WALL STEPS BACK O DESCRIPTION w 5/g GWB - ---� 800MJ18 JOIST O 2'-0" O.C. - NOS: m WHERE LOC. I FOR UP TO 16' SPAN 8 JOIST r ATM SOFFIT -- TYP TYP i CIRCLE ALL REVISIONS k IDENTIFY m w u� k! WITH DELTA REMOVE ONLY CIRCLE W ALLOWS BASED ON SPAN I RE: 2/'172 T&B W 8EFOkE NEXT REVISION DRAWINGS WI TF1 t9 u clO OF DETAIL 1/A06 a ALPHA REVISIONS ARE PRELIMINARY & > �+ � 5 -- BLOCKING O 1/3 POINTS WHERE AT ALL STUDS ARE NOT FOR CONSTRuCTTON OR cc 6 3 g " O 5/ " 20 GA O FABRICATION /g 20 GA I EXT Gwe IS NOT APPLIED 0 3 STUDS O - - — �. , � - - - - - ._ _ t i- STIS O 16" O.C. -- — LL o - 16 O.C. -- — — — , - o s SEAL 5ATC (2) 1200 MJ14 HEADER I I (A j ) 6 MIL VAPOR RETARDER O UP TO 19' SPAN 2) 5ATC 1200 r _ EXTERIOR WALL LOCATIONS MJ12 19'-1" TO 23' SPAN w BLOCKING O U. - 18 GAUGE TRACK STICH WELD 1" O 2'-0" 0 1/3 POINTS O Q TYP. (358 T18) O.C. TOP AND BOTTOM WHERE EXT ''�- 5 KENNETH W. GRIMM /g GWB BOTH SIDES '/2w0 EXP BOLT _ BE APPLIED - WHERE LOCATION PERMITS -- — PORTLA U, OREGON 0 16 o.c. FRAMING Q OPEN BACK BEARING WALL TY�� a SALES CUST M - � �.._� _ l TOMER QUEUE_ AND ATM 3 SIDE BEARING RING WALLN.T.S. OF O�&N.T.S. - N.T.S. KENNETH GRIMM. AIA REGISTERED ARCHITECT FOR 2 ,1ACOBS ENGINEERING GROUP INC VARIES_ VARIES - SEE PLAN _ VARIES -_ SEE PLAN ��''`'`��=� AS • e/Z. DFT H,M.A.H. DATE 04/15/97 SEE PLAN CUSTOMER QUEUE/SALES _ - OFFICE/ATM f.uDE A-WiA 6r S'1, � „e•a OSCN M. WANG SCALE_ N.T.S. _— WORK ROOM CK K. GRIMM CAD FILE N UG229AO6 OPE K.D. LARSON JOB No RlAWEL03 1 Z2 4 2 JACOBS ENGINEERING 3/," PLYWOOD -� - N101 (2) MJ (OEAM) -SEE 2/AO6 GROUP INC. 51M ."OST OFFICE BOX 5210 + Il PORTLANO. OR 97208-5210 /— VERIFY FRAMING PLAN 503) 624-3000 _ ORIENTATION WITH FLR PLANIJE tJ AX (503) 624--3001 Q1� a II (2) 358 SC18 W/ _ ON DWG A41, SOME LOCATIONS `_ ' z 5T1CH WELD 1" EA SIDE I L - ARE OPP HAND t0 THAT 2-12" JOISTS ' I I I 0' 2'--0" O.C. SUPPORTING / I r SHOWN HERE �� FjkR%j%j HEADER -- SEE w o II (2) k4J TYPICAL 3 PLACES--j 2/AO6 --- U .I I iO I I x 3/4» PLYWD SHEATHING ! I 12.220 SW SCHOLLS FERRY 18 GA TRACK --�-- ` �-� \ a_ T.1 Q SECURED WI TH #6 SELF I ! TI GARD, OR (2) 358SC18 o " \\ DRILLING SCREWS O 6" O.C. 11 3 TY' BOTH END STORE #UG229 o a O PERIMETER AND 12 O.C. (.OyDITIONS I , J HOWARDS ON SCHOLLS UNDER (2) a U- > \\O INTERMEDIATE JOISTS- 11 - r JOISTS- MJ-TYP _.__ l cn .35/g" 20 GA z --- _ STUDS O WALL DRAWING TITLE STRUCTURAL NOTE: THIS PLATFORM IS FRAMING PLAN 800 MJ18 O 2'-0" O.C. _ DESIGNED FOR 200 POUND (JOISTS) LIVE LOAD ONLY - NOT P,ND DETAILS FOR STORAGE OF MATERIALS POS @BEAM 5 STRUCTURAL FRAMING PLAN C R - CLIENT DRAWING NUMBER REV. N0. N.T.S. 12220 SW Scholls Ferry Rd A06 E'1T5 of 41 _ �,J I \WELLS\R1AWflU3\CA0\UC279\UG22AA06 15-30-97 • 07 45.16 1 75561 11AOIio Netw�k %-5726 10 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T "L"fiED NII O "IT II,IIIII III III i ! illlll = I � I � II ' I ; I � I � I I ; lll ! ' i � l � ! i , 1 I I , ( I i " I � , ; r IIIIII � IIII ! ' � li � I � I ` Ill � � fli , , r1 � III Irlll � illi 3illliiil I Aacra MADE IN CHINA � TI 11 r �I � r 3 I II` r I r rr` _• trrr i rrslr� ;JillIwo II�IIIIIIII(�IIII�IIIl1!!I! ;;Il ;!„I!!I!I!!!!II!!!1!!!rl!! II ' . I i r I! I,, ,IIlit1„I�IIlI.IIiI�lifl11i!l.,IIlliilllilli�ll!!!II!lII;I,�IIII!!I{!!Illi {II{�illrlilii�illll{{lI�Ilii{IIII�II•iI+III�IIi{{III{ {IlI�!Iil�Ilill{I!I!i{1ilII{{111111111!?;II III; 1 4 Y d i k �F J r i "t t; i i' :. GENERAL. NOTES LINCOLN CENTER TOWER rr„ 10260 SW GREENBURG ROAD -`-- SU I TE 1000 PORTLAND, UREGON 97223 I ) 503 452 5700 1. REMOVE EXISTING PARTITION TO FIRST STUD BEYOND NEW WALL LOCATION. A •ocobs Conpony fAx 503 452 5701 art AFTER INSTALLATION OF NEW WALLS — PATCH, REPAIR, AND FINISH AS REQUIRED. PATCH FLOORING AS NECESSARY (FULL TILES ONLY) 2. EXISTING EQUIPMENT AFFECTED BY IN-STORE ^^ - BANK CONSTRUCTION SHALL BE MODIFIED BY THE STORE (NIC) "iY J 3. REMOVE (E) 2 X 4 LAY- IN CLG (HT O 10'•-1") AS NEEDED TO INSTALL BANK. PATCH AND REPAIR CLG AS REQUIRED. 4. VIF AND REMOVE (E) CLG AS NEEDED. PATCH, REPAIR AND FINISH CLG AS REQUIRED. 1 SS_U_E FOR 5. EXTEND WING WALL 01.1ER TO (E) STORE RM. AT SAME HT AS OFFICE WALLS. 3 CONSTRUCTION97 - Y DESCRIPTION ` NOTE r > CIRCLE ALL REVISIONS h IDENTIFY m n E.' WITH DELTA REMOVE ONLY CIRCLE r' BEFORE NEXT REVISION DRAWINGS WITH O VISIONS ARE I \ / I x ARE HNUTEFOR ONSTRUCTI R�MI�NARY k / FABRICATION SEAL \ KENNETH W. GRIMM e� �✓ I ENTRY/ I, PORTLAND, OREG N EXIT01 _sz < KENQf G M AIA REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC DFT P. MCDONAI,D DATE 04/08/97 \ r� DsGN K.D. LARSON SCALE 1/8" V--0" CK K. GRIMM _ CAD FILE i UG229A1_I 36'—0" \ / oPf K.D. LARSON ,oe No RI AWEL03 CLEAR _ - JACOBS ENGINEERING GROUP INC. - POST OFFICE BOX 5210 PHONE PORTLAND, OR 97208-5210 NOTE 5 Aim�ULL +—— —_ / JE 503) 624-3000 NOTE 3 / Ax (503) 624--3001 CUSTOMER ���� _ _ j/� f NOTE 1 I n riW FAR�.�:.� ® NOTE 4 I � ' NOTE 2 �/' r - 12220 SW SCHOLLS FERRY �!( WORK TIGARD, OR \�QF Fff4E ROOM , - / STORE #UG229 HOWARDS ON SC HOLL 43'—fir' DRAWING TITLE VIF ARCHITECTURAL FIXTURE PLAN 12220 SW Schoiis terry Rd r"i'*NFIXTURE PLAN CLIENT DRAWING NUMBER REV NO _ 16 of 41 r - 8' _ 16'_�.______.______ 24. A 11 0 r \raCrit\n.•..fir n1\�an�..r1'M\n/'77},an 1 a_ln_n7 M nT.•R In 1 Qatar 111-_r_ b__;.... v a11a rn IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY, WO"4 "A9 l E D � 1� 1 � 1i � � liiiii � � Ei � i � l � ilijl � i illlll ! fl ! ! { ' ! ! ' ! i ! ! ! ! i ! il ' ; ► � � 1T; � : r �� I , . , INC Ilf IIIJIII lillllilii , � �l iI11 �1 � ii1 � i11111i1i1liilill � Ili � li ii AmwMwrItwo i ► l;ljlllllllllllllllllll�Iillllll �!I!'� lII�III I t it II+ ii1!�• t �II 1 t4 I ,IIIlII�II,�II!lI�IIIIIli!l..,lll,„.,II [I�I�I. !I!!� ! 1 �I I t ! I li !I I• Ito n to 21 I,I:I„I�IIIIIiiII�IIIIIiIII„lllllill�lllillitt�liill!!Il�IIIII!!II�III! IIII, omIhmnfIIII,3lli�illll!ll1. 111I11liMILLIll.IIl1!IIIhIIIIIIIIIIIII1IIIIhIIIIIIldn,uIll. CONffTRLXw.TOFVX W LINCOLN CENTER TONER GENERAL NOTES 10260 SW i;REENBURG ROAD SUI TE 1000 PORTLAND, OREGON 97233 CX%*jjCk" 503 452 5700 1. ALL WALL DIMENSIONS ARE FOS TO FOS UNLESS NOTED OTHERWISE. A Jocabs Camom y FAX 503 452 5 701 2. INSTALL BRANCH INFORMATION ON WINDOW AT OFFICE 3. VERIFY LOCATION C''r- FOSTERS AS DIRECTED BY BANK PERSONNEL SEE n42 DWG. 4. FOR VCT/CARPET TRANSITION BELOW DOORS SEE DETAIL 3/A71 `v 5. LOCATION OF EL EC PANEL --SEE E31 6. REFER TO DWC A05 FOR PARTITION TYPE INFO 7. WHERE NEW PARTITION ABUTTS (E) WALL, REMOVE AS NEEDED (E ISSUE FOR GWB, ADD A BACKING STUD AS REQUIRED (EITHER WOOD OR STEL). — — ..j PATCH, REPAIR, AND FINISH WALL. 0 3 CONSTRUCTION DA MILLWORK SUPPLIED AND INSTALLED BY SUBCONTRACTOR. oEscRIP11ON REFER TO ELEVATIONS FOR DETAILS. NOTE 0 CIRCLE ALL REVISION:; k IOENTIF Y m m z I- WITH DELTA REMOVE ONLY CIRCLE 2 IWO �! W o BEFORE NEAT REVISION DRAWINGS WITH !-A 11 0 or ALPHA REVISIONS ARE PRELIMINARY k ARE NOT FOR CONSTRUCTION OR v FABRICATION. SEAL `, \ - ----— 36' -0" 1 ` ' VIF 1KENNETH W. GRIMM [ ACE OF GWB TO FACE_ Of i,"o -- -- -_ °D 1 --- -- SOFFIT OF qE 1 / 7`�� PORTLAND, OREGON A63 I � SEE 1 A ,� SOFFIT ABOVE FOR COUNTER C DETAIL o OF ATM KENNE )l G IMM AIA \� A �� 4 �� REGISTERED ARCHITECT FOR \ I PHONE -- 2 __. -- _ --_ ___ I JACOBS ENGINEERING GROUP INC MODULE 2 2 02 4 --_.-- -- DF_T P. McDONALD DATE 04/08/97 - -- -- DSGN K.D. I_ARSON SCALE 1/4" 1'-0" NOTE 7 �\ rl CUSTOMER 2 4' , -- NOTE 5 % -----� / CK K. GR CAD FILE 0 UG229A41 �U E U E 41 I A A DPE K.D. L ARSON .,oa No RlAWEL03 OA �� . 0 JACOBS ENGINEERING \ I 111 d I o GROUP INC. 2 4'—0" /// SALES J POST OFFICE BOX 5210 _i / PORTLAND', OR 97208-5210 \ 3 -6' _ a 5' - 4 1/2�--- CLEAR �. — - =� Q 503) 624--3000 CLEAR VIF 2 ` J/// 1 1 �1x (S03) 624-3001 /2 A62 2'- �2 \ \ O -- NOTE 4ui 3 WELLS FARGO 0 \ \ 1�1 �a WORK L.J \ A7s . ;� �� ROOM 2 Q \ FFICE z ; - -- 4 A6; 12220 SW SCHOLLS FERRY �— NOTE 4 a. II A62 _ TIGARD, OR STORE #1JG229 LID \ O ;, �' ��• ------ - I o HOWARD'S ON SCrHOLLS \IF\ I LD I q \0, � I N I / ----- DRAWING TITLE IV IP L ARCHITECTURAL - ------------8 01 ------- --� 1,_6,. FLOOR PLAN 43'—6 CLIENT DRAWING, NUMBER REV. N0. 17 of 41 12220 SW Scholls Ferry Rd 1- L_O 0 R PLAN 1 0 4' 8' 12' A41 0 1.\1.Cif\D.�r(,nl\r-1n\... '1'ln\../'1'1D... 1 [.-1n_AY [. n..-•1.1n 1 1RR�1 111-... ♦.....i.1. v-R1'1L •n IF THIS NOTICE APPEARS CLEARER THAN THE, DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T - ) ��� I I ! ! I I MI ( LN ED ! lll � l � I Till i ! � I ! ` ! i ! ! ! i ! I i ' � i � �r ; _ ; . � _ .N , ! I I ISI II I llll lili i IIC1 � 11iffl] T � 1Il it • I I ! ! II1I11111111 � 11 � lll ' i l l + la 1 AD� IN �'.FIIh1A t i 4 t 1 1 i 1 1 1 1 1 I I ! 1 ! I III I t Ilii 111111 I � I � I � I I� I � � , I Ill�IlillIIIIIIIIIillll,lllllilF 17 ( � , Ill� �lIlI !!I! I!II,I I!!�l1it. !lI ;lillI '•i1111111lI I1� 111t +t Grit t I ti 1 t i I !1 I�� 1111�il:cil{111111t1lII{,11t,lii{iltllid�illll{tlll{�i�ll{11,{{IIIi�i1llil,It1111�11��1111!II'.t1=1111,, CM8 CONIFFRUCTCRIX M EOUIPMENT LIST - USED THROUGHOUT LINCOLN CENTER FD*kR ROAD - — SUITE 1000 PORT.AND. OREGON 97223 503 452 5700 (1) FRONT LOAD ACCESSIBLE ATM (10) POINT OF SALE (19) F1 TELLERLINE CABINET (28) SAFE A JOCON Co+w^r FAX 503 452 5701 (2) VIDEO MODULE (11) TYPEWRITER (20) ALARM KEYPAD (29) SECURITY DEPOSIT SAFE (3) PHONE MODULE (12) TELEPHONE (21) POSTERS — 24'W IT 30" HT SEE A62 (30) 30' LATERAL FILE I (4) SECURI"Y CAMERAS — NUMBER AND LOCATION (13) ATTAL.LA (22) NOT USED (31) 2—TELLER TELLERLINE CABINET TO 9E DETERMINED BY SECURITY VENDOR. ISSUE FOR _ (5) TELLERVISION TERMINAL (14) INFO WALL (23) CORD COVER/FDIC DEAL (32) PIN TERMINAL AND KEYPAD 0 30 CONSTRUCTION o MOUNTING IN CONTRACT 97x (6) TELLERVISTON KEYBOARD (15) TELECOM EQUIPMENT CABINET (24) FAX/COPY MACHINE ON ROLLING (33) FIRE EXTINGUISHERS - PER LOCAL D[scRlPnoN 22- 1/8'W x NOTE 48 - 1/2'H x 28'D CABINET FIRE MARSHALL'S DIRECTION CIRCLE ALL R[VISI »S A IDENnr W (7) AOMASTER (16) CERTEX CHECK DISPENSER a BEFORE NE 1Rat�KON DRAWL wI N (25) PUBLIC ADDRESS TELEPHONE SYSTEM o -> S (34) 36� HT WET TRASH CAN ALPHA REVISIONS ARE PRELIMINARY , (8) CERTEX VIDEO DISPLAY TER 11NAL T7) I.EXMA!tK PRINTER ARE NOT IONFOR ca»srnucnoN oa (26) BAG HOOKS FABRICATION (35) FURNITURE 9 CERTEX KEYBOARD (18) INSL>-ShREO (27) CARD /ICCESS (36) PENCIL DRAWER SEAL I (37) KEYBOARD LOC NOTE: REFER TO EQUIPMENT/MILLWORK SCHEDULE DWG. A43 ' (35) ATM ATM , �4 l_. f�HONE � J (35) MO (14) 3 OFT P. McDONALD DAR 04/08/97 �DULE 1 111 ', 1 (19) DscN K.O. LARSON SCALE 1 4- - V-0- (23 (7)L LI (12) 1 c. K. GRIMM CAD rr.[ I UG229A42 DoEK.D. LARSON RIAWEL03 E CUSTOMER '' �� (5) \��,7) LI (6) (30)— =' 1'I T ) . .ae »o T o ) II — �' JACOBS ENGINEERING " (12 '(6) (�� ( )' GROUP INC. I (32): „°,f19) r (35) (21) (3U ,POST OFFICE BOX 5210 �(35) POd rE ANO. OR 97208-5210 .- //50}) 03) 6240 A I -(26) ` �) ® CAM ) 624 60-3001 \ \ i 35) "- (12 , (24) -- (23) ' (5) tis) WELLS FARG10 (35) WORK ` (15) \ 12220 SW SCHOLLS FERRY FFIC Zzy ROOM �'� �� TIGARD, OR 21) /� STORE #UG229 (353 \� \(35) // (35) (35) I (23�; (5) (6)1 (35) HOWARD'S ON SCROLLS \ \ (21) (30 - 1(34)1116}=�I- - - - - - 7 I (28) \ _ \ \ (20) �' 1 1,`LI 09) 11 ) .vii �'F(4) l � (B) —�) 77 _ _ _ _ _ _ _ I \\\y DRAWING, TITLE (21) ARCHITECTURAL EQUIPMENT PLAN 12220 SW Scholls Ferry Rd , EQUIPMENT PLAN CLIENT DRAWING NUMBER REV NO 18 of 41 o 4' B' 12' A42 0 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T_L� 1998g NII��()1+'1LA ED CH M! I � I � I � I � i ! II i INCH I AD[ IN CRINA S- DNIIIIIIIIIIIIIIII!!!lIIIIIIIIIIIIIIiI!�IIIIIIIIIIIIIIIII!!!III!IlIIIIIII!I!!I!il!!iI'— i!I�III!II(Illl.11liilll!!II!I!IIII!ili!III!III!i!�IIIilliillll!Ilflli)II!IIIII!Ili!III!!Iilllll!!!!I!Ilill!II!!II!li II!II!liiillllll;!;Iililll!„Iilllhll1111111!;Ilill!I'1111!IIIIII111111!II!iI4 a tIIIIII!I III ! III! II IITHq r N c WELLS FA.RCaO IN--STORE BANKINGcomes Co"PI UCTOW tic n LINCOLN CENTEP TOWER 10260 SW GAEEN9URG ROAD EOUIPMENT/MILLWORK SCHEDULE SUITE 1000 PORTLAND. OREGON 97223 �-^ CC*M Ljd0" 503 452 5700 riE��M SVrrtr_1Cf1 ------ A Jacobs Company FAX 503 452 5701 NO. �A - CRSS___ VEI�OR CONTRACTOR CRSS VENDOR S' — COMMENT S — UeCONTRACTOR - — 1 FRONT LOAD ACCESS:BLE ATM X --- X 2 VIDEO MODULE - _ ---- --^-__ _ _ - -----__ - - - - NOT ---------_-- 3 PHONE MODULE _---- __ --------- __ _ - X USED_- ---- ---------- -- -- X - - __ --- _-_ _ ------- - -- - ---- - 4 _ SECURITY CAMERAS _- _ - ------- ----- - X=' --- - ----- - __ - X -- - - -- T3 -C&N-_�iR6CTION SSU­EF OR 5 TELEVISION TERMINAL - -X X -_ -�___. O - Y 5 TELLERVISION TERMINAL- -__---_-- -� - - X_-- --_-- - - - - X KEYBOARD !�.O- C INSTALLED BY SUBCONTRACTOR X X ADMASTER -- - - ---. DESCRIPTION � NOTE. y r O CIRCLE ALL REVISIONS & IDENTIFY m m 8 VIDEO DISPLAY TERMINAL �- _- - - In z �' WI TN DELTA REMOVE ONLY CIRCLE o o O _ X _ X w > t 9FFORE NEXT REVISION DRAWINGS WI TN _ O —� - —' — �� �— — - — it ALPHA REVISIONS ARE PRLL11NlNARY X KEYBOARD - `-_ -- - X ARE NOT FOR CONSIRUGTION OR 1O POINT OF SALE — - - - - - ___—.-- _ F X AHRICATION ! 11 TYPE WR I TER X --- - -- - X — -- — - - 12 TELEPHONE X ___. �..-- _._ -- -- --- - SEAL 13 ATTALLA _ --^ --X _- 14 INFO WALL X - 15 TELECOM EQUIPMENT CABINET _ — X X - - ---- -- -- --- -----__ 16 CHECK DISPENSER X_ X 17 LEXMARK PRINTER - ,-- � — X - - 18 INSTA-SHRED - X - CABINET INSTALLED SUBCONTRACTOR - _ _ - - —By y S -- - - - NOT USED 19 TELLER BUS X X CABINET INSTALLED BY SUBCONTRACTOR 2O ALARM KEYPAD----- ---- -------`-- — X _X _ —SUBCONTRACTOR—,.----- 21 21 POSTERS - -- - - ---- - - _ X X - -- _ 22 NOT USED -- ----- - -- -- - - - - NOT USED 23 CORD COVER/FDIC DECAL --_ - ___-- X _-,-- 4--- - --- - X ~- - - - 24 FAX/COPY MACHINE ON ROLLING CABINET X - - -- --- -- - -- OFT T.L. FLEMING DATE 04/08/97 -- X CABINET INSTALLED BY SUBCONTRACTOR oscN K.D. LARSON SCALE N/A 25 PUBLIC ADDRESS TELEPHONE SYSTEM_ - --- _ - -- - - ----- -- - ---_ X � LDPE �n r,26 G -OOKS X -- --- -- ---_ __ ---- -- -BA H E ,r UG229A43 X - " No. R1 AWEL03 27 CARD ACCESS -- -- _ NOT USED JACOBS ENGINEERING 28 SAFE _ -- — -- _ X `__ X — __ ___.._____ __--_-- __ -- GROUP INC. 29 SECURITY DEPOSIT SAFE - -- X X POST OFFICE eox 5210 PORTLAND, OR 91208-5210 30 30" LATERAL FILE X---- -- ^. ___ --__--- .—___---- __ ____—_- I LJE �So3) 624-3000 - X r Ax (503) 624-300' 31 SIGNATURE FILE _ _ --- - -- - _ __ . _ _ ---- - - ` - - -_32 PIN TERMINAL AND KEYPAD _ XNOT USED _-- _ - -_ - '— X ---- _ — -- WELLS FARUV 33 FIRE EXTINGUISHERS - LOCAL FIRE MARSHALL -^ X X 34 _ 36" HIGH WET TRASH CAN ---- --------- X 35 FURNITURE - - -- X __ __ ____ _ X -.- :- __ _-�- 12220 SW SCH OL L S FERRY 36- �- _ _ X _ _ TIGARD, OR PENCIL DRAWER - - `-- --- -_ -__ - � NOT USED --- -- ---'-- STORE UG229 37 KEYBOARD LOC NOT USED HOWARD'S ON SCROLLS 0RAWIN'S TI TLE ARCHITECTURAL EQUIPMENT/MILLWORK SCHEDULE 12220 SW Srholls Ferry Rd CLIENT DRAWING NUMBER REV. N0. +9 of 41 A43 t.�ut�.e�o••we nn r•n�nr o-.n�urn�n••� r a_tn_ni w n�o..�.•. r �ca�. 1 U_.i_ .,__i.,. v_S1'1C ,n IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. 4 III Jill ' I ; I1I = ii Iiii la I I I � I I1 It l ! N11; C+ : L".9; ED ! I . . I I I C 1 ► Ii iI IlII i r , t y ! INCH ( MADE IN CHINA i II ( 1 � iIIi1f� � � � 1 1 ITITI qTp 1 111111111 4 uo 1 ! `�j� .� Iillililll(il=(IIII"Il+illllllll�i6111!IiI�IIIIlIlll�lliililli�ililllllllliilliiiilii!!�!!i{liilillil(�liil!!liilil 11'lif i iiiiil i=iiijl ' I' ► ' I ! 2 I 11 1 11 1 111 1 1 Illrl 1 1 rttr I'ltirr r r rrrrl r tr rlrl ttlrrlltllr„ !tl..Itl.11l Iiiiijli!1 Illi ! dim.11111111m,111110 11� ( I ' Il1 ��1111 ( IIIi 1 1 1 I Il,,..I(1ir!(1illdim. !!►1 1111IIIII�il1,�IIii�I„111111►,1„111II�IIIIIIIli�111111111�1l161!Ill�lilll{lil�IIIIIIIII�IIIIillll�lllllll; ! I { i I I GENERAL NOTES � � cxwel"Umcm LINCOLN CENTER TOWER 10260 S'W GREENBURG ROAD I. SEE ELECTRICAL FOR LIGHT FIXTURE SPECIFICATIONS. SUITE 1000 PORTLAND. OREGON 97223 C.0n*t jdC)Pg 503 452 5700 2. E SPEC SECTION 09511 ON DWG A91,SHT 8, FOR CEILING GRID AND TILE SPECIFICATIONS. A Jacobs Company FAX 503 4.52 5701 3. CURVED SOFFIT TO ALIGN WITH TELLER COUNTER BELOW. 4. SEE E01 do M01 FOR ELECTRICAL AND MECHANICAL CEILING FIXTURE SYMBOLS. ISSUE FOR 0 30-CONSTRUCTION Y - Y Y 97 DESCRIPTION NOTE. 1 m CIRCLE ALL REVISIONS k IDENTIFY Z k' WITH DELTA REMOVE ONLY CIRCLE W k� W 1� BEFORE NEXT REVISION. DRAWINGS WITH _ 0 z ALPHA REVISIONS ARE PRELIMINARY k z I ARE NOT FOR CONSTRUCTION OR t) \� 1- Z H_ V• (, �i FABRICATION. Z _ __[ \� \ O � O � 0 -1 C) LL. O � ADV O _r O � : Z - - - I I I W I v1U aD0 rnU oW � � SEAL /,. •�.� 00 n N .1 .1 U 01 to .� CA U4D �� 1_ __ --1 - /� 00 00 KENNETH W. GRIMM Ln tn co ,• . _ , . .:--� . PORTLAND, OREGON CID � OF \ , _ KENNETH GRIMM. AIA OPEN (NO CLG) \ REGISTERED ARCHITECT FOR - - JACQBS ENGINEERING GROUP INC -T-- - -- OFT P. MCDONALD DATE 04/08/97 DSGNL K.D. LARSON_ SCALE 1/4@0 = 1•-0" 2'X2' SUSPENDED -- ` CK. K. GRIMM CAD FILE UC229A51 'ACOUSTICAL. CEILING � .% -- w_-- - -- - -- ---- \ -- - Y LE (TYPICAL) NOTE 3 A— OPE K.D. LARSON JOB No RIAWEL03 � \ ` ---� � JACOBS _NGINEERING GROUP INC. \ i POST OFFICE BOX 5210 PORTLAND, Oft 97208-5210 4 /8„ \ I ® �AOJ(503) 6243001 WEUSY.-A 15%MA 12220 SW S+:!-'vLLS FERRY FA I JE1 TIGARD• OR �\ \-- -- -- ----- — --- -- -- ------ ---- _ — `� STORE # - HOWARD'S ON SCHOLLS ORIGIN POINT OF CEILING GRID TYPICAL 2f0 1 —0 ' ------ 'd DRAWING TITLE O LN ARCH I TEC T URAL REFLECTED CEILING PLAN 12220 SW Schalls Fery Rd REFLECTED CEILING PLAN NORTH Cl_IEN1 DRAWING NUMBER REV. N0 — 20 of 41 L � 8 _- 12j �_ A51 0 r 1.\�I,t\P..uLl nl\r•n\Ilr^+n\I,r'11n•c. 1 K_ln_.nl w ^1.•n.no 1 —Cal 11•-.:.. ♦.__..... v_L1.[ .n IFTHIS NOTICE APPEARS CLEARER. THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T "R MEI (� � E� ED • I �{ � II11 � � 1 � � � 1 IIli ! ! f lil , ii � l � lil � ! I ! � 1 � 1 � i � � � i i � ; ! � ' 1 , � 1 11 jl � + i.�, � .,, 1 , { ill III I ! f IIlI { III � � � � III1It, H flA I � I wc" MNW �NCNIgA i IIl I ) 1111 � r � . 1 ► � I ill lllill lii � lll ! llil II1 � �T�f i , t � !! �. 1lII�IIIIlJIlI�IlIIlIII!! !lIlil,llilli,,,,ill:„�„!!I,!l.�,illlil,liili! ! � 1 � 14 ti �� t �r !I I I ss r Isss .sslss s s i i ! !!#siI##I##I#�! �IIIIIi + � lllifi! 1 ! � 11111 �► 11 ,� lillllllll�Il #. , IIIIlII,I I� �I!l,,I11,9!!!!{ILII#iIIcIII1f�11I,1lII1�1011{IIII,�I�1�1PII�IIiI'lllll111!!°III�i1111111I111illilll�rllllilil�►llJlt„ M --— - (;Hw CXJM I fes;I LM NC:. LINCOLN CENTER TOWER 10260 SW GREENBURG ROAD SUITE 1000 PORTLAND. ORECON 97223 KEYNOTES USED THROUGHOUT ELEVATIONS/SECTIONS GENERAL NOTESCtOr>f 503 452 5700 A ,Jacobs Company FAX 503 452 5701 Cl ) - ELLER STATION (11 PLASTIC LAMINATE WAINSCOT. 1. FOR EQUIPMENT LIST NUMBERS SEE EQUIPMENT PLAN DRAWING .442 0� SEE DETAIL 3/A74 BASE — SEE SCHEDULE - 2. SEE DRAWING A51 FOR CEILING HEIGHTS _ 12 SECURITY MONITOR SHELF. SEE DETAIL 2/A74 03 UPPER AND LOWERCABINET. SEE DETAIL 1/A76 — COUNTER. SEE DETAIL 1/A75 -- C13� PLASTIC LAMINATE FILLER STRIPS OSAFE - ----------- 4�.J 14 UPPER SHELVES. SEE DETAIL 1/A74 ISSUE FOR , C-5) WALL OPENING FOR LATERAL FILE 15 WORK COUNTER. SEE DETAIL 1 A74 CONSTRUCTION 6 SECURITY DEPOSIT X AF ALCOVE. O / BO S E DESCRIPTION SEE DETAIL 1/A76 C16CERTEX CABINET. SEE DETAIL 1/A73 NOIR m m m Z CIRCLE ALL REVISIONS & IDENTIFY o W WITH DELTA REMOVE ONLY CIRCLE Iii 7 NOT USEDW o BEFORE NEXT REVISION. DRAWINGS WITH 0 cr ALPHA REVISIONS ARE PRELIMINARY fir ARE NOT FOR CONSTRUCTION OR a u 1 8 WOOD TRIM W/ PL-2 PLASTIC LAMINATE FABRICATION. 0 SADDLEBAG SIGN (NIC) SEAL 1 � � 0 BLADE SIGN NIC KENNETH W. GRIMM i�_6w ORTLAN , OREGON � U OF o� KENNETH GRIMM, AIA 9 -- (E) 2x4 LAY- 1N CEILING REGISTERED ARCHITECT FOR 12'-4' O 10•-1" AFF JACO85 ENGINEERING GROUP INC TOP OF WALL DFT M.B. NECIUK DATE 05/06/97 1if-0" ,/ DscN K.D. LARSON SCALE 1/41* = 14—Ow— TOP OF STRIPE _ cx K. GRIMM CAD FILE 0 UG229A61 10 DPE K.D. LARSON JOB No RlAWEL03 91-0" -- CEILING/ JACOBS ENGINEERING cEILtNcj§O�FJ7 _ _ --_SOFFIT GROUP INC. _ Loans Service Financial Express Banking 9'_0 POST OFFICE BOX 5210 — PORTLAND. OR 97208-5210 _ SOFF I T U 303) 624-3000 R AX (503) 624-3001 SOFFIT � � W i (20 ! WISLIrS FAR%j%j —- _ M ? tU 8 T �,, 12220 SW SCHOLLS FERRY TI CARD, OR STORE #UG229 HOWARD'S ON SCHOLLS DRAWING TITLE EXTENT OF WORK ._. -- -- ARCHITECTURAL ELEVATION rT"*N ELEEVATION CLIENT DRAWING NUMBER REV. NO. 122.2!' SW Scholls Ferry Rd — 21 o'rn1 0 4, , e - - ,� A o 1 0 ; %,. - I.\YCI.[\D.•Wf.n\\I`•n\i.."1'In\ tI"19fl•l. 1 4_\n_f17 A n1.NM 1 'I�l�l 1 H�I� M...k.L 1._411[ .n IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. � w i 9 MI 1 LALIQ M INCH � II { � { { { � { Ili { I { , l , , i � � l � li . «� � Illli � : ii illliiilil � lllliiiill � lllllii ( lilll ! I � /1f>1�EINCHIMA I � i III � II ill � iii li � lii III ilk : . i lllllf flllfll{If ffiflfl�lf(I!!lll�ll"4f l'lllt! ! 1 A irr , I ilr 1 I I , . . 14 i —ii —'ii" ""'�ih�""' s1__3F_ { lull/dllllliflll�Illl,,,llill!111,I1 !!l,Sliilill!!1!!ilil!!I!!lllli!!!Illfi!!;11�lIIllli!!IIlIIillil:lIIIIIIIIIl1111!!!!�I!!!fi!;l�II11F111l�I!!I II!{ ;IiiAi i I1 'IfII I !" ! lot1!' I�llltlllilllli111111111i,111�1l1lIII11�11111111 1111111lI«II{�!!/1 V I i LINCOLN CENTER TOWER GENERA. NOTES 10260 5w GREENBURG ROAD Su I Tl: 11 DOD PORTLAND. OREGON 97223 QXW*j Xj0" 503 452 5700 1. FOR KEYNOTE DESCRIPTIONS SEE A61 A Jacobs Company FAX 50.3 452 5701 2. SEE DWG A42 FOR EQUIPMENT DESIGNATIONS NOTE 3 3- SEE DWG A51 FOR SOFFIT AND CLG HEIGHTS. CEILING CEILING �- - -- - -- ISSUE FOR SOFF1 T 0 CONSTRUCTION SUFFIT 9 - --------_ ..--- -- LIESC:RIPTION NOTE. > > m _ CIRCLE All REVISIONS is IDENTIFY mry WITH DELA REMOVE ONLY CN BEFORE NEXT REVISION DRAWINGS WiT _ W o ED W at ALPHA REVISIONS ARE PRELIMINARY > a ARE NOT FOR CONSTRUCTION OR g FABRICATION. CB 5 4 �I cil1 \ 5 w E AL 1/4 CLR — ---� D IE.MPERED INFOWALL J (�) , \(30);' GLASS �\ SEE 3/A73 6 ( 4 ) KENNETH W. GRIMM ` ,....� 2 -- 10" KICKPLATE tU" KiCKPLATE --/ v PORT'LAND, OREGON ,4l o SALES AREA E_ ELEVATION E EL,_ VATION 2 CUSTOMER � � QUEUE F� -' KEVN1ETH IMM AIA REGISTERED ARCHITECT ►OR JACOBS ENGINEERING GROUP, INC DFT P. McDONALD DATE 04/08/97 DsGN K.D. LARSON scALE 1 ' " - V-0" CK K. GRIMM_ CAD FILE 0 UG2_29A62 DPE K.D. LARSON IJOB No RlAWEL03 JACOBS ENGINEERING GROUP INC. CEILING 12 POST POR TLAND,COR0097208 5210 5210 CEILING (503) 624-3000 & Ax (503) 6"4-3001 ----- TELECOM _ _ ( --� - 1 ♦�T�C rARu BOARD I --- --- SEE ELEC — -- —_ I - L____--- DWG E41 —_I Or) ' 12220 SW SCROLLS FERRY (33) TIGARD, OR _ , Er r _—c r -i ! i (2 , r _ _ __ ►I - j 15 / `}j STORE #UG229 ; CERTEX HOWARD'S ON ET CABINSCHOLLS(15) + 11 (28) (25)(30� OF i ► + II I SEE 1/A 73 (30) - --_ ► t . II I I I + + DRAWING TITLE jl _ I--- \,.� —1 2) ARCHITECTURAL 2 ELEVATIONS r3"""N WORK ROOM ELEVATION 4 WORK ROOM ELEVATION 2220 SW Scholis Fury Rd - CLIENT DRAWING NUMBER REV N7, 22 Of 41 0 4 8' 12' A62 0 r •�.,t�or.rcr nl�.`.M.rr'1'fM ur'1'lnaa'11 a_\n_nl w M.an.0 I �aasr 1 �I�.r� Y..L.4 v_aY�a rn v IFTHIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T 199 Viii I M1 � O � LIED Jill-; IINca� � M 1�� �Nr •IINA i � ! I ( I ) I l l l l l l l i l l l l l!I!l t l l i l:II ,!II II!!'1�11!I!IIII!til!!I!!!!itlily!'s!!i!!!!�!!!!I!!!lj�;lfl!!!!{!!iI I!!!!iII'Is!!I 1!.!ll'�i,l.111,'11•,l,i,l!!!.li'l'�.„:II• i!IlII !Il „ � �+f1!IIIiIIIIIlI�IlII!ill�Iilllll!!�#I#11-11#-�IIIIIII►#+,I131!014 iI41 tI I sIII!!,�i!!itlllt + s ; .I t;. ti1'RiCi �.11�"J i f1Vi.i�Ilrtq •w.. LINCOLN CENTER TOWER 10260 Sw GRi.ENBURG ROAD SUITE 1000 GENERAL." NC.?� PORTLAND. OREGON 97273 503 452 5'/00 --- — A Jotobs Company FAX 503 452 5701 2 12'--4" 1. FOR KEYNOTE CESCRIPTION TOP OF WALL SEE A61 -- 1 - � - -- -- - � 10 NOTE 3 2. FOR EQUIPMENT DESIGNATIONS SEE DRAWING A42 CEILING '�- 3. FOR SOFFIT AND CEILING HEIGHTS----- -- -------_-..- _.__ `�� CEILING/SO ISSUE ---� SEE DRAWING A51 E FOR - ------ -- 3C CONSTRUCTION o x SOFFI t7 DESCRIPTION NOTE. CIRCLE ALL REVISIONS SOWZ o Fr FFIT I- 817-HELTAREMOVE ONLY CRCLE BEFORE E NExTREVISION DRAWINGS WIT ,� a (� ALPHA REVISIONS ARE PRELIMINARY > p ARE NOT FOR CONSTRUCTION OR K FABRICATION EXTERIOR UFF GE r- III WALL i 3 ( III SEAL (29 (3) I '�� or 2 II II 1) '1 II KENNETH W. GRIMM (Aog"'6'A Loo, PORTLAND, OREGON SECT ON �A OF a KENNETH GRIMM, AIA i REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC OFT P. McDONALD__ OATS 04/08/97 DsGN K.D. LARSON SCALE 1/4" = 1'^0" 1 ---- -TOP OF WALL.» HAND 1 OPP ICK K. GRIMM CAD FILE 0 UG229A63 — OPE K.D. LARSON ,oe No R I AKlEL03 A 2 JACOBS ENGINEERING NOTE 3 - - - -- _-, IJE_ GROUP INC. `T POST OFFICE BOX 5210 PORTLAND. OR 97209-5210 F!LING 503) 624-3000 (A CEI �— ---- --- -- ------ - - O Ax (503) 624-3)01 12 WELLS FARUV q4j 12220 SW SCROLLS FERRY (21) (21) SALES TI GARD, OR 11s I STORE #UG229 WORK _ -__ _ 11 �e) CUSTOMER — GLASS OFFICE HOWARD'S ON SCHOLLS ROOM �- - - - ------ - — __ --—__ (Q_l_.1 E U E L I TE (28) I (9) (8)I TBY - --ON O T DRAWING TITLE (16) ARCHITECTURAL SECTIONS 2 SECTION 1227.0 SW Scholis Ferry Rd CLIENT DRAWING NUMBER REV NO. 23 of 41 0 4, 8' 12' A63 0 . .re�o..urnt�r�n�. n��n��.n���.et � a_wn_n� w ni.e•..e � iae�. �._. _ ..._. . � a��c .n IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. W 199MIC, O L1� EI) 11 ! ! IIAI11tNcaI CiHIr� lI���IJ�f!�lII��Ii!!IIII�! i 6 l.. T-� 21 „ i _ . .. 11!! ! I I i! 11eII�I1III�iIII��I�f�ll11111�11�!IIIi1�II�I�I��1��1�11�1�111��1III�IIII��III�IIII�IIII�II��tIIII�oII!�III111�1�'���. e r two w4,40 1 rv6n.6%jw a ■wi. �r LINCOLN CENTER TOWER 10260 SW GRF_ENOURG ROAD SU 1 TE 1001 3 5/--" METAL STUD SYSTEM suI TE 00 OREGON 9�22s _-.---- -. _-_ _ 3 5/8- METAL STUD SYSTEM T / �.�OfWb-UC10f S 503 452 5700 A Jocatis Company FAX 503 452 5701 w 5/8" GWB - - - - ------ 5/8 GWB w F-.j - - - -------- METAL CORNER BEAU ________ PROVIDE METAL CORNER BEAU FINISH OPENING , .---_---- FINISH OPENING AT GWB ALL AROUND OPENING - EL.- - _ --- ",� ISSUE FOR - SEALANT SEALANT 0 3 CONSTRUCTION o ''----__.—SH t M _._ _ Y ' - _ SHIM DESCRIPTION NO TF. > J. ' \ m m m � CIRCLE ALL RE VISIONS k IDENTIFY � k' WITH DELTA REMOVE ONLY CIRCLE W 4 BEFORE NExT REVISION LRAWINGS wlrm v o 3/a" X 4 1/2" a ALPHA REVISIONS ARE PRELIMINARY k > �+ ALUMINUM STOREFRONT \ ARF NOT FOR CONST"r2UCTION OR a _ FRAME - VERIFY HEAD SIZE TEMPERED - `'— GLASS LITE ---- 1 3/4" X 4 1/20 ALUMINUM STOREFRONT FABRICATION FOR CONCEALf 0 CLOSER ''' WINDOW FRAME - MATCH ALUMINUM SEAL. . --------.. - --- ALUMINUM ENTF,<ANCE ENTRANCE DOOR DOOR w/TEMPERED GLASS LITE ^ C,:) �f HEAD (SIM AT JAMB) KENNETH W. GRIMM t HEAD (SIM AT JAMB) o�-�- I cE DOOR _ ; » _ • _ OFFICE WINDOW D 3 6 _ _ 1 - 0 3" 6" ,• �.,PORTbM, OREGON 01 �► V � -- -LINE OF CHAIR RAIL - EXTEND - - 'WOOD TRIM & P L aM OVER DOOR FACE KENOF GAA, AIA DOOR AND REDUCER STRIP REGISTERED ARCHITECT FOR ! 5/8 GWB - EXTEND OVER JAMBJACOBS ENGINEERING GROUP, INC TRIM WITH J--MOLD ------- DF' P. _MCDONALD DATE 04/08/97 BEVEL 1,91M AT LATCH SIDE FOR CLEARANCE D!,cN K.D. LARSON SCALE AS SHOWN T --� - AS REQUIRED FOR DOOR OPERATION c1c� K. GRIMM CAD FILE # UG229A71 i I HARDWARE PER DOOR SCHEDULE S A L E J DPE K.D. LARSON xxi No RIAWEL03 MOUNT 0 SETBACK BELOW WOOD TRIM EQUAL !" JACOBS ENGINEERING �`— ----- _ GROUP INC. I � 0048, IN CLOSED POSITION -- I WHERE OCCURS - Po�T OFFICE Box 5210 PORTLAND-- - --- (503) 62i-OR 0097208-5210 I _ - --- - -- RESILIENT FLOORING lex (503) 624-3001 I I 1/4 x 1 112- BRONZE ANODIZED /� --ALUMINUM PLATE � VINYL REDUCER STRIP VffiLLS FAR�GO I 1 3/4" SOLID CORE DOOR ---------- -----.-----CARPET OOR ---- I ---------CARPET AS SPECIFIED HINGES - SEE HARDWARE 12220 SW SCHOLLS FERRY 1JE1 I I ON DOOR SCHEDULE ---- -� -- TIGARD, OR _, STORE #L1G229 -- 1x HARDWOOD JAMB wirH 1/2" x 1" I APPLIED STOP ON LOCK END ONLY --------,.,// NLY ------- HOWARD'S ON SCROLLS x 1 1/2 WOOD CASING ALL AROUND _WORK ROOM SHIMS AS REQUIRED --- -- ------__-- ..._ • DRAWING TITLE • CONTINUOUS 2x BLOCKING AT JAMB AND HEAD — --- ARCH I TECH TUBAL 3 5/8" 20 GA ''TEEL STUD - / DOOR DETAILS EACH SIDE — -- - --- -- --- 3 CARPET TRANSITION @ VCT r4- BLIND DOOR JAMB DETAIL CLIENT DRAWING NUMB—ER REV NO 12220 SW Scholls Ferry Rd NOT TO SCALE 2' 24 of 41 - 0 3" 6" 9" 1' A71 0 /.%we- !\*I0.L'1 A11 P.n% .P"n111P 1'M 41• 1 L_lA-n1 a n1.L•.I. 1 •/LLLf 1 ,1-.•. »..c.L v_L 77! ,n IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. 199 W4i LAED if 0. �I!�II!III11liilll�!!S1�llII�1i'cHiirlriA�lll 1i••!i , ! �„ l1141144�44141 i1f11 1 ' �i` „� I t . i+► iIii ) Will lIIIi Jill ---INCH MADE 01 1I!II�cm 2 3 4 l ! s!6iiilstl!l111111l1!! 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LINCOLN CENTER TOWER 10260 SW GREENBURC ROAD SUITE 1000 PORTLAND, OREGON 97223 C;a",trUdorg 503 452 5700 —__ A Jocabs Cwnponr FAX 503 452 5701 BOTTOM OF JOIST ----------- -- CONTINUOUS RUNNER — ---�-SCREWED TO JOISTS _---- -----_._---------____- NE W SOFFIT 3 5/8" STEEL 9'_0" 3 5/8" STEEL STUDS __.�_-. _ STUDS O 16" OC - AFF - O 8" OC.-- --- ----- - _ - ISSUE FOR - � 0 30 CONSTRUCTION o � Y Y ACOUSTICAL TILE CEILING --� . a BRACE BACK TO 97 H WALL O 2'-0" OC » DESCRIPTION r J__ ACOUSTICAL CEILING % ----- - -- 5/8 GWB NOTE > --A —AL ------ - 0 CIRCLE ALL REVISIONS k IDENTIFY m m 0 Z le WITH DELTA REMOVE ONLY CIRCLE o > < BEFORE NEXT REVISION DRAWINGS WITH » ALPHA REVISIONS ARE PRELIMINARY k U Wr 1 ARE NOT FOR CONSTRUCTION OR a 5/9 GWB----- ----- 1 FABRICATION, CONTINUOUS 20 GA "DLT" SCREWED TO _BOTTOM OF SOFFI_ T�_ -- - AFF SE Al_ `� EACH STUD WITH 1 -#10 EACH SIDE----------- NOTE: IDE------ -- _� __ �, C' NOTE: SEE REFLECTED CEILING PLAN FOR CEILING ELEVATIONS - 3 5/8" STEEL - STUDS O 16" OC KENNETH W. GRIMM r-,-%\ RADlUSED SOFFIT DETAIL ; ��► ... - 02 3 4 ' ' ' 1 1 -- — -----— — — --- ---- 70_0" I ORTLAND, OREGON ' C --T-�------ ---- -- -- -� AFF O VARIES SEE RLP SEE SEF POP RIVET ALL TEES -- ) - - - ot�� -- OF TO WALL ANGLE, TYP -- RCP RCP j - - 10 GAUGE HANGER WIRE AT PERIMETER SUPPORTING MAIN SOFFIT DETAIL AT ATM KENNETH GRIMM. AIA RUNNERS & CROSS RUNNERS. (6" MAXIMUM FROM EDGE) 2 REGISTERED ARCHITECT FOR � — �+_JACOBS ENGINEERING GROUP INC �/ �--- WALL ANGLE TRIM TYP AT PERIMETER DFT M.B. NECIUK DATE 04/08/97 10 GAUGE HANGER WIRE O EACH CORNER OF ALL LIGHT 0 3" 6" 9" 1 2' DSGN K.D. LARSON SCALE AS SHOWN FIXTURES & OTHER EJ:►IPMENT WHICH ADDS WEIGHT TO CK K. GRIMM -- CAD FILE r UG229A72 CEILING SYSTEM. CEILING CONTRACTOR TO VERIFY WIRE �---�- � �---�--�------- -- _- ] -� — oPE `r r !.AP4;ON roe No RIAWEL03 SUPPORT REQUIREMENTS WITH LOCAL JURISDICTION PRIOR TO INSTALLATION JACOBS ENGINEERING GROUP INC. 10 GAUGE HANGER WIRE O POST OFFICE BOX 5210 4'-0" OC EACH WAY COMPRESSION STRUTS: OR j 6?4'-300097208-5210 b � MAXIMUM — -- �— ANGLE SLIP-PINNED Fj E R �` STEEL SECTION W/ L/R TO STRUCTURE ABOVE Ax (so3) 624-3001 REACTION OF 200 LBS MAX - � AND BOLTED TO VERTICAL ATTACH TO MAIN COMPRESSION BRACE WELLS RUNNERS & ANGLE •"��'�" FARkpli CLIP W/ 1/4" MACHINE BOL i. #12 GA HANGER WIRE ANCHOR ANGLE CLIPS ;;� AT COMPRESSION 12220 SW SCHUL'.S FERRY TO STRUCTURE W/ ,/ STRUT (TYP) TIGARD, OR 3/16-0 POWER ' DRIVEN STUD. STORE #UG229 �P COMPRESSION STRUT SHALL NOT REPLACE -- TWO X112 GA SPLAY WIRES HOWARDS ON SCROLLS ?— HANGER WIRE. -- AT 45 PARALLEL MAIN RUNNER TEE TWO #12 GA SPLAY - -- - --- --- _ � TO MAIN TEES 04 1 ACOUSTICAL TILE - _ 6" 45' WIRES AT 45' DRAWING TITLE RECESSED LIGHT FIXTURE ----- CROSS RUNNER TEE PARALLEL TO o OR OTHER CLG. FIXTURE ----- --- -- ---------- 10 GA LATERAL BRACING WIRES 2" MAX FROM MAIN RUNNER CROSS TEES - TYP HANGER WIRES ARCHITECTURAL & CROSS RUNNER INTERSECTION AT APPROXIMATELY 45' EA AT 4'-O"OC DIRECTION. LOCATE A'r 12'-0" OC MAX AND 6'-0" FROM LOCKING --- — — — _ CEILING DETAILS WALLS MAX (SEE DETAIL 4 AT RIGHT) CROSS TEES NQTE ALL SUSPENDED CL.G. SYSTEM INSTALLATION TO COMPLY WITH UBC SEISMIC LONE 3 REQUIREMENTS CLIENT DRAWING NUMBER REV. NO 3 SUSPENDED CEILING --- TILE r4 WIRE BRACING & STRUT DETAIL -' NOT TO SCALE - NOT TO SCALE A72 " 12220 SW Scholls Ferry Fid 25 of 41 1.\uClt\O+lwfnl\n.n\ /"11I+\In•+'+n.1n 1 L_ln_nl I+ n1.Ln.1. 1 •1LL0+ 1 ,1-.i- a-_..1, v-L7'1L +n IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T-. ' l' MI �(.� IJn En i � ! { 1 INCH r mw IN GNINA i I � i { 111 � I 1 1 LO I 11 is 17 1 1 I I i I III I +i II , 11lI Iillli I II t II III Iltsl !II!!' ! 1!!!! ii I:si' iilllili: it !I fill i!�!!Il11l. 111 '!! � !Il'Iill 'lii'1 III Il" l I'!; i Il'Milli"1!!I'111�11iIIIlll�llillilll�ll{1i111l1lI �� 1111{ifiilllll{IIIIIIIII,lIIIIIlII�,!,,,IIII�IIlII,Ii, !!1,111li 'll!lllill., ,IlI:,1�+,!!III,,{,!lIII„!s!,I, f!„�1,1 '' {!! i' � I ' i i I li it II I .. _.'"F4xr.,:FNnaO"ml.eJL>t�I�Yr� f CHM cx wo I"uu I(IIm /k:. GENERAL NOTES r LINCOLN CENTER TOWER 10260 SW GREENBURG ROAD suITE 1000 1, REFER TO GENERAL MILLWORK NOTES AND FINISH PORTLAND, OREGON 972"23 CQ� tpri 503 452 5700 SCHEDULE FOR LAMINATE LOCATIONS AND COLOR A Jacobs Company FAX 503 452 5701 CN ---- NOTE: MATCH TRIM HEIGHT AT WAI OT 1 SEE DETAIL 3 ON DD RA II A74 - --- - COUNTER 1 1/2" WOOD CAP WITH ASTICy—_-�— SEE NOTE 1 _---^- - _ - -` LAMINATE FINISH TO TCH CASEWORK x 1/2" RE L PAINT — �- TO MATCH C ISSUE FOR J-MOLD OT S � 0 3 CONSTRUCTION X II I II � __ '-- WB. BOTH SIDES DESCRIPI r. ROLL-OUT DRAWER _I III I _ __ O " O Noll RCLE ALL RENS;ONS do IDENTIFY m FULL EXTENSION II II --- (2) 10" x 18" CUT-OUTS IN BACK PANEL 3 5 METAL STUD WALL Z w WITH DELTA REMOVE ONLY CIRCLE � W w > 'c BEFORE NEXT REVISION DRAWINGS WITH ' V. o - - - - - -- SEE 1 3 FOR ADDITIONAL o ALPHA REVISIONS ARE PRELIMINARY k > W _— INFORMA ARE NOT FOR CONSTRUCTION OR FABRICATION DOUBLE DUPLEX OUTLET oo ------BASE- SEE FINIS SCHEDULE SEAL16D C14 -- - o o v-- CC,,co ARC� ROLL-OUT SHELF Q �� FULL EXTENSION -- — KENNETH W. GRIMM GJ G� �— -- 2'— 2" NOT USED ORT4D, OREGON ELEVATION 2 HALF WALL DETAIL. 0 3 6 9 1 _ 2 OF V� KENNEI--1 GRIMM, AIA 2'- 1 1/2" REGISTEREC ARCHITECT FOR JACOBS CNGINF.ERING GROUP, INC COUNTER ABOVE — � ----__- SEE NOTE 1 -,-,�+ OFT M.B. NECIUK DATE 04/08/97 --LAMINATE TOP DSGN K.D. LARSON SCALE AS SHOWN _ KEYBOARD SHELF -- -- (PL-1) CK K.-GRIMM CAD FILE r UG229A73 7 MON I TOR DPE K.D. CARSON J08 No R1AWEl03 ROLL-OUT DRAWER �- - Q LOCATION ' -° - 4 --' -° JACGBS ENGINEERING FULL EXTENSION -- �'� } u 7.-O"t GROUP INC. TRIM TO F 1 T ALIGN WITH POST OFFICE Box 5210 00 EQUIPMENT PORTLAND. OR 97200-5210 LL J TOP OF DOOR X03) 624-3000 Q = On AX (503) 624-3001 2" GROMMET ®R u —I- ___F I F -1 NIJE uj —1 1 11 ------ INSTALL OWNER'S VNE S FARGO H 3/16" I I I — -- CERTEX PLASTIC INFO—WALL ROLL-OUT ;SHELF a LOCATION o MODULES AS SHOWN LLJ FULL EXTENSION I I� I v " " 12220 SW SCHCI_L'� FERRY WITH OVERLAY FACE------- - { ('Id) ( _ — (2) 10 x 18 0o VENTILATION = TIGARD, VR �.� T I -I OPENINGS STORE #Uu229 TOP OF FINISH L_ �� J L J FLOOR HOWARD'S ON SCHOLLS 2'- 0 .SECTION DRAWING TITLE ARCHITECTURAL CERTEX CABINET DETAILS 3 I N FOWALL DDA I L INTERIOR/MILLWORK DETAILS CLIENT DRAWING NUMBER REV. N 0. 12220 SW Scholls Ferry Rd 26 of 41 A73 0 1.\rlt.lc\D.•Wcnl\r.n\Ilr�nn\Ilr'1'1n.1\ r c_in_nl A n7.(\.M 1 1ct�1 1 ,.._I_ .1._y,i v_Rl'Ic .n IF THIS NOTWE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. 199 �1 Wo 1 ��A D 1lIII � IPI � II ► I + I , I � I � � � I � Ii I � I � I � I i ; l � l I � I'� I � ! II Ii I ! t ! I � 111 I I I f. r. ; � �_ �,, � i � � � � IIIII , 1 , 1l � iii � l � . ,111 , ilJli : � illlliillll . 11lllliiil � 1111111f11 � lffii 1 ADEIMCNIMA I � I11 11111 I � l � 101 II � I � I ! il I � : . I � cm t I I III�IIIIIIIII�II,IIIIA,I�{IIIIII�III,Ia II 1. iis,411111�4111iiii1r 11ili,I,lllsillll�slliil: lil11e1I,Iltil,,�I11,1lllsilllil�lllr11f1{f,,1�,I1111,11�„s111iIf,11,�1t►�+1►�IIl'II11lI7 25 11 u „II111111 �� 11 „11! 1111111111111111111!fil l!; ► GENERAL NOTES --- � �r►�,,r� .�.. LINCOLN CENTER TOWER 102605W GREENBURG ROAD SUITE 1000 1. PROVIDE 2 - 2"r GROMMETS. COLOR: TO 2. ALL P-LAM SURFACES 1.0 BE PL2. (UNO) 3. ALL SHELVES OVER 3'--0' IN WIDTH 4. SUBCONTRACTOR SHALL SUBMIT MILLWORK SHOP PORTLAND, OREGON 97223 5700 MATCH P-LAM VERIFY LOCATION W WFB REFER TO GENERAL MILLWORK NOTES SHALL BE 1" THICK. DRAWINGS FOR ARCHITECT'S REVIEW PRIOR A Jocotlrr�c4ori 503 503 452 / A JocoDs Componr FAx 503 452 5701 FOR ADD REQ'MTS. TO FABRICATION 1 '- 4 __-- C14 3-_6.. 1 8" --- -- _ _ -- - - "_ Aor SATC CEILING ' II _ ISSUE FOR FR BLKG AS REQ'D — --- = — O 3 CONSTRUCTION —EXTEND 1"0 CONDUIT ---- TEL/DATA J-BOX — ABOVE FIN DESCRIPTION MOUNT HORIZ CEILING O NOTE CIRCLE ALL REVISIONS i IDENTIFY m m m LL W/ 1 1/2" I I z W WITH DELTA REMOVE ONLY CIRCLE W W u LAJMUD RING "— -- ` --- I I W o BEFORE NEXT REVISION DRAWINGS WITH �^ u OL ALPHA pEV'SIONS ARE PRELIMINARY RECESSED ------�� ARE NOT FO►T CONSTRUCTION OR tY u II BACK SPLASH-- - 00 V I I ADJ STANDARDS FABRICATION i RECESSED ADJ STANDARDS 3 � > I I CUT-OUT FOF SEAL `` DUPLEXES J I = II FIELD VERIFY OPEN SHELVING FULL -- --� I � I ►L WIDTH OF COUNTER SHOWN ON FLOOR PLAN A41 0 - I - CUT-OUT FOR �i 8XSY,4 J-BOX - , I I 1 2 1 4 6 � SET FLUSH 1N/ I, I ( WALL. FIELD P--LAM BACKSPLASH ------------ - ----------------- PROVIDE CONT PLUG MOLD W/ -- - - - ---_- _ _ � ,_._, � VERIFY. PLUGS O 6" OC PAINT TO 1 1 / r , FINISHED WALL --- -- --- MATCH PL1 AND NOTCH SPLASH 2'-2" ��- ( �, I FOR PLUGMOLD AS NOTED. - � �`� c r ��= Q �.EVATIDN __- _ _ T N � FOR GAP OVERSAFEER a��_� IU� KENNETH GRIMM, AIA -I NOTE: REGISTERED ARCHITECT FOR FIELD CUT HORIZONTAL --- ---- ALL FACES, EDGES TO RECEIVE PL2 P-LAM WITH ALL JACOBS ENGINEERING GROUP INC OPENINGS FOR TEL/DATA ©OXE MATERIAL TO BE A MIN OF 3/4" THK STOCK FOR P-LAM FINISH. OFT. P. McDONALD DATE 04/08/97 -- 2 S E C U R I TY MONITOR SHELF DSCN K.D. LaRSON - SCALE as SHOWN - _.._ -- --- -- cx. K. GRIMM CAD FILE r UG229A74 - 1 2' 3' 4` DPE K.D. !.ARSON .,08 No R1 AWEL03 PROVIDE - -- ---- C��_ L_T ��---��^' JACOBS ENGINEERING COUN ERLAM SUPPORT GROUP INC. PANEL/DIVIDER ,� ►-- .WORK ROOM SALES L�1 �' POST OFFICE BOX 3210 (OUT OF WHEELCHAIR FILE CAB z 5/8" GWB ------- "�f NPORTLAND, OR SPACE) R ) 624-0009720@-5210 LOCATION m (� RX (503) 62+--3001 IJE -14 BAG HOOKS -- --�� q L --' ——v -- (NIC) - NNEU S F-A-R-GO r— ' COUNTER WHERE OCCURS — RECESSED FILE CABINET -- ------- - 12220 SW SCHDLLS FERRY AS SHOWN ON EQUIPMENTIl TI GARD, OR PLAN DWG A42 > 112" X 1 112" WD TRIM -� STORE #UG229 PAINT P5 TYP TOP CF FIN FLR -. HOWARDS ON SCHDLLS PL2 P-LAM OVER 1/2- MDF TO SLAB DRAWING T1 TLE. VE RI F Y BASE ------- VINYL TILE ----- ---- ARCH I TECTURAL BASE INTERIOR/MILLWORK DEI-AILS ,•� /- CARPET 1 TYP RK COUNTER SECTION 3 WAINSCOT DETAIL � CLIENT DRAWING NUMBER REV. N0. VY ��- - 0 V 2' 3' 4� - 0 1� 2' 3' A74 '12220 SW Scholls Ferry Rd 27 of 41 1.1W'11 L16..rK1n11/`.I\\1 V"f'fn\11/"fhn•t• 1 (_ln_Al A n11:1 •1 1 1R.�1 1 \1__i- \I,.�..1, vt)')t .n IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. M WO" I Eif � il � � I1I111 IIt , lil � lii � i � � 1 � l � li ! ! , ! I ! ► � ! I ! I ! � ! ! � � � I lifel � II ! � � 1 ° . I ; ; � r ; . . \ _ INCH I � ill lirlli Illi Iill � lllit , 111i � tIllll : Ilil ! lI111lIII ! ! Illllli � llliililiilllll ! � M�� �NCM�MA ! 1 i lil � li � II � IIi II � iiI i! 1 u 14 1S i At—,- 17 � 1 1 (5 )( Z t� III�III!Illliillllllllll!!IIlIlil�ll!;�IIIlIII!liil!lIII!IIIl1lIllll�lfll�!!!{ !!!i�!'I!I!!!!illiliillllilllilllllll !!!!:!! !! 'III' I" II r r ISI I� ri II I .r , ► I r T�1� T T 1 ! !. 11 t i l!I!\llllllll!IIIA\,11i1111I11Ilil,l.l�ll!l..,I..l1lt,llt.�Ill.f lllllriilrilillllf rlllflllrl,=II{1�:Itrttllrll{I{IIIIi�r{Ifg!I{I�{{{lil{il+llll�Il{IIlI{1111!{I,lI�!!�; LINCOLN CENTER TOWER 10260 SW GREENBURG ROAD SUITE 1000 2" GROMMET - TYP 3 LOC — F-1 TELLERLINE PORTLAND, OREGON 97223 VERIFY LOCATION W/WFB / CABINET (NIC) tj, Qry 503 452 5700 TYP 4 PLACCS A Jocobs Ca npony FAX 503 452 5701 CUSTOMER U L DUPLEX OUTLET - - ---- -- _ _ TO BOT OF COUNTER- TYP 2 PLACES VERIFY LOCATION �- W/WFB CY 05 ISSUE FOR -30 CONSTRUCTION _ aLn Y r� 97 L" -PL 1 DESCRIPTION O NOTE >- m Z CIRCLE ALL REVISIONS & IOCNTIFY fD OD F ( WITH DELTA REMOVE ONLY CIRCLE W ii iW o uEFORE NEXT REVISION DRAWINGS WITH U O _ _ _ - at ALPHA REVISIONS ARE PRELIMINARY k 5 w ARE NOT FOR CONSTRUCTION OR & u t \ ii0 \ i FABRICATION i PL 3 APRON � I _ SF At --'— PL 2 \/ U ' w • � nND I CAPPE `, L - KENNETH W. GRIMM CLEARANCE --� -- ---- - BASE ON CUSTOMER - -- -- ! qq •-o-� VARIES SIDE ONLY - SEE FINISH SCHEDULE CLR MIN PORTLAND, OREGON OF ELLER BUS SECTION LOCATION (NIC) ��� \ - KENNETH GRIMM, AIA REGISTERED ARCHITECT FOR TYP 4 PLACES \ �i ` JACOBS ENGINEERING GROUP INC \IS DFT. M.B. NECIUK DATE 04/08/97 OSGN K.D. LARSON SCALE AS SHOWN CK K. GRIMM CAD FILE r UG229A75 2 1 I Oma. oPE K.D. LARSON roe No. R1 AWEL03 IIi JACOBS ENGINEERING GROUP INC. I 5" _ 1�— 1 1 POST OFFICE BOX 5710 � ' !o� (50) 624-3000PORTLAND, OR 97208-5210 11 ' WORK\ V RX (503) 624-3001 11 i ROOM WELLS FARG%j I 1 1' 12220 SW SCHOLLS FERRY II _ TIGARD, OR o STORE #UG229 .1 I HOWARD'S ON SCHOLLS 11 ;' DRAWING TITLE ARCHITECTURAL MILLWORK DETAILS 25" - 40" 40" PREFERRED CLIENT DRAWING NUMBER REV. NO. 12220 SW Srholls Ferry Rd TELLER SIT— DOWN COUNTER PLAN 98 of 41 _ 0 1' 2' 4' 6' � c_y__ _-- _ - A75 O -- - - 1.\.wt ,�\D.•.K.nl\/`.n\.1/`lln\..rlln•7L 1 t_tn_n1 • nl.tt..• 1 lata. 1 ll�.t., u....... .-aIle IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T ,�9 VED MI , LA Ifl � ! II { I � f { iii ' ! { ! � fII Ilfll � fllli f i ! f I ! • ! f ` ! ' i ! ! ! I f ! Ilf ` i � l � + �. � � ` II � � I ! . � � . *4< { i � ll � I � I � I . � I ► � ! IlfTI " I , : VIII : f � f11lII . f ► � ffi ! ! illll � f � lfllilfalfflfil � � lll !! ! INCH ( MADE IN CHINA � � u 4 cm t 3 4 - 'III�JI{IflI�I{II�!!SIlI�I!lIII!II!!!!!�IIlI{l!!!�;!!!{!!';!!!!I!�!I!!�!!!!S !!I�!;!!�;illl!I!!!!Ili�ll!i!llllilll!{!I I ISI I 1l.Isll'lill�ill,,,llliilIII.!!il!lId! im,11,1ill,fi����lII.III,I�il�llilil�isl�{IIIIII�IIIIIIi�II•► III�IIIIIIIIIMII!Il!III{IIIIIIIIl�111111111�lIII�IIIl11lIII!!; Cm COMW ICTOM NG GENERAL NOTES _ • . 10260 SWc�EENLIURG ROAD SUITE IM) I PORTLAND, ORE(;0N 97223 2 1. REFER TO GENERA._ MILLWORK FOR FINISHES. �,p�v�pro 503 452 5700 DWG A02 A Jocobs Cwnpony FAX 503 452 5701 2 SUKONTRACTOR SHALL SUBMIT MILLWORK SHOE' DRAWINGS FOR ARCHITECT'S REVIEW PRIOR TG FABRICATION - ----- --------- ISSUE FOR _ 03 CONSTRUCTION -- EXTEND GWB 6" BEYOND _ ---- -- Y T 0 CLG TYP DESCRIPTIO! NOTE Y +-I Z CIRCLE All REVISIONS k IDENTIFY m m c k!. WITH DEITA REMOVE ONLY CIRCLE _ — > BEFORE NEXT REVISION DRAWINGS WITH '!� a ---.------ ------_- -- ---_-.-,____ _ -______ _ ALPHA REVISIONS ARE PRELIMINARY > ARE NOT FOR CONSTRUCTION ORFABRICATION OWc c� JAL SATC -- ! I I i I -- --- - ----- -- �'EE RCP FOR HT � 1�ID Ar�/' 12"D SHELVES W/ --RECESSED - ADJ STANDARDS I ; ► �, /� WALL CABINET ,CL KENNETH W. GRIMM \ j ! TO MATCH CA IN T ABOVE DESK (PL2) .� v I I o ! I _ -- -- DUPLEX OUTLET - PORTLAND, OREGON LOCKS (CORRIN OR EQ�INISH.-,- - _._ ----_..._� f W/ BRUSHED CHROME VERIFY KEYING W WFEI I I RECESSED STANDARDS — C./a / do 24 D X 1 THK SHELF ry O - - -- -- WIRE PULLS SEE DWG A02 K��11 H� AIA ' _ --__ REGISTED ARCH T' T FOR TV SWIVEL ACCURIDE t EC o NC3832-A10 OR E0 JACOBS ENGINEERING GROUP INC UNDERCOUNTER - ----- OFT P. McDONALD DATE 04/0 __97 PENCIL DRAWER l OscN K.D. LARSOIv SCALE AS SHOWN _ ICKAD FILE 0FILLER PIECES TO FILLU --- - INSTALL PLASTIC LAMINATE ( K. GRIMMCRIMM � UG229A76 GAPS AROUND SAFE ,� DPE K.D- LARSON JW N. RIAWEL03 TYP 3 SIDES JACOBS ENGINEERING 41"W X 36"D X 60"H — GROUP INC. in --`' SD BOX SAFE (NIC) I POST OFF I:E BOX 5210 KEYBOARD LOC (NIC)- -- -- -- �� W/ BASE -��� PORTLAND, OR 97208-5210 ._____��_�___._------__-..__-- _ S03) 624-3000 ,-�— - INSTALL 5/8" GWB ON - - - (� RX (503) 624-3001 ri WALLS OF SD SAFE i� 2" GROMMET- I ALCOVE FG�J�T TBASE - SEE FINISH — BASE __.---�_�---__-_-- --___..-- rG1.�Il.w7 ARU SCHEDULE _._ __ _�_----.-----------_-___-- --------____-- SEE FIN SCHEDULE + 12220 SW SCHOLLS FERRY V'r 3'-6 T I GARD, OR " CLEAR STORE #UG229 -- _ — --- ----- _A — ELEVATION f - 7 B — SECTION HOWARDS ON SCHOLLS 1 S D BOX SAFE AND DESK ALCOVE DRAWING TITLE ARCH I TECTURAL MILLWORK DETAILS 0 1' 2' � 6' CLIENT DRAWING NUMBER REV NC). ' 12220 SW Scholls Ferry Rd _ _ 29 of 41 A76 0 1.\IYfI.C\b•.IKlnl\/'.h\ /"1nR\I.l""ln•l[ I L_tn.nl w nY [R.•i 1 11C�. 1 .._.;- •I-�..., _Rl�f n IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. I h�II � l LI1 ED iNCN Jill � i I1 -�roE � � cH I I!I,II!Illill�lll illil�!!lllllil9ll!l412 11l� 14 15 i 1 tl ! i �1,111l1f1..,l1lIIlIIl�!!ll.,,,l�I:,i.1,illi=„I,!il{!.!!!�!!flFi!!!�!II!+Ili!�1liil!;=I!Bill!I!f�Ili!Iiliil!IIIIIi!iiiii(Ilil!�illlls!fl�flf'I'I ' I ' ' � "� � +I � � � � � 11 � �� !�l�fl1 llll�i�l��iii1{I 11111 1, �1 I, ,il . I II III��{I{ III�li11�11i1 111E.if,�1111�f111�1ifllllili1111111if11if�ll., ( GENERAL NOTEScis Co =ER Irlia N LINCOLN CENTER TOWER 10260 SW GREENSURG ROAD REFER TO MECHANICAL I I I I SUITE 10000REGON 47223 I DRAWINGS FOR LOCATION AND SIZE OF ROOF OP'L N 1 NGS - - -- E r!STING WD REAM I I __ _.___� Cpf1��1'tlC�pl►tp 503 452 5700 PER STORE PLAN I ! PER STORE B PLAN A ,bcobs rAwn any FAX 503 452 5701 • ! - CUT do FRAME I I I � / I I I NOTE: EXISTING WD ( I I ,\ / / I ! { REFER TO MECHANICAL ` JOISTS 0 DRAWINGS FOR LOCATION AND ------- --- — / I NEW HEAD:.. I I I X SIZE OF ROOF OPENINGS ---- - - 2 era HEADER I I I / ` ( -- I I _-------- L4x4x1/a - — — I I I I ISSUE FOR / / \ I I ( / ( + 3 CONSTRUCTION DESCRIPTION NOTT. > rco - JOIST HANGERS I I j ! ------- L6x4x5/16"x6" (TYP) T WITH DE TA REVISIONS CIRCLEIDENTIFY ca � WITH DELTI. REMOVE ONLY CIRCLE W ! I ! I BEFORE NEXT REVISION DRAWINGS WI1`H 0 I pWc ALPHA REVISIONS ARE PRELIMINARY w I ARE NOT FOR CONSTRUCTION OR u FA6RICATION. ,- PLYWOOD DECK 6:. - METAL DECK SEAL z- 2Xe HEADER - � rf,, �. KENNETH W. GRIMM EXISTING V 1 BEAM ,�!f �\ IL �- ER STORE PL,'N 3/16 ��8 -V- / to J •�-'� p 0 1 - - „ PORTLAND, OREGON .mac L2x3x3/16 BETWEEN TOP do BOTTOM CHORD (TYP EA c`�J CORNER O 5'-0” OC MAX) O�F ` 1 r KENH GRIMM, AIA FRAMING @ ROOF OPENING 3 FRAMING Q ROOF OPENING ( NEW CONSTR . ) REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC NTS - NTS APPLY BASE FLASHING COMPATIB9000:w/ DFT M.K. ROSSiriAN DATE 04/08/97 EXISTING SYSTEM, NAIL ROOF P MECHANICAL UNIT c � MECH UN BASE FLASHING TO WOOD N R UP - SHT MET FLASHING -oscN K.D. LA�,,ON SCALE AS Sf"OWN UNDER FLASHING CAP — -� CK K. GRII�AM CAD FILE I UG229A77 '-:DEET METAL .� ( \---- MECHANICAL DUCT -- - - - 2X2 TREATED WD NAILER y ovE K.D. CARSON .x�Ei No R l A1NEL03 --- SEE MECH DWGS THROUGH ROOF DECK �/ JACOBS ENGINEERING FOR-- FOR CURB do UNIT GROUP INC. �-- ----- PREFABRICATED CURB APPLY BASE FLASHING COMPATIBLE W POST OFFICE Box 5210 PORTLAND, OR 47208-5210 ? — WOOD CANT STRIP _. EXISTING SYSTEM. NAIL ROOF PLYS Vic/ JE1 ((503) 62.-3000 FAX (503) 624--3001 WOOD NAILERS TO TYP / BASE FLASHING TO WOOD NAILER UP / TCH SYSTEM / UNDER FLASHING CAP 00 ............. %TU.S FARUV EXISTING ROOF SYSTEM -- —MECH — — — -- — -- - - � 12220 SW SCHOLLS FERRY DUCTWORK - - - --- ---- ------ - _t` t ;g" 17 - EXISTING ROOF INSULATION TI GARD, OR -- STORE #UG229 EXISTING METAL DECK HOWARD'S ON SCHOLLS \---TOP OF ROOF DECK 4X4X1/4 'TL ANGLE AROUND PERIMETER OF DUCT OPENING - -n ------ _ METAL PLATE O DRAWING TITLE 4--0" OC (4 MIN - 1 O EA CORNER) DBL 2X8 ALL AROUND WELDED TO CURB do ANGLE ARCHITECTURAL OPENING FOR MECH ROOF DETAILS PENETRATION 2voCURES C WOOD FRAME 4 ROOF CURB @ jTEEI_ FRAME CLIENT DRAWING; NUMBER REV. NO 0 3" 6" 9" 1, 2• 0 3" 6" 9" V 2• A77 0 12.220 SW Scholls Ferry Rd 30 of 41 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALI'T'Y. ��I ..fZTO 1 L�"! FI) Irlifli , Idjl � ll Illl III I ' l � f INCINCH 1 �x, 2 3 l 1 1 , U .. 14 1 Ill�ilillllll�Il{!I{I!I,!!{lIII!Il!! !!lIII�lI,II�111111!!!11111!II! !IIlIllill!!!!!';fl�!!!! !!I!I!!!!�Ililll!!!�!11lIlI.i�!!!if!!;II1111l II I j t 111111i�I1 IIlf!ll,tl,�fll,,1116�i,illlfl,'if:I,f1i1'f11JIIlI,IT,IIIIIi11IT► 1ilI,II,,Milli,illE,iil�liiiliIii,1,lflll!lI11lI!I!{,111�,t,, 4 CRSS CONSTRUCTORS, INC. Lincoln Center ��~ ARCHITECTURAL SPECIFICATIONS 1 . Pressure treat above-ground items with water-borne preservatives to a minimum nburq RV ,0220 Building 2 NJSW Graeee Sure 301 retention of 0.25 pcf. After treatment, kiln-dry lumber- and plywood to a Constructors Portland, OR 97223 A .w,1A;h coInL.a•v (503)452-5700 SECTION 06100 maximum moisture content of 19 percent and 15 percent respectively. Treat Fax (503)45:-570, 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, acid 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 after treatment coat cut surfaces to comply with AWPA M4. Inspect each piece 05 ISSUED FOR similar members. � p y p p (� 30 CONSTRUCTION of lumber or plywood after drying, and discard damaged or defective pieces. 97 B. Structural Framing (2 I<o 4 Inches Thick, 5 Inches and Wider): Unless otherwise indicated, provide structural grade Douglas Fir-Larch, Number 1 , minitTiuni. 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 A ] 53 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 JACOES ENGINEERING GROUP INC less moisture content. FT L B. ATE 05/30/97 2. Power Driven Fasteners. National Evaluation Report NER-272. SGN K D Larson CAE N/A 4. Smoke Toxicity: No more than that of untreated wood. K K Grimm iLE SPEC-ARC DOC 3. Wood Screws: ANSi B 18.6. 1 . PE K D Larson UB NO R,Aw1EL03 5. Ensure treatment is qualified as Type "A" (nonhygroscopic, noncorrosive) when 4. Lag Bolts: ANSi 818.2. 1 . tested by an independent third party in accordance with ASTM D3201 . Ensure GROUP S ENGINEERING GROUP INC. treatment formulation contains no halogens, sulfates, chlorides, or ammonium P.O. Box 5210 E. Metal Framing Anchors: Simpson tie size and type indicated complying with the phosphate. JElk Portland, OR 97208-5210 (503) 624-3000 following: Fax (503) 624-3001 1 . Provide products for which model code evaluation/research reports exist. END OF SECTION 06100 WELLS FARGO 2. Provide products for which manufacturer publishes allowable design loads Lw 12220 SW SCHOLLS FERRY determined from empirical data or by rational engineering analysis, and that are TIGARD, OR demonstrated by comprehensive testing performed by a qualified independent STORE # UG229 testing laboratory. SECTION 06200 FINISH CARPENTRY HOWARD'S ON SCHOLLS 3. Metal Framing Ai.chors: 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. SPECIFICATION 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. ®"WING NO. RECO A91 0 12220 SW Scholls Ferry Rd 3, of 41 IF THiS NOTICE APPEARS CLEARER THAN THE k1 Mil DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. � ,� T �9� �1I�.��O � L� ELS IIlllIlIl � f � l i ; lll lII , III l ;! 1 { I1I ! . 1 1111111I I1i11111111 1 j1 11li i�! INCH MADE ItCH1� l ��+ 2 3 l S A 1 1i tli _—_1�—.�1 ttit Ill 'i1lli�l!lIIIIII�IIIIIIIII�iI!,!IIII�lI!!!!i!! !I!!jl!!l�Ii!Illit! !!!Illi;I� ;!!l!lIl�llillllllj{iiIllllllI!I!ii!Iljllllillll�ll!llillilI tillliii!l;1IlI!Ill{fllilll�!�!1!Il=1,1�1111lII;I�I1!! IIll�Iliilll{{E{{{{1i{i{�i!{;III{I�{!Ii!!IIIEIIIIIIIII�!Illi!lll�IIIIIIIII�111111I11'lIIIlIIII'I:t�lt,; .f - CRSS CONSTRUCTORS,INC. `s , y�►ti; hnen"g Rd SECTION 06415 10220S W G B„a:no2Nonh s„d.301 CASEWORK 4. For concealed hardware, provide manufacturer's standard finish complying with Construclora PorI", GR 97223 15031 4525700 product class requirements in accordance with ANSI/BHMA A 156.9. "" Fa. 15031452-5701 A. Casework to be furnished and installed by subcontractor. G. Casework Accessories: See drawings. B. AWl Quality Standard: END OF SECTION 06415 1 . Comply with applirable requirements of Architectural Woodworking Institute Quality Standards by AWI Latest Edition. 05 ISSUED FOP 0 30 CONSTRU 2. AWI Quality Marking: Mark each casework unit with the AWI certified 97 — 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 I . Particleboard: NPA 8. B. In Masonry Cavity: I '/2 inch Styrofoam SB. 2. Medium Density Fiberboard: NPA 9. C. Inside Face of Perimeter Walls: I . Standard Wall Batt Insulation: R- 11, unfaced, friction-fit, glass fiber batt 3. Hardwood Plywood: ANSI/I IPMA FE. complying with ASTM C665, Type 1 . D. Cabinet Construction: 2. Semi-Rigid Panel Insulation: R-4 ( 1-inch) and R-6 ( 11/2-inch), unfaced, semi- KENNETH GRIMM, AIA rigid, glass fiberboard, density 2.25 pcf. REGISTERED ARCHITECT FOR I . AWI Grade: Custom Or better. JACOBS ENGINEERING GROUP INC 2. AWI Construction Style: Frameless. 3. Wall Sound Insulation: R-8, unfaced, glass fiber sound control batt, friction-fit. FT L B ATE 05r3aw SGN KD Lacon CALF WA D. Acoustical Ceiling Batt Insulation: Above suspended acoustical tile ceiling and soffitted K K G,mm ILE SPEC-ARC DOC 3. AWI Door and Drawer Front Style: Flush overlay. areas; R- 1 I , !ightweight fiber glass, kraft-faced, sized to fit over lay-in panels (apply PE KD La,son OB No RlAWEL03 only where noted on drawings). li. Laminate Cladding: �1 JACOBS ENGINEERING I GROUP INC. E. Installation: Install insulation in accordance with manufacturer's written recommenda- ��I P O. Box 5210 I . Exposed Surfaces: High pressure decorative laminate, complying wish color tions. Butt pints ti htl together or firmly against metal stud or furring. IGstall Polland, OR 97208-5210 Shown on drawings. acoustical ceiling battsgwi h kraft face down over op of ceiling tile. Fax (0?) 624 3001 2. Semi-Exposed Surfaces: High pressure decorative laminate, complying with END OF SECTION 07210 r WELLS FARGO color shown on drawings. 7 3. Edges: High pressure decorative laminate, complying with color shown on 12220 SVJ SCHOLLS FERRYSECTION 07600 TIGAFeD, ORdrawings. FLASHING AND SHEET METAL STOP.E # UG229 F. Cabinet Hardware: A. Conform to profiles and sizes shown on drawings, and comply with current SMACNA HOWARDZ ON SCHOLLS I . Hardware Standard: Comply with ANSI/BHMA A ] 56.9 "American National Sheet Metal Manual for each general category of work required. Standard for Cabinet Hardware" for items indicated by reference to BHMAI . Metal flashing and counter Flashing. SPECIFICATION TITLE: numbers or referenced to this standard. Architectural 2. Hardware Schedule: See drawings. 2. Miscellaneous sheet metai accessories. Sheet 2 of 7 3. Exposed Hardware Finishes: See drawings. B. Zinc-Coated Steel Sheet: ASTM A526, 0,20 percent copper, 24-gauge (0.0239 inch); DRAWING NO. RE1l ASTM A525, designation G90 hot-dip galvanized, mill phosphatized. I� A91 L=J 12220 SW Scholls Ferry Rd 32 of 41 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. ��,5� 1991g MI� TISh'I1A ED I �il � lij � ! MIIIMI ►CiRI! ii, i iiili ; ijl ; iil riii ! iii � iiiii� i ililili ; llili i ilrl?; ijl ! iir Illlii � rl�� l I iiil , � ljlllli I Illlllijili ; l r tlllllljl1l ! I ! i a Ilr illlilil�T ! S- DIt I II ' I` , nt I T— :I 14 t t It �T— >� Illilll illi IIIII�IIII, IIIIIIIIIII:„IIIIIIIIIILIII!Ilillllll!flll IIIIf,,,IILIL+Illllll!!lIIII1_Ill!lIIIIIlLlllllnl:!!IIIIINIi!IIIllnllllilllllll!!IIIIIIII!1llilllll!IIIII!!II!III;hIII!N!1 IIIIIAIfil111111;;IIIII!IlI;IHII!lh;I;INIIIIIIIIII!11I1 !III!;IIIIIIII!NIIIIIII!tIIIlI111�IIglnl 4 CRSS CONSTRUCTORS, INC. ^� �► 102100 SW Greenbur Rd ln Center 13. Glazing Materials: Comply with Section 08800, Glass a�tcl Glti irlg. v C. Fabricate sheet metal with flat-lock scams, solder with type solder and flux Budding 2 North, Suite 301 Constructors Portland, OR 97223 recon;mended by manufacturer. AJecoD�Ca�pa^y (503)452.5700 C . Hardware: Heavy duty units required for operations; finish to match door. Fax (503)452-5701 D. Coat back-side of fabricated sheet metal with 15 mil sulfur-free bituminous coating, i . Offset Pivot Sets: ANSI A 156.4, Grade l ; exposed parts of cast aluminum alloy. SSPC paint 12, where required to separate metals from corrosive substrates, including Rixon or approved equal. cement itious materials wood or other absorber materials; and to provide ether permanent separation. 2. Overhead Concealed Closers: ANSI A ] 56.5, Grade 21 0050421 180 open, fully adjustable, Rixon or approved equal. 05 ISSUED FOR E. Seal moving joints in metal work with butyl type joint sealer, nonstaining, noncorrosive, 3. Cylinders: As specified under Section 08710 Door Hardware. 0 30 CONSTRUCTION nonshrinkrng, nonsaggrng, ultra v�olet, and ozone-resistant. 97 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, i inch diameter, G. Performance: Watertight and weatherproof performance of flashing and sheet metal 90 degree offset pull. Ives or approve(-.1 equal. SEAL work is required. 6. Levers: Adams Rite or approved equal. END OF SECTION 07600 7. Latch: Paddle latch, by door manufacturer. 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 GRIMA', AIA frame sections without exposed seams. Kawneer or approved equal. REGISTERED ARCHFI ECT FOR A. Compatibility: Provide joint sealants, joint fillers, and related materials compatible with JACOBS ENGINEERING GROUP INC. 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 0 ATE and field experience of service and application conditions. mechanical joints using heavy inserted reinforcing plates and concealed tie-rods or J- sGN KD Larson GALE N�A0�7 bolts. K K Grimm ILE SPEC-ARC DOC B. Exterior Sealant: One-part, nonsag, neutral curing silicone sealant, ASTM C920, Type PE K D Larson Oka NO RIAWEL03 S, Grade NS, Class 25 medium to low modulus of elasticity by Dow, GE, or Pecora. 1 . Gazing: Fabricate to facilitate replacement of glass or panels without disassembly. Provide snap-on extruded aluminum glazing stops with exterior JACOBS ENGINEERING GROUP INC. C. Colors: Provide joint sealant color indicated, or, if color is riot specified, match adjacent stops anchored for nonremoval• P.o. Box 5210 finish. Portland, OR 97208-5210 (503) E24-3000 2. Design: Provide I ',%-inch-thick doors of design indicated. Fax (503) 3000 01 D. Interior Sealant: One part, nonsag, mildew-resistant, paintable acrylic emulsion sealant complying with ASTM 0834 by Pecora, Sonneborn, or Tremco. a. Medium stile. WELLS FARC E. installation: In addition to manufacturer recommendations, comply with ASTM C962 b. Bottom Stile: 10 inch aluminum panel to minimize damage from g 12220 SW SCROLLS FERRY for exterior sealant, and ASTM C790 for interior sealant. wheelchair footrests and walking aids. TIGARD, OR STORE # UG229 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 HOWARD'S ON SCHOLLS on-site inscaiiation. JE (b� SECTION 08140 I . Do not drill and tap for surface-mounted hardware items until time of SPEC;FICATION TITLE: ALUMINUM ENTRANCFS AND STOREFRONTS installation. Use manufacturer's template. Architectural A. Aluminum Members.: Alloy and temper recon-lmended, comply with ASTM 13221 for 2. Preglaze door and frame units where possible. Sheet 3 of 7 extrusions, ASTM B209 for sheet or plate, and ASTM B21 I for bars, rods, and wire. IEND OF SECTION 08140 DRAWING NO. REV A91 12220 SW Scholls Ferry Rd 0 33 of 41 IF THIS NOTiCIE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. � 1`v�I EI) � l � � � ll � ► 1ril � ! ' � � � � I ' l � illlili ilfl � il ! II t C ' � t � t � � � � � j ! ! , ll , � Il ill � lll 111i � INCH t lt l � s1l � � � itl � f 1 1IM1� I )c'" 4 !! II(lillllllll!IIlII!!.il�!I!!li,Il!!l!!!lIII�I!!Il;I!!!!!!!!I!l111!!II!IIl..„ � � ! �, 14 1s a �1 � � Iii!!f II!lll;!!!i!Il►1i1 �1 i 1 I fa 11 " � 1 � ` ,� �� � t r � ! Illllll!I .!Illi,s,I,lfel,,liill1111111111111it1!Irill,Ik�lII11ll1;9!iI11llll ,ili11111IlIII�I�l11,�lllllilll111l11lIIIIiIIlllllllll,Ill,{lit; I e J CRSS CONSTRUCTORS,INC. Lincoln Center SECTION 08211 B. Locks, Latches, and Belts: 9- =`Q�' 10220 SW GreenLarg Rd Bu,ding 2 North Suite 301 WOOD DOORS Constructors Patland, OR 97223 A,i"..oub catiu+ r (503)152.5700 I . heavy duty locksets with latch bolt, lever handles as applicable, and UI_, listing Fax (503)152-5701 A. Interior solid core doors to receive opaque finish as follows: and label where required. 1 . 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 3. Construction: AW) PC-5 particleboard core 5 I construction or better. �'. Holders, Stops, and Bumpers: Provide gray rubber-exposed resilient parts. Finish 30 CONSTRUCTION , p � PY � exposed metal to match hardware. B. Shap 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 1 SEAL END OF SECTION 08710 SECTION 08710 POOR HARDWARE SECTi,)N 08800 GLASS AND (.;LAZING A. Manufacturers: provide hardware by listed manufacturers or approved equals, subject to r 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 1 . Butts and }-tinges and Pivots: Hager, Stanley, Rixon, or equal. glass manufacturer. EFFL 8 ATE 05/30/97 2. Cylinders: Schlage, cylinders to be provided by Owner. B. A r1mary Glass Products: D LarsonCALF NIA Grimm ILE SPEC_ARC DOC D Larson OB NO RIAVWL03 3. Locksets: Schlage. 1 . Clear Glass: ASTM 01036, Type 1 , Class 1 , (,duality q3, select glazing quality �. clear float glass. ---J- JACQBS ENGINEERING 4. Bolts.- Builders Brass, Ives, Quality, Stanley. GROUP INC. 2. Clear Tempered Glass: ASTM CI048, 1<.r�d F"1 , Condition A, Type 1 , Quality P.O. Box 5210 Portland, OR 57208-5210 5. Exit/Panic Devices: Monarch, Von Duprin. q3, sealed glazing quality, fully tempered, clear float glass. �- (503) 624-3000 Fax (503) 624-3001 6, Push/Pull Units: Ives, 3. Mirrored Glass: 1 '-6" x 5'-0" x '/a" float glass mirror with electro-copper plated ., silver back. Satin finish steel perimeter frame. WELLS F'ARGO rl El 7. Overhead Closers: Dorma, LCN, Norton, Rixon. C. Glazing Sealant: Ccmply with sealant and glass manufacturer's recommendations for 12220 SW SCHOLLS FERRY 8. Smoke-Activated Closers: Dor-O-Matin, 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 # UG229 9. Kick, Stop, and Armor Plates: Baldwin, Brookline, Corbin, Russwin, Mager, sur aces. One part acid curing silicone glazing sealant ASTM x920; Type S, Grade NS; Hiawatha, Ives, and Triangle Brass Class 25- Uses NT, G, A, and, as applicable to uses indicated. HOWARD'S ON SCHOLLS 10. Door Stripping and Seals: Pemko, Reese. D. Dense Elastomeric Compression Seal Gaskets: ASTM 0864, extruded or molded neoprene, EPDM, or thermoplastic polyolefin rubber. SPECIFICATION TITLE:: 1 i . Automatic Drop Seals and Astragals: Pemko, Reese. ArchiteCtUral E. Cleaners, Primers, and Sealers: 'Type as recommended by r9anufacturer of sealant and Sheet 4 of 7 12. Sound Stripping: Pemko. Reese. gaskets. DRAWING Na. FEV A91- 0 12220 SW Scholls Ferry Rd 34 of 41 IF THIS NOTICE APPEARS CLEARER THAN THE (DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. WO� "gNl L DE59 . ,I rllt , ll tli � � l � p Iil � ! II � I � tl � Il 111 � I1 lil � � ll II � III jlijll . INCH MADE IN CHINA �► ��- r 1 2 i f i t -4 1 is 1N� 1 t C L g d!I(�IIIIlIIIlIIla' I�!!'!II'I!►lJ��I!I!!;;!I!!I�i!'l!!IlIRlII!!.lll�;illllill�!!+lJ.:;;i!;!!!l!!!!ll!!I!i!till!!J!!ll!!!!!�l!!!�l!list;!!Ilii!iii,i{Il!!I!i!! ill!i6i!iliilll;!!!�lIIl�,l;; l!I;�11111!lilli!lI�i11i=lili�l;,��l{I;I;la;ll!{il�sos�'Ill�lillil111��I1I!HillIIIIIIII1�11111111 ill 11 2111El11yllt;; I M 1 FF CRSS CONSTRUCTORS, INC. T T- o Z. Blocks and Spacers: Neoprene, LPDM, or silicone as required for compatibility with modular supporting network; conforrning with ASTM C645 and 0754. See �'~ 1og Rd 0 0SWGxlhnawA30t glazing sealants; 80 to 90 Shore A hardness for setting blocks and, for spacers and edge drawings anc, details. Constructors Portlara, OR 97223 A Ir[r.l�f l:Wn�a•'y (503)452.5700 blocks, of hardness recommended by glass and sealant manufacturer for application FaA (503)452.5701 indicated. C. Steel framing for `,Halls and Partitions: Comply with ASTM 0754, maximum deflection of L/240, and the following: END OF SECTION 08800 I . Steel Studs and Runners: ASTM 0645, 0.0179 inch base r►letal thickness, unless —' otherwise indicated. 05 ISSUED FOR . . 2. Steel Rigid Furring Channels: ASTM C645, 0.0179 inch base metal thickness, � 30 CONSTRUCTION SECTION 092.50 97 GYPSUM DRYWALL, hat-shaped. Where noted "resilient", nrovide 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-Ful ring Members: Zee-shaped, 0.0179 inch base metal thickness, steel, galvanized, ASTM A525, G60 for mechanical attachment of insulation to SEAL j . Centex American Gypsum Co. masonry/concrete walls. 2. Domtar Gypsum Co. D. Gyps am Board: Provide types indicated, in maxim. um lengths available to minimize end joints: Exposed GypsumBoard: ASTM C36, s/B inch-thick unless otherwise indicated. 3. Georgia-Pacific Corp. 1 . Type: Regular, unless otherwise indicated. 4. Gold Bond Building; Products Div. . ?. Type: `X' where fire-rating Is required. KENNETH GRiMM, AIA 5. National Gypsum C(.. REGISTERED ARCHITECT FOR 3. Edges: Tapered. JACOBS ENGINEERI14G GROUP INCI 6. United States Gypsum Co. FT L s ATE 05/30/97 E Trim ,'Xccessorres: ASTM 0840; manufacturer's standard trim accessories, including SGN— KD Lersown CALE N/A B. Steel Framing Components for Suspended Ceilings: As follows, sized per ASTM 0754, corner beaded edge trim of beaded type with face flanges for concealment in joint K K GrKnm ILE SPEC-ARC DOC unless otherwise indicated compound, except where semi-finishing or exposed type is indicated. Provide corner PE KD Larson OB NO RIAWEL03 bead formed from galvanized steel. r� JACOBS ENGINEERING 1 . Cold-Rolled Steel Channels: 0.0598 inch thickness of base metal and 7/16 inch GROUP INC. wide Manges, protected with rust-inhibitive paint, and as fi�llows: F. Gypsum Board Joint Treatment Materials: ASTM C475 and ASTM 0840, and as I P.O. Box 5210 Portland, OR 97208-5210 follows: ---- (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. b. Furring Channels: 1/4 inch deep, 300 lbs per 1000 feet. WELD FARG0 ?. Drying-Tape, Joint Compounds: Factory prepackaged, vinyl-based products. All 2. Wire Hangers and Tiles: ASTM A641 , soft, Class 1 zinc coating. purpose compound formulated for use as both taping and topN;��(.; compound. 2. 12220 SW SCROLLS FERRY TIv°°ARD, 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 # UG229 that imposed by ceiling construction, as determined from testing per ASTM (;ypsum Board Screws; ASTM (" 1002. E488 calculated loading. HOWARD'S ON SCHOLLS EN[) OF SECTION 09250 4. Steel Rigid Furring Channels: ASTM C645; where shown as "resilient", provide manufacturer's special type designed to reduce sound transmission. SPECIFICATION TITLE: Architectural 5. Steel Studs for Furring Channels: ASTM 0645. 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 firm a Av 1 �J 12220 SW SchollS Ferry Rd 35 of 41 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T 199 I { IIIIII � IIIIIllllilil ! ! ' I ! ` ! III NilI_ I I { I I I { I INCH MADE IN CHINA ._ 3 4 I .!.. 1 It 41— i U 14is t fl! I mo" 7 n J_`._.�.i . Olt ;,!! Ill;flf!!�Illllllylli;ii�liilll {;illi{IllilllllllllR!!'illllllllllll�ll!!!!RII�IIIIIINI�IIIIIIIII�lII111111�1llilte; CRSS CONSTRUCTORS,INC. Lnroln Canter 10220 SW Goer txxq Rd Buildiry North, te SECTION 09900 C. General- Provide painting of exposed items and surfaces not prefinished, as required for Constructors Porland2OR 9797 23 301 2-57 PAINTING complete finish installation. n�a�roc ia, -` F 03'(503)45522-5701 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 Moo,,-e. coatings. 2 huller f) Brien. Paints: As specified, top quality lines with spread and total mil thickness as 05 ISSUED FOR -- recommended by manufacturer. O 30 CONSTRUCTION 3. Durr Edwards. __ 97 1 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. Shorwin Williams. G. Preparation and Application: Comply with manufacturer recommendations for types. of SEAL substrates and specified paint systems. 13. Painting S} stems: Catalog numbers Indicated under painting systems are Sherwin- Williams, un,ess otherwise noted. II. Colors: As shown on finish schedule. { . Gypsum Board: Flat latex. END OF SECTION 09900 a. 1 st (--'coat: ProMar 200 Eggshell wall primer. b. 2ndCoat: ProMar 200 Eggshell enamel. KENNETH GRIMM, AIA SECTION I2505 REGISTERED ARCHITECT FOR WINDOW SHADES ENGINEERING GROUP !NC C. 3rd Coat: ProMar 200 Eggshell enamel. F T L B ATE 05/30N7 A. Pr(,N,i0e product complying; with NEPA 701 . SGN KD Lwsai 'CALE N/A ?. Gypsum Board: Semi-gloss latex. K — K Grimm ILE SPEC ARC DOC B. Manufacturer: I Euntel Douglas No. EEZD 1 , Easyrise; color, Linen. - K D Larson Oe No RIAWEL03 a. 1st (;,,at: ProMar 200 latex wall primer. C. Installation: Examine opening where shades will be installed. Verify dimensions are JACOBS ENGINEERING b. 2nd :'oat: ProMar 200 latex semi-gloss enamel. GROUP INC. 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. jEi Portland, OR 97208-5210 C. 3rd Coat.- ProMar 200 latex scini-gloss enamel. (503) 624-3000 Fax (503) 624-3001 3. Ferrous Metal, Shop Printed: Serpi-gloss enamel. D. Location: See door schedule. WELLS FARGO a. 1 st Coat. Tot ch-up damaged areas of shop coat. END OF SECTION 12505 12220 SW SCHOLLS FERRY b. 2nd Coat: ProMar alE:vd sem,;-gloss enamel. TIGARD, OR STORE # UG229 C. 3rd Coat: ProMar alkyd semi-gloss enamel. HOWARD'S ON SCHOLLS 4. Wood: Sem i-gloss enamel. a. I st Coat: ProMar 200 alkyd enamel undercoat. SPECIFICATION TITLE: Architectural b. 2nd Coat: ProMar alkvd semi-gloss enamel. Sheet 7 of 7 C. 3rd Coat: ProMar alkyd semi-gloss enamel. DRAWING NO. REV A91 a 1 12220 SW Scholls Ferry Rd 36 of 41 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITN. T M 1 , O I LIQ ED [IjI1111111 ! Jill 111111i 11 11 I � I � I1111111IN�GN ' MADE IN C�4INAis t4 is tt 7 t 3i I��I!III�!I�!i!1:!!!�I!�!I!!!t�!f!!�Jill lflloff lllfI!Ilfl!!;f�llllll;llll{I!I!!I!�!!Il,liIIII{fil!IlI�lflll!lII�III;SII;!IlIII�IIlf4illiif;{I{l;!,l{I!{ !I',ilrl!!1!!I�;!��! !ii��!Il!hi!! !iI1I101!fllellliilllll{Illill111lgi=I�Ij!!, 10IIIIIIIIIIPM CRSS CONSTRUCTORS, INC. in ter •'s�i' 1020 SWnGreanDwy Rd SECTION 09511 2. Product: Excelan Supreme, Armstrong World Industries Inc., or equal as shown Building 2 North, Suite 301 ACOUSTICAL. PANEL CEILINGS on drawings. c��a�ructors (503)45Ponlaj%dON 97223 a .u. , (503)452-5700 Fax (503)452.5701 A. Mineral-Base Panels with Painted Finish: ASTM E1264, Type III units complying with B. Concrete Slab Primer: Nons'caining type recommended by flooring manufacturer. tine 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 0 30 CONSTRUCTION a. Color/Light Reflectance Coefficient: White/L.R0.75. 97 – � 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 Il, and the following: e. Products: As shown on finish schedule. 1 Style: Straight at carpet, cove at resilient floor; height 4 inches. Co;ners premolded; surface smooth; color as shown on finish schedule. 13. 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 0636 B. Vii►yl Accessories: Components to match resilient wall base indicated above, by same KENNETH GRIFnMS, AIA and E580. manufacturer. REGISTERED ARCHITECT FOR JACOBS ENGINEERING GROUP INC. 2. Narrow-Face Capped Double Web Steel Suspension System: Runners roll- Adhesives: Water-resistant, nontoxic type recommended by manufacturer to suit FT L B �AT 05730197 formed from prepainted or electrolytic zinc-coated cold-rolled steel sheet, with resilient flooring product as substrate conditions indicated. SGN I<D Larson CALE NIA prefinished 9/I6-inch-wide metal caps on flanges, and as follows: K K Grimm ILE SPEC ARC DOL' END OF SECTION 09678 PE K D Larson OB NO RlAWEL03 [-ace Design: Flush capped faces without slot or reveal. � — ---� JACOBS tAGINL:ckING GROUP INC. b. Structural Classification: intermediate duty system. P.O. Box 5210 JE, Portland, OR 97208-5210 SECTION 09680 - (503) 624-3000 C. Cap Material and Finish: Stee! 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 EN►o OF SECTION 09.511 B. Carpet Adhesive: Water-resistant, nontoxic, and nonstaining as recommended by carpet 12220 SW SCROLLS FERRY =„ manufacturer to comply with flammability requirements for installed carpet. TIGARD, OR STORE # UG229 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 HOWARD'S ON SCHOLLS RESILIENT ;TLE FLOORING shown on drawings. I A. Vinyl Composition Floor Tile: Products corn 1 in with ASTM F 1066, Composition 1 SPECIFICATION TITLE: Y P P Y g P D. Seaming Cement: Hot-melt adhesive tape of similar product recommended by carpet (nonasbestos formula with requirements speciik,d be' w). manufacturer for taping seams and butting cut edges at backing to form secure seams ArehiteetUral and prevent pile loss at seams. Sheet 6 of ", 1 . Class 2, Wearing Surface: Smooth; thickness 1/8 inch; size 12 by 12 inches; color as shown on finish schedule. END OF SECTION 09680 DRAWING NO. REV A91 O 12220 SW Scholls Ferry Rd 37 of 41 IF THIS NOTICE APPEARS CLEARER THAN ,'HE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY, WO" 199MI L_�-1ED _ INCH JiMAK IN CHINA 1 13 w 14 1 16 '� ! � is Y !121 1 ill�illllllll�llllllll► !!I!I!lIIIII;;;IIII�I!!I!�I!! !!!!!I!!I�!!!lIlil: !!!!IJill!';lil!!!!s!!!!If!!!1i!!!=1!!!e!!Ilii!!!�flliiIII s�Il{!iiilislll!ilill�!lllili!Iii1f l111!I�IIIlI!!!!�Illltllll�Illiiiil{�illliili!{{;!{1111, ::I!lII�{{II!{!;{fl�li{111II1i111lI!Ill�l{illll{{�{illlllf{�!{111111!l;11�l:,; ��r a' P X'. I X , - _a—O e zr_--F< �/ L196 TO EKtSTttJG LtµE � COT ?oK:"X tA COrdG, 'FLR. 1 4 S. oil Ito1 to -5 •� M . 01 . '��" Ext;►"� ►.�e:, G,©, Ll I I � s I # I I E� 12220 SW Scholls Ferry Rd 38 of 41 IF THIS NOTICE APPEAkS CLEARER THAN THE WO�iL��g9DOCUMENT `THE DOCUMENT IS OF MARGINAL QUALITYo A,I IFD � , j ; � 1 ! � ! { ! � ! 11111 - 1 Ijfl1 1 ` I1j1 I ' 111 1 lfitii l + 111HI I � i � 1 i 111111 ) I1 � � I I I � Ii1jili � ly1 � 1 INCH ' MADE IN CHINA31 � I � 1 I lIIl111li�ll,l�{Ill,IlllIIIlII�I,',�Il11lII!!Lillliltl � „ „ sl!i„i!SI!►,�IIi,lI,r.lll'ifI„ii.II!li'ef , Il . tli� i ,IlI.l ' + l ! lfliiff,I;IIIIII�I ;i' IIIIIIIill 1111)! I�1� , lll�i„!lIIIIlII1i,Iti:����!! !!ii1iiil „tl!1111 +IIi`IIII�IIII�"4#►!lil�llllill1111illllifl�illllllll�lll�lt;; �t - y, t 'i a ,- - v,. ' fir., ,•. . c_ ..A..,:a. ... :. ... .. ..^, ' .:Z _. �.. -. �tib:a_r_ -. ,.. .. } t ' / • �•. ice. f ► , t410 © REFRIi-MRATIO (12" x 12" i+Lt`:4'-:): Ti 10 ` t10m OR -- OVERHEAD 1tEPRIGERAM-IN LIVES. AL:. SUCT10N o F < INLS TO RF INRULATEn. C,eiVl�1� r . i Fuca.R►.srvt-ro � - � � � � `�t�. � Rc,I�..C 'I7�1 . . �G -•�.•-- -- �v/ GMt`I6C.Ci I �� - � �<� :,I:IrctceRt:rluN ycn•E� -� 2C)' x 36t' 1. RECRIGERATION Cr.V'RACTOR Tri :::E "ATEPIA:.S__— I I I I i I I �c10 tfili Ip � AND !4M:";f, ::I:... -i%o bo Tf% A.S.ii.R.A.E. 6C C)LOr, STANDARD,;-. ara ' 24(' Y 26� - - ES 2. RFi'.4l-.[:RAr17N %2k)NT:1P.Cr0P r�) DETERMINE ROVTC PRE `� LOCATION OF U�t(;F.lt;;HOU;�U ;RENCHINrs FOR REtRI► ,. • a.�Ct)(, I i -� f)�v •tel N. ATION S. .___. I F-, — � � _...-_. _._-_`. ..__ / 2.'S� X `jZ � � LINE AL' 1.ciW '"^MP£RATURE S:;CT?O1l L: Sltc Kv I GE ? n� TO 9F INSULATED. RLFY.I•,ERATION CONTRACTOR 7 ' �F�EEt EFC / i0� ` .:00RDINAu UNDEP''ROUND TRENC'ITNn LAYOUT vrTi --- _ (�-v-► - ' - - , ��,1 GEI:ERAL tr)N:'!tAC:'0R ANC rYPHER TRADES AS PCQtJI ,• � . 'tom, .Y �, � .J ` I y 40 l �T�i�R,b F�i1�F�1G I •01 I sO - i (. yam. 1 11 1 24 t-0~ ` r, L4 V WN OET • � QUI t•�' 1 � r �.. ..': � ' I \�\ ;: `'� �'4� f � ,. 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'.t„ v -__ .__ ..,.__ t r.� .•..". ..1- ~ , +w,.� r `may %Flo?" r' 1. _, ,r� Ts, r .-.YID 1 "'r "+'K l ��, 'w ti/ �� p ' if m�• �` ,"!!�( � �j /' � .... ............�, ....�y►� ..,rte—,.�- ,,,� �►.�,__ •a„ � ab to tq A. 20 IsFoo? { .. t r •. +-v.•.. _.-•.1. ,- _..r.p•..,r.w1►..,.,•y.. .,.......,rrw♦.s.' .•rr•,...„..y..r-. �...�•rr....•a......w awl+, i �.rr•wrrn�/•wcvw.•i/'+^^.:.•.,.w•..,�M.•Y.wr"'_..._........n.+......ar,...,♦.,ww...Yir�r�w�.rv..Y.w+�.+...J..+w_-,r.w,.�..r ..,....w.+....+•.p_ • APPROVED FOR CONSTRUC`fIO X � � b 1 / \1 : .. `T�` i' ! �-- ''� CITY OF TIGARD $ -._. �.___ .. _�___ _ ____� _�_ __�._. � .,„....�___•_._._..____...__._...-.,...______ ._._ _-.. __ ERM SITE ADDRESS � 3 _ t M � By& _TITL .�-�., DATE ,f •vc u N e r I isc t' 7 -Wiwi IN 1 -r-....... .�..1.. rM .,......r.....,,-.r.r+it^'...;:..-.-...-ai ...w..+.7MYwwiw.+- ,tl...w.. ”.-.. 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IF s a o • f (ZED C-1 Ty-,,b - lu a7t�7. t M U �Q 0 rE fi �, '1 � � � s,r r• 7 CCU pl:-: C L K� o 12 AO 0 46 L U 44(0 Q \Z\j t4i T 0 ,­ — a Cl) .. all soft 12220 SW Scholls Ferry Rd 41 of 41 ' CK z r• y �..__._.�......._.. „�.... ._.�.. .. ...osso-A-Apbto, . ......,r, 1 �t w..'►n" r•, . ,,.. ! :aY,�l•+►''-. '•ati► `�►.�•;, '``r---`,,,w"'' - 4n a t«/ "wr•I' � t f, ."'• .. �"�.� •...-_w ..r '°+r.. � .�''/� •ti' ., � ,� ,.,,..••""'ntt�.�'"T�m- !L"''rw.,,.✓..r+.fir'......►+w'�{ ` � fr"l _1 *„• �,+' oo �' ,�fl � � , ,'T ' .. tM.•r,��`.Y"�r ,.r•''+� � M .A�-� '� ••�ti..,•♦r,ws.V'I • �r + � � +'mac••..,;"' "i -; • '•� ��,y•`��,,, �j6�y �,}�} . � y ' .. -ra.7P#rp.',[.4 S :�:, ` .. R♦,M,.�'M �j ��7^ �A'� \i0. IF THIS NOTICE APPEARS CLEARER THAN THE ��� DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. NII L,h� ED i ( Ilijl + ljl { Ijl ` I { I { Ij ! ` Ijljl Ijljl { I I ; IjI I � IjI ; ! { I ! jl � ljl ! j ! jl { i � i { Ijl ` I iji � � jl•' l � Iji I i � ljli i � l ; i ! I { I { � { I I � i � l I i � ljl � i Ijlii i ! liil { li { ilii ) a i � ! � I � ijljlj ( I � Ijl � i� l � lj !! ! INCH MADE IN CHINA '4' j cm 2 1 1 1 41 — 1T•i 1 1 1 I 1 1 t 17 2 tioll��li�lii�fflllll�iiiiiliiillliiHI 'liiilill!!!Iii f ii!$lotl !fl!!, !!i!illlililiiillf{�l�i�{ili= ;i,ail{{Ilijii��{I{��ii{�li���iilll�ll��IOi���lil�iil� i!!! M t :T - - r i t i .r � ^' � �. � � rte„, �' t _. .. �•� AI i � � ,j�n . . . .':p.�.++ .ni -•... ...ye.r'„rt.r .. n...w..a.e.n..v..n w._.._....... •UM1M*IIMMk'�iwlw/..Y"r.MI..+...wwv.....M...i CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC97-0843 13125 5W Hall Blvd., figard,OR 97223 (503)639.4171 DATE ISSUED: 01/06,198 PARCEL: 1.S134BC-00300 SITE ADDRESS. . . : 12E_20 SW SCHOLLS FERRY RD SUBDIVISION. . . . : 7ONING:C-G PD BL-OCK. . . . . . . . . . : LOT. . . * , OT. . . . . . JURISDICTION: TIG Pro.j er_t De scr^i pt ion: Installation of sirn lighting. ---------- ----------.----.----------- -------------------------------------------•------- ---RESIDENTIAL. UNIT---- ---TEMP SRVC/FEEDERS---- -----MISCEL.LANEOUS-------- 1000 caF OR LESS. . . . : 0 0 - 200 amp. . . ., . . . : 0 P'UMG/IRRIGATION. . . . : 0 10 EACH ADD' L 5O0SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 1 LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601 *amps--1000 volts. : 0 MINOR LABEL (10) . . . : 0 -----SERVICE/FEEDER---- ----BRANCH CIRCUITS----- - --- -ADD' L INSPECTIONS•-•--- 0 - 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PIER INSPECTION. . . . . : 0 201 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PIER HOUR. . . . . . . . . . . : 0 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 - 1000 amp. . . . . : 0 ---- --- ----- -----PLAN REVIEW SECTION---------------- 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : f' Reconnect only. . . . . . 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. : ` --------- ------ 1 Owner: --------- ------------- _-_-_---------- FEES ------ -----______ WELLS FARGO type amol_int by date recpt 12 220 SW SCHOI_LS FERRY P'RMT $ 40. 00 DRA 12/30/97 97-302119 TIGARD OR 97223 5F'CT $ 2. 00 DHA 12/30/97 97-302119 J Contracts: ------------- ------ TECO (THE ELECTRIC CO) 42. 00 TOTAL PO BOX 671 REDUIRED INSPECTIONS - -- - SALEM OR 9730; Cei. linq Cover Elect' . Service Phone #: 370-7747 Wahl Cover Elect' 1 Final Reg #. . : 000200 i This {.permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Cndes and all. other applicahle !aws. All work will be done in accordance with approved plans. This permit will expire if Mork is not started within 188 days of issuance, or if work is suspended for more than 189 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oreoon Utility Notification Center. Those rules are set forth in OAR 952-091-9010-lhrom1h OAR 952-881-1981. Ynu may obtain a copy of these rules or direct ouestions to DX by callin 15031246-1%7. 1 Permittee Si[ natl_rre: rr ± Tssl d By : _ - l ----------.------------------OWNER INSTALLATION ONLY---------------------------------- 1 The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER' S SIGNATURE: DATE t -------------------------CONTRACTOR INTALLATTON ONLY-- - ---------------------. SIGNATURE OF SUPR. El_EC' N: 4_.4 LU;i DATE: LICENSE NO: r +++++++++++++++++++++++++++++++++++++++++++++++++++++•F++++++++r++++++i-+++++++++ Cal l 639-4175 by 7,00 p, m. for an inspection needed the ;iwxt te_rsiness day •+++++++++++++++++++++++. ++++++*+++++++++++•4"++++-►+++++++++f++ ',' k�•��(t �I, r ..... +w�.R;r...n>.., ._.,..'..,w..,..n+".wk.rt'M^g1..+.6tlrann . 1'. f-0 •�+ t 'N'+fd�RlMlfaPli7�lNw+- ) �% 'i 1 ' „i. kA Ij� 1r / ' . IPM'.' ti'•�8 " ''ehSITN*'.f#'�rW VNf't "Ylar�,y�� +w,,,.. ... .- .. .,,wrew... l� Otw'., "�y`hq`�.IMI411YA!h Y.?I'NW`*'1M`:' -e h•. q CITY OF'rIrARD - 7�V� rlectrlA Pe, tAppllcati�on Plan Chock 0 r 13125 5W HALL BLVD, Hil Dy TIGARD OR 9722.3 Data Rods. ' Phone(5111)639-4171,x304 Date to P.E. - Date to DST_ Insp". on(503)639.4175 Print or Type Fax(503)684-7297 Incomplete or illegible will not be accepted Per i s � �� �13 -gal 1. Job Address. _ r4. Complete Fee Schedule Below: Name of Deveiopment Ll ��v-ir v Nttmlull of Inspoctions per pvrmlt allowed Nems(of name of busfnest;) Service includwd: Items cost Sum I (� SW . X115 Acklrosa 4a. Rveidenbat per unit Cit)VSletf!!Zp -� 1000 sq,M.cr Ices 4 Each additional 500 sq.R.or Commercial Residential[� porliunthareof $Zb.00 Umlted Energy $25.ou _ Contractor M3rtuf'd Homo of Modular 2a. Contractor installation only. Dwelling S6NICH of Feeder � $S8,00 2 (Attach copy rf sq int Ucenf:•s 4b.Servlcvc or Fee]ars Electrical � nlr or. Cf-f�- Inslsfalion,alteration,of relocation Address u 1� f C - `- - _ .. _ 20U amps or Ives $15000 _ CI Zi -- 201 amps to 400 amps - __ 2 Phono No_ S p p� _- 401 amps to 600 amps i $12000 2 601 amps to 1000 amps (120.00 Job N0. i Over 1000 amps ur vdt. $1&0,00 2 $34o.00 2 Elec,Cont Lile.No. Tv /cxp.Li t Reconnect only $50.00 OR Stele CCB Rag.No. ��0 ,Date ' COT Business Tax or Metro N0 ins Temporary Services r or Feeders Exp.Date _ Inalapatton,alteration,or relocation ���`�"- 200 arrps or less $50.00 2 Signature of 5upr. Eloc'n� 201 amps to 400 amps -" $77.W 2 401 amps Io 600 amps $100.00• 2 Q _ Over 600 amps to 1000 volts, License N0. ��j f DatP� yy see"b"above. Phone No.__ '`___* � 40.Branch Circuits 2a. For owner Installations: New,alteration or extension par parr) a)The fee for branch orcwto with 1 Print Qwrter's Name Purchase or service or -- ------- fvvt3•r lv. AddrasS Fil branch orwt $5.00 2 City Stat® ZIP_ b)Th,fee for branch circuits Phone No_- without purchase of evrvlc•or feeder rel. First branch circuit $35.00 ___ 2 The InRtallatlon IS being mad!On properly I own which I5 not Eech addilrond branch cirruf� $5.00 __ ^~ 2 inlartded for sale,lease or rent. -- 49.Miscellaneous CVnoes Signature (SoNq•or feadar nor Indudad) Each pump or irrigation cl clo $40.00 z Eaoh sign or outline lighling $40,00tft�� 2 3. Plan Revlsw sect/telt(It required):" Signal circuit(&)or a Ilmltod orwrgy �- Panel,alteration or wonNc.t $40.00 ? Plepsa cheek appropriate item and enter fee in section 58. M-nor Labels(10) -- S1W-00 _4 or rtYt'e recidonilal units In one structurei V,SeMoa and fsedpr 225 amps or more 41.Each additional inspection over System over M0 volts nominal the allowable In any of the above Classified area or structure containing spednt o0cu nr, per impaction 305.00 -__- as described in N.E.C.Chapter 5 y per hour _ $55.03 In Plant 355.00 Submit 2 sets of plans with eppllcation where any of the above apply. Jr. Fees; Not rsquBed for fictnpo-cry oorntru•rtien servlo•o. 6s.Enter low of above teas V ) NOL" 6%Stfrcharpo(.OS X Iota fees) _ Subtotal $ r e Be for PEAMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED Id 6b.Men RQ owl Int j1g&SJ(stc.3 $ NOT 00,MVENCVD WITHIN 160 DAYS,OR IP CONSTnUCTION OR WORK Subtotal ) 19 SUSPENOED OR ABANDONED F( 'A A PERIOD OF 180 DAYS AT ANY $ T1AE AfTEO WORK IS COMMENC,CD, T ust Account if RECEIVED Total balance Due $ nos*ars1RMN• n«sets COMMUNITY DEVELOPMENI chi-LA Am"Ailisik.'. Ill • . , � I } t •W.. \,,. � � •�.•..11""1P"n�v►�ylhh-rvrr.;.I .4. h""41t .ra. .. v .-v1^" vq .tQ 'M•� ...'M"rl'�R"'•""` .Y"'., Yb r111rM'+r N t i Y 7 , l Page No. 1 CASK HISTORY FOR CASK NO S3.C'97-0943 WBLIS FARGO 12220 9W 9CHOLL.9 FERRY RD 05/09/99 Action Description Reg/ Achd/ 3rd/ AcLior., Notes Disp By Update Upd Code sent Don') Done Date By 1 KLCC001 Application received / / / / 12/30/97 MAIL DRA 12/30/97 DRA SLCC001 Application received / / / / 02/03/98 02/03/98 JT RWC.1003 Permit created / / / / 12/30/97 DONS DRA 12/30/97 DRA SLCC120 HOLD (explain in notes) / / / / 01/07/98 Phyllis ext. 353 called. Check came back HOLD JT 01/07/98 JT NSF. No inspections until check clears. Phyllis will call us when it does. BI,CCS00 (F)Imws permit / / / / 07/06/90 DOHR DRA 03/06/98 DRF RLCC799 61ect'l Pinal / / / / 01/06/99 Rverything approved, don't case final PART BRP 02/03/98 JT until approved by Phyllis. OK per Phyllis RLCC800 Cane Finaled / / / / 02/03/98 02."r)3199 JT A wR.r. •1r•r '*.t ,,I...r VAN" -0 t Y • 06,04 12/27/11?? COMMEPC I AL BI I 1 LD 1 NG SERV 1 CE 503 655 6164 PAGE 01 1 COMMKI•'C'IAI, IIUILDINf: til;kVlt'F, T_NC. I-AX TRAN`:MITTAI. 1 '1'Cl �p-OCL c S7�l--- PRO COMPANY : UAIT Xf FAX# : q7 --- TIMU NIIMNM:k M PAGE,, : S ( INCLUDING COVEY Si110ET) !!� 4.J('1�" +�--- 6119 0111AL- '44 w__ ►mss PLEASE CALL CALL (50:3 ) _:57-31(14 IMIIEUTATELY IF ANY PAGES ARE MISSING OR ILLEGIBLE . THANK YOU! 1900 McLoughlin Ulvd. , g131 -137 hNSWERING SERV ( 503 ) 657-5377 Oregon city, nR 47045 (-)FICE ( 503 ) 557-3104 F'AX# f ( 503 ) 655-8164 °e V i 09*45 12/23/197 COMMERCIAL 9J1LD1NG SEPU10E 503 655 8164 PAGE 02 G 12 November:!4, i 991 City of-figtvd Burcau of Buildings Attention: Wt. Jim Funk 1 120 S.W. Fifth Avcnuc Portland,OR 97207-8120 g � Rc: Final Summary,Report Permit #SIT97 0038 rGree•nw,mr Town Center -ADA Improvement o Group Mackcni.ie Project N 197190 o u v � A e Dear Mr. Funk u � v r 1'hc purpose of this letter is to certify that ADA improvernixts, as del-.fled and specified by Group EL Mackclvie end specifically describes) in meeting minutes dated August 6, 1997,have been wmpleted The improvements were observed Friday,Novcmher 21, 1091,and appeared to be in o confurmance with the design intent and specifications. 'To the best of my knowledge,the work is z -cccptable and in general wnfurinance with the plans and specifications, A complcIclist of site-related improvements are described in the GTeenway Town Ccnter ADA acknzic for Mereury Development, The work described surrcv and report,prepared oy Group M above corrc;cu a number of the accessibility issues described in that report,but not all. Plcasc furl free to call, if you have any questions. Sincerciv, Group Mack•ns{e. � lnrcrpurul•d ��•� ,r,.r�,rr+.,cry;,, ✓' ry Laurence h.. Oeth Ill, P E Group w. Heckert)• LBO/kc k:nglnrrsring Inenrrnrarod c, Nlrvk 3oshcars-Cominereial Hiiilding Services, Inc Slr.ven Burg -Mercury Development +r; lny.n p,.,. V s , f r m�nen.vurr �" ttanrir9 INor 4an,rn r ` („.l,nr,.•noq end .f. I+6rr Mlrn+.lbMle 1 .rrlr rrirr. "A K WPDA1'A%97 1197191n7A.1 KC ,*e µ R SWUM • 10, 013;46 12/23/197 COMMERCIAL BUILDING SERVICE 503 655 8164 PAGE k�3 PO TLA.►ND ROAD AND DRIVEWAY COMPANY INC a � i t,' 1 •rli,.:) .:.. . t 'i't ; d.. .. 1n 4 Pi arrl; : `•'tnrl•: i,; •1. •.is l l , , 'ifl �): C'.''1.� 1 ,1 , •1'17 , (�ry)•T.�itflii 1{rr.',i .,) It [lj-1+•;:Ij;): t . .,�.if,1 � �r1)�r•rl. 1..�.1'p•f'? e 1 .�; il. 11 •!1�,1•:��� ..hj St;:t 7t +l c �:!tll.l' 1, 1 n,.1 :'rlt: 1 Prior t•.r, j:>•at.'�?'1� �1':Ir'1�7c It,':1^G t.a,l {�1',1 t r,h ( rl✓, r.� r ,l� rl•r1r,e ;� •�'!7 8[lti� ` ?��� �� ri.ri t' .i r?.tii :ll c.l'i1�1 � at l�l.r�l.l�,�.. l t' T.,��i .�[}•:, 11tc1 'e i ) T•.•l I; i , 1� 9 F, + i low, JL Mill tai: UhUUr' I;IALKLIJ[1L �U3�1UIc 1,' 1V 'Vi �, r r � r � '. ._.:�,NII;Jr-`flax �y.,l�F3CIP 3r ICS I R3 ia 04 R 1 1 i Z-1 RG i. I 7- 14 - RIO R� R7 Ramp site plan _ r ADA Survey .. nr i( rr`i �' IrI .................... Urnt 1.y UHUUF' I.IALKLI4[ii UUJCIUiI:U'lj, IUrUO. Li �::1i-j1'r. ;jUjrvx W)#*;I',I",Il_ 41"111 1 LI I ' I l 1� Iii T�' 1 ' l i1 Entry .�. DP2l" '-` t -� , � 1 tl 1 �1 � Entry E' �M..�._ ..» _� _ ..,.... _. a 1 Entry 'B' L ' ,r DP8 r 1� DP5 JILI �I I. Ullil� `t Entry 'D' DP Lntry "C'�` 7 Bus stop Disabled parking site plan ADA Survey - 77 p Sell) Uy: URUUN 1;1i�CKEWi-'1E til.'U"J; IU l MAYC-4 10 NEW C.R8 E'.EVA1;01% 10 Ex1S",It C ADD (1) wHEU STQ�IS NEW ADA RAMP, — M'H ex MAX. SLOPE A14D TACTILE SUFIACE \ RELUCATE ADA SIGNAGE -- SEE DETAIL Z/Ct I i �` Com• L-:AA";,n5 t I f 1"EW CURB PA;N1 YCLL.'t.W i ~ \ RESIRIFE PARKING SPACES ` AS SHOIWN TEA-,HER A/C AS REWREO 3 10 VA'CM EX!SJING NO REPAVE OVERLAI' YES KESIRIPE i I i i I I 1 A Revised disabled parking #1 Existing ramp #1 w y j. r en...iw°rr^•�„�r.rr�,.ws: �, rr.«p..,,�-? n h- 1^" ', r N+n.;Mp'`".." +I"w'Vi1'.;''''.,*'. r,.y,WAVO r.+rti AL Sent Uy: 3RQUP HACKEWZIE 5l)a21F111tl',i lU. UteJiF'iiiJUIIaA I i . Q i/ 5'-0" 12'—G'_ i I i i i j'• i I 113 Existing disabled parking ,l#1 Exi�stil��� romp #1 't G r� ..,,': *+r T a,*+M. .,fir+.•..,. ..yyy; ... �;., ,, 1•i .. r.^r,.,�, .._„,. �,':..._ ..4. Juje.,tticUaj IU.,uu� �Ir c :.lUl'I:IfJII ( NNtJr'il'�1'�E l;'�(1 I I ' I t �y ADD ADA RAMP \ I wITIi Bx LIAX $LODE ANO.' ND TAC'II.E SJc'ACING .` "•`� iD 1 I � I C� I I i i 1 I I 2A Reyised disabled parking #3 Revised ramp #4 I c I 1 dot WWI ........ ..... i I4 4k 1 O a ft' i 2 L�C7 Existing disabled parking #3 Existing ramp �4 IM1 r i I _. �. V- I Sent by: GROUP MACKENZIE A I I I � H RAMP �G r4E44.�I ! , i i I i I - AOJ AOA AAWP• WI"h 9% WAX S_C+PE AAO �0 1 AC .f T; SUrACING ♦1 '� S�- _ R!STRII)E Ai SHOWN, (+) PAC ES i ' I ` 1 3 A Revised disobled Pcirking !�4 I Revised romp #5 i I 1 �__�.•+w...�� �'4..����,Y'7�' ''~'�w .:{�eA e��M'R'�! ','�►.'..+,�..':.!F� •�;��$ ,�� �..,.,°� +T'!�"1!�, ,�_•.Y:�"k!^a'•�,�i► " �! �!•S�.�i ,,r'� ,4 r�'«�:rt "p�, ' f 1 YY Y. A. �w iN! r� i 'h 1 • � w t s" Mot CO'.0 CIRB----- --NA-CH =;YISTINC C: +t9 rA{,E. SfE Atv.SEJ O.w.E9 I NEW A/C OVE4_Rr ` 1 � i . I N3■�," +03'-0' O.C. - - 0016EL INTO EXIS'ING I A/C PAVEMENT 1 t Curb SEC:t IOrl n, .firs 090' AI UMINUM SION PI/,TF-- SLUG RACKCROUND 1' HIGH WHITE U T tCRS ANU UCIRUE R, BAKED ENAMEL 'Dalt uta an V,em M.o nK v Is uw oft. an er� VAN ACUSSIBLE f (WHERE SHCWN ON PLANS) z `{ z l GALVANIZED STEEL POST---- . � rr I I I �W II s Hcndicap parking sign DI Detail, i f i Y 1 p � � COMMF.RCIAI. , BUILDING SERVICF, INC. 1 M October 13. 1997 Mr. Jim Funk Plans Examiner City Of Tigard 13125 SW Hall Blvd. Tigard, Or. 97223 Re: ADA Improvements, Site Permit Permit # 's BUP97-0325 & BUP97-0404 x Following is the estimated costs for the ADA improvements at Greenway Town Center, 12220 SW Scholls Ferry Rd. , Tigard Or. . The total cost exceeds the twenty five percent requirement for the tenant and structural improvements/repairs. Included is the storefront replacement at 12266 SW Scholls Ferry Rd. The total cost includes engineering design and one half of the ADA Survey (being completed by Group Mackenzie at this time ) , a full copy or copies will be provided upon receipt of this report. On the following page is our estimate. We have addressed outside requirements at your suggestion. I have included additional amounts for the following reasons. Upon removal of the sign cans we discovered two more damaged glulam beams and two slightly damaged ones. The repairs are under a time and material change order to Mercury Development, our estimated additional cost will probably be in the eight to nine thousand range ??? It has been a lot of guess work. Please let me know if I owe additional fees for this work, (permit *BUP97-0325) Sincerely, C Mark D. Boshears Operations, CBS Inc. 727 WARREN,STRITT ORFC,ON CITY, OR 97095 OFFICE: (503) 657-5377 FAX.' (503) 655.8164 I war•l.+wl rr 1wL�'l•r. ..Wrw 'i:.:{y�r r_�Y 3 I CITY OF TIGARD BUILDING ANSPECI'ION DIVISION � 24-Hour Inspection Linc: 639-0175 Husiness Phone: 639-4171 -7 Date Requested: I�'_� ` !v / A.M. P.M. MST: Location: —`� EIEC-AA BUR Tenant _ WAY T suite: flag• MEC: Contractor—� L _Phone: PLM: Owner'_ Phone: — ELC: — — ---� — 404 ELR: Q srf: ,�1� �INN ' BLDG(con't) PLUMBING MECHANICAL ELECTRICAL SITE i Post/f3eam Post/Beam Post/Beam Cover/Scevice Sewer/Storm Footing Roof UndFVSlab Rough-in Ceiling Water Line Slab Framing Top Out Gas I"ine Rough-In UG Sprinkle i Foundation insulation Sewer I hXXI/ uct Reconnect Vault Bsmt Damp Irywall Storm Furnace Temp Ser:ice MISC. Masonry Ceiling Rain Drain A/C I IG Slab Shear/Sheath Fire Spklr/Alm Crawl/Found Dt Ilu,t P,n,p law Volt Al1iv.�e—d._ Approved Approved Approved Approved Appr/Sdwlk ��of Approve- Not Approved Not Approved Not Approved Not Approved FINAL FINAL FINAL FINAL IN1 T', I r. `G I i �/f �� 661,11 for reinspection U Reinspection fee of S _required before next inspoction O Unable to inspect lnspector: _ --- Date ° Page of i„ I r; ., - 71 . A ` CITE' OF TIGARD SITE WORK � ;F DEQ✓ELOPMENT SERVICES PERMIT : 13125:W Hall Blvd.,Tlgard,OR 97223 (503)6394'71 PERMIT #. . . . . . . SIT97-0039 DATE ISSUED: 10/1,3/97 ;i. PARCEL: 1S134BC-00300 SITE ADDRESS. . . : 12220 SW SCHOLLS FERRY RD SUBDIVISION. . . . : ZONING: C—C, PD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . .JURISDICTIGN: TIG ------------- CLASS OF WORK. . :ALT P A V . . . . . . .. . . . RESO. NO. : TYPE OF USE. . . . :COM GR14DING?. . . . . . . . : VALUE. . . $ : 1 169` a EXCV VOLUME: 0 cy LANDSCAPING?. . . . : FILL VOLUME: 0 r_v SITE PREP?. . . . . . : ENG FILL?. . . . . . : STORM DRAINS?. . . : SOILS RPT REDD?: IMPERV SURFACE: 0 sf Remarks : ADA upgrade prr Jia Funk's prior approval Owner: -..--.--------------------------------------------------- FEES -------------.-•--- MERCURY DEVEL-OPMLNT type amoktnt by date recpt 7140 SW FIR LP STE 100 PRMT $ 92. 50 U 10/13/97 97--3O001O TIGARD OR 972:4 PLCK f 60. 13 B 10/13/97 97-300010 SPCT $ 4. 63 B 10/13/97 97-300010 Phone #: Contractor: ------------------------------- COMMERCIAL ------------------------------ COMMERCIAL BUILDING SERVICE INC 727 WARREN STREET OREGON CITY OR 97045 ---------------------------------------------- Phone ------------------------------•--------------Phone #: 557-3105 E 157. 2F, TOTgL. Reg # . : 90798 ----- - - REQUIRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the Misc. Inspection Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection — applicable laws. All work will be done in acr-ordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are _ set forth in OAR 952-01.010 through OAA W-001-0H. Your nay i M obtain copies of these rules or direct questions to OX by calling — . 15831216-9187. I S S I_t e d b : n �'"1i , y , y p_ I " l ermittee Signat ar e :� +++++++++++++++++++++++++++++++++++++++++++++++++++++.+++++++++++++++++++++++++++ Call 639-4175 by 7:00 p. m. for an inspection needed the next business day .+++++++++++.+++++++++++++++++++++++++++++++-F++++++++++++++++•++++++++++•++++++++++ r � CITY OF TIGARD Site Permit Application � Plan check 13125 SW HALL BLVD. Co ercia : Complete ENTIRE form (� Rec'd By TIGARD, OR 97223 ELQaLdknc.e.: Complete SHADED areas Date Recd ►b L (503) 639-4171 x304 _ Date to P E. I Date to GST d i 1 _ Permit# Print or Type _ _ cued _ Incomplete or illegible a;ylications will not be accepted �1�lr I?�Mr,tJae 1r1r Jnr t. I ,� roject Name Utilities(Complete all that apply' JoJX/3FArr1 s I'Sk W�N•; : __ n�/� _ Addr3ss Address Storm Sewer L-i I f,, A, Linear Ft. Name Nr771.41V,0 F/Krvuu L,ni'f v A eVvj,vA Sanitary Sewer nF�cr urt.1 J cxVr_-LcvJ�,rnvT _ _ Linear Ft. Owner Mailing Address Fresh Water 1 �w f i� L(-,o P _ Linear Ft. City/State Zip Phone Catch Basins ,AM rt Of Z1 r{ ��• 014g'1$5�� � # Name Clean Outs 1 General C;u Q r, C / Cis • i .. _ # _ Contractor Mailing Address Describe work to be done: twt�iarn; fciUD f" `1—oo'l 4 L .n �3L t,L) xt- /_ 7 New[I Addition(] Alteration Repair(] j "I ant most City/State Zip Phone Additional Description of Woric: provide all 0 r C .T jI LYZS v S 11.i-3 12 all contractors State C s.Cont. Board Lic.# Exp Date Ikense Jd i `7 3 0.9 information in COT Business Tax or Metro# Exp. Date COT databases �' _J Name Project Valuation �05 1 Architect Mailing Address Plans Required: See Matrix on backs _ The following,must accompany this application: City/State Zip One Site plan with Vicinity Map Par'Jng(including Showing ADA compliance ADA)& Lighting Plan I Name t Grading Plan and details Landscaping Plan C 1Ay u l' /►1 R c kaiv z i —_— _ Engineer Mailing Address 064p 5W AA1VCc1ll uFT Erosion Control Plan and Retaining Structures g o 3 9 _ details including calcv!ations City/State Zip Phone Site Utility Plan and details Soils Report (showing connection to (if required) I r G r �l 17.o SL U approved system) _ Excavation Volume I hereby acknowledge that I have readthis application,that the i (Soils report required for-5,000 cu Yards information given is correct,that I am the owner or authorized t cu.yds. agent of the owner,and that plans submitted are in compliance with Oregon State laws. Fill Volume $igen turg of t�yrn rlA a Date (Soils report r3quired for>5,000 cu. Yds.) � (!� __ cu, ds. c �= - Will the fill supporta structure Contact Person Name Phone j (Engineer required if answer is yes) YES❑ NO(A i f ��..11b..��Q�Y r� 6 5'l�5 311f Retaining structure?(check cne) DRock FOR Fta FICE USE ONLY D CMU Notes: DConcrete DOther Total new impervious area including all Land Use Case# T MapITL# buildings, sidewalks,and paving Sq. Ft. I:siteapp doc(DST)R,'97 J, A 1111111.1-- • 1 COMMERCIAL PLAN SUBMITAL REQUIREMENT MATRIX j i Applicant DSTs to Plans Examiner Pians Examiner to DSTs 1 Initial No. Plans required to complete Plans Routing (processing(see note a.) -_ Submitted TYPE OF SUBMITTAL TOTAL CPE PPE EPE CPE PPE EPE SITE 1 ] -- -- 3 B (New or Add) 1 1 -- -- 3 O,o,w) -- -- F (New or Add or Alt.) 3 3 3 (j,o,t) NI (New or Add. or Alt) 1 l - -- 20,o) 13 & M (New or Add) 1 1 3 U o,w) -_ P (New, Add. or Alt) 2 -- 2 -- -- 2�,o) -- B & M & P (New or Add.) 1 2 I 1 __ 3 (j,o,w) 20,o) _- E (New, Add, or Alt) 2 __ -_ 2 20,o) B & M & P & E (New, Add) 3 1 1 1 3 (j,o,w) 20,o) 20,o) B or B & M (Alt) 1 1 -- -- 20,o) -- -- j B & M & P(Alt) 3 1 2 -- 20.o) 2 (j,o) - - B & M & P & E (Alt) 3 l 1 1 20,o) 2 (j,o) 20,o) i a. The applicant will be requested to submit the correct number of j = Job B = 13UP revised plans plans when all plan review issues have been o = Office M = : "IEC resolved. f= Fire P = PLm u = USA E = ELC b. 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'J • y`.,Ti1 •'N r Mi - `f q►Y yl ��.. ......_•.� ,...� ���.J ,:� 5 1 !I�c--•: �••�-,t :� •• a •�s:,� p'r A I H:SiI 7 r, '•1___ .1 y .,�_ -ar ►� ,, -- I?�"'+' I.. s h I i�lc� I�' .i..,,fibr� �.�r'•r'-t•4 r i?+ . . !Ai f A� •f _11Y .1'1,.�'L.'li; �'�,..F; �`~• .�• �. `�,b�; 1= " r A ''+•1 �I1 1� n: d � ':W�t:•t.' i A• A�I• 4.i� r ' _ .• ti✓: ' •° t•fes. `• `I .. 1 � jr— �}V tl� �� � � .AFI, • 7 � �..�� i�.J -,Jr �••�/r ••�1'A.1'•1.::�. J%I.y= •tf � i-':. ti I `.. 1 11 I r t t` +I- CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC97-0583 13125 SW Hs1191vd., lTgard,OR Q7223 (503)639-4171 DATE ISSUED: 08/27/97 PARCEL: iS134BC—QO3OO SITE ADDRESS. . . : 1222O SW SCHOLLS FERRY RD SUBDIVISION. . . . : ZONING:C—G PD BLOCK. . . . . . . . . . : LOT. . JURISDICTION: TIG Project Description: Wells Fargo sign for east Mall. ----------------------------------------------------------------------------------------- -- -RES I UEN1'I AL UNIT----- ----TEMP SRVC/F_EDERS— -- - - ---h.I SCELLANEOUS----- 1000 SF OR LESS. . . . : 0 0 — 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 A EACH ADD' L. 5O0SF. . . : 0 201 — 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 1 LIMITED ENERGY. . . . . : 0 401 — 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF, HM/ SVC/FDR. . : 0 601 +amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 -----SF_RVICE/FEEDER---•— ----BRANCH CIRCUITS------ ---ADD' L INSPECTIONS---• 0 - 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . . . : 0 201 — 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 — 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 — 1000 amp. . . , . : 0 ------ -----------PL..AN REVIEW SECTION----------------- 1000+ ECTION--------•-------- 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . -. Reconnect only. . . . . : 0 SVC/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: ------------------------------------------------------ FEES ------------------- BLAZE SIGN CO type amount by date recpt PO BOX 23910 PRMT $ 40. 00 DRA 08/21/97 97•-298527 PORTLAND OR 97281-3910 5PCT $ 2. 00 DRA 08/21/97 9.7-298527 Phone M: Contractor: ---•----------------------------•-----------------•-------------•---- BLAZE SIGNS OF OREGON f 42. 00 TOTAL PO BOX 23910 — -- ---- REOU I RED INSPECTIONS ----- PORTLAND OR 97281--3910 Ceiling Cover Elect' l Service Phone #: 639-3262 Wall Cover Elect' l Final Reg #. . : 000643 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and a)1 other applicable laws. All Mork will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-MIO through ON 952-001-1987. You may obtain a copy ., of these rules or direct questions to OIK by calling (513)246-1987. \ Permittee Signature : r ✓.. Issued -----------------------------OWNER INSTALLATION ONLY-------------------------------- - The installation is being made on property I own which is not intendedfor sale, lease, or rent. OWNER' S SIGNATURE: _ DATE: --------------------------CONTRACTOR INSTALLATION ION ONLY--------------- SIGNATURE OF SUPR. ELEC' N: ► J�C_yCTNu1 �C� iN✓�-� DATE: 9-,;1-7 LICENSE NO- ( j S t , ++++++++++i++++{..4.+.}++++++++++++4+++++++++i+++++++•4++++++++++++++++++++*+++-4-++++ Call 639-4175 by 6:00 p. m. for an inspection needed the next business day +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++i•+++4+++ �r+• r•-,F., .:.Yr .. ., ... .. :..p _spy .e- -.w.M ....,y,�,►w x._.may ,..'r,��.i. 01666.._ ,.,57 *R" 1.l i l Community Development ELECTRICAL PERMIT APPLICATION fr 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # Permit Phone (503) 639-4171 Date Issuedr ` '? !� CITY OF TIOARD FAX (503) 684-7297 Issued by •_'�I_�-+ . ,�� TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of Development_ — 11t, Number of Inspections per porn. 'wad i Address 1 ' e 5,"f 0 Service included Items Cost(ea) ,um City/State2ip (gt, — 4s. Residential-per unit 4 loon eq II or lose 1+11000 Name (or name of busivess)_ � Z�_ Each arfd4rorol 500 sq It or � s portion thereof USX I �! Commercial Er Flesidential o v L'm".d Energy $25 N Esdt Manurd Homs or Modular 2 Dwelling Service or rseder _ we 00 2a. Contractor Installation only: Ib.Services or Feeders • InstnIlmlion nl!ernhon.or relocation 2 Electrical Contractor _ _ 200 amps or lees ,-10 00 _ 2 Addreg O `y�¢,� �_ 201 amps to 400 amps -- x90 00 �– 2 City—C State 4,_ Zip_1 �n 401 amps to WO amps $12000 2 Phone N0. �g ? _ L�7 C) 601 Amps to 1000 amps x18000 � — 2 („ G Over 1000 a-nx.9 ps or volts 40 00 2 Contractor's License No. mac' g o �,L� Reconnect only $50 00 Contractor's Board Reg. No. -2�;— 4c. 'Temporary Services or Feeders IrntAllabon alteration,or relocalron 2 Signature of Supr. Elee'n . ) 200 Amps or Ione $5000 2 L cense No. 'Phone met. 20, amps to 40o amps x,5„o - 2 401 amps to 800 amps x100 00 \ Ove-(100 amps to 1000 volts 2b. For owner Installations: ase b•above i 4d. Bran^h Circuits '' Print Owner's NameNew alferabo,1 or extension per panel Address a)The Iso for uranch circuits with City -- State Zip purchase or seniles or feeder fie. 2 Each branch circuit x5 00 Phone N0. b)The lee for branch circuits without The installation is being made on property I own which is purchase of vervks or better lbs. 2 not intended for sale, lease or rent. Feet branch ctrcuii x9500 _ 2 Each addA-onal branch ci"uil $500 _ Owner's Signature 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Each pump or irrigation circle x40 00 2 Foch sign or outlim lighting _= $4000 ,y er.) Signal crmuit(s)or a limped energy 2 Please check appropriate item and anter Tse in section 5B. panel,arteration or extension $4000 _ 4 or more residential units in one structure Minor I Ahola(to) $10000 -- Service and fowiw 225 amps or more System over 600 volts nominal 41, Each additional inspection over _ Classified area or structure containing special occupancy the allowable in any of the above as described in N E C Chapter 5 Per inspection _— $3500 Per hour $5500 —` Submit 2 sets of plans with application where any of the above n Plant $5500 - apply. Not required for temporary construction services. I 5. Fees: 5a. Enter total of above fees NOTICE _ 5%Surcharge(05 X total fees) $ Cid i PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subrotal $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF Sb. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required(Sac 3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ --_=T COMMENCED Trust Accountill! Balance Due $ p- ,Tp f p., vrw• ''".•1►'i.�...�rr•r•n.,..�+r A° �e+�p., a. .x« .... Mr t.}'m �r r, .,N,,,r.�.r. •.♦.*t+yrw,.,;�. », qr. 1 �y n T Page No. l CASE HISTORY FOR CASE NG.: RLC97-0583 BIAZF SIGN CO 12220 9K SCHOLLS FERRY RD 05/59/99 Action Dencription Req/ sand/ End/ Action Notes Disp By Update Upd code sent Done Dane Date Dy _- -----.-.. -------- -------- -------- ----------------------—-------------- Sr.CC001 Application received / / / / 08/21/97 RRA DRA 08/27/97 DRA BLCC003 Permit created / / / / 08/27/97 PASS DRA 08/27/97 DRA RLCCS00 (F)Issue permit / / / / 08/27/97 PASS DRA 08/27/97 DRA RLCC700 Ceiling Cover / / ,/ / / / 08/27/97 DRA RLCC720 hall Cover / / / / / / 08/27/97 DRA HI.CC730 Blect'l Service / / / / / / 08/27/97 DRA RLCC799 Blect'l Final / / / / 01/07/98 PASS BRP 01/08/98 JT SLCC800 Case Finaled / / / / 01/09/98 01/08/98 JT 7 L Vl I 4 ^^yy l jc t a. CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC97-0580 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639-4171 DATE ISSUED: 08/25/97 PARCEL: IS134BC-00300 SITE ADDRESS. . . : 12220 SW SCIAOLLS FERRY RD SUBDIVISION. . . . : IONING:C-G PD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . JURISDICTION: TIG Project Description: Add sign or oatline lighting. --•--------•---------------------------------------------------------------------------- ---RESIDENTIAL UNIT---- ---TEMP SRVC/FEEDERS---- - —-MISCELLANEOUS----- 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 1 LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 NANF. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 ------SERVICE/FEEDER----- -----BRANCH CIRCUITS------- ----ADD' L INSPECTIONS--- 0 NSPECTIONS--- 0 - 200 amp. . . . . . : 0 W/SE=RVICE OR FEELEP: 0 PER INSPECTION. . . . . : 0 201 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . ., . . . . : 0 401 600 amp. . . . . . : 0 EA ADD' L BRNCH CIR',: 0 IN PLANT. . . . . . . . . . . : 0 601 - 1000 amp. . . . . : 0 --- ---- ----------PLAN REVIEW SECT 1 ON--------- ------- 1000+ amp/volt. . . . . : 0 )=4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . ., Reconnect only. . . . . : 0 SVC/FDR > = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: ------ ------ -- _ ---------------------- ---- --_ _ __ FEES ------------------ WELLS FARGO type amount by date recpt 12220 SW SCHOLLS FERRY PRMT $ 40. 00 GEO 08/25/97 97-298646 TIGARD OR 97223 SPCT $ 2. 00 GEO 08/25/97 97-298646 Phone If: Contractor: -------_-------------------------------------------------------- TECO (THE ELECTRIC CO) $ 42. 010 TOTAL PO BOX 671 --- --- - REQUIRED INSPECTIONS ----- SALEM OR 97302 Ceiling Cover Undergrotind Cove Phone R: 370-7747 Wall Cover Elect' 1 Service Reg M. . : 000200 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 198 days of issuance, or if work is suspended for more than 198 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in 04R through LIAR 952-88I-1997. You may obta+* a copy of these rules or direct questions to OIX by calling (513)246-1987. Permittee Signature: _ Issued By- INSTALLATION y:INSTALLATION ONLY-------------------------------- 1 The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER' S SIGNATURE: DATE: ------------------ ------CONTRACTOR INSTALLATION ONLY---------------------------- SIGNATURE -------------------- _----_SIGNATURE OF SUPR. ELEC' N: _ DATE: LICENSE NO: +++++++++++++++++++++++++++++++++++++++++++++...+++•1++++++++++++++++++•t+++++++++ Call 639-4175 by 6:00 p. m. for an inspection needed the next business day ++++++++f++++++++f++++++++++++++++++} , A 1 i �5 CITY OF TIOARD Electrical Permit Application Plan Check 13125 SW HALL BLVD. Recd TIGiARD OR 97223 Data Phone (5UDate to P E.3)639-4179,x304 Cate to DST Insiziection(503)639 4975 Print or Type Pawns o Q _o Fax(503)684-7297 Incomplete or Illegible will not be accepted Celled 1. Jab Address: 4. Complete Fwe Schedule Below: Name of Dswiopment_WNumber o1 Inspectilgns per permit allowed - Name(or name of business) R k#O r(��_�"1 Service included: Me'As Cost Sum i Addressel- " �l � Aa. nwaldentisl-per unit 1000 ay h or less $I mor City/State2ip_ Fach ayditionsl 500 w.h.or Gommerolal tat Residential❑ portion thereof 325 00 Llm'led Energy X75 00 Each Manut'd Nome or Modular Dwelknig 5ennce or Feeder No:t0 2 2a. Contractor installation only: -- �"—' (Attach copy of all Fit(iuertses) 4b.Services or Feeders Electricai contractor C �C�C c0 �h Installation,slleration,or rolocahon Address) O '`— 200 ampe or lose Sao rw = — 201 arrpo to 40U amps City 3tet� p� ��(�— 401 amps to goo amps ;120.00 2 i Phone o - z 601 amps to 10W amps 818C 00 2 It Job No._ 9^ry 1000 amps or volts $34C DO 2 Elec Cont Lice No 0 Exp.Date_ Reconnect only 3S0,W OR Stat©CCB Reg.No. - Exp Data _— do Temporary Services or Feeders COT Business Tax tar Metro No WJ •x . to- Installellon,aue'aflon,or mlocat6n 200 slurps or late 390.W 2 Slgnabire of u . e 201 airps to 400 arr,ps $75.00 2 401 amps to E0 ampq $100.00 2 verLicense No._6;?) �T _Exp Dills Dawe above 1000 volts rholie No. -�3 =7 7if 7 - 4d.Branch Circuits New,alterytion or extension pe,penal 2b. For owner installations: a)The Ian for branch cirruits with 1 purepw s of service tar Prat Owners Name _ _ feeaw^W. Address Each branch circuit $5.00 C 4 �� Stalte_ l_Ip b)The fee tar branch circuits Phone No --- --� oldhout purchase of - -- �- First h er,or oh boderfN.circuil 35 OC - ----- _ The Hstallebon is bi9ing mAdp on property I own which is not Each additional branch circuit__ 11i 2 mtanded for sella,lease or rent. 4e Mlia ellar>eous (Service a feeder nor included) Owner's SigrtatUre_ _ Each pump of Irrigation circleS40 00 2 Each sign or outline lig4l'! t .140.00 2 3. Plan Review lection (if requ"_d):` Signal cirviii(s)or a umiled anergy panel,alteration or extension !40.00 _ 2 '— Please check appmpnMe item end entin-ter.in'+taction 5fI Minor Labels(10) $100.00 -- __ 4 of more rosrdenbal units in one structure 0.ElIeN additional Ingwctlon over I n; Service anc fsaCgr 225 amps or-dors the allowable in any o1 the above System over 600 volts norr+inar Per inspection $3500 !,�Iacslesd area Cr"Voture oontalning special occuttarcy Per hour 111155 oC ` e9 described rr N E C Chapter R In Plant $55.0c s Submit 2 sets of plans wtth application where sny of the above apply, 5. Fees: ' y� Not required fur temporary construction services. Fa-Enter total of above fees 3 5%Su^�hwrgs;.05 X-ON fees) S l } NOTICE Subtotal = 6b.Enter 25%of line Se for PERIVI;S BECOME VOID IF WORK OR CONSTRUCTION ALTNORIZED iS Plan Rsvlaw M ffli(Sec.3) 3 ----- NOT COMMENCEDWITHIN 180 DAYS,On IF CONSTRUCTIO4 OR WOR✓. Subtotal f IS SUSPENDED On ABAN'CONED FOR A PERIOD OF 180 DAYS AT ANY �1 e O AF TIME TER WORK IS COMMENCED, Trust Account M __ Total balarsce Due s �•,+•,Q4 "� 6 I Y 111MILCse Atr'r nor tri - -. - _'------ �— � I .I I)1 1 ,. �: ...;.�, ,., .k.4r , r`%:WstdJt?.,{�'v'�i. ,.. .. . i, .. ..0.0"1, .i,.. f�...dY.r�tl1''• � t k r y t +t -M * ; rl: f.ar, I �i v, r .•p.•q►*�,y#y�K.�w'r'�N', .-y�*►,v.•w� .w � +r �.� ,� .,,r •q...,_st t '4 I Page No. 1 GBS HISTORY FOR CARR NO.: ELC97-0'.80 WRLLS PAROO 12210 BY SCHOUP PUPPY RD 05/09/98 Action Description 4ej/ Schd/ End/ Action Notes Wdp By Updats UO Code bent Done Dane Date By 1 --------------------------------------- --"- --- --- --- RLCC001 Application received / / / / 04/25/97 ARCD ORO 06/2s/97 Ow 13cc003 Permit created / / / / 08/15/97 PASS ORO 08/15/97 ORO MCCe00 (P)Issue permit / / / / 08/25!97 PAs3 cEO 08/25/97 ORO ELCC799 Rlect'1 Final 04/25/97 / / 01/06/98 PASS PRP 01/08/98 J•H •,, f. n 2LCCg00 case Finaled / / / / 01/06/98 PASA BPP 01/08/98 J•11 ya ,n 't f. rr 'i I'• r e' �`r�,•fr1 :F • F I l f I P' it I cjen; {*}� �✓�@4+�dli '�M!r.Mt7h".�tlM1gA6NWMNM1+11111MIv►r�ityN1I�OW1f�M r Greenway Town Center-A/ewirti►A/irrrNr.,.V l!1 (+1'/3/97) Project Number 1971 90.02 August 6, 1997 Pap 2 3. 'Ilic 11011owing accessthlllty uh)!,nttlCs r were cunsldrrrti aunt prrlimtn;lr�' r�.l r ! Threshold for CBS's Iwo permils, �Irinales atlached to salisl'y Cnginecring I)rstgn and 511946 ADA Review —`t • S I A T Accessible Curb Ramp Gd 2 I',uking Shares frrntling Iloxvards Glx Itcslrgm Same 2 Spares and Aisle Signage 6daround Sarni I.ucalion(replacing 2,rcpnsli;tg I) fixrsting 1.1'-wide par 'fig stall,restripe cnlire arca to a handicap,plus aisle(I S'), plus 4 other cump;+ct spaces al 3' 2 existing I lowards rumps,add lachlr warning _ Lith Ruffling rdentiftcallon signs nn sidewalk,generally inImm of 1lnw;uds;rail — extending molM, a Qy't )l Correct still with 2.7%cross slope in front of hlaytng,includinb ewh,remove :end repave fu level,signage,;urd p;rinhng n I--S i Ul'It 1. Every eflurt his been made to nectiralcly record this meeting. irany errors or omissions are notal, plellse Itrnx'u c wrinrn response within live days of receipt. 1,110AS c: AN Nusrat 1 KS I',xl'1'n�rAto7tlt1ar71�Nn+'S;,IhILKS -w--M.MR1117WIT } ;.. CITY OF TIGARD DEVELOPMENT SERVICES 1.3125 Sly Hall Blvd., 1 rgard,OR!,7223 (503)639.4171 CERTIFICATE OF OCCUPANCY PERMIT N. . . . . . . i BUP97--031 DATE :SSUELs 00/04/97 1• PARCEL...; 1 S 134SC-003@0 SITE ADDRESS. . . a18220 SW SCHOLLS FERRY RD SUBDIVISION. . . . a 20NiNGsC--G PD e BLOCK. . . . . . . . . . I LOT. . . . JURISDIC'TIONe TIO CLASS OF WORK. eALT TYPE OF USE. . . sCOM TYPE OF CONSTRs5N OCCUPANCY GRED. 18 OCCUPA' f7V LOADa 15 TENANT NAME. . . :WELLS FARGO I Remarks : Installation of in---store banking facility. Accessibility requirement includes the construction of a Uni--Sex .acresfible bathroom. Owners HOWARD' 5 .'ZW SW SCIIOLL5 FRY RD 1 I BARD OR 97223 Phone 11s i Centra►c�tore -_._ .._._._____...._____....___.___. ___...... i� EOULE CROUP INC ! 747 ST HELENS STE 402 TACOMA WA 98402 Phone Oe 206-222­9071 Req #. . -. 000863 Thi% Certificate grants occupancy of the above referenced b1.:ilditrg or portion thereof and confirms that the bmilding has been inspected for compliance with the State of Orgon Specialty Codes for the gro , .c?r.c,!.:pmncy, and fuse under which the referenced permit was issued. � IAU I L1J NC Eau 11. 0 IJC'i'T PnST IN CONSP I C 0LIS PLACE i mk ., ., ...•. ..,r .._ p.�,.�.- P+er'*w ww► "1M4 +".'a.' 'e+'� - �^ + ''T f.. ,�,,w �"'� r ''�gVpd Page No. 2 CASE HISTORY FOR CASK NORUP97-0317 WELTA LARGO 12;20 SW 8:H0I.LS MRPY RD 05/09/98 Action Descriptiat Req/ Sclrl/ End/ Act-ion Notes Disp By Update I" code Sent Dcie Done Date By BUPC802 Fin-! Inspection / / / 08/04/91 HC CRAB MRS DIS GS 08,04/97 GEN WRAP SINK PIPING HC SIGNAGE RLRC AND PLM FINALS Y BUPC802 t*anal Inapectiom / / / / 08/04/97 1. Install HC grab bars. PASS (An 02/03/98 JT 2. Wrap Bink piping. 3. HC bathrooe signage. 4. Electrical and plumbing finals. 1/7/98 B, P. approved all electrical firals. HOWBVER, -annot case final r ELC97-0843 ani issue C/O because Taco Electric'e check came back NBP. When Accounting Dept hoe notified the Building Division that check has cleared, the C/O will be processed. Jeanne T. 2/3/98 check ok per Phyllis. OR to process C/O to Jill for C/O approval BUPC950 (P) Issue Cert. of Occupancy / / % / 08/04/97 Attempted to fax copy of c/o to Jerri a JT 05/09/98 JT Ragle Group on 4-3-98, but was i unsuccessful. I i mailed 5/11/98 4 `Y. , y, •,�,' •-r., ..�qN+ r, y. r. u ..,. . +•A, •••M•.,q .♦ My ... .A •„�A►M+y i i u CITY CSF TIGARD IT • DEVELOPMENT SERVICES I3LJT#. . . .. r. . : BLI (=�FRMIT #. . . . . . . : BUP97-0.:,58 17,25 SWHall.Blvd.,Tigard,OR 97223 (503)639.4171 DATE ISSUED: 08/04/97 171ARCE L_ : 1 S 1::,400-•00+300 TE ADDRESS. . . : 1222.0 SW SCHOL-L 5 FERRY RD ,-uBDIVISION. . . . : ZONING:C G PD - PLOCK. . . . . . . . . . : L.OT. . . . . . . . . . . . . . JURT'_,DICTION:TTO -- .-----_-------._-_-__--.-__-_-_---___--------------------------------•---_-___-_.-_-_--_. . REi03SUE: /' F=LOOR AREAS_.•--•--__.---- EXTERIOR WALI_ CONST•RIJCTT(]N.- CLASS OF WOW. :C}!!f r� FIRST. . . . . 0 sf N: S: C: W: � 'TYPE OF LJuF•. . ::COM t' SECOND. . . : 0 s f PROTECT OPEN NGS? { TYPE OF CONST. :2N . . . s 0 s f N: S: 1`: ! OCCIJPANCY GRP. :B TOTAL--------: 0 5 f Ronr• CONST: FIRE RL.T ? : OCCUPANCY I__OAD: 0 BASEMENT. : 0 5f AREA SEP. RATED: , 'TOR. . 0 IAT : 0 ft GARnGE. . . : 0 5f OCCU SEP. RATED: BSMT". ME7-Z" : REDD SFTBACKS---------- FLOOR 1-OAT). . . . : rn pt f LEFT: 0 rt RGHT: 0 i'1- FT R SPKL.:Y SMOK DET. . : DWF_.l_L_ING LINIT S; 0 FRNT: 0 ft RE=AR: 0 ft FIR AL.RM: HNDICP ACCs s PEDRMG: 0 13ATHS: 41 TMP 51JRFAC,E: 4) rpn CCIRR: PAR11,ING: 0 V!ll_.UE. 4 : 1300 ITe mark<� : Fire suppressior system 9wner-: _____.__.__.____ .______________.______________. __.___.____._._----_-.-- FEE, I1OWARDS type amo1_rnl-. by date r•Fcpt t2220 SW SC'HOL(_S FERRY RD PRMT $ 0. CIO P 07/24/97 97--2''97510 T I GARD OR 97223 FIRE 4 0. Oki) 13 07/'E'.4/97 97--29751.01 5PCT t 0. 00 B 07/24/97 97--17_!,97!-,10 rhnne #: 590- 7048 PRMT $ "'S. 00 FIRE $ 10. 00 t CT T 1 . ,:='S I GRINNELL FIRE PROTECTION ' GRINNEL.L CORP 2870 NW 29T11 AVE PORTLAND OR 9-7C*A0 Phone #: 223-1525 $ 36. 25 TOTAL_ Rey M. . 00063(" ------- REDLI I RE'D INSPECTIONS ---_- This permit is issued subject to the regulations contained in the Sprinkler Roi_rgh- Tigard Municipal Code, State of Ore. Specialty Codes and all other Spr i n k 1 er Final 'd^� applicable lams. Al'. work will be done in accordance with approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for more than 188 days. ATTENTION: Oregon law requires you tc follpm the rulps a&pted by the Oregon Utility Notification Center. Those .; reies arc, set forth in OAR 352-801-0018 throullh OAA J11, `(ou many obtain a copy of these rules or direc6- questions to OUNC i by calling (50,3)246-1987. I a , Pl a r-m i t t e e S i g n a t i-r r e : I s s i_r e d By : +++++-1.++++++++++++a.+++++++-i-+++++++++•f-I-.l.++++++++++++++t+++++++-F++++++-1-+•F•r++4 4 -I 1 Ca 11 639-4175 by £x:00 p. m, for an inspf-r7t: ian needed the next bl_rsines :5 clay +++++++++++++++++++++++++++++t++•+f-*4+++++++++++•i+++++++-F+++++++ y� r r" r W 1, ' A ��'I�rY'Thw.nn....rr.wn/yR•.. ,• �� •' .wM 05, 30/97 11:06 V503 884 7297 CITY OF TIGARD Z002/002 ' s Fire Protection Permit Application �.n�,,, , ;QTY OF TIGARD Commercial or Residential Ridgy 125 W Data kec i 7' t GAFQHALL BLVD.QR 9722:1 Print or Type Date to P E. Incomplete or illegible pp p �03 639-4171 Ext_ 304 P gibie a licatiens will r+At be accepted Oats to OST "r Prrnd Callea r t • Nanra'tor-000".6,71,X-60Type of System (Complete A or 8 as applicable) Job . VJL CIO Fz"fiLT-i" Address 'wren A.) Sprinkler Wet Dry r IzI� >S,vJ 5CIIOLL5 tf[e•- 7L-.. Name Standpipes N bw p~v�vc, Halar0 Grua Owner Kwing Addms Additional L l; 0 W,,.b�. cityts" zq Phone Information Density Name Uesrgn Area W F ILefiFtV_ U { Occupant )Aadwg Aadtese K.FaM _ / t -t6 5W S(,l�C(r'. T 15r (� Gtystate 23p Phone Sprinkler Project Valuation Is f 300 I:"A Cra nrt 5' 711 CAT eusumm Tax or Mayor Exp. Date— B.) Fite Alarm r J OSubmtttel Shall include Cakulancns :ontlaCLOr dna YES I3or"tw or L %'arm rornoanrl Mawtg Aodtsss Inck"driat CampoeetK YES[] ip"wwb own" Ja)o Ns✓ Zo a,--Ave- cut Shen 4W0'0111"I GtyrSate Lq Phone Fre Alarm Project Valuation S wwr c,.�MM/r -- Mir COM Care ogre t te.a FXP Do Proiect Valuation Subtotal (A 00 8) ••n.•.�n Car"et+W► coeusm" aUTT a a Exp.am Permit lM based On valuation 2 7 3 1 J N a 1 , 014 � rs•.awc on bald 7`7 Name 5% Surcharge $ A rchitect Mailing Address FLS Plan Rc+tew 4o%a of Permit $ _ T i h 00C ay/State zap c�trone VA I� 43 FML ���Z�/��(>OTAIL i e9rnee work A.,Ne+w h AOOiLat O AllYtANS MUST 811 SUBARMEO,rratlon�•,t Repan G apawee oral a oem.t:,•.Jed Dna m nsrafaeon- s 5e dorms: Ti�ree xea crt pgxtt ann R�pran(and w�ty meal rNqu.�f wrnrT x++an rocatlon ar _ rvrannt n ay rm: 0.1 Rasrme+tt O HooaNant O Spray Booth O I ne"y XV10"'W""I nay"reAd sxs aoo+caaon 1w amntdrmaeon wvm s Complete O Pgrtiaf Exmway O ca*ec Tat I amhr-^""or atffvmeo agora d dr owner.and Tw tams wornaae _ ant m=mpronce wrpr Cregon scam,wr% '4hdry+al Descrptwn of wane Signature of 0wnedAgent - Data A.)to tfOng aullding iii!w urklinq _ Concoct Pprso"Namre Phone �,Buildinq Data •) :amrtxreial Resiuentmt ❑ FOR OFFICE USE ONLY: ?101 s Map/TIA No.or sv,rr�: I r Notes —"--- - IC r Ocwpsnty G' 'rDe of nstruaion � 1 JI-i 1A2lvGw MR .— uor.aoc i i • l -Y 8 6 i� i: « _ �a r ���a.r!•M f ary�rlF���1.ii f !{ � r"���. , `(� •ire ` � ��w,{a . :�' 1; 1 'i�t'� y ex:+..J'r '1 ti.1L. � �i:,S.u::,+�1Gwi�ai� '�;`��'� r�� ;j r1 CASH HISTORY FOR CASE Nn.: BI1P97 0759 Page No. 1 f i> NHLI S FAROO f . 12220 SN SMOLL9 FERRY RD OS/09/99 Disp By Action Description Req/ Schd/ kind/ Action Notes Da Upd Date . code Sent Dane Dane Date BY —- , I � ' 1 ' BUPCOOS Application received / / 07/21/97 RECD MAI 09/04/97 BON i PASS B 08/04/97 BON BUPCOoe Permit created / / / / 07/24/97 6UPC010 Check for prcl. rtatrict. / / / / 07/24/97 PASS B 08/04/97 BON + Buvro.2 Plans ratted to Plans Examiner / / / / 07/24/97 PASS B OeJ04J97 PON APPR RAP 07/30/97 RDP SUPCO26 Approved Plans routed to DSTe / / / / 07/70/97 SUPCO29 DST Post Review completed / / / / 09/04/97 PASS B 08/04/97 BON I PASS B 09/04/97 BON DUPCO90 (P) Ready to inaus 08/04/97 RUPC100 (F) Issue penlit / / / / 09/04/97 PASS B 09/04/97 BON BUPC793 sprinkler Rough-In 07/30/97 / / 09/04/97 APP 09 09/04/97 ass BUPc7e4 sprinkler Pinal 07/30/97 / / 08/04/97 APP W 08/04/97 068 BUFC960 Came Finaled / / 09/04/97 )\$P 68 09/04/97 0i8 J I �I i I i r. -� ;�•.,ri � +'rp yr 't'rr . . .w .,.... ....p. .�.. I 1 N CF ITY 4 TI "ARD DEVELOPMENT SERVICES (�_Lrrc;rrICAI._ PERMIT -. 13125 SW Hall 817d.,77gard,OR 97223 (303)6 9.4171 RESTRICTED ENERGY P[-_*RMIT #: EL..R97-0215 ,b DAT(' ISSUED. 07/31/97 r'ARCEL: 1 S 134BC--00.' 10 +, SITE ADDRE95. . . : 12220 SW SCHOLI..S FERRY RD 7UBD I V I S I ON. . . . : ZONING:C-•G PD Bl_OCN. . . . . . . . . . LOT. . . . JURISDICTN: TIG Project Description: Wells Fargo Bank Branch STEREO B. COMMERCIAL-­­­­- n. RrSIDENTIAL— AUDTO & STEREO. . INTERCOM__._._ & PAGING. . : fUDIO d rTR "0. . . : BURGLAR ALARM. . . . : BnTLER. . . . . . . . . . . LANDSCAPE/IRRIGO . . GARAGE OPENER. . . . . CLOCK. . . . . . . . . . . : ME bICAL. . . . . . . . . : . : . HVAC. . . . . . . . . . . . . : DATA/TELE COhh. . : NURSE CALLS. . . . . . i VACUUM SYSTEM. . . . : FIRE At-ARM. . . . . . : OUTDOOR LANDSC LITE: ; : HVAC. . . . . . . . . . . . : PROTECT I YC C I MIAL. . :X OTHER: INSTRUMENTATION. i OTHER. . : TOTAL # OF SYSTEMS: i FEE'S' Owner: -------_________._..__.._.___._ _ ._.... . . .._._.._.-.. _._...._._.____._...__.___ .---.-------__._._._.._..__-• WELLS FARGO type amount by date recpt r 12'20 SW !-)CHOI_L-S FERRY (''RMT $ 40. 00 JSD 07/31 /17 97-- 97810 TIGARD OR 97223 5P17T $ 2. 00 JSD 07/31/97 97--297810 Ftione #: Contractor. JENTRON I X COMPUTER CnDLE $ 42. 00 TOTAL i SYSTEMS 11`009 NE 99TH ST BLDG 14 STE; 1486 _._._.. ...-• REDU i'RED I NSPECT I ONS -- '.ANCOUVr-R WA '386f14 Ceiling Cove-," ove Fl ect' 1 Final F'hane #: 690­254­9228 Wall Cover _ Reg #. . . 0067 '5 This persit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. Tris pereit will r:xpire if work is not started within 180 days of issuance, or• if wor•4 is suspended for sore than 189 days, ATTENTION: Oregon law requires yon to follow rule adopted by the rules ere set fcrth in OAR ?Z-0014#10 through OAR 952-991-9989. You say obtain copies of Oregon Utility Notification Center, Those these rales or Airect questions to (503)246-1987, Issuerl by � , Permittee Signature _.. _.__._..--.•-•-----.... ..__._.. _._ _-.0WHE;R INSTALLATION ONLY------.__ .__._._._ _.._______.__-___.-- •--._.. . ,r 's . Th,e i tallation is bei,ig made on property I own which is not intended for sale, ieG-tse, or r'nnt. OWNER' S SIGNATURE: DATE: --CONTRACTOR TNf TAL.I_ATTON ONI. Y SIGNATURE OF SUPR, EL.EC' N: DATE: I_I CENT E NO: ++++++++++4++++++++•1++++++++++++++++++++++++4++++-+++-i-+•4++++4•4 +...+++++. +•}+t+t++ Call. 639-4175 by 6:00 P. M. for an inspection needed the t ext business day ++++++-++i•++-++++++++++++++++++++++++++++-�•+++++-F+•++++•+-H+++++++t+++++4+•-F+•1-+++++++++ w 07/31/97 08:44 10503 884 7297 CITY OF TIGARD a''alu82/000 CITY OF TIGARD RESTROCTED ENERGY ELECTRICAL APPLICArON Rtac'd by: � 13126 SW HALL BLVD Date Reed:, TIGARD OR 97223 PRINT OR TYPE V-603-639-4171 X304 Pnrrnit�: F-503-83 -4171 INCOMPLETE OR ILLEGIBLE APPLIGA11ONS Cust.Cd f'd -� WILL NOT BE ACCEPTED TYPE INVOLVED RE�i1DENTIAL _ Name of pevaMpmanl t]♦ w mo ✓ 6",h rery —�----—.....,- --- . X14.00 (FOR All SYSTEMS) JOB rose JIF Chock Type of Work Involved, ADDRE89 (Z !.0 Sea sxh615 • els Zip Phone 0 ❑ Audin Arid Stm System Home 1~�G Burglar A{atm p. Ma� as _ ❑ Oarago Door Opener OWNER CityiBLe hort�r* LJ ilealing,Ventilation and Air Conditioning System- Norte —w/ ❑ Vacuum Systems" !. ( HY► ^T/y Other — CONTRACTOR �■ n0 rema—� !,AQ()4 NL 9q S�- �/y TYPE OF WORK INVOLbEG-COMMERCIAL (Prior to issuance aCnyytatale one Fee kw each sya .............................................. Copy of an Ikmnses tat �%� �6�Z 9Z (SEE OAR 91(1-260-260) arc nfquiretl N Oregon ontr.9rd Llc.0G725 E.P. expired In C.O.T. /o- Fl cheat type of Werk)nvowed: data oaso). Efearleal Contr.Lie.N Lxp.Data 37-372CL4�_ /0-97 — ❑ Audio and Sterno systems FUTor Metro(a A rA, (Prq } ^ ,'rp•Date, I' "+ ❑ Dollar Controls �__ ❑ Clock systems OWNER- Malting Address APPLICANT ❑ Data Telerxrmmunicatlon Inateilatbn tyb71p ono Plr*Alarm Installation Thio permit Is issued under OAE g18-320-370-This applicant*green o O make only restricted energy instanstions(100 volt empo or less)ender this HVAC permit and M do the fehowing: ❑ Instrumentation I. Ony use electrical Ilcemsed pornois to do Installations where required. Certain rookiential and other tranaerftna are exempt from ItrAnsing Interoom and Paging systems These hovr asterlsks(7. AN others creed lirenslng. Landscape irrigation Contml' 2. Coll for Inspections when installation under this permit are ready fns ❑ 1. Inspection at 803-6394178: ❑ Medical 3 Purchase separate permits for ali installa'd w that are not ready for an Nurse Cells Inspection when the Inrpadnr In out to ir,,+r,1 under thla permit•, 4. Assvme maponaibilhy for asauring ttset aR corrections r"Wred by the ❑ Outdoor Landscape Lighting' Mnpedor are dons,and; 1 Protective slghaling G. Assume responsibility for canine for a final Inspection when all of the ` ,matrons ora oompistod. Other Pemrks are non-transferable trod non-refundable and expire h work Is not stared within 1110 days of lesuancrl or if work Is suspended for 190 days nber of Systeme The person signing for this psmllt must be the sppliosnt or a person No 1lrenaee aro recuVed 11�»rrsas w.-requited far all otter InninfieOil*' •utltortrod to hind the epptloant _—_ i Slfjf1Ml11! —�Mv UNTER FFFS 5%SURMARGE(.05 A TOTAL.ABOVE) s At—iffiortty If other than pp cant TOTAL rvassle.daa,vee — L' i' ,,,.T.,... qM 'k, Y Ae y ,ry •- .. r ;ire ..,,t„ ,+« Mt' ,.�► ,� X77 �... - � ,� Page No. 1 CASE HISTORY MP CASE NO. : RIdt9:+-011', f WELLS FAROO 12220 nW SCHOI.I.'I PUPPY RD 05/09/90 A + Action Description Req/ Schd/ Rild/ AcLicm N;�teA Dt_ep By Update Upd Code Sent Done Dane Date By ------- ------------------------------ -------- -------- -------- ---------------------------------------- ---- ___ _------" _-- RIRC001 Application Received / / / / 07/31/97 PASS TSD 07/31/97 JD RLPC003 Permit Created / / / / 07/31/97 PASS JSD 07/31/97 JD RLRC500 (F) Isnue pezmit / / / / 07/31/97 PASS JSD 07/31/97 JD RLRC700 Ceiling Cover / / / / 07/30/97 electrical 4 data/voice approved for PASS MJR 07/31/97 J*H ceilinq cover. ei.RC700 Calling Cover / / / / 09/01/97 Security approved for ceiling cover. PASS MTR 00/03/97 J*H •"i �1 RLRC700 Ceiling rover / / / / 09/01/97 Coiling cov,-.- - electrical feeder PASS MJP 09/03/97 J•H approved RLRC720 Wall Cover / / / / / / 07/31/97 JD R12C799 Blect'1 Final / / / / / / 07/31/97 JD RLPC799 Slect'l Final / / / / 09/05/97 PASS MJR 00/05/9'« MJR RI.RC000 Case finaled / / / / 09/05/97 PASS MJI: 00/05/97 MTR r li n. f� r.` 1, �t t,a CITY CF TIGARD DEVELOPMENT SERVICES ELECTRICAL PERMIT 13115 SW Nall Blvd.,Tlgarc►,OR 97223 (503)639-41'1 RESTRICTED ENERGY PERMIT #: EL-R97-0209 DATE. ISSUED: O7/28/97 PARCEL: 1 S 134BC--003OQA ' S 1 TE ADDRESS. . . : 1.2220 SW S;HOL_I._ FERR`/ RD SUBDIVISION. . . . : (��Q� 1- � 'LONING:C—G PD ' BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : 11.)RTSDICTN: TIG Project Description: Add data teleconmunicat ion installation Fl. RESIDENTIAL--------- R. COMMERCIAL----------------------------------------- --- AUDIO —_---.---__--------.—___.--------------_ ..AUDIO & STEREO. . . : AUDIO R STEREO. . : INTERCOM R PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : Gr 1RACE OPENER. . . . . CLOCK. . . . . . . . . . . . Mf`D ICf)L.. . . . . . . . . . . . . HVAC. . . . . . . . . . . . . DATA/TELE COMM. . : X NURSE CALLS. . . . . . . . . VACUUM SYSTEM. . . . : FIRE AL_PRM. . . . . . : OUTDOOR LANDSC L I TFC: OTHER: : : HVAC. . PROTECTIVE SIGNAL_.. . : TNSTRIJ E* IVTAI ION. : OTHER. . : TOTAL # OF SYSTEMS: 1 Owner: ---- --_._—________._________.____.______.________«__ FEES HOWARDS THRTFTWAY type amomrit by date recpt 1,7,22O SW SCHOLL_S FERRY ROAD PRMT $ 40. 00 GEO 07/28/97 97 2`3761 TIGARD OR 97223 `. PCT $ 2. 00 GEO 07/28/97 97-297612 C'hone #: Contractor,: MOORE COMMUNICATIONS INC $ 4'=', 0111 TOTAL 2O811 NW CORNELL RD STE 700 -- -- - - REQUIRED INSPECTIONS ------ - � 1{TI__LSBORO OR 9712:4 Ceiling Coven Elect' 1 Final Phone #: 617--9800 Wall Cover- Reg overReg #. . : 000763 This permit is issued subiect to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expiry if work is not started within 140 days of issuance, or if work is suspended for more than 100 days. ATTENTION; Oregon law requires you to follow rule adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 95E-001-0010 through OAR 952-0014@80. You may obtain copies of j these rules or direc ues t t (503)246-1987. / t Issl.led by Permittee Signature _.._--------------.— ___—__ _._---OWNER INSTALI_ATTON The installation is being made on property i own which is not intended for sale, lease, or rent. OWNER' S SIGNATURE: DATF: INSTALLATION ONLY—___.________._.__.....---__._--.__—__ SIGNATURE OF SUF'R. F-LEC' N: DATE: LICENSE NO: ++++++++++++-++++•++-++ +++++++++++ 1-+•+•+++++-I ++++.+++++++++++++ ++++-+-+++++++++++4-+++-1-+ Call 639-41.75 b} f: :OO P. M. for an inspection needed the next h1lsineSS day ++++++++++++++++++.F+++4+++++-F-1++.1--4++-#-+-++++++++++++++++++•+•f-r++ .+++++++++++++++4+ r i .._a_ rt,. f p 1 I �f I CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by:_ _ 131315 SW HALL BLVD Date Recd: •TIGARD OR 97223 PRINT OR TYPE V-503-6394171 X304 Permit#: G PLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: F -503-684-7297 INCOM _ WILL NOT BE ACCEP,ED Name of Development Project TYPE OF WORK INVOLVED-RESIDENTIAL Restricted Energy Fee........................................ $40-00 (FOR ALL SYSTEMS) JOB Street Address Ste M �r,,3 �,�\5 — Check Type of Work Involved ADDRESS . , City/State Zip Phone 0 EJAudio and Stereo Systems -T%6PXc Tl Name Burglar Alarm 4V OWNER El Garage Door Opener' Marling Address 0 Heating,Ventilation and Air Conditioning System' City/State ?i Phone# kVk'q-f)— — — Vacuum Systems' Name ,�Wb9_L El Other — --_ --�. CONTRACTOR Mailing Address W W�u. TYPE OF WORK INVOLVED -COMMERCIAL (Prior to issuance a City(Slate Zip Phone 0 Fee for each system.................. .... $40.00 ....................... copy of all licenses "S - 3) (SEE OAR 918.260-260) are required if Or .Conlr. Brd Lic 0 EV.Qate expired in C O.T. 5(,y Check Type of Work Invorved data base) le rical Contr. Lic N Ex Date L� C F-1 Audio and Stereo Systems C 0.1.or Metro Lic N Exr. Dal �1 V )1,4 1__I Boiler Controls Owner's Name C1 Clock Systems OWNER- Mailing Address APPLICANT Data Telecommunication instrilation City/Stale Zip Phone N Fire Alarm Installation This permit is issued under OAE 918-320-370. This applicant agrees to make only restricted er.ergy installations(100 volt amps or less)under this HVAC permit and to do the foilowirg Instrumentation 1 Only use electrical licensed persons to do installations where required. Certain residential and other transactions are exempt from licensing. Intercom and Paging Systems These have asterisks(') All others need licensing, R Landscape Irrigation Control' 7. Call for inspections when installation under this permit are ready for inspection at 503-839-4175; Medical 3 Purchase separate permits for all installations that are not ready for an Nurse Calls Inspectlor when the inspector Is out to inspect under this permit 4 Assume responsibility for assuring that all corrections required by the Outdoor Landscape Lighting' inspector are done.and, Protective Signaling 5 Assume responsibility for calling for a final inspection when all of the corrections are completed Other Permits are non-transferable and non-refundable and expire if work is not ' started within 180 days of Issuance or if work is suspended for 180 days _ Number of Systems The person signing for this permit must be the applicant or a person No licenses are required Licenses are required for all other Installations authorized to bind the applicant bC' Signature — -- ENTER FEES $ 1 b� 5 X SURCHARGE(.05 X TOTAL ABOVE) $ Authority if other than Applicant TOTAL $ y vesele doe 12/96 v 'r •' 1 Page No. 1 CASE HISTORY FOR CASE HO R1.R97-0209 HOVARDS THRIFTWAY 12220 f:W SCFIOLLH PERRL AD `� 05/09/96 Action Description Req/ schd/ End/ Action Notes Disp By update tlpd Code amt Done Dain, Date H , ------- ------------------------- -------- -------- ----------------------------'------—— --__ --- -------- --- n1.RC001 Application Receiv-d 07/26/97 / / 07/28/97 07/26/97 DST RLRCOOI Permit Created 07/26/97 / / 07/28/97 07/28/97 DST RLRC500 (P) Inoue permit / / / / 07/28/97 PASS n9O 07/26!97 DST Rt.PC100 Ceilinq Cover 07/26/97 / / 07/30/97 1. Electrical and data/voice approved PASS MJR 08/01/97 J•H for ceiling cover. j 2. Security missing permit and `{( installation (see ELR97-0215). ELRC720 Wall Craver 07/28/97 / / / / 07/28/97 DST RI,RC79q Rlect'l Fina 07/28/97 / / / / 07/28/97 DST HISC799 Rlect11 Fina, / / / / 06/05/97 PASS MJR 08/05/97 KIP. F.LRCROO Cage finala�l / / / / 05/05/97 PASS MJR 08/05/97 MJR } �I � �.".,ker�� R-•aro w+•.N'�•'*"'.•^wa+r+r-:.,.°""�; `ir.s.�. •v,: ,. + . M +K ytwd '�"'," "•,dry r.�,:,r�w.M.v.y�y n ,,u.,, Ix CITY OF TIGARD DEVELOPMENT SERVICES ? 13123 SW Ball Blvd., Tigard,OR 97223 (S03)63,,9-4171 S:ON PE i j PERMIT t: SGN9% 0d/. DATE 156111 D....; 07/t, 9, 1 PARCEL.........: 1 S 134BC-QIA38N 7Ow............. C-6 PD PiRISDIC.TION...: 'f 16 1KCINE.SS NAME..c WEIA.S FARGO SIGN LWATION..: 122M SII SCNOLLS FERRY RD APPLICANT/AGENT: WELLS FARGO K191NESS TAN NO: ras�aas�eaarn�asra�aaxsr�rs_�s Gxr.�s�ersa--s -rr-sca::�rr SIGN: PERMANENT ( ) FREESTANDING i ) FIEEWAY i 1 TCMPOAARY (N) WALL (0 ELETANIC ( ) OTHER f 1 811LBOARD i i NALLOON i 1 SIGN DIMENSIi K....., . ►' N 61 TOTAL SINN AREA...,..: 24 sq.ft. HALL AREA............. 4836 sq.ft. WIALL FACE (DIRECTION►: h SIGN HEIGHT............ P6 ft. PROJECTION Fid1M WALL.: P in. 1 ILLUMINATItN1.........: NEJM DESCRTPTION OF 31% k4 sq. ft. temporary oannir allowed f•om 8/6197 to 9/25/97. 1 I MATERIALS............: VINYL EXISTING 91%.......: 8 ELECTRICAL PERMIT REQUIRED: N BUILDING PF."11 REWIRED.,1 N ADMINISTRATIVF EXCFDTIOW.: N/A PERMIT FEF: 1 15.00 I This ;,;rmit is Issued subject to the regulations contained in the rigarri Municipal Code, State of Ore. Specialty Codes and all other Rpplicable laws. All work 01111 be done in accordance with approved approvP6 plank. A sign permit shall expire 98 days from app-oval date. A terporary sign shall expire 3B days from approval date. A balloon sign shall expire 16 days from anaroval date. APPROVED By: PERMITTEE SI W1TURE:.!__ .�.._.._. )ATE1 61/17/97 j I i I A I : 'd F" CITE( CSF TIGARD � DEVELOPMENT SERVICES PLUMBING PERMIT 13125 SW Hall Blvd., Tigard,OR 97223 (503)6394171 PERMIT #. . . . . . . : PLM97-02'7 DATE ISSUED: 07/11/97 PARCEL: 1 S 134BC-00,:00 SITS ADDRESS. . . : 12220 SW SCHOL-LS FERRY RD SUbD I V I S I ON. . . . : '. JN T NG: C-G PD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . .JURISDICTION: TIG --------------------------------------------------------------------------------------- CLASS OF WORK. . :ALT GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . :CCM WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRP. . :B FLOOR DRAINS. . . . . . : 0 TRAPS. . . . . . . . . . . . . . : 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 0 CATCH BASINS. . . . . . . : 0 F=IXTURES------------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0 SINKS. . . . . . . . . . 0 URINALS. . . . . . . . . . . . 0 GREASE TRAPS. . . . . . . . 0 LAVATORIES. . . . : 1 OTHER FIXTURES. . . . : 0 TU'r_/SHOWERS. . . : 0 SEWER LINE (ft ) . . . - 0 WATER CLOSETS. : 1 WATER LINE (ft ) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN eft ) . . . : 0 Remia►•ks : Plumbing TI G,Nner: ------------------------------------------------- ----- FEES HOW'ARD' S type amount by date recpt 1.2220 SW SCHOLLS FERRY RU PRMT $ 25. 00 B 07/11/97 97--297016 T I Cir"•1RD OR 972231 5PC $ 1. 25 B 07/11/97 97-29701.6 l� Phone #: Cont Tact or------------------------------------ SUNSET PLUMBING CO G LONG ENTERPRISES INC 8920 SW LANDAU TT;ARD OR 9722'3 ----..---------------------------------- A, Phone #: 4 26. 25 TOTAL Reg #. . : 012089 -- -- - - REGUTRED INSPECTIONS ------- This perait is issued subject to the regulations contained in the Top-oi.it Insp _ Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection applicable laws. All work will be done in acrordance with _ <<T approved plans. This perait will expire if work is not started within 180 days of issuance, or if work is suspended for sore than 180 days. ATTENTION: 9regon law requires You to follow rules ad;Nced b-, the Oregon Utility Notification Center. ThosF rules are set forth in OAR 952-0001-0010 through OAR 952-0001-5080. You say obtain copies of these rules or direct questions to OUNC ny calling Y — (5031246-1987. `- Issued Bv : �x I"w �'` Per,mittee Si gnate -e +++++++++++++++++++. ++++++++++++•F+•+++++++++++++++++++++.....++++++++++++++++++++ F Call 539•-4175 by 6:00 p. m. for an inspection needed the next bi.isiness day +++++++++++++++++++++++++++++++++++++++• +++++• .++++++++++++++++++++++++++++++++ 1LL " fwi r b t" �R�,t,'tiy hni r0. � A �t :�� •F�F�! . .n •t . .. .'1: j� 1L k „yM1' ,�i� , •1• 4�, .'���:�1";�iK- �..I'�3•Kw1174RC.1�-��'nks;tw,Nn.ir4Mr^rn .......... ............. AW OF TIGARD Plumbing Application Ree'd By 3125 SW HALL BLVD. Commercial and Residential Dow Recd � GARD, OR 97223 Date to P F- 503) 639-4171 Date to Lih '7_ Print or Type Ralated MMA t C12' I Incomplete or illegible applications will not be accepted Gtl«t- - 1 Name of DeveioPrn.nvPropet FWTUltES4Q1.W1 dual)� Q Q4 OEM snit e.00Jab �,) _Q., � �,G�K' o - Address Street Addr"s sate Lavetary 9.00 rj . v Tub or Tue(Showx Comb. q oo ptdp t City/Stalur rZlp shower OrMy - - 9.00 - -C) water Coaet 0.00 '=:sttweehw 0.00 Omer Cwbs4M Diapoeel 0.00 WasfWV MedW+e 9.00 G'y/Stawa ZIP Pltawti- Flow Drainr 0.00 --- r 9.00 r 4' 9.0n Occupant meftv A*"" Suft water Heafef 9.00 Laundry Tray 9.00 Ctty/state ZIP Ph" UW10 - 9.00 OVwK Fbam(SpecKy) 9.00 7 (4 t-7 9.00 ContractoraMcNees J st,+te r'�i 9.00 4v s1-j (PAa to hausnce 2b Phone 9.00 app0anf"root7&-11',C) 7 .2yi_ Yy,J - �, 9.W ` provide a0 O on Corot.Cont Board lict Earp.Date _ 9.00 corwarAM O /�c� �9 5 _ �_ 9.00 kerne PlumbYry tJc.t em.Date sewn--let 10(r _ 30.00 Inhxmadon -a 'J !� Sewer•sad+additlunal tar 25.00 far COT COT Busrwna Tax or Mhtm t ExP.Date - database). ,�e;r Q V.Q q - /�G� w.tei service-1 u tar - 30`op Name water Swvice-each addMlorW 200• 25.00 t Storm a Rabt Dram-1st tar Archkect �"�a���� �., .0 , 30.00 or MA&^9 Address Stwis SWm A Rain Dram-"ch addWonel I 25.00 Mobe OHO Space 23.00 Engineer c4lstste ZIP Phone- Carex W0W Bade Flow PrevwMm Devft or Anti- 25.00 I poduo n Davin, UescnRntll Balw rseMn Oea'Dn woNM n Addihon O AMni13.00 tone clone: Residentlai O Non-residentlal O Any Trap a•wash Not Corvulded to a fixture 9.00 teJ�Ortal desalptlort clwrrtu Cant+Bilin 9.00 trap.of Exbttfrp Pkrnpin0 40.00 E'Kf _ aMtkm use of "-- // Spbaay Requested Inspeco" 40.00 nuddY�g orf 1Y._-_�Tw C pefft Rain Drxn,single hrrMy dwe" 30.00 Prpppeed use of ~�£J!/ - Glasse Traps !- ,,r� 9.00 9W froRaxtY_ it l V ti OUAN77i TOTAL Are /cx Ym pDNq. �W^0 or re�ladng»M'ftxturee7 Yes C] W mom a rwwr eagrar 1 is reputw f fluent Toth it �9 (if yes see lack of forrrt�_ --- I MUBTOTAL herebyaelnowNdge Mat i have read nus appk2dw.that tee mkrmatlon Zt? is cnrreai that I am the owner of audodzed agent of tiv amen.and 5% SURCHARGE Out plans submitted We in tvffq nce with Oregon Stats Lars. }ignatu'e of OwnerfAyartt asp PLAN REVIEW 25%OF 3081"C"FAL ftarluNW onry f fhan�.feral is.9 -"� TQ Ate Cor>tsa:t areola �=� � Phone -1 / f •MlnNnum pam►tt nee ie S23+K%-,uref,S,V,, ntospt Raidernfal Hadd aw Ys�yfd(o Prevw'Wl Devim.whkh tm$15•s'%suer#W(,,e 1Aphnapp.doc 12/96 (dst) l� F , ♦+FWWI-%l, J, 'LEASE COMPLPROPRIATE TO PROJECT: Fres to be capped, moved or ce laced Sink w Lavatory Tub or TubfShower Combination Shower Only 'a 1 Water Closet _ Dishwasher _ • Garbage Disposal Washing achine Floor Drain 2" 3" Water Heater Laundry Room Tray Urinal Other Fixtures (Specify) COMMENTS REGARDING ABOVE: 1:\pboopp,doc 12/% (dst) 11111111k ..,, l " 1yy� �V, n� tli"' kf a ,I 7y elh.t IX 1 , prn 4j Paqe No. J CASK HISTORY MR rJ18R NO. : PLM97-0273 NRIAA FAROO 12220 SN SCH0LJ9 FRFPY RD 05/09/98 i•a; Artian Deec.-iption Keq/ echd/ Rnd/ Acti,jn Notes Dlep By Update Upd Cade Sent Done Done Date By 47431{ V P1MC003 Application received / / / / 07/11/97 PASS B 07/11/97 BON PLMC005 Permit r_reatec] / / / / 07/11/97 PASS B 07/11/97 BON PLMC050 (F) Issue permit / / / / 07/11/97 PASS B 07/11/97 BON PIMC70S Sewer Inspection 07/17/97 / / 07/1S/97 not ready FAIL, MS 07/17/97 J*H .' PIMC710 Nater Line !nap 07/1.7/97 / / / / 07/17/97 J•H PLMC715 Rough-in Insp 07/17/97 / / / / 07/17/97 J•H ��. PLMC720 PLM/Underfloor 07/17/97 / / 07/17/9'/ PASS Mg 07/20/97 J-H 1 PIW725 Top-out Insp 07/11/97 / / 07/23/97 P. c; r7 07/23/97 J-H P114C799 Final Inspection / / / / 08/08/97 PASS MS 08/1�,'97 MRS PLMC800 Case Finaled / / / / 08/13/97 PASS M.9 08/13/'17 MRS 5 k �r } n. 1' r ,.......... .._.. -. ..,.7e, _.,-. - ,, •« .. .,«,ne .... w,� •. .. ... •, . ..v�r•• „�,_r, yam,,.¢. CITE' OF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION PERMIT 13125 SW Hall Blvd., Tlga,•d,OR 97223 (503)639.4171 PERMIT #. . . . . . . : SWR97-0271 DATE ISSUED: 07/11 /97 PARCEL: 1 S 134BC--00300 SITE ADDRESS,— : 12220 SW SCHOLL.S FERRY RD SUBDIVISION. . . . : ZONING: C-G PD PLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . : JURISDICTION: TIG TENANT NAME. . . . . :WELLS FARGO USA NO. . . . . . . . . . " FIXTURE UN ITS. , . . 8 CLASS OF WORK. . . :ALT DWELLING UNITS. . : 1 " TYPE OF USE. . . . . :COM NO. OF BUILDINGS: 0 INSTALL. TYPE. . . . :BUSWR IMPERV SURFACE: 0 sf Remarks : Plumbing T1. Owner: __ ------------------------_______---- ----------- -- FEES --- ----------- WEL.LS FARGO type am,otmt by date recpt 12220 SW SCROLLS FERRY PRMT $ 2200. 00 R 07/11/97 97-297016 TIGARD OR 97c'23 PhoTir•. #: Contractor: - ------ ------- -------..-__•_._____. OWNER Phone #: $ 2200. 00 TOTAL ------ Reg #. . : ------- REQUIRED INSPECTIONS ------- This Applicant agrees to comply with all the rules and regulations _ of the Unified Sewage Agency. The permit expires 180 days from the date issued. The total amount paid will be forfeited if the iT--- permit expires. The Agency does not guarantee the accuracy of the -' side sewer laterals. If the sewer is not located at the measurement - given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the insta::er shall purchase a 'Tap and Side Steer" permit and the Agency will install a lateral. ATTENTION: Oregon 1aa requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-01-016 through OAR 9.„2-MI-M. You may obtain copies of _ these rules or direct questions to OUrC by calling 15031246-1987. '^ Issued b A14� `Ca��-- - Y• _ Permittee signature: ++++++•++++++++++++++•++++-1...++++++++i'+++++•F+++++++++++a++++++...++-h++++++++++++++++ L„ Call 6.39-4175 by 6:00 p. m. for an inspection needed the next husi.ness day +++•+•++++++++++++++++++++i•+++++++-I-+++++++++++++++E+++++++++++++++++++++++++++++++ I" i , J i• VAN t + 1 C. 1 a. -( Page , 1 CASK HISTORS FOR CASE NO.- BIJP97-031"7 WELLS FARGO 12720 .^,N SCHOLIS FBRRY RD 05/09/99 Action Description Req/ 9chd! End/ Action Notes Disp By Update Upd , Code Sent Done Done Date By I +q, SUPA870 Final Inspection / / / / 11/07/97 1. HC mirror and paper towel dispensers FATI, OS 11/07/97 J•H are too high (40-i.ache■ to bottom �f mirror and dispenser). 2. Bathroom door signage in to be on wall, latch side, 60-inches. 3. Electrical and plumbing finals. BtlPC005 Appllcat.on received / / / / 06/I5/97 To be processed as an over-the-counter RECD DRA 06/26/97 DR11 review. r BUPC008 Peteit created / / / / 06/26/97 PASS DRA 06/26/97 DRA BUPCOIO Check for prcl. restrict. / / / / 06/27/96 Per Mark parking is sufficient. PASS DFA 06/27/97 DRA BUPC012 Plans ratted to Plans Examiner / / / / 06/27/97 PASS DRA 06/27/97 DRA BUPCO26 Approved Plans routed to DSTs / / / / 07/U1/97 APPR RDP 07/01/97 RDP BUPCO29 DST Poet Review Completed / / / / 07/03/97 PASS B 07/03/97 BON RUW'o70 HOLD POR (Note in Action Memo) / / % / 01/0e/9E all permics have been i.nopseted and JT 02/17/98 JDA approved "EXCEPT", i. RLC97-0843, issued an 1/6/98 to Teco ` 1 Electric. Their check came back to accounting NSF. Cannot issue C/o until check clears. Accounting Dept. will notify us when it doom. Jeanne T. 2/17/98: NSF cleared per PH 4 BIMC07S I- Ad Release to Issued Status / / / / 02/17/98 PASS JDA 02/17/98 JDA RUPC090 (F) Ready to issue / / / / 07/03/97 PA.98 B 07/03/'7 BON ' SUPCIOO (P) Tssue permit / / / / 07/03/97 PASS B 07/03/97 BON BUF'C'740 Framing Insp / / / / 07/23/97 In^_l.rded in thin permit in the PASS GS 07/23/97 J•11 i crmstzvetiar of anew accessible Uni-sax bathroom. Approval subject to plm 6 electrical ewer. Note: bathroom fan vent not yet installed. RUPC760 Gyp Board Insp / / / / 07/21/97 Pending completior. of wills where FASS RR 07/30/97 J•H lacking. a i BtTPC760 Gyp Board inep / / / / 07/25/47 1. Screw top/bottdn plates on R" PASS RB 07/31/97 J•N centers. 2. Corners should have had backing studs for gyp support and attachments. RTTPC762 Susp Ceiing Insp / / / j 07/30/97 PASS TLP 08/01 '97 J`H f' + ., Ir PERMT CITY OF TIGARD PERMITICAL#: ELC97I0442 i- DEVELOPMENT SERVICES DATE ISSUED: 07/09/97 r 13125 SW Kmll Blvd.,Tlgerd,OR 97223 (503)639.4171 PARCEL: 1S134BC-00300 SITE ADDRES . . . : 12220 SW SCHOLLS FERRY RD SUBDIVISION. . . . : ZONING:C-G PID BLOCK. . . . . . . . . : LOT. . . . . . . . . . . . . . i'ARISDICTION: TIG Project De scr•i pt ion: One service or feeder less than c''Yta a@,;, 18 brands • circuits, and one firit branch circuit. ---------------------------------------------------------------------------------- ---RESIDENTIAL UNIT----- ---TEMP SRVC/FEEDERS---- ------MISCELLANEOUS----- 1000 SF OR LENS. . . . : 0 0 - 200 amp. . . , . . . : 0 PUMP/ IRRIGATION. . . . : 0 • EACH ADD' L_ 500SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANS. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 ----,-SERVICE/FEEDER---- ----.BRANCH CIRCUITS------- -----ADD' L INSPECTIONS--- 0 NSPECTIONS--- 0 - 200 amp. . . . . . : 1 W/SERVICE OR FEEDER: 10 PER INSPECTION. . . . . : 0 201 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 1 PER HOUR. . . . . . . . . . , : 0 401. - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 0 IN PLANT. ,. . . . . . . . . . : 0 601 - 1.000 amp. . . . . : 0 ---- - ----- --------PLAN REVIEW SECTION--_-.-----_-----_ 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL— : Reconnect only. . . . . : 0 SVC/FDR ) 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: - --_ ___ ____._._________________.__--------------------___ _ FEES WILLS FARGO type amol_rnt by date resat 12220 SW SCHOLLS FERRY PR..MT $ 145. 00 B 07/09/91 97-296887 -TIGARD OR 9722223 5PCT $ 7. 25 B 07/09/97 97-296687 Phone #: Contractor-: —_ _---------------- ------ •--------------•--------------------------- OLSON ELECTRIC CO INC $ t52. 25 TOTAL PO BOX 830 REQUIPED INSPECTIONS --- VANCOUVER WA 98666 Ceiling Cover Undergroi_rnd Cove Phone #: 360-694-6585 Wall Cover Elect' l Set-vi(-,e Rerl #. . : 0004CF, This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and ail atrer applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within IN days of issuance, or if work is suspended for more than 10 days. ATTENTION: Oregon law requires you to follow, the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-8018 through OAR 952-1681-1987. You may obtain a r^nv of these rules or direct questions to OLI C by calling (583)246-1987. S i g n a . r r-e: tn B ----------------___.__-_--._.._----OWNER INSTALLATION ONLY------------------------------- The installation is being made an property I own which is not intended for sale, lease, or rent. OW';ER' S SIGNATURE: DATE ---------------- -------CONTRACTOR IN``S��TAL_1 ATION ONLY- ------- -- -_-___.------___.__ SIGNATURE OF FUPR. ELEC' N: 4 rcC�fv>� _ DATE: 7! LICENSE NO: t+++++4+++++++++-r++++++++++++-r+++++++++++++++++++++++++++++++++++++++++4-+i•+++++ Call 639-4175 by 6:00 p. m. for an inspection needed thn next business day 1: , ^r CITY OF TIGARD Electrical Permit ApplicWion Plat Chec if i 13125 SW HALL BLVD. R9c'd ByU - TIGA64D OR 972 Date Rac'd 7 23 Date to P.E. Phone (503)639-4171, 004 Print or Typo Date to DST _ I ispection (503) 639-4175 Incomplete or Illegible will not be accepter! Permit«-a-L7, Fax (503) 684-7197 Called_____ i fa 1. Job Address: 4. Complete Fee Schedtrle Below: Name of Development_ Number of Inspections per psrmlt allowed Name(or name of business) > 4' Service included: Items Cost Sum Address_ /.ZR X-( 4a. Residential per unit JJ 1000 sq.ft.or less $110.00 4 City/State/Zip i -d- -_Jf�,rrr �i- -t/e _ Each ionadditionalha500 sq.N.or --- Commercial� Resldantia) L portion thereof $25.00 1 Limited Energy 325.00 Each Manufd Home or Modular Dwelling Service or Feeder -___ 688.00 2s. Contractor installation only: (Attach copy of all cugmnt licenses) t: 4b.Services or Feeders Electrical Cogtracto fy �+ r-leL) Installation,alteration,or relocation Address o 200 temps or less �_ 660.00 6 o �- 2 201 an,os to 400 amps - $60.00 2 City State Zip 401 amps to 600 amps - 6120.00 _ 2 Phone No. _ 740LP,444 !G. :: 601 amps amps'000 0oa opts 6340.00 2 Job No. -- Elec.Cont. Lice.No. _ Exp.Date - Reconnect only __ 650.00 2 OR State CCB Reg. No. -_Exp.Date _. 4c.Temporary Services or Feeders COT Business Tax or Metro. Ex .Date Installation,alteration,or relocation ( - 200 amps or less - $50.00 2 ignature of Supr. Elec'n r 201 amps to 400 amps 401 amps to 600 amps $1oo.o0 _75.00 2 Over 600 amps to 1000 volts, License No. Exp.Date- Alae"b"above. Phone No. -- - 4d.Branch Circuits 1 New,alteration or extension per panel 2b. For owner installations: a)The fee fur branch circuits with purchase of service or Print Owner's Name _ feeder fee. Address _ Each branch circuit $5.00 -,2 O 2 -- b)The fee for branch circuits City - State Zip without purchase of Phone No. _ service or feeder fee. First branch circuit $35.00 116 2 The Installation is being made on property I own which is not Each additional branch circuit _ $5.00 2 intended for sale,lease or rent. ale.Mlsce9aneoue (Service or feeder not included) Owner's Signature _! Esch pump or irrigation circle $40.00 2 Each sign or outline lighting $40.00 2 3. Plan Review section (if.required):' Signal circuit(s)or a Incited energy panel,alteration or extenslon $40.00 i 2 Please check appropriate Item and enter fee In section 5B. Minor Labels(to) !>oo.00 ..�-_ 4 or more residential units in one structure 4f.Each additional Inspection over Service and feeder 225 amps or more the allowable in any of the above System over 600 volts nominal Per Inspection $3900 - __.�Classified area or structure containing special occupancy Per tour $55.00 -- as as described In N.E.C.Chapter 5 In Plant 655.00 '+Submit 2 sets of plans with application where any of the above apply. 5. Fees: Not required for temporary construction services. 5a.Enter total of above fees $ 5%Surcharge(.0'X total fees) $ N4TICE C- Subtotal $ 5b.Enter 25%of line 59 for PERMITS BECOME VOID IF WORK OR CONSTRUCTIOI`s AUTHORIZED IS Plan Review If required(Sec.3) $ NOT COMMENCED WITHIN 160 DAYS,OR IF CONSTRUCTION OP WORK Subtotal $ IS SUSPENDED OR ABANDONED FOR A PERIOD OF 160 DAYS AT,ANY F� TIME AFTER WORK IS COMMENCED. lJ Trust Account# Total balance Due ' IMIS1EX"APP Rev WIC, -" --------- ---------- ----.-.�-. - q. � 7 ) Y .Y M �t. t� 1y 1 gage No. 1 CASE IIISTORY PC1R CASH NO.: Ri C97-0442 WRLLS FAPOO 11.220 3N 3rHOLL3 FBRRY RD f} 06/09/98 tV i Action Description Req/ schd! Qr1d/ Action Notes Disp By Vpdace Urd sent By Code--- ------------------------------ -------- �• DansDate ---- ---- --------------------------------------- ---- --- -------- --- - BLCC001 Application received 07/09/97 / / 07/08/97 RRC71 n 07/09/97 BON BLCC003 Permit created 07/0)/97 / / 07/09/97 PASS B 07/09/9'7 BON QLCC117 DST Poet-Review complete / / / / 07'/09/97 PASS B 07/09/97 BUN 6I.CC400 (P)Rsady to issue / / / / 01/09/97 PASS B 07/09/97 PON BI.CC:SOO iF)Issue permit 07/OT/97 PASS B 07/09/97 BON „ 8LCC500 IP)Issue permit / / / / 07/09/97 PASS B 07/09/97 BON RLCC700 Coiling Cover 07/09/97 / / C7/30/97 Electrical i data voice approved for PA93 MdR 07/31/97 J•H ceiling cover. CLCC720 Nall Cover 07/09/97 / / 07/15!97 Blectrical wall cover approved. Will PASS MJR 07/15/97 3*4 low-voltage permit be needed? 131,CC725 Underground cover 07/09/97 / / / / 07.109/97 BON fF BDCC730 Hloct'l Service 07/09/97 / / 08/01/97 electrical feeder approved PASS MJR O8/0�/07 J•H i RWC799 Blect'1 Final 07/09/97 / / / / 07/09/97 BON BLCC799 B1ect'1 Final / / / / 08/05/97 PASS MJR 08;05/97 MJP I` BLCC900 Cap Finalsd / / / / 08/05/97 support teophone cables PASS M.7R DO/OS/97 MJR RLCC920 Mtscellaf.eoas action / / / / 07/23/97 roughin okay PASS HRP 07/23/97 J*H :i Ilk WWI P" 1 'l� I �y 1 _ t , OF CITY TIGARD w BUILDING PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . .. BLJP97-0317 13125 SWHall Blvd., Tigard,OR 91223 (503)6394111 DATE I SSUED t 07/03/97 PARCEL: 1 S 134BC--00300 , SITE ADDRESS. . . : 12220 SW SCHOLLS FERRY RD � SUBDIVISION. . . . : ZONING:C-G PD • BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . JLIRISDI CTION:TIG --------------------------------------------------------------------------------- REISSUE: FLOOR AREAS----------- EXTERIOR WALL CONSTRUCTION- CLASS OF WORN.. :ALT FIRST. . . . : 576 sf N: S: E: W: TYPE OF USE. . . :COM SF_COND. . . ! 0 5f PROTECT OPCN I NGS?------------ TYPE OF CONST. :SN . . . . 0 sf N: S: E: W. OCCUPANCY GRP. :B TOTAL--------: 576 sf ROOF- CONST: FIRE RET'? : OCCUPANCY LOAD: 15 BASEMENT. : 0 sf AREA SEP. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT? : ME:! , ' -. REDD SETBACKS------------ REQUIRED-------------------- FLOOR EQUIRED-------------------- FLOOR LOAD. . . . ; 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL:N SMOK DET. . :Y DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR AI_RM:N HNDICP ACC:Y BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORRIN PARKING: 0 VALUE. $: 40000 Remarks : Installation of in-store banking facility. Acce-5ibility requirement includes the construction of a Uni-Sex accessible bathroom. Owner: - .._._.__.. - - - -- - -- --------_--------_____-___-- ----- FEES ------- HOWARD' S type amo,ant by date recpt 12220 SW SCHOLLS FRY RD PLCK $ 0. 00 DRA 06/2:6/97 TEMPRCT TIGARD OR 97223 FIRE $ 0. 00 DRA 061261 / TEMPRCT PRMT $ 238. 00 B 07/03/97 97-29671-.-5 Phone #: 590-7048 PLCK $ 189. 70 B 07/03/97 97--296745 FIRE $ 130. 20 B 07/03/97 97-296745 h; Contractor: ---------------------------- SPCT $ 11. 90 B 07/03/97 97--2:96745 EAGLE GROUP TNC 747 ST HELENS STE 402 TACOMAWA 9840P ----------------------------------------- Phone -------------------------------------- Phone #: 206-222-907J $ 569. 80 TOTAL Reg #. . : 000863 -•------ REQUIRED INSPECTIONS ------- This ptreit is issued subject to the regulations contained in the Fr,a m i n g Ins p Tigard Municipal Code, State of Ore. Specialty Codes and all other I n si_t1 a t i o n I n s p _ applicable laws. All Mork will be done in accordance with Gyp B o at-d I n s p _ approved plans. This permit will expire if work is not started Sl_ts p C e i 1 n g I n s p � within 188 days of issuance, or if work is suspended for more than IN days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those — rules are set forth in ON 952-MI-Mil through OAR 952-88181997. You many obtain a copy of these rules or direct questions to Off by calling (583)246-1.987. Permittee Si gnatur IssI.Aed By : ++++++++++++++++++ ++ ++++++-F+++++++-1-++++++i.++++++++++++F++++ ++++++++++++++- Call 539-4175 by :0 p. m. for- an inspection needed the next nlasiness day ++++++++++++++++++++ ++++++++.+++++++++++++++++t++++++++++++++++t++++++++++++ a .di :�,. - �'3�W,¢k�Nti,"WP1��lA`+�14t� ewnvtt4tinun �...n,•�x,Kw�..�, .,em..�.n..».-.-. „�,�,�,. . ,nr'. Csmmusi.ams1% inct Permit Amllication 1 c.cr of Tigaro tat:!SW Hail Blvd. Tlgw".on 9r=7 : 003)439-91N JOWC6 Addrpps: 17,Z Zu sw, s� h�ilIs !r--7Al OFFICE USE ONLY-GoA+�� �✓ / Tenant Suite •_, `(��, PlancklRec. #____ Valuation: VC9Q Permit* 9 7 '' Map &TL# Jwner: ddress: 17-7-2-b 5 t�� `;�- 1,x,1 sy Apnrovah Rea Arad Planning -iephone: �N Other < ... ':nntractor: G L�� C�,.1� �►,� c , ddress: oft /Z- ) _ Type of constr.. Nke,4 .R_ elephone• _ V `L -Z z Occupancy Class: 7ontractoes License # Sprinkler? es , No (attacsi copy of current Oregon license) i intact name b telephone: �. e��s Sq. FL Of Project — -- ,�hfvia} Story (1st, 2nd, etc.):, 5-�Cr' :hitect & Et., ineer: Idress• v • [�c Z.l o Proposed Use: !w ig-Ar"� UrPrevious uto• Note: P�t( g I mechanical plans must � iephane: c5C,.3 CAL)I be submitted at time of building permit application. 3 DESCRIPTION: IV-.t ��fire_ (3rl a ` t, "t - (Applicant Si attire & Telephone Number) -s-� (7 ceived by:',,,� Date Received: �1.�'"� ;%M-Ccc icS') 'Q,g$ -Jr {I 1 'ERMITS Account Oescnption Amount Amt Pd. Balance Ous Budding Permit (BUILD) Plumbing Pertr:it (PLUMB) Mechanical Permit (MECH) State Tax (TAX) qe, Bldg. 1 Plumb. i� Mech. Plan Chock (PLANCK) 91dq. Plumbs Meah. Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dov Charge (PKSOC) Resident A ?IF (-nF•.R) Maas Transit TIF Rl MT) Commercial TIF (TIF-C) Industrial TIF MF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quanity (WQUANT) Fire Life Safety (FLS) �'�Q`ti ��' r �- �,•. r Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN.) Erosion Planck/COT (EROSN) TOTALS: I:'.CCMTI CCC 1CSr I"j • r. i OVER THE CC)l!NI ER QT 1 (attachment to Submittal Cntena) SUBJECT ACCESSIBILITY BARRIER REMOVAL IMPROVEMENT PLAN i REQUIREMENT OREGON R"SED SIA-ITE(QRS)447.241. (1) Every project for renovation,alteration or modfication to affected hwldings and related facilities shall be made to insure that the pa'h of travel to the altered ares and the restroom.telaphonei and drinking • fountains are readily accessible to individuals with disabilities,unless such alterations are disproportionate to the overall alterztions in terms of cost and scope i (2) Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall Mutation when the coal"xo&wJs twenty-five per-rant(25%). THEREFORE, Each submittal for a building permit shall Include this form providing the following information. [Excluding re-roofing, mechanical and electrical permit applications[ _VAL4!/.TION of all renovation, alteration or mot,ificatiorr being done r� excluding painting, wallpapering. [1) $ tmulURIX; 25% 13,3rrier removal requirement. _ —.25— BUDGET .2Q_BUDGET FOR BARRIEP REMOVAL [2) $ The dollar amount of the EWD-CaET established on line (2) in the computation above shall be spent providing the accessible elements in the following order: 1- An accessible route connecting the building to accessible pedestrian walkways, and the public.way. $ (including but not limited to curb ramps,detectable wamir gs, 1 marked crossings,ramps handrails and landings). 2. Not less than one accessible parking space. $ [Including but rot limited to adjacent access aisle,signs and curb ramp connecting wits,"accessiMe mittol 3. Acressible entry cr entries. $ rri� cp{at�o�e [including but not limited to ramps,handrails,landings, door sill height,door width and door hardwa rel. 4. An accessible interior route to the altered are $ �k (including but not limited to door-ways,maneuvering clearances,door hardware and stainvaysl. 5. At least one a:c.essible restroom for each sex. �7 $ me..e 6. At least one accessible telephone where public phones are provided 7. When drinking fountains are required, fifty per-cent but not less than one shall be accessible. $_� 8. Additional accessible elements such as storage, reach ranges, ^1 alarms, etc.. $ CJI TOTAL: ehall_equoLLLtte_2..Qf V tu-t CgjrpltWt n. I i a is,otcd.doc(DST) t � ............ „'a ,r,w`r` .fir.y...,_ ., ,.w.loot, #19 WTF r CITY U`W TIGARD DEVELOPMENT SK-,AyJ.e1.N 13125 SW Hail 131vd., ugard,OR 97201Pq&W 103/97 PARCEL: 1S134BC-06310 ITE ADDRESS...: 12220 SW SCROLLS FF AY RD SABDIVISICK...: 70NING: C-6 PD BLO."K..........: LOT.............: JURISDICTION: TIG --------------- ---------------------------------- ------- ---- FIA65 OF WORK—ALT FLOOR FURN....: 0 EVAP COOLERS: 0 TYPE OF USE......COM UNIT HEATERS..: 0 VENT FANS...: I OCOPANCY 6RP..:B VENTS W/O APDL: 0 VENT SYSTEMS: 0 STORIES........: 1 BOILERS/COMPRESSORS HOODS.......: 0 FUEL TYPES_..----------- 0-3 HP....: 1 DOMES. INCIN: 0 :ELE 3-15 HP....: 0 COMML. INCIN: 0 PAX INC: V) BTU 15-30 HP....: 6 REPAIR UNITS: 0 FIRE DAMPERS?..: 30-51 HP....: 0 WOODST0VES..: 0 W PRESSUK...: 50+ HP....: 0 CLO DRYERS..: 6 NO. OF UMITS---- - AIR HANDLIN6 UNITS OTHER UNITS.: 0 FUPN ( IM BTU: 1 1= 11101 r_fr. 0 GAS OUTLETS.: 0 FURN )=IW BTU: 0 ) 10001 cfe: 0 1 I I Resarks: Iostallatinn in-store banking facility. Owner: ---'--------_____------------ --- ---- -- ------------ - FEES ---------------- WELLS FARGO type amount by date recpt 12220 SW SCHOLLS FERRY PRMT $ 30. 00 8 07/03/97 970296745 TIGARD OR 97223 PLCK $ 7. 50 B 07/03/97 970296745 5PCT 1. 50 B 07/03/97 970296745 Phone #: Cont:,actor: ------- EAGLE GROUP INC 747 ST HELENS STE 402 $ 39. 00 TOTAL TACOMA WA 98402 Phone *: ?06-222-9071 � Rey #. . : 000263 1 -- REQUIRED INSPECTIONS This perait is issued subject to the regulations contained in the Mechanical Insp Tigard Municipal Code, State of 9re. f r:cialty Codes and all other Final Inspection _ applicable laws. All pork will be done in accordance with _ approved plans. This perait will expire if work is not started within tV days of issuance, or if work is suspended for sore thbn 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952•- 01-•1111 through OAR 952-101-0180. You say obtain copies of these rules or dir.-ct questions to W. ,, by calling __—__ _ —__ _^_•,M-_ �,d`• 503)246-9187. ----._------ Issue By: L�_ �_.. Permittee Signature• - 4. •+++++++++++++++++f+++++++++++++++++++++++++t-++++++++++ + ++++++-r+ +++++1++++ Call 639-4175 b 6:00 . m. for inspections needed the xt business da Y P P Y +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++-+-+++++++++++++ n •Yr i 11{y 'd I I Plan Check ma - ' CITY OF TIGARD Mechanical Permit Application Reed Bye 13125 SW HALL BLVD. Commercial and Residential Date Recd (i) - _ TIGARD, OR 97223 Date to P E u' 7 Date to DST '`a�IV (503) 639-4171, x304 Permit 0 Print or Type Called ��Z Incomplete or illegible applications will not be acc.epted N Wne of DeveapnantlPmR0 --1 Description Alva VA46u Table 1A Mechanical Code OTY PRICE AMr Job Striae AddrKa suiier A) Permit Fee -0- -0- 1000 Address 2-2 W 11:2 W /2.I Naar Csvistae Zip 1.) Fumace to 100,000 BTU ' 6.00 Y h:MLti),ry^ including ducts 6 vents mane(or name M anon) 2.) Furnace 100,000 BTU+ 7.50 Owner f4rit.,mcS inrludiny duns&vents Malting Aadress (� 3.) Floor Fumace 600 2 Z Zu ��� �c_.bv \�S {r✓r /��, _ including vent City/state Zip Prone 4.) Suspended heater,wall heater 6 00 7 Arq or floor mounted heater `— Name w n of busou) 5) Vent not included in appliancb permit 3.00 Occupant Me"Addr*" 6.) Boiler or comp,heat pump,air coed 6.00 z Za �' S _ l�S �r (� to 3 HP;absorb unit to t00K BUT" _ CnyrStra Zip Pte• 7.) Boiler or comp,heat pump,air Gond. l 1100 /J __VA 41f ?C_7) 3-15 HP;absorb unit to 500K BTU" n _ �:OntraCtof Naa 8) Bo.ler or comp,heat pump,air Gond 15.00 (Pnor to 4�j� C-y 7'5--'F'- - 15-30 HP;absorb und.5.1 rril BTU" issuance Mr Adore so 9) Boiler or comp,heat pump,air Gond. 22.50 applicant L/ 6 0 /`U Y7--T SOw t+Z 5- 30-50 HP;absorb unit 1-1.75mil BTU" must provide all Citpsta. Zip Phone 5'j 10) Boiler or comp,heat pump,air pond. 37 50 contractor •lir-f •.l( Com, `J?ar Y 2 Z-`lc,7t >50 Ha;absort,unit 1 75 mil BTU" _ license Oragon Const.Corn Omit i�c M E,p Date i t.) Air handling unit M 10,000 CFM 4.50 information G a,Ce 3 6-4 7-14" for COT COT Business To or Who r Exp Dela 12.) Air handling unit 10,000 CFM 7 50 database). Architect Nara 13.) Non-portable evaporate cooler 4 50 or Ma"Address 14) Vent fan connected to a single dud 300 7 �. P.b Engineer ceyistate Zip Phoria y c j 15) Ventilation system not included in 4 50 1?a r•koa._i of appliance 3ermit Describe worts New)(AddA�io t O AReration O Repair O 16) Hood served by mechanical exhaust 4.50 to be done _Residential O Non-residential O Additional Description of work 17.) Domestic incinerators 7.50 18.) Commercial or industrial type 30.00 Incinerator _ Existing use of / 19.) Repair units _� 450 —� building or property yr G c a-� —_ tri 20.) Wood stcve 4 50 Proposed use of 21 ) Clothes dryer,etc— - — - 4 5o building or property G-rx- *-,x rvr� C u�ly S"}t�►C -` _ 22.) Other urns 4.50 Typr_of fuel-oil O natural gas O LPG O ek ctnc 23) Gas piping one to four outlets 2.00 I hereby acknowledge that I have road three application,that the 24) Moro than,4-per outlets(each) .50 information given is correct,that I am the owner or authorized agent of — i the owner,that plans submitted are in compliance with Oregon State QTY SUBTOTAL laws 'nature of Owner/Agent Date T 'SUBTOTAL kle7 cel e_0 /,/1' / 5%SURCHARGE �p Contact Person Name Phone PLAN REVIEW 25%OF SUBTOTAL ,OM1 f72-+a zit f-, -- j -/&;- Wy 5 TOTAL i:\dsrotechrmd.doc (rev 9 'Minimum permit fee is$21)+5%surcharge �( "Resie..ential A/C requires site plan snowing placement of unit. (^ - I r L�� IC �� 3.2 i r C• r � Nit 77. �'�' �Q A eq 0../i ` _` � � � � i� O / •'% � �r ry • V V .v,.. . .p. „ v w4eMx +k• Mr �. w.* ;.r �► p Mx,• l V I Page No 1 CANN HISTORY FOR rASB NO.: MEC97-0222 WELLS FARGO 12220 SN SCHOLLS FERRY RD 05/09/96 Action Descripticxi Req/ S�-hd/ Bnd/ Action Not.on Disp By llpdats Opti . Code Sent Done Done Data By -•-- t MRccnu7 Application received / / / / 06/25/97 Rum CRA 06/21/97 ARA MRc'c7011 Routed to Plans Bxasiner / / / / 06/25/97 Bob P to do as an over-the-counter MRMO DR.A 06/'7/97 DRA review. MBCC015 Reviewed plans Rtaated to DSTS / / / / 07/01/97 APPR RDP 07/01/97 PDP MECC016 DST post-Review, Completed / / / / 07/02/97 PASS B 07/02/57 BON _ t'RC•COSO (F) Ready to issue / / / / 07/02/97 PASS B 07/02/97 PON `• MBCC090 (F) Issue permit / / / / 07/03/97 PASS B 07/03/97 BON MBCC706 Mechani•:al lnap 07/01/97 / / 07/31/97 1. Support exhaust fan vent for bathrooc. PART G9 06/03/97 J"H at lower end of hard pipe. 2. Submit revised HVAC roof support detail. 3. Rooftop HVAC to be inspected later. 1 r' MBCC706 Mechanical Inop 06/03/97 / / 06/04/97 Mechanical theinostat too high, 54-inch FAIL 08 11/07/97 J•H to controls maximum. NWC71S Duct Inspection / / / / 07/22/97 PASS MS 07/22/97 J•H MBCC735 Duct Inspection 06/03/97 / / 07/31/97 see mach insp notes this date PART OS 06/03/97 J-H l'N a MECC799 Final Inspection / / / / 06/04/97 T-STAT TOO HI 54" MAA DIS GS 06/04/97 GBS L MBCC799 Final Inspection / / / / 12/23/97 PASS 09 12/23/97 (MS r � MBCCOOO Case Finaled / / / / 12/23/9'1 PASS OS 12/23%97 GUS ` K4, •r? �i a t f -^ BU1LD1NG F'EFMIT CHYOF TIGARD DATE I ISSUED: . 07/24/966-07i 1'S COMMUNITY DEVELOPMENT DEPARTMENT 13125 8W Heti Etivd.Tigard,Oregon 07223.6104 (503)639.4171 PARCEL: 1 S 134SC-00300 4 SITE ADDRESS. . . : 12220 SW SCHOLLS FERRY RD 9 SUED I V I S I(IN. . . . : Z ON I NG s C--G RD BLOCK. . . . . . . . . . : LOT. . . . . . . : _-- r; ----------.-------------------------------------------------------------------- REISSUE: FLOOR AREAS- ------ EXTERIOR WALL CONSTRUCTION— CLASS ONSTRUCTION—CLASS OF WORK. :V6 1" FIRST. . . . 1 0 sf N: S.- E: Wit �i g TYPE OF USE. . . :COM SECOND_ . : 0 sf PROTECT OPENINGS?----------- TYPE OF CONST. .-5N . . . : 0 sf N: S: E: W: Y r OCCUPANCY GRP. :M TOTAL------: 0 sf ROOF CONST: FIRE RET?: OCCUPANCY LOADS 0 BASEMENT. : 0 sf AREA SEP. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: ` BSMT?: MEZ.Z'': READ SETBACKS--'------ REQUIRED------------- -------- FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft FIR SP1•',L:Y SMOK DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: PEDRMS: 0 BATHS: 0 IMF' SURFACE: 0 PRO CORR: PARKING: 0 VALUE. f : 1050 Remarks : EXTENSION OF WET FIRE SYSTEM AT GRILL/FRYER IN :-C-LI AREA 4 NOZZLES, 7 FLOWS, NEPA 17A w/MECHANICAL SHUTDOWN Owner,: ----------------------------------------------•-------- FEES -------------- i HOWARD' S MARKET type amot.lnt by date recpt 1:220 SW SCHOLL.S FERRY ROAD PRMT L 25. 00 B 07/24/96 96-281996 FIRE t 10. 00 S 07/24/96 96-281996 TIGAPD OR 97c-'L3 5PCT $ 1. 25 B 07/24/96 96-281996 Phone #: l 1 Cuntractor: ------------- -------- --------- FIRE EXTINGUISHER SERVICE CTR PO BOX 1331 BEAVERTON OR 97075 _.____-...---------__--------.------------ Phone #: 503--643--3309 $ 36. 25 TOTAL Reg #. . : Q169384 -------- REQUIRED INSPECTIONS -------- This pereit is issued subject to the regulations contained in the Sprinkler Final Tigard Municipal Code, state of Ore. Specialty Codes and all other F i r a l Inspection �. applicable laws. All pork will be done in accordance with approved plans. Ibis per@it will expire if work is not started within 180 days of issuance, or if work is suspended for @ore than 18E1 days. Permittee Sig a l.ir i I s s is e d B y : _ AjtAL Call fir inspection — 639-4115 j. i 9 t i i i►. t. � � L APPLICATION FOR PERMIT TO INSTALL FIRE SPRINKLER SYSTEM BUILDING DIVISION, CITY OF TIGARD 639-4171 DATE: _ Y" PERMIT Valuation: Permit Fee: 5% Surcharge: Plan Check Fee Plans must be submitted to the Building Division before installation. Three sus of t e plot plan, showing the layout and the location of the nearest hydrant is required. New Installation: Addition: _ Repair. _ Alteration: ✓ Complete:_ Partial: _ Exitway:__ _ Basement:Y Hood Vent: vim. Spray Bcoth: IN EXISTING BUILDING:_p�_ IN NEW BUILDING: _ 1 _ t NUMBER & STREET: I Z Z -Q SV\l Sc,H-C)l.L-S I` -y NAME OF BUILDING or BUSINESS: W-WAF ' NO. OF STORIES: � SIZE OF BUILDING;: OCCUPIED AS: \ o_�V! 4� 1 TYPE OF SYSTEMS: Wet:—j?�­ Dry:— Combination: C� 1 S-rANDPIPES: OCC.HAZARD: Light ORD.GRP.HAZARD 1_ 2_ 3_4—Extra !; DENSITY GPtvVFt2 DESIGN AREA ft2 SPRINKLER AREA ___ft2 11�(��=VV",,�( SPRINKLER ORIFICE SIZE:` "K" FACTORTEMP. RATING r 1 OWNER: N 'ay CA a- � ADDRESS: 1,12 Z C) .��►3��J�%E �� %-P�/'� tL� ' CONTRACTOR.:_ PLANS DRAWN BY: ADDRESS: ,--, REMARKS: I APPROVED permits includes only work described above and/or on plans and specification bearing the same permit number and will comply with all applicable codes and ordinances of the City of Tigard. SPRINKLER COMPANY: F LLC. PHONE: � _7 SIGNATURE OF APPLICANT: ` [�L{ �7 l !^ �' BUILDING DIVISION: PERMIT VALID FOR 1130 DAYS we�eomdevUireoem -(JCAL-LA5C) 2-96 T rt r n dS' All ell 1 cZ J Lu 00 C3 Lfl <C rn 0 �O t cn o 0 H N aC t'1 w U f� rn J C4 Q M [rocs <r, � xH x s o � p V r4 a r- H CJ ts1 _ Jit a N ~ : Q t L 4 U oo p HOCN) -e HWr > M H QO O Q cq i P4 z: W U z woo O z •.�i! S HL2 Z L4 N W I1 x. H P. H W v Q nw rr n Q r a -- - n f CA L_ 3 _ ` cc+ n , s. \ a lop .. ( f' RUh1 NORT►TLIE�,T F 1 RE 1 r:� , TO: 503 684 7297 AL 9. 1996 219M P.n. �1 I IIRI" ATI i1ll(.:1AII!,a # 1::1tVlC1:: t.rP.'N I'�;I4 i;'11i11! II I I I IYJI !.I 1111!il I'.U.IIM 1,1111 1WAVCII1014,(XII-AI(Al !IMv; (m.-I)(;,1.$ ;1.1119 i I r'Nc t-ovl_It wr i 1 IMI1? `. .._...... 4 VAA 1'IUPiuL•It.....,(;U:t)G2G._9993 „ _...._ INCLUIM."a '1111.; ,,Il�r•r (• 0 •J'APi(I Y (1�1i1� I Ltfl1A ,1 liI 01!. ul' I�IcfJL I�rlAl)I_It (50).•,c,43-33u9_ I 'said". • lit 11l� I A IIYIU (;1IPIII . .iwn�lt.leti:��t. rnlal�(Il�t c. ._ r 1 a "FR[7M i NDITF GEST FIRE INC. T 0: 503 684 7297 JU" 9. 1996 2:1QIPM P.02 I hG Wol Cher'nir.-1)Syclem : 1 UI I•VA' III Ei 1 At I Ryr.11 Gnr ,(-E-FLAI COOKING:SUnFACE j r_,•c.,\[)p nozzle(I W05181)will probe(one gri,'rlln with tone I'I ,unn nntzlr•(t'N!4rjQo;)will pr,lett one . 11 inlunt ha:and area�f 3b">t it2". The nettle a I III Val L)rcp I '� I'ry.,r with a maKinlUm heztitri area of 1 R` pl x 111"lar hy��rn Vr.'Irvut>wPtip boatd(And 18"x?.3"f6t fryers I :i et nny poh11 en the I,erhnalcr of then tree " ~lied at the rniripoint r111ta hazard oron. 11 not n ills n dr ill boor d Ill(-noble A'�riclf)eci hi nn angle of Ar" [ Ito(a than 48" riot fe5c Ihati¢4`al"ove the 0r19"r f I le rlrtlrBca or ntnrr 111 Ile Itoti/u111al, 11 sltnll not hn nmrr ,liance peritr^ter. ['ns}(ir,ni[>4tlteIl4►L71�.�irfcl' r'e► N tot: n 0".ren Ir. s' 'ln P/"(tont 111e tup of th,•ellptinlice 1411(1 ;1ltttli�r]SRJa�>'Laccejap1h1.e,.(See figure belu• ) ;tint. Ira rl,r nr,)t .�� +111i�iteznrd sten (I lazard Arca In" .A,PIENUTA P0771 F MAY OF I OC(TF.D i ' ._.��''• ANYWI11:+1E I[IRT911N loot.GnlO ; e ' AX - �.�1_ w. ' ie-MAX ,, •� sem- Dlnoorl�i:�sunr'M�tfT _ Fn0MA",1PDINT. IS' /5 MAX MAY 1--•-- I3l L,eMe:':c r�rirle along the ionce. Aimed I i 1 rx•rlrMeler or H,c spill AIM Icon: of the mMpolnt of the hr:�rd Brea MmPotNl uF `. NA7.Ar11)At1EA �_ ;—_r 24"MIN. C ' __..i7C: 1 I r•.x - )!' rF1'Inn /„ I AIMPT.MIDPDItll OV At I ' / Y_�__u.-fix — or HAWID AREA PItrPPOAnD r / Gallf't1LC. (LAI coUKING SURFACE A M ENIIM NOTA E MAY d[LOCATED ANYWHERE WrMIM TILE onto FUE.I.VAl PECP rAl 1"gYE MALI DIAGONAI MEASUnEMENT 1111:1IRE fid 1`1101A AIM 1'01111 10 MAX ,I'I Il VAl f)E7 !' I NT From n <?ncE'Ir,nu;n no;.7le (PN9GQt32)x111 Ianitect n SPlil Vat Oecp ARA PORfT: _ 1 rd('Iyer with s:11a'it vat(lazard area maximum uf'467)"51 MIDPOINT of IlAzAnD AREA 'tilhf utdrgr iiri rd a11d 1d"�C 21�Troth Atiriphorod, 11 r CEHIFAEDON DNIDEFI hcntcrl at ;ln anrtle tit 45"dogroer or(,tore hem the hnrirt,nlal, It sh-til nit bn more!hell AS"not IOUs 111111 27" IN. 97"tro►n 1hr tup of the Appliance snd aimed at 1:1a midpoint r,t th„haz tnl er ( Sao fi ure 711 Ihsard Ar r.rl t4"x 1S" 9 ) f5 , hl4X ;•` �*,w - p1" tf i FRIDrI ' D! r,60AFID MAX-----' SPLIT VAT t)EE±P FAT r-RYEn FIGURE 7d �. _ ... .,t.mal Inc.Aft tig11f5 1PUMVrd(11194) •, .. „y_ 1 •FROM:rMTHIJF.ST FIRE. INC.. TO: SH 694 7297 TIIL. 9, 199E 2: 10PM P.03 1 A The Wet Cllerrticnl SYMern -- RANGI Gou"i", Qt Cylinder Sizing All III lindingItow Itmoytiny?len of elchtype atequliodfor Nr: Ali nanny[wird 'ja? ' to nrr•I_IM. 'd!ny It' far I" zyalem,1hn rum (4 rill the r1ovle flow number.,Is used to reit',the exhn •t inn ellttr un or oil when 1110 R dolcltninc the rtumbor vmd siia nl the Cyhttrlrtts required, in t'i,trho►ged. accwdance will,the cylindor flow numhor limits given br.low. l ■ Inble 2d 1 Mnxlmum Flow Wtntl ^:rs of Cylindc►a Cylinder — flow Nu-*h.-r -t,Quati-- ^+ 4 Single Cylit det Ut..; (Cannot MaAlold) . t/2 GaIII,t� , it ) Single Cyliwirr'-,yt.' .r,*, tr+ly I (Carmol Mnc1HCa 1) 4 ( allon(Icing or Sl,ort) l 1 Cyliruict ( 12 � 2 Cylind^rs 24 Can Maniho, I' 3 Cylind-1s 3f Up to 4 Cylinders 4 Cylindels 1)Gallon (`__ r I Cylinder in } (:an1Ml111 `d t�, 36 Uh to 2. Ildefs 7 Cylm Lro f _.-- •Urtly like+cylinefncs:nr he me+nflolded(Ir,lour 4 gall n a Ci ,llon) The sysie icanboactuatedthroughvario-isconlrolboxgs, In accotdence with Tahlo 30 10 actuate a singlo cylindor �• syslem, use eltlter the Mechanicgl Control Box or the A+ Control Box,l o actuals twe or three cylinders,use either onr or im Tandem Control[lox and a Mechanicnl Control Box or tltF'A-+ Control Box.',o actuate 4 cylinders,the A-r Control Box nnt;t be used. ■ Tmble 3d Mechnnicnl Tan(' in Cr , rol System Silo Control flow Control Box P.-it .1 Cylinder - 2 Cylinder 3 Cylinder 4 Cylinder --- -__—..__.__- --• -_ ��. ___._._.J requires both a mechanical conho!box i-td tandem control box Itoquirer.a mechanical control box and tn-eo tandem conttol Itctxa4 .... All.1040.ratinntad. 1111x4 r ,..y,..,;,, .;...., '-.wtiy+. y�r-.w.. y+gpr• ,y.. ...r r ... .r�,,. ,� *0 Wet w e "W...:w,I' y.. •FROMtNORTHWEST FIRE INC. TO! 50:3 684 72917 AL 90 1996 2: 11PM f.04 kV e! UMIG711(? Wet chetnicnl System Nozzle Summary Perimeter Dinm,!ler Nozzle/ Ilnzn►cl Malt. Max. Length Flow No. Ihua Unlimil(A 2• ADP 12 . ......»._»....,, ` ' WN .,::: .25M Length Width Nozzle 1 I1�sstrl Mnx. MAX. Fillers Flow No. { .._........_...,....._.....',Icrnun�_......__•. ... .r.io' _�_._._..^. W"BAnk/Singlo Plerrtnrr/2 lylhnt.nrr 10' _ No Fillers Pl6nuiri/2 I I'hnurtr 4' Single Dank ADP/1 1! f'Irr,urtt ti - No Finers ADP/1 I �__.... Henu'r'.. _.....,.».... _....... _`1._.� Hank _ ADP/ 1 Ileletd Nozzic/ IMzettl Size Notes Flow No. f7an ., 28" X 2A" fi/ 1 1 I J7t CeAkitiil i9riHiic:n Grit! 'rox»�aRr6¢•• _ X 2 X ;�o,, *� ,,«« « AD '/_t V 't« �Y r uli Vet I)r.lr Fal Fryer -- 18" X 1 R" ti I'Icnu1�1/J~+� VA(t►(-op fat fryer w,. •a . �w - 1da .._��� _. _.. _. ..n.. 11`166brn 12' )nnt,t I ryc•r(Pilr(I f HaIntor hlodef 24P) 24" X 24" Pientnn/2 :i;intr•n 1fVc.itr 7fi"l)Ib =:�w/ i I ADP It rp 4yhw� t['rc,ilur�(Salnnndrrr) 30.2.5" X 34" i r:?(rl Inst(`.Milo Si0kirt. 78" X 29" MV i I r� ,u I rq,(:hairs Rroil t� 2.f;" X 2n" 2 Nozzles 2 AUr/2 'r n ^ f tuc li(L vd, r:�r�mirJ CharbtoMAr pr` X 2;+" 2 iFfyb i' PIrnttm/2 !::!ur�('fi"esrluMe Ch.�rcr,A(:limbroiler 24" X 24" 6"Depth ADP/1 I„clrr Chsnttu'tlNi ((�rrm Grirt) 24” X. 21 r=nN; lianl ('hnthruilr.r 21" X 21" GFiW/ 1 `' :gill n CH.+rl.trmi(I (t:hi�i3,Wo6d, (.6g!;) .... ay.^,) 0" X :?!I" ilh"Uepth UM/:3 :'dr!urttt'Ne-sgnilre Chau(nal Charbruiler 30" X 24" 10"Depth DM/3 Nozzle pan I I .�_ IdentN-;cae}ioli No. Flow No. AL ( 4 Winco Duct Plenurn) 88981 1 !► -11 iip1(8�t iiC �ntitii) "wivol ` i (Rancour) 06608 1 (plenum) 86682 2 17 Is'101 low FROM:NORIHWEST FIRE INC. T0: 503 684 7297 JUL 3, 1996 2: 12PM P.05 The Wet Chemical System D-113 .---.-- Designing for Pipe Size and Type Within the 4 i Bounds of piping l.imftations Piping nrnd fitting, Stainlcae Steel Tubing and fittings [� nenpe ciu:rrd Rystr•me do not tequiro hafartcod ph)lng to rn.hteve p,nl,er diairfbttllun of Kmbnloy" to all nu»eq. 13,11- Stainfert; stoel tubing may bo trsnd on nil n.-Itige r3uard nrn.rupiphtglsnotr,occeserybccauseitliquid has rtodillicully fy�tertts fNt6tgs rntiy ba stainless «foci Gorryrrelsion of in turning corners or chap in Stainless steel flare types. Sending of fubinq usiuq mandrafs ►malas Cottle equipped whiii permanent Prod etFrrgln unrd is permissible. bees. This means that lite liquid will be delivered in ilia exact quaniiiirrs necessnry lu the duel,plenum and appllance haz Pipe Sizing anis ac.r,1quirrd Pipe Pim are delerminod by ilia total ►iumber of flow All pipe Chill he ccltedule 40(stAnJArd weighl)black Steal, (low liuiidfor of cull syRtem of pipo, Thls Is lho i'g1e teeny Ge chrome platedC>; emand orthat pot,onIllp . nlvaniteJ pipe shall hot brt uned Nlpipr mud Ililinyw turd Ire nrnde light will rl,e do re NOl 1:: It is not permisalble to drop Pipe diameters below urlhm-miscal.�+nl, I ► I tilt^roquiredvalue. forexample,usingtf7"pipe tollowIaflow nuri*rrs i,not psrnttssiblo. i lowever,Increasing pipe diem1*0 11cil IUlhtyg shall e l r:fAnd,ird welltht .,eel, cast imn, prIviding hol 19 'ablo eystemcsiriq 1,romplieslwith Internal pipe vole l 10 flo%v int' IrraNc;:l�Ic iron or ductile iron. C,alvaniZod liftings 81181!riot he ;aiiuns. i , i useJ. ( r,nch line cunucctio►t and individual ho7210 connoc- tlnin,?wq'he 111AJe by uta109 aillml ho outlet or 111e run of a tee, 1 9 Pit Table ad • �- - 035 wnfl Iden,Number !'Idinletts Steel j Mlnimurn nnnge _- ipe Size -_Tubing Sizo- P 1 - -' _ .. _ .__ Nin .._ 1�_12 ' .. -- 1/2 5/81, - I, 1_ I I FV*Ate, � d .i ,r FROM:NO'�THWEV SIRE INC. TO: 503 684 7297 JUL 9. 1996 2:12PM P.06 kv RIGI GIq, ?'he Wet ChelnicTl System D- 16 Nozzle Summary • I'crin►etcr Uinm�ter Nozzle/ Mnrr- Mnx Length Flow No r I hrc 1 /';" ?3 A" UPrlinaiU J 2 - ADP/2 2 .._,. ...._.. .. .I►ur1 ...,...... . �lt_,,_ 1!:25• 2G'Max. ADP I I Lrnyth Width Nozzle/ Ilnzmrl M.•ax. Mnx. Filters flow No. I'Icnurn lo, — - 'V"13ank/Singlr, ('lrnum/2 I'IQnunt tn' e' NoPIhpu; Planum/7 I'Icnunt G' �' Singlo Bank ADP/ 1 hlcl.11nt G': G' No Fillers ADP/1 _.. .._ _.._...._Plu1rurl' ... ._..._.�._4-__.._ 'Ar Bank �. ADP/i _ I�Rzord Nozzle/ HRznrtl Size Notes now No. R/1 F I:It Tonkin Su.lncra l:rirldls, -w, x �,r � �. ,M: i I till Val[tree, I)1 I ryer 10" X 1R, Plenum/7 I, r ul I ryor(I'ilrp l-lialalor Morlcl 74P) PI" X 24" Plenum/ I rlllt'::r .Wtisy� AI..•yrp�!�.t,h. pe I'Jia ll;n tl�rl Nrrrilrrls(Salramandclfi) 3().75" X 14' ADP/1 t ri lap f;h±ain I3ruilort 79 X 29 ,»" t' wil Iolr(:h:dn[it ail-IS 28" X 2(1" 2 NoMes 2-ADI'/r i utntc0 Iluch(I avii, c;nrindr) -liethFtfllr•t ?y j( 0 i9 Ltiyi ir" Ploitilm 12 •ter.: HAVIal/tAw quilt(Awicnal(:h arhtniln► 94" X 24' 6" D(:,plh ADP/ I 'trcillr ChA111roilei (01,rAt,(;yid) 24" X r1" .•: CFiW!1 (;-17llar.lio,tl(Aliahroilel 241. X �i" (;I1W/ 1 1• '::quitb ChaltiroilPi ((:hi),s,Wr,oll,1•iapu) .401, X 0'bepth bM/3 i (�,:IutrF('Mesrlr,il+r Chrarcunl l:hrrtlrrrrilr.r 30" X 21" in"Depth DPA/3 _.. _..�,.__...__._._._ Nozzle � Pott ^.• WeWilicration _ No. fin No. !IN' (rtrgdi ancc Uucl Plrnnnrr) 9GBA1 ___ _ t (4ijyli3hcn Duel PlonUm) >;vqi 1 9F87a r��:�• (l L�nprs) �6,nA t I F' (f'kmuna) 9698?. 2 M