Loading...
7550 SW TECH CENTER DRIVE STE 250 �! I 1 � it � � _ � �-1 � �-� . r ,.. ��'.��w � / 1 - 9 �. I 1 .a•a „}: I .� . `` r ' I� '' �< l' ��� .�� • ` � � �. - r� � � 4 1 � r4 ,� .. I t�� J911h dl�'.'a,llr '�hll dp` '1to• r it i,; .r(✓�q4� �1. ,I t!''r//. IGV11 ' r• ,• •• (� N..� w. I 11 1V .t i I • it1�,`� 9 11u_4Alllll' '�/ �IIII "I MItNI,.,t+i(//1� .r,lll!li I r i{r�Y. t rr,t �� t'.IL " •, �. I,��, •�'�►.ry1 � �� � ,�, !n' �I ++tl 1�1 �( y- !lrn,.�;;�� '. (Il ..',+r �''�''< �1 • `� � C►F OCCUPANCY CITY OF TIGARD y OREGON i t, h,l 11 I i O � 8`�—, 1990 Owner: �^a�k�.Uart.ners -- Permit No. kddrees: 5285 SW Meadow Rd Lake Oswego Oregon 97034 �i �uildingAddress: 7550 SW TEch Center Dr. Tigard , Or 97223 4r IIIN Occupancy:B2 Land Use. Zone: IL Bldg. Type /tiq M Comments: — - C rtificate is hereby given this 12th day of December _, 19 89 t1.at said building may be occupied and that it complies with all j' ++ rc quirements of the Building Code for the City of Tigard, as approved LI { b)'the Tigard City Council. Fire Dept. /--?utldtng Inspector Building Official i,lNnh� >I Post Certif-ate in Conspicuous Place �; i ! 1 ►� 4 — .-I `. . —i—. -r, 1�rr r� ':..::✓1,N.,>rl �f�u ►-,11��"rti+r<� =7 a�� .. y.1 i1 .. �►� 1u �pll �;f11J1 V 1,11 /+• ..�V�► tt111,, =r•�!!r ..� �.. 1: {I b ' t11 .t 0.l tlllllt•'i}4►j4y/// iv R 11N tt t, !. Wil, O 4,,r 1' � y s + +. „"sig �r � := a,� ,� j fir, t=rr :•�:, r. „� tip.•. YJ .`l• TUALATIN VALLEY FIRE & RESCUE AND ~ r.> BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE R (503) 526-2469 FOSTED OCCUPANT ? CONTRACTOR BLDG. PERMIT Ik PROJECT NAME PLAN Rr�,TEW 0 1 � LOCATION C:,Ll .2 JURISDICTION. 1= Be. 2= Du. 3= n.C. ,4= Ti. 5= Tu. 6= Sh, 7= Wi . 8= CC 9= WC 0= MC COVER /-�INAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL �7 L—� Framing r�� Separation Wa.l.'s Sprinkler System Shaft u Fire Dampers (Ove::head/Underground) Q Alarm System Hood' Fxtng Sys*ems Conference El Spray Booth Ceiling Cover. C1 OtLzr --- �����/� • J `mit �.- C� �, �`l�/ Date: __ _ Inspector: ' INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 �` Tigard, Oregon 97223 �u' Phone. f,39-4175 rjW Type of Inspection �— lit 1!1�q -- Date Requested�_'�—__�? ---•— Time r.—__A.M. P.M��/�� Address — te�-S��s U'f���CPermit Owner _ _. _. — _ Lot 's t3Ulluer ------ The following Building Code deficiencies are required to be corrected: —^ mop r Presented to _ .,Approved Inspector ❑ Disapproved Date CALL FOR REINSPECTION C] YES Cl NO INSPL-CTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 9722;, Phone: 839-4175 Tvpe of Inspection Date Requestedd " Time A.M. PM- L _ �4, Permit Addressx— �ct Lrt Owner Builder J '[..� t,_..--�-t'� -/��---- The following Building Code deficiencies are required to he corrected: 7 M77 J / L _ � 1 Presented to r_____--- - —� VAPPrrned Inspector . ' 7 u Disapproved , - - -- Date T CALL FOR REINSPECTION CJ YES ❑ NO s INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 (_ Type of Inspection - Date Requested �U —C"--Vl Time`_ Q,11A. P.M. Address .S �[ ��22 Permits (? Owner _3 Lot #_ Builder -) The following BWiding Code deficle cies Pre required to be entreated: 7xr U t J C,Ce i Presented to � Approved — — ` Inspector of- [� Disapproved Date CALL: FOR REINSPECTION YES 0 NO - ---- - MECHANICAL PERMIT 71 mw /t�' PERMIT NO. : ME8g2209 �� GI11�A�DCITY E ISSUED$ 10/25/8'3 COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W Hail Blvd p o Box 23397,Tigard.Oregon 97223.(503)639-4175 -- P IM.PMT.NO. P31`�90 _— S.�`IN1 7550 SW TECH CFNTER DP. LT. RF'.: JOB ADDRESS: TAX MAP/LOT 2611DC4000 SUB: I-AND USE: IL NO: LOT SIZE: ITEM,- N7s FURNACE <1000 AIR HANDLE <10 WORK CLASS: ALTERATION FURNACE 1000+ AIR HAIIDLR 16K USE TYPE: COMMERCIAL EVAC.000LER FLOOR FURNACE 1 VENT FAN 2 CONST.TYNE$ IIIN HEATER OCCUP.GRP. : B2 VENT HOOD H BLR/COMP (3HP 1 HOOD INCINERATOR(DOM NO.STORIES: 1 BLR/COMP 3-15HP INCINERATOR(COM DWEL.L.UNITS: PLR/COMP 15-30HP REPAIR UNITS FUEL TYPE GAS BLR/COMP 30-50HP OTHER MAX.INPUT 50000 BLR/COMP 50+HP GAS PIPING OUTLETS 2 FIRE DMPRS? NO HIGH Pf,ESS7' NC --------- LOW PRESS? _____ LREMARKS: Tenant Mod - RBdW r----- — FEES: $10.00 Spieker PERMIT $7,50 o partners PLAN REVIEW $22.00 N ',285 SW Meadrws Rd FIXTURES $1.50 E Lake OSwegO Or 91034 STATE 'f SI`: R PH&E (503) 684-4666 OTHER 0 SCHIEWE CARL N ; RL_ SCHIEWE 1 1P2; NE DAVIS R or 97232 n prrtland r, T01 AL, 43` .0f� T PHONE (S0d> 234-6i,1 , �� P.E'GISTRATION N0. 54 05 R `- RECEIPT Mn. This permit Is i98uP,d 91.13)P.Ct 101heCeagUlCo��4cz0nA g�pgUlA1 regulations REQUIRED INSPECTIONS ...__--^- of the TMC. State is bl erco s y GAS LINE and all other applicable codon and ordinances. and it is herend plans and MECHANCL_.SYSTEM agreed that the•Mork will be done in accordance li able a odes And specifications and in compliance with All app FINAL ordinances The issuanre of this permit does not wa ve restrictive covenants Contractor and permit will expire anontractors ll have current city d brrome null and business lax permits This p- girded or void if work is not started within 180 days.or of worek 17,SUS after work has abandoned for a period of 180 daya ny commenced It shall he the responsibility of the permittee to Assure all required inspections are requested and app ved PermitteP�ire 13sued BY .. SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE _RM MOWN" /U112i/6'�T ) TJALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503)526-2469• FAX 526-2538 October 25, 1989 A.S.I. Heating & Air CorLdit.ioning 17555 S.W. 65th Lake Oswego, Oregon 971,37 RE: RB&W Tech Center Building 7550 S.W. Tech Center Dr. - Suite 250 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UB(;) , Mechanical. Fire and Life Safety Code (UMC), Uniform Fire Code (UFC) , and other local ordinances and regulations. Mechanical plans are approved as submitted. One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec, 303 Prior to the use and occupancy of the project (space), a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBI; Sec, 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. A Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department ✓� Smoke Detectors Save Lives 4 .. ;Y�.��f{#• 4.��W fMo� l��°M� �t'11� �7'"�.N'"r'^'w`�'"'ftr�:yP"(f y�rr Pt:N vq" TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT__ +/ FIRE MARSHALS OFFICE til1503) 526-2469 POSTED: OCCUPANT CONTRACTOR BLDG. PERMIT Ik PROJECT NAME PLAN REVIEW 0 LOCATION 7 JURISDICTION: 1= Be. 2= Du. 3= I.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION AT'T'EMPTED FINAL Framing El Separation Walls F] Sprinkler System Shaft t__J Fire Dampers (Overhead/i;,Luerground) Alarm System F1 Hood' Extug Systems Conference Spray Booth El Ceiling Cover Other { Date: Inspector `.0 G 3c lr! I Y Ut- I IUAHU MLGHANIGAL PERMIT Permit Ir Descriptlon — CITY PRICE. AMT Table 7A Mechanical Code City of Tigard 1) PemiitFee -0- -0- 10.00 13125 S.W. Hall Blvd. -- -� - P.O. Box 23397 2) Supplemental Permit 3.00 Tigard, OR 97223 ----- J ---- 639-4175 : 1) Furnaco to 100,000 BTU 6.00 .ncl.ducts 8 vent-, Furnace I00,OG.l BTU + 7.50 2) incl.ducts 8 vents —_ Name d Ueveloprnent - 3) Floor Furnace 6,00 _ incl.vent 4) Suspended heater,wall heater I 6.00 Job ^�`9!'y ( or floor mounted healer__ Artdr©ss rax` _w_��j-1�'o"G^-_� •�'``�� 5) Vent not incl.in -- 3.00 iii• appliance permit Lot ebck Subdivision Repair of heating,refr ig., Name(or name of business) 6) 8,00 cooling,absorption unit �e- Boiler orcomp to 3 HP / 8.00 Malang Addreu Pr1e 7) absorp.unit to 100,000 BTU O*ner --Zn-- 8 Boiler or comp to3HP-15 HP 1100 C•ryrstate ) absorp.unit to 500,000 BTL' _ ---- ) Boiler or comp 15-30 HP 15.00 Name J� 9 absorp,unit 1/2-1 million -X- ( - Boiler or comp to 30-50 HP 22.50 MA,ng Address Phone 10) absorp.unit 1 A.75 rnillionY —_Lam-4 -- Boiler or comD to 50 HP 31.x50 Contractor Ca 7'p 11) brslate rabsorp.unit 1,756,000 BTU _(,S who -__.__-_lll 03{ Air handling unit to 4.50 ;tate Rey:zlralion No City taus Tar No 12) 10,000 CFM _ 13) Air handling unit 7.50 I twT,etty ectinowiedge that I have reed 1N-,% pp application that the Information given is 10,000 CFM } 1 arTeo,that t am are owner or authorizell agent of the owner,,nal plans submitted are In - Non portable cornpliarx:e with stale Laws,that 1 am r•gislerod with the Stale Puitders'Board.that the t 4) po 4.50 number given is oorred (If exerro fT,m Slate registration please give reason below) evaporate Cooler 15) Vent tan connected 3.00 -- - ---- to a single duct 16) Ventilation system not 4.50 included in appliance permit -_ -- Hood served by 450 01 LIM t 7) mechanical exhaust _ sign ure(owner dr ageni) Dale 19) Domestic type 7.50 Describe work I-J addition El alteration ❑ repair D Incinerator Commercial or industrial to be done residential D non-residential 19) 30.00 type incinerator _ _- Existing i'se of Other i.e.,woodstuve,water building or properly _ - _ -- -- -.-- - -- -- 20) healer,solar,clothes dryers,etc. 4.50 Proposed use of building or property 21) Gas piping one to four outlets 2.00 'Z.uO Type of luel- oil Ct natural gas tK LPG F) ele^tric f ! J - 22) More than 4-per outlet NOTICE SUB-TOTAL t7o THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- 5 pro 406 SURCHARGE (t y'U STRUCTION AUTHORIZED 13 NOT CC'MMEN"cD WITHIN 180 ----- DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL _J5b ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER TOTAL , WORK IS COMMENCED. Special Conditions Date issued icy - CITY ����� PLUMPING PERMIT cwt, PERMIT NO. : PL891991 CITY OF TWARD COMMUNI-i Y DEVELOPMENT DEPAR"i MENT °"'°"" 13125S.W,H311Blvd. P.O.Box 23397.Tigard.Oregon 97223.(503)639-4175 \ TE ISSUED: 10/ 5/89 \. F' IM.PMT,-NO.--89 i.9'3�— --— — _ JOE ADDRESS: 7550 SW TECH CENTER DR TAX MAP/LOT 2SI1DC4000 SUB: ll : PK: LAND USE: IL LOT SIZE: ITEM: NU: NO.- WORK CLASS: ALTERATION WATER CLOSET P TRAP USE TYPE: COMMERCIAL URINAL BKFLOW GRVNTP CONST.TYPE: IIIN LAVORATORY 2 TRAP PRIMER OCCUP.GRP. : B2 TUB SHOWER GREASE TRAPS DiSH.;)SHER GARBAGE DISPOSAL NO.STORIES: 1 WASHING MACHINE DWELL.UHITS: t_AUiIDRY TRAY BLDG.DRAIN (DIA FLOOR DRAIN SINK 1 SEWER (FI) WATER HFATER 1 STORM/RAIN (FT OTHER RFMARK.S: Tenant Mad - RNW O FEES: yy Partner=_ Spiel-.er FERMI T $45.00 N 5285 SW Meadows Rd R Lake Oswego Or 97034 FIXTURES PHONE (503) 684-4666 STATE TPX, $2.25 — -------- --._...- ---- --- OTHER (11,25 C O N T R A C T O _ RI TOTAL: $58.50 This permit 1s issued subject to the regulations contained in Title 14 RECEIPT N0, w� of the TMC. State of Oregon Specialty Codes.toning regulations — "------ - and all other applicable codes and ordinances. and it Is hereby REOIJIRED INSPECTIONS agreed that the work will be done in accordance with the plans and P'LB.UNDERSLAB specifications and in compliance with all applicable codes and PI B.TOPOUT ordinances The isliuv.ira of this permit does not waive restrictive FIdAL covenants Contractor and subcontractors shall have current city business tar permits This permit will expire and become null and void if work is not started within 180 days.or If work Is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the re;ponsibllity of the permittoe to assure Fill required inspections are requested and approved i Perm e�Signature I � Issued By - £ili_f-f$ft IETF1zN 6�9"4'� --- —. SEPARATE PERMIT'S REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE ► CRY OF TIFA SEWER PERMIT RD PERMIT NO. : SE801992 CAP COMMUNITY DEVELOPMENT DEPARTMENT 01140141TF. ISSUED: 9/27/89 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223.(503)639-4175 I M.PMT.NO. 891990 JOB ADDRESS: 7550 SW TECH CENTER DR USA NUMBER: 39070 TAX MAP/LOT 2SIlDC4000 SUB: LT: BK: LAND USE: IL LOI SIZE: SECTION: 1 TWP: s RNG: w WORK CLASS: ALTERATION USE TYPE: COMMERCIAL The applicant agrees to comply with all rules and regulations of the Unified I Sewerage Agency. The permit expires 120 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency dors not quar- antee the accuracy, of the location of the side sewer laterals. If the sewer is not looted at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and aide Sewer" Permit and the Agency will install a lateral. I INSTALL. TYPE: IMPERVIOUS AREA: FIXTURE UNITS: 18 TENANT IMPROVEMENT: YES DWELLING UNITS: NO. OF BLDGS. : 1 FEES: 0 W Partners Spieker PERMIT N 5285 SW Meadows Rd CONNECTION CHARGE $1,?50.00 R Lake Oswerlo Or 97034 LINE TAP INSTALL. PHONE (503) 684--4666 ____-- OTHER C, N SCHIEWE CARL N T CARL SCHIEWE A 1024 NE DAVIS C portland or 97232 i (T) PHONE (503) 234-b616 R REGISTRATION NO. 54105 TOTAL: $1.250.00 his permit is issued subject to the regulations contained In Title 14 RECEIPT N0. M !j / 7 of the TMC State of Oregon Specialty Codes zoning regulations and a'I other applicable codes and oldinances. and it is hereby greed that the work will to done in accordance with the plans and specifications and ir, compliance with all applicablt codes and ordinances The issuance of this permit does not waive restrictive covenants Contractor and suhcontra%tors shall have current city husiness tax permits This permit will expire and become null and void it work is not started within 180 days or if work i9 suspended or ahandoned for a period of 180 days any time after work has commenced It shall be the responatt,ility cf the permittee to assure ali required inspections 3re req,,ested and approved Pei hitt . Sionature Issued By �1`, CAI -4Ig-QP"T-TQN-4&39-4175----_-___ SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE .e BUILDING PERMIT C'TY OF TIGrA RD FIE MIT NO. : BU891990 arroF ns�pc COMMUNITY DEVELOPMENT DEPARTMENT o"GON D E ISSUED: 9/27/89 13125 S.M.Hall Blvd.,P.O Boa 23397,Tiga d,Oregon 97223.15031639-4175 FIM,PMT.NO 69991990- --_ JOB ADDRESS: 7550 SW TECH ("ENTER DR 1-1 - BK: 'TAX MAP/LOT 2S11DC4000 SUB: LAND USE: IL LOT SIZE: VALUATION: 6 37,000 SETBACKS FRONT: REAR: WORK CLASS: OLTEROTION DWE.LL.UNTT�,: LEFT: RIGhT: USL TYPE.: COMMERCIAL NO.PEDROOMS: ;XT,WAL.L CONST: CONST.TYPE: IIIN NO.BATHS; N: 5: E: W. NGSi OCCUP.GRP. : B2 pROT.�PENI OCCUF'.LOAD 39 N: S:: E: W: TOTAL AREA: 7963 NO.STORIES: I 1r'I : 79rj3 ROOF CONST: FIRE RET? HEIGHT: 2ND: AREA SEPAR? RATED: BASEMENT? 31D: OCCUP.SEPAR" RATED: MEZZANINE? BASE.M'T FLOOR LOAD: GARAGE: FIRE SPRKLR" ALARM ' FI.OW(GPM) DETECT? HEAT TYPEII HDCP.ACCESS? YES CORR? NO - _--_ PLAN CHECK BYs ber REMARKS a Tenant Mod - RBdrW REISSUE OF NO. LAST REISSUE FEES: PERMIT 6224,50 0 Partners Spieker 6145,93 N5285 5W Meadows Rd PLAN REVIEW 689.80 E L,.f-.e Osweq(:) Or 97034 FIRE DEPT R I'Hflh(E (`-03) 684-4666 STATE TAX 611.23 OTHER - — -- -- -- DEVELOPMENT CHARGES: 0 SCHIEWE CARL SDC(STORM) N CARL SCHIEWE SDC(STREET) R 1024 HE DAVIS PDC(N > PREPAID ( 6235.73) A portland or 97232 T PHONE (503) 234-6616 TOTAL: 6235.73 0 REGISTRATION NO. 54105 R ---. --- -- RECEIPT N0, 110 551 7 This permit is issued subject to the regulations contained in-I it 14 - - - -" of "he TMC. State of Oregon Specialty Codes,zoning regulations REOUIREC INSPECTIONS anti sit other applicable codes and ordinances, and it is hereby FRAMING agreed that the work will be done in accordance with the plans and INSULATION spf,cIfications and in compliance w"h ail applicable codes and ordinances The issuance of this per rill does not waive restrictive GYP. BOARD covenants Contractor and subcontractors shall have current city F I NAL business tax permits. This permit will expire and become null and void If work is not started within 180 days.or if work is suspended or abandoned for a period of 1P.O days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved PE!rmit .e Signature Issued By .` LC91LFD1�II P�CII�1�39_-_41Z5 SEPARATE PERMITS RE..JIRED FOR WORK OTHER THAN DESCRIBED ABOVE 1 CITY OF 110A RD PLAN CHECK APPLI ATION QTY(aTwAk9 I PLAN CHECK a -. YC COMMUNITY OQ vLLOPMENT DF_9AIrTM(=N1- PERMIT y 1317;S.W.F- ms.1�.0.n.,.�Tr»,��M�s.o��,��nii.(•��i�cry<1. DATE ISSUED JOB ADDRESS: `I �� Tom.{-{ C'�it-I�CTCiR- C.�� TAX MAP/LOT SUB: � ,x u fcssr Cs-wwH LOT: 25r l Ix 4-000 LAND USE: VALUATION: OWNER SPECIAL NOTES NAME: ��(71 '�GL� 1��_ � REISSUE OF: _ ADDRESS: ,; LAST REISSUE: ! ✓ 1-y_ Cy,&€S — l!�j'!` �r;? FL000 PLAIN/ _ SENSITIVE LAND: PHONE ----- APPROVALS REQUIRED CONTRACTOR PLANNING: — NAME: .0 ENGINEERING: _ ADDRESS: ICY2.4 FIRE DEPT OTHER: -- PHONE: ITEMS REQUIRED LIST/SUBCONTRACTORS: ARCH/ENGINEER BUS TAX: _ NAME-. {� � Ctp /� ��. CALCULATIONS: _ ADDRESS: _ ��.LJ �� X�(; � CG1_�G1TRUSS DETAILS: PARKING PLAN: LANDSCAPE PLAN: PHONE: OTHER: COMMENTS. PERMIT y ACCT b DESCRIPTION AMOUNT AMOUNT PD. BAL. DUC 10-432 00 Building Permit Fees _ _ �11_ 10-431 00 Plumbing Permit Fees _ 10--431 01 Mechanical Permit Fees ..,-230 O1 State Building Tax (5X) -Building P1umL ng Mech 10-433 00 Plans Check Fee ��5 ,, Building Plumbing _ Mech _ _ 30-2.02 00 Sewer Connection 30-444 00 Sewer Inspection 51•-448 00 Street System Dev Charge (SDC) _ 52-449 00 Parks System Dev Charge (PDC) _ 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) _ 10-230 09 TRFG 10-230 06 Washington County Fire #1. (95X) 10-220 00 Amart/Wedgewood ` ._.. LASRFC b GN APPLICANT srTURF —' Received By: � _ Date Received: - cn/3587P/18P — -- i 1 SPIEKER Pffi'.TNERS GENERAL NOTES FOR CONSTRUCTION J, T :`. PROJECT NAME: R. B. & W. • PROJECT NUMBER: 289138.004 D20 GO'N Y SEPTEMBER 15, 1989 + DATE: n� /1 � i j 1 01010 SUMMARY OF WORK r 4ect is to include all the labor, materials, The work under tfiis contract/p o transportation, equipment, supervision, and services necessary for an reasonably incidental to the completion of all construction work in connection with the drawings and specification Interior tenant modification only; no structural work this permit. Occupancy: B-2 01050 COORDINATION own The Contractor shall verify iandefifications asfirm all lwelllas the ons nphysical tconditions tions or implied on the drawings and s pr to start. of work. of the site. Notify the A/E of discrepancies p prevent tractrs all subcon Contractor shall coordinate to insurework propeofsequence of peratp ons to duplication of effort a 01070 CUTTING AND PATCHING amaged by new work to existing condition Patch and repair all existing work d or new condition, whichever is appropriate. Replace all existing slabs and paving removed for new construction. 01080 APPLICAaLE CODES vrn Applicable codes or materials Building Code applicable State and FederalsSapetya0rdersconform llt�eferencesthe nto l mean and ar ntended to be codes, specifications and standards rPdvisionlo` such referencelsta dard in ffecte latest edition, amendment and/or -I- 01700 PROJECT CLOSEOUT Project Cleanup: Upon complet'on of the work, remove temporary buildings and structures, fences, scaffolding, surplus materials and rubbish of every kind from the site of the work. Before acceptance, leave the building, interior finishes, glass, floors and ceilings broom clean. Certificate of Occupancy: Subsequent to final inspection from agency having jurisdiction, accomplish necessary corrections, obtain and arrange for Certificate of Occupancy. 0r)400 LIGHT GAUGE METAL FRAMING (SEE 06100 FOR WOOD FRAMING OPTION) Design of framing members shall comply with AISI Cold Formed Steel Design Manual . Provide 31 or 3-5/8" �5 gauge punched C studs with stiffened flange unless noted otherwise. steel framing members: Comply with ASTM C-645 "Nonload (Axial )" Bearing Steel Studs, Runners (Track) and Rigid Furring Channels for Screw Applicatio'i of Gypsum Board". Installation of framing: Comply with ASTM C-754 "Installation of Framing Members to Receive Screw Attached Gypsum Wallboard, Backing Board or Water Resistant Backing Board". Materials: Comply with ASTM A 4,16-72, Grade C (minimum yield strength 33 ksi) galvanized in accordance with ASTM A525 light commercial quality. 06100 (AR.PEN- :'f Codes and Standards: All lumber and plywood to be grade trademarked in accordance with one of the following agencies: West Coast Lumber Inspection Bureau (WCL1B) "Standard Grading Rules for West Coast Lumber"; Western Wood Prodiicts Association (WWPA) "Grading Rules for Western Lumber"; American Plywood Association (APA) . Lumber: Comply with F.S. 20 Douglas Fir S4S. Plywood: Comply with PS 1/ANSI 199.1 or APA' s performance standards. Species ar,d Grades: Plates, blocking, bridging and ledgers: Douglas Fir #2 or better Beams and Joists: Douglas Fir #1 or better Studs: Douglas Fir construction or better i -2- Pressure Treatment: All woad in permanent contact with concrete to be pressure treated with a water borne preservative in accordance with Standard Specification for Treatment of Timber Products, ASTM Designation D 1760. Moisture Content: Purlins: "S Grn" maximum moisture content 24%; All Other Lumber: "S Dry", maximum moisture content 19%. Framing Connectors and Supports: "Simpson Strong Tie" or approved. Powder Driven Anchors: Omark }" shank H95, part #47095. INSTALLATION: 1. Discard units of material with defects which might impair quality of work, and cnits which are too small to use in fabricating work with minimum joint or optimum joint arrangement. 2. Set ci �pentry work accurately to required levels and lines, with members plumb and true and accurately cut and fitted. 3. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. Countersink nails heads on exposed carpentry work and fill holes. 4. Stockpiling: Stockpile all ma,erials sufficiently in advance of need to ensure their availability in a timely manner for this work. 5. Finish all bearing surfaces on which structural members are to rest so as to give sure and even support. Where `raming members slope, cut or notch the ends as required to give uniform bearing surface. 6. Do not notch, bore, or cut members for pipes, ducts, conduits, cr other reasons except as shown on the Drawings or as specifically approved by the A/E. 7. Bolting: Drill holes 1./16" larger in diameter the.,i the bolts being used. Drill straight and true from one side only. Bolt threads shall not bear on wood. Use washers under head and nut where both bear on wood; use washers under all nuts. 8.. Screws: For lag screws and wood screws, pre-bore holes same diameter as root of thread; enlarge holes to shank diameter for length of shank. Screw, do not drive, all lag screws and wood screws. 9. Nailing: a. Nailing Schedule: In accordance with Table 25-Q, Uniform Building Code, latest edition. b. Use common wire nails, except as otherwi ;e indicated. Use finishing nails for finish work . Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. -3- WOOD GROUNDS, NAiI.ERS, BLOCKING AND SLEEPERS: 1. Provide wherever shown and where required for screeding or attachment to other work. Form to shapes as shown and cut as requi •ed for true line and level of work to be attached. Coordinate location with other work involved. 2. Attach to substrates as required to support applied I ac!irry. Countersink bolts and nuts flush with surfaces, unless otherwise shown. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement. 3. Provide permanent grounds of dressed, preservative treated, key-bevelled lumber not less than 1-112" wide and of thickness required to bring face of ground to exact thickness of finish material involved. Remove temporary grounds when no longer required. WOOD FURRING: 1. Install plumb and level with closure strips at edges and openings. Shim with wood as required for tolerance of finished wok. 2. Firestop furred spaces on wails at each floor lev(!l, with wood blocking or incombustible materials, accurately fitted to close furred spaces. 3. Furring to Receive Gypsum Drywall : Unless otherwise shown, provide 2 x 4 furring at 2. ' on center, vertically. WOOD FRAMING, GENERAL: J.. Provide framing members of sizes and on spacings shown , and frame openings as shown, or if not shown, comply with recommendations of "Manual for House Framing" of National Forest ProductF Association. Do not splice structural members between supports. 2. Anchor and nail as shown, and to comply with "Recommended Nailing Schedule" of "Manual for House Framing" and other recommendation of N.F.P.A. and Table 25-Q of the latest edition of the Uniform Building Code. 3. Fit-estop concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. Provide blocking at each building store level and at ends of joist spans. BLOCKING: Install all blocking required to support all items of finish and to cut off all concealed draft openings, both vertical and horizontal between ceiling and floor areas. Install solid blocking between joists at all point )f support and wherever sheathing or flooring is discontinuous. Wood fire-blocking, when of wood, shall be two inches (nominal) in thickness by the full width of the opening being blocked. -4- Fire-block: a. In all stud walls at ceiling and floor levels. b. In all stud walls, including furred spaces, so that the maximum dimension of each concealed space is not more than eight feet. c. All other locations where openings could afford passage for rodents or flames. Stud Framing: General : provide stud framing where shown. Unless otherwise shown, use 2" x 4" wood studs spaced 24" on center with 4" face perpendicular to direction of wall or partition. Provide single boti.om plate and double-top plates 2" thick by width of studs; except single top plate may be used for non-load-bearing partitions. Nail cr anchor plates to supporting construction. Construct corners and intersections with not less than 3 studs. provide miscellaneous blocking and framing as shown and as required for support of faring materials, fixtures, specialty items and trim. a. Provide continuous horizontal blocking row at mid-height of single- story partitions over 8' high and at midpoint of multi-story partitions, using 2" thick members of sarie width as wall or partitions. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. a. For non-bearing partitions, provide double-jamb studs and headers not less than 4" deep for openings 3' and less in width, and riot less than 6" deep for wider openings. b. For load-bearing partitions, provide double-jamb studs for openings 6' and less in width, and triple-jamb studs for wider openings. Provide headers of depth shown, or if not shown, provide as recommended by .J.F.P.A. "Manual for House Framing Ceiling Joist Framing: Provide member size and spacing shown, and as previously specified for joist framing. Installation of Plywood: Comply with applicable recommendations contained in Form No. E 304, "APA Design/Construction Guide - Residential and Commercial", for types of plywood products and applications indicated. 06410 CABINET WORK Provide flush overlay plastic laminate cabinets where indicated on drawings. Design to include all exposed vertical surfaces overlaid with NEMP grade high pressure plastic laminate. Edges of doors, drawers, and shelves finished with color, coordinated protective edge. Interior covered with light grey color higo pressure plastic laminate. Provide support, reinforcement, hangers, anchorages, fasteners, shims, and blockings or similar items required to achieve a complete installation. Color to be selected by Owner. 07200 INSULATION Insulation of Roofs: 6" unfaced batt or blanket at building roofs. Characteristics of vapor barrier or facing material flame spread maximum 25, smoke density not to exceed 450. Insulation at Furred Concrete Walls: R-11 faced batt. Insulation at Interior Walls, where noted: R-11 unfaced batt. Installation of Insulation: Provide insulation in widths as required for tight -pit between framing members. Fully insulate the indicated areas, includ-ng all small areas between closely fitting members. Do all end matching neatly and with all ends joined or overlapped. Foil face to interior of building. Cut ir.., fit insulating batty around pipes, conduits, and outlet boxes as necessary to maintain the integrity of the building. Tape ruptured vapor barrier using adhesive tape recommended by manufacturer. Longitudinal joints or splices within individual framing space prohibited. Banding marks on insulation in Pxposed areas prohibited. Do not install insulation in roof until building has achieved operating temperature for two weeks, roof membrane in complete and moisture content of roof structure members is 1.5% or less. Suspend batts betwen members at roof, support batts with "T-foil" type PTC 3307, polypropylene holder assembly. Staple as required using minimum 508C staples. Mount assembly to allow 2" clear between top of insulation and bottom of roof deck. Mount with polypropylene exposed. 08100 HOLLOW METAL DOORS AND FRAMES Doors and frames in accordance with StanCurd Steel Door Institute (S.D. I. ) recommendations, S.D. I . 100-78. Frames, Interior: Pro.,ide knocked down split type adjustable 18 gaugF. cold rolled steel frame with manufacturers standard baked on prefinish. Acceptahle Manufacturers for drywall frames Timely and Redi-Frame. Hardware: Reinforce, drill and tap doors and frames to receive mortised hinge, locks, latches, flush bolts and concealed closers as required. Hardware preparation in accordance w'Ith S.D. I . 107. Contractor to drill and too for surface applied hardware in accordance with S.D. I. 107. -6- 082.10 WOOD DOORS Quality standards of the Architectural Woodwork Institute (AWI) are, by reference, part of thi , specification. References to premium custom or economy grade are determined in the latest edition of the AWI Quality Standards. Provide stain grade plain sawn birch doors. Doors shall be solid core, factory prefinished and premachined; Type II adhesive. AW1 System 7 finish. Acceptable manufacturers for wood doors: Weyerhaeuser, Simpson, Calwood, Vancouver Door. Trim all wood doors as necessary to provide a uniform clearance of 1/8" at jamb and head and a uniform clearance of the threshold r,f floor to properly Caar the floor covering described on the finish schedule uy not to exceed 3/8 of an inch. Test and adjust all doors for proper operation. 08710 FINISH HARDWARE Provide all architectural hardware as specified. This specification is not to be construed as quantitative nor complete in every detail . It is the suppliers responsibility to furnish all items classified as architectural hardware and necessary to complete the con--truction as shown on the drawings. Where doors require a UL labe-1 for fire rating, all hardware applied to that door shall comply with that.. rating. Cuors installed for smoke protection shall receive hardware as recommended by the NFPA or as approved by Underwriters 1._aboratory. Door Hardware: DOORS 1, 2, 3, 4, 5, 6, and 8 1i pr, butts Stanley FBB 179 41 x 41 1 lo:kset Schlage Orbit A53PO 1 wa" l stop Ives W9T DOOR 7 1} pr, butts Stanley FBB 179 41 x 41 1 latchset Schlage Orbit D105 1 floor stop BBW F-806109250 GYPSUM BOARD -1- yrgouts win Gypsum Wallboard: Comply with ASTM C-36. Provide gypsum wallboard in maximum length to minimize butt joints. 5/8" thick in all locations with tapered edges. Provide 5/8" Type X at rated walls. Provide 5/8" water resistant gypsum board in toilet room walls. Install gypsum board in accordance with ASTM C-840. Provide metal corner bead at exterior corners and metal edge head wherever gypsum board abuts dissimilar materials. Provide smooth finish on all restroom walls and ceilings. Provide light orange peel texture on all other gypsum board surfaces. 09540 CEILING SUSPENSION S'iSTEMS Ceiling: Provide 2 x 4 T-bar type ceiling with all components and mechanical fasteners for complete installation. Suspension system shall comply with ASTM C-635, "Metal Suspension Systems for Acoustical Tile and Lay-- n Panel Ceiling". Susperded grid as follows: Cold rolled steel main tees i#" deep with 15/16" exposed flange. Cross tees 1V with extended web or positive interlock. Wall moldings 11" deep angle, 1" exposed face. Fasten with screws at 32" on center. Cross runner span 48" on center. Finish: Low sheen, white satin baked enamel . Mineral Fiber Lay-In Panels: Fissired texture to be approved by A/E. Finish: Washable white factory painted. Size 2 ' x 4' , thickness 5/8", NRC range .5 to .6, light reflectance LR-1, flame spread 0 to 25, class 1 per TMA tunnel test.. Install ceiling suspension in accordance with ASTM C-636 "Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels". Provide in triplicate manufacturer' s literature or ICBO research report to the governing jurisdiction identifying whether the suspension system is light. intermediate, or heavy duty; provide a schedule of fixi;ures and other ceiling supported equipment and their weights; identify all connection devices and their approved loading capabilities. Hangers to be a minimum of N12-gauge or M10-gauge, galvanized, soft annealed mild steel wire at 4' and 5' on L,nter each way, respectively; hangers to be attached to suspension members and to t support above with a minimum of three turns; hangers shall not attach to or bend a; -und other material or equipment and shall not be more than 1 in 6 out of plumb without being counter splayed. -8- I All connection devices shall be of an approved type, capable of supporting 100 pounds and be secured to the building structure. A trapeze or equivalent shall be used where obstructions preclude direct attachment to the texture. Trapeze suspension shall be a minimum of back to back, 1-1/4" cold rolled channels when spans exceed 48". All runners shall be independently supported at the perimeter within 81, of the wall or ceiling discontinuity; the wall angle or closure strip shall not be allowed for this purpose. Carrying channels and main runners ars to t�e 1^vel within 1/8" in 121 ; leveling is to be performed with hangers taut; kinks or bends are not to be used as a way of leveling. Within 6' of the walls, and at 12' or renter in each direction, 4412 gauge wires shall be connected within 2" of an intersection o' a main runner with a cross runner and splayed 90° from each other at an angle not exceeding 450 from the plane of the ceiling. A strut fastened to the main runner shall be extended to and fastened to the structural members supporting the roof or floor above. The strut shall be adequate to resist the vertical component induced by the wires. Lateral force bracing members shall be spaced a minimum of 6" from all horizontal piping or duct that is not provided with bracing restraints for horizontal forces. Bracing wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, whichever is greater, with a safety factor of 2. Members perpendicular to the wall shall be tied together (stabilized) to prevent their spreading. This shall be done immediately adjacent and parallel to the wall. The wall or closure angle shall not be used for this purpose, although to facilitate installation, runners may be attached to the closure angle at two adjacent walls with clearances between the wall and the runner being maintained at the other two walls. All light fixtures shall be positively attached to the suspension system. The attachment device shall be a capacity of 100% of the fixture weight in any direction. Only intermediate-duty and heavy•-duty suspension systems shall be used to support light fixtures. (If a light-duty system is used, the fixtures must be indepen: antly supported at each corner with a #12-gauge hanger. Where heavy-duty suspension systems are used, supplemental support is not required. ) In addition to the above, fixtures or other equipment weighing less than 56 pounds, shall , shall have two #12-gauge wires from the housing to the structure above or to other hanger wires. These wires may be slack. Fixtures or other equipment weighing in excess of 56 pounds shall be independently supported with #12-gauge wire at each corner• to the structure above. Pendant hung fixtures shall be independently supported ,with a minimum of one #9-gauge wire. -9- nilWAW�Pv 09650 RESILIENT FLOORING Resilient Flooring: Provide resilient flooring materials in locatior'5 indicated in schedules. Sheet vinyl Seagate Vinyl Cor,on as manufactured by Armstrong or approved subs'.itution. Rubber base: 4" cove type rubber in continuous rolls or approved substitution. 6" cove type rubher base 3t restrooms. Color shall be selected by A/E. 09680 CARPET Provide 26 ounce Dupont XTI continuous filament nylon carpeting for direct glue-down application; carpet as manufactured by Shaw Commercial Systems, Pebhle Beach Series. Provide 30 ounce Reliance as manufactured by Tufftex. Provide miscellaneous reducer strips, carpet tape, etc. for complete installation. Rubber base: 4" topset rubber base in continuous rolls, Flexco, Roppe or approved. Color shall be as selected by A/E. 09900 PAINT All work shall be in accordance: with pe tinent recommendations of the painting specification, manual for the Pacitic Northwest as published by the Painting and Decorating Contractors of America. Manufacturers acceptable for paint: Sherwin-Williams, Miller, Rodda. Apply all paints in strict accordance with manufact.urei s can label regarding coverage, thinning and drying times. Where surfaces require more than one coat of paint, provide all coats by single manufacturer. Provide the following paint systems on the following surfaces: 1. Gypsum wallboard, one coat gypsum board sealer/primer, one coat anterior latex paint. 2. Coatings on walls in the toilet rooms. One coat gypsum board sealer/primer, one coat Alkyo gloss enamel . -lO- +�r � W low W a* s' 15010 MECHANICAL By separate permit. It is the General Contractor' s responsibility to insure that all electrical connections or mechanical systems are provided by electrical subcontractor. Codes: Make installation of all items in complete accordance with all codes or regulations set forth by state and local authorities. In case drawings or specifications conflict with code requirements, the code governs. However, the specifications are to be considered as minimum. HVAC contractor sholi submit drawings showing unit ;pater locations, roof mountea units, duct work, thermostat locations, etc. , plus fixture manufacturers and catalog numbers and cuts. Submittals shall be approved by A/E prior to start of work. Guarantee replacement, at no cost to Owner, of all faulty materials and workmanship and pay for any damage to other work resulting therefrom. Owner, or his representative will give notice of observed defects with reasonable promptness. Make one complete set of "as installed" drawings and return to the Owner. Keep "as installed" drawings clean, undamaged and up to date as work progresses. Accurate indicate depth of all buried piping and location of cleanouts. Locate all buried or ` concealed piping by actual dimensions from walls, centerlines, etc. If "as installed" drawings are not correct, mechanical subcontractor is responsible for costs of future "prospecting" for lues not installed as shown. The location of all utilities indicated on the plans is taken from the existing public records. The exact location and elevation of all public utilities must be determined by the contractor. It shall be the duty of the contractor to ascertain whether any additional facilities other than those shoran ori the plan may be present. Call to the attention of the A/E any error, conflict or discrepancy in plans and/or specifications. Do not proceed with any gUestionable items or work until clarification of same has been made. Supplementary details and plans may be supplied as required and they will become a part of the contract documents. 15400 PLUMBING All plumbing shall be done under permit obtained separately from this permit. All storm and sanitary sewer coonect-ions and work shall conform to all applicable codes with appropriate inspections. All potable water shall be adequately protected from sources of contamination. - 11 - i i t L ; lity Connections: Plumbing subcontractor is responsible for all plumbing utility coni-ections complete; contact local serving utilities to determine conditions involved a„ make or arrange to have connections made at the proper time. Water Service: Verify existing water line size and location. Check water presiure before startino work. Waste: Connect. to or arrange fnr connection to available sev-r. Verify depth, size and location bEfore starting work. 15500 FIRE PROTECTION Provide 100% fire sorinklering per NFPA pamphlet #13 (latest edition). By separate permit from Fire Marshal having jurisdiction. Sprinkler heads not to occur at grid lines. Align head symmetrical about grid lines to accommodate future tenant separation walls at grid lines. 100% sprinklering to be maintained. Contractor qualifications: Centractor for the fire protection installation shall bre regularly engaged in the installation of automatic fire sprinkler sy:,terns, and employ workmen experience and skilled in this trade. Governing Agency: All work in accordance with, and to be accepted by, the Insurances Services Office of Oregon and Fire Marshal State of Oregon, hereafter referred to as the governing agency, and designed to comply with the latest issue of NFPA Pamphlet 13. 16010 ELECTRICAL It is the General Contractor' s responsibility to insure that all connections and conductors for mechanical systems are provided by electrical subcontractor. Work Included: The work to be performed includes furnishing and design, all labor, materials, equipment and services necessary to construct and install the complete electrical system as indicated. Codes: Make installation of all items in complete accordance with all codes or regulations set forth by State and local authorities. In case drawings or specifications conflict with code requirements, the code governs. However, the specifications are to be considered as minimum. Obtain and pay for all permits, licenses and taxes applicable to this work as required by law. -.12.. W. Guarantee replacement, at no cost to owner, of all faulty materials and workmansh;p and pay for any damage to other work resulting therefrom. period of guarantee to extent one year from date of acceptance of installation by owner. Owner, or his representative will give notice of observed defects with reasonable promptness. Mercury lamp replacement from burn out to be 90 days after final acceptance. Ballasts shall be guaranteed against noise and defects with replacement up to twelve (12) months after final acceptance. 16740 TELEPHONE Coordinate installation of telephone service with local utility. Provide all required conduit and service board for complete installation. Wiring by utility. -13- CIT' OF TIFA RD PI 11-JIME-41W., PEAM1 T CITY COF TIGARD I NO. PL.89099p- 00100 COMMUNITY DEVELOPMENT DEPARTMENT CN 13125 S.W.Hall Blvd-P.O.Box 213397,Tigard,Oregon 97223,(503)639-4175 1: 5 1. '755- 3 SW 'TEX.F1 (".ENTEAI DP MAPI/I 5;t-ID : !i(:)YT C"OMME.14(:E, I ANI) USEI:hti - I S al..1:;s NO: 14 0 P K (:'I. MYT E.1:4 C.11-0! r..:.T 051E l'Yl' l:, 14 K F I OW 1:4WN UP I 'ONSI , 1 'i I I: I AVOPATORY 'I V!AV, P"PIME"A 1):1.151-11WASI-ILA WOSIVING HOL"A'ATNE DIAIL-A, L' . 1,04:1 1 I.-AUNI'My (A."lAy I.-A 1:)G- I)I;2A:1:N ( D'10 F I 00N Dl4A'IJq fi]:NK LiI;:WI:::P (F I') V.P !YTOPM/14AAN (F-1 0 11-117,1.4 1. It.1,1 1)W I:)1• V k 0 W I T N E I N d if !d 0 I TX U 1:4 F.,S 15 11ANK., TAX C)'11 11;:P C 0 N T R 5 A C r 0 1 /150 R P:j 1 1: A 1,1 ON 110 N14 1.. it I ti. TOTAL This permit is issued siblect to the regulations contained III Title 14 14*-:(:A"1P'T* NO of the TMC. Stale of Oregon Specialty Codes.zoning regulations .............- •••••W•••••• ....• and all other applicable codes and ordinances. and it Is hereby 1+.Qk.1'.I'r4F:.0 agreed that the work will be done In accordance with the plans and r . specifications and in compliance Witt, all applicable codes and 100(31-1---'I'N ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits This perm!(will expire and become null and void if work is not started within 180 days,or if work is suspended o, abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved. Permittee Signature Issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN ABOVE +nr ++Ir P.O.Hoot 23797 CITY OF TIGARD PLUMBING LUZ SW HaLU B1 Applicants must hoW Oregon Registration to cpndua a plumbingTig3rd CR PERM!T 639-475 97223business or must be property owner/operator not hiring outside help. of Development _ ,6?.4 .), Plumbing Permit Ne. Add'W CrF v re Deampoon Job OAS 814-21.610 QUAN. PRICE AMI Tax tri Map No. Address FIXTURES Bock - Subdivtnkxn SWk 1 7.50 Name or name of srrtess Lavatory -- 7.so - -- Tub or Tub/Shower Comb. 7.50 -- Shower Only 7.50 Ownerf�,hy/ to zip Water Closet - — ��- 7.50 /S Dishwasher 7.50 _ Phone Garb"Disposal — _ 7.50 - Was"Machine -- - 7.50 Floor Drain 7.50 Maiiing Address Phone Water Heater i - 7.50 - 1 3- OccupantCitylstale tip utY Room Tray - 7.50 Urinal 7.50 _ '- - Ot w Fixtures(Specity) _ 7.50 _ .ss Phone 7.50 Contractor fly/Mate -- Zip 7.50 1/?-/s (MISCELLANEOUS -CCity Bus.Tex W. Sewer 1st 100' 90.00 SUaf- .oardNoo.' StAto S~-ort.A",100' 15.00 - (Residential) Water Service 1 at 100' 20.00 I hereby acivr ,iedge Oust I Im"read this r♦ppk*ior%tut the kdormaslon Water Service st /Wd"' 15.00 yfven is oorrr...that I am re*ered with the State BullrWs Board.and also Storm&Rai,Drain 1 rt.100' 90.00 twos a SU"Piunbing license that the numbers gfosn aro oo;r+ect,that all - - -- plunbirq work will be dorm in accordance with appkeble provisions of Ore- Storm i P yn Drain Addh.100' 15.00- — gon Aeviied Stakiles Chapters 447 and 693 and appll=ble codes and that Mobile Hoare space 25.00 no help w*be employed unk+ss iommed under ORS an(11 exemtno pt m - -- State regiskartM please give reasr)n below). Back Flow Priventbn HOMEOWNERS-I hereby raw*that I am the owner of the property de- Devoe or Anfl-13o4ution Devka - 7.50 - sorbed strsve.at wt*A locebo n I prvpoee b make a pk+nbkt0 Ine ailation for Any Trap or Wealle Not my own use and thio property is not b*N ekxatrucled for sale.lease or rent Co necled to a Fixture 7.50 Calch Basin -- 7.50 kap.o1 FAal.Pkrntr:nj 40.00 Per Hr. ---- --- - --- SpeaaNy Reguested Ing-bots 40 00 Per Hr - -- -- -- - -----_-. Alter.of intrnbiry wrow;-- -- - an Ex @*V Bldg 15.00 mtn A D SKYATURIE ode New Bldg,or Build.Ad~ -- -- - 25.00 min. +� ' =, [xain,sirule fare] Describe work new p widition Q alteraton O repalt n elr--Uirq _ -- 15.00 i Abe dnne residential I l non-residewltialL] -- ---- -- btflidklQ or Prowb— — — — -- -- --- --G` —- ---- - --- DUB-TOTAL _ �- PIC `tin M ----- — --- —— !ft WRyUW4E Z ---- NUT>cE1`111111111041, beotxnN IJV mod Vold 11 work or owwsrruoson euthorued Is not oonr 5j s_ mertoad 006 t90 dwM or s Mtn K*M nr Work d Mavpw%6od or abandoned to a period of 190 dove of arty 9me stet wrxk 1e o0nVrA reed. W60tltl_OOMDffX fs_ Data Issued by -- PLUMBING ITRMIT 131.25 SW HALL BLVD. Applicants must hold Oregon Registration to condwl a plumbing P- U' BOX 23397 business Of must be property owner/operator rxA hiring outside help. T I GARD, OR 97223 �- Nnnw Of'Jevelo"M — (503) 639-4175 _ ' a1> � Address — ----- Plumbing Permit No. DO. iptwxl Job �' OR'i 8 14-21-6 10 DUAN. PRICE AM]. Tax Lot Map.No. LX FIXTURES__- --�-n1--- -- - arnri or namee ssul o )uess 1 SinLavk 7.50 ry '- - - --- -- 7.50 Tub or Tub/Stwwer Comb - -- �x1� 7.50 Shower Only 750 Owner (ary/;tete - -- WaterCldsel - 7.50 ------- _— --- - Dishwasher 7.ri0 Pt"" ------_._ _. Garbage Disposal 750 -- - Name —� _Washing Mactune -- 1.50 - Floor Drain 7.50 1.�'il'nrlg ress --f'IKxI„ — - _---- _ Water Healer 750 , s Occupant City/Stats i— — -- Laundry Room Tray-- 7.50 -- Urinal - Nart►e--- ---- ----- --- 7.50 - -- Other -% 7.50 -- TTa'uq Css f'ftone - _ - 7.50 - Contractor City/State - ZIP - — - - — _-- 7.50 ----- _ MISCELLANEOUS City Sue Tax No Sewer 1 S1 100-- 30.00 tete d��"�� tale -i�rs-' us.�o Sewer-ea.Addit.1(l0— -- 1500 — (�esalenfia Water Service 1st 100' ---- 20.00_ I I hereby ac rnarleege fhat I have read 00s applicatlon,&W the Information Water SenvK)e ea.Addit,�r 15.00 given is correct,th t I am registered with the State Billilder's aciard,and atso -- tlav'e a State PkwnbkV Scenae that the numbem Qieen aro correct,that all Storm d Bain Drain 1 sl.100' 30.00 Pk-"—rk will be done in socordanos with applicable provisions of Ot e- Sloml 6 Ptin Drain Addit.100' gon Revised Stables Chapters 447 end 693 and appoc"oodes and that 15.00 no help will be employed woo"licensed under ORS f9'1-(If exempt hem MONIn I kine Space_ 25.00 se — State registration.pleagive reason bek)w). Back Flew Prevention -----—- IfOMEOWNERS-I hereby certify ow I am the owner of the prtjperty de- DevkOe or Anti-Pollution Device 7.50 arxtbod above.N wtltdl bcsdm I prtlpo"to maka a pkxWsV inategarbn for Any Trap --- -- - - MY own rase and thh Prop"Is not bekV orxatrucled br sale.lease or rent Not Corrtecfed b a Fixture- 7.50 -- -- — ----- Catch Ba—sin 7.50 ----- - -- ._ klap.of Exkt-Plurnbifv 40.00 Per Hr. - SPeGally l'�`rrreated Inspoctions — 40.00 Por Hr. - - __ an Exlmk Q gid9 15.00 min. AUTTfnfi(ZED Dote New Bldg.or&M.& ,vlcMfbn — — - 25.Or'min. t)daGit)9 work now - lft t�r3111rS1I C (�It11!� s— () addition(_] alteration❑ repalr H duelling ]S.Q7 tubo done _-resklential(� rx-l-nlakie�tial - v —-- - Fxfstlrlp use of --- ----------- -- - -- -------- IXAIdktp rx Iroporty __---- --- -------�-- __ SUB-T'n'CAL I topueed U"of h twop-ty - - - - -- -- - 5$ SURCHARGE NOWIF25$ PLAN REVIEW Tt*part.*b000n,.e OVA and veld*work or rxxutlnrl 8uoauttwirod r rvA rxrm --- -TOTAL -- n+art0ad vMtfllrl 1 rw clays Ar M orxsdrt kxl or work le WjkWvjwj x of wYkN'"d for a Parkld Of 180 days a1 any time wenn work to fW rrnaerlw,I 2PICIAt_C+tNtfJf WM3 Date hleueil by